HomeMy WebLinkAbout21-4094 2436 Benoit Pl - Rev #1 City Approved Plans Permit #
Load Short Form 21-4094 Job: 2436 Benoit Place 1
Date: Oct 20,2021
Entire House By:
JV
10/20/21
Project • •
For: Mike Shetler Homes
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) 46 0
HEATING EQUIPMENT COOLING EQUIPMENT
Make Bryant Make Bryant
Trade Bryant, Plus 90 Trade LEGACY RNC 13 PURON AC
Model 350AAV024060 Cond 113ANA024-D
AHRI ref 2009792 Coil CAPVU3017ACA
AHRI ref 4140742
Efficiency 93.1 AFUE Efficiency 12.0 EER, 14 SEER
Heating input 60000 Btuh Sensible cooling 16380 Btuh
Heating output 56000 Btuh Latent cooling 7020 Btuh
Temperature rise 65 °F Total cooling 23400 Btuh
Actual air flow 780 cfm Actual air flow 780 cfm
Air flow factor 0.025 cfm/Btuh Air flow factor 0.064 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 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)
laundry 104 2201 1229 54 79
mudrm 66 213 59 5 4
bath 1 24 104 29 3 2
bath2 96 2038 595 50 38
bed2 408 1552 381 38 24
living/kitchen 1439 21335 8262 524 529
bed1 138 4341 1626 107 104
Entire House d 2274 31783 12182 780 780
Other equip loads 14520 4400
Equip. @ 1.00 RSM 16582
Latent cooling 0
TOTALS 1 2274 1 46303 1 16582 1 780 1 780
Calculations approved by ACCA to meet all requirements of Manual J 7t CITY APPROVED PLANS
t W rl htsoft Reviewed for Code Compliance
9 Comfort Builder by Wrightsoft 17.0.03 RSU14047
ZZA: C:\Users\Rob\Documents\2436 Benoit Place 1.rup Calc=MR Front Door faces: W PLANS MUST BE ON JOB SITE
Page 1 of 38 FOR ALL INSPECTIONS
Project Summary Job: 2436 Benoit Place 1
J Date: Oct 20,2021
Entire House By:
Project • •
For: Mike Shetler Homes
Notes:
Design 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 0 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 31783 Btuh Structure 12182 Btuh
Ducts 0 Btuh Ducts 0 Btuh
Central ven (200 cfm) 14520 Btuh Central vent(200 cfm) 4400 Btuh
Humidificatio 0 Btuh Blower 0 Btuh
Piping Btuh
Equipment load 46303 tuh Use manufacturer's data in
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 16582 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 0 Btuh
Ducts 0 Btuh
Heating 960nm Central vent(200 cfm) 0 Btuh
Area(ft2) 2274 2274 Equipment latent load 0 Btuh
Volume (ft3) 18192
Air changes/hour 0.70 0.40 Equipment total load Cipton
Btuh
Equiv.AVF (cfm) 212 121 Req.total capacity at 0.70 SHR
Heating Equipment Summary Cooling Equipment Summary
Make Bryant Make Bryant
Trade Bryant, Plus 90 Trade
Model 350AAV024060 Cond 127ANA024-B
AHRI ref 2009792 Coil CAPVU2417ACA
AHRI ref 5629146
Efficiency 93.1 AFUE Efficiency 11.5 EER, 14 SEER
Heating input Btuh Sensible cooling 16800 Btuh
Heating output 56000 tuh Latent cooling 24000 Btuh
Temperature rise °F Total cooling tuh
Actual air flow 800 cfm Actual air flow cfm
Air flow factor 0.025 cfm/Btuh Air flow factor 0.066 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heat ratio 1.00
Bold/italic values have been manually overridden CITY APPROVED PLANS
Calculations approved by ACCA to meet all requirements of Manual J 7t
Reviewed for Code Compliance
w rightsoft Comfort Builder by Wrightsoft 17.0.03 RSU14047
ACC-'` C:\Users\Rob\Documents\2436 Benoit Place 1.rup Calc=MJ7rVage
nt Door faces, 2 of 8 W PLANS MUST BE ON JOB SITE
3 FOR ALL INSPECTIONS
Residential Plans Examiner Review Form Form
RIPER 1
/`►
,Q'(v_(v_ • AC System Design (Loads, Equipment, Ducts) 15 Mar 09
W
Header Information
Contractor: REQUIRED ATTACHMENTS ATTACHED
Manual J1 Form(and supporting worksheets): Yes ❑ No ❑
Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑
OEM performance data(heating,cooling,blower): Yes ❑ No ❑
Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑
Duct distribution sketch: Yes ❑ No ❑
Home address(Street or Lot#,Block,Subdivision): Entire House
HVAC LOAD CALCULATION (IRC M1401.3)
Design Conditions Building Construction Information
Winter Design Conditions Building
Outdoor temperature: 2 °F Orientation: Front Door faces West
Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest
Total heat loss: 46303 Btuh Number of bedrooms: 1
Conditioned floor area: 2274 ft2
Summer Design Conditions Number of occupants: 0
Outdoor temperature: 95 *F
Indoor temperature: 75 *F Windows F,
Grains difference: 0 gr/Ib @50% RH Eave overhang depth: 0 ft
Sensible heat gain: 16582 Btuh Internal shade: none
Latent heat gain: 0 Btuh Blinds,drapes,etc. oepll
Total heat gain: 16582 Btuh Number of skylights: 0
EQUIPMENTHVAC • 41
Hem Equipment Data Cow Equipment Data Blower Data
Equipment type: Gas furnace Equipment type: Split AC Heating cfm: 800
Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc.
Cooling cfm: 800
Model: Bryant Model: Bryant Static pressure: 0 in H2O
350AAV024060 127ANA024-B+CAPVU2417ACA Fan's rated external static pressure for design
airflow
Heating output capacity: 6000 Btuh Total cooling capacity: 0 Btuh
Heat pumps-capacity at winter design out oor conditions
Sensible cooling capacity: 0 Btuh
Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh
DISTRIBUTIONHVAC DUCT •1
Design airflow: 800 cfm Longest supply duct: 231 ft Duct Materials Used
Equipment design ESP: 0 in H2O Longest return duct: 0 ft Trunk duct: Sheet metal
Total device pressure losses: 0 in H2O Total effective length(TEL): 231 ft
Available static pressure(ASP): 0 in H2O Friction rate: 0 in/100ft Branch duct: Sheet metal
Friction R ate=ASP+(T EL x 100)
I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan
listed above. I understand the claims made on these forms will be subject to review and verification.
Contractor's printed name:
Contractor's signature: Date:
Reserved for County,Town Municipality or Authority having jurisdiction
*Home qualifies for MJ1AE Form based on Abridged Edition Checklist CITY APPROVED PLANS
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
wrightsoft' comfort Builder by Wrightsoft Page 3 of 38
FOR ALL INSPECTIONS
N
First floor
51 cfm
3 coil
bed2
181 cfm �80 cflir t 2 _ -
hvmg/kitchen
"dI
cfm
3 m
—d—
laundry
81 m
meth
garage
CITY APPROVED PLANS
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
FOR ALL INSPECTIONS
Job #: 2436 Benoit Place 1 Scale: 1 : 155
Performed for: Page 2
Mike Shetler Homes
Comfort Builder by Wrightsoft
17.0.03 RSU14047
2021-Oct-20 09:30:20
Page 4 nf MR ..ocuments\2436 Benoit Place 1.ru
N
unfinished basement
basement
Job #: 2436 Benoit Place 1
Performed for: CITY APPROVED PLANS
Mike Shetler Homes
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
Page S of 38 FOR ALL INSPECTIONS
Duct System Summary Job: 2436 Benoit Place 1
Date: Oct 20,2021
Entire House By:
Project • •
For: Mike Shetler Homes
Heating Cooling
External static pressure 0 in H2O 0 in H2O
Pressure losses 0 in H2O 0 in H2O
Available static pressure 0 in H2O 0 in H2O
Supply/return available pressure 0.000/0.000 in H2O 0.000/0.000 in H2O
Lowest friction rate 0 in/100ft 0 in/100ft
Actual air flow 800 cfm 800 cfm
Total effective length (TEL) 231 ft
Supply Branch Detail Table
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
bathl h 29 3 2 0 0 Ox 0 ShMt 12.2 150.0 SO
bathe h 595 51 39 0 0 Ox 0 ShMt 65.1 160.0 SO
bedl h 1626 109 107 0 0 Ox 0 ShMt 76.0 140.0 SO
bed2 h 381 39 25 0 0 Ox 0 ShMt 81.0 150.0 SO
laundry c 1229 55 81 0 0 Ox 0 ShMt 19.0 165.0 SO
living/kitchen c 2754 179 181 0 0 Ox 0 ShMt 43.6 175.0 SO
living/kitchen-A c 2754 179 181 0 0 Ox 0 ShMt 33.7 140.0 SO
living/kitchen-B c 2754 179 181 0 0 Ox 0 ShMt 33.0 170.0 SO
mudrm h 59 5 4 0 0 Ox 0 ShMt 10.0 160.0 SO
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 800 800 0 0 0 0 x 0 ShtMetl
TableReturn Branch Detail
Grill 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
rb4 Ox 0 800 800 0 0 0 0 Ox 0 ShMt
CITY APPROVED PLANS
.:tr + wrightsoft Comfort Builder by Wrightsoft 17.0.03 RSU14047 Reviewed for Code Compliance
ACC*, C:\Users\Rob\Documents\2436 Benoit Place 1.rup Calc=MR Front Door faces: W
PLANS MUST BE ON JOB SITE
Page 6 of 38 FOR ALL INSPECTIONS
Load Short Form Job: 2436 Benoit Place 2
Date: Oct 20,2021
Entire House By:
Project • •
For: Mike Shetler Homes
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) 46 0
HEATING EQUIPMENT COOLING EQUIPMENT
Make Bryant Make Bryant
Trade Bryant PerfectSense Gas Furnac... Trade EVOLUTION SERIES SINGLE STAGE ...
Model 355CAV042060 Cond 186BNA036000BA
AHRI ref 2010329 Coil CNPHP3617ACA
AHRI ref 3679232
Efficiency 95 AFUE Efficiency 11.5 EER, 14 SEER
Heating input 60000 Btuh Sensible cooling 22820 Btuh
Heating output 56000 Btuh Latent cooling 9780 Btuh
Temperature rise 47 °F Total cooling 32600 Btuh
Actual air flow 1087 cfm Actual air flow 1087 cfm
Air flow factor 0.027 cfm/Btuh Air flow factor 0.061 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 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)
bed3 418 6651 3831 178 233
bed4 450 6696 2046 179 124
master bed 391 6669 3443 178 209
master bath 172 5023 1264 134 77
hallway 295 1266 463 34 28
wic 285 6547 3339 175 203
game room 613 6076 2347 162 143
bath3 36 1770 1129 47 69
Calculations approved by ACCA to meet all requirements of Manual J 7t CITY APPROVED PLANS
t W rl htsoft Reviewed for Code Compliance
9 Comfort Builder by Wrightsoft 17.0.03 RSU14047
ZZA: C:\Users\Rob\Documents\2436 Benoit Place2.rup Calc=MR Front Door faces: W PLANS MUST BE ON JOB SITE
Page 7 of 38 FOR ALL INSPECTIONS
Entire House d 2659 40699 17863 1087 1087
Other equip loads 14520 4400
Equip. @ 1.00 RSM 22263
Latent cooling 0
TOTALS 1 2659 1 55219 1 22263 1 1087 1 1087
Calculations approved by ACCA to meet all requirements of Manual J 7t CITY APPROVED PLANS
t W rl htSOft Reviewed for Code Compliance
9 Comfort Builder by Wrightsoft 17.0.03 RSU14047
ZZA: C:\Users\Rob\Documents\2436Benoit Place2.rup Calc=MR Front Door faces: W PLANS MUST BE ON JOB SITE
Page 8 of 38 FOR ALL INSPECTIONS
Project Summary Job: 2436 Benoit Place 2
J Date: Oct 20,2021
Entire House By:
Project • •
For: Mike Shetler Homes
Notes:
Design 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 0 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 40699 Btuh Structure 17863 Btuh
Ducts 0 Btuh Ducts 0 Btuh
Central ve (200 cfm) 14520 Btuh Central vent(200 cfm) 4400 Btuh
Humidificati 0 Btuh Blower 0 Btuh
Piping Btuh
Equipment load 55219 tuh Use manufacturer's data in
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 22263 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 0 Btuh
Ducts 0 Btuh
Heating Central vent(200 cfm) 0 Btuh
Area(ft2) 2659 2659 Equipment latent load 0 Btuh
Volume (ft3) 21275
Air changes/hour 0.70 0.40 Equipment total load 22263 tuh
Equiv.AVF (cfm) 248 142 Req.total capacity at 0.70 SHR ton
Heating Equipment Summary Cooling Equipment Summary
Make Bryant Make Bryant
Trade Bryant PerfectSense Gas Furnac... Trade EVOLUTION SERIES SINGLE STAGE ...
Model 355CAV042060 Cond 186BNA036000BA
AHRI ref 2010329 Coil CNPHP3617ACA
AHRI ref 3679232
Efficiency 95 AFUE Efficiency 11.5 EER, 14 SEER
Heating input Btuh Sensible cooling 22820 Btuh
Heating output 56000 tuh Latent cooling 32600 Btuh
Temperature rise °F Total cooling tuh
Actual air flow 1087 cfm Actual air flow cfm
Air flow factor 0.027 cfm/Btuh Air flow factor 0.061 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heat ratio 1.00
Bold/italic values have been manually overridden CITY APPROVED PLANS
Calculations approved by ACCA to meet all requirements of Manual J 7t
Reviewed for Code Compliance
w rightsoft Comfort Builder by Wrightsoft 17.0.03 RSU14047
ACC-'` C:\Users\Rob\Documents\2436 Benoit Place 2.rup Calc=MJ7rVage
nt Door faces, 9 of 8 W PLANS MUST BE ON JOB SITE
3 FOR ALL INSPECTIONS
Residential Plans Examiner Review Form Form
RIPER 1
/`►
,Q'(v_(v_ • AC System Design (Loads, Equipment, Ducts) 15 Mar 09
W
Header Information
Contractor: REQUIRED ATTACHMENTS ATTACHED
Manual J1 Form(and supporting worksheets): Yes ❑ No ❑
Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑
OEM performance data(heating,cooling,blower): Yes ❑ No ❑
Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑
Duct distribution sketch: Yes ❑ No ❑
Home address(Street or Lot#,Block,Subdivision): Entire House
HVAC LOAD CALCULATION (IRC M1401.3)
Design Conditions Building Construction Information
Winter Design Conditions Building
Outdoor temperature: 2 °F Orientation: Front Door faces West
Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest
Total heat loss: 55219 Btuh Number of bedrooms: 1
Conditioned floor area: 2659 ft2
Summer Design Conditions Number of occupants: 0
Outdoor temperature: 95 *F
Indoor temperature: 75 *F Windows F
Grains difference: 0 gr/Ib @50% RH Eave overhang depth: 0 ft
Sensible heat gain: 22263 Btuh Internal shade: none
Latent heat gain: 0 Btuh Blinds,drapes,etc. L,epll
Total heat gain: 22263 Btuh Number of skylights: 0
EQUIPMENTHVAC • 41
Hem Equipment Data Cow Equipment Data Blower Data
Equipment type: Gas furnace E%ipment type: Split AC Heating cfm: 1087
urnace,Healpump,Boiler,etc. it Conditioner,Heat pump,etc.
Cooling cfm: 1087
Model: Bryant Model: Bryant Static pressure: 0 in H2O
355CAV042060 186BNA036000BA+CNPHP3617ACA Fan's rated external static pressure for design
airflow
Heating output capacity: 6000 Btuh Total cooling capacity: 0 Btuh
Heat pumps-capacity at winter design out oor conditions
Sensible cooling capacity: 0 Btuh
Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh
DISTRIBUTIONHVAC DUCT •1
Design airflow: 1087 cfm Longest supply duct: 249 ft Duct Materials Used
Equipment design ESP: 0 in H2O Longest return duct: 0 ft Trunk duct: Sheet metal
Total device pressure losses: 0 in H2O Total effective length(TEL): 249 ft
Available static pressure(ASP): 0 in H2O Friction rate: 0 in/100ft Branch duct: Sheet metal
Friction R ate=ASP+(T EL x 100)
I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan
listed above. I understand the claims made on these forms will be subject to review and verification.
Contractor's printed name:
Contractor's signature: Date:
Reserved for County,Town Municipality or Authority having jurisdiction
*Home qualifies for MJ1AE Form based on Abridged Edition Checklist CITY APPROVED PLANS
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
wrightsoft' comfort Builder by Wrightpage
041� 0 of 38
��j FOR ALL INSPECTIONS
N
Second floor
134 cfm
179 cfm m ter bath wic
master bed m 203
b-d 4
I,553 cfm
2 cfm
hall
4 cfm
K
33 cfm
CITY APPROVED PLANS
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
FOR ALL INSPECTIONS
Job#: 2436 Benoit Place 2 Scale: 1 : 128
Performed for: Page 1
Mike Shetler Homes Comfort Builder by Wrightsoft
17.0.03 RSU14047
2021-Oct-20 09:56:19
..ocuments\2436 Benoit Place 2.rup
N
Third floor
game room
14162 cfm bath3
9 cfm
CITY APPROVED PLANS
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
FOR ALL INSPECTIONS
Job#: 2436 Benoit Place 2 Scale: 1 : 128
Performed for: Page 3
Mike Shetler Homes Comfort Builder by Wrightsoft
17.0.03 RSU14047
2021-Oct-20 09:56:19
...ocuments\2436 Benoit Place 2.rup
Duct System Summary Job: 2436 Benoit Place 2
Date: Oct 20,2021
Entire House By:
Project • •
For: Mike Shetler Homes
Heating Cooling
External static pressure 0 in H2O 0 in H2O
Pressure losses 0 in H2O 0 in H2O
Available static pressure 0 in H2O 0 in H2O
Supply/return available pressure 0.000/0.000 in H2O 0.000/0.000 in H2O
Lowest friction rate 0 in/100ft 0 in/100ft
Actual air flow 1087 cfm 1087 cfm
Total effective length (TEL) 249 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
bath3 c 1129 47 69 0 0 Ox 0 ShMt 0 0
bed3 c 3831 178 233 0 0 Ox 0 ShMt 99.4 150.0 SO
bed4 h 2046 179 124 0 0 Ox 0 ShMt 55.1 140.0 SO
game room h 2347 162 143 0 0 Ox 0 ShMt 0 0
hallway h 463 34 28 0 0 Ox 0 ShMt 78.1 160.0 SO
master bath h 1264 134 77 0 0 Ox 0 ShMt 15.8 150.0 SO
master bed c 3443 178 209 0 0 Ox 0 ShMt 29.0 140.0 SO
wic c 3339 175 203 0 0 Ox 0 ShMt 15.2 140.0 SO
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 877 875 0 0 0 0 x 0 ShtMetl
TableReturn Branch Detail
Grill 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 0 534 582 0 0 0 0 Ox 0 ShMt
rb2 Ox 0 553 505 0 0 0 0 Ox 0 ShMt
CITY APPROVED PLANS
.t + wrightsoft Comfort Builder by Wrightsoft 17.0.03 RSU14047 Reviewed for Code Compliance
)CC+ C:\Users\Rob\Documents\2436 Benoit Place 2.rup Calc=MR Front Door faces: W
PLANS MUST BE ON JOB SITE
Page 13 of 38 FOR ALL INSPECTIONS
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D 0 �J � I- �J [ N Cl7Ul +- N O
N ;U -[ --1 Cl? Cl? "n 'T1 CA Cl? ,2p \ O D II 70 N w p n Z o o s N
C>J fn fn Q 2 2 M M � O D � �„ \ , SETBACK A � G? N 11 C>J 1�1 � n (y) W In CO
C) 0 � � nntncchM � 11M
MM -j 00 �1ZM \ � �� ° 0� MOmOOM
< C Z Z 0 ~0 �° 6 w CSl II N p M r- Z O `, 3 M
D D �Tl `n 'Tl M (� N N U) r N -� — ui o
O O A > 0 -n -n0 - z M N � c�o -n 11 z ° � ox v c�
z z 0 p r 0 Z •� 1`1 1`1 Ega \ I T� (}] V! U1 �_ �I O SHEET:
O m
-n rn rn � K-Z � � � Z � � \ � �
� 0 z0 -0zz -� rn nn0 Al
z , v CITY APPROVED PLANS m
z Reviewed for Code Compliance W W �-�l N PLAN NAME:
PLANS MUST BE ON JOB SITE N
M Site Plan
n FOR ALL INSPECTIONS
Page 14 0 38
o
ENERGY COMPLIANCE
PRESCRIPTIVE ENERGY CODE -
2
R'-30 MIN IN FLOORS
R'-20 MIN INWALLS a �E-EW
R'-38 MIN IN ATTIC SPACES OVER LIVING AREA
.35 U-VALUE MIN LOW-E WINDOWS M
N a E
FOR CONDITIONED CRAWL SPACES: 82
SAME AS PRESCRIPTIVE ABOVE WITH
3� v
ADDITION OF:
LL 3
R'-1 9 MIN FOUNDATION PERIMETER 5 E
OSCALE:
/ 1/4"_V-C"
ALL HEADERS (2) 2x 10 UNO / DRAWN BY:
James Wallace
SEE STRUCTURAL CONCRETE WALL SCHEDULE ON S-601
DATE DRAWN:
.=SEE S-1 01 STRUCTURAL FOUNDATION PLAN FOR FOOTING INFORMATION 09/22/21
-AND S-601 FOR DETAILS
UNFINISHED BASEMENT = 550 SF ASS 112X10 J-Bolt- 40 OC Max _
24'-0"
Foam Sill Seal
2X8 Treated Sole Plate .;
B'-„ 1/4" 15'-03/4"
FIRST FLOOR = 2364 SF 16"
Vertical Reber:#4 @ 18"o.c. �
�--� Horizontal:#4 12"from top and bottom
SECOND FLOOR -- 2169 SF
- and at 1/3 points 8"CONC.STEM .T
THIRD FLOOR 524 SF �� Damp proofing required on all WALL MIN.
ATTACHED GARAGE — 1 525 SF exterior walls below grade
n u n n u n n
1/2"
n n u n n
4"Min Concrete Slab over h n u n n u n n
COVERED PATIOS = 520 SF 4"CompactedGrevel
Il 10 Mil visqueen ----------------- -
n u
16X8 Footing w/2#4 Reber TYP 1/2" }-�
u u n u 4'-03/
------- ro
OBasement Wall v
O
.J
\ \
r r
lL
N N
STORAGE
5114x
8'CE1LIN G
1/4
R-19INTERMITTENT
HSS4X X1/4'
OR R-15 CONTINUOUS
1.a'
PERIMETER INSUL.
5v4x 5 O
,/a LO
-1/2'
- OP0
ee. N V
ri
Second Floor —
"v 1 -2" 24'1" ^`
m
q _ Main Plate Ht n Q U Q
11-91/4"
a)
I I 0
7 3/4"RISE MAX 1 O"MIN RUN
3/4"-1 1/4"NOSING o I I S
i o 6.8"MIN HEADROOM FROM NOSING
CO
HANDRAIL 34"-38" L
I First Floor (� �Q
_ OVERALL HEIGHT 20-7 5/8 - - -
38 R SERs 6-17/32_ ON i `•,
` I R LINg jLEv=L Foundation C
— 6" V 7 1/2" V C V N
T.O Crawl Ft n
\ ILJ1 6
SHEET.
