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Home My WebLink AboutPermit File BLD-2021-0652 4118 Brant Circle (2) Vow CODE CO CITY OF ANACORTES Y ,�w� G1Tp� �'2 m • PLANNING AND BUILDING DEPT: ,J,��✓��oR�� APPROVED PLANS ID.4, jd design REVIEWED FOR CODE COMPLIANCE PERMIT#: BLD-2021-0652 TUTTY RESIDENCE ADDRESS: 4118 6 NT CI R 7AlCUM-AP (360) 982-0555 APPROVED BY: JIMOUDDESIG�IDRAFTING.CON • SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT 1 GRANT CIRCLE BE ALTERED WITHOUT AUTHORIZA ON. ANACORTES, WASHINGTON APPR. D PARCEL ID# P79603 '� � PROPERTY INFO. LOT 18 STITTWOOD DIV. NO. 1 � +� �� SITE ADDRESS dll8 BFzgNT GII4cLE gy ANACORTES,WA S5221 r"�ARGEI: P,5603 I PROJECT DESCRIPTION: NEW CONSTRUCTION ONE-AND-A-HALF STORYASS£SE SEE: 3e,TW d35,RNG, ss-�eea rate r:., / QTR SE SEG 3B, tUN 35.RSfCa 63 SINGLE-FAMILY RESIDENCE WI ATTACHED TWO-CAR GARAGE PAR0EL512 11,,61.28.F. PROPERTY OWNERS MiCWAEL a MARI'TUTTY 2442 NW MARKET ST No 45& ZONING DESIGNATION: R2 SEATTLE, II1A9810T 16 PROJECT INF O. BUILDING CODES (75 �I CONSTRUCTION WILL COMPLY WITH MAIN FLOOR GONDITIONEl7 1554 6,F. E3UlLS71NCa$ 3TRUGTURAL 7E�l8 IRG UPPER FLOORTmWCONOITION o 66C�5^F- W E MEGi-IANIGAL 7Q!$ IRG I s ,; . {4M : e � _ lL • ., TOTAL cONDITIONED 1560 S.F. F'LuMBING 2®18 i]F'G �fi rr n ,a a n • ENERGY ;VENTILATION 20FS USED Y a + �� 3� +. GARAGE foh3 G.F. Lii F/r z ra gas DECK dde S.F. v7 1 ,0 e ; - , >x s�; , ,. aACK E ATIO 264 S.F. O 1 4 art a .. .. . . ... :. \ V7 }, fit" `X L SQUARE FOOTAGE i5 MEASURED TO TI-fE OUTSIDE in a S J41 AGE OF HALLS OF ALL FIM SWED SAGE. STAIRWELLS ARE COUNTED ONCE. IN TNl!S INSTANCE TWE STAIRS ILLU /r '�g 1 WEI�I COUNTED ON THE i 2JN FI OOR, NOT ON TWE TOP. ci OPEN TO BELOW 5F'AGES ARE NOT INCLUDED IN j W �� -' CALCULATIONS. GARAGE AREA 15 CALCULATED [: j ' k �; SEPARATED. r( ; I lk •I i Cil . r n) E j • 3 i !i • h. .qx .nyFSi �'s`� ,`;YS 'mes.T.c•>S. r-r•.--. - .- _'m5rr as ...c•• a r u ,:. et.-sg.47. ,p r . . ,J G.r I. ' .',; T w +'ka'd':ENEIa..,- 1' S '� p I-tr .� �"' ...� _:� Ftiw::.:.:. i 3,4rY �.� '.� r r A �� U} -a-�` .� _ y fu, LOT COVERAGE Gs 1--- .., 1. 4 7 i r 1 [ ,,, l',..i,., :..:;-,-,' , t U J e• I 1 I w A-.' r° BUILDING AT FDUNDATIOW 2000 S.F �} U :. ij D 1 I' i I i` ; 1. ! 1 I , i CiC 4d0 S.F. Q - —w r } ; k • TOTAL LOT COVERAGE 244e S.F, ,,,,,K....,i; --•----.