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HomeMy WebLinkAbout24-3263 995 Kelsey Creek Way-SFD city approved plans I I A fully l l y visible Buildings shall have approved address numbers,or approved building ICHE'T' GUSTO DOMES All Ident paced I I HOMES All buildings shall have a permanently posted address,which shall be placed SCALE:¢'= I'-m' at each driveway entrance and be visible from both directions of travel along temporary address the road.Buildings shall have approved address numbers,or approved GENERAL NOTES. LOT-], 5LK-4, GAL ISTOGA SPRINGS SUED V. building Identification placed in a position that is plainly legible,visible from I. FLOOR HEIGHT 15'MIN.ABOVE CURB KELLY CREEK WAY., TWIN FALLS, DAHO the street or frontage road fronting the property and of a contrasting color(IFC 3263HEIGHT. LOT SIZE: .30 AC sign shall be posted 505.1). 2, ALL WORK PERFORMED SHALL MEET CODE COMPLIANCE: 2018 IRC Address size is based on distance from the street:up to 50 ft.is 4 in.,51 to CURRENT ADOPTED CODES of �+ 100 ft.is 6 in.,101 to 150 ft.is 8 in.,151 to 200 ft.is 10 in.and greater is 12 in K E L LY CREEK WAY. BUILDING BUILDING DIST.(INCASE OF DESIGN CRITERIA: On all COnStrUCtlOn CONFLICTING NOTES,THE MORE 40" FLOOR LIVE LOAD c STRINGENT REQUIREMENT SHALL 30• TOP CHORD LIVE LOAD sites and remain i n _ APPLY). �" TOP CHORD DEAD LOAD 3. VERIFY ALL UTILITIES BEFORE DIGGING. 1 -1525 0" BOTTOM CHORD DEAD LOAD 5(DIG LINE DIAL 811 OR I ALL B4<EPT 115 MPH WIND 4. SITE AND STRUCTURE SHALL BE KEPT EXPOSURE:C place until the VERIFY ALL DIMEN5101N.IN CLEAN.SUBCONTRACTOR TO NEW CONSTRUCTION ERRORS OR D SCREPANCIES SE OF SINGLE FAMILY DWELLING CONTACT OWNER OR OU7NER'5 MAIN FLOOR = 1573 SF permanent address RE PROOCCEEEEDIDINAr1VE,BEFORE NG.DO NOT SCALE. ATTACHED GARAGE = ro39 SF 5. DO NOT DRAIN STORM WATER ONTO COVERED PATIO AREA = 220 SF is in place. R-4 ZONE ADJACENT LOTS. ��I�� NOTE: 5' SIDEYARD SETBACKS 6. STRING LINES SHALL 5 PROVIDED I V I V OVER PROPERTY PINS AT TIME OF INSPECTIONS. 20' FRONT SETBACK T. FINAL SIZE AND LOCATION OF SEPTIC a SYSTEM TO BE DETERMINED BY SOUTH FOR ENERGY COMPLIANCE USE PRESCRIPTIVE METHODS 20' REAR SETBACK CENTRAL HEALTH DISTRICT UPON FOR VENTED CRAW SPACES: r OU.NERTION OF TEST HOLES PROVIDED BY I. R-30 MIN IN FLOORS 15 U.E. 2. R-20 MIN IN WALLS _ ------------------------ ------------------------------- 3. R-3a MIN IN ATTIC SPACES OVER LIVING AREAS ` 4. .32 MIN LOW-E WINDOWS FOR CONDITIONED CRAWL SPACES: 20' S.B. IN I. R-19 MIN AT FOUNDATION PERIMETER / ------------ - -- ----------- 2. R-20 MIN IN WALLS 3. R-3a MIN IN ATTIC SPACES OVER LIVING AREAS TOP OF ELEVATION AT 4. .32 MIN LOW-E WINDOWS FOUNDATION TO CURB 01-0' FOR BASEMENTS R-19 MIN a BASEMENT WALLS ,-'� BE MIN. 12"+2% L ABOVE GUTTER NORTH SHEET SCHEDULE: // ISLOMFND.6 IN10- ' ----- -- -- \, FROM FND.6"IN 10' Al - COVER SHEET, SITE PLAN /' /' - ------ ----------- A2 - FOUNDATION PLAN /' / ,43 - FLOOR PLAN, FRAMING NOTES AND DETAILS A4 - BRACED WALL PLAN i' / E EVATION AT A5 - ROOF PLAN ,' S^ I ro LLI A - ELEVATIONS '— � 1� N SLOPE GRADE AWAY ,' � L.f_ FROM FND. 6" IN 10' MIN. �' - 1 O <7> FINAL GRADING TO BE MAINTAINED AFTER 1 fn LANDSCAPING LU LU, I DRAINAGE WATER / 53 11 Z nn RETENTION AR OOEA • / ❑ rrV - AS NECESSARY 41 DO NOT DRAIN STORM y / 5�`m m a WATER INTO ADJACENT LOTS �% Q w Q BERMS / SWALE TO BE -A MAINTAINED11 E AFTER FINAL INSPECTIOS %/ ��� QO W USE BEST MANAGEI"fE i 0 O Ir o N m PRACTICE TO BETA i F. 00 � m OF STORM WAT 1 °0 y o LL ~ ON PROPERT 0 0 w Z 6ou pR ACE / Separate permit required for future shop °a m a m 1 U N Z a W �/ PROPOSED FUTURE DETACHED ?$ L '� n W j ' GARAGE28X32 s s> J � of 1 O p p u m N JSLOPE GRADE AWAY O FROMFND.6"IN10' b / CITY APPROVED PLANS �� a 1E o E / Reviewed for',Code Compliance a a / ------------------------------------------------------------ PLANS MUST BE ON JOB SITE oa FOR ALL INSPECTIONS ° a% W 7' S.B. MIN PAGE #: m -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- 1 � WHILE EVERY EFFORT HAS BEEN MADE TO PERFORM A 1 J( COMPLETE AND ACCURATE PLAN REVIEW,IT DOES NOT EXEMPT THE DESIGNER OR BUILDER FROM CODE REQUIREMENTS OMITTED FROM DRAWINGS THAT ARE CAUGHT DURING FIELD INSPECTIONS. 