The URL can be used to link to this page

Home My WebLink About16-0326 1747 Stone Gate Dr New House MJs & Plans Load Short Form Job: ® JV Date: Feb 09,2016 Ems" ? Entire House By 2/11/16 16-0326 Element Heating & Cooling 1747 Stone Gate Dr 364 Main Ave South,Twin Falls,ID 83301 Phone:208-404-2762 Fax:208-734-2576 Email:elementheating@yahoo.com Web:www.elementheatingandcooling.com Project Information For: Salvarov, Mike Shetler Lot 14 Block 3 Stoneridge, Twin Falls, ID 83301 Design Information Htg Clg Infiltration Outside db (°F) 2 95 Method Simplified Inside db(°F) 68 75 Construction quality Average Design TD (°F) 66 20 Fireplaces 1 (Average) Daily range - H Inside humidity(%) 50 50 Moisture difference(gr/lb) 53 -36 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade Carrier Trade BASE 13 PURON AC Model 58STAl10-12 Cond 24ABB36OC31 AHRI ref 2000817 Coil CNPVU6024ACA AHRI ref 5097546 Efficiency 80 AFUE Efficiency 11.2 EER, 13 SEER Heating input 110000 Btuh Sensible cooling 40250 Btuh Heating output 89000 Btuh Latent cooling 17250 Btuh Temperature rise 49 °F Total cooling 57500 Btuh Actual air flow 1917 cfm Actual air flow 1917 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 1.00 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Master Bedroom 2 306 5376 1941 144 104 Master Bath 179 6755 2939 181 158 Bathroom 2 48 1760 1335 47 72 Bedroom 5 143 3532 1635 95 88 Bedroom 4 144 5158 1829 138 98 Entry 70 2806 1239 75 67 Nook 121 5176 2263 139 122 Kitchen 285 3473 4131 93 222 Great Room 667 11483 6694 308 360 Hallway 140 0 0 0 0 Dinning Room 426 7762 3685 208 198 Bathroom 48 432 227 12 12 Laundry 56 487 256 13 14 Bedroom 3 170 3347 1877 90 101 Master Bath 1 247 7394 3332 198 179 Hall 117 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti wri htsoft 2016-Feb-0917:19:39 9 Comfort Builder by Wrightsoft 15.0.23 RSU23055 Page 1 �� ...ts\Carrier\Salvarov Mike Shetler Stoneridge.rup Calc=MJ8 House Front faces: E Master Bedroom 1 I 304 I 6546 I 2273 I 176 I 122 Entire House d 3471 71488 35655 1917 1917 Other equip loads 7949 2409 Equip. @ 1.00 RSM 38064 Latent cooling 0 TOTALS 1 3471 1 79437 1 38064 1 1917 1 1917 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti wri htsoft 2016-Feb-0917:19:39 9 Comfort Builder by Wrightsoft 15.0.23 RSU23055 Page 2 �� ...ts\Carrier\Salvarov Mike Shetler Stoneridge.rup Calc=MJ8 House Front faces: E Project Summary Job: J Date: Feb 09,2016 Q ELEMENT Entire House By: Element Heating & Cooling 364 Main Ave South,Twin Falls,ID 83301 Phone:208-404-2762 Fax:208-734-2576 Email:elementheating@yahoo.com Web:www.elementheatingandcooling.com Project • • For: Salvarov, Mike Shetler Lot 14 Block 3 Stoneridge, Twin Falls, ID 83301 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 -36 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 48098 Btuh Structure 21918 Btuh Ducts 23390 Btuh Ducts 13737 Btuh Central vent 7 cfm 7949 Btuh Central vent(127 cfm) 2409 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9437 tuh Use manufacturer's data in Rate/swing multiplier 1.00 Infiltration Equipment sensible load 38064 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure -888 Btuh Ducts -415 Btuh Heating Cooling Central vent(127 cfm) -2709 Btuh Area(ft2) 3471 3471 Equipment latent load 0 Btuh Volume (ft3) 39021 39021 Air changes/hour 0.31 0.15 Equipment total load 38064 Btuh Equiv.AVF (cfm) 202 98 Req.total capacity at 0.70 SHR ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Carrier Trade BASE 13 PURON AC Model 58STAl10-12 Cond 24ABB360C31 AHRI ref 2000817 Coil CNPVU6024ACA AHRI ref 5097546 Efficiency 80 AFUE Efficiency 11.2 EER, 13 SEER Heating input 110n00 Btuh Sensible cooling 40250 Btuh Heating output 8900 Btuh Latent cooling Btuh Temperature rise °F Total cooling 57500 tuh Actual air flow 1917 cfm Actual air flow 7 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 1.00 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I'1 htsoft 2016-Feb-0917:19:39 W 9 Comfort Builder by Wrightsoft 15.0.23 RSU23055 Page 1 ACCA ...ts\Carrier\Salvarov Mike Shetler Stoneridge.rup Calc=MJ8 House Front faces: E N Level 1 176 cfm 198cm 8„ Master Bath] elm 144 cfm Master Bedroom 120 cfm 8" ",,- ster Bedroom Master Bath 1 cfm 10 fm Great Room 10" 1 931 cm t�rM IJin ii 6_Ronm 10.. 14 Bcdmom 5 6 cfm 04 cfm 16" 18" 11 cfm En 6" Hallway Bathroo 6 6 Kitchen 8" om 2 7 fm 11 Ha 8" 101 cfm 6 8 7 Laundry 0 Bcdroo 14 cfm " No 1 8 cfm 139 cfm F7 Garage Job#: Element Heating & Cooling Scale: 1 : 159 Performed for: Page 1 Salvarov 364 Main Ave South Comfort Builder by Wrightsoft Lot 14 Block 3 Stoneridge Twin Falls,ID 83301 15.0.23 RSU23055 Twin Falls,ID 83301 Phone:208-404-2762 Fax:208-734-2576 2016-Feb-09 17:20:45 www.elementheatingandcooling.com elementheating@ya... ...arov Mike Shetler Stoneridge.rup Duct System Summary Job: * Date:�i'LE Feb 09,2016 E" •�� -� Entire House By: Element Heating & Cooling 364 Main Ave South,Twin Falls,ID 83301 Phone:208-404-2762 Fax:208-734-2576 Email:elementheating@yahoo.com Web:www.elementheatingandcooling.com Project Information For: Salvarov, Mike Shetler Lot 14 Block 3 Stoneridge, Twin Falls, ID 83301 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.13 in H2O 0.13 in H2O Available static pressure 0.37 in H2O 0.37 in H2O Supply/return available pressure 0.283/0.087 in H2O 0.283/0.087 in H2O Lowest friction rate 0.119 in/100ft 0.119 in/100ft Actual air flow 1917 cfm 1917 cfm Total effective length (TEL) 311 ft Supply Branch • 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 Bathroom C 227 12 12 0.209 4.0 Ox 0 VIFx 20.5 115.0 st4 Bathroom 2 C 1335 47 72 0.147 6.0 Ox 0 VIFx 47.8 145.0 st16 Bedroom 3 C 1877 90 101 0.223 6.0 Ox 0 VIFx 26.8 100.0 st3 Bedroom 4 h 5158 138 98 0.138 8.0 Ox 0 VIFx 59.5 145.0 st16 Bedroom 5 h 3532 95 88 0.132 7.0 Ox 0 VIFx 54.4 160.0 St15 Dinning Room h 3881 104 99 0.155 7.0 Ox 0 VIFx 37.5 145.0 st7 Dinning Room-A h 3881 104 99 0.141 7.0 Ox 0 VIFx 40.1 160.0 st8 Entry h 2806 75 67 0.204 6.0 Ox 0 VIFx 23.3 115.0 St10 Great Room C 2231 103 120 0.140 7.0 Ox 0 VIFx 57.1 145.0 St6 Great Room-A C 2231 103 120 0.119 7.0 Ox 0 VIFx 62.9 175.0 St14 Great Room-B C 2231 103 120 0.124 7.0 Ox 0 VIFx 67.7 160.0 St13 Kitchen C 2066 47 111 0.227 6.0 Ox 0 VIFx 24.5 100.0 St9 Kitchen-A C 2066 47 111 0 0 Ox 0 VIFx 0 0 Laundry-A C 256 13 14 0.286 4.0 Ox 0 VIFx 13.7 85.0 St1 Master Bath h 6755 181 158 0.127 8.0 Ox 0 VIFx 63.3 160.0 St15 Master Bath 1 h 7394 198 179 0.132 9.0 Ox 0 VIFx 53.9 160.0 St8 Master Bedroom 1 h 6546 176 122 0.145 8.0 Ox 0 VIFx 50.2 145.0 St6 Master Bedroom 2 h 5376 144 104 0.121 8.0 Ox 0 VIFx 58.0 175.0 st14 Nook h 5176 139 122 0.276 7.0 Ox 0 VIFx 17.4 85.0 st2 Bold/italic values have been manually overridden ti wri htsoft 2016-Feb-0917:19:39 9 Comfort Builder by Wrightsoft 15.0.23 RSU23055 Page 1 �� ...ts\Carrier\Salvarov Mike Shetler Stoneridge.rup Calc=MJ8 House Front faces: E SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st8 Peak AVF 302 278 0.132 554 10.0 0 x 0 VinlFlx st7 st13 Peak AVF 349 344 0.119 445 12.0 0 x 0 VinlFlx st12 st14 Peak AVF 247 224 0.119 452 10.0 0 x 0 VinlFlx st13 st15 Peak AVF 276 246 0.127 506 10.0 0 x 0 VinlFlx st12 st12 Peak AVF 625 590 0.119 585 14.0 0 x 0 VinlFlx st11 st6 Peak AVF 278 242 0.140 510 10.0 0 x 0 VinlFlx st5 st7 Peak AVF 406 377 0.132 517 12.0 0 x 0 VinlFlx st5 st5 Peak AVF 684 619 0.132 490 16.0 0 x 0 VinlFlx st4 st1 Peak AVF 799 746 0.132 572 16.0 0 x 0 VinlFlx st3 Peak AVF 786 732 0.132 563 16.0 0 x 0 VinlFlx st1 st4 Peak AVF 696 632 0.132 499 16.0 0 x 0 VinlFlx st3 st2 Peak AVF 1071 1059 0.119 491 20.0 0 x 0 VinlFlx st9 Peak AVF 932 938 0.119 531 18.0 0 x 0 VinlFlx st2 st10 Peak AVF 886 