•:**.t...,..4,,,,N.,.:,:nr • I: I: I € � _...a lf{ • f 1 11 J L 1 I f. _ • •2 — �..-- .r H .--...„,, ,,...... PERCENTAGE OF 11,161.2 S.F.Lot 1. 2�.9T� :: 1 • 'r Y ' 'Y E3Y'Vf ) •w -...� .... -5.Z .. , IMPERVIOUS • • • SURFACE 2312 B.F. UNDER ROOF GNGL EAVES) PAVED i�R1VElk1AY1111ALkI))AY(NOT 5AGK PATIO(NOT UNDER EAVES) V WARD SURFACE STEPS 69 6 TOTAL IMPERVIOUS SURFACE 31525 S.P. PERCENTAGE OF 11,161.2 S.F. LOT 30.0 2, LU DRAWING INDEX FIRE AREA 0 MAIN FLOOR FIRE AREA 200e B.F. AI COVER PAGE UPPER FLOOR FIRE AREA a,06 S.F a A2 SITE ' LANDSCAPE PLAN a TOTAL FIRE AREA 264A6 S.F. `b .~ � , _ W A3 FOUNDATION ` MAIN FLOOR FRAMING PLAN � ;£ A4 MAIN FLOOR PLAN ENERGY CREDITS a U C A5 UPPER FLOOR PLAN LIVINGS AGE IN THIS 6ISILDING 15 TWAT OF A MEDIUM DWELLING ut i GENERAL NOTES `� {BETWEEN 1500 -800f�S.F.)U71{fCW WILL REQUIRE 6.8 CREDITS AS UPPER FLOOR FRAMING PLAN ---'-----......----.-...----------------------------------...___._........_.- • HOUSE SWALL BE HEATED 13Y DUGTE1�NEAT °< OF• 'TiOH DESG R11'TIC3N C DI18 PUMP ASS NOTED IN ENERGY CREP1TS. Al ROOF FRAMIN PLAN ` DETAILS u WATER SNAIL�= aT D Err ELECTRIC NEAT o`- 1.3 12-35 FLOORS $U-0,25 W1N 200E$DOOR 0.5 AS �IJILDINCK SECTIONS " . AvFRAGE cRr�1s WATER NEATER A5 NOTED IN>=NERCxY DRAWN BY AD SCALE N/A "' 2.2 2.0 AC4t5O, ENERGY STAR 0.3 eft-lisp 1.0 AS BUILDING SECTIONS413. '` JD Boa# 13 8VC21.7Ur. . ix 3.5A N1SPF li,Q CENTRALLY DUCTED NEAT PUMP 1.5 DATE 05108120 1 Al4 ELEVATIONS NORTH ; EAST — 4,1 DUCTS IN ATTIC To Be 5URIEL7 IN INSULATION 0,5 REVISIONS ,411 ELEvATI[3NS SOUTHWEST S.a• GTRIc NEAT PUMP WATER NEATER 1.5 Aft DETAILS . NEAT PP FUEL EQUALIZATION HEATPUMP CREDIT 1.0 • 81 STRUCTURAL DRAWINGS DETAILS t:•...:': TOTAL ENERGY GREDITs __ T___ k:,0 • S2 STRUCTURAL DRAWINGS ; DETAILS . • S3 STANDARD STRUCTURAL SPECIFICATIONS VICINITY MAP Al SHEET 1 OF 12 16. • (45) Fow CODE COCA G1' ?y Health and Quality of Trees Proposed for Planting. Trees , /!� m proposed for planting must meet the following minimum y ANc 'r standards in order to be credited towards satisfying the tree ,„ 4, C�R��' density requirements of this chapter: 1D jd design �ZOF1ELn��se� 1. Each tree shall be healthy stock and carefully planted in a EROSION CONTROL three-foot or larger hole in good, appropriately fertilized topsoil; JIM DUNLAP 2. Each required deciduous tree shall have a minimum of two-inch (360) 982"0535 NOTES 2. within six inches of ground at time of planting; JI1,16Ji}t}E51GNDRA,`7fNG.COM • CONTRACTOR TO INSTALL SILT FENCING ON DOWN SLOPE SIDE OF ENTIRE EXTENTS OF EACH SITE UNDER ever 3. Each required evergreen tree shall have a minimum height of CONSTRUCTION. 