1 DO NOT DRAIN STORM WATER E. ONTO ADJACENT LOTS Page 1 of 17 � of � 10T-S}' _ FOUNDATION NOTES: -------------------------------- I. VERIFY BOTH GARAGE DOOR BLOCK OUT SIZE WITH MANUFACTURER/SUPPLIER. 2. PROVIDE EXPANSION JOINTS IN ALL FLATWORK AS NECESSARY. 3. ALL FLAT WORK TO BE 4' +/- ABOVE COMPACTED 4S'-2' 2'-10' 4'-0' GRAVEL SLOPE J'PER 12"TO GARAGE DOORS FOUNDATION VENTS OR AWAY FROM FOUNDATION WALLS. •oc.LAYOUT LINE of OVER DIG 4. ALL SINGLE STORY FOUNDATION WALLS TO BE MIN.6"X 24"W/(2)"4 BARS SPACED EQUALLY, RUNNING CONTINUOUS. FOOTINGS ARE 16'X a'W/ r- ---------- ---- ---------- ---- ---------- ---- ---- -- C2J"4 BARS RUNNING CONTINUOUS. 5. VERTICAL"4 BARS 64'-D"OC,IN STEM WALL AS SHOWN IN DETAIL. II II II II II II II II II II II II II II II II II II II II II II II II III 6. ALL FOUNDATION WALLS SHALL BE MIN 3000"/50 IN COMPRESSIVE STRENGTH 620 DAYS.ANY III II II II II II II II II II II 11 PORCHES,II PARKING SLABS STEPS AND GARAGE I II II II II II II II II II II II II II II II III FLOOR SLABS SHALL BE MIN.3,500"/50 IN COMPRESSIVE STRENGTH-2a DAYS, II II II II II II II II II 11 II II II II II II II II II II II II II II II II II II II II II II II II III J'0<10'A.B.6 4'0"O.G.MAX.EACH SECTION OF III II II I�II II II II II II II II II II II II II II II II II II II III _ 1. SILL PLATE MUST HAVE MIN.(2)ANCHOR BOLTS. _ MAX DISTANCE FROM END OF ANY SILL PLATE III III SECTION TO ANCHOR BOLT SHALL BE 12'. II II II II II II II II II II II II II II LII— II —II I II—II II—II II—,L II—,L 11—I yl—it til—YY—II—YY—I��—IL JL—IL Jl—IL y—U-i1—IL_ —L-11—� S. PONY WALLS TO BE 2X4 16'O.C.WITH PRESSURE IIII IIII IIII IIIIII IIII IIII IIII IIII 1I1I II II II II �I I—IIII II II I I II I I II II II II II II II II II II II II I II II II TREATED SILL PLATE,AND DOUBLE TOP PLATE. -11--14 9 ROOF /SECOND FLOOR BEARING ONY WALLSJ I � O BE SOLID RUNNING _ PERPENDICULAR TO JOISTS,AND FRAMED TO SUB III III II FLOOR WHEN RUNNING PARALLEL TO JOISTS. II II II II 11 11 11 11 11 11 L 10,ANY NAILS THAT PENETRATE CONCRETE OR III II II II II II II II II II II II II II II III PRESSURE TREAT LUMBER TO BE HOT DIPPED II II II II II II II II II II II II II II IL GALVANIZED OR EQUAL. p' II II II I II II II II II II II II II II II II 0 I IIIIII— II III IIIIII II II II II II II II II II II C II — 11, PROVIDE CONTINUOUS CRAWL SPACE VAPOR30'CLEAR BELOW FL BARRIER OF 6 MIL VISQUEEN. RAWL AS NEEDED 12, COORDINATE EXACT LOCATION OF SIDEWALK OOR S PADS WITH OWNER.JOISTS MIN.OVER DIG AND CONCRETE 11 11 I I 11 13 R40a.1.1 VENTILATION REQUIREMENTSI -- — — — — — — -------:kZ—: -- -- ----- — 11 11A. I sgft OF VENTING PER 150 sgft OF CRAWL m -IT- - - -- - - _ - y-� SPACE WITH OUT VAPOR BARRIER 11 11 11 111 11 11 11 11 11 �1- �1- �I IL 11 11' B. 1 sq ft OF VENTING PER 1500 5QFT OF CRAWL II II II II II II II II II II II II 11 11 11 11 11 II II II I II II II II II 11 II II II II II II II II II II II II II II II II II II II III II S SPACE WHEN CLASS I VAPOR BARRIER S USED III III 11 11 11 11 11 I Ili II WITH A MIN OF 4 VENTS AROUND THE PERIMETER II II II II II II II II II II II II II II II II II V OF THE STRUCTURE,I WITHIN 3 Ft ON EITHER SIDE 11 11 11 11 11 11 OF EACH CORNER OF THE BUILDING. II II II III II II II II 1 II _ II 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 m i II II II 111 II II II II I 1 ii ii �� �� 11 1 II IT--Tr- II�rP-�Ir III-n II � I III II II III II II II III I Iliiiiiii iiiiIIIIIIIIIIIIIIIII III II II II1111I I — — — — — L-- ♦- fll II II 111 11 11 11 11 11 11 II II II II Ir ---1 I III II II II II II I���I 11 11 11 11 L II II II II II_ II II II 11 II III -- ---1 11 11 11 11 11 11 11 11 11 11 III I III II II II II II II II II II 11 11 11 11, II a i i III I 9 11 PT, — II II II II II II II II 11 I � I I I 1/2'DRYWALL Z 9 R 9 INSULATION O.C. - -4 1/16"O.S.B.SHEATHING W OL 12'-64 2 VA Z FOR BARRIER Q 0 - SIDING W Q N _ CITY APPROVED PLANS -Li W Q W L o 1m'-o1 Reviewed for Code Compliance 2X6 P.T.SILL PLATE = N u Q w I/2"DIA ANCHOR BOLT 4'O.G. p Z Q 4'CONCRETE FLR (- ISOLATE PIERSFROM PLANS MUST BE ON JOB SITE _ CONCRETE SLAB ACCORDING TO FINISHED COLUMN 51ZE 1 J= - - 6'X 24'CONCRETE FOUNDATION WALL Y n 0 INCLUDING ANY MASONRY ANCHOR BOLT FOR ALL INSPECTIONS II U "4 REBAR VERT.40'O.C. U U O LL SPACED IN EQUAL INCREMENTS COMPACTED GRAVEL ICI C2)"4 REBAR HOR CONT. LU m 4 XP4 POST 4 POST CAP w/2"X 2'PLATE WASHERS 51MP50N AB44 POST BASE J III-II- -III: U N U 12"X 12"X 24'FOOTING r MICROLAM Q - (y F " 16 &FOOTING )-4 REBAR HOR CONT. W O Z O ~ SIMPSON POST CAP 1 Q 0 N W L I ————————————————————— w � > W 2 z 2 ri G,4RAC3E UJ,ALL DETAIL 22'-0' 4'-0' Z� MIN X.PO,T VAPOR REDARDER HAVING SIDING OVER l/16'OSB PEFFOFdYANGE RATING OF ID OR LESS Q Q WRAFED AS SHEAR WALL 4,'GYP BD TYP FINISH 4,'#XIO'AM.