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Home My WebLink About25-0047 951 Gregory Way-City Approved Job Site Plans EAGLE RIDGE GONSTRUGTION ? 5 � 0047 �o�moop LOT 3 BLOCK 5 60 F�2. w � E = pa GALI5TOGA SPRINGS SUBDIVISION _ _ N 01°1b'13"w _ W 9515141 GREGORY WAY PL 63.00' — LU Z e TWIN FALLS, IDAHO I R-4 ZONE I cnn m 5' SIDEYARD SETBACKS LU LOT ZON5IZR 40.11 ACRES 20' FRONT SETBACK I CODE COMPLIANCE 2018 IRG 20' REAR SETBACK 1o'EASEMENr Q NEWGONSTRUCTION --——————————— ---------------------------------------- -------- ----------- v� SINGLE FAMILY DWELLING `fl f o ROOF 5 U RFAGE AREA 3136 5.F. Buildings shall have approved address numbers,or approved building in o EXTERIOR WALL PERIMETER 245 L.F. Al buildings paced All buildings shall have a permanently posted address,which shall be placed EAVE PERIMETER 312 L.F. @ 16" EAVE at each driveway entrance and be visible from both directions of travel along a the road.Buildings shall have approved address numbers,or approved SLOPE GRADE AWAY BACK PATIO SLAB F z building Identification placed in a position that is plainly legible,visible from FROM_ND.6"IN 10'(ALL T3 S.F. o rc77 SIDES) O w the street or frontage road fronting the property and of a contrasting color(IFC 20'5ETBACK ______ —————— o� 505.1). � Address size is based on distance from the street:up to 50 ft.is 4 in.,51 to I - I DATE:SEPT.2024 100 ft.is 6 in.,101 to 150 ft.is 8 in.,151 to 200 ft.is 10 in.and greater is 12 in ®° ° I ° I DRAWN BY:C.J. ------� °d 41 ° ° a ----- - J00#24-156ER- r------------ LOT 3.PL a ° 14 / 4 F.F.ELEVATION@15" PROP05ED HOME LOCATION I a ---- ----- --- m TOP OF ------------ � I FOUNDATION TO I N K o BE MIN. 12"+2% I Rn :4-o vI I ABOVE GUTTER I A fully visible GENERAL SITE/LOT NOTES � N I / I \ I J THE BUILDER SHALL VERIFY THAT SITE CONDITIONS ARE CONSISTENT WITH temporary address I I \ I J THESE PLANS BEFORE STARTING WORK.WORK NOT SPECIFICALLY DETAILED � I / \ I IL SHALL BE CONSTRUCTED TO THE SAME QUALITY AS SIMILAR WORK THAT IS \ DETAILED.ALL WORK SHALL BE DONE IN ACCORDANCE WITH INTERNATIONAL I /BUILDING CODES AND CURRENT ADOPTED LOCAL CODES. Sign shall be posted WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER / SCALED DIMENSIONS AND GENERAL NOTES.THE ENGINEERIDESIGNER SHALL -II� / I \ BE CONSULTED FOR CLARIFICATION IF SITE CONDITIONS ARE ENCOUNTERED b / I O THATARE DIFFERENTTHAN SHOWN,IF DISCREPANCIES ARE FOUND IN THE o n a I I construction 32 S.F.GONG.PAD _ PLANS OR NOTES,OR IF AQUESTION ARISES OVER THE INTENT OF THE PLANS - I I ORNOTES.CONTRACTOR SHALL VERIFYAND IS RESPONSIBLE FOR ALL ° DIMENSIONS(INCLUDING ROUGH OPENINGS). FRO I. / I NT PORCH ° GRADING NOTES. sites and remain in 3 S B. a _ VERIFYALL UTILITIES BEFORE DIGGING.HOOKUP WATER AND SEWER I ° ° T I-- m= SERVICES TO EXISTING TAP UNLESS SEPTIC SYSTEM AND WELL ARE TO BE INSTALLED. place until the F E� I. ° 4° ° I° Z �N GRADE LOT IN SUCH A MANNER THAT RUN-OFF FROM HOUSE DRAINS AWAY 1 �1 ----- p �. FROM FOUNDATION AND RETAINED ON THE PROPERTY PER CODE ° ° ° O m t REQUIREMENTS. permanent address °I 44 ° °° - ° ° ° -- d FINISHED FLOOR LEVEL TO BE I5"ABOVE CURB IF APPLICABLE. I "° � - - °°I W Q NI ID BUILDING ENERGY CODE COMPLIANCE i s i n place. I ° O ° 4 ° 4 ° Q ° - ° Q J HEAT LOSS CALCULATIONS SHALL COMPLY WITH THE REQUIREMENTS OF I d ° I d �/ 4 REGIONALAND LOCAL CODES.PORCHES,DECKS,FOUNDATION,FIREPLACE I - - ° I4 ° LU U ENCLOSURES,AND GARAGE AREAS NOT INCLUDED IN LIVING AREA.ALL I ° - - -^1 EXHAUST FANS TO BE VENTED DIRECTLY TO THE EXTERIOR.ALL , I °° V PENETRATIONS OF THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULK OR FOAM. I ° d ° 4 ° LUPRESCRIPTIVE ENERGY CODE I 4 Q •'R-30 IN FLOOR - •"R-20 IN WALLS - al •"R-38 MINANATTIC DO NOT DRAIN STORMWATER ONTO ADJACENT I 1 -° 4 a° - 4 ° °•'.35 MIN.LOW-E WINDOWS PROPERTIES. LANDOWNERS ARE RESPONSIBLE FOR - ° STORMWATER RUNOFF FROM THEIR PROPERTY. 4.I - a CITY CODE 10-11-8(A)BUILDING SITES SHALL USE I L BEST MANAGEMENT PRACTICES(BMP'S)TO RETAIN I ° ° ° 4 a AS MUCH STORM WATER AS POSSIBLE ON THE '6I ° °SINGLE FAMILY RESIDENCE- PROPERTY. SEE IDAHO CATALOG OF STORM WATER --- 46 °J 20'5ETBACK - --------`------- MAIN FLOOR ° ° BEST MANAGEMENT PRACTICES. L---------- _----------J ° 1551 SF FRONT PORCH 53 SF BACK PORCH 164 SF WHILE EVERY EFFORT HAS BEEN MADE TOPERFORMA GARAGE 696SF IRCSECTIONR401.3 _ -- -- -- -- -- -- -- -- -- .a a --_ COMPLETE AND ACCURATE PLAN REVIEW,IT DOES NOT TOTAL 2464 SF SURFACE DRAINAGE SHALL BE DIVERTED 15'EASEMENT - ° J EXEMPT THE DESIGNER OR BUILDER FROM CODE TO A STORM SEWER CONVEYANCE OR J SLOPE GRADEAY^AY a ° ° - 4 a REQUIREMENTS OMITTED FROM DRAWINGS THAT ARE OTHER APPROVED POINT OF COLLECTION IL FROM FND.6"IN 10'(ALL CAUGHT DURING FIELD INSPECTIONS. THAT DOES NOT CREATE A HAZARD. 