5ILT FENGING TD REMAIN UNTIL ALL q g g Provide strip drain at CONSTRUCTION 15 CoMPLETED AND LANDSCAPE is IN eight feet at time of planting; • PLACE. base of driveway. IN ADDITION TO SILT FENCING COVER ALL 4. Trees planted shall include a mix of coniferous and deciduous STOCICPILEIP SOIL WITH vISCJUEEN. .44•A - . trees. At a minimum, thirty percent of the trees planted shall be coniferous; v, 4 10. , 0 DRAINAGE NOTES 5. To avoid potentially unhealthy monocultures, the total number of ,----- CIa0. • RUN ROOF SITE DRAINS IN a" Puc rIC+HrE�N ,, any individual species of replacement tree planted shall not exceed 4.. v A1- 6. SEND TO ON-BITE INFILTRATION SYSTEM AS NOTED IN thirty percent of the same species or thirty-five percent of the same ° , ^ a DRAINAGE PLAN. genus of the total number of all replacement trees planted. ,. • KEEP DRIVEWAYS/PAVED AREAS SLOPING AWAY •'d AL " + GADE ❑RIVEIUAY TO FROM HOUSE. \�' " a. ., KEEP IUATERFtOW FROM 6. Where possible, required trees should predominantly be selected .. .x CsciNG ONTO ROAD from the native tree species. The city planning department will \,AtS \ • A A , •o a �' maintain a list of native tree species. (Ord. 2756 Att. F, 2006) ��,�m 0d,E b -0, " a LANDSCAPE NOTES ° l • APPROXIMATELT'1200 5.F. OF THE 11,'161.2 SF. LOT P79602 g61- . �� , a ° CO�IGRETE oR LANDSCAPE WILL BE LAN36CAPED WITH EITHER ORASS oR ..- gIC7r"�� a ° s a \ STEPS AB NE£Dl=�]i'LANTED AREAS OR LEFT NATURAL(THIS IS , � w, +�i . A 4 \Va_ e ! AF'F'RO414TELY al%OF THE LOT). THERE WILL Be A / ,, `tea 11 `� ':71\1\6144 1' MINi1"IUM OF' (i2)TREES (oR TREE CREDITS)INGLUDiNG "N ia BOTH NEW AND EXISTING TREES, WITH NO MORE THAN v �. .111 ° " 30% BEING OF THE SAME SPEGES. EVERGREEN "• 11 �� 4 a e 4 < • ° �� 44 l tiTREES SHALL ESE MIN. B'TALL, U1HtLE DECIDU0175 -li ,I�1:4z a• .. ,4, , 1- / C a TREES SHALL HAVE MIN. 11/2' CALJI'�ER AT CHEST ■+ v ✓ w ,LAWN +• ., .sa �CHEIGHT, '�� v u " 4" " alk• s �\\ 6 ANY ExISTING TREES TO SE RETAINED ON PROPERTY (77 _ y i. y 1 y. 