®4'-O'O.G. R-20 MIN.INSULATION '/+'Te 056 FLOORING Q Q 0 SIMP50N POST BASE 4 2X6®16'O.G. 94,•5000 SERIES BCI'S o I6' 6'X 24'CONCRETE FOUNDATION WALL Op V REBAR VERT,4'O.G. 2X6 P.T.SILL PLATE 2-•4 REBA NOR. p N CONC.PATIO Q II --IQQ Q • V - JOIST HAN ER 21-/ II III m IIINSU A ETOR30 �Y �/ II II III—II 2'-8 21-OII m o e� 1C/ M 2' X4 PONY WALL a 24'OL.HE ExcavAno i W P.T.PL Z a =E III 1 811 W I I—IIII I. .1 11 I I • IIIIII 12)c T I BARS • PAGE #: IN B'XI6'FOOTING ItYP) ()CONT•4 BARS I - II B BIER 6FOR IN 8'XI6'FOOTING TIP) ISGNJEEN) IN CRAWLSPACE CONTINUOUSLY SHEATHED TYP DROP A2 JOIST FOOTING DETAIL INSULATED SEE PLAN TYP POST AND FLOOR N.T.5. Page 2 of 17 PIER DETAIL 9 2 of ro E: _ 49'-2' 2'-10' 4'-0' I I II I I II'-Y 2'-47� IT'-3' COVERED PATIO 14'-m'X e' 1 12 5_S3 5-41. 81-31• ��-41. ro_&4 5� 4 3 8'-6' 3'-6' 3 4 I I p 5F_ I 403E P O4040 HS 6068 PATIO DOOR ""-""""""" 601E P r_ X 3050 SH r-ryW -ILI- DINING ROOM BEDROOM 2 KITCHEN ULT VAULT 1 L: LE COF-EMASTER SUITE a 0000 18k24 MIN DRAWL SPACE I G T R CLG FF, _ - ACCE66 REQUIRED WITHIN 20 FT OF ALL UNDER FLOOR CLEANOUT6 Im'-I b'cEILING_ Ed O ® _4 CEILING FRONT ELEVATION s ae'VAN 6-02 6'-221. "A n \O POC T 4010 H5 L24&6 RF G BddS C HEADER SLOPE J MB p/ 12 S ) 5F S - m S Xn\ O H5 e 9 W a .LC F. °i O y � / o � a BEDROOM 3 LAUNDRY 12 9'-I d•CEILING 9'-I b'CEILING 2668 0, CRAWL ESS I CRAWL ACCESS P KET 6' 3 O 18 X 24' .I 18 X 24'MIN,C/6 �I = - -�„KET� 4040 HS n - 'I I• 3'-l' B JAMB 11 B a ___________L,_ a N � I GREAT ROOM 890E I AULT - W 1-FREEZER WTLETS O ❑ ❑ I _ � � m FIIRN O yg I 6 899E I m 20 MIN.LABLED • -I 3/a•x 9 1a•LVL I I l'- 7-T2 PROVIDE5 IMPACT BEDROOM 4 500 HS '^ PROTECTION PER - s'-I b'cEIUNG 5068 IRC CODE 9 I s ATTIC ACCESS 0 a 1XI RIG-IT SIDE ELEVATION 4050 HS zll 71 12 ITY APPROVED PLANS N COVEREDTIQ " 5 Re vl d for Code Compliance Il0 U 0 PLANS MUS ON JOB SITE e FOR ALL INSPEC S Wz 4 W O N LIJ 5' (3Q O m 4 0 5 0 I � O N Q Z 0 J I O lL V I Y 17 I U U O I r I } O J I W J I 3 m J 18'X 8-m'OVERHEAD DOOR 0 U N Q J c5-PF CS-PF 22'-0' REAR ELEVATION u W N ° WWW 20'-0• 1m'-m' CO1NTINUOU$2-1 3/4'X 11 7/8'LVL 4'-0' Smoke Detector location: Smoke alarms shall be at least 3'away Q Lu Smoke alarms and smoke detectors from bathroom doorway,unless this � O would prevent placement of a smoke R315.1 Carbon monoxide alarms.For NFPA(Chapter 29 Smoke alarms shall not be installed in z L m N s6'-m• shall not be installed within 36" P P ( P ) new construction,an approved carbon the following horizontal path from the tip of the blades alarm required by NFPA 72 g locations unless this would prevent placement U Q monoxide alarm shall be installed of a smoke alarm. of ceiling-suspended fan. outside of each separate sleeping area 1.1onization smoke alarms shall not be installed less than in the immediate vicinity of the 20'horizontal) from a permanently Installed cooking CzENERAL NOTES: Y P v 9 04 X FIRST FLOOR LIVING AREA 1535 s ft bedrooms in dwelling units within which Oi For tray-shaped ceilings(coffered 9 appliance. � g GARAGE AREA 6r05 sqi t ceilings),smoke alarms and smoke fuel-fired appliances are installed and in 2.1onization smoke alarms with an alarm silencing switch e I. DESIGNER ASSUMES NO RESPONSIBILITY FOR Smoke Detector location: dwelling units that have attached COVERED PATIO 112 SCI ft STRUCTURAL INTEGRITY,VERIFY ALL STRUCTURAL detectors shall be installed on the shall not be installed less than 10'horizontally from a Smoke alarms and smoke detectors garages.v COVERED FORCH 10,5 SCl ft SPECIFICATIONS W1 MANUFACTURER TRUSS highest portion of the ceiling or on the permanently installed cooking appliance. <{ < shall not be installed within a 36" VENDOR OF ENGINEER. sloped portion of the ceiling within 12" 3.Photoelectric smoke alarms shall not be installed less G N 2. WINDOWS MARKED AS EGRESS SHALL MEET horizontal path from the supply register vertically down from the highest point. than 6'horizontally from a permanently installed cooking REQUIREMENTS OF THE 2015 IRC.MIN.SIZES= (ob"X of a forced air heating or cooling system Please reference NFPA 72 Chapter appliance. 