827 0.119 501 18.0 0 x 0 VinlFlx st9 st11 Peak AVF 811 760 0.119 581 16.0 0 x 0 VinlFlx st10 st16 Peak AVF 185 170 0.138 531 8.0 0 x 0 VinlFlx st11 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 rb2 Ox 0 1004 986 63.5 0.138 568 18.0 Ox 0 VIFx rb1 Ox 0 913 931 73.6 0.119 527 18.0 Ox 0 VIFx wri htsoft 2016-Feb-0917:19:39 9 Comfort Builder by Wrightsoft 15.0.23 RSU23055 Page 2 �� ...ts\Carrier\Salvarov Mike Shetler Stoneridge.rup Calc=MJ8 House Front faces: E TWIN FALLS CANAL COMPANY POST OFFICE BOY.326 MAGIC TWIN FALLS, IDAHO 83303-0326 MAGIC VALLEY �l� VALLEY ll MEMO OF UNDERSTANDING APPLICANT: � QPJ/ �G/ V Q, I D ✓ ADDRESS: LEGAL DESCRIPTION SECTION: 1 TOWNSHIP: fD RANGE: rCo DESCRIPTION: d / /J Z'/ ' N� AIA-) The maps and records of the Twin Falls Canal Company have been reviewed and the following water distribution facilities an drainage facilities are shown as being located on the above described property. To the best of our knowledge the above are the only water distribution facilities and/or drainage facilities on the described property. If other water distribution facilities and/or drainage facilities exist on the above-described property, they shall be considered as being included in the listing. The rights-of-way for any water distribution facilities are to be accessible to employees and agents of the Twin Falls Canal Company at all times. Impediments and obstructions on the rights-of-way are prohibited. No change shall be made in the facilities of the Twin Falls Canal Company without the written approval of the Twin Falls Canal Company. No trees shall be planted or allowed to grow within fifty feet (50') of any underground drainage facilities. Existing facilities for conveying wastewater from adjacent property must be maintained by the applicant. TF Canal Co. rights of way for operating canals is a 50 foot strip fi-om the outer toe of the embankment on the main canals, 30 feet on the main laterals and a 16 foot w along the smaller laterals per each side. DATE: O�-S -ao/4 APPLICANT: BY: Twin Falls Canal Co 357 6th Ave. West Twin Falls 83301 Phone (208) 733-6731 Fax (208) 733-1958 www.tfcanal.com PERMIT-Subsurface Sewage Disposal South Central Public Health District 17 1020 Washington St N Permit#: 6364 Twin Falls ID 83301-3156 Date : 02/11/2016 PLlicHealth (208) 737-5900 Parcel#: RP082810030120 #Prevent.Promote.Protect_ Doc ID . Idaho Public Health Districts Applicant's Name: MIKE SHETLER HOMES Owners Name: USMANOVA, ELNARA Property Address: 1860 BROOK STONE DRIVE TWIN FALLS ID 83301 Legal Description: Township 10S Range 16E Section 01 Subdivision: STONE RIDGE Lot 12 Block 3 Size(aeres): 1.0 Type of Installation TYPe of System(check all that apply Water Supply ❑ Absorption Bed IN Gravelless Drainfield ❑ Pressurized DF IN New System ❑ Capping Fill ❑ Gray Water Sump Cl Recirculating GF IN Private ❑ Expansion ❑ Central System ❑ Gray Water System ❑ RV Dump Station ❑ Shared O Repair ❑ Composting Toilet ❑ Holding Tank ❑ Sand Mound ❑ Public ❑ Tank Only ❑ Drip Distribution ❑ Incinerator Toilet ❑ Seepage Pit ❑ ETPS ❑ Individual Lagoon ❑ Steep Slope Drainfield Water Source ❑ Experimental ❑ Intermittent SF ❑ Two Cell Lagoon IN Basic System ❑ Extra Drainrock ❑ Intrench SF ❑ Vault Privy 29 well ❑ Complex System ❑ Evapotranspiration ❑ LSAS ❑ Other(see below) ❑ Spring ❑ Gravel Drainfield ❑ Pit Privy Conditions of Approval: Inspection required before cover 48 Hours advanced notice required for inspection Maximum depth of excavation 2'8" ® Residential permit 5 Bedrooms Gallons Per Day ❑ Non-residential permit Gallons Per Day Soil Type: B-2 USDA The minimum septic tank capacity is: 1250 Gallons The minimum effective drainfield absorption area is: 778 Square Feet The drainfeld can be no closer to permanent/intermittent surface water than: 200 Feet Note: (Final approval of this permit requires inspection of the uncovered system.) All plans,specifications,and conditions contained in the approved permit application are hereby incorporated into,and are enforceable as part of the pen-nit. The permit will expire one(1)year from date of issuance. The permit may be renewed if the renewal is applied for on or before the expiration date. EI-IS P it Issued Signature S Z 2 1/ EHS Code Date Revision Date: 06/17/2010 PERMIT-Subsurface Sewage Disposal South Central Public Health District 1020 Washington St N Permit#: 6364 Twin Falls ID 83301-3156 Date : 02/11/2016 Public Health (208) 737-5900 Parcel# : RP082810030120 Prc,cnt. Pro—te. Protect. Doc ID# Idaho Public Health Districts Applicant's Name: MIKE SHETLER HOMES Owners Name: USMANOVA, ELNARA Property Address: 1860 BROOK STONE DRIVE TWIN FALLS ID 83301 Legal Description: 'township 10S Range 16E Section 01 Subdivision: STONE RIDGE Lot 12 Block 3 Size(acres): 1.0 Type of Installation T pe of System check all that ap ly) Water Supply ❑ Absorption Bed 0 Gravelless Drainfield ❑ Pressurized DF L9 New System ❑ Capping Fill ❑ Gray Water Sump ❑ Recirculating GF Pq Private ❑ Expansion ❑ Central System ❑ Gray Water System ❑ RV Dump Station ❑ Shared ❑ Repair ❑ Composting Toilet ❑ Holding Tank ❑ Sand Mound ❑ Public ❑ Tank Only ❑ Drip Distribution ❑ Incinerator Toilet ❑ Seepage Pit ❑ ETPS ❑ Individual Lagoon ❑ Steep Slope Drainfield Water Source ❑ Experimental ❑ Intermittent SF ❑ Two Cell Lagoon IN Basic System ❑ Extra Drainrock ❑ Intrench SF ❑ Vault Privy IN Well ❑ Complex System ❑ Evapotranspiration ❑ LSAS ❑ Other(see below) ❑ Spring ❑ Gravel Drainfield ❑ Pit Privy Conditions of Approval: Inspection required before cover 48 Hours advanced notice required for inspection Maximum depth of excavation 2'8" IN Residential permit 5 Bedrooms Gallons Per Day 0 Non-residential permit Gallons Per Day Soil Type: B-2 USDA The minimum septic tank capacity is: 1250 Gallons The minimum effective drainfield absorption area is: 778 Square Feet The drainfield can be no closer to permanent/intermittent surface water than: 200 Feet Note: (Final approval of this permit requites inspection of the uncovered system.) All plans,specifications, and conditions contained in the approved permit application are hereby incorporated into,and are enforceable as part of the permit. The permit will expire one(1)year from date of issuance. The permit may be renewed if the renewal is applied for on or before the expiration date. EHS P it Issued Signature S Z- 2 1l EHS Code Date Revision Date: 06/17/2010 212,_01. ez r------------------------ - NORTH ---------------------------- I F------------------- I i----------- I V i i REPLACEMENT FIELD ------------------- I I ml_o11 -————————— —1co -------------------� B ILDINCx I S TBAGK I � I I DRAIN FIELD I I 15'-01 UTILITY o I I ASEMEN 4 Q 1 a+ I — r crn y I I e r 1 I a s 20'-0" BUILDING SETBACK —— 1 I I> in I 1 0 F—1 I I ID N Q W6 IL � I I I w Q O DDI lu U! I I Sm -m o � � I I � omg v, I I I I I LU I I - Wa@ I ------------ov -------------------� - r� � m( 'low 19 4'-58" 5fROO< 6TONE IDFf VE CITY OF TM N FAU S F� 4V OA. 0 CF SERv1N�' Q� TWIN FALLS FIRE DEPARTMENT "FIRE DISTRICT CODE REVIEW APPLICATION" Date: 03/02/16 To: Mikeal Salvarav Re: Permit#16-0326 Contractor Name: Mike 5hetler J Contact Number: (208)731-5092 -� I have reviewed the plans to build a Single Family Dwelling I on the property located at 1747Stone Gate Drive [ ]The plans were reviewed as requested by the Twin Falls County Building Department.The Twin Falls Fire Department has approved this request as per section 1.2 of the Governmental Fire Services Agreement with the Twin Falls Rural Fire District. [ X I The plans have been reviewed as requested by the City of Twin Falls.The proposed development is within the impact area as defined by the City of Twin Falls.The building is located within the Twin Falls Fire District. 