51DEs) W LOTS SHALL BE GRADED TO DRAIN WATER N ° 4 °AWAY FROM FOUNDATION WALLS. CONCRETE TABLE OF CONTENTS THE GRADE SHALL FALL A MINIMUM OF 6 Dq;EruY SITE PLAN 1 INCHES WITHIN THE FIRST 10 FEET. LOT W 4 FOUNDATION PLAN 2 LINES LESS THAN 10'FROM FOUNDATION TO CURB ELEVATION Q w a FLOOR PLAN 3 BE 2%SLOPE MINIMUM FROM FOUNDATION. °`0 w BRACING PLAN 4 m a ° ROOF FRAM.PLAN 5 ELEVATIONS b SITE PLAN 63.00' ° w 'O CITY APPROVED PLANS SCALE 3/16"=V-0" `" GREGORYVgAY _ MANS MOST BE ON JOB SRE - - - - - - - - - - - - - - - - - - - FOR All INSVERIONS � N THE PAPER SIZE NEEDS TO BE 24"x 36"TO SCALE PROPERLY 0 casey jevlseH draftiH9 O 1"EE,.��"agej.ilq-of 16 G1 z 2 FOUNDATION NOTES: ? uv3,~urc o=F o VERIFYALL WINDOW AND DOOR ROUGH OPENING SIZES BEFORE FORMING BLOCK OUTS AS rc°� ao'j eQ op NECESSARY. 51' - ° - PROVIDE EXPANSION JOINTS AS NECESSARY IN ALL FLATWORK. w y m i`;'z F rc a 24' 16' 11' COORDINATE ALL SIDEWALK LOCATIONS WITH HOMEOWNER. ALL FOUNDATION WALLS SHALL BE MIN.3000#/SQ.IN.COMPRESSIVE STRENGTH 28 DAYS. E E 1 a'x u•DEOP MIN. ANY PORCHES,PARKING SLABS,STEPS ANDND /GARAGE FLOOR SHALL BE MIN.3500# SQ.IN. m IBOUTE orlrvG COMPRESSIVE STRENGTH @ 28 DAYS. cn ., BT m ----- ---------------'a - 1/2"X 10"ANCHOR BOLTS @ 4'O.C.MAX.EACH SECTION OF SILL PLATE MUST HAVE MIN.(2) LU J I I ANCHOR BOLTS MAX.DISTANCE FROM END OF ANY SILL PLATE SECTION TO ANCHOR BOLT SHALL L BE MIN.12". e� - I 41, PONY WALLS TO BE 2 X 4'S @ 16"O.C.W/PRESSURE TREATED SILL PLATE AND DOUBLE TOP 1 L 1 .o n < DAMP PRooPR EaD ON LRANC 5PP4EVENT N PLATE. /� ALL Exf.FHD.NULLS I LOLnnOns SHOwn v, I — ———————— ROOF/SECOND FLOOR BEARING AND PONY WALLS TO BE SOLID BLOCKED IF RUNNING RBICX COVERED PATIO PERPENDICULAR TO JOISTS AND FRAMED TO SUBFLOOR WHEN RUNNING PARALLEL TO JOIST. �� --------------- -------- - ,. .... r ...:. 4•wNLRETESLABOVER4• I — — — — — — — I LOMPALTEDGRAVELBASE I . r — — I INSTALL BCI'S PER MANUFACTURERS RECOMMENDATIONS INCLUDING ALL BRIDGING AND I I I BRACING. ANY NAILS THAT PENETRATE CONCRETE OR PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED OR EQUAL. EXCAVATE TO MIN.30"BELOW JOISTS.INSTALL 6 MIL.VISQUEEN VAPOR BARRIER IN CRAWL L_ -- -----------J I I - I SPACE. in SEE BRACING WALL PANEL FOR HOLD DOWN LOCATIONS AND DESCRIPTIONS. VENTING RATIO TO BE 1 SO.FT VENT/1500 SQ.FEET OF CRAWL SPACE IF UNCONDITIONED. I I I I ALL OPENINGS IN THE EXT.BLDG.ENVELOPE SHALL BE SEALED AGAINST AIR INFILTRATION.THE DATE:BE PT.2024 I I I I I FOLLOWING AREAS MUST BE SEALED. LVL'S DROWN BY:L.J. I I I 2x4FONYwu CO I 1 I •'JOINTS AROUND WINDOW AND DOOR FRAMES I I I I •'JOINTS BETWEEN WALL CAVITY AND WINDOW JOB#24-156ER- I J : I F.—.RoNP T •"JOINTS BETWEEN WALLAND FOUNDATION LOT 3.PL — — — — — — — — — — — — — — •"JOINTS BETWEEN WALLAND ROOF — — — — — — — — — — — — — — — •"UTILITY PENETRATIONS THROUGH EXTERIOR WALLS 1 ' I I 56 4�8" GR�1 I I GRADE SLOPE:6"DROP WITHIN FIRST 10'FROM FOUNDATION. I � I I PANEL I I - 9 1/2" BUS @ 16" O.C. 4x4POGTMIN. I . p -' o f MEary I I SEEP NJ I I M nOV—IN.On I I PSON_ST5ASE I 1 I I I I I I ORD NOG TOETES B E ERIAS SPESL n G P BOARD P FINISH I I ]3"xE0' s�') I , I LOLUMnISIAZE IM%uOlnb sP ft 201rvsuuTloN LRPN4. O/' I4Y . X.,PM NwiN RPROER6r 'CONCRETE FOUNDATION NULL I I I =III SHE rsEDw� ai Rs iaoi"rM _ous HGR. dtiH — — — — — — — — — — — —It I III III -III III II eu wRAP v R iillillllxONCSs®PERMEER 4•LONc.SLAB OVER4 PONY u wER I I wllWW IWIDWWp;I I I FF -- �RoRn�Eo��OVER ---- ,I _ NOR x t6'LONL.FOOTING -fDwREBARS LON. I I ,� I I TYP. P05T & PIER DETAIL _III ORaONT I '• I — — — — — nd I • I NOT TO SCALE I _ - — — I I ExrB o r m • - IIIIIIII f ____ ___ __ I I RI RFINE w„z G P BOARD P FINISH TYP. GARAGE DETAIL wH .: i �NSuunON _ m ---- I _ I I I uiERP B O� zcs®,••an SCALE:3/6"=1'-0" r':,. r �.LL r 1 I I I BU LD—NGPnPEFIEC�L� 5iUD NULL J DNYBIPIYX LLPBTE ' _�—`—•—• SHEAR 15, - COVERED PORGHpd® vrr BCl's®,6•oc coNLREre Sue avER 4• a NAN Z in I I TE p II11-T LOMPAGTED GRAVEL Bn5E ry II ------------ O a DI Oft L J I = II RMORSO ST50N eETwEEn 2X4PCNYI+ STU05 1' D®16OCWP.T. O BO G-III •' °I 1I2`-RasBARo`oH" P B x,•LOrvL FOO IrvG 1 � T 1fi 4 mf IIII IIIII- - - - yq REBARE LONT NUOus O - LIIII- r°SQUEE°v:$OMa'L ORNorvT _ ='I Il =11=I„I SPwERINLR wL == z N o I I IONCI FOOINGf, O °�" I : I -R.ON— Luo< I I GARAGE BUILDING 5EG. DETAIL !!