4a"SINGLE VENT OR SLIDER)(36"X 60'SINGLE and shall be installed outside of the 29.vv O E HUNG)(30"X 40"CASEMENT). direct airflow from those registers. NN > M 3. COORDINATE ALL INTERIOR AND EXTERIOR FINISH, a M 9 MATERIALS,COLORS,AND QUALITY WITH OWNER. 19 LEGEND 4. COORDINATE KITCHEN DESIGN AND LAYOUT WITH 2 L OWNER 09 0'4 O5. BATH AND RANGE HOOD FANS INDICATED SHALL 3 EGRESS WINDOW SYMBOL VENT TO OUTSIDE AD MEET ALL REQUIREMENTS OF 12 THE 201a IRC.AND BE SMOOTH PIPING WITH MIN 50 3 P O SMOKE DETECTOR CARBON CFM. e'-I§'T,P. a 6. VENT DRYER EXHAUST TO DUCT IN WALL AND © MONOXIDE DETECTOR VENT OUTSIDE. 1. THE UPC REQUIRES A CRAWL SPACE ACCESS _ WITHIN 20 FEET OF ALL UNDER FLOOR CLEANOUTS. O PAGE #: FAN UNIT a. J"TYP"X'SHEETROCK ON CEILINGS AND WALLS BETWEEN GARAGE AND LIVING SPACES INCLUDING TD TEMPERED GLASS INTERIOR BONUS ROOMS. -41 S. ALL WINDOW AND EXTERIOR DOOR HEADER ARE BEARING WALL (2)2XI0'S OR EQUIVALENT UNLESS OTHERWISE - NOTED. 10,ALL EXTERIOR AND BEARING WALLS STUDS, - - HEADERS,RAFTERS AND POSTS TO BE DOUGLAS " FIR LARCH-2 OR BETTER U.N.O. 0'-0'FF. - 11. WALL HEIGHTS: -- - -- -- ---- " 0 s' vs LEFT SIDE ELEVATION of E. _ TABLE R602.105 MIN LENGTH OF BRACED WALL PANELS ADJACENT CEA MIN LENGTH CINCHES) METHOD H IGHT!INCH S) CONTRIBUTING SEE TABLE OPENING WALL HEIGHT LENGTH R&O2.10A HEIGHT(INCHES) (INCHES) r64 24 21 SO 33 36 68 2& 21 30 33 36 N N 12 21 21 30 33 36 N l6 30 2S 30 33 36 - 80 32 30 30 33 36 s 0 84 35 32 32 33 36 Be 38 35 33 33 36 1 92 43 31 35 35 36 — — 96 48 41 38 36 36 0 0 100 44-4 38 38 ACTUAL CS-WSP 1 4 49 433 40 39 CS-SFB 100 - 54 46 43 41 112 - - 50 45 43 11( _ _ 55 48 45 120 60 52 48 -,Z. 16- 1' 9'S3' 3'aa��� SDc A,6 AND c, 28 32 34 38 42 4 44 4 4'-0' 4 -4 ULTIMATE WIND SPEE 2 D <Ho MPH ABw 4e SDC D.D.AND D. ULTIMATE WIND SPEED 28 32 34 NP NP R.l'-O' P.15'-4' (I) (1) (I) <140 MPH (I) 4036 P SUPPORTING ROOF ONL 16 18 20 NOTENOTE 1.5 X ACTUAL -- -- CS-PF 4040145 6068 PATIO DOOR ------------ E E Oa 6016 a 3050 SUPPORTING ONE STORY 16 IS 20 NOTE40TE ACTUAL _ woo v AND ROOF E E A. LINEAR INTERPOLATION SHALL BE PERMITTEDB. USE THE LENGTH WHERE IT IS GREATER THAN OR EQUAL TO MIN.LENGTH. C. MAX HEADER HEIGHT FOR PFH 15 10 FEET IN ACCORDANCE WITH FIGURE R602.10.62,BUT WALL HEIGHT SHALL BE PERMITTED TO INCREASE TO 12 FEET WITH PONY WALL, 8905 0 D. MAX HEADER HEIGHT FOR PFG 15 10 FEET IN ACCORDANCE WITH FIGURE R602.10.63,BUT WALL HEIGHT SHALL BE PERMITTED TO INCREASE TO 12 FEET WITH PONY WALL. v E. MAX HEADER HEIGHT FOR CS-PF 15 10 FEET IN ACCORDANCE WITH FIGURE R602.10.6.4,BUT ®® WALL HEIGHT SHALL BE PERMITTED TO INCREASE TO 12 FEET WITH PONY WALL. 00 I TABLE R602.10.4 BRACING METHODS o O METHOD MATERIAL MINIMUM CONNECTION CRITERIA SS THICKN (1)CS-WSP WOOD STRUCTURAL PANEL 3/8' Sd COMMON(2.5'X 0.131 m 6'SPACING 0 2668 EDGES)AND AT 12'SPACING(INTERMEDIATE SUPPORTS) 0 POCKET �� i STAPLE(16 ga.I'0 3'SPACING EDGES) 2465 8"2 O KERF AND AT 6'SPACING(INTERMEDIATE SUPPORTS) JAMB (2) PFLI CONTINUOUS PORTAL FRAME PER SECTION SEE FIGURE R602,10,62 WITH HOLD DOWNS R602.I0191.2 4016 HS s N� (3)CS-PF CONTINUOUS PORTAL FRAME PER SECTION SEE FIGURE R602.10.6.4 R602.10.6.4 2668 ]70,.1ET 2030 SN 4040 AS AMB OBS 6905 ID TABLE R602.103(U OO BRACING REQUIREMENTS BASED ON WIND SPEED (EXPOSURE CATEGORY B) Y 899Z BASIC BRACED MIN.TOTAL LENGTH WIND STORY WALL LINE (FEET)OF BRACED @ z 5PEED LOCATION SPACING WALL PANELS REQ'D 880E (MPH) (FEET) 0 5050 AS METRO METHODS v 5068 GB CS-WSP,CS-G W f GS-PF _ 0 10 3.5 IS N W W v 20 6,0 3.0 W Q W L Q 0 PROVIDE 2X4 PANEL EDGE 405 5.5 N p Z `T BLOCKING s ALL DESIGNATED S 115 50 14.0 l.0 Q R.4'-6' P. -3' 4m50 AS BRACED WALL PANEL LOCATIONS 60 16.5 8.0 (ALL"RIP'SHEETS MUST BE 12'MIN,) V Q U -- to tu -- -- -- -- -- - -- 4'-0' 6�_m. 4'-0- 13'_6' 2'-34' } m 3m'_m• CITY APPROVED PLANS u m Q CID e e Reviewed for Code ComplianceIlk w PLANS MUST BE ON JOB SITE ° W z o ~ -- --------------------------, FOR ALL INSPECTIONS U �� e1�.Ga. 1 o } i o 0 0 m Z " a u I) cn I I I I I I � 0 w.a�moew�o wm.'ne � g I I vEa�°"wi'rE" O 9 p �.,.s..sxEo wo,�so.ri�w IS'X 8'-0.OVERHEAD DOOR — -- -- -- ------------ a i - o.c> m E 2 � ,0 soesarare..c 26'_0. I § snoon,w 9�i � .waa.