'i9 ' fn n OR IN RICIHT OF WAY MUST BE FENCE D AT DR!}-LINE I y. 4, /�- 61 Y 4 , � w+ a'. FENCING TO REMAIN IN PLACE FOR DURATION OF ��' r/ 1 ,.I ° " - aCONSTRUCTION. b t, •y .�� 11' n 1'4ROPopeo "ya ° a • ° U1 , a �� 1 a a 1aAVI l7 tCONGRL'fE) W/ DPtfVEIUAY � ° Qd A m � L1ilic �r F[AT AREA .r \ r r A .� _.... u1 Ci C \ Cl‘ LANDSCAPE CALCULATIONS L}TTL 8IAP Z ��•' \1 \, "" �4 .:1 1 Y a a n1 SITE ARs=A 11,T61.2 3.F. fY 1 1 1 • ,% OF SITE AREA TO BE 2es Mimi. R2 ZONE \11\ ,11 <y A 4 v" .. /I 11 ;' 1 ;', ' \• O ` 141:11CURVE 1 N LAND9GAPE1]tF'ER AMG 2352 S.F. RE3gUIRE17 , , , ` ! DELTA=$°B0'3B" In11 �!t 11\ C) LtNGTH n 93.Ob' krr ., -ter \.'•' 11\ ,\\, ;,1'' rrIr� 0 TAF3LE5 19.42.Q2G-.930) 1T86 S.F. F'ROF'03ED 1 1 \ r\ 1 1 M . 1',.• ., '.',`��`1; 1� �, ill: 0RApIU6=592,90' /� I.u1 \ 1 1 \ i 1 C7 [M■r} ijCDMF�LIANGE WITH AMC TREE UNITS REcaUIRED I2 y: 12•-CAR GARAGE _ \ 1CH. 1*O.BB TREE TREE UNITS RETAINED, 1 \ . \ ```� 1,\�111� �`1' }PRESERVATION TREE UNITS PROVIDED'12 y' v 1 \ r 1 ,..,•\ . �.,. AF'F'RDK SLOPEt3)NEW EVERGREEN TREE 1 �� f"• 1 \ 1 1 ! !`'�• .,? HEFOF'E TERRAGENCs (MIN. B'fN 1-SIGHT) 1 1 1 11� V}1 1` , ! vJ catMNNEUJ L3ALIFE 6�"�EE® �A r 11 11 1 1\ �)1 // \ \ 1\ \ ! � LANDSCAPE AREAS L d o AROVE GROUND) * ? 6. \ \ t1 ,� \ / \ .5 \\\''' tii c r, T �/ 1 l . am 1 / \\ :'..1!\" Z 1 BLOC . RETAINING p+- ''k NUI >R R£GIUIERED N/A \ 1 -. 1 // ,1 STREET TREES 11 11 1 11 / / • ` t'''�111 �i • iu Q 0 ail 10 WALLS NqT T O te \ .'., \'I \110 c7) •ct a_ - - trellhi .\ ' - \ 4------''',1--......\.-' . . 1 .) 1 / ...-1-. �' / ` 1 ` �R� EkCEED 4'IN HEIGHT ti c 1 u ,,, _ \ 1 1 / . 1 � \• a lli � a ...--Air I 1 , _ .. .. \ 0 c) 0 ‘ 4- •I J /, .....,. , , , , ,/ � 1`� `5 t`. • E.L- 1 \ r.' A 4 V \ r/� 1�1' It 1'>>,,' . NEAREST FIRE BMP S I .� W . , , �__�.-______w__ ,,.` ,� \\�\: '.. HYDRANT AE'FRO3c. 'J .1, , A ""` • , '''\,'.-. 2S0' TO SOUTHEAST , BMh' CI69' CONSTRUCTION ENTRANCE. PROVIDE I \ a A 1 \ �ti 1' s.0 PROPOSED ;' ��r,. ST'WIDE YC 2@'LOrIG (MIN.)CONSTRUCTION ACCESS N. ` A + q \I 1 ��\ 1 1 WI CRUSHER ROCK BASE GONG. DRIVEWAY a ° a el.,,\ 1 `1` '1„t 100.4..... 4 LOCATION. } •h , RESIDENCE r i ,,,; ,,,, , ;;. i 0 0 .. \ 6 ' z . ' a 1 1 \,..',!,1\ �l11 \\1' • BMP Gill CONSTRUCTION ROAD/PARKING AREA. L, \ " �. . . + 1 1 ` .