,c \ B.O Cra t oU
2'-2"
11" m
T.O.Bsmnt Fin A
\ -7'-5
— — — Basement
-7'-9 CITY APPROVED PLANS A 2
B.O.Bsmnt Foo
OBasement Stair 1 Reviewed for Code Compliance
1/4"=1'-0^ PLANS MUST BE ON JOB SITE
O Basement FOR ALL INSPECTIONS PLAN NAME:
Basement
Page 15 of 38
FOUNDATION DETAILS REFERENCED ON STRUCTURALS: p o
2: } -
SEE S-101 FOR HOLD DOWN LOCATION p 0 C p L } L
r
ENERGY COMPLIANCE SEE S-501 FOUNDATION DETAILS L= e
PRESCRIPTIVE ENERGY CODE SEE S-51 1 FOR STEEL FRAMING DETAILS p
R-30 MIN IN FLOORS SEE S-51 2 FOR STEEL/CONCRETE DECK SYSTEM OVER SAFE ROOM/BASEMENT p p
R-20 MIN IN WALLS SEE S-601 FOR HOLD DOWN SCHEDULE M£ d z
R-38 MIN IN ATTIC SPACES OVER LIVING AREA
SEE 5-602 FOR FOOTING SCHEDULES AND DETAILS
.35 U-VALUE MIN LOW-E WINDOWS NOTE-STRUCTURAL PAGES OVERRIDE OTHER PLAN INFO ' J
4 E
t Al P
FOR CONDITIONED CRAWL SPACES:
SAME AS PRESCRIPTIVE ABOVE WITH IRC SECTION R317.1 DEPENDING ON SLAB HEIGHT MAY REQUIRE LANDING:
WOOD SIDING,SHEATHING,AND 20181RC R31 1.3.1
WALL FRAMING ON THE EXTERIOR THE LANDING OR FLOOR ON THE EXTERIOR SIDE SHALL
ADDITION OF. _ OF A BUILDING TO BE 6"MIN.FROM NOT BE MORE THAN 7-3/4 INCHES BELOW THE TOP OF 3
',,a EARTH&2"FROM CONCRETE OR BE THE THRESHOLD PROVIDED THAT THE DOOR DOES NOT u—
,', PRESERVATIVE TREATED, SWING OVER THE LANDING .F'W
R-19 MIN FOUNDATION PERIMETER
SEE ENGINEERING FOR THE ANCHOR BOLTS TO BE SCALE:
ALL HEADERS (2) 2X 1 O UNO MAJORITY OF ALL HEADERS. a 'S ..Q'- 12" MAX FROM CORNERS 3/1611=r-al
ONLY USE THIS IF NOT SPECIFIED & END OF PLATES. DRAWN 9Y:
FV = FOUNDATION VENT James Wallace
33'-9 17/32"
- _ Q DATE DRAWN:
/ ^ F_ �n, 09/22/21
FV I �
29'-1 1„
s-'
8'-11 1/4" 15'-03/4" L.L
1 1.7/8 BCI6000 AT 16"OC OR E FV a., >7 tn
i T-3 9/.2" tl/
nh '� •��q ^oJ _ W =_____= I iV Ili�- lu lu I T �V
4N OJ ------- N I
\ _- ---
TO BEARING LUBLOCKINGREQUIRED _ n
__ {
/ /wets 3,y� N \ ILL
ry -_____-
U
3'-8 1/2" -1
I S
- - - - IBX24 MIN.CRAWL SPACE ______ -
4. N 15'-0 I/2" CEss REouIRED Winn
2-OF ------- ---- -
CLEANOlf�S I____ _ ______ �2 ID n O
Al
% cwwL - I______
J'-0
BRICKLEDGE "�. - ---__- _____- L DECK 5114 5
CONC/STEE _= 1/
- i 1/ - - \ < __ _ _ __—s'STEM SEE S-512.— _ -
v \
+< o�a� !' '/ 27-0„ POR ti 18'-3 1/2'
mJ / p, <�, HAR SURFACE - - 1 /�
A1� 0 4"MIN CONCRETE SLAB OVER `T /. / -� 1''6" . 1`I'-2"'a-a O U
�( a FOB / \ 4"MIN CONCRETE SLAB OVER I
4"COMPACTED GRAVEL T
SLOPE 1/8"PER FT TO OPENING O }- '9 + "- (9 1 a 4"COMPACTED GRAVEL \ 1
<a@g --14;-B /O SLOPE I/8"PER FT TO OPENING
�{ BLGCKGUT FOR 12X80HD Q \1[J
VERIFY R/O WITH BUILDER
a' PLEASE NOTE-SEVERAL FOOTINGS ARE NOT 1 6X8 N J - _ ' -. -.""- -
U� \ BRICKLEDGE SEE S-1 O 1 FOR LOCATION AND S-60 1 FOR DETAILS
2 3 ..�.
_ '-83/4" CL OF FOOTING
CO
O�OO�
F41 /
C) 30" MIN CLEAR SHEET.
CRAWLSPACE
\
O Foundation 9 TOP OF A 3
3/16"=T-0" FOUNDATION TO
BE ABOVE UTTER CITY APPROVED PLANS
ABOVE GUTTER
12"MIN To 36"MAX OVERDIG Reviewed for Code Compliance
FROM EDGE OF FOOTING
PLANS MUST BE ON JOB SITE
FOR ALL INSPECTIONS PLAN NAME:
Foundation
Page 16 of 38
Smoke Detector location: e
Smoke alarms and smoke detectors v o y L.
ENERGY COMPLIANCE shall not be installed within36" c `o o
ho rizontal path from the tip of the blades W g L E r
of ceiling-suspended fan.
PRESCRIPTIVE ENERGY CODE
-it- 3 .2
R-30 MIN IN FLOORS
�S � L VI
Smoke Detector location: d `wo .N c mO rn
Smoke alarms and smoke detectors
R-2 0 MIN IN WALLS shall not be installed within a 36" J. E $ £ d z
R-38 MIN IN ATTIC SPACES OVER LIVING AREA horizontal air
heating from e woollyupply system
o d z z o
of a forced air heating or cooling system
and shall be installed outside of the o
.35 U-VALUE MIN LOW-E, WINDOWS direct airflow from those registers.
4 E
v�
-
FOR CONDITIONED CRAWL SPACES: S'� Smoke alarms shall be at least3'away �z
SAME AS PRESCRIPTIVE ABOVE WITH would
ldprerootplace placement
smoks this g�yyp
would prevent placement of a smoke "mil
alarm required by NFPA 72 3
ADDITION OF:
N �3
R-1 9 MIN FOUNDATION PERIMETER For tray-shaped ceilings(coffered �w
ceilings),smoke alarms and smoke
:N detectors shall be installed on the SCALE:
highest portion of the ceiling or on the 3/16"=1'-0"
h sloped portion of the ceiling within 12"
vertically down from the highest point.
ALL HEADERS (2) 2X 10 UNO Please reference NFPA 72 Chapter DRAWN BY:
0 29.w
James Wallace
v
'S1sn 3is, R315.1 Carbon monoxide alarms.For DATE DRAWN:
new construction,an approved carbon 9/22/21
monoxide alarm shall be installed
outside of each separate sleeping area
the
UNFINISHED BASEMENT = 550 SF 2 oS� edoimsindellicgunitfwit
� 's" 2�- bedrooms in dwelling units within which
>, a^ 40t9 fuel-fired appliances are installed and in
FIRST FLOOR = 2364 SF > �" Fad dwelling units that have attached
/ a1
garages.v
SECOND FLOOR = 2169 SF ^ ^ 4"MIN CONCRETE SLAB OVER
O N J3 4"COMPACTED GRAVEL
THIRD FLOOR = 524 SF N 4; ^° ��
S� p s„ rI.lonization
A(Chapter 29)Smoke alarms shall not be installed in
ATTAG H E D GARAGE = 1525 S F 4" ollowing locations unless this would prevent placement
MN �' Hsssx xilz smoke alarm.
COVERED PAT I O S = 520 S F N s:, smoke alarms shall not be installed less than
KITCHEN >> horizontally from a permanently installed cooking
1O'CEILIN ^ 's iance.LIVING `�^ N ri .onization smoke alarms with an alarm silencing switch +.
p T 1 O'CEILING ` Z43 13/16" 14'-6 1/2" shall not be installed less than 10'horizontally from a
h ° permanently installed cooking appliance. ,^
�N 2, 3.PhD toelectric smoke alarms shall not be installed less v I
than 6'horizontally from a permanently installed cooking
ON i�� appliance.
^N 3080 ry �ge�a 4 6��5'vo1,1, 0 v v
N Q- c N HSS4X4X1/ SS4X4X1/4LL
FAN BE 1 2'-4 1/2" "
^ (J S4X4X1/4 --- - m
HSS5X5X1/2 10' ILING
20 Marvi F[ m p4' �-6`�, 41 0 �� N __
n^ !4 L-----'u
�� P 27A FAN I u u o ii ii 3080 N� N GARA
p N O80 �. I u u u u ii ii �u �u a '^ 1 1'CEIL NG 3
9, HSS4X4X1/4 ^N O g l u u o o u u u u S P1 \
i �u �ii o u u o ii u u p p O HSS4X Xil4 \
H S4 Xil4 II II II II II II ALBSPENETRATIONS
LKE
^
"! '' 2 MECHANICAL ----- ------� _
TO BE FIRE CAULKED �
.pl{Jg �41��0{T���1p EMRY � <V
j '- 6'-0" I 3-11" --- _ARIES ^\N 3080 N 1/2"' 14' 1/2" \
s FIRE SEPARATION q; 3, O
COMMON WALLS 2S;0 O� �' -{J -- N 2680 ��,�� \_ 20 Mery Fl"E Dooa
TO BE 5/8 $.. i0 173 w rv�s�ry FIRE SEPARATION <~r1
^ @ GYPSUM N 15-0 1/2" 07 15. � `150 N COMMON WALLS - -
'/i ON GARAGE FACE \°J 5 1l4 X 5 ��O 3 TO BE 5/8 V
A @® ALL PENETRATIONS J/ 1/Q 2680, ��3 2;5.> Q 30 0 GYPSUM r' IS\wa TO BE FIRE CAULKED O \ 9 4080 0 Ey 8 a ON GARAGE FACE M a
k. e 5/8"TYPE X ry \ N
CEILING 2X6 WAL 1114 •. Soso ` n'-9 1/2" 00
.f 8. BETWE HOUSE
i \ O 4"MIN CONCRETE SLAB OVER
X.m ANDG AGETYP. A 1'6"zw^ ""s_'-21/21, 2'-11 i/2" BED v
TO A OW FOR 4"COMPACTED GRAVEL ^`
4a` a 10'CEIL NG q0 \ C SLOPE I/8"PER FT TO OPENING \l/
S4X4Xi14 14'-S ro
R-20 NSUL.MIN.
km!@ ^N 4"MIN CONCRETE SLAB OVER-' 01 O A CATTIESS
vGARAGE 4"COMPACTED GRAVEL � 22X30
1 1'CEILING 00 (4) 6 /V
4"MIN CONCRETE SLAB OVER \ ;! EGRESS EGRESS PT r LJ�
4"COMPACTED GRAVEL \ N 0 i COSLOPE 1/8"PER FT TO OPENING \\ 2'-0" 20'.O" Q 1 I1
ATTIC
ACCESS 23'-6„ 2,.g„ 1`6„ 3,-0„ 3,-0„ 12,1„ 3,.0„ W
u 22x3O a O, 3 M
HSS4X 1/4
\ Sj 6 14,1„ 18'-g„ O V
.P 32,.9„
N
SHEET.
`3O'
\ O First Floor
P CITY APPROVED PLANS A4
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
FOR ALL INSPECTIONS PLAN NAME:
First Floor
Page 17 of 38
W
tor location:
7�,
s and smoke detectors 'stalled within 36" E LENERGY COMPLIANCE th from the tip of the blades Q .V N-�c
pended fan. o= `o o z a o
PRESCRIPTIVE ENERGY CODE -
2
R-30 MIN IN FLOORS t o
Smoke Detector location: c -W c ~ =o m
R-2 O MIN I N WALLS Smoke alarms and smoke detectors O
E o
R-38 MIN IN ATTIC SPACES OVER LIVING AREA horizo tab path frolm the supply6register L }
35 U-VALUE MIN Low-E WINDOWS of a forced air heating or cooling system o
and shall be installed outside of the
direct airflow from those registers. ,y a E
FOR CONDITIONED CRAWL SPACES:
AM A PRESCRIPTIVE ABOVE WITH Smoke alarms shall be at least3'awaySAME S ESC E O E :N from bathroom doorway,unless this "alp
ADDITION O F: ," would prevent placement of a smoke 3
�` alarm required by NFPA 72 3
R-1 9 MIN FOUNDATION PERIMETER E
For tray-shaped ceilings(coffered
ceilings),smoke alarms and smoke SCALE:
o detectors shall be installed on the 3/16"=V-0"
s 0., highest portion of the ceiling or on the
ALL HEADERS (2) 2X 1 O UNO sloped
callyd on from the ceiling highhinest
12"
vertically down from the highest point. DRAWN BY:
'',o Please reference NFPA 72 Chapter James Wallace
29.vv
S;o DATE DRAWN:
R315.1 Carbon monoxide alarms.For 9/22/21
new construction,an approved carbon
monoxide alarm shall be installed -
UNFINISHED BASEMENT = 550 SF "^ outside of each separate sleeping area
S�sr., in the immediate vicinity of the
FIRST FLOOR = 2364 SF � cRFss 2' 4s:S bedrooms in dwellingunitswithinwhich
e` a 2, fuel-fired appliances are installed and in
SECOND FLOOR = 2169 SF 4�2 s, dwelling units that have attached
~ % 2 r garages.v
THIRD FLOOR -- 524 SF "< 2
»;e-
�' FcRF s COVERED t 7'-2 3/4"
< s TE PORCH 9$
ATTACHED GARAGE = 1 525 SF %<
4'-10" 4'-10" F
(Chapter 29)Smoke alarms shall
COVERED PATIOS = 520 S F ; "<< O 2, '9;S e installed in the following locations
BED 4 3oso '4, 'v s this would prevent placement of
^`y 121 CEILING BATH 3 oke alarm. "'
S• zation smoke alarms shall not be
S DECK lled less than 20'horizontally from
3, A 4•, o, 32„ manently installed cooking ,^
20, m ance. v I
ization smoke alarms with an be
10", 1�00o a;> o$ N � s 32 � ', -- -- cing switch shall not be installed �
2; 3oso M �S;, (D than 10'horizontally from a
S opo M c S� /,S __ __ anently installed cooking appliance. (�
�vj �eo.00, 1D ® 2" 32„ 9 r otoelectric smoke alarms shall not
^� 3oso OPEN TO BEL 3oso �Y __ __ enstalled less than 6'horizontally from
C r
a permanently installed cooking �
N 3080 zsao OpOr 3>, :`D appliance.
qYJ DN
N M BED M BATH 2 °� 4'-7" ID
/ cA 12'CEILING e3 ff
0 rO
�@ ♦'LD v 1 2'CEILING F7
DECK m
h� 14' 't'G io 2680 N� g o Cl
�� 2680 3080�96a0 n
151-0 1/2" 3'-11" 3'-11;i2" N R314.3 On each additional Q
� S - ----- FAN s story of the dwelling,
N including basements and p
m - MECH 7111 habitable attics and not L0
d o ,� 3oso N -CHASE including spaces and +_
P g uninhabitable attics O
^ry BATH 2 15 W.I.0 p %n
tp� BED 3 FA 8'-7 1/8" 5'-2" 5'-0" 3'-1 1 3/8"• 12'CEILING
1 2'CEILING 30a0 a 1'6"2'-0" 20'-0" @;@ \�N
O V V
low 2.7 ® �ry (0 NN VL
D : THIS IS A SINGLE FAMILY =Ss }
9 DWELLING AND ALL
:N 0 SLEEPING ROOMS MUST BE
3os , S23 g„ C N CONNECTED OF HOUSE. ROOMS
7@
^N 2 � CANNOT BE ACCESSED VIA S CO
'0 OUTDOORS ONLY OR THIS L/
HOME WOULD NEED TO BE
BUILT AS A TWO FAMILY
2b„ DWELLING(DUPLEX) M
^N,-y S/ S LO V
' h' 2 ` V N
SHEETSeco .
O 3/16n=1I0'r I �5
CITY APPROVED PLANS
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
FOR ALL INSPECTIONS PLAN NAME:
Second Floor
Page 18 of 38
o
ENERGY COMPLIANCE FRAMING DETAILS REFERENCED ON STRUCTURALS: a r
PRESCRIPTIVE ENERGY CODE 73/4"RISE MAX 1C MIN RUN
3/4"-1 1/4"NOSING SEE S-1 03 FOR SPECIFIC BEAM CALL OUTS ETC
R-30 MIN IN FLOORS 6.8"MIN HEADROOM FROM NOSING Toll a 01 `
SEE S-510 FOR DETAILS "
HANDRAIL 34"-38" w W . I' c
R-20 MIN IN WALLS ° ° SEE S-51 `I FOR STEEL FRAMING DETAILS a d M E W
R-38 MIN IN ATTIC SPACES OVER LIVING AREA r SEE S-520 FOR ROOF FRAMING DETAILS
35 U-VALUE MIN LOW-E WINDOWS WALL BRACING DETAILED ON S-602 BY WALL PANEL o E
FOR CONDITIONED DRAWL SPACES: NOTE STRUCTURAL PAGES OVERRIDE OTHER PLAN INFO
SAME AS PRESCRIPTIVE ABOVE WITH A,
ADDITION OF: °
R-1 9 MIN FOUNDATION PERIMETER R o F E
++ �® ^ SCALE:
ALL HEADERS (2) 2x1 O UNO $z,a HSS55 OeRs ° As indicated
Entry Stair 2 �2
1/4"=1'-O" ++3' �P DRAWN BY:
James Wallace
FV — FOUNDATION VENT
DATE DRAWN:
7 3/4"RISE MAX 1 O"MIN RUN N 9/22/21
3/4"-1 1/4"NOSING
6-8"MIN HEADROOM FROM NOSING
HANDRAIL 34"-38"
1 6"BCI 6000 1 6"OC OR EQ 1 1-7/8"BCI 6000 1 6"OC OR EQ
—
3 --
N UP c SS 4 /4 4I4X I I I --
7
i
s-
10"MIN.RUN
3/4"-1 1/4"NOSING<
ro
11"TREAD DEPTH �Entry Stair 1
MIN.
FROM NOSING
7 3/4"RISE MAX 1 O"MIN RUN HANDRAIL 34"-38"
3/4"-1 1/4"NOSING ax ®M v -----
I
1 6"BCI 6000 1 6"OC OR EQ
I l i i l l i i l 51/4x5
6-8"MIN HEADROOM FROM NOSING v AP -- -- S 14
HANDRAIL 34"-38" ' 1 1.7/8"BCI 6000 1 6"OC OR EQ - o
N toll
KEY WALL DIM U ii
t0
51/4x5 1l4 u-
114
e
4
Q1 6"BCI 6000 1 6"OC OR EQ
A lc
Access
- 22x30
�g a
Exterior Stair-Main to Second
,�dy 28;6 � Gi derT ss }
i
Am 22'-51/2" '^ O
C9 ATTIC `�'0 3PLY 14"LVL v.
N CCESS
22x30
4X4X
a by TRUSS COMPANY A/O MATERIAL SUPPLIER = u a
TO VERIFY SIZE OF ALL BEAMS CALLED OUT
ON PLAN -.REQUIRES FINAL TRUSS DESIGN N — +_-
v EACH LOCATION SHOWN ON TRWNOT MATCH FINAL TRUSS IN BEARING WALLS BELOW ANY •�
N DESIGN DETAILS LAYOUT.PLEASE VERIFY GIRDER TRUSS LOADS ABOVE. '� % O
PROVIDE COLLAR TIES FOR HANDALL GIRDER TRUSS LOADS EACH TRUSS PLY TO HAVE A N
FRAMED ROOF RAFTERS& ON TRUSS FRAMING STUD BELOW. f�L
OVERBUILDS @ 4'O.C.MIN. LAYOUT FROM MFR. S
OSecond Floor Framing -tr CO
3/16"=1'-0"
LANDING AT MIDPOINT PER 201 S IRC �LJ
� � M
V cV
a
10'-1" 4'-0" 11'-0" SHLLT.
N m
7 3/4"RISE MAX 1 O"MIN RUN I •6\ m
3/4"=1 1/4"NOSING
6-8"MIN HEADROOM FROM NOSING
HANDRAIL34"-38" CITY APPROVED PLANS
OExterior Stairs-Second to Third Reviewed for Code Compliance
6 1/4"=1'-0" PLANS MUST BE ON JOB SITE
FOR ALL INSPECTIONS PLAN NAME:
Second Flr Framing
Page 19 of 38
a
0 C L } L
ENERGY COMPLIANCE
_ d
PRESCRIPTIVE ENERGY CODE - &
`o 2
R-30 MIN IN FLOORS t o
R-20 MIN IN WALLS a dor
R-38 MIN IN ATTIC SPACES OVER LIVING AREA
.35 U-VALUE MIN LOW-E WINDOWS M
E
FOR CONDITIONED CRAWL SPACES:
SAME AS PRESCRIPTIVE ABOVE WITH
ADDITION OF: LL 3
R-1 9 MIN FOUNDATION PERIMETER w
SCALE:
\1 �/ 1/4"=1'-0"
ALL HEADERS (2/ 2x't 1 O U`R'O D DRAWN BY:
�t
James Wallace
DATE DRAWN:
9/22/21
UNFINISHED BASEMENT = 550 SF - Mod POOI --
FIRST FLOOR = 2364 SF �
a�
SECOND FLOOR = 2169 SF
THIRD FLOOR = 524 SF
ATTACHED GARAGE = 1 525 SF
COVERED PATIOS = 520 SF
9;4 N
a ,
3 9n 4—
R314.3 On each additional story of N
the dwelling,including basements
and habitable attics and not ' s e;,o
including spaces and uninhabitable .ry` O 2 ROOF TOP DECK
atticsLL
NFPA(Chapter 29)Smoke alarms shall not be installed in N
the following locations unless this would prevent placement
of a smoke alarm.
,.Ionization smoke alarms shall not be installed less than v
20'horizontally from a permanently installed cooking m
appliance.
2.Ionization smoke alarms with an alarm silencing switch 649/16„ o a
shall not be installed less than 10'horizontally from a / 2" O
permanently installed cooking appliance. /
3.Photoelectric smoke alarms shall not be installed less LO
than 6'horizontally from a permanently installed cooking ( / r �N
appliance. :N \ �� N�\ ��„ O
Q GAME ROOM h
/ CEILING 7-7 1/8 N� 4b"
ATTIC
/ ACCESS
22x30 O U U
� Q
/ \ FAN
O �—
>, CO
s3 4' i rp L/) im
(o p r)CC 3 (y
SHEET.
O Third Floor CITY APPROVED PLANS A 7
114"=,'-0"
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
FOR ALL INSPECTIONS PLAN NAME:
Third Floor
Page 20 of 38
o
A7 C } p L } L
FRAMING DETAILS REFERENCED ON STRUCTURALS: a
ALL HEADERS (2) 2X 10 UNO SEE S-103 FOR SPECIFIC BEAM CALL OUTS ETC
SEE S-51 0 FOR DETAILS p t o
SEE S-5 1 1 FOR STEEL FRAMING DETAILS "` .3
SEE S-520 FOR ROOF FRAMING DETAILS
WALL BRACING DETAILED ON S-602 BY WALL PANEL
NOTE STRUCTURAL PAGES OVERRIDE OTHER PLAN INFO oE
�z
::3 p
'o" s
70, ; E
SCALE:
1/4"_1,0°
y a r
DRAWN BY:
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h¢ \ DATE DRAWN:
09/22/21
LAST REVISED:
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TRUSS COMPANY A/O MATERIAL SUPPLIER A8
O Second Plate Ht TO VERIFY SIZE OF ALL BEAMS CALLED OUT CITY APPROVED PLANS
ON PLAN - REQUIRES FINAL TRUSS DESIGN Reviewed for Code Compliance
PROVIDE MEANS TO RESIST UPLIFTAT ROOF FRAMING PLAN MAY PROVIDE FULL HEIGHT STUDS PLANS MUST BE ON JOB SITE
EACH LOCATION SHOWN ON TRUSS NOT MATCH FINAL TRUSS IN BEARING WALLS BELOW ANY
DESIGN DETAILS LAYOUT.PLEASE VERIFY GIRDER TRUSS LOADS ABOVE.
PROVIDE COLLAR TIES FOR HAND ALL GIRDER TRUSS LOADS EACH TRUSS PLYTO HAVEA FOR ALL INSPECTIONS PLAN NAME:
FRAMED ROOF RAFTERS& ON TRUSS FRAMING STUD BELOW.