�� I I LONL.5u0 OVER," N OFE2 TOO ODH GARAG SCALE:3/6"=1'-0" I I sL Ez'Dooes E o � W DPWETTER DCHOMIN R�BO�is I I n REMRR111TO ABOVE xT P E o I I SOLE PL_ z i.I..i I I I ' I CL I I I I I I I I I I I I II II z I -----------------------J 7 L ———————— O 24' e'-b" 12' � Q FOUNDATION PLAN Q) O 56ALE 1/4"=1'-0" G1 CROSS SECTION J NOT TO 5GALE f CITY APPROVED PLANS i VLANS MUST BE ON JOB SITE LL2 I FOR All INSPECTIONS N THE PAPER SIZE NEEDS TO BE 24"x 36"TO SCALE PROPERLY 0 casq jevlsen drafting (oR"et2_of 16 o 83o 13'-11/2" 10'-101/2" I 16' 11' MISCELLANEOUS NOTES' w H tE Frca DESIGNER ASSUMES NO RESPONSIBILITY FOR STRUCTURAL INTEGRITY.VERIFY ALL 2'-111/2' 10'-2" 5'-41/4" 5'-61/4" 5'-93/4" 4'-41/2" 5'-93/4" 5'-83/4" 5'-31/4" STRUCTURAL SPECIFICATIONS W/MANUFACTURER,TRUSS VENDOR OR ENGINEER. e� I LJJ $g CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO BUILDING. U) m v T 4 COORDINATE ALL INTERIOR AND EXTERIOR FINISH,MATERIALS AND COLORS WITH HOME OWNER. LJ.J I 1 eox vRnm�E lox la � KITCHEN AND BATHROOM DESIGNS AND LAYOUT AS PER.OWNER. P BATH AND RANGE HOOD FANS INDICATED SHALL VENT TO OUTSIDE AND MEET ALL LLI REQUIREMENTS OF THE 20181RC.AND BE SMOOTH PIPING WITH MIN.50 CFM. U' m ll s05osH 4050FX a 11 W—H VENT DRYER EXHAUST TO DUCT IN WALL AND VENT OUTSIDE. Q I 1 U 60VBRED PATIO/ ALL WINDOW AND EXTERIOR DOOR HEADERS ARE(2)2 X 10'S OR EQUIVALENT UNLESS 9'1 1/8"CLNG.FROM.Ilk F. OTHERWISE NOTED. I WINDOWS MARKED AS EGRESS SHALL MEET THE 20181RC.MIN.REQUIREMENT. WINDOWS SET @80"UNLESS OTHERWISE NOTED. O o - I gvzbrx gasbrx THE IPC REQUIRES A CRAWL SPACE ACCESS WITHIN 20 FEET OF ALL UNDER FLOOR CLEANOUTS. o DINING BEDROOM - ALL CRAWL SPACE AND ATTIC OPENINGS TO BE 22"X30"UNLESS OTHERWISE NOTED. 9'1 1/8"CLNG. BEDROOM 9,1 1/8"CLNG. I 5/8"TYP."X"SHEETROCK ON CEILINGS AND WALLS BETWEEN GARAGE AND LIVING SPACES PRIMARY 9'1 CLNG. INCLUDING BONUS ROOMS. DATE:SEPT.2024 GARAGE DOOR HEADERS BE INSTALLED PER WALL BRACING SCHEDULE.(VERIFY SIZING W/TRUSS VENDOR OR ENGINEER ON OPENINGS WITH ADDITIONAL LOAD ABOVE HEADERS DRAWN BY:L.J. SUCH AS DORMERS AND SECOND FLOORS ETC.) JOB#24-156ER- `� ENTRY DOORS FROM GARAGE TO HOUSE TO BE 20 MIN.LABELED SELF CLOSING HINGES. LOT 3.FL - sose C° -I--I FIRE CAULK ALL PENETRATIONS ON COMMON WALLS FROM MECHANICAL. _ �--T� I ]660 c o •x5°• ELECTRICAL RECEPTACLES IN BATHROOMS,KITCHENS AND GARAGES SHALL BE G.F.I.OR G.FI.C.PER NATIONAL ELECTRICAL CODE REQUIREMENTS. INSUL7669 L 6I1]LEILING LLOSEi ft°P 85HELVING < I I F4- gl�---------------- PITCH ----- WG mI LLI LIVING ROOM EQIATEALLATING OF THE WLL,CHESTOR CEILSPACES HROUG WHATTICH TO THE g EQUIVALENT RATING OF THE WALL,FLOOR OR CEILING THROUGH WHICH THEY PENETRATE. G $ 9'1 1/6"PLATE HT. I�I UNO ON PLANS. VAULTED \\ 38 vn - Tempered ATTIC R-20 c� PRIMb m ARY !k-- stove °r1 of 1 z N J p WALLS R-zo -� BATH j �^ Q n FLOORS R-30 BATH yN,I,G, 9'1 1/8"CLNG. sv - m PROVIDE IMPACT PROTECTION PER IRC.CODE IF MECHANICAL IS IN LINE OF VEHICLE G'�� 9'1 1/8"CLNG. PARKING IN GARAGE. 9'11/8"CLNG �F I GRPnL -- I P NEL sate 2 °s«°.ERE FRIDGE Smoke Detector location: -w - a w n � e meaGL4.ss -I ® Smoke alarms and smoke detectors -------- r----- x° HELVIN shall not be installed within 36" ---------- horizontal path from the tip of the blades ° -41/2 -Y-2"- - of ceiling-suspended fan. �;v SMOKE DETECTOR G �Lo CARBON MONOXIDE/SMOKE DETECTOR L__ _ �2'-41/" 1'-11" Sv 4'-01/2" 5 - ENTRY 4 - c7 FAN UNIT MUD ROOM PANTRY 9.1 1/8"CLING. Or TEMPERED GLASS LAUNDRY 9'1 1/8"CLNG. Smoke Detector location: •D •" 9'11/8"CLNG. m e EGRESS WINDOW s Smoke alarms and smoke detectors BEDROOM 2 shall not be installed within a 36" 9'1 1/8"CLNG. horizontal path from the supply register au +0«ves. 3oes of a forced air heating or cooling system AG 'WH PURN. LLoSN-- °�E°o�L - and shall be installed outside of the direct airflow from those registers. MECH. COVERED r,oloPxser®Rs•� SINGLE FAMILY RESIDENCE iftPn5H50�H _ PORCH $ wNNOK N 10'1 1/8"CLNG Z INREneLH. - -FROM F.F. Smoke alarms shall be at least 3'away MAIN FLOOR 1551 SF O 9' V-1112' 2`2" 4'4" kv-6. , from bathroom doorway,unless this FRONT PORCH 53 SF _ a 1n ¢ :q would prevent placement of a smoke BACK PORCH 164 SF --------- alarm required by NFPA 72 GARAGE 696 SF v TOTAL 2464 SF o N BELG�F iRnGE For tray-shaped ceilings(coffered F- Q o ceilings),smoke alarms and smoke NFPA(Chapter 29)Smoke alarms shall not be installed in Y o r detectors shall be installed on the the following locations unless this would prevent placement Z o N highest portion of the ceiling or on the of a smoke alarm. m iNi = sloped portion of the ceiling within 12" 1.lonization smoke alarms shall not be installed less than GARAGE - vertically down from the highest point. 