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HomeMy WebLinkAbout15-0358 412 Arrowhead Path New House MJ's & Plans �1 Load Short Form Job: lot 19 block 12 canyon tr... Date: Feb 15,2015 Entire House By: Project Information For: nelson 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 Model 350AAV024060 Cond 538ANRO18000 AHRI ref 2009792 Coil CAPVP2417ACA AHRI ref 1085457 Efficiency 93.1 AFUE Efficiency 11.5 EER, 14 SEER Heating input 60000 Btuh Sensible cooling 12180 Btuh Heating output 56000 Btuh Latent cooling 5220 Btuh Temperature rise 88 °F Total cooling 17400 Btuh Actual air flow 580 cfm Actual air flow 580 cfm Air flow factor 0.018 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 CIg AVF (fe) (Btuh) (Btuh) (cfm) (cfm) Room7 1459 19283 4764 351 307 master bath 100 2719 744 49 48 closet 70 363 101 7 7 master bed 169 3059 839 56 54 bed 1 150 2685 1322 49 85 closet 1 40 286 80 5 5 laundry 40 286 80 5 5 bath 1 80 259 72 5 5 bed 2 132 2959 991 54 64 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. ti WI'1 f1tSO�l 2015-Feb-15 17:29:44 9 Comfort Builder by Wrightsoft 13.0.09 RSU14047 Page e 1 ACCA Project2.rup Calc=MJ7 Front Door faces: N Entire House d 2240 31898 8994 580 580 Other equip loads 6534 1980 Equip. @ 1.00 RSM 10974 Latent cooling 0 TOTALS 1 2240 1 38432 1 10974 1 580 1 580 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. WI'1 htsoft 2015-Feb-151T29:44 t 9 Comfort Builder by Wrightsoft 13.0.09 RSU14047 Page e 2 ,CD', Project2.rup Calc=MJ7 Front Door faces: N 1 l Pro ect Summa Job: lot 19 block 12 canyon tr... 1 � � Date: Feb 15,2015 I Entire House By: Project Information For: nelson 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 31898 Btuh Structure 8994 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (90 cfm) 6534 Btuh Central vent (90 cfm) 1980 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 38432 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 10974 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 0 Btuh Ducts 0 Btuh Heating Cooling Central vent(90 cfm) 0 Btuh Area (ft2) 2240 2240 Equipment latent load 0 Btuh Volume (ft3) 17920 17920 Air changes/hour 0.70 0.40 Equipment total load 10974 Btuh Equiv. AVF (cfm) 209 119 Req. total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Bryant Make Bryant Trade Bryant, Plus 90 Trade Model 350AAV024060 Cond 538ANRO18000 AHRI ref 2009792 Coil CAPVP2417ACA AHRI ref 1085457 Efficiency 93.1 AFUE Efficiency 11.5 EER, 14 SEER Heating input 60000 Btuh Sensible cooling 12180 Btuh Heating output 56000 Btuh Latent cooling 5220 Btuh Temperature rise 88 °F Total cooling 17400 Btuh Actual air flow 580 cfm Actual air flow 580 cfm Air flow factor 0.018 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 Bold/Italic values Dave