OVERBUILDS @ 4'O.C.MIN, LAYOUT FROM MFR. Third Flf Framing
Page 21 of 38
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Roof of game room clears rim roof plane
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_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Roof Plan V `o `o,z o
ALL HEADERS (2) 2X `I O UNO = "�38'0 �;w .N L
" 3/12'- z 3
m Third Plate H "-' e— 01
S O L V
— — — — — — m 34'-11"
RAILING MUST BE - r $ d z
SEE THROUGH _ OD a o i ru z £t
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Third Floor OL BUILDING
27'-3 7/8" m
Second Plate Ht q p _
25'-3 1/8" v
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SCALE:
Second Floor 3/16"=V-0"
- - - - - - - - - - - - - — MINE
— — — — — v
Main Plate Ht V DRAWN BY:
11,-g 1/4"
James Wallace
Berm Height of 2-10 VERIFIED by DATE DRAWN:
Mike Shetler Homes First Floo o 9/22/21
V-8 /8"
!Fo,nd
lA REVISED:
O - — — — — — — — — — — — O
N N La
GROUND LE L 4
O 17
Rim Height Check 6"
2 CTI
3/16"=1'-0" BERM HEIGHT TO BE —
VERIFIED BY CITY
ENGINEERING N
DEPARTMENT BEFORE
FOOTING INSPECTION
CAN BE PASSED
CITY APPROVED PLANS }
Reviewed for Code Compliance W
PLANS MUST BE ON JOB SITE �n
DN
FOR ALL INSPECTIONS
Roofline clears the wind walls by 6"
— Roof Plan
38'-0" V
Third Plate Ht n Q
io 34'-11" `D
0
Third Floor —,
27'-3—
Second Plat t
25'-3 1/8"
PROVIDE RAFTERS
LARGE ENOUGH TO
ALLOW FOR R-38 ATTICE 1:1
USX s INSULATION MIN. I
Second 1Floor
2^
Main Plate Ht n
3 11'9,/4"
/12 I M
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Acce
22x3 TRUSS COMPANY A/O MATERIAL SUPPLIER C/
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TO VERIFY SIZE OF ALL BEAMS CALLED OUT
Berm Height of 2-10 VERIFIED by First Floor
ON PLAN - REQUIRES FINAL TRUSS DESIGN SHEET:
s� / Mike Shetler Homes
PROVIDE MEANS TO RESIST UPLIFTAT ROOF FRAMING PLAN MAY \ \ —
EACH LOCATION SHOWN ON TRUSS NOT MATCH FINAL TRUSS PROVIDE FULL HEIGHT STUDS Foundation
DESIGN DETAILS LAYOUT.PLEASE VERIFY IN BEARING WALLS BELOW ANY — — ., . .. —. — — — —
OThirdPla t PROVIDE COLLAR TIES FOR HAND ALLGIRDERTRUSSLOADS GIRDER TRUSS LOADS ABOVE. 71/2
3/16"=1'-�" 20; FRAME ROOF RAFTERS& ON TRUSS FRAMING EACH TRUSS PLY TO HAVE
2" OVERBUD ILDS @ 4'O.C.MIN. LAYOUT FROM MFR. STUD BELOW.
GROUND LEVEL
6"
3/12 PITCH MAX TO KEEP O Town Side Rim Check
HEIGHT OF BUILDING 3/16"=V-0"
LESS THAN 35'MAX
PLAN NAME:
Roof Framing
Page 22 of 38
Buildings shall have approved address numbers, _
or approved building Identification placed d = d
All buildings shall have a permanently posted c '�
address,which shall be placed at each driveway - - - - - - - - - - - - _ - - - - - - - Roof Plan
entrance and be visible from both directions of 3/12 38 0 0- `o `o,
travel along the road.Buildings shall have + w m L
approved address numbers,or approved building _ _ _ _ _ _ _ _ _ _ _ _ _ TN d Plate Ht /1 3 2
Identification placed in a position that is plainly 34'-11�"
legible,visible from the street or frontage road
fronting the property and of a contrasting color ro
(IFC505.1). r a d z y o
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 r,
ft.is 8 in.,151 to 200 ft.is 10 in.and greater is 12 a hird Floor 3
n - - - - - 7'-3 7/8" M
q Sec d Plate Ht n U e
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4/12
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4/12 Se and Floor SCALE:
1 _2„ 3/16„_V-0„
— - - - - - - M 'n Plate Ht n
1V-91/4" D DRAWN BY:
James Wallace
��� ❑❑❑ ���� DATE DRAWN:
�D] ❑❑❑ ° First Floor 09/22/21
1'-8 1/ "
,
- - - - GROUND_ 6
oun ati
LEVEL
7 1/
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B.O Cra Ft
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— - - - - - - -Basement �
- -7'-9 5/8" 1
B� t8'55/8" CITY APPROVED PLANS
OFront
3/16"=V-0" Reviewed for Code Compliance 0)
PLANS MUST BE ON JOB SITE
FOR ALL INSPECTIONS
Roof Plan
— - - - - - - - - - - - - - - - - - - - -
3/12 t/a/1 z 38'-0" j
ate- Third Pl Ht n �>
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Foundation
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PLA E:
ORear
3/16"=V-0" Elevations-
Front/Rear
Page 23 of 38
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v _ Second Floor 3/16"=1'-0"
" Main Plate Ht
11'-9 1/4" DRAWN BY:
James Wallace
❑ ❑ OD
DATE DRAWN:
b 9/22/21
First Floor
ro Foundation
6 9 T.O Crawl Ft
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B.O Cra Ft
T.O.Bsmnt Fin Flr
7'-5 /8"
_ _ _ __ __ L
- - - - - - - _ _ _ _ _ = Base nt
-7'-9 5/8"
B.O. nt Footin }
-8'-5 5/8"
1 Left
CITY APPROVED PLANS
3/16"=1'-0"
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
FOR ALL INSPECTIONS _
Roof Plan
- 38-_p V
3/12
Third Plate Ht n Q
34'-11"
ro
- 4/12 - Third Floor
27'-3 7/8"
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N 25-31/8" V
❑ ❑ ❑ ❑ ❑ m
4/12 O
_ _ _ _ _ 'v _ Second Floor n
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11'-9 1/4'
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❑❑❑❑ ❑ .. ❑❑❑ I N
❑❑❑❑ ���� ❑❑❑ First 81 or
❑ Foundation SHEET:
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B.O Cra Ft A
2'_2" 1
Basement
- - - -7'-9 5/
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3/16"=1'-0" RLA E:
Elevations-
Left/Right
Page 24 of 38
a iE
Buildings shall have approved address numbers,or approved building
Identification placed w o L v E 2
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 = w z= c
the road.Buildings shall have approved address numbers,or approved it-v L 3 2
building Identification placed in a position that is plainly legible,visible from e= m c u
S 2 L V
the street or frontage road fronting the property and of a contrasting color(IFC `w ,� cc, rn
505.1).
Address size is based on distance from the street:up to 50 ft.is 4 in.,51 to 'o m d o £ d '
100 ft.is 6 in.,101 to 150 ft.is 8 in.,151 to 200 ft.is 10 in.and greater is 12 in o d z z r
J G
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SWIMMING POOL °'3p _
a
TO BE PERMITTED 03
SEPARATELY .E
SCALE:
DRAWN BY:
James Wallace
DATE DRAWN:
04/21/21
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CITY APPROVED PLANS A 12
Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE
PLAN NAME:
FOR ALL INSPECTIONS 3D
Page 25 of 38
1 2 3 4 5
MIKE SHETLER HOMES
1 ABRIVIATIONS 2 GENERAL NOTES 5 CONCRETE NOTES DESIGN CRITERIA
3/4"=1'-0' 3/4"=1'-0" 3/4"=1'-0"
AB ANCHORBOLT(S) O.C. ON CENTER 1. TYPICAL DETAILS AND SECTIONS SHALL APPLY WHERE SPECIFIC DETAILS ARE NOT SHOWN. 1. MATERIALS,UNLESS NOTED OTHERWISE: 1. BUILDING CODE IRC2018 COWART
ABV ABOVE O.F. OUTSIDE FACE 2. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS.IF ACTUAL CONDITIONS DIFFER FROM THOSE A. NORMAL WEIGHT AGGREGATES ASTMC33 2. WIND SETTLERS RIDGE50A
ALT ALTERNATE OPNG OPENING SHOWN IN THE CONTRACT DRAWINGS,THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER BEFORE B. REINFORCING STEEL ASTM A615 GRADE 60(FV=60 KSI) a. 3 Second Gust Velocity 90 mph
APPROX APPROXIMATE OPP OPPOSITE PROCEEDING WITH THE FABRICATION OR CONSTRUCTION OF ANY EFFECTED ELEMENTS. USE GRADE 40(FY=40 KSI)FOR FIELD BENT DOWELS WITH b. Exposure Category C NOESIS ENGINEERING
ARCH ARCHITECr(URAL) 3. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUESTTOTHE ENGINEER BEFORE PROCEEDING WITH ANYCHANGES, SPACINGS INDICATED REDUCED BY1/3. d. Adjustment Factor 2.43 SERVICES,P.C.
PCF POUNDS PER CUBIC FOOT SUBSTITUTIONS OR MODIFICATIONS.ANY WORK DONE BY THE CONTRACTOR BEFORE RECEIVING WRITTEN APPROVAL C. DEFORMED BAR ANCHORS(DBA) ASTM A496
BLDG BUILDING PL PLATE WILL BE AT THE RISK OF THE CONTRACTOR. D. HEADED STUD ANCHORS ASTM A108 3. SNOW
= m
BLW BELOW E. ANCHOR RODS ASTM F3554 GRADE 36 WITH ASTM A563 HEAVY HEX a.
FLIP POUNDS PER LINEAL FOOT 4. IN CASE OFACONFLICT BETWEEN THE CONTRACT DRAWINGS AND THE SPECIFICATIONS,FOLLOW THE MOST STRINGENT 4. SEISMIC
Roof Snow Load Pr 25 psf in.
BM BEAM NUTS WITH HARDENED WASHERS
PNL PANEL 1
BOG BOTTOM REQUIREMENT OR DIRECTIONS PROVIDED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER. F. ADMIXTURES: a. Occupancy II
0 BRG BEARING PSF POUNDS PER SQUARE FOOT 5. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES ANY ITEMS THAT ARE TO BE INTEGRATED IN THE STRUCTURAL I. AIR-ENTRAINING ADMIXTURES COMPLY WITH ASTM C260(WHEN USED). b. Seismic Design Category a p
BTWN BETWEEN
PSI POUNDS PER SQUARE INCH SYSTEM SUCH AS OPENINGS,PENETRATIONS,MECHANICAL,ELECTRICAL EQUIPMENT,ETC.SIZES AND LOCATIONS OF II CALCIUM CHLORIDE SHALL NOT BE ADDED TO THE CONCRETE MIX. c. Soil Site Class D • \�
PT POINT MECHANICAL AND OTHER EQUIPMENT THAT DIFFERS FROM THOSE SHOWN ON THE CONTRACT DRAWINGS SHALL BE G. TYPE I/II CEMENT COMPLYING WITH ASTM C150 SHALL BE USED FOR ALL CONCRETE. d. Mapped Spectral Response Accel 5:=0.184
C.1. CONST/CONTROL JOINT REPORTED TO THE ENGINEER. H. THE WATER/CEMENT RATIOS SHALL MEET THE REQUIREMENTS OF ACI 318. e. Site Coefficients F,=1.6
CMU CONCRETE MASONRY UNIT REINF REINFORCING 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING AS REQUIRED FOR HIS METHOD OF ERECTION. I. PROVIDE AIR ENTRAINING AS RECOMMENDED BY ACI 318. f. Design Spectral Response Accel Sos=0.196 1712 CABALLERO DR.
COL COLUMN REQD REQUIRED SHORING AND BRACING SHALL REMAIN IN PLACE UNTIL FINAL CONNECTIONS FOR THE PERMANENT MEMBERS ARE J. NO ALUMINUM CONDUIT OR PRODUCT CONTAINING ALUMINUM OR ANY OTHER MATERIAL INJURIOUS TO 9. Response Modification Factor R=6.5
CONS CONCRETE R.D. ROOF DRAIN COMPLETED.THE BUILDING SHALL NOT BE CONSIDERED STABLE UNTIL ALL CONNECTIONS ARE COMPLETED. CONCRETE SHALL BE EMBEDDED IN CONCRETE. h. System Overstrength Factor Oe 3.0 AMMON,IDA-2720HO 6
CONST CONSTRUCTION RS ROUGH SAWN LUMBER WALLS SHALL NOT BE CONSIDERED SELF-SUPPORTING AND SHALL BE BRACED UNTIL THE FLOOR/ROOF SYSTEM IS 2. COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS: I. Deflection Amplification Factor Ce=4 (208)932-2720
CTR CENTER RTU ROOFTOP UNITS COMPLETED. A. FOOTINGS 3,000 PSI
J. Seismic Response Coefficient C,=Sos*IJR=0.03 WWW.NOESIS.US
7. THE CONSTRUCTION SHALL FOLLOW ALL PRESCRIPTIVE REQUIREMENTS IN THE IRC AND IN THE AWC WOOD B. INTERIOR SLABS ON GRADE 3,000 PSI k. W Dead Load of Structure
DB DECK BEARING C. WALLS 3,000 PSI I. Base Shear V=Cs*W=0.03W ev
SCW SEISMIC CRITICAL WELD CONSTRUCTION MANUAL,UNLESS OTHERWISE NOTED IN THE FOLLOWING DRAWINGS AND DESIGN REPORT. 5. ROOF LOAD
DBL DOUBLE SHT SHEET D. ALL SITE CONCRETE 4,000 PSI
DET DETAIL Si SPECIAL INSPECTION 3. ONLY ONE GRADE OR TYPE OF CONCRETE SHALL BE POURED ON THE SITE AT ANY GIVEN TIME. a. Live Load 20 psf ro ov
b. Dead Load 15 psf
DIA DIAMETER 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN,DETAILING,CARE,PLACEMENT AND REMOVAL OF ALL
SIM SIMILAR 6. FLOOR LOAD
DIM DIMENSION FORMWORK AND SHORING. unrraovu
SMU SUSPENDED MECHANICAL UNITS 3 WOOD NOTES a. Live Load 40 psf DKB
DIN DOWN A. SUPPORTING FORMS AND SHORING SHALL NOT BE REMOVED UNTIL STRUCTURAL MEMBERS HAVE
DWG DRAWING SO, SQUARE-GRADE 3194= _0" ACQUIREDSUFFICIENTSTRENGTH TO SAFELY SUPPORT THEIR OWN WEIGHT AND ANY CONSTRUCTION LOADTO b. Dead Load 15 psf
DWL DOWEL SO, SQUARE WHICH THEY MAY BE SUBJECTED.IN NO CASE,HOWEVER,SHALL FORMS AND SHORING BE REMOVED IN LESS 7. DECK FLOOR LOAD
STAG STAGGERED 1. MATERIALS: a. Live Load 40 psf
A. FRAMING LUMBER SHALL BE#1-2 DOUGLAS FIR-LARCH OR BETTER UNLESS NOTED OTHERWISE. THAN 24 HOURS AFTER CONCRETE PLACEMENT.
STD STANDARD b. Dead Load 25 psf
EA EACH 5. REINFORCEMENT SHALL HAVE THE FOLLOWING CONCRETE COVER:
E.F. EACH FACE STL STEEL B. WOOD SHEATHING SHALL BE INTERIOR GRADE WITH GLUE,SPAN INDEX RATIO,UNLESS NOTED OTHERWISE, CAST-IN-PLACE CONCRETE: CLEAR COVER
E.J. EXPANSION JOINT STIRSTRUCTURAL 24/0 WALLS A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
ELEC ELECTRICAL STS SELF TAPPING SCREWS 48/24 ROOF B. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER: >
ELEV ELEVATION #6 THRU#18 BARS 2"
C. NAILS:STANDARD COMMON WITH THE FOLLOWING PROPERTIES: r
EQUIP EQUIPMENT T&B TOP AND BOTTOM NAIL SIZE SHANK DIAMETER MIN.PENETRATION INTO SUPPORT MEMBER #5 AND SMALLER BARS 1-1/2" U I
EQ EQUAL TEMP TEMPERATURE 6D 0.113" 1.25" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I..L
E.W. EACH WAY SO 0.131" 1.50" Q
THDS THREADS SLABS,WALLS, #11 BARS AND SMALLER 3/4"
EXST EXISTING T.O. TOP OF IOD 0.148' 1.63" BEAMS,COLUMNS:PRIMARY REINF.,TIES,STIRRUPS,SPIRALS 1-1/2" (n
(E) EXISTING TOC TOP OF CONCRETE 12D 0.148" 1.63" 6. CONSTRUCTION JOINTS AND CONTROL JOINTS:
EXP EXPANSION TOD TOP OF DECK 16D 0.162" 1.75" A. PROVIDE A FORMED AND BEVELED 2X4X CONTINUOUS KEYWAY IN ALL HORIZONTAL AND VERTICAL 8 SUSPENDED CONCRETE SLAB/SLABS ON METAL DECK
C EXT EXTERIOR TOF TOP OF FOOTING FASTENERS OTHER THAN COMMON NAILS ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM CONSTRUCTION JOINTS,UNLESS NOTED OTHERWISE.IN ADDITION,ALL JOINTS SHALL BE INTENTIONALLY 1. UNLESS NOTED OTHERWISE,ALL CONCRETE SLABS ON METAL DECK SHALL BE Y C
THE ENGINEER. ROUGHENED TOA FULLAMPLITUDE OFAPPROXIMATELV 1/4-INCH. Z
TOS TOP OF STEEL 5-1/2"TOTAL THICKNESS NORMAL WEIGHT CONCRETE WITH A WEIGHT LESS
FC-x CONTINUOUS FOOTING MARK D. BOLTS SHALL BE ASTM A36 OR EQUAL WITH ASTM A563 HEAVY HEX NUTS AND HARDENED WASHERS,GRADE B. CONTROL JOINTS SHALL BE INSTALLED IN SLABS ON GRADE SO THE LENGTH 70 WIDTH RATIO OF THE SLAB IS
TOW TOP OF WALL THAN 145 POUNDS PER CUBIC FOOT,REINFORCED WITH#3 BARS O 1-O P = W
F.D. FLOOR DRAIN A,UNLESS NOTED OTHERWISE. NO MORE THAN 1.25:1.CONTROL JOINTS SHALL BE COMPLETED WITHIN 12 HOURS OF CONCRETE
NP TYPICAL EACH WAY(SEE NOTE 8).REINFORCING STEEL SHALL BE CHAIRED TO 1"TOP
FDN FOUNDATION E. ALL LAMINATED VENEER LUMBER(LVL)SHALL BE FURNISHED BY TRUS-JOIST CORPORATION OR VERSA-LAM BY PLACEMENT.CONTROL JOINTS MAYBE INSTALLED BY:
COVER AT ALL BEAM LOCATIONS. N
F$-x SQUARE FOOTING MARK I. SAW CUTA DEPTH OF I/4 THE THICKNESS OF THE SLAB O
UNO UNLESS NOTED OTHERWISE BOISE CASCADE CORPORATION. 2. AROUND OPENINGS IN SUSPENDED CONCRETE SLABS,ADD REINFORCING BARS }
FT FOOT II. TOOLED JOINTS A DEPTH OF I/4 THE THICKNESS OF THE SLAB Q 2. ALL WOOD IN CONTACT WITH CONCRETE,MASONRY OR SOIL SHALL BE PRESSURE TREATED OR BE REDWOOD. EQUIVALENT TO BARS CUT BY OPENING WITH HALF ON EACH SIDE OF OPENING.
FTS FOOTING C. INSTALL CONSTRUCTION OR CONTROL101 R IN EINFORLABS ED ADE SLABA7ASPACING TIMESTHE SLAB HIC 307IME5
FTS-x THICKEN SLAB MARK VERT VERTICAL 3. GENERAL FRAMING AND CARPENTRY SHALL BE CONNECTED AS PER"MINIMUM NAILING SCHEDULE" SHEET S-601 BARS PARALLEL TO PRINCIPAL REINFORCING SHALL RUN FULL LENGTH OF SPAN.
UNLESS NOTED OTHERWISE. THE SLAB THICKNESS IN ANY DIRECTION FOR UNREINFORCED$LABS AND 75 TIMES THE SLAB THICKNESS IN BARS PARALLELTO TEMPERATURE REINFORCING SHALL RUN 24"BEYOND J LU
ANY DIRECTION FOR REINFORCED SLABS,UNLESS NOTED OTHERWISE.CONSTRUCTION JOINTS SHALL NOT EXCEED
GA GAUGE W/ WITH 4. ALL FRAMING ANCHORS,POST CAPS,HOLD DOWNS,COLUMN BASES,ETC.SHALL BE PROVIDED BY SIMPSON STRONG- A DISTANCE OF 125'-0"O.C.IN ANY DIRECTION. OPENING. Q J
TIE OR APPROVED EQUAL. 3. SLAB PENETRATIONS LESS THAN 6"IN ALL DIRECTIONS WITH A CLEAR SPACING
GALV GALVANIZED WD WOOD 7. CONSTRUCTION OFAT LEAST 3 TIMESTHE LONGEST DIMENSION,DONOTREQUIRE LU
GLB GLULAM BEAM 5. BUILT-UP BEAMS OF 2X-MEMBER 12 IN.OR LESS IN DEPTH SHALL BE SPIKEDTOGETHER WITH NOT LESS THAN I6-D A. USE CHAIRS OR O7HERSUPPOR7 DEVICES RECOMMENDED BYTHECRSI TO SUPPOR7ANDTIE REINFORCEMENT
GSN GENERAL STRUCTURAL NOTES ( ) ( BARS AND WWF PRIOR TO PLACING CONCRETE.WWF SHALL BE CONTINUOUSLY SUPPORTED AT 36"O.C. SUPPLEMENTAL REINFORCING.OTHERWISE,THE PENETRATIONS SHALL BE
SPIKES ATTWELVE-INCH 12 IN.CENTERS,STAGGERED.IF THE DEPTH OF BEAM IS MORE THAN TWELVE INCHES 12 (Y
IN.),THE MEMBERS SHALL BE CONNECTED TOGETHER WITH I/2"¢BOLTS @24IN.O.C.STAGGERED.BOLTS SHALL BE MAXIMUM.REINFORCING STEEL FOR SLABS ON GRADE SHALL BE ADEQUATELY SUPPORTED ON PRECAST
FRAMED ON 4 SIDES WITH STEEL ANGLES OR BENT PLATES(SEE TYPICAL DETAIL) V)
UNLESS NOTED OTHERWISE.
PLACED 1 4 THE DEPTH OF THE MEMBER FROM THE TOP AND BOTTOM F THE MEMBER. W
HB HORIZONTAL BRIDGING C / O OO CONCRETE UNITS.LIFTING THE REINFORCING OFF THE GRADE DURING PLACEMENT OF CONCRETE IS 4, EVERY EFFORT SHALL BE MADE TO PROVIDE A LEVEL FINISHED FLOOR WHILE
HORIZ HORIZONTAL 6. ALL WALLS SHALL HAVE A MINIMUM OF TWO TOP PLATES.SPLICES IN TOP PLATES SHALL BE STAGGERED A PERMITTED. Y
HSA HEADED STUD ANCHOR MINIMUM OF FOUR FEET FROM THE NEAREST SPLICE IN ADJOINING TOP PLATE. B. CONCRETE TO BE MECHANICALLY CONSOLIDATED DURING PLACEMENT PER ACI STANDARDS. MAINTAINING THE MINIMUM INDICATED SLAB THICKNESS.WHEN PLACING cc O
HT HEIGHT 7. ROUGH SAWN LUMBER BEAMS AND POSTS TO BE DOUGLAS FIR DENSE NO.1 C. CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL OPENINGS,CURBS,DOWELS,SLEEVES,CONDUITS, BOLTS, CONCRETE,SCREEUETODS ON BE RE-SEWEIGHT AFTER INITIALSCREEDINGTOACCOUNT G U N
INSERTS AND OTHER EMBEDDED ITEMS PRIOR TO CONCRETE PLACEMENT. FOR DEFLECTION DUE SPCONCRETE WEIGHT.