1) Fire Department Access(IFC Chapter 5) All access roads shall be of an approved all weather surface capable of withstanding the imposed load of fire apparatus weighing 75,000 pounds a� Road Width Approved [ X] Yes [ ] No Driveway Width Approved [ X] Yes [ ] No Driveway Length [Approved [ X] Yes [ J No aTurn-a-round Required [ ] Yes [ X] No Access to 150'e�. Required [ ] Yes [ X ] No Requirements: N/A 2) Premises Identification (IFC Section 505) a ] Required [X] Yes [ ] No [ ] NA I Requirements: 1 All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and be visible from both directions of travel along the road. Buildings shall have approved address numbers,or approved building Identification placed in a position that is plainly legible, visible from the street or frontage road fronting the property and of a contrasting color(IFC 505.1). Address size is based on distance from the street:up to 50 ft. is 4 in., 51 to 100 ft. is 6 in., 101 to 150 ft. is 8 in., 151 to 200 ft. is 10 in. and greater is 12 in., IFC 505.1.Approved county addressing signs are also permitted. 3) Key (Knox) Boxes (Section 506) I a- I rRecommended [ ] Yes [ ] No [ X ] NA [ ]� Requirements: N/A 4)Gates(Section 506) [a� Gate(s) [ ] Yes ( ] No [ X] NA b ] Siren Gate [ ] Yes [ X j No C ] I Knox Gate [ ] Yes [ X ) No Ld� I Pad Locks ( ] Yes [X ] No eK KNOX Pad Lock(s) [ ] Yes [X ] No Requirements: N/A 5) Fire Protection—Buildings within the City Impact Area or the TF Fire District exceeding 56,000 Cubic Feet The following are Rural Water Supply options for buildings exceeding 56,000 Cubic Feet. NFPA 1142 will be used to calculate water supplies for fire-fighting in rural areas in which adequate and reliable water supply systems do not exist. Sa. Building Location n Twin Falls Impact Area [X ] Yes [ J No b❑ Twin Falls County [ ] Yes [ ] No 5b.Total cubic feet under roof=47,480 Sc. Divide the building,utilizing a 2hr.fire wall wall(s)to decrease the area(s)under 56,000 cubic feet. Fa I [ ] Yes [ INo [ XINA] Fire Wall Location#1. N/A Fire Wall Location#2. N/A 5d. Install a residential fire sprinkler system a❑ [ ] Yes [ ] No [ X ] NA 2 b.. Sprinkler Contractor N/A 5e. Install a cistern with dry hydrant,the size of the tank is based on the total cubic feet,minimum tank size is 3,000 gallons. a❑ J[ ] Yes [ J No [ X ] NA Tank Location N/A 5f. Install a monitored Household Fire Detection System as per NFPA 72,Chapter 29. [ ] Yes [ ] No [ X] NA Plans submitted for review [ ] Yes ( X J No Date:00/00/00 Approved [ ] Yes [ ] No c.I Fire Alarm Contractor Name N/A The Fire Detection System shall include total building coverage except the attic areas. Heat detectors shall be installed in the mechanical Room(s)and garage areo(s). Plans shall be submitted the fire department for review. Additional Requirements or Comments: Following addressing as outline in section#2 6)The listed requirements shall be agreed upon prior to construction. I have reviewed and understand the listed requirements. Fire Detection and Sprinkler Systems shall be inspected/tested as required prior to building occupancy. Home Owner or Contractor Signature: Date: Permit Approved [ x ] Yes [ ] No Should you have questions,comments or need further assistance please contact me. Sincerely, Tim Lauda 21-665 Fire Marshal Twin Falls Fire Department 345 Second Ave. East Twin Falls, Idaho 83301 Bus. 208-735-7232 Email:tilauda«@tfid.orp 3 731 Lindsey Ln Kimberly,ID 83341 r , Squires Consulting PLLC 208gmail.868 'Si �' r ;5 1 Lamontsquires@mail.com February 9, 2016 Salvarov Residence Lot 14 Block 3 Stoneridge Twin Falls, Idaho To whom it may concern: I have provided engineering for the tall walls on the Salvarov Residence as attached. Calculations show that the following conditions shall be met: • All walls shall be sheathed with 7/16" O.S.B. and fastened to 2x6 stud framing. 2x6 studs shall be spaced at 16" centers, max. Fasten all panels with 1 %2"x 16 gauge staples at 6" centers at panel edges and 12" centers in fields. Wall panels need not be blocked. • All tall wall door and window jambs shall have (1) king stud continuous from the sill plate to the top plate and (1)trim stud. • No additional hold downs are required for tall walls. Sincerely, Lamont Squires, P.E. �Sg\0 NA(FN v 14048 l9 sT�Tf OF�oP� �' Nr s OL 1/30/16 Salvarov Residence Structural Calculations Tall Wall Loading: Roof Loading: Floor Loading Wall Loading dl:=15 psf dl f:=15 psf dlwall:=10 psf sl:=25 psf 11:=20 psf llf:=40 psf Wind Loading: 90MPH 3 sec gust. Exposure C h:=12 ft wall height h,„:=14.5 ft roof height w:=12.84 psf wall loading rise:=7 run:=12 roof slope hmean:=h+.5•h,=19.25 ft w,o:=6.84 psf roof load perpendicular to roof plane wr _wro,i rise s i=3.446 psf horizontal component of roof load l(rise 2 +run 2) ) Note: Wind controls by inspection Loading for typical wall studs: trib:= 53 ft=26.5 ft maximum roof trib on tall walls s:=16 in wall stud spacing 2 D:=dl•s•trib=5301bf L:=11•s•trib=706.667 lb f S:=sl•s•trib=883.333 lbf W:=w•s=17.12 plf 2x6Ca 16" OC OK. See attached calculations Loading for typical door and window jambs: width opening :=3 ft max opening tribopen'— opening =1.5 ft trib:=20 ft 2 D:=dl•tribopen•trib=450 1 bf S:=sl•tribopen•trib=750 1 b f L:=11•tribopen•trib=600 1 b f W:=w•tribopen=19.26 pl f (1) 2x6 king studs and ( ) 2x6 trim stud OK. See attached calcs. Loading for front door and window jambs: width opening :=5.66 ft max opening tribopen'— opening =2.83 ft trib:=20 ft 2 D:=dl•tribopen•trib=849 1 b f S:=sl•tribopen•trib=1415 1 bf L:=11•tribopen•trib=1132 lbf W:=w•tribopen=36.337 pl f (1) 2x6 king studs and (1) 2x6 trim stud OK. See attached calcs. Created with PTC Mathcad Express. See www.mathcad.com for more information. Salvarov Residence Structural Calculations Lateral Calculations x-direction: Assume flexible diaphragm and load is disbersed evenly to shear walls. Lateral loading for tall wall at great room: Use all walls at back of home to resist trib wind contributing to back of house 1:=6.5 ft+3.33 ft+7.5 ft+10 ft+7.8 ft+5 ft=40.13 ft Note: wall segments of tall wall ignored on back wall trib:= 24 ft =12 ft 2 Fdiaphragm'=trib•i 2•w+hr•wr�=1524.167 lbf unitshear:= Fdiaphragm —37.981 Plf thus tall wall segments not needed for lateral 1 resistance Lateral loading for tall wall at dinning room: Use interior walls to resist trib wind contributing to center portion 1:=12 ft+22 ft+18 ft+13 ft=65 ft trib:= 43 ft =21.5 ft 2 Fdiaphragm'—trib•i 2 •w+hr•wr/ =2730.799 lbf unitshear:= Fdiaphragm —42.012 Pl f l Unblocked 1/2" gyp board GF 60 plf. Therefore OK Tall wall overturning 1tall:=18 ft unitshear•l h=9.075 kip trib:-- 12.5 M , = t 26.25 ot'= tall' P'ft t ft f Mrt'— tall'0.6• (l h•dlwall tall'+l trib•dl) • 'tall =20.777 kip'ft 2 Fhd'= (Mat—Mt) =-650.102 lbf No hold down required 'tall Created with PTC Mathcad Express. See www.mathcad.com for more information. Salvarov Residence Structural Calculations Lateral loading for tall wall at entry and kitchen nook: Use interior walls to resist trib wind contributing to center portion 1:=20 ft+4 ft+4 ft=28 ft Note: wall segments of tall wall ignored on wall trib:= 32 ft+21 ft =26.5 ft 2 Fdiaphragm'—trib•(2 •w+hr•wr/ =3365.869 lbf unitshear:= Fdiaphragm =120.21 Plf thus tall wall segments not needed for lateral 1 resistance Unblocked 1 1/2" x 16 ga staple (a 6"OC GF 155 plf. Therefore OK Lateral loading for wall at .arage, east side: Use interior walls to resist trib wind contributing to center portion 1:=9.25 ft+9.25 ft=18.5 ft Note: no tall walls used Note: wall segments of tall