� rwrEwumcrwx `y, 4o a e e e ,q f• a 0� 0 9 a I oven conere on r�soxnr e�ocx rouxwrxxi LuJ = e e e xc � dw � � I gcmi".cBOLnis su PAGE #: A -4 E �nox e ern�x �, Panoxe 4 of 1 of E. _ D D wau Wall 27 — TOP Plate 26 — Top Plate ROOF FRAMINrg NOTES: I. TRUSS DESIGN AND LAYOUT SHALL BE PROVIDED AT FRAMING INSPECTION. 2. PROVIDE MEANS TO RESIST UPLIFT AT EACH LOCATION SHOIUN ON TRUSS DESIGN DETAILS, msmu tllagonally Products ran he on the tg 3. PROVIDE COLLAR TIES FOR HAND FRAMED ROOF RAFTERS, frame h other eara�� orae_elhe w°Srs°Idea they minimum 2x truss. gored a hown. 4. COORDINATE EXACT LOCATION OF ATTIC ACCESS WITH AVAILABLE HEADROOM IN ATTIC ABOVE HATCH. PROVIDE MIN 30"HEADROOM ABOVE HATCH PER 2010 IRC. 5. TRUSSES TO BE DESIGNED TO: e wau 30- TOP CHORD LIVE LOAD 128 Top Plate D 1" TOP CHORD DEAD LOAD 3 I0. BOTTOM CHORD DEAD LOAD IIS MPH WIND ol 6, 16"OVER HANG TYP I 1 Fa 1, GIRDER TRUSS: —__ __— 8. PITCH = 3�'HEEL H2.5T h' PITCH 5 HEEL 9. ROOF VENTING Nailing into both sides of single plywo2ox truss it. I sgft VENTING PER 300 sgft OF ATTIC FROM UPPER ROOF i - Maus the d to spot. Fi AND}FROM SOFFIT OR INTAKE VENTS. I V I 0 I I � D I I I ----------- m A ii -- II II li o o i o II II F2 I u II iiR-J— M I Strong-Driv TRUSS Screwp SDWC15600Oof a—T.Tre_ =h -o Q t. m II II red u♦m III %�orEw-�% III III OVER FRAI"IINr3 DETAIL II III UNLESS NOTED OTHERUJISE El I II L L]UCT III I II u w a Z W - W - -- -- - -- -- -- � III LU i u ofit 0 II lu t0 U U O U m Q J m p W z o 20'-0' Q N =3 W Lu > W Nj I I III O O � � a7 N II CITY APPROVED PLANS �� o 22'_0' Reviewed for Code Compliance If X s PLANS MUST BE ON JOB SITE ASPHALT SHINGLES LUME,FELT FOR ALL INSPECTIONS ° e� 1116 O.S$.SHEATHING - .E.TRUSSES m24'O.G. dw R-35 MIN.IN5ULATION r��D BAFFLE 2-H2BA EACH END2X6 SUB FACIAL CERTIFICATION STAMP PACE #: ON EACH TRUSS DOUBLE 2X6 TOP PLATEUM FASCIA AND SOFFIT Jxx( I/2 GONT ALM SOFFIT VENT LL TYP EYE DETAIL .16.O.C.FIRST FLOOR NSULATIONN.T.S. SHEATHING Page 5 of 17 � of E. _ Load Short F Job: Gregory Ave +� wrightsoft' oa Form Date: Entire House By: Precision Heating Precision Heating Project • • For: Richey Custom Homes 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/Ib) 58 -36 HEATING EQUIPMENT COOLING EQUIPMENT Make Bryant Make Bryant Trade BRYANT Trade LEGACY 14 SEER2 AC Model 800SA4807OE21 Cond 114SAN03000NAO AHRI ref 203359619 Coil CVPVA3014XMC+880TB36070C14 AHRI ref 213453609 Efficiency 80AFUE Efficiency 12.0 EER2,14.5 SEER2 Heating input 66000 Btuh Sensible cooling 18760 Btuh Heating output 53000 Btuh Latent cooling 8040 Btuh Temperature rise 63 °F Total cooling 26800 Btuh Actual airflow 893 cfm Actual airflow 893 cfm Air flow factor 0.028 cfm/Btuh Air flow factor 0.053 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 Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Laundry 77 1529 449 43 24 Bed 115 3177 1078 90 57 Bed 2 130 2650 2602 75 138 Bath 1 50 977 297 28 16 Bed 3 130 3708 1766 105 94 MB C19 AP Vw PR D PLA i 80 87 Master 169 4424 2819 125 150 Great Reviewed for16DIWe Compliarmg 318 311 PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft® Page 6 of 17 2024-Od-22 17:07:03 1, AM,•t•�.�,•x••.•,�mw, Right-Sute@Urrversa1202424.0.01 RSU14 47 Page I� C:\Users\karis\OneDrive\GregoryAve.np Calc=MJ8 Front Door faces:SW Entire House 1405 31531 16781 893 893 Other equip loads 3311 974 Equip.@ 1.00 RSM 17755 Latent cooling 0 TOTALS 1405 34842 17755 893 893 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2024-Oct-22 17:07:03 n.