IBC INTERNATIONAL BUILDING CODE D. ALL EMBEDS AND DOWELS SHALL BE SECURELY TIED TO FORMWORK OR TO ADJACENT REINFORCING PRIOR 5. CONTROL101NT5IN SUSPENDED CONCRETE SLABS AND CONCRETE SLABS ON
I.F. INSIDE FACE TOTHE PLACEMENT OF CONCRETE. DECK SHALL NOT BE USED UNLESS SPECIFICALLY APPROVED AND DETAILED BY
IN. INCH E. NO PIPES,DUCTS,SLEEVES,ETC.SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY THE ENGINEER.
INT INTERIOR 4 STEEL NOTES DETAILED ORAPPROVED BV THESTRUCTURAL ENGINEER.PENETRATIONSTHROUGH WALLS WHEN 6. SEE TYPICAL DETAILS WHEN SLABS ARE MADE COMPOSITE WITH STEEL BEAMS.
3/4"=1'-O" APPROVED SHALL BE BUILT INTO THE WALL PRIOR TO CONCRETE PLACEMENT.PENETRATIONS WILL NOT BE 7 CONDUIT SHALL NOT BE PLACED IN THE SLAB DECK.
1T JOINT ALLOWED IN FOOTINGS OR GRADE BEAMS UNLESS DETAILED.PIPING SHALL BE ROUTED AROUND THESE 8. IN ALL SLABS NOT COVERED BY CARPET INSTALLLL#4 REINFORCING STEEL AT I2"
1ST JOIST 1. MATERIAL: ELEMENTSAND FOOTINGS STEPPED TO AVOID PIPING. O.C.EACH WAY.
A. WIDE FLANGES SECTION ASTM A992(50 KSI) F. REINFORCING BARS SHALL NOT BE WELDED.DO NOT SUBSTITUTE REINFORCING BARS FOR DBAS OR HSAS.
k KIP($)=1000 POUNDS B. OTHER SHAPES&PLATES ASTM A36 8. DETAILING:
KLF KIPS PER LINEAL FOOT A. LAP LENGTHS SHALL BE AS FOLLOWS:
KSF KIPS PER SQUARE FOOT C. PIPE COLUMNS ASTM A53,TYPES E OR 5,GRADE B. I. 30 BAR DIAMETERS FOR#3 AND#4 BARS
D. STEEL TUBES ASTM A500 GRADE B(46KSI) II. 40 BAR DIAMETERS FOR#5 THROUGH#8 BARS
B LBS POUNDS E. DEFORMED BAR ANCHORS IDEA) ASTM A496 III. DO NOT SPLICE STIRRUPS AND TIES. B
LF LINEAL FOOT F. HEADED STUD ANCHORS(HSA) ASTM A108 IV. DO NOT SPLICE VERTICAL BARS IN RETAINING WALLS UNLESS SPECIFICALLY SHOWN.
LVL LAMINATED VENEER LUMBER G. BOLTED CONNECTIONS: ASTM A325 B. ATJOINTS PROVIDE REINFORCING DOWELS TO MATCH THE MEMBER REINFORCING,UNLESS NOTED
2. FABRICATION AND CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS: OTHERWISE.
MAS MASONRY a. AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC),"SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL C. ATALL DISCONTINUOUS CONTROL OR CONSTRUCTION SLAB ON GRADE JOINTS,PROVIDE 2-#4 X 48 INCHES.
MAX MAXIMUM STEEL FOR BUILDINGS,"WITH"COMMENTARY". D. PROVIDE CORNER BARS AT INTERSECTING WALL CORNERS USING THE SAME BAR SIZE AND SPACING AS THE
MECH MECHANICAL b. AISC"CODE OF STANDARD PRACTICE"EXCLUDING THE FOLLOWING:SECTION 3.4,SECTION 4.4,SECTION 4.4.1, HORIZONTAL WALLREINFORCING.
MFR MANUFACTURER c. AISC"SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" E. ALL VERTICAL REINFORCING SHALL BE DOWELED TO FOOTINGS,OR TO THE STRUCTURE BELOW WITH THE SAME
MIN MINIMUM d. AMERICAN WELDING SOCIETY(AWS),STRUCTURAL WELDING CODE(SPECIFIC ITEMS DO NOT APPLY WHEN THEY CONFLICT WITH THE AISC SIZE AND SPACING AS THE VERTICAL REINFORCING FOR THE ELEMENT ABOVE.DOWELS EXTENDING INTO
MISC MISCELLANEOUS REQUIREMENTS). FOOTINGS SHALL TERMINATE WITH A 90 DEGREE STANDARD HOOK AND SHALL EXTEND TO WITHIN 4"OF THE
e. AISC"SEISMIC PROVISION FOR STRUCTURAL STEEL BUILDINGS" BOTTOM OF THE FOOTING.FOOTING DOWELS(#8 BARS AND SMALLER)WITH HOOKS NEED NOT EXTEND MORE
NIC NOT IN CONTRACT THAN 20"INTO FOOTINGS. CITY APPROVED PLANS
NTS NOT TO SCALE 3. WELDING F. HORIZONTAL WALL REINFORCING SHALL TERMINATE AT ENDS OF WALLS AND OPENINGS INTO THE FAR END
a. ALL E-70 XX OR AS AND NOTED
TEDOTTING HER OTHERWISE.
PERFORMED BYAWS CERTIFIED WELDERS. OFTHEJAMB COLUMN WITH A 90 DEGREE STANDARD HOOK PLUS A 6 BAR DIAMETER EXTENSION. oeR rHr
b. USE E-70 XX OR AS NOTED OTHERWISE. HORIZONTAL WALL REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION AND CONTROL JOINTS. oe numeexw oe .00xieinu oocumenis.
c. ALL I NTERSECTING STEEL SHAPES WHICH ARE NOT BOLTED SHALL BE CONNECTED BYA FILLET WELD ALL AROUND,UNLESS NOTED ReviewedforCodeCompliance
OTHERWISE.WHERE FILLET WELD SIZES ARE NOT SHOWN THEY SHALL BE I/16"LESS THAN THE THINNEST OF THE CONNECTED PARTS FOR V STATEMENT OF SPECIAL INSPECTIONS �5510NALF
THICKNESSES 1/4"AND LARGER.FILLET WELDS ON PLATES LESS THAN I/4"SHALL BE OF THE SAME SIZE AS THE THINNEST OF THE 3/4"=1'-0" PLANS MUST BE ON JOB SITE
CONNECTED PART. C X'
d. DO NOT WELD ANCHOR BOLTS,INCLUDING"TACK"WELDS. SPECIAL INSPECTION AND QUALITY ASSURANCE
4. BOLTED CONNECTIONS: FOR ALL INSPECTIONS 1 6 6 7 6
a. USE ASTM A325N BOLTS FOR STEEL TO STEEL CONNECTIONS,AS NOTED HEREIN OR AS NOTED ON THE DRAWINGS.A325N BOLTS SHALL BE TYPICAL INSPECTIONS ARE DEFINED AS INSPECTIONS REQUIRED UNDER THE IRC SECTION R109 AND AS REQUIRED BY THE 9/21/2021
USED IN CONNECTIONS FOR SIMPLE SPAN FRAMING AND BEAM(OR GIRDER)TO BEARING PLATE CONNECTIONS.TIGHTEN BOLTS TO A BUIDLING OFFICIAL.THOSE INSPECTIONS AREA REQUIREMENT OF THE CODE AND SHALL ONLY BE WAVED BY THE BUILDING
SNUG TIGHT CONDITION. OFFICIAL.THE BUILDING OFFICIAL ALSO HAS THE RIGHT TO MAKE OR REQUIRE ANY OTHE RINSPECTION TO ASCERTAIN 9/�/0 OF�Q�•��'
b. USE HARDENED WASHERS BENEATH THE TURNED ELEMENT OF ALL BOLTS OR NUTS.USE HARDENED BEVELED WASHERS,TO COMPLIANCE WITH THIS CODE OR THE ENGINEERING DESIGN HEREIN. K• 8
COMPENSATE FOR THE LACK OF PARALLELISM,WHERE THE OUTER FACE OF THE BOLTED PARTS HAS A SLOPE GREATER THAN ONE IN
TWENTY WITH RESPECTTO THE PLANE NORMAL TO THE BOLT AXIS.AT OVERSIZED HOLES HARDENED WASHERS OR PLATES SHALL SPECIAL INSPECTION AND QUALITY ASSURANCE ARE IN ADDITION TO THOSE TYPICAL INSPECTIONS REQUIRED BY THE IRC AND STATEMENT ON THE IRC REQUIREMENTS AND NES SCOPE OFWORK: ,�,,II Digitally signed by
CONFORM WITH ASTM F-436 AND SHALL COMPLETELY COVER THE SLOT AFTER INSTALLATION. SHALL BE PROVIDED BY AN INDEPENDENT AGENCY EMPLOYED BY THE OWNER UNLESS WAIVED BY THE BUILDING OFFICIAL. NOESIS ENGINEERING SERVICES'(NES)SCOPE OF WORK IS LIMITED David K. David K.Boyter,PE
c. WHERE A STEEL TO STEEL BEAM CONNECTION IS NOT SHOWN,PROVIDE A STANDARD AISC FRAMED CONNECTION FOR ONE HALF THE THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE REQUIRED INSPECTIONS.ALL TESTING AND INSPECTION STRUCTURAL ANALYSIS,LIMITED TO THE STRUCTURAL ELEMENTS NOT p Date:2021.09.21
TOTAL UNIFORM LOAD CAPACITY OF THE BEAM FOR THE SPAN AND STEEL SPECIFIED. REPORTS SHALL BE SENT TO THE ENGINEER FOR REVIEW.ITEMS REQUIRING SPECIAL INSPECTION AND QUALITY ASSURANCE COVERED BY THE IRC PRESCRIPTIVE CODE.THE CONTRACTOR SHALL FOLLOW Boyter,PE17:10:37-06'00' A
D. BOLTS,NUTS AND WASHERS SHALL NOT BE REUSED. ARE:
A THE IRC,LOCAL BUILDING OFFICIAL AND THE WOOD CONSTRUCTION //
MANUAL FOR ALL STRUTURAL CTO ELEMENTS L NOT OUTLINED IN THESE
5. PROVIDE FULL-DEPTH WEB-STIFFENER PLATES AT EACH SIDE OF ALL BEAMS AT ALL BEARING POINTS.STIFFENER PLATES SHALL BE THE THICKNESS DRAWINGS.THE CONTRACTOR MAY ENLARGE NOESIS ENGINEERING
CALLED OUT BELOW UNLESS NOTED OTHERWISE AND SHALL BE WELDED BOTH SIDES WITH FILLET WELDS ALL AROUND: 1. EPDXY ANCHORS,NOTED NONE ARE CALLED FOR IN THESE PLANS,IF AN EPDXY ANCHOR IS REQUIRED FOR A HOLD- SERVICES SCOPE OF WORK WITH A REQUEST IN WRITTING.THE CONTRACTOR
FLANGE WIDTH STIFFENER THICKNESS WELD SIZE DOWN APPLICATION CONTACT THE ENGINEER FOR DESIGN AND SPECIAL INSPECTION REQUIREMENTS. SHALL CONTACT NOESIS ENGINEERING SERVICES IF ANY STRUCTURAL GENERALSTRUCTURAL
LESS THAN 8 1/4" 1/4" 3/16" ELEMENT IS NOT INCLUDED IN THE IRC PRESCRIPTIVE CODE PROVISIONS OR NOTES
8 1/4"TO 121/4.1 3/8" 1/4" IN THESE DRAWINGS FOR ADDITIONAL DESIGN.
121/4"TO 1636" 1/2" 5/16"
16 Y,"TO 20 W 5/8" 3/8"
6. ALL COLUMNS ADJACENT TO OR EMBEDDED IN WOOD STUD WALLS SHALL HAVE(1)1/2"DIAMETER X 3-1/2"THREADED STEEL ROD SHOP-WELDED No. Description Date
TO THE FACE OF THE COLUMN AT 24"O.C.AND EXTENDING EACH WAY INTO THE ADJACENT STUD WALLS.ATTACH ADJACENT WOOD WALL STUDS S_001
TO STEEL COLUMN WITH STANDARD NUT AND WASHER AS REQUIRED.
1 2 3 4 5 Page 26 of 38
1 2 3 4 5
MARKS AND SYMBOLS LEGEND MIKE SHETLER HOMES
n�HS55X5X1/2 SECTION MARK SETTLERS
RID
SHEET NUMBER SETTLERS RIDGE SOA
� FS3.0
roc-1'-s" NOESIS ENGINEERING
\ J CW-X INDICATES CON[.WALL,SEE SCH ON$-601
SERVICES,P.C.
HSS5X5X1/2 HD-X HOLD DOWN,SEE SCH ON S-601
IS /
FS3.0 4' / FS4.0 F_X INDICATES FOOTING AND TOP OF /!
O CONC.FOOTING(TOC),SEE PLAN
FS8.5 / AND SCH.ONYTO �\ D
To
-1'6 ;
" HD-1 J � FS4.5 ;NOTE*VERIFY TOP OF CON[. \\-
ELEVATIONS WITH ARCH PLANS AND
FIELD VERIFY FORST DEPTH.
/ v HSS5X5X1/2 1712 CABALLERO DR.
Z / HSS5X5X1/2 AMM IDAHO 83406
HSS5X5X1/2
(208)08)932-2720
-s ^ FOUNDATION PLAN NOTES WWW.NOESIS.US
FS5.5
CW-g /../ \ ^, /
/ \ / W 8 •SI / 7 TOC-1'6" 1. VERIFY ALL FLOOR OPEINGS FOR MECHANICAL v DATE
\ ��"/ SHAFTS,STAIRS,ETC.WITH ARCHITECTURAL
/ FC1.3 AND MECHANICAL DRAWINGS.
HSS5X�1/2 / TOC-1'-6" 2. SEE ARCHITECTURAL DRAWINGS FOR COLU MN unaaaovu
\ � WALLS AND OPENING DIMENSIONS.
FC1.3 TOC-1'-6" 3. FIELDVERIFY ALL DIMENSIONS.
TOC-1'-6" 4. ARCHITECTTO VERIFY REQUIRED BEAM
CLEARANCE
5. COORDINATE LOCATION OF DEPRESSED SLABS,
SLOPED SLABS,AND FLOOR DRAINS
ARCHITECTURAL AND MECHANICAL DRAWINGS.
/ FS3.5 6. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR L
TOC-1'-6" \ \ \ UJI
FC1.3 HD �\ti ^ \ T -1-fi" (3)2x6 W6 EXTERIOR r--
�,;, FC1.3 HD-1 TOCCV-6" \ TOC-1'-s" °� $ /'//v \ HD-1 5 EWALKS,CONCRETE WORK AT DOORS,
_� - - 7. SEE ARCHITECNRAL DRAWINGS FOR CONTROL
W- / / r, ° _ -°-;- - - - - - - - IOINT LOCATION.
FC1.3 / '� TOC-1'6" / - / r r «1 8. ALL SPOT FOOTINGS SHALL BE CENTERED (n
TOc-1'6" I••I / > �•y FS3.5 V/ HD-1 UNDER COLUMNS(UNO).
I�• ` TOC-1'-6"
/ \ FS7.0 1 9. SEE DETAILS 1&2/S-501 FOR CONDITION WHERE Y
C CW-6 (3) 6�/ TOC-1'-6" SS5X5X1/21 J w-8 BURIED PIPES RUN PARALLEL AND Z C
/ j H PERPENDICULAR TO FOOTINGS.
/ \ ✓\ SS4X4X1/4 FS3.5 / n \ CW-8 TOCC7'95/8" 30. SEE DETAIL7/S-601FORTYPICAL = Lu
HD-1 2z6 / / TOC-1'6" / /
a / / / \ \� 2 S4X4X1/ CONTROL/CONSTRUCTION JOINTS IN CONCRETE O
)` FC1.3 / /I FS4.0 L SLAB ON GRADE. }
3• / J4SS4X4X1/4 j Z TOC-1'-6"
� / �e`��,� TOC-1'6" a 11. SEE DETAIL 5/S-601 FOR SLAB REINFORCING
(3)2x6�J / I , I V y FS2.0 L WHERE CONTROL JOINTS ARE DISCONTINUOUS. a
HD-1 ( FC1.3 FC1.5 1 HSS4X4X1/4 \ TOC-1'-6" CW_8 12. SEE DETAIL 6/5-601 FOR ADDITIONAL
TOC-1'-s" r 70c-1'-s^ J
FC1.3 - REINFORCING AT MISCELLANEOUS OPENINGS IN LJJ
CW-10
/ / \ 70C-1'-s" HSS5X5X1/2 f- - - 1 FC1.3 CONCRETE WALLS. Q
FS4.0 TOC-T-95/8" 13. SEE ARCHITECTURAL DRAWINGS FOR w
/ TOC-1'-6" 1 CW-6 DIMENSIONS FOR ALL WALLS AND OPENINGS.
4f-HSS4PC4X. 51/4 x 5 F- _
SS4X4X1/4 L - - - - (4)2x6 1/4 FS3 0 14. ALL EXTERIOR WALLS TO BE 2X6 DF.NO.2
FC1.3 - - -- -- FC1.3 FC1.3 a TOC-T-S 5/8" STUDS @ 16"O.C.U.N.O.
- - - - - - - - - TOC-1'-6" w >Q
TOC-1'6" (3)2x / 15'-01/2" l TOC-1'6" L - - - J L J 15. THE CONSTRUCTION SHALL FOLLOW ALL Y > op
�`. FS3.0 / PRESCRIPTIVE REQUIREMENTS IN THE IRC AND O
i TOC-1'-6" CW-6 FC1.3 CW-6 -
O ` \ - FS5.5 51/4z5 IN THE AWC WOOD CONSTRUCTION MANUAL, (� N
. TOC_i.-6" CW-6 FC1.3 1/4 r , UNLESS OTHERWISE NOTED IN THESE
/ FC1.3 FC7.3 / HD-1= 'HD-1 To UNLESS TOC-T-55/8" FS3.0
TOC-1'6" \ > e C1.3 FC1.3 \
-/ TOC-1'6" •6„ TOC-1'-6" TOC-1'-6" \ FC1.3 TOC-T-55/8" DRAWINGS AND DESIGN REPORT.
CW-81 = 14'_8" \OC-1'-6" 4)2x6 FC2.0 L J
FC2.0 - - -� (4)2x6 TIC-T-1511 CW-8 W-8
SS4X4X1/4 -CW6 - - - - L - - - - -
cW-8
TOC-1'_8" / HD-1 --2 114 F 51/4z5 CW-6 - -
HD 1 - FC1.3 - - - - - - -
CW-6 / CW HD-1 - W-fi (3)2z6 TOC-1'-6
g 4i` / / FC1.5 _ _ J L 18'-31/2" FC1.3
/ FC1.3 F TOC-1'-6" B
Toc-1, TOc cws
(+ < / / / FC1.5 L .J TOC FC1.3 L CW6 (4)2x�
TOC-1 TOC-1'-6^ - - - -
�i CW-6 .� - _W-8 CW-6 _
CW-10 - - - - - f I e
FS3.0 CW-iHD-1 - - - - - - - _
HD-1 - - - -..
HD-1 HD-1
HD-1 HSS4X4X1/4 TOC-1'-6"
FS3.0
0
FS3.0 FC1.3 T°°-''-6" CITY APPROVED PLANS _1-
HD-\ CW 6 \ / "'�~ TOC-1'-6 TOC-1.3
-3" oa nuMaEaw ces ac rvom ooaMErvn. oea.ae
� 14'-6" 18' a oEan.o oa�e�rvu r xe
W-10 23'_6�� 32'_9��
3p, / Reviewed for Code Compliance gS1pNAl e
ss�76`W-ID 0W-10 // / PLANS MUST BE ON JOB SITE Q 16 6 7 6
r
FOR ALL INSPECTIONS o �/zl/zozK.
�
FC1.3 9G/0 80�.�4,
HD-1 TOC-116"
STATEMENT ON THE IRC REQUIREMENT$AND NE$SCOPE OF WORK:
NOESIS ENGINEERING SERVICES'INES)SCOPE OF WORK IS A LIMITED
STRUCTURAL ANALYSIS,LIMITED TO THE STRUCTURAL ELEMENTS NOT
q r1 FOUNDATION PLAN COVERED BY THE IRC PRESCRIPTIVE CODE.THE CONTRACTOR SHALL FOLLOW A
THE IRC,LOCAL BUILDING OFFICIAL AND THE WOOD CONSTRUCTION
LJ 3/16"=1'-O" MANUAL FOR ALL STRUTURAL ELEMENTS NOT OUTLINED IN THESE
DRAWINGS.THE CONTRACTOR MAY ENLARGE NOESIS ENGINEERING
SERVICES SCOPE OF WORK WITH A REQUEST IN WRITTING.THE CONTRACTOR
SHALL
CONTACT NOESIS ENGINEERING SERVICES IF ANY STRUCTURAL FOUNDATION PLAN
ELEMENT IS NOT INCLUDED IN THE IRC PRESCRIPTIVE CODE PROVISIONS OR
IN THESE DRAWINGS FOR ADDITIONAL DESIGN.
No. Description Date
S-101
1 2 3 4 5 Page 27 of 38
1 2 3 4 5
MIKE SHETLER HOMES
MEMBER KEY: MARKS AND SYMBOLS LEGEND
Fl 11 7/8"BCI 6000 @ 16"O.C.OR EQ.
BLOCKING AT ALL BEARING LOCATIONS,WEB HSS5X5X1/2
STIFFENERS AND ATTACHMENTS BY COWART
h SECTION MARK
MANUFACTURER / SHEET NUMBER SETTLERS RIDGE 50A
F2 VERCO 1LW3-36 FORMLOCK COMPOSITE STEEL FS3.0
DECK-SLAB WITH 5.5"CONCRETE(4000 PSI),W/#3 roc-1'-s" NOESIS ENGINEERING
REBAR@18"O.C. \ INDICATES WOOD EDULEO SHEET SEE SERVICES,P.C.
HSS5X5X1/2 GSN AND SCHEDULE ON SHEET 5-602
IS
FS3.0 qn / � FS4.0 SW-x INDICATES SHEAR WALL TYPE,SEE S-602
D TOC-1'-6" < \ CW_X INDICATES CONC.WALL,SEE SCH ON S-601 D
FS8.5 \
HD-1 HD-X HOLD DOWN,SEE SCH ON 5-601 \I�
FS4.5
-1'-6"
WH-X INDICATES HEADER,KING AND BEARING 1712 CABALLERO DR.
HSS5X5X1/2 STUDS @ OPENING SEE SCH 5-602
AMMON,IDAHO 83406
HSS5X5X1l2 CW-8 HSS5X5X1/2 (208)932-2720
W-6 WWW.NOESIS.US
a
/ / ~ / / \\\ 30, / FS5.5 CW-6
SS
/a••/ FRAMING PLAN NOTES
HSS5X�X1/2 \ / TOC-1'$" 1. VERIFY ALL FLOOR OPEINGS FOR MECHANICAL DIB P.
unrrxovu
F SHAFTS,STAIRS,ETC.WITH ARCHITECTURAL
FC1.3 TOC-11-6"1'-
2'3" /�� \ ` FC1.3 \ TOC-1'-6" AND MECHANICAL DRAWINGS.
2. SEE ARCHITECTURAL DRAWINGS FOR COLUMN
WALLS ANDOPENING DIMENSIONS.
3. FIELD VERI DIMENSIONS.
FY ALL DIMENSIONS.
/ M� �.\� ti� \\ \ s•-� 4. ARCHITECTTO VERIFY REQUIRED BEAM
/2X4 Pony Wall FC1.3 CLEARANCE
2,56MYHD-1 ,�, TOC-1'-6" (3)2x6 5. SEE 6/S-602 FOR TOP PLATE SPLICE AND
FC1.3 HD-1 / FC1.5 \\ \\\\ / ^\ /�� CW-8 1/S-520 AT PIPES. LLI
TOC-1'-6" o, / / 6. THE CONSTRUCTION SHALL FOLLOW ALL L_
TOC 1'-6" �\ \ 'b HD-1 HD-1
2X4 Pony W \\\ M W / r -\\ - _ - - - - r - - PRESCRIPTIVE REQUIREMENTS IN THE IRC AND Q
2X4 Pony Wall �� / FC1.3 \ IN THE AWC WOOD CONSTRUCTION MANUAL,
TO IF 1.3
C-1'-6" I• > �- �. FS3.5 \� \ HD-1 J UNLESSOTHERWISE NOTEDINTHESE
17•• / ` �' TOC-1'-6" \ \'o, 2X4 P ny Wal DRAWINGSAND DESIGN REPORT.