wall ignored on back wall trib:= 32 ft =16 ft 2 Fdiaphragm'=trib•(2 •w+hr•wr/ =2032.223 lbf unitshear:= Fdiaphragm =109.85 plf thus tall wall segments not needed for lateral 1 resistance Unblocked 1 1/2" x 16 ga staple (c 6"OC GF 155 plf. Therefore OK Lateral Calculations y-direction: Assume flexible diaphragm and load is disbersed evenly to shear walls. Wall line with .garage doors 1:=(6+4.5+7.7+2.5+2.5+2.5)•ft=25.7 ft Note: no tall walls used trib:= 30 ft =15 ft 2 Fdiaphragm'—trib•(2 •w+hr•wr�=1905.209 lbf unitshear:= Fdiaphragm =74.133 plf 1 Unblocked 1 1/2" x 16 ga staple (a 6"OC GF 155 plf. Therefore OK Created with PTC Mathcad Express. See www.mathcad.com for more information. Salvarov Residence Structural Calculations Wall line with .arage back wall 1:=(9.75+4.5+4.5)•ft=18.75 ft trib:= 44 ft =22 ft 2 r'diaphragm:=trib•(2 •w+hr•wr/ =2794.306 lbf unitshear:= Fdiaphragm —149.03 plf l Unblocked 1 1/2" x 16 ga staple (a 6"OC GF 155 plf. Therefore OK Wall line with entry and nook 1:=(10+9.5+9.5+22)•ft=51 ft trib:= 40 ft =20 ft 2 r'diaphragm:=trib•(2 •w+hr•wr/ =2540.279 lbf unitshear:= Fdiaphragm —49.809 plf l Unblocked 1 1/2" x 16 ga staple (ab 6"OC GF 155 plf. Therefore OK Tall wall overturning 1tall:=10.5 ft Mat:=unitshear•halt•h=6.276 kip•ft trib:= 2 •ft=5.5 ft Mrt'= tall•0.6• (l h•dlwall tall•+l trib•dO • 'tall =6.698 kip-ft 2 Fhd:= (Mat—Mt) =-40.162 lbf none required 'tall Wall line on side of house with master: 1:=(5+12+8.7)•ft=25.7 ft Note: no tall walls used trib:= 26 ft =13 ft 2 r'diaphragm:=trib•(2 •w+hr•wr f�=1651.181 lb unitshear:= Fdiaphragm —64.248 plf l Unblocked 1 1/2" x 16 ga staple (c 6"OC GF 155 plf. Therefore OK Created with PTC Mathcad Express. See www.mathcad.com for more information. Title Block Line 1 Project Title: You can change this area Engineer. Project D using the"Settings"menu item Project Descr: and then using the'Printing& Title Block"selection. Title B1ockLme 6 Paced:5FEa2016,co:44PN IBC 2015 1609.6 Alternate All-Heights Wind F& C.\Uersva"on\c°°G`E1\sQLMZE-I\SALV`R 1\SALVR 1.>cc6 g II9F.RCALC,INC.1983-2016,B uild:6.16.1.28,ver.6.16.1.28 Description: -None-- Analytical Values ` Calculations per IBC 2015 1609.6 User verified these IBC 2015 All-Heights Wmd Athod Lunitations: Analytical Values... 1609.6.1(1): Total Height-75$with(Height/Least Width)<=4 Exposure Category,ASCE 7-10 Sect26.7.3 ExposureC -or- Fundamental frequency- 1 hertz 1VEan Roof Height 19.250 8 1609.6.1(2): Not sensitive to dynamic effects Topographic Factor per ASCE 7-10 Sec 26.8.2 1609.6.1(3): Site not affected by channeling/buffeting from upwind items Kl = 0.250 K2 = 1.0 10 = 1.0 1609.6.1(4): Simple diaphragm building per ASCE 7-05 Sec 26.2 Force KA to 1.0 per ASCE 7-10 26.8.2 Yes 1609.6.1(5): Aware ofASCE 7 provisions for open buildings,n uhispan gable Topographic Factor KA = (1+Kl W4$3)-2 = 1.000 roofs,stepped roofs,sawtooth roofs,domed roofs,roofs with V:Basic Vvind Speed 90.0 mph slopes>45 deg,solid free standing walls&signs. per ASCE 7-10 26.5.1 1609.6.4.1 : Aware ofneed to check torsion per ASCE 7 Fig.27.4-8 MWFRS Table per IBC 2015 1609.6.2, Section 1 Design Pressure P = 0.00256 V12 K C K z net A V«IDWARD WALLS&PARAPETS WALLS--------------- PARAPETS P&f------ Kz based on the 2015 1609.6.4.2 Item 1 Enclosed Partially Enclosed Height Kz +Internal -Internal +Internal -Internal Enclosed Partially Enclosed 0-15' 0.850 7.57 12.84 1.94 18.47 22.52 22.52 20' 0.900 8.01 13.60 2.05 19.56 23.85 23.85 25' 0.940 8.37 14.20 2.14 20.43 24.91 24.91 30' 0.980 8.72 14.81 2.23 21.30 25.97 25.97 40' 1.040 9.26 15.72 2.37 22.60 27.56 27.56 50' 1.090 9.70 16.47 2.48 23.69 28.88 28.88 60' 1.130 10.06 17.08 2.57 24.56 29.94 29.94 70' 1.170 10.41 17.68 2.66 25.43 31.00 31.00 80' 1.210 10.77 18.28 2.76 26.30 32.06 32.06 90, 1.240 11.04 18.74 2.82 26.95 32.86 32.86 100, 1.260 11.22 19.04 2.87 27.39 33.38 33.38 Enclosed Partially Enclosed LEEWARD&SIDEWALLS +Internal -Internal +Internal -Internal Kz based on IBC 2015 1609.6.4.2 Item 2 0.893 Leeward Wall -9.42 -3.88 -15.33 2.03 Side Wall -12.19 -6.47 -17.92 0.74 Parapet Wall:Leeward Both Directions -15.70 Both Directions -15.70 Title Block Line 1 Project Title: You can change this area Engineer. Project ID: using the"Settings"menu item Project Descr: and then using the'Printing& Title Block"selection. Title B1ockLme 6 Pranced:5FEa2016,co:44PN IBC 2015 1609.6 Alternate All-Heights Wind F& C:\Uersva"on\GOOG`E1\sQLMZE-I\SALV`R 1\SALVR 1.>cc6 g ENE.RCALC,INC.1983-2016,B u1d:6.16.1.28,Ver.6.16.1.28 Description: MWFRS per IBC 2015 Table 1609.6.2 Section 1 Kz per IBC 2015 1609.6.4.2 Item 2 = 0.893 Design Pressure P = 0.00256 V^2 K n K et zt WIND PERPENDICULAR TO RIDGE ps f Enclosed Partially Enclosed +Internal -Intemal +Internal -Intemal Leeward Roof or Flat Roof -12.19 -6.47 -6.84 -0.74 Windward Roof Slopes Slope<2:12 (10 deg) Condition 1 -20.14 -14.60 -26.05 -8.68 Condition 2 -5.17 0.37 -11.08 6.28 Slope<4:12 (18 deg) Condition 1 -13.49 -7.76 -19.21 -2.03 Condition 2 -0.92 4.62 -6.84 10.53 Slope<5:12 (23 deg) Condition 1 -10.72 -5.17 -16.63 0.74 Condition 2 0.55 6.28 -5.36 12.01 Slope<6:12 (27 deg) Condition 1 -8.68 -2.96 -14.41 2.77 Condition 2 1.11 6.84 4.62 12.56 Slope<7:12 (30 deg) Condition 1 -6.84 -1.11 -12.56 4.80 Condition 2 1.29 6.84 4.62 12.75 Slope<9:12 (37 deg) Condition 1 4.99 0.74 -10.72 6.47 Condition 2 2.59 8.13 -3.33 14.04 Slope<12:12 (45 deg) 2.59 8.13 -3.33 14.04 VOND PARALLEL TO RIDGE All slopes including Flat Roofs -20.14 -14.60 -26.05 -8.68 Roof&Overhang Components &Cladding per IBC 2015 Table 1609.6.2, Section 2&3 Design Pressure P = 0.00256 V12 K n K et zt Description Continuity Item Type ESA 2 Enclosed Partially $2 Enclosed No Discontinuity Gable, Slope<6:12 10.00 0.893 +: 0.00 0.00 -, 0.00 0.00 Wall&Parapet Components&Cladding per IBC 2015 Table 1609.6.2, Section 4&5 Design Pressure P = 0.00256 V^2 K C K z net zt Kz Description Continuity Item Type �Leve]oveGroand E f[ Enclosed Partially ,ft A 2 Enclosed No Discontinuity Wall Elements,h<=60 ft 25 10.00 0.94 +: 19.46 25.68 -: -21.21 -27.24 Title Block Line 1 Project Title: You can change this area Engineer. Project ID using the"Settings"menu item Project Descr: and then using the'Printing& Title Block"selection. Title B1ockLme 6 raced:5FEB2016,ro:57rN Wood Column File=C:\usersvarnon\coocl�lvsQvlxt-lvsALVAR l\satvax 1.EC6 ENERCALC,INC.1983-2016,Bwld:6.16.1.28,Ver.6.16.1.28 1.�� Description: Typ Wall stud Code References Calculations per 2012 NDS, IBC 2012, CBC 2013,ASCE 7-10 Load Combinations Used : IBC 2015 General Information AnalysisN>thud: Allowable Stress Design Wood Section Name 2x6 End Fixities Top& Bottom Pinned WoodGrading4vimuf Graded Lumber Overall Column Height 12.0 ft Wood Ngmber Type Sawn (Used for non-slender calculations) Exact Width Allow Stress Nxification Factors Wood Species Douglas Fir-Larch (North) 1.50 in Wood Grade No. 1/No. 2 Exact Depth 5.50 in CforCbforBending 1.30 Area 8.250 in^2 CforCvforCompression 1.10 Fb-Tension 850psi Fv 180 psi ix 20.797 in^4 Cf or Cv for Tension 1.30 Fb-Compr 850 psi Ft 500 psi ly 1.547 in^4 Cm:Wet use Factor 1.0 Fc-Pill 1400 psi Density 30.58 pcf Ct:Temperature Factor 1.0 Fc-Perp 625 psi Cln:Flat Use Factor 1.0 E:Nbdulus ofElasticity... x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 M)S 15.3.2 Basic 1600 1600 1600 ksi Use Cr:Repetitive? Yes(non-glb only) Nitrimarn 580 580 Brace condition for deflection(buckling)along columns: XX(width)axis: Fully braced against buckling alongXXAxis Y-Y(depth)axis: Fully braced against buckling along Y-YAxis Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self Aright included:21.024 lbs *Dead Load Factor AXLALLOADS... Axial