-Ieedo6treHa�6a.y—,n, Right-Sute®Uriversal202424.0.01RSU1447Page 7 of 17 Page A+0'- C:\Users\karis\OneDrive\GregoryAve.rup Calc=MJ8 Front Door faces:SW +� wrightsoft" Building Analysis JDo e e . Gregory,/ Entire House By: Precision Heating Precision Heating Project Information For: Richey Custom Homes 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/Ib) 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 amme Component Btuh/ft2 Btuh %of load Walls 4.7 6656 19.1 Glazing 23.8 2675 7.7 Walls Ventilation Doors 0 0 0 Ducts Ceilings 3.0 4202 12.1 Floors 8.1 11436 32.8 Glazing_ Infiltration Infiltration 3.3 4196 12.0 Ducts 2366 6.8 Piping 0 0 Humidification 0 0 Ceilings Ventilation 3311 9.5 Adjustments 0 Floors Total 34842 100.0 Component Btuh/ft2 Btuh %of load Walls 1.0 1416 8.0 Glazing 42.9 4818 27.1 Walls Ventilation Doors 0 0 0 Internal Gains Ceilings 2.2 3090 17.4 Floors 2.4 3364 18.9 Glazing Ducts Infiltration 0.5 637 3.6 Infiltration Ducts 1107 6.2 Ventilation 974 5.5 Internal gains 2350 13.2 Blower Floors Adjustments C li Total PE74Y APIRb OVED PLANS Latent Cooling Load=0 Btuh Reviewed for Code Compliance Overall U-value=0.165 Btuh/ft2--°F, Window j FloorArea=8.0% PLANS MUST BE ON JOB SITE Data entries checked. FOR ALL INSPECTIONS ^` wrightsoft Right-Srite®Uriversal 2024 2,1.0.01 RSU14Page 8 of 17 2024-Oct-22 17:age 1 ACCp` C:\UsersUcaris\OneDrive\GregoryAve.rup CaIc=MJ8 Front Door faces:SW om onent Constructions Job: Gregory Ave +� wrightsoft' C C i p Date: Entire House By: Precision Heating Precision Heating Project Information For: Richey Custom Homes Design Conditions Location: Indoor: Heating Cooling Twin Falls AP,,ID,US Indoor temperature(T) 70 75 Elevation: 4150 ft Design TD(T) 68 20 Latitude: 42°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 58.2 -36.3 Dry bulb(°F) 2 95 Infiltration: Daily range(T) - 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 WLT/Btuh Btuh/W Btuh BtuKV Btuh Walls 12F-0sw.Frm wall,wd ext, 1/2"wood shth,r-21 cav ins,5/8"gypsum n 410 0.065 21.0 4.42 1812 0.99 408 board int fnsh,2"x6"wood frm, 16"o.c.stud a 229 0.065 21.0 4.42 1013 0.99 228 s 236 0.065 21.0 4.42 1043 0.99 235 w 291 0.065 21.0 4.42 1284 0.99 289 all 1166 0.065 21.0 4.42 5152 0.99 1159 Partitions 12C-0sw.Fnn wall,stucco ext,r-13 cav ins,2"x4"wood frm, 16"o.c.stud 243 0.091 13.0 6.19 1504 1.06 257 Windows 1 glazing,clr glz,vnl frm mat, 1/8"thk: 1 glazing,clr glz,vnl frm mat, 1/8" n 40 0.350 0 23.8 952 19.2 770 thk;NFRC rated(SHGC=0.64);6.67 ft head ht e 27 0.350 0 23.8 652 67.1 1839 s 25 0.350 0 23.8 595 34.7 868 w 20 0.350 0 23.8 476 67.1 1342 all 112 0.350 0 23.8 2675 42.9 4818 Doors (none) Ceilings 1613-21 ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-21 veil ins 1405 0.044 21.0 2.99 4202 2.20 3090 Floors 19A-0bstp:Part floor,frm flr,6"thkns CITY AP P ROVED°DEANS 0 8.14 11436 2.39 3364 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS 41- wrigi,tsoft® 'a e 9 of 17 2024-Od-22 17: e 1 wM.=ek-I�- �.e"=��=-=.��m��. Right-Sute®Urrversal 2024 24.0.01 RSU14 ry Page 1 ACCk C:\Users\karis\OneDrive\GregoryAve.rLp Calc=MJ8 Front Door faces:SW a`.JJ +� Project Summary wrightsoft" J Gregory Pare Entire House By: Precision Heating Precision Heating Project Information For: Richey Custom Homes 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 ASHRAE 62.2-2010 Moisture difference -36 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 29165 Btuh Structure 15674 Btuh Ducts(R-6.0) 2366 Btuh Ducts(R-6.0) 1107 Btuh Central vent(52 cfm) 3311 Btuh Central vent(52 cfm) 974 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 34842 Btuh Use manufacturer's data n Rate/swin multiplier 1.00 Infiltration Equipmen�sensible load 17755 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 286 Btuh Ducts -147 Btuh Central vent(52 cfm) -1092 Btuh Heating Cooling Outside air Area(ftz) 1405 1405 Equipment latent load 0 Btuh Volume(ft3) 12641 12641 Air changes/hour 0.31 0.16 Equipment Total Load(Sen+Lat) 17755 Btuh Equiv.AVF(cfm) 65 34 Req.total capacity at 0.70 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Bryant Make Bryant Trade BRYANT Trade LEGACY 14 SEER2AC Model 800SA4807OE21 Cond 114SAN03000NAO AHRI ref 203359619 Coil CVPVA3014XMC+880TB36070C14 Efficiency y�:_p 2.0 EER2,14.5 SEER2 Heating input uhAPPRO i R"- Ns 18760 Btuh Heating output 13000 Btuh Latentcooling 8040 Btuh Temperature rise ne�iiewed for CoIliance 26800 Btuh Actual airflow 8 cfm ua air w 893 cfm Airflowfactor 0a UST Brstrt use SITE 0.053 cfm/Btuh Static pressure 0. I r e 0.70 in H2O Space thermostat