been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. i W I'1 ht5Oft 2015-Feb-15 17:29:46 9 Comfort Builder by Wrightsoft 13.0.09 RSU14047 Page 1 ��` Project2.rup Calc=MR Front Door faces: N Residential Plans _ Review Form RIPER 1 / CC '1 SystemDesign (Loads, Equipment, 15 Mar 09 Ar 'nlrrgc;.irxrrt.ld: rra 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 • .D CALCULATION (IRC M14013) Design Conditions Building ConstructionInfotmation Winter Design Conditions Building Outdoor temperature: 2 °F Orientation: Front Door faces North Indoor temperature: 68 aF North,East,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 38432 Btuh Number of bedrooms: 1 Conditioned floor area: 2240 ft' Summer Design Conditions Number of occupants: 0 Outdoor temperature. 95 °F Indoor temperature: 75 °F Windows R Grains difference: 0 gr/Ib @ 50% RH Eave overhang depth: 0 ft Sensible heat gain: 10974 Btuh Internal shade: none E, r Latent heat gain: 0 Btuh Blinds,drapes,etc. orpu, 4vin o. Total heat gain: 10974 Btuh Number of skylights: 0 HVAC EQUIPMENT • • 1 Heating EquipmentData Cooling Equipment Data Blower-Data EVgment type: Gas furnace Equipment type: Split AC Heating cfm: 580 u ace,Hea pump,Boller,etc. Ir condltio er,Heat pump,etc. Cooling cfm: 580 Model: Bryant Model: Bryant Static pressure: 0 in H2O 350AAV024060+ 538ANR018000+CAPVP2417ACA desig rated eztemal static pressure for design airflow Heating output capa city. �(�pp Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at Anter design ou o r conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION •1 Design airflow: 580 cfm Longest supply duct: 224 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): 224 ft Available static pressure(ASP): 0 in H2O Friction rate: A in/100ft Branch duct: Sheet metal Friction Rate=ASP+(TEL x 1 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 *Home qualifies for MJ1AE Form based on Abridged Edition Checklist + wrightsoft Comfort Builder by Wrightsoft 13.0.09 RSU14047 N First floor 49 cfm 56 cfm maste bath mas er bed 117 cfrr 7 c frT- closet 117 cfrr 21 580 cfrr 5 cfrr bed 1 b h 1 Roo 7 5 cfrr 5 cfrr mech closet 1 laundrl(��: Lrr 117 rr b d2 64 cfm Job #: lot 19 block 12 canyon trails Scale: 1 : 72 Performed for: Page 2 nelson homes Comfort Builder by Wrightsoft 13.0.09 RSU14047 2015-Feb-15 17:30:21 Project2.rup / Duct System Summary Job: lot 19 block 12 canyon tr... Date: Feb 15,2015 Entire House By: Project I • • For: nelson 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 580 cfm 580 cfm Total effective length (TEL) 224 ft SupplyDetail 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 Room7 h 1588 117 102 0 0 OX 0 ShMt 38.0 160.0 stl Room7-A h 1588 117 102 0 0 OX 0 ShMt 52.0 140.0 stl Room7-B h 1588 117 102 0 0 OX 0 ShMt 50.1 170.0 