Load at 12.0 ft,D=0.530,Lr=0.7070,S=0.8830 k BENDING LOADS... Lat.Uniform Load creating Nk x,W=0.0180 k/11 DESIGN SUNMARY Bending&Shear Check Results PASS Nhx Axial+Bending Stress Ratio = 0.2446: 1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+0.60W+H Top along Y-Y 0.1080 k Bottom along Y-Y 0.1080 k GovemingM)SFonurfla Comp+Mxx, NDS Eq. 3.9-3 Top alongXX 0.0 k Bottom alongXX 0.0 k location ofmax.above base 5.960 ft Nhximum SERVICE Load Lateral Deflections... At maximum location values are... Along Y-Y 0.2551 in at 6.040 ft above base Applied Axial 0.5510 k Applied Nc 0.1944 k-$ for load combination:Wy Applied Nly 0.0 k4t AlongXX 0.0 in at 0.0 ft above base Fc:Allowable 1,540.0 psi for load combination:n/a Other Factors used to calculate allowable stresses... PASS Nhximum Shear Stress Ratio= 0.04364: 1 Bendine Compression Tension Load Combination +D+0.60W+11 Location ofmax.above base 12.0 ft Applied Design Shear 11.782 psi Allowable Shear 180.0 psi Load Combination Results NhximumAxial+Bending Stress Ratios Nhximum Shear Ratios Load Combination C D C p Stress Ratio Status Location Stress Ratio Status Location +D+H 1.000 1.000 0.04337 PASS 0.0 ft 0.0 PASS 12.0 ft +D+L+H 1.000 1.000 0.04337 PASS 0.0 ft 0.0 PASS 12.0 if +D+Lr+H 1.000 1.000 0.09902 PASS 0.0 ft 0.0 PASS 12.0 ft +D+S+H 1.000 1.000 0.1129 PASS 0.0 ft 0.0 PASS 12.0$ +D+0.750Lr+-0.750L+H 1.000 1.000 0.08511 PASS 0.011 0.0 PASS 12.0 ft +D+0.750L+0.750S+H 1.000 1.000 0.09550 PASS 0.0 ft 0.0 PASS 12.0 ft +D+0.60W+H 1.000 1.000 0.2446 PASS 5.96011 0.04364 PASS 12.0 ft +D+0.70E+H 1.000 1.000 0.04337 PASS 0.0 ft 0.0 PASS 12.0 ft +D+0.750Lr+-0.750L+0.450W]-H 1.000 1.000 0.1893 PASS 6.04011 0.03273 PASS 12.0 ft Title Block Line 1 Project Title: You can change this area Engineer. Project D using the"Settings"menu item Project Descr: and then using the'Printing& Title Block"selection. Title B1ockLme 6 Paced:5FEB2016,r0:57PN Wood Column Fde=C:\useisvaxmn\GoocLE-1\SQLMZE I\SALVAR 1\sALVAx l.EC6 ENERCALC,INC.1983-2016,B u1d:6.16.1.28,Ver.6.16.1.28 Description: Typ Wall stud Load Combination Results Nk)d um Axial+BendinizStressRatios Nh)dn=ShearRatios Load Combination C D C P Stress Ratio Status Location Stress Ratio Status Location +D+0.750L+0.750S+0.450W+H 1.000 1.000 0.1912 PASS 6.040 ft 0.03273 PASS 12.0 ft +D+0.750L+0.750S+0.5250E+H 1.000 1.000 0.09550 PASS 0.0 ft 0.0 PASS 12.0 ft +0.60D+0.60W+0.60H 1.000 1.000 0.2434 PASS 5.960 ft 0.04364 PASS 12.0 ft +0.60D+0.70E+0.60H 1.000 1.000 0.02602 PASS 0.0 ft 0.0 PASS 12.0 ft k ximum Reactions Note:Only non-zero reactions are listed. XXAxis Reaction Y-YAxis Reaction Axial Reaction Load Combination @Base @TOP @Base @TOP @Base +D+H k k 0.551 k +D+L+H k k 0.551 k +D+Lr+H k k 1.258 k +D+S+H k k 1.434 k +D+0.7501r+0.750L+H k k 1.081 k +D+0.750L+0.750S+H k k 1.213 k +D+0.60W+H k 0.065 0.065 k 0.551 k +D+0.70E+H k k 0.551 k +D+0.7501r+0.750L+0.450W+H k 0.049 0.049 k 1.081 k +D+0.750L+0.750S+0.450W+H k 0.049 0.049 k 1.213 k +D+0.750L+0.750S+0.5250E+H k k 1.213 k +0.60D+0.60VW0.60H k 0.065 0.065 k 0.331 k +0.60D+0.70E+0.60H k k 0.331 k D Only k k 0.551 k Lr Only k k 0.707 k LOnly k k k S Only k k 0.883 k W Only k 0.108 0.108 k k E Only k k k H Only k k k Nhximurn Deflections for Load Combinations Load Combination IVkx.XXDeflection Distance 1y13x.Y-YDeflection Distance +D+H 0.0000 in 0.000 It 0.000 in 0.000 fl +D+-L+H 0.0000 in 0.000$ 0.000 in 0.000$ +D+1r+H 0.0000 in 0.000 fl 0.000 in 0.000 it +D+S+H 0.0000 in 0.000 ft 0.000 in 0.000 fl +D+0.7501r+0.750L+H 0.0000 in 0.000$ 0.000 in 0.000 R +D+0.750L+0.750S+H 0.0000 in 0.000 ft 0.000 in 0.000 1t +D+0.60W+H 0.0000 in 0.000 fl 0.153 in 6.040 fl +D+0.70E+H 0.0000 in 0.000 It 0.000 in 0.000$ +D+0.7501r+0.750L+0.450W+H 0.0000 in 0.000 fl 0.115 in 6.040 ft +D+0.750L+0.750S+0.450W+H 0.0000 in 0.000 ft 0.115 in 6.040 fl +D+0.750L+0.750S+0.5250E+H 0.0000 in 0.000 fl 0.000 in 0.000 fl +0.60D+0.60W+0.60H 0.0000 in 0.000 ft 0.153 in 6.040 fl +0.60D+0.70E+0.60H 0.0000 in 0.000 fl 0.000 in 0.000 fl D Only 0.0000 in 0.000 ft 0.000 in 0.000 fl Ir Only 0.0000 in 0.000 fl 0.000 in 0.00011 LOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft S Only 0.0000 in 0.000 fl 0.000 in 0.000 fl WOnly 0.0000 in 0.000 ft 0.255 in 6.040 fl E Only 0.0000 in 0.000 fl 0.000 in 0.000 fl HOnly 0.0000 in 0.000 ft 0.000 in 0.000 fl Title Block Line 1 Project Title: You can change this area Engineer. Project D using the"Settings"menu item Project Descr: and then using the'Printing& Title Block"selection. Title B1ockLme 6 Paced:5FEa2016,10:57PN Wood Column Fde=C:�Uersvaxmn\000GLE-l\SQLMZE I\SALVAR 1\sALVAR 1.EC6 ENERCALC,INC.1983-2016,B uild:6.16.1.28,Ver.6.16.1.28 I.�� Description: Typ Wall stud Sketches Y MmLoads cOac IX u� O " N_ I I L 2x6 L 0.02k 1.50 in Loads are total entered value.Arrows do not reflect absolute direction. Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr and then using the'Printing& Title Block"selection. Title Block Line 6 Printed:8 FM 2016,9:29,W Wood Column File=C.\Uerslquues\UTbox�CONS-1\02-CLF--I\SEETIFr1\SALVAR 2\SALVAR t.EC6 ENERCALC,INC.1983-2016,Buikt-6.16.1.27,Ver.6.16.1.27 KW-06009556 Licensee:The Amalgamated Sugar Co. LLC, Description: King stud with full gravity load. Note-l trim stud OKby inspection Code References Calculations per 2012 NDS, IBC 2012, CBC 2013,ASCE 7-10 Load Combinations Used : IBC 2015 General Information Analysis Whod: Allowable Stress Design Wood Section Name 2x6 End Fixities Top& Bottom Pinned WoodCuadingNtnuf Graded Lumber Overall Column Height 12.0 It Wood Nbrnber Type Sawn (Used for non-slender calculations) Exact Wxlth Allow Stress Nbdification Factors Wood Species Douglas Fir-Larch (North) 1.50 in Wood Grade No. 1/No. 2 ExactIkptii 5.50 in CforCb�rBending 1.30 Fb-Tension 850.0 si Fv 180.0 psi Area 8.250 in^2 CforCb for Compression 1.10 p p )x 20.797 in^4 Cfor Cv for Tension 1.30 Fb-Compr 850.0 psi Ft 500.0 psi Iy 1.547 in"4 Cm:Wet Use Factor 1.0 Fc-Prll 1,400.0 psi Density 30.580 pcf Ct:Temperature Factor 1.0 Fc-Perp 625.0 psi Cfu:Flat Use Factor 1.0 E:NbdukisofElasticity... xxBendmg y-yBending Axial Kf:Built-up cohurms 1.0 rID6 15.3.2 Basic 1,600.0 1,600.0 1,600.0 ksi Use Cr:Repetitive? No(non-glb only) Nfilnnum 580.0 580.0 Brace condition for deflection(buckling)along columns: XX(width)axis: Fully braced against buckling along XXA-ds Y-Y(depth)axis: Fullybraced againstbuckling along Y-YA�s Applied Loads Service loads entered.Load Factors will be applied for calculations. Column selfweight included:21.024 lbs *Dead Load Factor AXIAL LOADS... Axial Load at 12.0 fl D=0.450,Lr=0.60,S=0.750 k BENIDII`K1 LOADS... Lat.Uniform Load creating Nix-x,W=0.01930 k/11 DESIGN SUMMARY Bending& Shear Check Results PASS Nhx Axial+Bending Stress Ratio = 0.3007: 1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+0.60W+H Top along Y-Y 0.1158 k Bottom along Y-Y 0.1 158 k GovemingNDSFonunla Comp+ Mxx, NDS Eq. 3.9-3 Top alongXX 0.0 k Bottom alongXX 0.0 k location ofmaxabove base 5.960 8 Nhximum SERVICE Load Lateral Deflections... Al maximum location values are... Along Y-Y 0.2735 in at 6.040 8 above base Applied Axial 0.4710 k far bad combination:W Only Applied Nk 0.2084 k 8 Applied Nly 0.0 k 8 Along XX 0.0 in at 0.0 it above base Fc:Allowable 1,540.0 psi for load combination:n/a Other Factors used to calculate allowable stresses... PASS Nhximum Shear Stress Ratio= 0.04679: 1 Bendine Compression Tension Load Combination +D+0.60W+11 Location ofmaxabove base 12.0 It Applied Design Shear 12.633 psi Allowable Shear 180.0 psi Load Combination Results L NUxurnunAxial+Bending Stress Ratios NLxirrnu tShearRatios Load Combination C D C p Stress Ratio Status Location Stress Ratio Status Location +D+H 1.000 1.000 0.03707 PASS 0.0 fl 0.0 PASS 12.0$ +D+L+H 1.000 1.000 0.03707 PASS 0.0 fi 0.0 PASS 12.0 It +D+Lr+H 1.000 1.000 0.08430 PASS 0.0 fl 0.0 PASS 12.0$ +D+S+H 1.000 1.000 0.09611 PASS 0.0 fi 0.0 PASS 12.0 It +D+0.750Lr+0.750L+H 1.000 1.000 0.07249 PASS 0.0 fi 0.0 PASS 12.0$ +D+0.750L+0.750S+H 1.000 1.000 0.08135 PASS 0.0 fi 0.0 PASS 12.0 It +D+0.60W+H 1.000 1.000 0.3007 PASS 5.960 fl 0.04679 PASS 12.0$ +D+0.70E+H 1.000 1.000 0.03707 PASS 0.0 fi 0.0 PASS 12.0 It +Di-0.750Lr+0.750L+0.450W+H 1.000 1.000 0.2297 PASS 5.960 fi 0.03509 PASS 12.0 ft Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr and then using the'Printing& Title Block"selection Title Block Line 6 Printed:8 FM 2016,9:29,W Wood Column File=C.