� USE0 4401, FUTURE DRIVEWAYI�'ARICINCn AREA. 0 4 p 1 11 \\ .,111+1�, BMP GI23'TEMPORARY SOIL STOCKPILE + " C) LOCATION.Gart3t�STOCKPILE W1 STRAW OR fi y' j �e '`1 m, d " 1�' \\ \ �� - \p' ..........--- 5 VISG711E£N INSTALL SELL FENCE AfaptIND DOWN �• ��' " 1 3 1 SLOPE SIDECSA ,1 't 1 \ • n " 1 \ , w s iaMF C15d DESIGNATED CONCRETE WASH-OUT0 L. -,y 1 , µ , v \II 111 -I / / •s, @_. AREA \ ,I. FLAT AREA 1C) / W LITTLE SLOPE- 1 -� L E3MP G233 SILT FENCE. INSTALL SILT FENCE ON \ L_ \ 1 yCL 1 �7 J DoWNSLOPE SIDES OF CONSTRUCTION SITE. 1 1• , I/� y w \1k . • C) \ . \ A,...... , Alp,ro 1 , .. ,, 4' + --I- 4:11 ,,,, ,,„ Al PI" ' J \-41111 s� •L• :l • • ......„----------" • . . . . ..,. , •4, ---....."-: J 1 S. g � %IP' \ \ ,-,.. ,L, I j. ' alga". ' 1,\". ..--"4" ' 0 eSITE & LANDSCAPECO Z /`tiI LEGEND J1r ,,,i, / jo A ��r5 \— 1 L f�I. . „ .L. 1' i . I Ilk EVERGREEN TREE '0@ • Cr.h DECIDUOUS TREE .a` b` alb trer f `� ix Qa SHRUB/BUSH ‘ Orli 11 1 i . I, 1f. n ,kie CO \AIr LAWN Elm 1Pit J � i J 0. 1 V ....'.... I PAVED SURFACE ` DRAWN BY JAD a .. GRAVEL SURFACE CRUSHED AGGREGATE GREATER 11161` P33Q5❑ A EA5 NOTEDI "�' THAN 3"BUT SMALLER THAN " JD JOB* :3181,3C21-TuiT 6 (STITTWOOD PROPERTY +r.....+.---.- PROPERTY EJNE , HOMEOWNERS ASSOCIATION) DATE 05108f Q2I — BUILDING SETBACK RvIsiarls LINE OF BLDG. FOOTPRINT -— -- UIE°F�� , SITE & LANDSCAPE PLAN Archit .. NORTH SCALE: E!8' = I' �o d FEN f nfv n/w.n Ola HIGH vI6sBILITY CONSTRUCTION ENTRANCE FENCE CROSS SECTION it � nli � � Date 7/0? 8/. 0 1 A2 SHEET 2 OF 12 } tor,:1.r.:?" , i i";.•;: • Avow CODE C,O ,�w4G1TYi� {'2 ym ytr 891 G��, 4CO3" Xsz Jddesign �Z',FIELDS' Q Q FOUNDATION NOTES • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER ,gg'-a" JIE 1 D INLAP SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND / / (360) 962-0535 CONDITIoNS IN THE FIELD, Jlir IUDDESIGNDRAFTING.COM • ENGINEERING SPECIFICATIONS,NOTES AND DRAWINGS • ACCOMP ANFED WITH PLANS TO BUPERCEDE ALL / I I / INFORMATION ON AIR-IITECTURAL DRAWINGS. FOR 13'-0 3/4 15'-6 lieS'-8 ateANT DISCREPANCIES BETWEEN ENGINEERING AND � L I. / • ARCHITECTURAL DRAWINGS REFER To ENGINEERING. • FOOTINGS ARE TO SEAR ON UNDISTURBED LEVEL - SOIL DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS REQUIRED TO MAINTAIN 1S"DEPTH I I OELDIJJ GRADE. ._ • COVOR CRAWL SPACE GRADE WITH HIGH DENSITY v I` a. , • PCLYETI-ITI.ENE HIGH QUALITY VAPOR