stl bath 1 c 72 5 5 0 0 OX 0 ShMt 27.0 175.0 stl bed 1 c 1322 49 85 0 0 OX 0 ShMt 12.1 140.0 SO bed 2 C 991 54 64 0 0 OX 0 ShMt 65.1 150.0 SO closet c 101 7 7 0 0 OX 0 ShMt 23.2 185.0 stl closet 1 C 80 5 5 0 0 OX 0 ShMt 22.1 185.0 stl laundry C 80 5 5 0 0 OX 0 ShMt 29.1 185.0 stl master bath h 744 49 48 0 0 OX 0 ShMt 30.1 185.0 stl master bed h 839 56 54 0 0 OX 0 ShMt 39.0 185.0 stl 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 580 580 0 0 0 0 x 0 ShtMetl wri htsoft 2015-Feb-151729:46 „ 9 Comfort Builder by Wrightsoft 13.0.09 RSU14047 Page 1 ACCP. Project2.rup Calc=MJ7 Front Door faces: N 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 0 580 580 0 0 0 0 Ox 0 ShMt t Wr fltSOft 2015-Feb-1517:29:46 l 9 Comfort Builder by Wrightsoft 13.0.09 RSU14047 Page 2 ACCP, Project2.rup Calc=MV Front Door faces: N CONTRACTOR TO VERIFY ALL DIMENSIONS AND MATERIAL FOR PRO,ECT KANNER CREEK HOME DESIGN O m IS NOT LIABLE FOR ANY DISCREPANCY i., o LL PATH WINDOW SIZES OR DIMENSIONAL ERRORS ANY CHANGES TO PLAN NEED TO BE VERIFIED — z PATH KANNER CREEK HOME DESIGN. KANNER CREEK W HOME DESIGN IS NOT AN ENGINEERING FIRM AND TAKES NO JU mJU o ol RESPONSIBILITY FOR REAM SIZES AND LOADS ¢ � Q 110' 55' 055' P ol mIll 11'-1 43'-11 6" 48'—Q' 6>�—" phone# 208.358.3421 71HIII). JANAK ZERO LOT LINEVV o �`TOWNHOUSE ! 20' BA K YARD �� SE BEST JyJ�1NAGEMENT PRACTICE TRETBA K J p I ETAIN— C.F.OF STORM WATE N PROPERTY. �ArOX5 Cn I SIDE 1 ; o LO LIVING AREA 1585 SQ. FT. SIDE ONE a.— — — — — — — — — — — — F71� z l 1 I GARAGE AREA 548 SQ. FT. SIDE ONE Q ! h(o�e Yb�au�a,E� .t. COVERED PORCH 102 SQ. FT. SIDE ONE °�° r �'h 10`,uix. o /� ,�5 Q�� m SIDE 2 ( l�( cwn ���� `� /I 7 ¢ o LIVING AREA SO. FT. SIDE TWO �t G Y J " GARAGE AREA 56'7 SQ. FT. SIDE TWO �o� CC) f'h ° � COVERED PORCH 35 SQ. FT. SIDE TWO I Q > W LEGAL DESCRIPTION: O o I W PLOT PLAN J SCALE 1" 10'-0" LOT 19 BLOCK 12 cri ,SA��� CANYON TRAILS SUBD. #5 W ` �o ' °`"'� - TWIN FALLS, IDAHO � ' �,� ��� �CHIC I 11 t��. a I F.F.E.TO BE ,J,`// IQ--- - ^ 15'ABOYE i z o u I 'T 1t OF CU /yy I I YO Pa r6-e I( I ENERGY COMPLIANCE ! .- PERSCRIPTIVE APPROACH R-38 ATTIC ! I R-20 EXTERIOR WALLS) ! (.35 LO—E WINDOWS) � �^ /IIDDNOT �W IY'^t�rnAlf WATI IN ONTO N GENERAL NOTES: 20' SE BACKnI 1. ALL WORK TO MEET OR EXCEED 20012—IRC & ALL STATE & LOCAL ,�— .10'-88" CODES AND ORDINANCES. 2 TIILITIESCINOFIE D PRIOR R TO ETOLL A`— ARROWHEAD PATH CONSTRUCTION DRAFTSMAN: LEROY HARCOURT 02IMI Building Plans Have .. . been reviewed and approved ....