FOR ALL IN oadefs�h�at ratio 1.00 Calculations approved by AC to meet all re i ments f Mail J 8th Ed. - wrightsoft" 2024-Oct-2217:07:04 �� Right-Sute®Uriversal 2024 24.0.01 RSU14047 Page 1 At& C:\Users\karis\OneDrive\GregoryAve.rup Calc=MJ8 Front Door faces:SW AED Assessment Job: Gregory Ave +� wrightsoft Date: Entire House By: Precision Heating Precision Heating Project Information For: Richey Custom Homes Design Conditions Location: Indoor: Heating Cooling Twin Falls AP,,ID,US Indoor temperature(°F) 70 75 Elevation: 4150 ft Design TD(T) 68 20 Latitude: 42°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 58.2 -36.3 Dry bulb(°F) 2 95 Infiltration: Daily range(°F) - 30 ( H ) Wet bulb(°F) - 61 Wind speed(mph) 15.0 7.5 Test for • - • Exposure Diversity Hourly Glazing Load 7,000 6,000 5,000 L J Qr a 4,000 m N 3,000 2,000 1,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day Hourly /Average /AED limit CITY APPROVED PLANS Maximum hourly glazing load exceeds average by 17.7%. Reviewed for Code Com liance House has adequate exposu diversity(AED), based on AED limit of 0%. PLANS MUST BE ON JOB SITE AED excursion: 0 Btuh FOR ALL INSPECTIONS -01,- wrightsoft- _�R_""�- 2024-Od-2217:07:04 �, M,=ek �- ,.. .r^=-=•om�^ Right-Sute®Uriversal202424.0.01 R g e 11 of 17 Pagel A C:\Users\karis\OneDrive\GregoryAve.rrp Calc=MJ8 FrordDoorfaces:S� � Q�;JJ Loads for Multiple Orientations Job: Gregory Ave +� wrightsoft' oa p entatons Date: Entire House By: Precision Heating Precision Heating Project • • For: Richey Custom Homes 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(grAb) 58.2 -36.3 Dry bulb(°F) 2 95 Infiltration: Daily range(°F) - 30 ( H ) Wet bulb(°F) - 61 Wind speed(mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load(Btuh) 18943 17987 19105 18540 18674 17755 18763 18635 Latent Load(Btuh) 0 0 0 0 0 0 0 0 Total Load(13tuh) 18943 17987 19105 18540 18674 17755 18763 18635 Heating AVF(cfm) 893 893 893 893 893 893 893 893 Cool ingAVF(cfm) 893 893 893 893 893 893 893 893 Building Orientation Cooling Load 20000 m 15000 a m 0 J 10000 O O U m 0 5000 0 N NE t.,k I I 1 11 tEl r-LW NW FJpMLggA4f.?bgpMe,Pompliance Current Orientation: Front Door fa sFos5 MUST BE ON JOB SITE Highest Cooling Load: Front Door fa I sEast FOR ALL INSPECTIONS Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft® gage 12 of 17 2024-Oct-2217:07:06 1, 1 e•�.��,exa a.a,�mw, Right-Site®Uriversal 2024 24.0.01 R 14 Page 1 C:\Users\karis\OneDrive\GregoryAve.rup Calc=MJ8 Front Door faces:SW N Sheet 1 159 cfm 150 cfm �9cfm Bed 3 7 — — _ Master 105 cfm — 53 cfm 28 cfm 389 cfm real 51'-0" 3 cfm M B 7 cfm Bed 2 MC El Laundry 8 cfm 138 cfm — — 71-6 a90 cfrn 14" B;90 1 6 cfm Garage CITY APPROVED PLANS Reviewed for Cole Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Job#: Gregory Ave Precision Heating Scale: 1 :90 Performed by Precision Heating for: Page 1 Richey Custom Homes Page 13 of 17 Right-Suite®Universal 2024 24.0.01 RSU14047 2024-Oct-2217:07:40 s\karis\OneDrive\GregoryAve.rup • _ _ • • _ Form • • RPER 1 ACCK® for • (Loads, • • 15 Mar 09 Air Cordtioning contractors oFAnw a Header Information Contractor. REQUIRED ATTACHMENTS ATTACHED Precision Heating Manual A Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MAAE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No Duct distribution sketch: Yes ❑ No Home address(Street or Lot#,Block,Subdivision): Entire House HVAC LOAD CALCULATION40 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 2 °F Orientation: Front Door faces Southwest Indoor temperature: 70 'F North East,West South Northeast Northwest Southeast,Southwest Total heat loss: 34842 Btuh Number of bedrooms: 4 Conditioned floor area: 1405 ft2 Summer Design Conditions Number of occupants: 5 Outdoor temperature: 95 °F Indoor temperature: 75 °F Windows Roof Grains difference: -36 gr/lb @ 50%RH Eave overhang depth: Q ft Sensible heat gain: 17755 Btuh Internal shade: none Blinds,drapes,etc. Ea" e Latent heat gain: 0 Btuh Depth window Total heat gain: 17755 Btuh Number of skylights: 0 HVAC EQUIPMENT • 40 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: Split AC Heating cfm: 893 Fvrece,Heat pump,Boiler,etc. Air conditioner,Heat pump,etc. Cooling cfm: 893 Model: Bryant Model: Bryant Static pressure: 0.70 in H2O 800SA48070E21 114SAN03000NA0 Fan'srated external static pressure for design airflaw Heating output capacity: 53Q00 Btuh Total cooling capacity: 26800 Btuh Heat pumps-capacity at winter design outdoor concitia Sensible cooling capacity: 18760 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 8040 Btuh HVAC DUCT DISTRIBUTION •1 Design airflow. 