\Uerslquues\UTbox�CONS-1\02-CLF--I\SEETIFr1\SALVAR 2\SALVAR 1.EC6 ENERCALC,INC.1983-2016,&uik:6.16.1.27,Ver.6.16.1.27 KW-06009556 Licensee:The Amalgamated Sugar Co. LLC, Description: King stud with full gravity load. Note-1 rerun stud OKby inspection Load Combination Results WitnrnAxial+Bending Stress Ratios Nkximum Shear Ratios Load Combination C D C p Stress Ratio Status Location Stress Ratio Status Location +D+0.750L+0.750S+0.450W+H 1.000 1.000 0.2311 PASS 5.960 ft 0.03509 PASS 12.0 ft +D+0.750L+0.750S+0.5250E+H 1.000 1.000 0.08135 PASS 0.0 ft 0.0 PASS 12.0 ff +0.60D+0.60W+0.60H 1.000 1.000 0.2998 PASS 5.960 ft 0.04679 PASS 12.0 ft +0.60D+0.70E+0.60H 1.000 1.000 0.02224 PASS 0.0 It 0.0 PASS 12.0 ff Nhximum Reactions Note:Only non-zero reactions are listed. XXAds Reaction Y-YAlos Reaction A&IReaction Load Combination @Base @Top @Base @Top @Base +D+H k k 0.471 k +D+L+H k k 0.471 k +D+Ir+H k k 1.071 k +D+S+H k k 1.221 k +D+0.750Ir+0.750L+H k k 0.921 k +D+0.750L+0.750S+H k k 1.034 k +D+0.60W+H k 0.069 0.069 k 0.471 k +D+0.70E+H k k 0.471 k +D+0.750Lr+0.750L+0.450W+H k 0.052 0.052 k 0.921 k +D+0.750L+0.750S+0.450W+H k 0.052 0.052 k 1.034 k +D+0.750L+0.750S+0.5250E+H k k 1.034 k +0.60D+0.60W+0.60H k 0.069 0.069 k 0.283 k +0.60D+0.70E+0.60H k k 0.283 k D Only k k 0.471 k Lr Only k k 0.600 k LOnly k k k S Only k k 0.750 k W Only k 0.116 0.116 k k E Only k k k H Only k k k Nhximum Deflections for Load Combinations Load Combination Nhx,XXDeflection Distance Nhx Y-YDAection Distance +D+H 0.0000 in 0.000 fl 0.000 in 0.000 fl +D+L+H 0.0000 in 0.000 fl 0.000 in 0.000 tt +D+Lr+H 0.0000 in 0.000 ff 0.000 in 0.000 fl +D+S+H 0.0000 in 0.000 fl 0.000 in 0.000 ft +D+0.750Lr+0.750L+H 0.0000 in 0.000 ff 0.000 in 0.000 fl +D+0.750L+0.750S+H 0.0000 in 0.000 fl 0.000 in 0.000 fl +D+0.60W+H 0.0000 in 0.000 fl 0.164 in 6.040 fl +D+0.70E+H 0.0000 in 0.000 fl 0.000 in 0.000 fl +D+0.750Lr+-0.750L+0.450W+H 0.0000 in 0.000 fl 0.123 in 6.040 it +D+0.750L+0.750S+0.450W+H 0.0000 in 0.000 fl 0.123 in 6.040 fl +D+0.750L+0.750S+0.5250E+H 0.0000 in 0.000 fl 0.000 in 0.000 fl +0.60D+0.60W+0.60H 0.0000 in 0.000 fl 0.164 in 6.040 fl +0.60D+0.70E+0.60H 0.0000 in 0.000 fl 0.000 in 0.000 ff D Only 0.0000 in 0.000 fl 0.000 in 0.000 fl Ir Only 0.0000 in 0.000 fl 0.000 in 0.000 fl LOnly 0.0000 in 0.000 fl 0.000 in 0.000 fl S Only 0.0000 in 0.000 fl 0.000 in 0.000 fl W Only 0.0000 in 0.000 fl 0.274 in 6.04011 E Only 0.0000 in 0.000 fl 0.000 in 0.000 fl HOnly 0.0000 in 0.000 ff 0.000 in 0.000 fl Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr and then using the'Printing& Title Block"selection Title Block Line 6 Printed:8 FM 2016,9:29,W Wood Column File=C:�Uersv��s�>pX�CONS-lw2-C1I1\s1E�1\Sa1.VAR 2\sntV�1.EC6 IINERCALC,INC.1983-2016,&uik:6.16.1.27,Ver.6.16.1.27 KW-06009556 Licensee The Amalgamated Sugar Co. LLC, Description: Kmg stud with full gravity load. Note-1 trim stud OKby inspection Sketches Y M8%Loads p 1X in O N I I t .� 2 2x6 0.02k 1.50 in Loads are total entered value.Arrows do not reflect absolute direction. Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr and then using the'Printing& Title Block"selection. Title Block Line 6 Printed:8 FM2016,9s0,uu Wood Column File=C.\Uerslquues\UTbox�CONS-1\02-CLF--I\SEETIFr1\SALVAR 2\SALVAR l.EC6 ENERCALC,INC.1983-2016,Buikt-6.16.1.27,Ver.6.16.1.27 KW-06009556 Licensee:The Amalgamated Sugar Co. LLC, Description: Entry Kiirig stud with full gravity load. Note-1 trim stud OKby inspection Code References Calculations per 2012 NDS, IBC 2012, CBC 2013,ASCE 7-10 Load Combinations Used : IBC 2015 General Information Analysis Whod: Allowable Stress Design Wood Section Name 2x6 End Fixities Top& Bottom Pinned Wood GradirigNbraif Graded Lumber Overall Column Height 12.0 It Wood Nbrrber Type Sawn (Used for non-slender calculations) Exact Wxlth Allow Stress Nbdification Factors Wood Species Douglas Fir-Larch (North) 1.50 in Wood Grade No. 1/No. 2 ExactIkptii 5.50 in CforCb�rBending 1.30 Fb-Tension 850.0 si Fv 180.0 psi Area 8.250 in^2 CforCb for Compression 1.10 p p )x 20.797 in^4 Cfor Cv for Tension 1.30 Fb-Compr 850.0 psi Ft 500.0 psi ly 1.547 in"4 Cm:Wet Use Factor 1.0 Fc-Prll 1,400.0 psi Density 30.580 pcf Ct:Temperature Factor 1.0 Fc-Perp 625.0 psi Cfu:Flat Use Factor 1.0 E:NbdukisofElasticity... xxBendmg y-yBending Axial Kf:Built-up columns 1.0 rID6 15.3.2 Basic 1,600.0 1,600.0 1,600.0 ksi Use Cr:Repetitive? No(non-glb only) Nfilnnum 580.0 580.0 Brace condition for deflection(buckling)along columns: XX(width)axis: Fully braced against buckling along XXAxis Y-Y(depth)axis: Fullybraced againstbuckling along Y-YA�s Applied Loads Service loads entered.Load Factors will be applied for calculations. Column selfweight included:21.024 lbs *Dead Load Factor AXIAL LOADS... Axial Load at 12.0$,D=0.8490,Lr=1.132,S=1.415 k BENIDII`K1 LOADS... Lat.Uniform Load creating Nix-x,W=0.03630 k/ft DESIGN SUMMARY Bending& Shear Check Results PASS Nbx Axial+Bending Stress Ratio = 0.5676: 1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+0.60W+H Top along Y-Y 0.2178 k Bottom along Y-Y 0.2178 k GovemingNDSFonunla Comp+ Mxx, NDS Eq. 3.9-3 Top alongXX 0.0 k Bottom alongXX 0.0 k location ofmaxabove base 5.960 8 Nlaximum SERVICE Load Lateral Deflections... Al maximum location values are... Along Y-Y 0.5145 in at 6.040 8 above base Applied Axial 0.870 k far bad combination:W Only Applied Nk 0.3920 k 8 Applied n 0.0 k 8 Along XX 0.0 in at 0.0 it above base Fc:Allowable 1,540.0 psi for bad combination:n/a Other Factors used to calculate allowable stresses... PASS Nhximum Shear Stress Ratio= 0.0880: 1 Bendine Compression Tension Load Combination +D+0.60W+11 Location ofmaxabove base 12.0 It Applied Design Shear 23.760 psi Allowable Shear 180.0 psi Load Combination Results L NLximumAxial+Bending Stress Ratios NLxitrnun Shear Ratios Load Combination C D C p Stress Ratio Status Location Stress Ratio Status Location +D+H 1.000 1.000 0.06848 PASS 0.0 fl 0.0 PASS 12.0$ +D+L+H 1.000 1.000 0.06848 PASS 0.0 fi 0.0 PASS 12.0 It +D+Lr+H 1.000 1.000 0.1576 PASS 0.0 fl 0.0 PASS 12.0$ +D+S+H 1.000 1.000 0.1799 PASS 0.0 fi 0.0 PASS 12.0 It +D+0.750Lr+0.750L+H 1.000 1.000 0.1353 PASS 0.0 fi 0.0 PASS 12.0$ +D+0.750L+0.750S+H 1.000 1.000 0.1520 PASS 0.0 fi 0.0 PASS 12.0 It +D+0.60W+H 1.000 1.000 0.5676 PASS 5.960 fl 0.0880 PASS 12.0$ +D+0.70E+H 1.000 1.000 0.06848 PASS 0.0 fi 0.0 PASS 12.0 It +D+0.750Lr+0.750L+0.450W+H 1.000 1.000 0.4405 PASS 5.960 fi 0.0660 PASS 12.0 ft Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr and then using the'Printing& Title Block"selection Title Block Line 6 Printed:8 FM2016,9s0,W Wood Column File=C.