20'horizontally from a permanently installed cooking W o<? 9.1 1/8"CLNG.FROM F.F. Please reference NFPA 72 Chapter appliance. l7 0 518"TYP.'•X"SHEETROCK ON 29.vv 2.lonization smoke alarms with an alarm silencing switch _1 m CEILING AND COMMON i shall not be installed less than 10'horizontally from a Q NALL5 IN GARAGE ° U permanently installed cooking appliance. 111 3.Photoelectric smoke alarms shall not be installed less J R315.1 Carbon monoxide alarms.For than 6'horizontally from a permanently installed cooking new construction,an approved carbon q $ appliance. W monoxide alarm shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms in dwelling units within which WINDOW SCHEDULE fuel-fired appliances are installed and In LABEL CITY 51ZE DE5GRIFTION ROOM NAME COMMENT5 dwelling units that have attached 20405H 1 20405H SINGLE HUNG BATH garages.v 26405H 1 2605H SINGLE HUNG LAUNDRY 30505H 1 30505H SINGLE HUNG BEDROOM 2 30505H 1 30505H SINGLE HUNG BEDROOM 3 30505H 2 50505H 51N6LEHUNG PRIMARYBEDROOM L 4050FX 1 4050FX FIXED GLASS DINING 4050FX 2 4050FX FIXED GLA55 GARAGE 4050FX 2 4050FX FIXED GLA55 LIVING ROOM/COVERED PATIO Ir 01 rROnF®% r401 rRonP®% 010FX SET 96" 1 4010FX FIXED GLD-5 BEDROOM2 ING BEDROOM 2 L_____J FROM4010F F`ET®96" 1 4010FX FIXED GLA55 GARAGE FROM F.F. 010FXSET®96" 1 4010FX FLXEDCLA55 GAR aOzpPx aOzpPx AGE /� FROM F.F. CL 4'A 1/2" 5'-T DOOR 5CHEDULE CZ CC CC 2'-6" Cr 9" LABEL QTY 51ZE DESCRIPTION ROOM NAME COMMENTS O 24' 8'-6" 12' 6'-6" 1868 1 18b8 R IN HINGED DOOR P03 CL05ET/ENTRY 2068 1 2066 L IN HINGED-DOOR P03 HALLICL05ET O 2468 1 2468 L IN HINGED-DOOR P03 MUD ROOM/PANTRY 51, 2468 1 2468 R IN HINGED-DOOR P03 WC/PRIMARY BATH 2666 1 2668L SHOWER-GLA55 SLAG PRIMARYBATH/SHOWER 2668 1 2668 L IN HINGED DOOR P03 BEDROOM 2/HALL 1 2668 1 2668 L IN HINGED-DOOR P03 HALLIBEDROOM 9 �L 2666 1 2668 R IN HINGED-DOOR P03 HALLIBATH 2668 1 2668 R IN HINGED DOOR P03 PRIMARY BATH/PRIMARY BEDROOM 2668 1 2868 R IN HINGED-DOOR P03 PRIMARY BEDROOM/DINING 3068 1 3065 L EX EXT.HINGED-PANEL GARAGE 3068 1 1306b L EX ENTRY ENTRY/COVERED PORCH 3068 1 15068 L IN I HINGED-DOOR P03 LAUNDRY/MUD ROOM 3068 1 3068 R EX EXT.HINGED-PANEL GARAGE/MUD ROOM CITY APPROVED PLANS 5068 1 5068 R IN SLIDER-DOOR P03 CLOSET/BEDROOM 2 5068 1 5068 R IN 5LIDER-DOOR P03 GLO5ET/BEDROOM 3 PIANS MUST RE ON JOB SITE 6068 1 6068 L EX EXT.5LIDER-PANEL MECH./GARAGE w MAIN FLOOR FLOOR 3068 GLASS 5065160W GA.H'NDEOI GARAGE m FOR ALL INSPECTIONS EXT.HINOEDGLA55 E 3068 GLASS 1 3068 R EX PANEL DINING/COVERED PATIO Z 56ALE 1/4"=1'-0" w x N THE PAPER SIZE NEEDS TO BE 24"x 36"TO SCALE PROPERLY 0 casey jevlsen drafting (oRageog_of 16 o 3) L� 11 � LLao m h� wyR602.1 �w �ww�� G ALTERNATE ATTACHMENT50TO TABLE R602.3(1) SsHx�':Fpao m� SPALING OFF RMEDEWT Z a NOMIN.E(_RIAL DESCRIPTION OF FASTENER EDGES INSUPPORTSE L I I m 51' THILKNE55(INLHES) LENGTH(INCHES) (INCHES) (IN a) U, n WOOD STRUCTURAL PANEL55U.FLOOR,ROOFS WPLL 5HEATHING Z m 24 ib 11 TO FRAMINGBPARTICLEE-IR NULL SHEATHING TO FRAMING 1 1 1 r�i UP To 1Y2' 00414,0 NAIL 2114 3 b 1 4'-51/2" 4' 12-01/4" 3'-b 1/4" 12'-21/4" 3--93/4" T-23/4" 3'-91/4" I L L ` TABLE R602.10.5 U) ® ® MINIMUM LENGTH OF BRACED WALL PANELS MINIMUM E57 TH(IMC U G' a ° ° METHOD WALL HEIGHT CONTRIBUTING LENGTH ^ c c ^ a ^ BFT 1—LOFT 11FT 12FT (INCHES) GB 4B 40 40 53 53 e4Peo•nc CS-WSP I CS-WSP o an ° ^ CS-WSP — 24 2l 30 33 % P51ALTUALO ^ ` L5-11 16 15 20 22° 24° ALTUAL COVERED PATIO ^ ° 15'1Q"x 9'11" a cre ^ c 161 5P FT a h _ reB�&5 zHr 24 2-I 30 39 % d N 1 8.0'REO'D. a ——— 12 21 30 33 % — PROY.—— —- —— ———————————— U 2l ° °^ a L a4 l6 30 29 30 33 % BO 32 30 30 33 % 84 3s 32 32 33 % DATE:SEPT.2024 CS-WSP BB E8 ES 32 33 % BEDROOM 3 92 43 3T 3S 35 % DRAWN BY:L.J. 3 ' 96 4 1 JOB#24-i56ER- DINING 10-0"X 12-1" 10 � 9B B nLTuu B LOT 3.PL 10'-5'x 11'-9" 1 121 50 FT 1. 4s 43 40 Bs u PRIMARY BEDROOM 12050 FT 1. s4 46 43 41 12 T"X 1I'll" 112 SO 4S 43 1 T5 50 FT 116 E5 0 45 120 60 52 0 2I 56 51 1 120 61 59 132 66 50 1 1% 62 t40 66 _ r__ —1 n n4 e4Po�^i a��Isn�n,4,-q bttanx.Bs��R6oz ioe�a.cw uwlin�lsm .s x�4,omea ro u'wIN��wal. LIVING ROOM -b"X 2-1 1 16,_3"X 1 T-6" g ib SG 1 21650 FT ^ m TABLER60B 1SED 1 U BRACING REQUIREMENTS BASED ON WIND SPEED I®_ PROVIDE 2X4 PANEL EDGE BLOCKING®ALL L�LJ PRIMARY r I o� NAT BRA V•Y', PAN ATI N _DESG ED GED LL EL LOG O 5 EXPOSURE CATEGORY B MINIMu BATH ——� I I (ALL"RIF"SHEETS MUST BE IT MIN.) M=LENGTH(FEET)OF REO b'-3"X b'-B" .30 FT MEAN ROOF HEIGHT BRACED WALL PANELS REQUIRED W.I.G. BAT�"I _ nt .2 BRACED WALL LINES ALONG EACH BRACE—LINE b'b"X b'8' 4350 FT __ L__L J 1 b'-b"X -2" W 41 50 FT \ ® 48 50FT ULTIMATE BRALED METHOD L5- KITGHEN vWs1GN _ 10'_F X 12'-5" INv s'roRr wuL LINE METHOD wSP.cs-G. LOCATION 5—INE, B Ls G -PF EL (MPH) E 10 55 30 to � 20 6.5 3.5 _ v 3 ® r U m 30 9.5 45 — 4 2.0'REO'D. B. ❑ 40 121 60 ROV.