�\ ]C
/
cw-s a : Pony
c OC-r W-e c
/ 2X4 Pony Wall f� �A FS3.5 / 4�� CW 6 __ _ LOADING ASSUMPTIONS Z W
HD zxs / / / / �� �� roc-1'-6^ HSS5)C5Xv
(4) N' __
i
FC1.3 \� ��\ / FS L _---- C6X8.2 FLOOR DEAD LOAD 15 PSF } O
TOC-1'-6" \ SS4XQX1/4 ( °' ". FLOOR DECK LOAD 15 PSF Q
HD-1 FC1.3 FC1.5 \ '" '�� - - -ATI C __ Sim FLOOR LIVE LOAD 40PSF
TOC-11- \ TOC-1'-6" �' FS2.0 6 J LLI
ix e a• \ FC1.3 C\ _ 3i S-601 ROOF DEAD LOAD 15 PSF Q J
CW-10 x / �\ V� TOC-1'-6" 'VS-55X5X1/ TOC-1'-6" g FC1.3 25 PSF
CW-g \�\ 4 Pony Wall f-- J TOC-T-9 5/8" ROOF LIVE LOAD D 20 PSF Lu
\ o
L - - >\ 2X4 Pony Wall.- FS3.0
TOC 1_e" � FC1.3 �\ N a TOC-T-55/8" I,J,J a
15' 01/2 A - 5 1/4 x 5 Y o0
FC1.3 \ CW-6 TOC " °' 5114x5 0 N
\ TOC-1'-6" �\ C1.3 x
i < / CW-6 r 1 1l4
/ FC1.3 FS4.0 / HD- HD-1 TOC-'-6" 8'-67/8" T-01/2" -'-OS/8"-
/ .C1.3 FC1.3 r F53.0
A 70C-1'-6" TOG-1'-6" ��� OF
/ �s•• W-6 TOC-1'-6" TOC-1'-6"
,(< / CW-6 14' 8" /2" FC2.0
A / FC2.0 ��` CW-g - 4)2x6 CW-8 W-g
TOC-1'-6" / / HD-1 CW6 r 51/4x5 CW-6 ro r� 2X4 F-in - - - - - - - - - - - - -
/ FS4.5 114 HD-1 ° 32x6 TOC 7 95/8"2.0 6 Sim
CW-6 / - CW-10 W-6 ()
A<< J TOC-1'-6" / / o- CW-10 FC1.3 HD-1 - _ FC1.3 - 5-601
< roc-r-s" a roc-r s'
B '4` / / / FC1.5 FCI.3
' J L 18'-31/2" FC1.3 B
sg<` <'/ TOC-V-6" L) TOC-1'-6" 1 I1 CW-6
44< < / / / FC1.5 L -� FS3.0 FC1.3 CW-6 (4)2x6 TOCSi'-6"
TO
CW-6 // / '7 �•� CW-10 G-iCW LHD - - CW-8 CW 6
FC1.3
FC1.3 HD-1 HD-1
HD-1
FS3.0
CW-6 , HD-1 1 FC1.3 CITY APPROVED PLANS
^• TOC-1'-6" eesure Hom oea.ae"> TOC-1'-6"
\ / / 14'-6" 18'-3" oe rvumeexw oexn.00x�e�rvu oocumex,s.
tiv
w 10 23'-6" 32'-1" Reviewed for Code Compliance 1DNAL F
ss/I6'W-10 CW-10 / PLANS MUST BE ON JOB SITE
1 V
66 G
I 9/21/2 21
FOR ALL INSPECTIONS ,,y,
\ FC1.3 09/�K
HD-1 To
STATEMENT ON THE IRC REQUIREMENTS AND IN SCOPE OF WORK:
NOESIS ENGINEERING SERVICES'(NES)SCOPE OF WORK IS A LIMITED
STRUCTURAL ANALYSIS,LIMITED TO THE STRUCTURAL ELEMENTS NOT
COVERED BY THE IRC PRESCRIPTIVE CODE.THE CONTRACTOR SHALL FOLLOW A
A THE IRC,LOCAL BUILDING OFFICIAL AND THE WOOD CONSTRUCTION
MANUAL FOR ALL STRUTURAL ELEMENTS NOT OUTLINED IN THESE
DRAWINGS.THE CONTRACTOR MAY ENLARGE NOESIS ENGINEERING
SERVICES SCOPE OF WORK WITH A REQUEST IN WRITTING.THE CONTRACTOR MAIN FLOOR FRAMING
SHALL CONTACT NOESIS ENGINEERING SERVICES IF ANY STRUCTURAL
ELEMENT IS NOT INCLUDED IN THE IRC PRESCRIPTIVE CODE PROVISIONS OR PLAN
IN THESE DRAWINGS FOR ADDITIONAL DESIGN.
n MAIN FLOOR FRAMING
3/16"=1'-0" No. Description Date
S-102
1 2 3 4 5 Page 28 of 38
1 2 3 4 5
MIKE SHETLER HOMES
MEMBER KEY: MARKS AND SYMBOLS LEGEND
Rl ROOF PRE-ENGINEER WOOD TRUSSES,BY OTHERS
R2 18"TJI 210(OR SIMILAR)@ 24"O.C.ATTACH TO SECTION MARK COWART
WALL WITH(3)16d NAILS AND SIMPSON H2.5, SETTLERS RIDGE 50A
ATTACH TO BEAM WITH SIMPSON ITS2.06/14 HSS5X5X1/2--* II. SHEET NUMBER
ro•• NOESIS ENGINEERING
Fl 117/8"BCI 6000 @ 16"O.C.OR EQ. INDICATES WOOD SHEATHING.SEE
BLOCKING AT ALL BEARING LOCATIONS,WEB GSN AND SCHEDULE ON SHEET S-602 SERVICES,P.C.
STIFFENERS AND ATTACHMENTS BY
MANUFACTURER
F2 16"BCI 6000 @ 16"O.C.OR EQ. HSS5X5X1/2—* Ir••IO Sw-x INDICATES SHEAR WALL TYPE,SEE S-602 �z
D BLOCKING AT ALL BEARING LOCATIONS,WEB
STIFF NERS MANUFACTURER
D ATTACHMENTS BY
MANUFACTURER HD-X HOLD DOWN,SEE SCH ON S-601 D
HD-1 WH-X INDICATES HEADER,KING AND BEARING
STUDS @ OPENING SEE SCH 5-602
HSS5X5X1/2 na 10 SW-1 HSS5X5X7/2--* II• 1712 CABALLERO DR.
5-510 y. -Ip„ AMMON,IDAHO 83406
\ H,I 9w-1 (208)932-2720
> SW-4 ; \ HSS5X5X1/2 WWW.NOESIS.US
SIMPSON HIU3.56/16 HANGER � \\
HSS5X5X1/2 wH av
FRAMING PLAN NOTES
\\tv",g 16,.II o.,kn.o ev
SW-1 ,,33 \ 1/d•• 1. VERIFY ALL FLOOR OPEINGS FOR MECHANICAL unrrxovu
P.
SHAFTS,STAIRS,ETC.WITH ARCHITECTURAL DKB
AND MECHANICAL DRAWINGS.
\ 2. SEE ARCHITECTURAL DRAWINGS FOR COLUMN
HSS5X5X1/2 WALLS AND OPENING DIMENSIONS.
(3)2x6 3. FIELD VERIFY ALL DIMENSIONS.
\\ SW-1 4. ARCHITECTTO VERIFY REQUIRED BEAM
e HD-1 2 PLY 16" CLEARANCE
HD-1 (3)2z6 \�yz SW_i (3)2x SW-1 LVL 5. SEE 6/5-602 FOR TOP PLATE SPLICE AND
Q cq 7 \ 1/S-520 AT PIPES. UJI
HD-1 {a h v MBCR W-1 \\ HD-1 6. THE CONSTRUCTION SHALL FOLLOW ALL LL
PRESCRIPTIVE REQUIREMENTS IN THE IRC AND Q
31 LY 11 - \H'y, A—L _ IN THE AWC WOOD CONSTRUCTION MANUAL,
SIMPSON HIU3.56/16 HANGER -7/8 LVL o oa (3)2x6 - HD-1 \\\? U NLESS OTHERWISE NOTED IN THESE Ln
F2 DRAWINGS AND DESIGN REPORT.
SW-1 A SS5X5X1/2 ��1 ]C
C bah\� i HSS4X4X1/4
W14X61 SW-1 Z C
1/2'CAMBER _ 1 - -- LOADING ASSUMPTIONS = �
LLI
HD-1 (3)2z6 U 1 PLY 16"
sW-1 UII ySZ \ ~\ i, -- -- LVL FLOOR DEAD LOAD 15 PSF }
(3)2z8 A.� LLL DECK FLOOR DEAD LOAD 15 PSF
PLY 16' Q Z
-- -- 1 FLOOR LIVE LOAD 40 PSF
HD-1 HSS4X4X1/4
1 LVL18" HS84X4X1/4 - �' -- — LVL
11'y_I �� \ ROOF DEAD LOAD 15 PSF Q Lu4 \ /6 4)2x6 ROOF SNOW LOAD 25 PSF
HSS5X5X112 3 ROOF LIVE LOAD 20 PSF Lu
HSS4X4X1/4 � -6•- i i i i � �
SW-1 u vN_I (3)2x6 a J 77 HSS4X4X1/4 5114x5 U)
HSS4X4X1/4 ^° Lu
WH-5 WH-5 cD
IN FLOG F �7 F7 I C f 1 N
N FLOOR SPACE 1 PLY 16"
ys SW-1 HD 1
LVL
HD-1
SW_5
SW-1 2STORY WALL bt,
1/4
SW-1 \\\y (4)2x6 Vn
(4)2x6 COL BETWEEN
/ 51/4z5 WH-1
HSS4X4X1/ HD-1 (3)2x6/ TOP PLATE AND HEADER
1/4 Sw-3 / 3 C ' 3
SW-1 HD-1 CSC 6.•
SW-1 2 PLY i6" SW-1
B j SW-1 B
SW-1 RI GT 3
3
4)zxs
h�ak
zg'6" � 22'-S1/2" HD-1
WH-1 WH-1
Z'0" HD-1
qJ WH-8
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HD-1 HD-1
HD-1 SW-3
O (4)2x6COLBETWEEN CITY APPROVED PLANS oa„�MaE„w E �°M ��1—
ti HD-1 nEA NE
SW-1 TOP PLATE AND HEADER
Reviewed for Code Compliance LUNAL
3S a
w-1 PLANS MUST BE ON JOB SITE 1 6 6 7 6
s
FOR ALL INSPECTIONS 09`q/2 or
K. g01
HD-1
STATEMENT ON THE IRC REQUIREMENTS AND NES SCOPE OF WORK:
NOESIS ENGINEERING SERVICES'(NES)SCOPE OF WORK IS A LIMITED
STRUCTURAL ANALYSIS,LIMITED TO THE STRUCTURAL ELEMENTS NOT
COVERED BV THE IRC PRESCRIPTIVE CODE.THE CONTRACTOR SHALL FOLLOW A A
THE IRC,LOCAL BUILDING OFFICIAL AND THE WOOD CONSTRUCTION
MANUAL FOR ALL STRUTURAL ELEMENTS NOT OUTLINED IN THESE
DRAWINGS.THE CONTRACTOR MAY ENLARGE NOESIS ENGINEERING
SECOND FLOOR FRAMING SERVICESSCOPE OF WORK WITH A REQUEST IN WRITTING.THE CONTRACTOR SECOND FLOOR FRAMING
3/1 s„_1'_O" SHALL CONTACT NOESIS ENGINEERING SERVICES IF ANY STRUCTURAL PLAN
ELEMENT IS NOT INCLUDED IN THE IRC PRESCRIPTIVE CODE PROVISIONS OR
IN THESE DRAWINGS FOR ADDITIONAL DESIGN.
No. Description Date
S-103
1 2 3 4 5 Page 29 of 38
1 2 3 4 5
MIKE SHETLER HOMES
MEMBER KEY: MARKS AND SYMBOLS LEGEND
RS ROOF PRE-ENGINEER WOOD TRUSSES,BY OTHERS
R2 18"TJI 210(OR SIMLAR)@ 24"O.C.ATTACH TO / Ip, SECTION MARK COWART
WALL WITH(3)16d NAILS AND SIMPSON 12.5, HSS5X5X1/2 SETTLERS RIDGE SOA
ATTACH TO BEAM WITH SIMPSON ITS2.06/14 HSS5X5X1/2 SHEET NUMBER
GT,BY NOESIS ENGINEERING
Fl 24"ROOF TRUSS OR JOIST BY OTHER, OTHERS
(REDBUILT 165 @ 24"O.C.W/WEB STIFFENERS OR INDICATES WOOD SHEATHING.SEE
SIMILAR,BLOCKING AT ALL BEARING LOCATIONS, BEAMS BELOW POOL,ELEVATION PER ARCH PLANS
GSN ANDSCHEDULE ON SHEET S-602 SERVICES,P.C.
WEB STIFFENERS AND ATTACHMENTS BY OTHERS / 77
S7/ge •Ip„
Fl SW-x INDICATES SHEAR WALL TYPE,SEE$-602
�
D y�b F2p rl OglO l7y HD-X HOLD DOWN,SEE SCH ON S-601 �1\` D
S16 5/ / II, WH-X INDICATES HEADER,KING AND BEARING
/ HSS5X5X1/2 Ip„ STUDS @ OPENING SEE SCH S-602
HSS5X5X1/2 1712 CABALLERO DR.
ti� AMMON,IDAHO 83406
76
(208)932-2720
51/8"x 18" 'rS/ yg
GLULAM Sg-I'gks/g / WW W.NOESIS.US
BEAM BELOW FLOOR JOIST DAIE
/ HSS5X5X1/2 •I
I/Z
SIMPSON H5T5 STRAP W/ I FRAMING PLAN NOTES ^�a
„
BOLTS TO STEEL BEAM BELOW N`SSg y. oaelgixo ev
kgX�B SgXg-I'S/g 1. VERIFY ALL FLOOR OPEINGS FOR MECHANICAL unrrxovu
/ SHAFTS,STAIRS,ETC.WITH ARCHITECTURAL
SSX 1/2 �h'4 AND MECHANICAL DRAWINGS.
FROM 2ND FLOOR 2. SEE ARCHITECTURAL DRAWINGS FOR COLUMN
STEEL BEAM TO WALLS AND OPENING DIMENSIONS.
2ND FLOOR TOP y4 3. FIELD VERIFY ALL DIMENSIONS.
,y�4' PIATE HSS16X4X5/ / HSS5X5X1/2 4. ARCHITECT TO VERIFY REQUIRED BEAM
HS SX1/ sW-4 GT,BY CLEARANCE
FROM 2ND FLOOR OTHERS S. SEE 6/S-602 FOR TOP PLATE SPLICE AND
STEEL BEAM TO� 11'y SIMPSON HSTS SW-1 1/S-520 AT PIPES. W
SW-1 Q7?� 2ND FLOOR TOP 4 STRAPW/BOLTS WH-4 6. THE CONSTRUCTION SHALL FOLLOW ALL LL
C9�Z� PLATE/ TO STEEL BEAM SS16X4X5/ PRESCRIPTIVE REQUIREMENTS IN THE IRC AND a
O HS XSX BELOW IN THE AWC WOOD CONSTRUCTION MANUAL, N
UNLESS OTHERWISE NOTED IN THESE
FROM 2ND FLOOR 18 STRAP
ON DRAWINGS AND DESIGN REPORT.
/ STEEL BEAM TO' TYP S4X 1/4 MSTC28-185TRAP SW-1 SIMPSON Y
/ TRIM STUD LOADS �•�� 2ND FLOOR TOP 5-511 v MST37-24STRAP Z C
C / /FROM ABOVE/ ��/ PLATE (2 SIMPSON _
/ OO /�7Z+6 +��y h'y,Q: MST48-18STRAP LOADING ASSUMPTIONS W
3
/// Ip• CO SA
pSo IOSF<o0 SW FLOOR DEAD LOAD 15 PSF N O
/�/ '6• fCr/�4F14�� y,�
I' T2f�F7 SS
SW-1 SW 1 DECK FLOOR DEAD LOAD 15 PSF Q =
pg / FLOOR LIVE LOAD 40 PSF
SW-1 fq4 /
,0 11FIR
SXiI Y ROOF DEAD LOAD 15 PSF J Lu
F
y ROM FOUNDATION ROOF SNOW LOAD 25 PSF Q J
SIMPSON MST37-24STRAP P I T02ND FLOOR TOP /1 3
3'r Fl x j PLAT yv \/'� ROOF LIVE LOAD 20 PSF Lu
Iq-8•• WHI5 )NH 5 BEAM BELOW FLOOR JOIST, 27 37j1" STRAP W/BOLTS U)
SW-3 BUILT IN WALL GT,BY Lu 3:Y _
W
(3)2x OTHERS 0 N
SW-5
SW-1
3, S B (4)2%6 COLUMN W/ 2z
W-1
W-1 SIMPSON SIMPSON MST37 STRAP SIMPSON LCE4 TO BEAM by 3S
MSTC28-18 STRAP
Z,P WH-4 WH-4 WH-4 / �O
3
31/8"x 24" •rY SIMPSON SW-3 �P
GLULAM 3 MSTC28-18 STRAP SW-1 RZ H'yV 35
20,
1 SW-1 SIMPSON MST48
B Wy STRAP W/BOLTS SW-3 B
v wy p
9T SW-1 '4ar
SIMPSON HSTS STRAP W/BOLTS SW-1
b
3�
SW-3
$IMPSON MST60
$TRAP W/BOLTS
SIMPSON HSTS STRAP W/BOLTS CITY APPROVED PLANSc�MErvr� A
1 THRID FLOOR FRAMING oa„MaE"waoEw;oo „°� M Nn""`"'"`
3116"=1'-0"
Reviewed for Code Compliance1oHa1 f
PLANS MUST BE ON JOB SITE Q
16676
FOR ALL INSPECTIONS 19/21/2021
O,P�0 OFK.
Q
STATEMENT ON THE IRC REQUIREMENTS AND NES SCOPE OF WORK:
NOESIS ENGINEERING SERVICES'(NES)SCOPE OF WORK IS A LIMITED
STRUCTURAL ANALYSIS,LIMITED TO THE STRUCTURAL ELEMENTS NOT
COVERED BV THE IRC PRESCRIPTIVE CODE.THE CONTRACTOR SHALL FOLLOW A A
THE IRC,LOCAL BUILDING OFFICIAL AND THE WOOD CONSTRUCTION
MANUAL FOR ALL STRUTURAL ELEMENTS NOT OUTLINED IN THESE
DRAWINGS.THE CONTRACTOR MAY ENLARGE NOESIS ENGINEERING
SERVICES SCOPE OF WORK WITH A REQUEST IN WRITTING.THE CONTRACTOR THRID FLOOR FRAMING
SHALL CONTACT NOESIS ENGINEERING SERVICES IF ANY STRUCTURAL PLAN
ELEMENT IS NOT INCLUDED IN THE IRC PRESCRIPTIVE CODE PROVISIONS OR
IN THESE DRAWINGS FOR ADDITIONAL DESIGN.
No. Description Date
S-104
1 2 3 4 5 Page 30 of 38
1 2 3 4 5
MIKE SHETLER HOMES
//MAARKS AND SYMBOLS LEGEND
SECTION MARK COWART
SHEET NUMBER SETTLERS RIDGE 50A
�Ja INDICATES WOOD SHEATHING.SEE NOESIS ENGINEERING
GSNANDSCHEDULE ON SHEETS-602 SERVICES,P.C.
SW-K INDICATES SHEAR WALL TYPE,SEES-602
D �1i;/ D
HD-X HOLD DOWN,SEE SCH ON S-601 \�
WH-X INDICATES HEADER,KING AND BEARING
STUDS @ OPENING SEE SCH S-602 1712 CABALLERO DR.
AMMON,IDAHO 83406
(208)932-2720
W W W.NOESIS.US
FRAMING PLAN NOTES
1. VERIFY ALL FLOOR OPEINGS FOR MECHANICAL unaaaovu
SHAFTS,STAIRS,ETC.WITH ARCHITECTURAL
AND MECHANICAL DRAWINGS.
2. SEE ARCHITECTURAL DRAWINGS FOR COLUMN
WALLS AND OPENING DIMENSIONS.
3. FIELD VERIFY ALL DIMENSIONS.
4. ARCHITECT TO VERIFY REQUIRED BEAM
CLEARANCE
5. SEE 6/S-602 FOR TOP PLATE SPLICE AND F...
1/5-520 AT PIPES. U..I
6. THE CONSTRUCTION SHALL FOLLOW ALL I..L
PRESCRIPTIVE REQUIREMENTS IN THE IRC AND
IN THE AWC WOOD CONSTRUCTION MANUAL, N
UNLESS OTHERWISE NOTED IN THESE
SIMPSON MST37-24 STRAP DRAWINGS AND DESIGN REPORT.
]C
C LOADING ASSUMPTIONS Z U) C
Wy3 H wW
SW-t FLOOR DEAD LOAD 15 PSF Ln c
FLOOR LIVE LOAD 40 PSF Q
R2 ROOF DEAD LOAD 15 PSF
ROOF SNOW LOAD 25 PSF Q Lu
J
SW-1 F_
ROOF LIVE LOAD 20 PSF
/ 01 SW-1 SIMPSON MSTC38-185TRAP
Y 0 o0
3� OU N
P� SW-1
(7~ 8W-1 SIMPSON MSTC38-18 STRAP
W-1
3% SIMPSON MST37-24 STRAP
SIMPSON MST37-245TRAP
MEMBER KEY:
B W-3 Rl ROOF PRE-ENGINEER WOOD TRUSSES,TRUSS B
DESIGN AND CONNECTION BY OTHERS
R2 2X6 DFN2 OR BETTER RAFTERS @ 16"O.C.WITH
SW-3 2X6 DF#2 ORBETTER OUTLOOKERS.CONNECT TO
TOP PLATE OR BEAM WITH SIMPSON H2.5 AND
(2)16D TOE NAILS
SIMPSON MST37-24 STRAP
BM-401 6 3/4"n 101/2"GLULAM BEAM SUPPORTED WITH
(4)2X6 COLUMNS.CONNECT COLUMNS TO BEAM
WITH DITION PAIR LSI SIMPSON SIMPSON
4 WITH SCREW
CITY APPROVED PLANS
ADDITIONAL SIMPSON TRUSS SCREW SDWC15600 a
f aF Reviewed for Code Compliance
PLANS MUST BE ON JOB SITE �sslorui e
2 yF
FOR ALL INSPECTIONS 1 6 6 7 6
n TOP ROOF FRAMING PLAN 9/21/202
U 3i16"=1'-0" O�q Q
9L-/� OFK.
STATEMENT ON THE IRC REQUIREMENTS AND NES SCOPE OF W ORK:
NOESIS ENGINEERING SERVICES'(NES)SCOPE OF WORK 15 A LIMITED
STRUCTURAL ANALYSIS,LIMITED TO THE STRUCTURAL ELEMENTS NOT
COVERED BV THE IRC PRESCRIPTIVE CODE.THE CONTRACTOR SHALL FOLLOW A
A THE IRC,LOCAL BUILDING OFFICIAL AND THE WOOD CONSTRUCTON
MANUAL FOR ALL STRUTURAL ELEMENTS NOT OUTLINED IN THESE
DRAWINGS.THE CONTRACTOR MAY ENLARGE NOESIS ENGINEERING
SERVICES SCOPE OF WORK WITH A REQUEST IN W RITTING.THE CONTRACTOR
SHALL CONTACT NOESIS ENGINEERING SERVICES IF ANY STRUCTURAL TOP ROOF FRAMING PLAN
ELEMENT IS NOT INCLUDED IN THE IRC PRESCRIPTIVE CODE PROVISIONS OR
IN THESE DRAWINGS FOR ADDITIONAL DESIGN.