\Uerslquues\UTbox�CONS-1\02-CLF--I\SEETIFr1\SALVAR 2\SALVAR l.EC6 ENERCALC,INC.1983-2016,&uik:6.16.1.27,Ver.6.16.1.27 KW-06009556 Licensee:The Amalgamated Sugar Co. LLC, Description: Entry King stud with full gravity load. Note-1 trim stud OKby inspection Load Combination Results WinumAxial+Bending Stress Ratios Nhximum Shear Ratios Load Combination C D C p Stress Ratio Status Location Stress Ratio Status Location +D+0.750L+0.750S+0.450W+H 1.000 1.000 0.4453 PASS 5.960 ft 0.0660 PASS 12.0 ft +D+0.750L+0.750S+0.5250E+H 1.000 1.000 0.1520 PASS 0.0 ft 0.0 PASS 12.0 ff +0.60D+0.60W+0.60H 1.000 1.000 0.5646 PASS 5.960 ft 0.0880 PASS 12.0 ft +0.60D+0.70E+0.60H 1.000 1.000 0.04109 PASS 0.0 It 0.0 PASS 12.0 ff Nhximum Reactions Note:Only non-zero reactions are listed. XXAxis Reaction Y-YAlos Reaction A&IReaction Load Combination @Base @TOP @Base @TOP @Base +D+H k k 0.870 k +D+L+H k k 0.870 k +D+Ir+H k k 2.002 k +D+S+H k k 2.285 k +D+0.750Ir+0.750L+H k k 1.719 k +D+0.750L+0.750S+H k k 1.931 k +D+0.60W+H k 0.131 0.131 k 0.870 k +D+0.70E+H k k 0.870 k +D+0.750Lr+0.750L+0.450W+H k 0.098 0.098 k 1.719 k +D+0.750L+0.750S+0.450W+H k 0.098 0.098 k 1.931 k +D+0.750L+0.750S+0.5250E+H k k 1.931 k +0.60D+0.60W+0.60H k 0.131 0.131 k 0.522 k +0.60D+0.70E+0.60H k k 0.522 k D Only k k 0.870 k Lr Only k k 1.132 k LOnly k k k S Only k k 1.415 k W Only k 0.218 0.218 k k E Only k k k H Only k k k Nhximum Deflections for Load Combinations Load Combination Nhx,XXDeflection Distance Nhx Y-YDeflection Distance +D+H 0.0000 in 0.000 fl 0.000 in 0.000 fl +D+L+H 0.0000 in 0.000 fl 0.000 in 0.000 tt +D+Lr+H 0.0000 in 0.000 ff 0.000 in 0.000 fl +D+S+H 0.0000 in 0.000 fl 0.000 in 0.000 ft +D+0.7501r+0.750L+H 0.0000 in 0.000 ff 0.000 in 0.000 fl +D+0.750L+0.750S+H 0.0000 in 0.000 fl 0.000 in 0.000 fl +D+0.60W+H 0.0000 in 0.000 fl 0.309 in 6.040 fl +D+0.70E+H 0.0000 in 0.000 fl 0.000 in 0.000 fl +D+0.750Lr+-0.750L+0.450W+H 0.0000 in 0.000 fl 0.232 in 6.040 fl +D+0.750L+0.750S+0.450W+H 0.0000 in 0.000 fl 0.232 in 6.040 ft +D+0.750L+0.750S+0.5250E+H 0.0000 in 0.000$ 0.000 in 0.000 fl +0.60D+0.60W+0.60H 0.0000 in 0.000 fl 0.309 in 6.040 ft +0.60D+0.70E+0.60H 0.0000 in 0.000 fl 0.000 in 0.000 ff D Only 0.0000 in 0.000 fl 0.000 in 0.000 ft Ir Only 0.0000 in 0.000 fl 0.000 in 0.000$ LOnly 0.0000 in 0.000 fl 0.000 in 0.000 ft S Only 0.0000 in 0.000 fl 0.000 in 0.000$ W Only 0.0000 in 0.000 fl 0.514 in 6.04011 E Only 0.0000 in 0.000 fl 0.000 in 0.000 fl HOnly 0.0000 in 0.000 ff 0.000 in 0.000 fl Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr and then using the'Printing& Title Block"selection Title Block Line 6 Printed:8 FM2016,9s0Au Wood Column File=C.\Uerslquues\UTbox�CONS-1\02-CLF--I\SEETIFr1\SALVAR 2\SALVAR l.EC6 ENERCALC,INC.1983-2016,&uik:6.16.1.27,Ver.6.16.1.27 KW-06009556 Licensee The Amalgamated Sugar Co. LLC, Description: Entry King stud with full gravity load. Note-1 trim stud OKby inspection Sketches Y i Loads c Loa 1X u O N I I .0 2 2x6 U 0.04k 1.so In Loads are total entered value.Arrows do not reflect absolute direction. 2-71'-9 1, DO NOT DRAIN STORM WATER ONTO ADJACENT LOTS IRV Z 30' MIN. m _ -- I I F— - ---- - - - ---- -- ------- - � --- - - - - ---- - - - ---- -- ------ - - I SUI ZONE —REPLACEMENT FIELD- - _ NO GRIDco # I USE BEST MANAGEMENT PRACTICE DRAIN FIELD TO RETAIN 0_F3_OF STORM U) WATER ON PROPERTY o 35% IMPERVIOUS SLOPE GRADE = I z Ir z AWAY FROM FND. _ 0 v O 6"IN 10'MIN. — I z Q 0Q CD -�� 0 -111 \ g1 � 7 . I OO 1� 1� 1� O z �a / \ I o UJ ¢ 0O ' 0o \ OW LU MIN,-O r MIN � I � � I N a a Q \ ° o w m > � YZm LU I II U � NNZ W 9 w p � } N EI—E /ATION 4T m FF 15" I I I DI� VE STRING LINES TO BE )� PROVIDED OVER LH a PROPERTY PINS AT TIME I �e E OF INSPECTION I — ° rc = m 30 MIN. LL o om ----- ------ - - - — — — — — ��/AT I ON 4T _ � �9 _ — 5 OL1D J RFACE DIVEW Y C 5 _ y ' Building Plans have _—— — �— R FROM ED OF � r _ _ ° been reviewed and approved —T= — — ' � ROAD TO HOUSE l3T1 - �_ 7 - All Construction Subject to PAGE Field Inspection Page#: 30 of 35 12"CULVERT 1747 5 T ON G;A T E:)fR VIE a&E E3E,5T MANAGEMENT PRACT 1 CE Date: 3/4/16 PER HWY DIST. TO RETAIN 100% OF STORM WATER ON PROPERTI' VAPOR REDARDER HAVING PE-ORMANCE RATING OF w OR LESS V'GYP BD TYP FINISH 9TUGC0 AND 910ING OVER T/Ib'OSS r-------------------------------------------------------------------------------1 WRAPED 46$HEAR WALL MIN.R-20tr "' ''T$G OSB FLOORING 2X6•1x6 P.T.800"STRAP b'X 24'CONCRETE FOUNDATION WALL 4 REBAR VERT.4'O.C. IN I!4 REBAR2WCP.�T. ATEALL s 16'OG. MINSULATE TO R51MP50N STRAPS 2 0" S ID LO KIN EXCAVATI Q II I i XI.'•4 BARS CONTINUOUS IN b'xlb'FOOTING (1)CO•4 BARS -7f�4 VI60UEEN (TMPl IN 8'XIb'FOOTING IN CRAWL9PACE YP' iI_�II II II TYP FOUNDATION FOOTING DETAIL _n INSULATED FLOOR v SCALE 1/2' F a 30" CLEAR v V-4 50LID ELOOKING CRAWL SPACE J A 4 �kkd 4'= 3' 27014 1 L ��J MIN. I I - 3'-2 I'S0.ID I LO I ING n SIM ON STRt� 0 — a I _ � — _ I I - 1I I I I I � l 0 SIM ON 5TRli \ \ 2 -42' L B G G 0 - 50 ID OG ING 30' 30 m I I - I m nily -6'S0L B OG NG -v' o l ra — _� o- m l .� W o Q O Q 2 Q Z 3'-2- '1 W W L — — W 'o o u IL 0 -- — LL _ I I � a � ° ui -ry --- - - - - - - - - - - - - - - � a � m N N N r J SIMPSON STRAP 9 0 U O Z f�U ro Q 11Lu I I L I oom ° _� � II � mLU uj FOUNDATION NOTES: 1/2'DRYWALL Z 51MPSON STRAP Z B I. VERIFY BOTH GARAGE DOOR BLOCKOUT SIZE W/ 9. PROVIDE(2)"4 BARS CONTINUOUS IN FOUNDATION WALL 2x4 STUDS s 16'o.c. MANUFACTURER/SUPPLIER. AND FOOTINGS. R-13 INSULATION 1/1&"0.5$.SHEATHING p W 2. PROVIDE EXPANSION JOINTS IN ALL FLATWORK 10. VERTICAL•4 BARS w 4'-0'O.G.AS SHOWN IN FOUNDATION VAPOR BARRRIER Z AS NECESSARY. WALL. STUCCO _j > Q 3: 3, COORDINATE EXACT LOCATION OF SIDEWALKS It. INTERIOR PARTITION WALLS 2X4 a 16"O.G.W/1i2"GYP BD 2X4 P.T.SILL PLATE IV 0 lt JE WITH OWNER. BOTH SIDES. W 12'DIA ANCHOR BOLT 4'O.G. I U _ 4. ALL FOUNDATION WALLS 6"THICK W/(2)"4 BARS 12. CERAMIC TILE,HARDWOOD,CARPET AND LINOLEUM SPACED EQUALLY,RUNNING CONT.FOOTINGS ARE SUBFLOORING MAT'L PER FLOOR FINISH CONTRACTOR 4'CONCRETE PLR •o 8"XI6"W/(2)•4 CONT.BARS. AND OWNER SPECIFICATIONS. - - III —IIIIII—III—I - III= 6'X 24'CONCRETE FOUNDATION WALL 5. GARAGE FLOOR AND TERRACE SHALL BE 4"CONCRETE 13. COORDINATE ALL INTERIOR AND EXTERIOR FINISH QUALITY, - W.,�- Ir-I •4 REBAR VERT.4'O.G. OVER 4"COMPACT GRAVEL OVER UNDISTURBED EARTH. MATERIALS AND COLORS W/OWNER. ABOVE COMPACTED GRAVEL URMED EARTHL Y IL •.II 2-"4 REBAR VERT.4'O.C. PtaGE" 29'-O' 6. PROVIDE CONTINUOUS CRAWLSPACE VAPOR BARRIER 14. DESIGNER ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OF 6 MIL vISQUEEN. INTERGRITY,VERIFY ALL 5TRUCTUUAL SPECIFICATIONS W/ III II • • (- MANUFACTURER,TRUSS VENDOR OR ENGINEER (T� SXI6 FOOTING 1. ALL FOUNDATION WALLS SHALL BE MIN.3,0000/5Q IN IL II IIh,III 2-"4 REBAR HORZ. COMPRESSIVE STRENGTH 9 25 DAYS.ANY PORCHES, - F I5. ANY NAILS THAT PENITRATE CONCRETE OR P.T. -I' PARKING SLABS,STEPS AND GARAGE FLOOR SLABS LUMBER TO BE HOT DIPPED GALVINIZED OR EQUAL SHALL BE MIN.3,500•/SQ IN COMPRESSIVE STRENGTH I � 2 o 25 DAYS. I6. FOUNATION VENTING I scgft/150 sclft OF CRAWL SPACE WITH G,4FP-4GLCC FOOTING DET,A�L J VAPOR BARIOR MAX 36'FROM EACH CORNER ry 8. lie"OXIO"A.B.6 4'0'O.G.MAX.EACH SECTION OF SILL SCALE 12'= I' WEEP PLATE MUST HAVE MIN.(2)ANCHOR BOLTS.MAX.DISTANCE FOUNATION VENTING I sclft/1500 scift OF CRAWL SPACE WITH 2SII"IPSON STRAP — — — — — — — — — — — — — — — J FROM END OF ANY SILL PLATE SECTION TO ANCHOR BOLT VAPOR BARIOR MAX 36'FROM EACH CORNER OF SHALL 12". —————— — —————————2-I'X II�'LVL————————— — ———————————————————————— 4_9. 2 IS'-5j rsENERAL NOTES s 1. ,, I, II'-6• CHECK BEAM WITH ' 1 2'-52 2'-32 2'-6' I3'-0' 2'-112 CONTINUOUS 2-1j'X Ili'LVL TRUSS MFR. II o� 3m50 x II I. COORDINATE KITCHEN DESIGN AND LAYOUT WITH OWNER. 2640 3016 1 I 9 W-52 16'-0' r 6'-r 4`52' - 2. WINDOWS MARKED AS EGRESS SHALL MEET REQUIREMENTS OF 0 3050 THE 2012 IRC. 3016 —— 890E a r--------- — 3'-10' 4'-0' 5'-2' 5'-2' 4'-0' 4'-32 2�_6. 