--- -- --4.0'P CS-WSP 50 150 15 < 5 B.0 9.0 I 10 --------L % 160 RO MUD ROOM PANTRY ENTRY ■ 40 255 ;ass LAUNDRY q'-11^x5'-11" 3'-e•xs'-1 r, r-r'xe'�^ P ■ zD 23.0 8'-10"X S'-9" 59 50 FT 22 50 Fr 59 50 FT 60 39.5 1To 51 50 FT $ BEDROOM 2 12'-b"X 10'-3" PANEL LEGEND GB 136 50 FT GB ® PANEL ll16"05B PANEL ATTAGHEDT02X @I6" O in WH ❑ CONTINUOUS SHEATHING-WOODSTRUCTURAL z 11.5'REO_D._ a —————_ c5-WSP R603503()W/FASTENERS ALLORDING TO TABLE _ (G— — -- ---------- ---- 9 16.0'PROV. -- -------------- a__ -- EGH. U OVPRED LENGTHASREOUIREDTOADJACENTOPENINGSARE Z B'-ECH PORCH U M LONE TO TABLE R60210.5 21-FT 10"%T-0" U1 N.TOTAL LENGTH(FEET)OF BRACED WOOD „4450 FT STRULTURAL PANELS REQUIRED HANG EACH BRACED c c WALL LINE DETERMINED BY TABLE R602.10.9(1) CS-WSP CS-WSP m i d in GYPSUM BOARD(1 SHEETROCK)ETRUCNRAL z V N p 4' 15'-1" 4' '-51/2"c ".i 4' S'-b" 4' 2'-6" 4' ® PANELINBTALLEDTOBOTHEIDE50F2XNIALL®16" O N - <L 0 4' IN LENGTH OR TO ONE 519E OF D(WPLL® O 1-0 IN J 20'-11 112" 6',6 v n a UN ® SEE FIGURE R602.1064 W �< 44'-e o cs-PF D 0, m ® SEEFIGURER60210.6.4 ii Q U CSG LU —123'-0"GARAGE8'b" ® SEE FIGURE R6sz10b.2 62q 50 FT W I II I II METHOD CS-PF Figure R602.30.6.4—CONTINUOUSLY SHEATHED PORTAL FRAME a 3 3 BRACING PLAN U t. n •' SCALE 1/4"=1'-0" (D 8.0'PROV. CS-WSP CS-WSP ....... ... 4' 16' 4' v w�.."w..... ..n 1- 24' old (2J w CITY APPROVED PLANS z e.:..w� r PLANS MUST BE ON JOB 5DE FOR All INSPECTIONS J=1 THE PAPER SIZE NEEDS TO BE 24"x 36"TO SCALE PROPERLY 0 casq jevisen draftillg (oRaget4_of 16 o Gl mRroT wnlrp K u3r `FR ~• *ro Z m 1 _ _ U� m 1 �-- ---t T ~ ow Z x4 Posr PosT H2.ST instsllstlon �, III $ I I $III Lu r-------T-- —� xT16111 e 1 ® I ® I ,.......... Lu II Lu cf) 1-4- TRUSS DRAWING IS FOR ILLUSTRATION ONLY.ALL TRUSSES TO BE DESIGNED BY ENGINEER OR TRUSS VENDOR. INSTALL TRUSSES PER MANUFACTURERS RECOMMENDATIONS INCLUDING ALL BRIDGING&BRACING TO DRAWINGS&SPECIFICATIONS. ALL TRUSSES SHALL CAREY MANUFACTURERS STAMP. W I ALLTRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT.OR TRUSS VENDOR APPROVAL. DATE:SEPT.2024 ALLTRUSSES SHALL HAVE DESIGN DETAILS&DRAWINGS ON SITE FOR FRAMING DRAWN BY:L.J. INSPECTION. J00#24-1 SbER- I 5G550R TRU55E5 I I I I ALL CONNECTIONS OF RAFTERS,JACK OR HIP TRUSSES TO MAIN GIRDER TO BE LOT B.PL — I PROVIDED BY TRUSS MANUFACTURER. / I —� I I I ALL ROOF FRAMING 24"O.C.UNLESS OTHERWISE NOTED. RAFTERS FOR OVERBUILDS PER IRC TABLE 802.4.1(3).RIDGE BOARDS& 0 II I ry I I I r ————————————————————— ——— ry I SLEEPERS TO BE MIN 2"TALLER THAN RAFTERS. � b/I2 cElurvv o —___ _____ I \\ I I 2X6 STUDS UNDER ALL GIRDER TRUSSES BEARING POINTS,NAILED TOGETHER. ALL STUDS,POSTS&HEADERS TO BE DOUGLAS FIR LARCH#2 OR BETTER. ALL OVERHANGS 16"UNLESS OTHERWISE NOTED. VERIFY ALL BEAM SIZING WITH TRUSS MANUFACTURER OR ENGINEER TO IF \ L+ _—J SUPPORT ROOF STRUCTURE. / PROVIDE MEANS TO RESIST UPLIFT AT EACH LOCATION SHOWN ON TRUSS I \ I DESIGN DETAIL. U I I USE HURRICANE TIES AS REQ'D AND H-CLIPS BETWEEN ALL ROOF SHEETING. I ,\ 0 m I I I \ \ �P� PROVIDE COLLAR TIES FOR HAND FRAMED ROOF RAFTERS. _____ ______ _\ — I / I I COORDINATE EXACT LOCATION OF ATTIC ACCESS WITH MIN.30"HEADROOM ABOVE HATCH PER 20181RC. 12 7 7 / Fur ATTIC VENTILATION:REQUIRED ABOVE HOUSE. 6:12 _____ _ ------ I I 6 12 I I I I I I I I I I I I AIL 10'11/8"CLNG I I I I I Z FROM F.F. I I I I O STEP TRV55'®WALL J I I 1 24' 8'-b" I I b:12 1 1 HAND STACKED 2 X 6 RAFTERS @ 24" I I 1 O Z N O.C.W/2 X 8 RIDGE BOARD&SLEEPERS(RAFTERS SPANED OR 8-TO BE l I 1 1ZI BRACED DOWN TO MAIN ROOF)TYP. 1 I I I I 1 1 1 1 ASPHALT 5HINGLESW"15 FELT ROOF PITLH MI2 ^ N F L__________L ttP.UNLESS N lllb'OSB SHEETING OTHERWISE SH bL V E.ROOF TRU5511624 WUTLOm0U5 0 OnROOF PLAN VIEW PFINISH 21 I r-- - 5GALE 3/16"=1'-0" b"FA5 IA broPPuiE 1—FIT-ENT tb"OVERNANb \ 1 Y 1 Y Y I uu n• I V V I I II ""iieiee r I I 9I ExT a II I OR FINISH ,IT GrP.BOARD ttP.FINISH I I AS SPED. ♦L TwleB[B.�H"OG PBR PL•N W20INSULAnON 1116"0. WATERPPROOFR— 2X65@"O.L. 2 STUD WALL L--------------1--____________J BUILmNGPAPER SHEAREW4L� 2yyb1lY X1LL BTE POD® 3I4'TBb O50.FLOORING Y 91lY BGI5®,b'O.L. 1, _ FLOO"J A150n BETWEEn 214POnr-5TU05 L 1 ST P E 6 lb-0.L.M P.T. ROOF FRAMING PLAN "°` ° '"' R°,.�.