�. AID-;Onstructlon Subject To Field Inspection Psge�of—(,•� DaW I rF ---- ------------------------ I i ! i Ic5- IS z< ® m S B ® ff%a H phone# 208.358.3421 I ----------------------------------------------------, i i i i i i j i i H i i i i ! - - - - - - - - - ---- l i i i i t i i I j 0 04 L N I I ! O , XI8' Y � PIER O ¢ J I I i cONG PERBELOW RM Z r z Z 4 I I r Xx x x j !L — -- — — J-1— — -- — — -- — — -- — — — — — — — — -- — — — — I r ! I ! I I m b •h I I ! I I ! ! I a,• � ----------------------------------........... - - - - - i -- - - -- - i I j I I I r �j��[STEEL POST EMBEDDED C. I ! ! I ! I I ! I I I I I I I j I I I I i I b i L- j -----------'--------- �--•—•—•---------- I I I I ! ! I I I I I ! DROP STEM WALL & POUR SLAB 0/ TOP AT j ! L. ! I DOOR OPENINGS L._._._._._._._._._._.—.------- .--- ._._._._._._._.J I I _ I i I DROP STEM WALL & l a i POUR SLAB O/ TOP AT I DOOR OPENINGS— ............... . j O DRAFTSMAN: LEROY HARCOURT 2S-O' 1Y-OP 23'-O' 12'-O' 9'-O' 3'-O' P.T. �'`o''�• FOUNDATION PLAN ANY FASTENERS THAT PENETRATE CONCRETE OR PRESSURE TREATED LUMBER TO BE HOT-DIPPED GALVANIZED 2 SCALE 1/4 =1 -0 FASTENERS OR EQUAL 8 ... 23'-8• 9'-0' cl 6'-16• 3'-0' 13'�I--W Q 5'-Y�f-r'-a• 6'-9'�f W-11• 2'-9'j' 3'-q Y-9t 4'-O� 3'-q 3'-8' T-9' T-1' S-7" 5'-7' 7-7j O a 0--0 ® ® � ®NA M M 0 DAD -GX3-0 3- -D S~ (—RE) phone# 208.358.3421 fR �' h MASTER SUITE O I ___ 13x1— 2'8 3-0X5-o Sl 3 x5-0 SH 3-0x5-0 SH 3-0X5-0 SH 4- 2-8' 'T � 5-OX6-a&MM I •, J Q - N DINING a 1 2-6 p 3-EX5-0 SH 3-OX5-0 SH z BEDROOM 3 ! ! Mo E 5 1D'sx15's FAMILY ROOM I MASTER SUITE # q o 13'7X14'7 11'3X1— 4�7 15'2X20'10 .. m Q L. U.L LISTED GAS F.P.r.-.-.-._. ". cV On — 2-6 2-8 •� Y J O S h NOTICE 4U ¢ U BEDROOM #3 O The UPC uiresacraw spat sums OJ ~ J n m J ,(� �Trfa 20 f t of all uncle oor "$'r Z Q 1' S Y 00 O LL 3'-3• 6'-9' 1' •� (2)1-3/4X 1/2 LVL 13'6x10'S U.�1ls cAs F.P. S z zQ z a •" -a 2-8 2-8 2-6 1-6 O U F- 5 O X X X X FAMILY ROOM T � 60X33 50 i 2'-6• S 1 6'7�• 3'-3• 2'-8•T1s/SIiOWFR —— .� 13'x21' a z-6 \ \ 2-6 a 2-8 i g S ! _ ' " -'CJ 1 •� AR 00 (2)1-3/4X-1/2 LNL FE ° ! L- A �( 3-0 MIL 20 MINUTE 2-0 �\ FIRE RATED SELF CLOSING DOOR '; __._ ._._.J I ............... S \ ' f b - a G FIRE YDED SELFD,E r FIRE RATED SELF 1 3-0• CLOSING DOOR V" \ S lo•' }O 4•-6" •5._4. 5-8• I -- 30 iR r GARAGE BEDROOM #2 5-0DINING o b 4 23 X2�4 �_OX5_0 11 x1T 15'2X20'10 ai N b GARAGE 23'X25' ' a-6X5-o 5H BEDROOM #2 3-OX•rE SH 11'6X12' b i 3- SH 18X7 O.H.D.W/(2)1-3/01-7/8 LW � zo S-6• 16'-0• 3'-6' 2'-Y 2'-Y 2'-3' 2'-3• W-0• 6'-8• 16X7 O.HD.W/(2)1-3/4XII-7/8 LVL DRAFTSMAN: LEROY HARCOURT 3'-8' 18•-D' J'-6' 6'-0• 6'-0' 4'-6" 4'-6' I 23'-C 4'-6• 4'-8• 12'-6• 23'-D• 1Y-0' 9'-0' 0213.2DI5 SIDE 1 FLOOR PLAN SIDE 2 =��R LIVING AREA 1585 SQ, FT, LIVING AREA 1705 SQ. FT. 3 GARAGE AREA 548 SQ. FT. SCALE 1/4"=1'-0" GARAGE AREA 560 SQ. FT. I - 0 0 6-U ® oouff--= ® MS0 ® ow phone# 208.358.3421 0 Z d o m = cV N N O J U ¢ U O J m J Z Q Q o� O L Z X X X X I i I DRAFTSMAN: TOSS LAYOUT LEROY HARCOURT SCALE1/4"=1'—O" 02.13.2015 � 4 —— NON-COIBUSTBIE OR FIRE RETARDANT ROOF SHEATHING 