No. Description Date
S-105
1 2 3 4 5 Page 31 of 38
1 2 3 4 5
PIPE,SEE MECH.PROVIDE MIKE SHETLER HOMES
SLEEVES AROUND ALL PIPES CONCRETE WALL SEE
PASSING THROUGH WALL AND a PLAN AND ELEVATIONS
FOOTINGS u g w
1/2"CLEAR x-
COWART
a j F SETTLERS RIDGE SOA
Q
�g
a NOESIS ENGINEERING
SERVICES,P.C.
2'-0"MIN
BACK-FILLED TRENCH III 3 / 11
D ., CONCRETE FOOTING,SEE _—__
'.p ° PLAN AND SCH T -III III III �,,, III- °}�- WOOD COLUMN WITH POST BASE PER PLAN
— — - r�`� D
12"MIN 12"MIN ADDITIONAL REINFTO
�1\\�
° MATCH CONT FTG REINF _ `
PIPE PASSES BELOW FOOTING ad (3)#3 TIE$AT 3"O.C.AND
III III—III III III III I11=III=11I III III - 10"O.C.REMAINDER 1712 CABALLERO DR.
— PIPE,SEE MECH.PROVIDE AMMON,IDAHO 83406
III III III SLEEVES AROUND ALL PIPES
PIPE,SEE CIVIL IIIII IIIII',..,. PASSING THROUGH WOALL AND
OTINGS 1/2"CLEA t 24 BAR "° III III ICI (208)932-2720WW
DIAMETERS III—III—III- W .NOESIS.US
CONCRETE FOOTING, III arDAIE
x III SEE PLAN AND SCHED III IIIII .III
BOTTOM OF TRENCH
CONC.COL PER PLAN WITH(4) ° III
SHALL BE ABOVE THIS _ — d — ° - #S VERTICAL REBAR ENT INTO _ unrraovu
LINEIIIII II lll -1II III...III —
�1 CONCRETE FOOTING, III _° _ il_ BENT
SEE PLAN AND SCHED - -III III III III, III III, III ,I ADDITIONAL REINF TO IIIIIIIII ° 'Z'BARS ANDTRANSVERSE ,'y
2 MATCH CONT FTG REINF REINFORCING TO MATCH FOOTING PER PLAN AND SCH
CONCRETE FOOTING,SEE 12"MIN 12"MIN
PLAN AND SCH INTERRUPT CONT FTG REINF CONT FOOTING
PIPE PASSESTHROUGH FOOTING FOR PASSAGE OF PIPE REINFORCING
e r';
CONDITION AT PIPE PARALLEL TO CONDITION AT PIPE PERP.TO CONC.
/1 CONCRETE FOOTING r l FTG. TYPICAL FOOTING STEP AT CONCRETE n CONCRETE COLUMN
3/4"=1'-O" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" W
LJ_
WOOD WALL,SEE PLAN AND SCHEDULE Q
16d @ 8"O.C. Ln
WALL SHEATHING, FLOOR SHEATHING EDGE NAILING
SEE PLAN AND SCHED (5)16d NAILS @ BLOCKS LOCATIONS INTO ]C
C EACH BLOCK(10)TOTAL Z C
RIM BOARD PER PLAN WITH \\ FLOOR SHEATHING,SEE PLAN =
SHEARWALL EDGE NAILING DBLE I-JOIST OR SOLID BLOCK @4 D.C." � LU
SHEATHING TO RIM& FLOOR JOIST,SEE PLAN } O
WALL SHEATHING, PROVIDE(1)ROW OF EDGE Q
SEE SCHEDULE.SEE WOOD STUD WALL,
ARCH FOR FINISH SEE PLAN NAILING TO SILL&RIM
#5 X CONT BAR —� J LU
SHEARWALL EDGE WALL BEYOND Q
NAILING,SEE SCHED TREATED SILL PLATE WITH FINISH GRADE,SEE ARCH
ANCHOR BOLT AND WASHER, FIELD BEND VERT WALL LU
SEE SCHED REINFORCING INTO SLAB — — — 2x6 P.T.SILL PLATE C (Y
CONCRETE SLAB ON --TII III III III LU ><>
EXTERIOR SLAB OR GRADE,SEE PLAN CONCRETE SLAB ON "' !L a Y > c0
GRADE,SEE ARCH GRADE,SEE PLAN O
U N
�I
REBAR PER SCHEDULE
CONC FOUNDATION WALL, II—1L
SEE PLAN AND SCHED lffll lfffi ill CONC FOUNDATION WALL,SEE PLAN
CRAWL SPACE ANDSCHED
—� VERT.REBAR PER SCHEDULE ALTERNATE
=1' DIR.OF HORZ.LEG
I'
CONCRETE FOOTING, _ _ _ y'•III CONCRETE FOOTING,SEE PLAN AND
CONCRETE FOOTING,
SEE PLAN AND SCHED — — - —"'- SCHED
B SEE PLAN AND SCHED B
- FOUNDATION TOP-JOIST PARALLEL
CONCRETE FOUNDATION AT WOOD
FOUNDATION WALL AT SLAB ON GRADE WALL OPENING
3/4"=1'-O" 3/4"=1'-0" n FOUNDATION TOP-JOIST PARALLEL
WOOD WALL,SEE PLAN AND SCHEDULE
WALLSHEATHING, 16d @ 8"O.C.
WALL ABV WHERE SEE PLAN AND SCHED FLOOR SHEATHING EDGE NAILING x
OCCURS,SEE PLAN FLOOR SHEATHING,SEE PLAN CITY APPROVED PLANSFlEoan°xGIA
FULL HEIGHT JOIST BLOCKING FLOOR SHEATHING,SEE RIM BOARD PER PLAN WITH cEsC>c o RER T.E
ABV ALL PONY WALLS PLAN AND SCHEDULE SHEARWALL EDGENAILING ox numxxaw Dear-i.00xlslrvu oocumexis.
WOOD COLUMN, Reviewed for Code Compliance `ICE
OR WALL SEE PLAN LAP SHEATHING TO RIM& FLOOR JOIST,SEE PLAN
PROVIDE(1)ROW OF EDGE �, PLANS MUST BE ON JOB SITE
`ONAL f
NAILING TO SILL&RIM
Q
P
6676
FINISH GRADE,SEE ARCH FOR ALL INSPECTIONS 19/21/2021
Ul
2x6P.T.SILLPLATE 09`q OF
K. gG�
SIMPSON POST BASE, FLOOR JOIST,SEE PLAN
WHERE COL OCCUR CONCRETE SLAB ON 2%4 STUD PONY WALL @ 16"O.C. z STATEMENT ON THE IRC REQUIREMENTS AND NES SCOPE OF WORK:
GRADE,SEE PLAN _� NOESIS ENGINEERING SERVICES'(NES)SCOPE OF WORK IS A LIMITED
.. 1/2"DIA X 10"J BOLT @ 72"O.C. 2%TREATED SILL PLATE STRUCTURAL ANALYSIS,LIMITED TO THE STRUCTURAL ELEMENTS NOT
A __ - AND 12 FROM ENDS o REBAR PER SCHEDULE CO BYTHE VERED
PRESCRIPTIVE OFFICIAL AND THE WOOD CONSTRUCTION
A
°' o CONC FOOTING,SEE PLAN AND r EQ MANUAL FOR ALL STRUTURAL ELEMENTS NOT OUTLINED IN THESE
° THHERC,LOCAL BUILDING
SCHEDULE y DRAWINGS.THE CONTRACTOR MAY ENLARGE NOESIS ENGINEERING
— C CONC FOUNDATION WALL,SEE PLAN SERVICES SCOPE OF WORK WITH A REQUEST IN WRITTING.THE CONTRACTOR
CRAWLSPACE�
AND SCHED SHALL CONTACT NOESIS ENGINEERING SERVICES IF ANY STRUCTURAL FOUNDATION DETAILS
III III III T III= VERT.REBAR PER SCHEDULE ALTERNATE ELEMENT IS NOT INCLUDED IN THE IRC PRESCRIPTIVE CODE PROVISIONS OR
CONCRETE FOOTING, o � DIR.OF HORZ.LEG IN THESE DRAWINGS FOR ADDITIONAL DESIGN.
SEE PLAN SEE PLAN
u -
- _ CONCRETE FOOTING SEE PLAN AND
THICKENED SLAB FOOTING AT TYP — - -- SCHED No. Description Date
INTERIOR STUD WALL
3/4"=1'-0" FOUNDATION TOP-JOIST S-501
n PONY WALL DETAIL n PERPENDICULAR
1 2 3 4 5 Page 32 of 38
1 2 3 4 5
MIKE SHETLER HOMES
FLOOR BOUNDARY NAILING FLOOR BOUNDARY NAILING
WALL ABOVE,WHERE � WALL ABOVE,WHERE FLOOR BOUNDARY NAILING, COWART
OCCURS,SEE PLAN OCCURS,SEE PLAN SEE SCHEDULE SETTLERS RIDGE 50A
FLOOR JOIST,SEE FLOOR SHEATHING, FLOOR SHEATHING, I6d NAIL AT 6"O.C. NOESIS ENGINEERING
PLAN SEE PLAN SEE PLAN FULL HEIGHT JOIST
FLOOR
BLOCKING BETWEEN FLOOR SHEATHING, SERVICES,P.C.
1
EACH JOIST SEE SCHEDULE
CONTINUOUS RIM CONTINUOUS RIM
BOARD BOARD �1
SHE RWALLR 1/
D EARWALL EDGE NAILING D
EDGE NAILING�
DOUBLETOP PLATE WOOD JOIST,SEE PLAN DOUBLE TOP PLATE WOOD 1015T,SEE PLAN
1712 CABALLERO DR.
SIMPSON HANGER WOOD JOIST,SEE PLAN AMMON,IDAHO 83406
WEB STIFFENER PER MFR (208)932-2720
WOOD I-JOIST BLOCK DOUBLE TOP PLATE WWW.NOESIS.US
AT""O.C.
SIMPSON ACES, BEAM, SIMPSON'A34'AT 24"O.C. SIMPSON'A34'AT 48"O.C.
WALL SHEATHING, WALL SHEATHING, WALL FINISH,SEE ARCH
HEADER WHERE OCCURS, eo av
SEE PLAN SEE PLAN SEE PLAN SEE PLAN
UNLESS
OTHERWISE unaaaovu
NOTED WOOD COL, wODD STUD WALL,
SEE PLAN
WOOD STUD WALL, WD SEE PLAN
OD STUD WALL,
SEE PLAN SEE PLAN
WOOD FLOOR BEARING PREP.TO EXT. WOOD FLOOR BEARING PARRALLEL TO WOOD FLOOR BEARING AT INTERIOR
n WOOD BEAM Ca)WOOD COLUMN WOOD STUD WALL n EXT.WOOD STUD WALL
n WOOD STUD WALL
3/4"=1'_0„ 3/4"=t,_0„ 3/4"=t,_0„ 3/4"=1,_0„
Lu
FLOOR BOUNDARY IL
NAILING,SEE SCH 16d NAIL TO MATCH FLOOR N
FLOOR SHEATHING,SEE SCH EDGE NAIL SPACING
FULL HEIGHTJOIST ]C
c
(2)16d NAILS EA JOIST FLOOR EDGE NAILING,SEESCH BLOCKING BETWEEN FLOOR SHEATHING, c
EACH JOIST � 2 �
SEE SHC cLcLJ
SHEATHING EDGE NAIL, ~ G
\ SEE SCH WALL ABV PER PLAN&SCH Ln O
\\` FULL HEIGHTCONTINUOUSBLOCKING }
I6d NA IL TO MATCH FLOOR FLOOR SH EATH ING, Q
EDGE NAIL SPACING SEE SCH
J W
WOOD JOIST,SEE PLAN SIMPSON LCE4 EA SIDE Q
W
WOOD JOIST,SEE PLAN 2
FLOOR SHEATHING,SEE SCH WOOD BEAM,SEE PLAN _ _ _ (n Q
DOUBLE TOP PLATE
FRAMING,SEE tJJ �
I6d NAIL TO MATCH FLOOR EDGE NAILING,SEE SCH WOOD JOIST, Y O
WOOD IOIST,WHERE PLAN WOOD COL SEE PLAN _
71 x
FLOOR EDGE NAIL SPAING SEE PLAN OCCURES,SEE PLAN HEADER WHERE OCCURS, (..) N
WALL FINISH, SEE PLAN
(2)I6d NAILS EA JOIST JOIST HANGER, WOOD BEAM,SEE PLAN WOOD BEAM SEE ARCH
SEE PLAN SEE PLAN WALL SHEATHING,
SEE PLAN&SCH
WOOD STUD WALL,SEE PLAN
WOOD JOIST,SEE PIAN FWHERERE NOTVER BEAM,PROVIDE
L BEAM WIDTH
,SEE PLAN
WOOD I JOIST BEARING ON TOP OF WOOD I JOIST BEARING AT RAISED WOOD I JOIST INTERIOR WOOD STUD
n BEAM n BEAM n BEAM TO COLUMN CONNECTION n WALL PERPENDICULAR AND PARALLEL
B 3/4"=1'_O" 3/4"=1'_O" 3/4"=1'_O" 3/4"=1,_0x B
WALL SHEATHING, WOOD WALL ABV,
SEE PLAN&SCH SEE PLAN
SHEAR WALL ABOVE,SEE PLAN AND SCH
16d NAIL TO MATCH FLOO BEAM PER PLAN W/2X(WIDTH)NAILER
EDGE NAILING,SEE SCH EDGE NAIL SPACING
W/1/2"dia.BOLTS @ 36"O/C(ALT.SIDES)
SOLID BLOCKING ABV FLOOR SHEATING EDGE NAILING IN ILL WEB 1-SIDE x2'-0"LONG W/(4) CITY APPROVED PLANS
oe numeeaw oeCooas nu oocumexn. Pea.xe
BEAM W/PLYWOOD 5/8"dia.A307 BOLTS
SHIMS AS FORD BEAM SIMPSON HANGER MIU3.56/16
Reviewed for Code Compliance
BEAM PER PLAN 55LONAL
second Floor PLANS MUST BE ON JOB SITE `\c L
WOOD BEAM, 3'_-2 P
SEE PLAN 1 6 6 7 6
EDGE NAILING,SEE SCH�I _ _ Main Plate H FOR ALL INSPECTIONS ..99/21/202
CONT DBL TOP WOOD BEAM,SEE PLAN 11'-91/4" OF
PLATE DOUBLETOP PLATE W/ K. 8
1/2"dia.BOLTS @ 24"O/C
BEAM HANGER,SEE PLAN
WINDOW,SEE ARCH SHEAR WALL BELOW,SEE PLAN AND SCH STATEMENT ON THE IRC REQUIREMENTS AND NES SCOPE OF WORK:
(2)2X6 IN WALL COLUMN UNDER CONNECITON POINT NOESIS ENGINEERING SERVICES'(NES)SCOPE OF WORK 15 A LIMITED
STRUCTURAL ANALYSIS,LIMITED TO THE STRUCTURAL ELEMENTS NOT
COVERED BV THE IRC PRESCRIPTIVE CODE.THE CONTRACTOR SHALL FOLLOW A
A
THE IRC,LOCAL BUILDING OFFICIAL AND THE WOOD CONSTRUCTION
MANUAL FOR ALL STRUTURAL ELEMENTS NOT OUTLINED IN THESE
DRAWINGS.THE CONTRACTOR MAY ENLARGE NOESIS ENGINEERING
SERVICES SCOPE OF WORK WITH A REQUEST IN W RITTING.THE CONTRACTOR
SHALL CONTACT NOESISENGINEERING SERVICES IF ANY STRUCTURAL FLOOR FRAMING DETAILS
BEAM TO HEADER CONNECTION n LVL TO STEEL BEAM ELEMENT IS NOT INCLUDED IN THE IRC PRESCRIPTIVE CODE PROVISIONS OR
\_J 3/4"=1'-0" �J 1/2"=1'-O" IN THESE DRAWINGS FOR ADDITIONAL DESIGN.
No. Description Date
S-510
1 2 3 4 5 Page 33 of 38
1 2 3 14 5
NOTE:IF OWNER ALLOWS FOR BASEPLATE TO BE ON TOP OF SLAB(SEEN)THEN IT MAYBE ELEVATED WITHOUT THE NEED FOR THE BLOCKOUT.IN THIS CASE THE FOOTING AND SLAB SHALL BE POURED TOGETHER MIKE SHETLER HOMES
BEAM CONNECTION SCHEDULE AS A"THICKEN SLAB FOOTING"
SHEAR PLATE INFORMATION BOLTS W/STANDARD
BEAM WASHER OVER ./.
DEPTH PL.DIMENSIONS SLOTS BASE PL 5/8"x10"x10"w/(4)5/8"dia 12"ANCHOR BOLTS 0 s" BASE PL 5/8"x10"x10"w/(4)5/8"di-12"ANCHOR BOLTS
W/SHORT- LEV LEH WELD COMMENTS COWART
SLOTTED HOLES NO. SIZE "A"
SETTLERS RIDGE 50A
WE,W10 PL.1/4"x 4" 11/2" 2" 2 3/4"0 3/16" 18"x18"CONC.BLOCKOUT ❑ ❑
W12W 14 PL.5/16"x4" 11/2" 2" 3 3/4"0 1/4" 7" STRAPPER PLAN CONCRETE COLUMN SEE PLAN NOESIS ENGINEERING
W16 PL.5/16"x4" 11/2" 2" 4 3/4"0 1 1/4" 11/2" 11/2" 11/2" 7' SERVICES,P.C.
SHEATHING PER PLAN
w18 PL.S/16"x4" 11/2" 2" 5 3/4"0 1/a^ PLAN PLAN 11/z"
W 21 PL.5/16"x 4" 11/2" 2" 6 3/4"0 1/4" 1
W24 PL.3/8"x4" 11/2" 2" 7 7/8"0 1/4"
D W27 PL.3/8"x 4" 11/2" 2" 7 7/8"0 1/4" �1/l`� D
W3030 PL.1/2"x4" 13/4" 2" 8 1"Q 5/16"
COL.PER PLAN COL.PER PLAN
W33 PL 1/2"x 4" 1 3/4" 2" 9 11.0 5/16" CONC.FILLAROUND COL.TO FOOTING BELOW AFTER 3/16 3/16
FLOOR SLAB IS POURED AND CURED FOR 14 DAYS(MIN.) 1-1/2"N.S.GROUT 1-1/2"N.S.GROUT
W36 PL.1/2"x41/2" 2" 21/4" 10 1-1/8"{b 5/16" 1712 CABALLERO DR.
w/
BASE PL 5/8"x10"x10"w/(4)5/8"^x12" COAT BOND BREAKER A.B.'S BASE PL 5/8"x10"x10"w/(4)5/8"'x12"A.B.'S �` AMMON,IDAHO 83406
CONC.SLAB PER PLAN JOINT SEALANT AND BECKER ROD INFILL WEB 1-SIDE x1'-0" (208)932-2720
FACE OF COLUMN OR BEAM T.O.FOOTING LONG W/(2)5/8"dia.A307 W W W.NOESIS.US
X WEg BOLTS
11/2" CONCRETE COLUMN eY
FTG PER PLAN SEE PLAN I a STEEL BEAM PER PLAN W/ CIA
1/2 •iii"i 2x(WIDTH)NAILER W/ [o ev
- "I '�—— m 'I e' 1/2"dia.A307 BOLT @48"w
SOILS PER REPORT O/C(ALT.SIDES)
SHEAR PL.SEE SCHEDULE COLUMN @ FOOTING COLUMN @ CONCRETE COLUMN STRAP AT STEEL BEAM
I
SHORT-SLOTTED HOLES IN ® 2 COLUMN(a)FOOTING 3 STRAP AT STEEL BEAM
SHEAR PLATE W/WASHER ® 1/2"=1'-0" 1/2"=VI
PERTHE STRUCTURALNOTES w 51/2"
2 3/4"
W BEAM SEE PLAN = d Lu
LL
o a
SEESCHED. 'i (n
A STEEL COLUMN,SEE PLAN
I@2X6 WALL - ALL COLUMNS ADJACENT TO OR EMBEDDED IN
n BEAM CONNECTION SCHEDULE WOOD STUD WALLS SHALL HAVE(1)1/2"0 x 3 Y
1/2"THREADED STREEL ROD SHOP-WELDED TO C
1 JA =1 N Z fn
THE FACE OFTHE COLUMN AT 24"O.C.AND BEARING LENGTH SHALL BE MIN.COLUMN WIDTH = LLJ
SECTION A-A EXTENDING EACH WAY INTO THE ADJACENT 2
HIS 5x5x 1/2 COLUMN STUD WALLS.ATTACH ADJACENT WOOD WALL A V)
A A STUDSTOSTEELCOLUMN WITH STANDARD I }
B.N. SHEATHING PER PLAN 1/4 T T NUT&WASHER. Q
W STEEL BEAM w
3/4"0 X 12"EXPANSION BOLTS,SEE 1/2"STEEL BASE PLATE ON 11/2"NON- Q
SECTION SHRINK GROUT(MAX GROUT THICKNESS)
(4)SDS 1/4 X 1 (2)1/2"DIA Lu
1/2"SCREWS CARRIAGE BOLT
— — — — — CONCRETE WALL,SEE PLAN o (n <
L 6 X 6X 3/8X 3.5" Q
1/q 2X TOP PL RIP TO FIT � LLI � .
1/4 HIS 16x4x 5/8 BEAM STEEL BEAM Y Q
HIS 8x8x 5/8 BEAM TL� NOTCH OUT SILL PLATE AND FLOOR PER PLAN cc
2z FRAMED WALL OR (4)IDS 1/4"X 11/2"
MEMBERS FOR STEEL COLUMN AND BASE BEAM,WALL MAY BE IN SCREWS @EA.STUD
PLAN VIEW PLATE TO BEAR ON CONCRETE(GROUT AS DIFFERENT DIRECTION,SEE 1/2"DIA
JOIST PER PLAN NEEDED). PLANS FOR COLUMNS
CARRIAGE BOLT
"ITS"HGR. L 6 X 6 X 3/8 X 3.5"
(4)2X4 DF#2 OR
1/4 BEAM PER PLAN W/2X(WIDTH)NAILER BETTER
1/4 H55 8x8x 5/8 BEAM W/1/2"dia.BOLTS @ 36"O/C(ALT.SIDES) AA SECTION
Y JOIST�STEEL BEAM 5 STEEL COL TO CONC.WALL 6 STEEL BEAM TO WOOD WALL
3/4"=1'-0' 3/4"=1'-O" 3/4"=1'-0"
— — — — — — — — — — — — — — —
R B
3-SIDES 1/4 NOTE:IF ANY BOLT HOLE DOES NOT ALIGN,FIELD
1/4 WELD BEAM TO CAP PLATE WITH A CONTINUOUS 1/4"
FILLET WELD ON BOTH SIDES.