� ,1 a RE-.A-W. P TE p a SCALE 1/4„=1,_0„ Bor FTb l�_=II�IIII WULYO�7Rr�ssab o�c°n/x. oReA`a"µLwl`+n�uo"us 1 —___ _ R co-muous6ORL R PL .a u�w, vesmv+wA+e _=III=III— 5 MEER In LRAWL III—III=111III rwReFs•v"x Pa.•Rew•v"xFa l III__ III Bx l6 cONL FOOTlnb N7 -- — HOR_TTAL" R' OVER FRAMING DETAIL m CITY APPROVED PLANS f NOT TO SCALP BUILDING SEC. DETAIL •••I•-•^'"•�"^•�"m"�•�• MANS MUST BE ON LOB SRE W SCALE:3/8"=l'-0" FOP ALL INSPECTIONS = N THE PAPER SIZE NEEDS TO BE 24"x 36"TO SCALE PROPERLY 0 casq jevlseH drafting (oRagetfi_of 16 o WOOD GLAD GIDING pro =< x HI H T RI H ° mo° 18'-11 T/8" - � w� � - H�HE� Fpa W IT LLJ B 9'-1 1/8" PAsoIA C.!'� TOP OF PLATE Q U AMPF ftMP��°� = SNGGO 3060 HAft01 UP SIDING TOP OF 5UBFLOOR-15T FLOOR 4L Q' DATE:5EPT.2024 DRAWN BY:L.J. JOB#24-156ER- LOT 3.PL FRONT ELEVATION 50ALE 1/4"=1'-0" b .n n �BPDHD RIGHT ELEVATION SGALE 1/4"=1'-0" z O � o � o0 z �No V rya W ^i o< ^I _, N b� W 3�0 W LEFT ELEVATION SCALE 1/4"=1'-0" J W nao3oPx .�3PPx .P3PPx BACK E L E VAT I O N CITY APPROVED PLANS SCALE 1/4"=1'-0" PLANS MUST BE ON JOB SITE w FOR ALL INSPECNONS S THE PAPER SIZE NEEDS TO BE 24"x 36"TO SCALE PROPERLY 0 casey jevlsen drafting (g Faagetfi_of 16 Load Short F Job: 941 Gregory Way +� wrightsoft Form Date: 01/03/25 entire By. Precision Heating Precision Heating Project Information For: Eagle Ridge Design Information Htg Clg Infiltration Outside db(°F) 2 95 Method Simplified Inside db(°F) 70 75 Construction quality Semi-tight Design TD(°F) 68 20 Fireplaces 0 Daily range - H Inside humidity(%) 50 50 Moisture difference(gr/lb) 58 -36 HEATING EQUIPMENT COOLING EQUIPMENT Make Bryant Make Bryant Trade BRYANT Trade LEGACY 14 SEER2 AC Model 800SA36045E17 Cond 114SAN03000NAO AHRI ref 203359613 Coil CVPVA3617XMC+986TD3004OC14 AHRI ref 213886968 Efficiency 80AFUE Efficiency 11.7 EER2,14 SEER2 Heating input 44000 Btuh Sensible cooling 19040 Btuh Heating output 35000 Btuh Latent cooling 8160 Btuh Temperature rise 41 °F Total cooling 27200 Btuh Actual airflow 907 cfrn Actual airflow 907 cfm Air flow factor 0.030 cfmBtuh Air flow factor 0.046 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 1.00 ROOM NAME Area Htg load Clg load Htg AVF ClgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) master 224 4388 2782 134 128 wic 54 954 261 29 12 mbath 114 1160 492 35 23 great 846 10968 9155 334 421 laundry 54 1614 508 49 23 mud 72 1228 323 37 15 bed1 168 3657 3125 111 144 bath 63 1805 742 55 34 bed2 177 3985 2344 121 108 CITY APPROVED PLANS Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Revfewedfcr Code Compliance PLANS MUST BE ON JOB SITE wrightsoft, FOR ALL INSPECTIONS hIM,I—Id k,h-I alb.,-,,y Right-SutegUrrversal202424.0.01 RSU14048 Page l e\Doc unents\WrightsoftHVAC\941 GregoryWayrnp Calc=MJ8 Front Door faces:W Page 7 of 16 entire 1772 29760 19732 907 907 Other equip loads 3066 902 Equip.@ 1.00 RSM 20634 Latent cooling 0 TOTALS 1772 32826 20634 907 907 CITY APPROVED PLANS Reviewed for Code Compliance Calculations approved byACCAto meet all requirements of Manual J 8th E PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS wrightsoft® i� e,.,ee,—,e,,,,„a.er—o-, Right-Sute®Urrversa1202424.0.01 RSU14048 Page 2 AC+CK ...e\Daxinents\WrightsoftHVAC\941 GregoryWayrrp Calc=MJ8 Front Door faces:W Page 8 of 16 Building Analysis Job: 941 Gregory Way +I+ wrightsoft", g Date: 01/03/25 entire By. Precision Heating Precision Heating Project Information For: Eagle Ridge Design Conditions Location: Indoor: Heating Cooling Twin Falls AP,ID,US Indoor temperature(°F) 70 75 Elevation: 4150 ft Design TD(°F) 68 20 Latitude: 42°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 58.2 -36.3 Dry bulb(°F) 2 95 Infiltration: Daily range(°F) - 30 ( H ) Method Simplified Wet bulb(°F) - 61 Construction quality Semi-tight Wind speed(mph) 15.0 7.5 Fireplaces 0 Component Btuh/ft2 Btuh %of load Walls 4.7 7490 22.8 Ventilation Glazing 23.8 3554 10.8 Walls Doors 26.5 557 1.7 Ducts Ceilings 3.0 5302 16.2 Floors 2.4 4326 13.2 Infiltration 2.9 4440 13.5 Ducts 4092 12.5 Piping 0 0 Glazing Infiltration Humidification 0 0 Other Ventilation 3066 9.3 Adjustments 0 Ceilings Floors Total 32826 100.0 Component Btuh/ft2 Btuh %of load Walls 1.0 1600 7.8 Walls Ventilation Glazing 55.3 8262 40.0 Internal Gains Doors 10.3 217 1.1 Ceilings 2.2 3898 18.9 Ducts Floors 0.7 1272 6.2 Infiltration 0.5 703 3.4 1 Infiltration Ducts 1659 8.0 Glazing Ventilation 902 4.4 Floors Internal gains 2120 10.3 Blower 0 0 Adjustments 0 Ceilings Total 20634 100.0 Other Latent Cooling Load=0 Btuh Overall U-value=0.062 Btuh/ft2--°F, Window/FloorArea=8.4% Data entries