4'EA WAY FROM FIRE WALL.OR •'CRAWL SPAE ACCESS DEPTH FROM BOTTOM OF FLOOR JOISTS TO CRAWL 1LAYER OF r GM INSTALLED DIRECTLY BENEATH THE SNEAIING SPACE SHALL BE A MINIMUM OF 30 INCHES. THE CRAWL SPACE SHALL 1-3 09-1 2' T.J.I. Q 16" O.C. FOR A DISTANCE OF 4'EA WAY BE OVERDUC IN THE CRAWL AREA, LOWERING THE INTERIOR FOOTING / 4'-0 4.O TO INCREASE CRAWL ACCESS A MINIMUM OF 30 INCHES. SURROUNDING EXTERIOR FOOTINGS SHALL HAVE ADEQUATE SOIL ALONG THE INTERIOR TO ELIMINATE SOIL EROSION WITHIN THE CRAWL AREA.. MUST BE MINIMUM 2C UNDISTURBED SOIL ON CRAWL SIDE OF EXTERIOR FOOTINGS WITH A 8" TYPE "X" 0 MAXIMUM OF 36 INCH DIMENSIONS EXTENDING HORIZONTALLY BEFORE SHEET ROCK Q SLOPING TO THE DEPTH OF THE OVER DIG. THE MINIMUM 24"FROST DEPTH ALONG THE EXTERIOR OF THE FOUNDATION SHALL BE MAINTAINED. 2X4 PONY WALL 0 24" O.C. 5/8" TYPE "X=— D ® B.n PTDF BOTTOM PLATE SHEET RbCK Phone# 208.358.3421 14X8 FOOTINGS WITH FASTENED W/CONC. NAILS 0 0 (2) #4 REBAR (IynN K��• R-38 R-38 ORIZ. 0 FOOTING INSULATIONINSULATI PONY WALL DETAIL HE TYPE „X„ SHEET ROCK » 5/8" TYPE "X" 2X FRAMING 0 16" O.C. `n SCALE 3/4 =1 -0" SHEET ROCK- ,*AB SPACE Z PRE-ENGINEERED TRUSSES ® 24" O.C. R-13 INSULATION " O.S.B. AS ROOF SHEATHING to o W/ PLY CLIPS BETWEEN TRUSSES 2X (P.T.D.F.) ¢Cq o 10M STRAP TO CONNECT 1000A STRAP TO CONNECT HURRICAN TIE INSTALLED To' -j J Nun co ON EVERY END OF TRUSS Y rn o IN ® EXTERIOR WALLS z z z 2X6 SUBFASCIA R-38 BLOWN �� - IN FIBERGLASS INSULATION x x x x b WRAPED W/ METAL 16" OVERHANG W ALUMINUM 30 YR ASPHALS SHINGLE ZERO E O T ENE FIRE WALL / O/T OF FELT PAPER we SOFFIT WITH VENTS 2X6 EXTERIOR SCALE 1/2" =1'-0" l - ?-r- I T 7- WALL ® 16" O.C. I I i I I i©i i i i i --L-L-L-1-1-1-J --1�-L-L-1-1-J-J--L © R-23 BLOWIN IN INSULATION REQUIREMENTS O ALTERNATE BRACE WALL C . t n 1: CONCRETE=MINIMUM OF 2500 psl SCALE 1/2"=1'-0" 2: FOOTING=MINIMUM 6"DEEP X 12"MADE 3: FOUNDATION=MINIMUM 6"DEEP X 1C TALL(this does not include concrete slab thickness) 4: FOOTING REINFORCEMENT=1-14 BAR PLACED IN CENTER THIRD OF FOOTING DIRECTLY BELOW FOUNDATION WALL 5: FOUNDATION REINFORCEMENT(horizontal)=1—#4 BAR PLACED IN CENTER THIRD OF FOUNDATION WALL TRUSS DETAIL LOCATED BETWEEN 1—N�"AND 3"BELOW TOP OF WALL. REBAR SHALL EXTEND HORIZONTALLY 12'AROUND CORNER. 6: FOUNDATION REINFORCEMENT(ver6caQ="L"PLACED A MAXIMUM OF 16"O.C.AND LONG ENOUGH TO LAP --- — 1HE TOP FOUNDATION WALL BAR,AND LAP UNDER THE FOOTING BAR. SCALE 1/�11=1 -011 7: FOUNDATION BOLTS--MINIMUM MINIMUM OF 2 BOLTS,VX10",EMBEDDED AT LEAST INTO CONCRETE FOUNDATION 8: HOLDOWNS=MUST RESIST 3,389 POUNDS IN TENSION AND BE LONG ENOUGH TO HOOK UNDER TOP BAR. (sknpson sthd 14,or equal,installed per manufacturers specifications) 9: STRUCTURAL PANEL=MINIMUM Ys PLYWOOD NAILED TO ONE SIDE OF WALL STUD ON EACH SIDE OF OPENING. R-30 INSULATION 10:PANEL NAILING(perimeter)=NAIL WITH 80 COMMON NAILS 0 6"O.C.