3/4"BEAM WEB SIFFENER OR
BEAM WEB CONNECTION
PLATE,EACH SIDE FLOOR JOIST NOT SHOWN FOR CLARITY
I I
H55 16x4x 5/8 BEAM
HIS SxSx 1/2 COLUMN
PROFILE VIEW CITY APPROVED PLANS "EAT�E
9 HSS TO HSS WELD DETAIL Reviewed for Code Compliance 5s(owtt
1"=1'-O" NOT PROVIDE BEAM WIDTH+ �\
1/8"CLEARANCE BETWEEN SIDE NOT PROVIDE BEAM WIDTH+ PLANS MUST BE ON JOB SITE
1/8"CLEARANCE BETWEEN SIDE
PLATES 6"
TYP 6" PLATES 2" 4" 1 626 71/2 21)
2" 4" 4" 2" 1/4 2^ q^ 1 1/2"
STEEL BEAM,SEE PLAN FOR ALL INSPECTIONS
WOOD BEAM,SEE PLAN WOOD BEAM,SEE PLAN WOOD BEAM,SEE PLAN 11/2"
WOOD BEAM,SEE PLAN 5"X 8"X 1/2"STEEL CAP G/ K
TVP PLATEW/(2)13/16"�HOLES 0 8�
1/4 TYP 1/4 FOR 3/4"0 A325 BOLTS @
BEAM GAUGE STATEMENT ON THE IRC REQUIREMENTS AND NES SCOPE OF WORK:
" O 1/4 NOESIS ENGINEERING SERVICES'(NES)SCOPE OF WORK IS A LIMITED
0L STRUCTURAL ANALYSIS,LIMITED TO THE STRUCTURAL ELEMENTS NOT
A O O 1/4 STEEL COLUMN,SEE PLAN COVERED BY THE IRC PRESCRIPTIVE CODE.THE CONTRACTOR SHALL FOLLOW A
1/2" a THE IRC,LOCAL BUILDING OFFICIAL AND THE WOOD CONSTRUCTION
MANUAL FOR ALL STRUTURAL ELEMENTS NOT OUTLINED IN THESE
PLATE I/2"x10"x(BEAM DRAWINGS.THE CONTRACTOR MAY ENLARGE NOESIS ENGINEERING
\ WIDTH+1/2"+1/8") SERVICEI SCOPE OF WORK WITHAREQUEST IN WRITTING.THE CONTRACTOR
N N PLATEI/2"xb"x(BEAM S HALL CONTACT NOESIS ENGINEERING SERVICES IF ANY STRUCTURAL STEEL FRAMING DETAILS
PLATE 1/4"x10"x12'EACH SIDE PLATE 1/4"z10"x6"EACH SIDE PLATE 1/2"xb"x(BEAM PLATE 1/4"x10"x6"EACH SIDE WIDTH+1/2"+1/8") ELEMENT IS NOT INCLUDED IN THE IRC PRESCRIPTIVE CODE PROVISIONS OR
W/(4)3/4"♦3 THRU BOLTS PLATE I/2'k12"x(BEAM WIDTH+1/2"+1/8") W/(2)3/4"THRU BOLTS IN THESE DRAWINGS FOR ADDITIONAL DESIGN.
WIDTH+1/2"+1/8") W/(2)3/4"O THRU BOLTS
HIS COLUMN-SEE PLAN HIS COLUMN-SEE PLAN HIS COLUMN-SEE PLAN
1/4 7 STEEL BEAM BEARING DETAIL10
Description Date
8 STEEL COLUMN TO WOOD BEAM
1 2 3 4 5 Page 34 of 38
1 2 3 4 5
MIKE SHETLER HOMES
HSA-SEE PLAN AND NOTES
SEE PLAN STATEMENT ON THE IRC REQUIREMENTS AND NES SCOPE OF WORK:
24"MAX HSA-SEE PLAN AND NOESIS ENGINEERING SERVICES'(NES)SCOPE OF WORK ISA LIMITED
NOTES STRURURAL ANALYSIS,LIMITED TO THE STRUCTURAL ELEMENTS NOT
- 41/2"MIN. COVEREDBY THE IRC PRESCRIPTIVE CODE.THE CONTRACTOR SHALL FOLLOW COWART
THE IRC,LOCAL BUILDING OFFICIALAND THE WOOD CONSTRUCTION SETTLERS RIDGE 50A
1'-6"o.c. CONCRETE SLAB ON MANUAL FOR ALLSTRUTURAL ELEMENTS NOT OUTLINED IN THESE
CONCRETE5LABOVER =_ __ _= METAL DECK DRAWINGS.THE CONTRACTOR MAY ENLARGE NOESIS ENGINEERING NOESIS ENGINEERING
FILLER PIECEFULL LENGTH MIN.SPACING SERVICES SCOPE OF WORK WITH A REQUEST IN WRITTING.THE CONTRACTOR
TO BEAEN DECK METAL DECK-SEE NOTES TOPFL INCIDES WITH FOR SLAB THICKNESS AND _ ,L' SHALL CONTACT NOESIS ENGINEERING SERVICES IF ANY STRUCTURAL SERVICES,P.C.
BEAM DECK SIZE AND GAUGE PLAN(SINGLE ROW) - ELEMENT IS NOT INCLUDED IN THE IRC PRESCRIPTIVE CODE PROVISIONS OR
BEAM TOP FLANGE IN THESE DRAWINGS FOR ADDITIONAL DESIGN.
�W BEAM SEE PLAN z SEE PLAN 1t�Q Q
24"MAX. 5/16"MIN FLANGE G
D _ CONDUIT CONDUIT
0. THICKNESS ti q
D
41/2"MIN. SLAB REINFORCING- HSA-SEE PLAN AND �\
/// SEE STRUCTURAL NOTES
® _ z NOTES
W BEAM-SEE PLAN a 1712 CABALLERO DR.
OPENING OPENING:SQUARE, AMMON,IDAHO 83406
SEE NOTE 1 RECTANGLE,OR ROUND (208)932-2720
PLAN(DOUBLE ROW) (MAX.DIM.=4'-0'1 TYP.
z HSA-SEE PLAN AND 2'-0"MAX W W W.NOESIS.US
NOTES NOTES:
1.1"OUTSIDE DIAMETER MAXIMUM CONDUIT SIZE. ADDED BARS-SEE NOTE 1-
2"MIN 0 2.CONDUIT SHALL NOT CROSSOVER. TVP.REINFORCING TYP.AT ALL SIDES OF OPENING v
3.CONDUIT SHALL HAVE 3/4"MINIMUM CONCRETE COVER.
z BEAM TOP OF FLANGE 4.MAINTAIN I"CLEAR BETWEEN THE CONDUITAND THE DECK. �4ED
s- z CONCRETE SLAB OVER
o nx ev
e G 5.CONDUIT SHALL NOT BE PLACED IN DECK FLUTES WITH uAEEeovu METAL DECK-SEE NOTES
= REINFORCING STEEL OR HSA's.
FOR SLAB THICKNESS AND
N 6.CONDUIT SHALL NOT BE PLACED IN CONCRETE SLABS USED
DAB
DECK 512E AND GAUGE TO OBTAIN A FIRE RATING. NOTES:
CONCRETE SLAB OVER H 1.ALL TOP AND BOTTOM SLAB BARS INTERRUPTED BY OPENING SHALL BE REPLACED BY
CLOSURE ZEE PLATE METAL DECK SEE NOTES ADDITIONAL REINFORCING EQUAL TO THATINTERRUPTED.PLACE HALF OF THE
FOR SLAB THICKNESS AND ADDITIONAL REINFORCING ON EACH SIDE OF THE OPENING AND EXTEND TO LENGTH
DECK SIZE AND GAUGE REQUIRED TO LAP(BEYOND OPENING)PER BAR SIZE.
SECTION 2.BOXED OUT OPENINGS,BOXED RECESSES,AND PIPE SLEEVE CLUSTERS SHALL BE
HSA-SEE PLAN AND NOTES TREATED AS FRAMED SLAB OPENINGS.
3.FOR OPENINGS LARGER THAN MAX.ALLOWANCE NOT OTHERWISE DETAILED, w
W BEAM-SEE PLAN CONTACT THE ENGINEER.
ILL.
1 COMPOSITE FLOOR DETAIL 4 TYP.REINFORCING AT CONCRETE WALL AND SLAB OPENINGS DETAIL N
C H4 DOWELS AT 24"o.c. Y C
24" = w
~ 0
SEE ARCH PLANS FOR LOCATION OF WOOD FLOOR SYSTEM N O
Q
CONCRETE SLAB OVER METAL CONCRETE SLAB OVER METAL BENT PLATE TO BEAM MATCH SLAB
DECK SEE NOTES FOR DECK-SEE NOTES FOR WOOD STUD WALL PER PLANS 1/4 2"-12"
W THICKNESS AND REINFORCING THICKNESS AND REINFORCING W THICKNESS J W
- AND DECK SIZE AND GAUGE AND DECK SIZE AND GAUGE CONCRETE SLAB OVER\t.
Q
✓✓✓✓ METAL DECK-SEE NOTES REQ'D
CONIC WALL ELEVATION MAY FOR SLAB THICKNESS AND SEE ARCHtVERHIANG
BENT PLATE 1/4"x REQ'D x REQ'D- w
,�� •" •' -� ,+. - a-�'• „ _: • ESEE EARCHPLANS FOR ATI DECK AND GAUGEPLATE
TETOINETOCCUR
5/8"FROM
BEAM
VARY FROM OOR ELEV ON Q
VATION
." R STUD Lij
•�. '.-._.• -- ATTACHMENT(ANGLE CAN SED BE U Y O
M4 DOWELS AT 24"o.c. AT CONTRACTOR'S OPTION.) c U2"DECK BEARING,MIN. 2"DECK BEARING,MIN. 24 2"MIN.DECK BEARING- HSA-SEE PLAN FOR MORE INFO.SEE STRUCTURALNOTES
FOR ATTACHMENT
W BEAM-SEE PLAN
CITY APPROVED PLANS
CONCRETE FOUNDATION WALL- CONCRETEFOUNDATION WALL RQVIBWE(I fOf COCl2 ComplianceSEE PLAN AND STRUCTURAL ': - e.: SEE PLAN AND STRUCTURAL
NOTES FOR SIZE AND '� � �• NOTES FOR SIZE AND
REINFORCING + REINFORCING PLANS MUST BE ON JOB SITE
B FOR SLAB OVERHANGS LESS THAN 6" FOR ALL INSPECTIONS B
BENT PLATE TO BEAM DBA TO BENT PLATE
1/4
CONC.DECK TO BASEMENT WALL 1/2"DIA.x REDID IDEA AT Id
2 w K MATCH SLAB
24"o.c.U.N.O.WELDED ¢ REQ'D
TO BENT PLATE u 2 THICKNESS
CONCRETE SLAB ns GENTIFEEcnxGO,ox
OVER METAL DECK "L" CHANNEL SHORE PLATE UNTIL
CONCRETE
ETE oeTO rvumeexw cFscECHom um.E"I nEx T.E
SHORE PLATE UNTIL CONCRETE+ .- F�TnEoxuxnE
TYP. CURES.- "`- EDGEPLATE swraTwnTxoEss
SEE ARCH.PLANS TYP 4E /,4
16 OCCUR 5/8"FROM OF E BEAM CENTEERLINE ERoex�-i.00xs rvu ooc
1/4" L510'-0" CSx 11.5 CH CONCRETE SLAB OVER "MAX TO ALLOW FOR STUD ATTACHMENT \ONA(
METAL DECK-SEE NOTES (ANGLE CAN BE USED AT SS f
CO
FOR SLAB THICKNESS AND CONTRACTOR'S OPTION) C
/ SEE ARCHITECTS 4" ryP' DECK SIZE AND GAUGE
— ME1/4 2"
PLAN 2"MIN.DECK BEARING- HSA-SEE PLAN FOR 1 6 6 7 6
SEE STRUCTURAL NOTES MORE INFO. 9/21/202
4 FOR ATTACHMENT
OF
1 3/8"MAX. r — �K.BENT PLATE OR ANGLE(T=1/4"MIN.) W BEAM-SEE PLAN
TYP.AROUND ALL OPENINGS L TVP16FOR SLAB OVERHANGS GREATER THAN 6"<_IS"
BENT PLATE OR ANGLE(T=1/4"MIN.)FLOOR FRAMING-SEE PLAN TYP.AROUND ALL OPENINGS '�'ASLAB EDGE DETAIL
COPE ANGLE VERTICAL LEG 1/4"PLATE x 3"x 0'-30" 161'-0°
FOR OPENINGS GREATER THAN 24", FLOOR FRAMING-SEE PLAN
BUT 5 TO 4'-0" L CONC.SLAB OVER METAL
DECK
WHERE WIDTH OF OPENING
PERPENDICULAR TO DECK SPAN 15 LESS FOR OPENINGS PERPENDICULAR TO DECK SPAN
THAN 30",USE L4 x 4 x 1/4 SUPPORT GREATER THAN V-0"AND 5 8'-0"
ANGLE FRAMING BETWEEN FLOOR No. Description Date
BEAMS,OTHERW I5E USE C6 X 8.2 S-512
FLOOR OPENING DETAIL
1 2 3 4 5 Page 35 of 38
1 2 3 4 5
MIKE SHETLER HOMES
TOP PLATE SPLICE
HOLE SIZE STRAPS COWART
LESS THAN OR EQUAL TO NONE REQUIRED SETTLERS RIDGE 50A
1/3 STUD WIDTH
GREATER THAN 1/3 AND LESS ST2122 WITH(4)16d NOESIS ENGINEERING
ROOF EN.(2 ROWS). THAN OR EQUAL TO 2/3 STUD WIDTH NAILS EACH END ROOF BOUNDARY NAILING, SERVICES,P.C.
2-ix(OR 4x)SB SHAPE 70 ROOF GREATER THAN ST2215 WITH(6)16d
SLOPE SEE PLAN `
STUD WIDTH NAILS EACH END 1
ROOF SHEATHING, ��
2x STRUT WITH(2)
SEE PLAN
TYPICAL ROOF SHEATHING lOd NAILS PER TRUSS /
D • �`�
VERIFYD
MECH,AND LOCATION WITH ARCH, EACH SIDE PIPEANDSTRAP SIMPSON STRAP `l
MECH,AND ELECTRICAL DRAWINGS
DOUBLE TOP PLATE
1712 CABALLERO DR.
AMMON,IDAHO 83406
TYPICAL ROOF TRUSS,SEE (208)932-2720
PLAN,WEB MEMBERS NOT OVERBUILD TRUSS,
ALL SHOWN HERE SEE PLAN W W W.NOESIS.US
TYP WALL STUDS
2x CLEATS WITH(2)
16d NAILS PER TRUSS er D.
=e
TOP CHORD OF TRUSS unPP.—
OR ROOF JOIST,SEE PLAN DIB
1 RIDGE BLOCKING r l TOP PLATE SPLICE AT PIPE
3/4"=1'-0" 0 =9'-0" 3 4U ' OVERBUILD DETAIL
I_
UJI
ROOFSHEATHING, SIMPSON LUS24 INSTALLED I..L
SEE SCH UPSIDEDOWN Q
ROOF EDGE NAIL INTO N
SOLID BLOCKING 2X BLOCK @ WALL BRACE
ROOF BOUNDARY NAILING,
ROOF EDGE NAIL,SEE SCH ][
C IN SOLID FULL HEIGHT Z C
BLOCKING,SEE PLAN 0
SIMPSON A35 @ 24"O.C. _
BOUNDARY NAILING BEARING WALL 2X FACIA BOARD, cwc
ROOF SHEATHING, TYP.ROOF SHEATHING. SEE ARCH Ln G
SEE PLAN ROOF EDGE NAILING,IN
SOLID FULL HEIGHT
PRE-FABRICATED WOOD BLOCKING,SEE PLAN 2X4 OUTLOOKER @ 24" 1 MIN
2x CONT FACIA BOARD, O.C.,CONTINUOUS OVER
TRUSS BLOCKING GABLE,TYP 1 J W
SEE ARCH ROOF SHEATHING, Q J
TYP.ROOF SIMPSON'H2.5'AT SEE PLAN TRUSSES SIMPSON H1 @ EA
LU
EDGE NAILING, EACH TRU55 OUTLOOKER
SEE PLAN
2x CONT FACIA BOARD,
PRE-FABRICATED WOOD �
DOUBLE TOP PLATE TRUSS WALLSHEATHING, Q
SEE ARCH 2%4X CONT LEDGER W/16D SEE PLAN&SCH w
W
PLYWOOD SHEAR WALL NAIL TO BLOCKING TO MATCH a L 2%4 KICKER @ 4'-0"CENTERS Y
(WHERE OCCURS, WOOD STUD WALL, SIMPSON'H2.5'AT _ O
SEE PLAN) SEE PLAN DOUBLE TOPL PLATE EACH TRUSS SHEATHING TO BE ROOF BOUNDARY NAIL WALL SHEATHING EDGE W/(3)16d NAILS EA END AND c U N
CONTINUOUS AT SHEAR WALL SPACING \\Y (2)16d NAILS @ G
NAIL,SEE PLAN&SCH
'r WOOD HEADER,SEE PLAN LOCATION �\ INTERMEDIATE TRUSSES
WALL TOP PLATE, �_\
SEE DETAIL SIMPSON A34 @24"O.C.
WOOD HEADER WHERE WOOD WALL,SEE PLAN
OCCURES,SEE PLAN
WOOD TRUSS BEARING AT WOOD STUD WOOD TRUSS BEARING AT WOOD
5 WALL n BEAM n ROOF/WALL CONNECTION n ABLE END FRAMING
3/4"=1'_0" 3/4"=1'_0" 3/4"=1'_0" 3/4"=1'_0"
B B
CITY APPROVED PLANS
oa��MaERw�'�'�'�'EE'RI'N."�'E"RAILCDEoICUC'I'.'�E='�DE.ElUNDER..E
Reviewed for Code Compliance
55\ONAL t-
PLANS MUST BE ON JOB SITE a
FOR ALL INSPECTIONS 16-9/21/ 7 6
2021
OFK.
STATEMENT ON THE IRC REQUIREMENTS AND NES SCOPE OF WORK:
NOESIS ENGINEERING SERVICES'(NES)SCOPE OF WORK IS A LIMITED
STRUCTURAL ANALYSIS,LIMITED TO THE STRUCTURAL ELEMENTS NOT
COVERED BY THE IRC PRESCRIPTIVE CODE.THE CONTRACTOR SHALL FOLLOW A
A THE IRC,LOCAL BUILDING OFFICIAL AND THE WOOD CONSTRUCTION
MANUAL FOR ALL STRUTURAL ELEMENTS NOT OUTLINED IN THESE
DRAWINGS.THE CONTRACTOR MAY ENLARGE NOESIS ENGINEERING
SERVICES SCOPE OF WORK WITH A REQUEST IN WRITTING.THE CONTRACTOR
SHALL CONTACT NOESIS ENGINEERING SERVICES IF ANY STRUCTURAL ROOF FRAMING DETAILS
ELEMENT IS NOT INCLUDED IN THE IRC PRESCRIPTIVE CODE PROVISIONS OR
IN THESE DRAWINGS FOR ADDITIONAL DESIGN.
No. Description Date
S-520
1 2 3 4 5 Page 36 of 38
1 2 3 4 5
MIKE SHETLER HOMES
CONCRETE FOOTING SCHEDULE
REINFORCING CROSSWISE REINFORCING LENGTHWISE CONCRETE WALL SCHEDULE
DIAGRAM MARK WIDTH LENGTH DEPTH No. SIZE LENGTH SPACING No. S1ZE LENGTH SPACING HOLDDOWN SCHEDULE REINFORCING
MARK THICKNESS WALLTYPE COMMENTS F51.5 1'-6" 1'-6" ltl' 2 #4 1'-0" EQ 2 ps 1'-0" EQ ALLOWABLE TENSION VERTICAL HORIZONTAL TOP AND BOTTOM COWART
F51.75 1'-9" 1'-9' ltl' 2 #4 1'-3" EQ 2 #4 1'.3" EQ MARK HOLDDOWN TYPE FASTENERS NOTE: LOADS PER PRES
RANKING CW-6 6" #4 BARS AT 18"D.C. (1)#4BAR 'A' SETTLERS RIDGE50A
MANUFACTURER(DE) #4 BARS W/IN 12"FROM TOP
COLUMN SHALL APPLY FORCE F52.0 2'-0" 2'-0' ltl' 3 #4 1'-6" EQ 3 p4 1'-6" EQ CW-8 8" #4 BARS AT I8"D.C. &BOT.AND AT I/3 POI NTS, (1)#4BAR 'A'
IN CENTER UNLESS OTHERWISE FS2.25 2'-3" 2'-3" 11. 3 #4 I'A" EQ 3 #4 1'-9" EQ HD-1 SIMPSON HDU2-SDS2.5 CONC.:S/8"0 J OR L ANCHOR BOLT,MIN 7"EMBEDMENT 3,075 LBF IO CA-10 10.. #4 BARS AT I6"O.C. FOU NDATION WALLS LESS (1)#4BAR 'A' NOESIS ENGINEERING
NOTED FS2.5 2'.6" 2'-6" ltl' 3 #4 Tl" EQ 3 #4 2.4. EQ WOOD:(6)1/4"%21/2"SDS(MIN 3"WOOD THICKNESS) THAN 30"DO NOT NEED THE
FS2.75 2'.9" 2'-9' ltl' 3 #4 2'-3" EQ 3 #4 2'-3" EQ HD-2 SIMPSONLSTHD8 CONC, HOLDDOWN LSTHDBI FOR RIM JOIST 2,230LBF@ENDWAL 10 REBARATTHEI/3PDINT6 SERVICES P.C.
WOOD:(16)16d SINKERS W/8"CONC.WALL
F53.0 3'-0" 3'-0' 11. 4 #4 2'-6" EQ 4 p0 2'-6" EQ HD-3 SIMPSON STHDIO CONI HOLDDOWN STHDIOJ FOR RIM JOIST 3,145 LBF@ENDWAL
REINFORCING REINFORCING F53.25 3'-3" 3'-3' ltl' 4 #4 2'1' EQ 4 p4 2'-9" EQ WOOD:(20)16d SINKERS W/8"CONC.WALL 13 CONCRETE FOUNDATION WALL STRUCTURAL
NOTES
TES: ABBREVIATIONS:
1. SEE CONCRETE F UNDATU N WALL NOT DESIGNATED
N PLANS SHALL E.F. EACHSIDE ACE
FACE
CROSSWISE LENGTHWISE F53.5 3'-6" 3'1' ltl' 4 #4 3'-0' EQ 4 p4 3'-0" EQ �1��
HD-4 SIMPSON STH0I4 GOOD HOLDDOWN STHD141 FOR RIM JOIST 4,210 W/8"LBF@ENDWAL 13 2. CONCRETE FOUNDATION WALLS NOT DESIGNATED ON PLANS SHALL BE REINFORCED AS FOLLOWS: I.F. INSIDE FACE
FS4.0 Wl" 3'-9" IV' 5 #4 T-3" EQ 5 #4 3'-3" EQ WOOD:(14"0HE HEAVY
W/8"4,565 WALL / D
D O.F. OUTSIDE FACE I
F54.0 4'-0" 4'-0" ltl' S #4 3'-6" EQ 5 p4 3'-6" EQ THICKNESS VERTICAL REINFORCING HORIZONTAL REINFORCING
HD-5 SIMPSON HDU4SD52.5 CO OD (10)0 HEAVY HEX (,MIN 7"EMBEDMENT 4,565 LBF 14
> DEPTH F54.25 4'-3" 4'-3" ltl' S #4 3'-9" EQ 5 p4 3'-9" EQ WOOD:(10)1/4"%21/2"SDS(MIN 3"WOOD THICKNESS) 6" #4 BARS AT IB"O.C. #4 BARS AT I6"O.C.
\ FS4.5 V-6" 4'-6' 12" 5 #5 4'-0" EQ 5 p5 4'-0" EQ HD-6 SIMPSON HDUS-SD52.5 CONC.:5/8" HEAVY ME%BOLT,MIN 12"EMBEDMENT 8" #4 BARS AT 18"O.C. #4 BARS AT 12"O.C.
WOOD:(14)1/4"%21/2"SDS(MIN 3"WOOD THICKNESS) 5'645 LBF 14 10" #4 BARS AT I6"O.C. #S BARS AT 15"O.C.
F54.75 4'-9" 4'-9' 12" 5 #5 4'-3" EQ 5 p5 4'-3' EQ 12" #4 BARS AT IB"O.C.E.F. p6 BARS AT I6"O.C.E.F. 1712 CABALLERO DR.