checked. CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE 1 wrightsoft- FOR ALL INSPECTIONS .,. Right-Sute®Uriversal202424.0.01RSU14048 .4C+CI� ...e�Docunents\WrightsoftHVAC�941 GregoryWaynp Calc=MJ8 Front Door faces:W Page 9 of 16 Component Constructions Job: 941 Gregory Way +I+ wrightsoft`°' Date: 01/03/25 entire By. Precision Heating Precision Heating Project Information For: Eagle Ridge Design Conditions Location: Indoor: Heating Cooling Twin Falls AP,ID,US Indoor temperature(°F) 70 75 Elevation: 4150 ft Design TD(°F) 68 20 Latitude: 42°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 58.2 -36.3 Dry bulb(°F) 2 95 Infiltration: Daily range(°F) - 30 ( H ) Method Simplified Wet bulb(°F) - 61 Construction quality Semi-tight Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'°F ft'°F/Btuh Btuh/ff Btuh Btuh/ff Btuh Walls 12F-0sw.Frm wall,wd ext, 1/2"wood shth,r-21 cav ins,5/8"gypsum n 338 0.065 21.0 4.42 1492 0.99 336 board int fnsh,2"x6"wood frm, 16"o.c.stud e 405 0.065 21.0 4.42 1790 0.99 403 s 379 0.065 21.0 4.42 1675 0.99 377 w 220 0.065 21.0 4.42 972 0.99 219 all 1342 0.065 21.0 4.42 5930 0.99 1334 Partitions 12C-0sw:Frrn wall,stucco ext,r-13 cav ins,2"x4"wood frm, 16"o.c. 252 0.091 13.0 6.19 1559 1.06 266 stud Windows 1 glazing,clr glz,vnl frm mat, 1/8"thk: 1 glazing,clr glz,vnl frm mat, 1/8" n 31 0.350 0 23.8 746 19.2 603 thk;NFRC rated(SHGC=0.64);6.67 ft head ht e 90 0.350 0 23.8 2142 67.1 6039 s 8 0.350 0 23.8 190 34.7 278 w 20 0.350 0 23.8 476 67.1 1342 all 149 0.350 0 23.8 3554 55.3 8262 Doors 11 DO:Door,wd sc type w 21 0.390 0 26.5 557 10.3 217 Ceilings 1613-21 ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-21 ceil 1772 0.044 21.0 2.99 5302 2.20 3898 ins Floors 19A-21 bstp:Part floor,r-21 ins,frm fir,6"thkns 1772 0.045 21.0 2.44 4326 0.72 1272 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE wrightsoft" FOR ALL INSPECTIONS A II, 1o,,,,,,.1n111111.,11"11 r Right-SLite@Uriversal202424.0.01RSU14048 .4CCA ...e\Docunents\WrightsoftHVAC\941 Gregory Wayrp Calc=MJ8 Front Door faces:W Page 10 of 16 Project Summary Job: 941 Gregory Way +� wrightsoft" Date: 01/03/25 entire By. Precision Heating Precision Heating Project Information For: Eagle Ridge Notes: Design Information Weather: Twin Falls AP,ID,US Winter Design Conditions Summer Design Conditions Outside db 2 °F Outside db 95 °F Inside db 70 °F Inside db 75 °F Design TD 68 °F Design TD 20 °F Daily range H Relative humidity 50 % Ventilation Method ASH RAE 62.2-2010 Moisture difference -36 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 25668 Btuh Structure 18073 Btuh Ducts(R-6.0) 4092 Btuh Ducts(R-6.0) 1659 Btuh Central vent(48 cfm) 3066 Btuh Central vent(48 cfm) 902 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 32826 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 20634 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 12 Btuh Ducts -165 Btuh Central vent(48 cfm) -1011 Btuh Heating Cooling Outside air Area(ftZ) 1772 1772 Equipment latent load 0 Btuh Volume(ft3) 15948 15948 Air changes/hour 0.26 0.14 Equipment Total Load(Sen+Lat) 20634 Btuh Equiv.AVF(cfm) 69 37 Req.total capacity at 0.70 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Bryant Make Bryant Trade BRYANT Trade LEGACY 14 SEER2 AC Model 800SA36045E17 Cond 114SAN03000NAO AHRI ref 203359613 Coil CVPVA3617XMC+986TD3004OC14 AHRI ref 213886968 Efficiency 80AFUE Efficiency 11.7 EER2,14 SEER2 Heating input 44000 Btuh Sensible cooling 19040 Btuh Heating output 35000 Btuh Latent cooling 8160 Btuh Temperature rise 41 °F Total cooling 27200 Btuh Actual airflow 907 cfm Actual airflow 907 cfm Airflowfactor 0.030 cfm/Btuh Airflowfactor 0.046 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 1.00 CITY APPROVED PLANS Reviewed far Code Compliance Calculations approved byACCAto meet all requirements of Manual J 8th Ed. PLANS MUST BE ON JOB SITE wrightsoft- FOR ALL INSPECTIONS >—,o-�a.„�11.11,.,1—,n, Right-Sute@Uriversal202424.0.01RSU14048 rays ACCK ...e\Docunerds\WrightsoftHVAC\941 GregoryWayrnQ CaIc=MJB Front Door faces:W Page 11 of 16 Manual S Compliance Report Job: 941 Gregory Way wrightsoft", Date: 01/03/25 entire By. Precision Heating Precision Heating Project Information For: Eagle Ridge Cooling Equipment Design Conditions Outdoor design DB: 95.0°F Sensible gain: 20634 Btuh Entering coil DB: 76.5°F Outdoor design WB: 61.0°F Latent gain: 0 Btuh Entering coil WB: 61.8°F Indoor design DB: 75.0°F Total gain: 20634 Btuh Indoor RH: 50% Estimated airflow: 907 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Bryant Model: 114SAN03000NAO+CVPVA3617XMC+986TD3004OC14 Actual airflow: 907 cfm Sensible capacity: 19040 Btuh 92%of load Latent capacity: 8500 Btuh 0%of load Total capacity: 27540 Btuh 133%of load SHR: 69% Heating Equipment Design Conditions Outdoor design DB: 2.0°F Heat loss: 32826 Btuh Entering coil DB: 65.