1m'-e2 2-92 '_02' 5`02 3.SMOKE DETECTORS AS LOCATED SHALL SOUND AN AUDIBLE s uoFe s II ALARM IN ALL SLEEPING AREAS PER 2012 IRC \ - AND HARD WIRED WITH BATTERY BACKUP 4.BATH AND RANGE HOOD FANS INDICATED SHALL VENT TO OUTSIDE AND MEET ALL REQUIREMENTS OF THE 2012 IRC. 1 � \ � \ AND BE SMOOTH PIPING WITH MIN 51a CFM. 3050 CASE 3050 FIX 305m FIX 3050 CASE /3050 GggSE 305m CASE 2030 1 O, 3016 3016 3016 3016 3016 5 - 3016 5.VENT DRYER EXHAUST TO DUCT IN WALL AND VENT OUTSIDE 4040 BEARING � --— E\ 26� - 6,PROVIDE SHELF AND ROD IN ALL CLOSETS AS INDICATED. m TEMP I MASTER SUITE I 3m16 \ SLOPE 1 / Tyr L. ---------------- � 1,ALL WINDOW AND EXTERIOR DOOR HEADERS ARE ( F� g` 1 mcEluNG sLOPe1 ------------ I MASTER SUITE 2 1 2665 DOUBLE 2 X UD'S OR EQUIVELANT. �/ TREY cLG ul POCKET \ �I h� a,THE UPC REQUIRES A CRAWL SPACE ACCESS WITHIN 20 FEET OF ALL UNDER FLOOR CLEANOUTS II'cEIUNG `T 1 - 9. 5/5"TYP X SHE A CEILING BETWEEN ALL 77/777/77 �/ �\ THE ISPC REQUIRES A CRAWL p� m GARAGE AND Bonus0NU5 AREAA LIVING sPAces. n / \ SPACE ACCESS 4040 m 306a UL I WITHIN20FT.OFALL --� TEMP a LISTED' 1 UNDERFLOOR CLEANOUTS j // "�� \ m cEIUNG Sm 999E IO'CEILING G — ' �� S 10' EI J5D CLING 0 O e ivi 5'-10, t, p e n GS mlv j GREAT ROOM _ COFFER 10'_2• 9'_q• W CEILING A �p FRING p e r m 4 3, 2 2 a s2 3-02 IIm 30 s cas z C/S la m 2 m a s 64m " J 2-2x8 MIN. x 990E 9 1�a 1 DINING ROOEll M IO 13'GE LEINRC. CMD ` — L-----------------------J BEARING 'fr BEDROOM 5 e O L 12'CEILING IT'CEILING 10'GEILWG CEILING 3050 CASE / 3050 CASE BEARING 2 q2 q Im / e CEILING BEARING m SD O 899E 2666 a mLm F ° H a TE EMP ' 10 \ 7 1480 1480 O 41110 mn •F�' 3050 CASE 899Z N ro� m o 4 BEDROOM 3 iA spa m L- 4'-6' 4'-6' 2 XF> S V 9'CEILING T B m O II m X KITCHEN 1 e -', 99mr 14'-02' w BEARING Q F I2.CEILING OVERED PORCH 9 7 V LAUN Ys4 PLATE HEIGHT N 0Z V CEILING m yl z'_12! 2.621• v � n/ N IOL 1 _ m I cEI 999z BEDROOM 4 w w FUPoJ 2-IJ'X e�'LVL W O Q U LL 4050 7-2- 471 NOOK ARCH w WN 0• p \ / 20 MIN.SELF a b CLOSING DOOR °' LLH C 4 _ \ / LABELED 9 6'-m' 6'-m' z W w /X\ z62m ARcu i620 ARCN4 620 ARcu Lu Lu w O / \ 1 FIRECAULK ALL Z m O } 0 // \\ PENETRATIONS 0 0 N -4 U x / \ A/A Xmil II II-44 m - z ��i 1� _xvMc \\-------- LEC3EN® ms CE EGRESS WINDOW SYMBOL Q Wro a z D \ / - 9 w�v o p \ / LSD SMOKE DETECTOR z �m w \ / W \\ i X SEE ENGINEERING FOR JGMD CARBON MONOXIDE DETECTOR 0 ADDITIONAL INFORMATION a VENTILATION FAN rvI x / \ I / \ 1 / \ = ENERGY NOTE: / \ 1 FOR ENERGY GOI"IPLIANGE USE PRESCRIPTIVE METHODS: / \I CONDITIONED CRAUUL SPACE INSULATE UUALL TO R-19 2650 FIX 2650 FIX R-13 IN BASEMENT UJALLS FIRST FLOOR LIVING AREA 34io9 egft 2610 ARCH 2610 ARCH R-20 MIN IN WALLS GARAGE AREA e48 soft R-3& IN CEILING COVERED PATIO 1 AREA (030 salft Ir-m• ,'-m• 1v-m• 35 I"IIN LOUD-E UJINDODUS COVERED PATIO 2 AREA 253 soft HEET 29'-m' R-30 IN FLOORS IF VENTED CRAWL SPACE COVERED PORCH AREA 05 soft OF 2S'-O" 7 WALL HEIGHT LEDGED 4'-0' 121-10, 4'-0 2'-48' 2--2- 4.-0. 14'-62" 4'-1' ALL HEIGLJ5 ABOVE FIRST FLOOR FINI5L4E:) L4EIC-;L4T 800-STRAP 80 D-STRAP 9'-1 1/0" WALL.4 S'-O' P.S'-V — "A -- El � 11 1� �7 Ef 3050 3050 10'-I 1/8" WALL --------- ------ Imo\ ��Tl=1.62''I� I J'LVI b-1 CS-Fr Ca-PI: 7—————— —————7/ 2'-1 1/a" WALL V (2) R. P.12'-0' 30SO CASE 3050 FIX 3050 FIX 3050 c AS �oro cAer 3050 CASE H 20 92 301r, -1 Pir 3016 306, 3016 14'-1 1/0' WALL 4040 BEARING ——————— ————— SL—E 3016 ------------------------- 405.CAPE 3.1,0 FIX 0 12668 2&&a POCKET SLOPE II'CEILING SLOPE 4040 a' 899E CEILING r 11 4 — la•CEILING BEARING II II .p 305 CASE ————————————— I L L to SIMPSON STRA 990S M 0 0 13 CEILING L------————————————— ———v Z BEARING 0 M—-T- L————————————— ITCEII-11,15 CEILII,IG 3050 CASE I2'CEILING 30EZ CASE al-B, S'CE11-11,IG BEARING ENGINEERED BY OTHERS "DEZ BEARING 2&06 17 1 1460 1460 41110 3050 CASE z % 9'CEILING ib ❑ 14--0j- Z KITCHEN I o BEARING V cealNG w w w 7 7 _J LI] A sliz w �D VOEILING CS-FF 4'-0' 4--0- w n w ;e5e I: > ARCH 5IMP50N STRAP NOO< 0 fla -.0 w -i ul 12 CEILING PT 7 M A A () w J) 0 9009 I&DO CASE 1150 CASE Ll- F- x LU 2e,20 ARCH 2620 ARCH 2 W Q J W z (LY" 0 of �/ --'� /I () �- X//I q 0 1 61' 1 ——————— 14'-V cs-pp: p ENGINEERED Y OTHERS ry x SIMPSON STRAP 04 �Q TABLE R602.10,5 AA MIN LENGTH OF BRACED WALL PANELS Lu PROVIDE 2X4 PANEL EDGE SEE ENGINEERING FOR METHOD ADJACENT CEAR M,"4ELrE,Tr"''l,E,,E" W N -I- , ,N, CONTRIBUTING BLOCKING-ALL DESIGNATED SEE TABLE MING 71L z WALL HEIGHT LENGTH WoEfIGHT(INCHES) BRACED WALL PANEL LOCATIONS ADDITIONAL INFORMATION 2,10A (INCHES) MIN. U: N (ALL SWEETS MUST BE 12'�'MIN. IMET s21.— I�E�ll—T 11—T w AND PLACED TOP OF WALL) -64 24 11 11 -L a 1 9 be 2& 21 33 3S. LL 6' w x -72 21 0 33 36 TABLE R&02.1030) w 302S 0 > BRACING REQUIREMENTS BASED ON WIND SPEED 16 30 33 36 1 121 'z D (3 (EXPOSURE CATEGORY B) SO A 32 30 30 33 36 9.9 54 BE, 32 32 33 36 IV 0 z x 66 36 a5 33 3a 36 BASIC EBRA-ED MIN.TOTAL LENGTH 132 43 31 35 3E, 36 fv n 0 WIND STORY WALL LINE (FEET)OF BRACED Q 'Y' 48 41 3a 36 36 SPEED LOCATION SPACING WALL PANELS REQV 100 - 44 40 35 35 ACTUAL (MPH) (FEET) C5-w5l- 104 49 43 40 YS METHOD METHODS CS-SrB �08 F,4 4e, 43 41 G5 c:s-wsp,CS-G 12 50 4E, 43 Ce-PF Irl 55 48 45 PAGE METHOD MATERIAL MINIMUM CONNECTION CRITERIA 120 601 E21 46 10 3'5 2z 124 - re 51 125 61 54 NI 6-W, WOOD$T�D�RAL PANEL COMMON 12S'.0,131.6-SPACING 30 �J.El 5.0 CS-PF BOGIES)AND AT IT SPACING(NT!E�EOIATE SUPPORTS) 132 66 58 40 125 & &2 2r,10 ARC STAPLE(I gjj��3-SPACING EDGES) 50 5-5 1.5 136 - SO ;u 140 66 AIJD AT 6 (INTER SUPPORTS) 0 E PER SECTION SE FIGURE R&O2.1O.S4 60 I&S 1 13.0 144 10 3.5 16 IS 20 22 24 ACTUAL A ASI SON STRAP 20 13.0 6.5 GYP,ED, 7 (3)C6-GB GYPEll BOARD PANEL —L$IAND 5CREW6 -0-O.G.O.C,EDGE$AND FIELD 0 5'EP 50 C5- 24 21 30 33 3C, ACTUAL SPACING AT PANEL EDGES INCLUDING TOP AD BOTTOM rl PLATES FOR ALL BRACED WALL PANEL LOCATIONS 40 24,0 12.0 D L SIDE ACTUAL FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE,SEE 50 4,5 45� 40 45 53 55 3 GE, IRO TABLE-02,35 60 35.O 110 SINGLE SIDE =0.5 X ACTUAL I 7iL�J- 4 II 4 q p 0 0 -- - - -- - 71q s op / 9'-9- O '2 _ EARIN sL I o ' I SLOPE sLoP O ' \ / \ SLOPE SLO DD- II'CEI V I I I OPE \ B - I I I I I _ Ij IN --- ' I I I \ BEARI I I I \ J I I 13'-6• BEARING II I II ARI BEARING I I I I I I � I � � 23-I0 ESQ em 51, x S BEARI (= W N Z 0 � 2 LL —= 11411 Lil W > m 0 w -j p U 111 J � \ ' ASPHALT SHINGLES W/=I5 FELT O W Z O u X 12-m T/16 O.S.B.SHEATHING ~ p / \ Z.TRUSSES-24'O.G. Q O j W � 1L R-38 INSULATION EAVE VENT BAFFLE I— O m Q F / \ I CERTIFICATION STAMP U i N -4 U /— \� I5'-I� ON EACH iRU55 2 x 6 TOP PLATE ALUM FASCIA AND SOFFIT 2-I/2 GONT ALM SOFFIT VENT II I/2"DRYWALL III II 114 2.6 STUDS®16'O.C. 1LJI-J4 \ / R-10 INSULATION \ / W,4LL I4EIGI41T LEDGE T/16'O.S$.SHEATHING \\ // ALL HEIGs J5 ABOVE FIRST FLOOR FINISHED HEIGL4T SIDING Z p ZN \ , T` f= EAVE DETAIL LL o Wg \ / ❑ 9'-I I/8" WALL SCALE 1/2' =I' LL Z �m VIV h'D'-I I/S" WALL R R �r / \ OOF FRAMING l In ING NOTES: / \ 12'-I 1/8" WALL I. TRUSS ENGINEERING DESIGN DRAWING TO BE SUPPLIED ® / \ BY VENDOR. // \\ 2. COORDINATE EXACT LOCATION OF ATTIC ACCESS WITH \ AVAILABLE HEADROOM IN ATTIC ABOVE HATCH. PROVIDE 14'-1 1/S° WALL / MIN.30"HEADROOM ABOVE HATCH PER 2012 IRC. 3, THIS PLAN FOR REFERENCE ONLY.TRUSS DESIGN BY OTHERS, 4,16'OVERHANG TYP. 5.TRUSSES TO BE DE5IGNED TO 30"Tr-LIVE LOAD T" TC DEAD LOAD 10-BC DEAD LOAD AND SO MPH WIND. MEET,. C,V12 PITCH = 9 1/4"HEEL U,O.N OF ix LIE] 4'. 4. 4. 4. mu ---------------- ------ FRONT ELEVATION F-------------- =---------------- ------------------------ ------- ----------=-=- -------- RE4R ELEVATION ui > ju- Lu H] w > -A u 1 w1) Lu w -j 7 M -j (3 LLI Lu a 'D ------ Mb LEFT SIDE ELEVATION Ltj z z LL- III 3: IV ry C) WN - ----- -- ------ - NA� 0 2 MEET RIGHT SIDE ELEvATELEVATIONS � OF