-OR-16 GAUGE STAPLES 0 4"O.C. 2X6 PTDF MUD 11:PANEL NAILING(intermediate)=NAIL WITH 80 COMMON NAILS 0 12"O.C.—OR—16 GAUGE STAPLES 0 4"O.C. SILL W/ Y2" X10" A. 12:PANEL EDGES--BLOCKED AND NAILED. ® 48" O.0 13.NOTE ON PANEL HOLDOWN INSTALLATION-NAIL PANEL 0 WALL THEN NAIL HOLDOWN STRAP TO WALL PER R-30 INSULATION SILL SEALER MANUFACTURER'S NAILING SPECS 2X6 PTDF MUD BETWEEN MUD SILL SILL W/ Y" X10" A. AND STEM WALL 48" O.0 SILL SEALER —III=1 BETWEEN MUD SILL 4 REBAR AND STEM WALL DAMPPROOFING FROM TO -III ( ) # OF FOOTING TO FINISH GRAD = ORIZ. —III=1 14XB FOOTINGS WITH I IE S2 M WALL 4 REBAR 24" UNDISTURBED III—III 2 4 REBAR #4 REBAR VERTICAL ® 48" O.C. _ O # DAMPPROOFING FROM TO -111 ( ) # #� NoYIZ. ril (2) # ® FOOTI SOIL BEFORE OVERDIG OF FOOTING TO FINISH GRAD — ORIZ. ® $ �' 14X8 FOOTINGS WITH —11111 STEM WALL #4 REBAR VERTICAL ® 48" O.C. — (2) #4 REBAR 24" NDISTURBED HORIZ. ® FOOTI SOIL BEFORE OVERDIG STEM WALL D E T A E 6-MIL VISQUEEN „ „ STEM WALL DETAIL VAPOR BARRIER SCALE 3/4 =1 -0 DRAFTSMAN: LEROY HARCOURT SCALE 3/4"=1'-0" Z^;1e .5 - - - - - - - - - - .8 "". SEISMIC DESIGN CATEGORY —————B WIND -------------------90MPH SINGLE STORY DWELLING 0 0 CS- WSP CS- WSP o--o CZ) wom ® IEso ® ono N phone# 208.358.3421 O CS- WSP Cs- WSP CS- WSP I N I I j I p j Z j I O N_ N N I Y J O N O• OJ � VJ m J Z rn O Ii Z �O U < X X I NB/91oNER � �g i o I I go I � L. �\ I WJL " ILI� 0 I N CS- WSP m 8" 11 DOWN —.-.-.-.-._._ .-._._._._.-._._._.--- .-.-._.-.------- ._._._. .--- .----- .-._.----- .-.--- .-.-.-.-._.-.-.-.-.-.-._. _.-.-.--- ._.-.- _.--- .-.-.-.-.-.-.-.-.-.- _.-.-._.- -.-.-._.-._.-.......... ._. .1.-.- -.-.-.-.-.-.-.-.-.-.-.-.-.-._ -.-.-.- --------- n N N � N Cis- WSP � 0 lid � aQ DRAFTSMAN: LEROY HARCOURT 0213 P015 8 .� phone# 208.358.3421 WNWHRIZZ ©® oo ©a ®a _ _ Ln ®® ®m®� ©® ® ©� o� ®� _ _m m m®® ®® WL Z o � m = C,4 N ARCHITECTURAL ASPHALT cn C5 SHINGLES FRONT ELEVATION w 15 FELT O.S.B. W/CUPS AS ROOF SHEETING m J PRE ENGINEERED TRUSSES Y rn p SCALE 1/4"=1'-0" Z x x x 12 R-38 INS 5 ®CLG wu � (ows, tl/f GYP BOARD IN FRAMING ®CLG. 2X4®16" O.C. 2X6 PTDF MUD ae'aIXcw% AL� oO.S.BW SILL W/ Nz' X10.A.B AS onUaa�,HK PORCH (/ ®48*O.0 erau-21 BLU""" 0 3/4" T&G O.S.B. 9-1/2�TJI/158 FJ o -21��• SUB-FLOOR ®19.2' O.C. I i 6-MIL%ASQUEEN i (1)04 PEBAR VAPOR BARRIER 7x4�4.� NIDU. HORM Sim il 00 (1)/4 14°xB" FOOTING W/#4 to sTM w� °O w RE-BAR 0 48*O.C. ou VERT. &(t)-HORIZ. ElEl n — Me - - DRAFTSMAN: LEROY HARCOURT LEFT ELEVATION Z 5 SCALE 1/4"=1'-0" -«- 7 .8 o�E 0 Q o--o ® wu � ® � so ® ono phone# 208.358.3421 ®® ®® C3 0 CD m = N N F.- RIGHT ELEVATION J m J Z SCALE 1/4"=1'-0" Z~ Z z xx x x EILI =H REAR ELEVATION SCALE 1/4"=1'-0" DRAFTSMAN: LEROY HARCOURT ZTM -8 —8 s.