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Bryant Model: 800SA36045E17 Actual airflow: 907 cfm Output capacity: 35000 Btuh 107%of load Temp.rise: 50 °F Meets all requirements ofACCA Manual S. CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE wrightsoft® �� M,.ek.,a.,— „.,„...,— Right-Sute®Urrversa1202424.0.01 RSU14048 FOR ALL INSPECTIONS )CCA ...e\Docunents\WrightsoftHVAC\941 GregoryWayrnp Calc=MJ8 Front Door faces:W Page 12 of 16 N Sheet 1 Provide 4"outside air duct for ventilation 210 cfm 134 cfm 121 cfm ster 210 cfm bed2 493 cfm771 9 71 98 9„ 121 fin 12" 1 great 6 16' b th 5cfm bath1 WC g c 4 8" 144 cfm laundry edl 7 cfm j"�� 144 cfm garage CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Job#:941 Gregory Way Scale: 1 : 117 Performed by Precision Heating for: Precision Heating Page 1 Eagle Ridge RightSuite®Universal 2024 24.0.01 RSU14048 2025,Jan-0313:56:01 ghtsoft HVAC\941 Gregory Way.rup Duct System Summary Job: 941 Gregory Way wrightsoft", Date: 01/03/25 entire By. Precision Heating Precision Heating Project Information For: Eagle Ridge Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.39 in H2O 0.39 in H2O Supply/return available pressure 0.249/0.141 in H2O 0.249/0.141 in H2O Lowest friction rate 0.067 in/100ft 0.067 in/100ft Actual airflow 907 cfm 907 cfm Total effective length(TEL) 584 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 bathl h 1805 55 34 0.067 6.0 Ox 0 MtFx 68.0 305.0 st2 bedl c 3125 111 144 0.074 8.0 Ox 0 MtFx 71.0 265.0 st2 bed2 h 3985 121 108 0.070 7.0 Ox 0 MtFx 73.0 285.0 st2 great c 4578 167 210 0.092 9.0 Ox 0 MtFx 47.0 225.0 st2 great-A c 4578 167 210 0.083 9.0 Ox 0 MtFx 56.0 245.0 st2 la"ry h 1614 49 23 0.198 4.0 Ox 0 MtFx 11.0 115.0 st1 master h 4388 134 128 0.102 7.0 Ox 0 MtFx 39.0 205.0 st2 mbath h 1160 35 23 0.125 4.0 Ox 0 MtFx 24.1 175.0 st1 mud h 1228 37 15 0.161 4.0 Ox 0 MtFx 19.6 135.0 st1 udc h 954 29 12 0.144 4.0 Ox 0 MtFx 18.0 155.0 st1 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st2 PeakAVF 756 834 0.067 597 16.0 0 x 0 MetlFlx st1 st1 PeakAVF 907 907 0.067 650 16.0 0 x 0 MetlFlx CITY APPROVED PLANS Bold/italic values have been manually overridden Reviewed for Code Compliance PLANS MUST BE ON JOB SITE wrightsoft® FOR ALL INSPECTIONS ^ti AM„a-.,k,„;,a,,,,„aw,v-„,r Right-Sute@Uriversal202424.0.01 RSU14048 AC0. ...e\Docunents\WrightsoftHVAC\941 GregoryWayrnp Calc=MJ8 Front Door faces:W Page 14 of 16 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 476 493 145.2 0.097 628 12.0 Ox 0 MtFx rt2 rb4 Ox 0 198 163 118.0 0.119 568 8.0 Ox 0 MtFx rt2 rb3 Ox 0 121 108 211.0 0.067 454 7.0 Ox 0 MtFx rt2 rb2 Ox 0 111 144 184.0 0.077 411 8.0 Ox 0 MtFx r12 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt2 PeakAVF 907 907 0.067 650 16.0 0 x 0 MetlFlx rt1 rt1 PeakAVF 907 907 0.067 650 16.0 0 x 0 MetlFlx CITY APPROVED PLANS Reviewed for Code Compliance wrightsoft, PLANS MUST BE ON JOB SITE AM„ek.,ee,k,„,e,,,,„a.er�mPa y Right-Suite®U tiversa1202424.0.01 RSU14048 FOR ALL INSPECTIONS AXP, ...e\Docunents\WrightsoftHVAC\941 GregoryWaynp Calc-MJ8 FrontDoorfaces:W Page 15 of 16 Job: 941 Gregory Way +� wrightsoft° Static Pressure and Friction Rate Date: 01/03/25 entire By. Precision Heating Precision Heating Project Information For: Eagle Ridge Available Static Pressure Heating Cooling (in H2O) (in H2O) External static pressure 0.70 0.70 Pressure losses Coil 0.12 0.12 Heatexchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.39 0.39 Total • supply Return (tt) (tt) Measured length of run-out 3 8 Measured length of trunk 65 53 Equivalent length of fittings 305 150 Total length 373 211 Total efective length 584 Friction Heating Cooling (i n/100ft) (i n/100ft) Supply Ducts 0.067 OK 0.067 OK Return Ducts 0.067 OK 0.067 OK Fitting Equivalent LengthDetails Supply 4AD=60, 11 M=20, 11 M=20, 11 M=20, 11 M=20, 11 M=20,11 M=20, 111=10, 11 M=20, 11 M=20,11 M=20,11 M=20, USR1=35:Total EL=305 Return 6M=20, 11 M=20, 11 M=20, 11 M=20, 11 M=20, 111=10,5D=40:TotalEL=150 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE wrightsoft, 40 A M-Ie k,„,e,,,,„a.ay y Right-Suite@Uriversal202424.0.01 RSU14048 FOR ALL INSPECTIONS 1 AC+CK ...e\Docunents\WrightsoftHVAC\941 GregoryWaynp Calc-MJ8 FrontDoorfaces:W Page 16 of 16