893 cfm Longest supply duct: 258 ft Duct Materials Used Equipment design ESP: 0.70 in H2O Longest return duct: 279 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 537 ft Available static pressure(ASP): 0.39 in H2O Friction rate: 0o 073 in/100ft Branch duct: Sheet metal Friction Rate=ASP=(rELx 100} 1 declare the load calculation,equipment,eqUiPME n'se ectie,i and 111,c t rJJ�F,�n�'�13F E riC or OU z ly per 0i T1 3cl be sed on the building plan listed above. I understand the claims made on these forms will b 3 subject to review and ventication. ReVIeWeCl7TFCMe omp lance Contractor's printed name: Contractor's signature: Date: FOR ALL INSPEISTIONS Reserved for or Authority *Home qualifies for MAAE Form based on Abridged Edition Checklist Page 14 of 17 wrightsoft`� Right-Srite®Uriversal 2024 24.0.01 RSU14047 Duct System S Job: Gregory Ave +� wrightsoft' uc yem Summary Date: Entire House By: Precision Heating Precision Heating Project • • For: Richey Custom Homes 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 0.187/0.203 in H2O 0.187/0.203 in H2O Lowest friction rate 0.073 in/100ft 0.073 in/100ft Actual airflow 893 cfm 893 cfm Total effective length(TEL) 537 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 Bath 1 h 977 28 16 0.079 4.0 Ox 0 ShMt 61.1 175.0 st1 Bed 1 h 3177 90 57 0.103 6.0 Ox 0 ShMt 42.7 140.0 st1 Bed 2 c 2602 75 138 0.080 7.0 Ox 0 ShMt 50.0 185.0 st1 Bed 3 h 3708 105 94 0.092 6.0 Ox 0 ShMt 64.0 140.0 st1 Great h 5621 159 155 0.085 7.0 Ox 0 ShMt 60.1 160.0 st1 Great-A h 5621 159 155 0.091 7.0 Ox 0 ShMt 56.6 150.0 st1 Laundry h 1529 43 24 0.077 5.0 Ox 0 ShMt 57.1 185.0 st1 MB c 1644 80 87 0.073 6.0 Ox 0 ShMt 73.3 185.0 st1 MC h 999 28 15 0.076 4.0 Ox 0 ShMt 61.2 185.0 st1 Master c 2819 125 150 0.077 7.0 Ox 0 ShMt 72.0 170.0 st1 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st1 PeakAVF 893 893 0.073 835 14.0 0 x 0 ShtMefl CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS wrigi,ttsoft® 2024-Oa-221 r07:07 At aM�=k•Iae.-- a awa.C� ny Right-Sute®Universal 202424.0.01 RSP�g e 15 of 17 Page 1 ACCk C:\Users\karis\OneDrive\GregoryAve.rup Calc=MJ8 Front Door faces:S TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) T) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 90 57 137.2 0.148 660 5.0 Ox 0 ShMt rt1 rb4 Ox 0 75 138 143.0 0.142 518 7.0 Ox 0 ShMt rt1 rb5 Ox 0 105 94 279.1 0.073 393 7.0 Ox 0 ShMt rt1 rb2 Ox 0 234 253 269.0 0.075 572 9.0 Ox 0 ShMt rt1 rb1 Ox 0 389 350 191.2 0.106 590 11.0 Ox 0 ShMt rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 PeakAVF 893 893 0.073 640 16.0 0 x 0 ShtMetl CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS - wrightsoft- 2024-Oct-2217:07:07 1 AM,et•,�.�,exa a.a.<om, Right-Sute®Uriversal202424.0.01 RP Age 16 of 17 1•V� Page 2 A C:\Users\karis\OneDrive\GregoryAve.np Calc=MJ8 Front Door faces:S Static Pressure and Friction Rate Job: Gregory Ave +� wrightsoft' Date: Entire House By: Precision Heating Precision Heating Project • • For: Richey Custom Homes Available Heating Cooling (in H2O) (in H2O) External static pressure 0.70 0.70 Pressure losses Coil 0.12 0.12 Heat exchanger 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 31 19 Measured length of trunk 42 45 Equivalent length of fittings 185 215 Total length 258 279 Total efective length 537 Friction Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.073 OK 0.073 OK Return Ducts 0.073 OK 0.073 OK Fitting Equivalent LengthDetails Supply 4AD=60,2A5=80,8AE=10 C I AP P OVE D PLANS Return 6M=20,6A6=75,6AB=25, AB=25,6AA=10 8AE=10,6AA=10,5D=40:TotalE =215 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS -�- wrightsoft- 2024-Oct-2217:07:08 1 AM,et•�.�,exa a.a.<om, Right-Sute®UNversal202424.0.01 RP Age 17 of 17 1�V� Page 1 A C:\Users\karis\OneDrive\GregoryAve.np Calc=MJ8 Front Door faces:S