>< / FS5.0 5'-0" 5'1' 12" 5 #5 4'-6" EQ 5 #5 4'-6" EQ HD-7 SIMPSON HDUS-SDS2.5 CONIC, 7/8"0HEAVY HEX BOLT,MIN 12"EMBEDMENT FOR FULL LOAD CAPACITY 7,870 LBF 43 WOOD:(20)1/4"%21/2"SIDS(MIN 4.5"WOOD THICKNESS) AMMO8)IDAHO 83406
F55.25 5'-3" 5'-3' 12" 5 #5 4'-9" EQ 5 p5 4'-9" EQ MIN B"GONG.WALL (208)932-2720
HD-8 SIMPSON HDUll-SD52.5 CONC.: V0HEAVY HE%BOLT,MIN IS"EMBEDMENT FOR FULL LOAD CAPACITY 11,175 LBF WALL REINFORCING PLACEMENT TYPES: 11/2"
FS5.5 5'-6" 5'-6" 12" 5 #5 5'-0" EQ 5 p5 5'-0" EQ 45 WWW.NOESIS.US
F55.75 5'-9" 5'-9" 14" 6 #5 5'.3" EQ 6 #5 5'.3" EQ WOOD:(30)1/4"%21/2"SDS(MIN 7.25"WOOD THICKNESS) MIN 8-CONC.WALL C zla zl'a`
FS6.0 6'1" 6'1" 14" 6 #5 5'.6" EQ 6 #5 5'.6" EQ HD-9 SIMPSON HDUI4-SDS2.5 CONC.:HEAVY HEX ANCHOR NUT IN HOLDDOWN KIT 14,445 LBF 51 ar DIVIN DATE
WOOD:(36)1/4"%21/2"SDS(MIN 7.25"WOOD THICKNESS) a 0A �zvmzi a.se:u au
F57.0 7'-0" 7'1" 14" 7 #5 6'-6" EQ 6 #5 6'-6" EQ
4
FS8.5 W-6" 8'-6" 14" 9 #5 8'-0" EQ 9 #5 8'-0" EQ VERTICAL VERTICAL ED Dv
REINFORCING REINFORCING IL
TECHNIWALL(OR COLUMN)SHALL FC1.3 1'4' CONT 8" 1 #4 I'-0" 12"D.C. 2 #4 CONT EQ HORIZONTAL HORIZONTAL uAPPaovu
AP PLY FORCE IN CENTER FC3.5 V-6" CONE 8" 1 95 V-2" 12"O.C. 2 #4 CONT EQ NOTES: REINFORCING REINFORCING
UNLESS OTHERWISE NOTED FC3.75 V-9" CONT 8" 1 #5 V.3" 12"O.C. 2 #4 CONT EQ 1. ALLOWABLE LOADS HAVE BEEN INCREASED FOR EARTHQUAKE OR WIND LOAD DURATIONS WITH NO FURTHER INCREASE ALLOWED.REDUCE WHERE
FC2.0 2'-0" CONT 8" 1 #5 V-6" 12"O.C. 2 44 CONT EQ OTHER LOADS GOVERN.
REINFORCING 2. USE ALL MANUFACTURER SPECIFIED FASTENERS.
CROSSWISE
REINFORCING fC2.25 2'-3" CONT 30" 1 p5 1'-9" 12"O.C. 2 p4 CONT EQ 3. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
LENGTHWISE FC2.5 2'-6" CONT ltl' 1 #5 2'1" 12"O.C. 2 44 CONT EQ 4. SOME SCHEDULED HOLDDOWNS MAY NOT BE USED,SEE FOOTING AND FOUNDATION PLAN FOR HOLDDOWN MARKS. 11/2"
.{ FC2.75 V-9" CONT 10" 1 15 2'-1" 12"O.C. 2 " CONT EQ 5. INFORMATION PROVIDED HERE IS DESIGNED BY NES AND MAY ONLY BE USED BY PERMISSION.
DEPTH FC3.0 3'-0" CONT 12" 1 p5 2'-6" 12"O.C. 2 p4 6. THIS SCHEDULE WAS ADOPTED AS PART OF NES STANDARDS IN JULY 2018,FULL CALCULATION PACKAGE ON FILE IN NES MAIN OFFICE. TYPEW TYPEW TYPE'C' TYPED'
CONT EQ
\ / / FC3.25 3'.3" CONT 12" 1 #5 2'-9" 12"O.C. 2 44 CONT EQ UJI
48 FC3.5 3'.6" CONT 12" 1 #5 3we 12"O.C. 2 #4 eoNr EQ 2 HOLDDOWN SCHEDULE n CONC.WALL SCHEDULE LL
4 �1xo'� �J LJ Q
BAR AT CORNER (n
TO MATCH VERT WALL
CONCRETE FOOTING NOTES: REINFORCING _ ""' CONTROL OR
1. COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS SHALL BE 3,DDO PSI (2)#4 x 4'-0"BARS AT EACH CORNER CONSTRUCTION JOINT Y
2. PLACE ALL FOOTING REINFORCING IN THE BOTTOM OF THE FOOTING WITH 3"CLEAR CONCRETE COVER JUNO). (2)BARS AT INTER OF DEPRESSED SLAB WHERE Z C
3. TOP REINFORCING,WHERE OCCURS,SHALL BE PLACED IN THE TOP OF THE FOOTING WITH 2"MINIMUM CONCRETE COVER. c
TO MATCH VERT CONTROL/CONSTRUCTION JOINTS DO w
4, IF FOOTINGS ARE EARTH-FORMED,FOOTINGS SHALL BE 6"LONGER AND WIDER THAN SCHEDULED. WA N:1BNFORCING NOT EXTEND FROM CORNER LU
5. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
6. SOME SCHEDULED FOOTINGS MAY NOT BE USED,SEE FOOTING AND FOUNDATION PLAN FOR FOOTING MARKS. CORNER BARS) T�-DEPRESSED CONCRETE } O
7. THIS SCHEDULE ASSUMES A SOIL BEARING PRESSURE OF 1,500 PSF SLAB Q
8. INFORMATION PROVIDED HERE IS DESIGNED BY NES AND MAY ONLY BE USED BY PERMISSION. _- N
9. THIS SCHEDULE WAS ADOPTED AS PART OF NES STANDARDS IN IULY 2018,FULL CALCULATION PACKAGE ON FILE IN NES MAIN OFFICE. J LLU
n CONC.FOOTING SCHEDULE (2)#4 x W-0"BARS WHERE Q
CONTROL/CONSTRUCTION JOINTS
CONCRETE WALL, INTERSECT BUT DO NOT CONTINUE LU
SEE PLAN AND SCHEDULE BEYOND INTERSECTION U Q
BAR AT INTERSECTION
(2)L 3 x 4 W/11/2"SLOTTED CONTROL OR Y
CONCRETE WALL,SEE TO MATCH VERT WALL CONSTRUCTION JOINTS cc �O
HOLES-SEE SCHED.
PLAN AND SCHEDULE REINFORCING (2)#4 x 4'-0"BA
R5 WHERE
13/4 13/4" A325 BOLTS PER THE SCHEDULE WITH - CONTROL/CONSTRUCTION JOINTS
CONCRETE WALL 1/2" WASHERS THAT COMPLETELY COVER BEND NORMAL WALL REINFORCING DO NOT EXTEND FROM CORNERS AND SCSTEEL HEDULE SEE PLAN
THE SLOTS PER THE STRUCTURAL OF CONCRETE BLOCKOUTSAT
NOTES.(DO NOT USE TC BOLTS) OR PROVIDE BAR OF SAME BUILDING COLUMNS
EMBED PL.3/4"x SEE SCHED. SIZE AND SPACING WITH LAP CORNER BAR
W/3/4"DIA.x 5"HSA'S W BEAM-SEE PLAN AS PER GENERAL STRUCTURAL
_ NOTES,TYPICAL
(2)BARS AT CORNER CONCRETE BLOCKOUT
TO MATCH VERT WALL ,
® ow REINFORCING •°''
® m
® S LOCATIONS REQUIRING ADDITIONAL SLAB REINFORCING2
B CORNER BARS B
CONCRETE WALLS
a--E TYP.BOTH
'A' �NGLES EDGE EACH SIDE OF
sEEsa6D. U TYP CORNER WALL REINFORCING1 CONCRETES AB ON JOINT WITH SIDE
RADIUS
GRADE,SEE PLAN
WELDTOEMBEDPLATE ALONG TOE AND A RETURN ACROSS THE TOP
EQUAL TO 2x THE WELD SIZE.
SEE PLAN ANGLE SIZE
BEAM SIZE (EA.SIDE) WELD W BOLTS EMBED EMBED PLATE It OF OF H.S.A. PATTERN
2" EQUAL 2" 3 X 4 X 5/16 X 5"
EMBED PL. " "C6x (1)SIDE 1/4" (2)3/4"0 8 x 8 4 ,. III=III=�= =�=III=�=III= = III=III=III=III= =III=III=III=IIIENGINEERING DER THE
SPACING (2"BETWEEN HOLES) SLOPE=1:3 DR numRERw XWU.11CINu ooamEHTs.
0.15t 4'MIN.3/4"CRUSHED �
WBx,C8x 3 X 4 X 1/16 X 6" 1/4" (2)3/4"0 8 1/2"x 8 1/2" 4 COMPACTED STRUCTURAL FILL GRAVEL COMPACTED LONAL
- W1Ox 3 X 4 X 5/16X6" 1/4' (2)3/4"0 12"xV-4" 6 OR COMPETENT UNDISTURBED CONSTRUCTION JOINT T095%OF MODIFIED f
a 0 0 0 ? NATIVE SOIL PROCTOR(ASTM-D3557) Qt
W 12x,C12x 3 X 4 X 5/16 X 9" 1/4" (3)3/4"0 12"x V-4" 6
W14x 3 X 4 X5/16X9" 1/4" (3)3/4"0 15"x1.11. 9 CONCRETE SLAB ON 16 6 7 6
GRADE,SEE PLAN WITHIN FIRST 12 HOURS 9/21/202
W l6x 3 X 4 X 5/16%1' 1/4" (4)3/4"0 15"x 1'-8" 9 OF SLAB POUR
OF
TYP.H.S.A. W 18x 3 X 4 X 5/I6 X V-3" 1/4" (5)3/4"0 15"x 1'-8" 9 . O9 K.
PATTERN LAYOUT
W21x 3 X 4 X 3/8 X 1'-6" 5/16" (6)7/8"0 15"x 2'4- 12
W24x 3 X 4 X 3/8 X V-9" 5/16" (7)7/8"0 15"X 2'-0" 12
n BEAM TO CONC.CONNECTION SCHEDULE III-1I I-III-1I I-III-1I I-III-1I I-III-1I I-III-1I I-1I I-1I I-1 =1I I-1I I-1I I-1I I
COMPACTED STRUCTURAL FILL 4"RAVEL MIN.3/4"CRUSHED
CITY APPROVED PLANS G COMPACTED
STATEMENT ON THE IRC REQUIREMENTS AND NES SCOPE OF OR COMPETENT UNDISTURBED CONTROL101NT WORK: T095%OF MODIFIED
NOESIS ENGINEERING SERVICES'(NES)SCOPE OF WORK IS A LIMITED NATIVE SOIL PROCTOR(ASTM-D3557)
STRUCTURAL ANALYSIS,LIMITED TO THE STRUCTURAL ELEMENTS NOT Reviewed for Code Compliance SCHEDULES
COVERED BY THE IRC PRESCRIPTIVE CODE.THE CONTRACTOR SHALL FOLLOW n TYP SLAB ON GRADE JOINT DETAILI
THE IRC,LOCAL BUILDING OFFICIAL AND THE WOOD CONSTRUCTION
MANUAL FOR ALL STRUTURAL ELEMENTS NOT OUTLINED IN THESE PLANS MUST BE ON JOB SITE
DRAWINGS.THE CONTRACTOR MAY ENLARGE NOESIS ENGINEERING
SERVICES SCOPE OF WORK WITH A REQUEST IN WRITTING.THE CONTRACTOR No. Description Date
SHALL CONTACT NOESIS ENGINEERING SERVICES IF ANY STRUCTURAL FOR ALL INSPECTIONS S-601
ELEMENT IS NOT INCLUDED IN THE IRC PRESCRIPTIVE CODE PROVISIONS OR
IN THESE DRAWINGS FOR ADDITIONAL DESIGN.
1 2 3 4 5 Page 37 of 38
1 2 3 4 5
MIKE SHETLER HOMES
HEADER BEARING SCHEDULE FOR 2x STUD WALL
MINIMUM NAILING SCHEDULE SHEATHING SCHEDULE AT ROOF AND FLOOR MAXIMUM IAMB
MARK HEADER COMMENTS
CONNECTION NAILING LOCATION WOODSHEATHING NAIL I EDGE NAIL FIELD BOUNDARY EDGE HEADER SPAN BEARING STUDS KING STUDS
----
SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 16d AT 16"O.C. THICKNESS SIZE CONT EDGOTHER EDGE NAIL NAIL BLOCK COMMENTS WH-1 (2)2X10DF#2 (1)2 6DF#2 (1)ZX6DF#2 COWART
BRIDGING TO JOIST,TOENAIL EACH END (2)8d ROOF 5/8"40/20 8d 61N 11 121N 61N NO WH-2 (2)13/4"X 91/2"LVL 1.9e ---- (1)2X6 DF#2 (1)2X6 DF#2 SETTLERS RIDGE 50A
BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE,TOENAIL (3)8d FLOOR 1 23/32"OSB(48/24) 10d SIN 1 61N 1 12 IN 61N NO WH-3 (3)13/4"X 9 1/2"LVL 1.9e --- (1)2X6 DF#2 (1)2X6 DF#2
RIM JOIST TO TOP PLATE,TOE NAIL Sd AT 6"D.C. WH4 (2)2XI0 DF#2 --- (1)2X6 DF#2 (2)2X6 DF#2 NOESIS ENGINEERING
COLLARTIETO RAFTER,FACE NAIL (3)10d SHEATHING NOTES:
JACK RAFTERTOHIP,TOE NAIL (3)10d 1. MINIMUM NAIL PENETRATION INTO FTAMING:8d-1 1/2",10d-15/8". WH-5 (2)2XIO DF#2 ---- (1)2XB DF#2 (4)2X8 LVL VERSA-STUD 1.7 OR BETTER SERVICES,P.C.
FACE NAIL (2)16d WH-6 (2)13/4"X 117/8"LVL 1.9e ---- (1)2X6 DF#2 (2)2X6 DF#2
ROOF RAFTER TO 2x RIDGE BEAM,TOE NAIL (2)16d 2. USE COMMON NAILSUR DIAMETER= ADDITIO 10dNAL
DIAMETER=ENTS.. WH7 2
FACE NAIL (2)16d 3. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. O13/a"x91/z"WL 1.9e (112X6 DF#2 (3)2X6
JOIST TO BAND JOIST,FACE NAIL (3)16d WH-8 (3)13/a"x l4"LVL 1.9e ---- 11)2X6 DF#2 13I 2%6 DF#2
D LEDGER STRIP,FACE NAIL (3)16d WH-9 (3)13/4"X 117/8"LVL 1.9e --- (1)2X6 DF#2 (2)2%6 DF#2 �j/' D
TOP PLATE TO STUD,END NAIL (2)16d CENTER EDGES OF SHEATHING.STAGGER 8"GAP AT ENDIOINTS
NOTE:MEMBER SIZES SHOWN ARE MINIMUM DEPTHS AND WIDTHS
DOUBLE STUDS,FACE NAIL 16d AT 24"O.C. PLYWOOD ON JOISTS JOINTS AND ALTERNATE 2x WALL STUDS,TYP
DOUBLED TOP PLATES,FACE NAIL 16d AT 16"O.C. AND BLOCKS GRAIN DIRECTIONS LEDGER KINGSTUD(S)
TOP PLATES,LAPS&INTERSECTION,FACE NAIL (2)16d 2.CONT PLATE 1712 CABALLERO DR.
CONTINUOUS HEADER,TWO PIECES 16d AT 16"O.C.ALONG EACH EDGE z AMMON,IDAHO 83406
CEILING JOISTS TO PLATE,TOE NAIL (3)8d (208)932-2720
CONTINUOUS HEADER TO STUD,TOENAIL (4)8d wo
CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL (3)16d in WWW.NOESIS.US
CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL (3)16d
RAFTER TO PLATE,TOENAIL (3)8d < WALL(WHERE 16d NAILS @ 1.5" arIE
1"BRACE TO EACH STUD&PLATE,FACE NAIL (2)8d _� OCCURS),SEE O.C.(MIN.4)EACH
BUILT-UP CORNER STUDS 16d AT 24"O.C. PLAN END OF HEADER SECTION eo xvTATE
BUILT-UP GIRDER&BEAMS 20d AT 32"O.C.AT TOP,BOTTOM,
AND STAGGERED.(2)20d AT ENDS unrraovu
EDGE NAIL CONTINUOUS WOOD HEADER.(3)2z'sME
AND AT EACH SPLICE. WITH 1/2"FILLER
PLYWOOD&PARTICLEBOARD: EDGE(WHEN BLOCKING
SUBFLOOR,ROOF&WALL SHEATHING(TO FRAMING) IS REQUIRED) SIMPSON LCE4(PAIR)ON EACH SIDE REQUIRED
1/2"AND LESS 8d
19/3"-3/4" WHICH HEADERS ARE LONGER THAN 3 FT
ed OR lOd EDGE NAIL,OTHER
2 FOR HEADERS ON THE 2ND AND 3RD FLOOR
7/8"2" 8d EDGE
11/8"-11/4" 8d OR 10d FIELD NAILING TRIM STUD(51
COMBINATION SUBFLOOR-UNDERLAYMENT(TO FRAMING)'
3/4"AND LESS 6d WOOD H EADER SCHEDULE w
7/8 1 8d EDGE BLOCKING WHERE BOUNDARY NAIL 3/4"
11/8"-1 1/4" 8d OR 10d REQ'D,LAY FLAT(UNO)
SHEATHING SCHEDULE AT ROOF AND
FLOOR
'NAILS SPACED AT 6"O.C.AT EDGES,12"O.C.AT INTERMEDIATE SUPPORTS(EXCEPT WHERE SPANS ARE 48"OR 2 3/4"=1'-0" Y
C MORE,THEN SPACE AT 6"D.C.AT SUPPORTS).FOR NAILING OF DIAPHRAGMS AND SHEAR WALLS,REFER TO
C SHEARWALL SCHEDULE. Z V)
DOUBLE 2x IN 6"STUD WALL LU
MINIMUM NAILING NOTES: N O
1. NAILING SCHEDULE PER I.R.C.2018 OR ABOVE,WHICHEVER IS GREATER
2. NAILING REQUIREMENTS SHOWN HERE DO NOT REPLACE HARDWARE SHOWN ON THE PLANS OR Q
DETAILS.
3. ALL NAILS USED ARE COMMON NAILS. J w
4. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 16d NAILS AT I2"D.C. Q J
EA SIDE-STAGGERED
AT
n MINIMUM NAILING SCHEDULE 16d IDE-NAILSTAGGER.C. of
DOUBLE 2x TRIPLE 2x FA SIDE-STAGGERED
U) Q
12" 12" LU
WOOD SHEATHING SHEARWALL SCHEDULE cYc
WALL FRAMING WALLSHEATHING e G O N
MARK TOP BOTTOM STUD& NESS FASTENER FASTENER COMMENTS
STUDS BOTTOM PLATE ANCHORS BLOCK AT THICK EDGE NAIL FIELD NAIL
PLATE PLATE JOINTS TYPE SIZE
1/2"0 THRU-BOLT AT
SW-1 2x6 AT 16"D.C. 12)2x6 2x6 5/8"O A.B.AT 48"O.G 2z 7/16" STAPLES I1/2"16Ka 3"D.C. 12"O.C. 24"O.C.-STAGGERED CITY APPROVED PLANS
OR NOTE 8
7/I6" NAILS 8D 6"O.C. 12"O.C.
SW-2 2x6 AT 16"D.C. (2)2x6 2x6 5/8"0 A.B.AT 48"D.C. 2x 7/16" NAILS 8D 4"D.C. 12"O.C. NOTE QUADRUPLE 2x
Reviewed for Code Compliance
SW-3 2x6 AT 16"0.C. (2)2x6 24 5/8"0 A.B.AT 48"D.C. 2. 7/16" NAILS 8D 3"O.C. 12"0.C. NOTE WOOD BUILT-UP BEAM DETAILSI
SW-4 (2)2z6 AT 16"O.C. (2)2x6 2x6 5/8"0 A.B.AT 48"O.C. (2)2x 7/16' NAILS 8D 2"O.C. O.C.12" NOTEB 3/q"_1'_0" PLANS MUST BE ON JOB SITE
SW-5 2x8 LVL AT I6"O.C. (2)2x8 2x8 5/8"0 A.B.AT 48"D.C. 2. 7/16" NAILS 8D 4"D.C. 12"O.C. NOTE
B VERSA-STUDI.7E FOR ALL INSPECTIONS B
OR BETTER
WOOD SHEATHING SHEARWALL NOTES: 4'-O"MINIMUM LAP
1. PROVIDE 3/16"x2"x0'-2"WASHER PLATES AT BOLTS. SPLICE BOTTOM PL
2. WHERE CALLED FOR ON SCHEDULE,USE COMMON NAILS.GALVANIZED NAILS SHALL BE HOT-DIPPED OR TUMBLED. OVERSTUD
3. ANCHOR BOLTS SHALL HAVE A 7"MINIMUM EMBEDMENT INTO CONCRETE AND TERMINATE WITH A 3"STANDARD 90°HOOK. TOP PLATE SPLICE
4. WHERE STUDS ARE CUT FOR PLACEMENT OF ANCHOR BOLTS OR OTHER ELEMENTS,AN ADJACENT STUD SHALL BE ADDED.
S. WHEREWOOD SHEATHING IS APPLIED TO BOTH SIDES OF A WALL AND NAIL SPACING IS LESS THAN 6"O.C.ON EITHER SIDE,PANEL101NTS SHALL BEOFFSET TO FALLON DIFFERENT
FRAMING MEMBERS,OR FRAMING MEMBER SHALL BE 3"OR THICKER AND NAILS ON EITHER SIDE SHALL BE STAGGERED.
6. PRE-DRILLEDHOLES ARE REQUIRED AT 20d NAILS. 71
7. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
8. ALL WOOD SHEAR WALLS GREATER THAN I6'TALL SHALL HAVE ALL PANEL EDGED BLOCKED AND NAILED AT EDGE NAIL SPACING
EDGE NAILING,TYP (2)16d AT 4"O.C. c[sc.orc xoN oaisirvuuocumexis. o[x THE
WOOD WALL SHEATHING ((24)16d MIN EA oe numeex wRoex/v
FIELD NAILING,TYP ALTERNATE DIRECTION OF SIDE OF EA SPLICE)
WOOD GRAINS.AT LONAL f
BLOCKING.BLOCK CONTRATOR'S OPTION,
ALL JOINTS SHEATHING MAY BE Q
INSTALLED VERTICALLY
a � 16676
o 9/21/2021
_ JOINT STUD
TYPICAL WALL STUDS
CENTER EDGES OF PLYWOOD
WALL STUDS ON STUDS AND BLOCKS
HOLDOWN WHERE
A
A OCCURS
FLOOR SLAB OR WOOD SILL(ANCHOR BOLTS
STATEMENT ON THE IRC REQUIREMENTS AND NES SCOPE OF WORK: FOUNDATION WALL AND NAILING NOT SHOWN)
NOESIS ENGINEERING SERVICES'(NES)SCOPE OF WORK IS A LIMITED
STRUCTCOVEREURALAN IRC
PRESCRLIMITEIPTIVE
ODE.THE THE
SHALLCTURAL ELEMENTS F 4a: SCHEDULES
COVERED BY THE IRC PRESCRIPTIVE CODE.THE CONTRACTOR SHALL FOLLOW
THE IRC,LOCAL BUILDING OFFICIAL AND THE WOOD CONSTRUCTION TOP PLATE SPLICEI
MANUAL FOR ALL STRUTURAL ELEMENTS NOT OUTLINED IN THESE 1/8"GAPATEND101NT5 �J 1"=1'
DRAWINGS.THE CONTRACTOR MAY ENLARGE NOESIS ENGINEERING WOOD SHEATHING SHEARWALL
SERVICES SCOPE OF WORK WITH A REQUEST IN WRITTING.THE CONTRACTOR 4 EDULEEDULEI No. Description Date
SHALL CONTACT NOESIS ENGINEERING SERVICES IF ANY STRUCTURAL 3/4"=1'-0" S-602
ELEMENT IS NOT INCLUDED IN THE IRC PRESCRIPTIVE CODE PROVISIONS OR
IN THESE DRAWINGS FOR ADDITIONAL DESIGN.
1 2 3 4 5 Page 38 of 38