RETARDER. LAP EDGES 12"MIN. AND EXTEND 12"MIN. Ulm I1 I r FOUNDATION WALL •,,,, a • FILL UNDER SLAOs ON GRADE TO SE MIN. 4"DEPTH 2 GRANULAR MATERIAL COMPACTED To z555. •, Al2 • CONCRETE SLABS To HAVE CONTROL JOINTS AT 25' m MAX INTERVALS EACH WAY. • CONCRETE SIDEWALKS To I-IAvE aid"TOOLED JOINTS \ AT 5•'O,C. EACHWAY. , n • WIRE riE51-1 TO ESE USED IN CONCRETE 3LA13S, a 2>c S JOISTS ea FLUSH POSITIONED IN MIDDLE THIRD OF SLAB. . • 91-1OLUER LOCATION • USE HIGH DENSITY POLYETHYLENE HIGH QUALITY i., -is'x a' X 8"vENT VAPOR RETARDER UNDER CONCRETE SLABS IN - TYP. (I'!)PL GARAGE AND SASEMENT. ;'f' • N! • A WATERPROOF MEMBRANE Is To BE USED ON FOUNDATION WALLS E'ELOW GRADE. G • DRAIN TILE WITH DRAIN HOLES TO SE INSTALLED NEXT •..... J • I_-.__. • i GARAGE TE L4SSL Wf TO PERIMETER FOOTINGS, N. ' 1 -i 'I A" CONCRETE SLOES L 6 X d )(lolls , • • 1 I ? f mum, OVER 6 MIL POLY vAPOR @ • A LATER OF ROUND,IUASWED,DRAINAGE-GRADE BARRIER,OVER 4"COMPACTED H GRAVEL IS TO SE USED OVER DRAIN TILE, TO - a ____. — ,f ' 1'— — _ — — _ _�=. ^ I" — - . fi�. BARRIER, FILL Ili FOOTINGS. 30'-LE. FELT PAPER Is To SE USED OVER I I . 1 m I _ z THE GRAVE4 J — — ---1 — 1. �' — I . 1- ... ...ww.. ur _ __- L _ -in . - . _ � .4 _.. . I Lu • ALL BOTTOI�1 PLATES AND ANY LUMBER IN CONTACT W WITH CONCRETE TO SE PRESSURE TREATED- .. .. I I I ,n I �.,.i"�-.r v......:.,:.�w.,w-ww " --� _ _ "" - - - - - {' Cyr' • BEAM POCKETS iN CONCRETE TO NAVE 112° - I I 1e ...... ..... _ I )- AIRSPACE AT BIDES ENDS W1TH MIN, r?SI?ARING OF 3". _ I — — _ T - - -- K W • FOLLOW ALL JOIST FRAMING DETAILS PER / I I I I • I •• uC PROVIDE BLOCKING ABOVE ALL BEARING WALLS I _ 1I I- 0 - - - 1 MANUFACTURER. ' r • . Z AND BEAMS. °� _ _1_ -4 - - -� I- _ �J7 w • ALL GCNNEC-TORS AND FASTENERS IN CONTACT WITH f I 1 I r I r r. �.�. ... . U ; 0- I • Iv 4' “ °11 Cr - - - _ - _ - _ �. j...L _ • •' AS E.0 . �N SPACES. ACCESS OPENING THROUGH PERIMETER _�„ , 41 oil: LIJ WALL SHALL BE NOT LESS THAN Ea' x 24". IP ANY I 1 f I - I _ I 'rFI oPORTION OF THROUGH-WALL ACCESS IS BELOW -r ., L - ---� I ;-I I t4 --r- - �a +I f { , .GRADE AN AREAUTAY NOT 1 s3 TWAN I8" x 24'' r.} L:: '._ -.i- ��`' I . ' ...'`1 , • ... ..„� -. .�L�`r`j� �--r SHALL SE P1�OV]DED(3RG R4@9.4). I _ ti �_� _ —_0' - A - - .... - F 1 _ I� L��J 4 • CONTRACTOR TO COORDINATE FOUNDATION 1 SEAS 1 I I 'idi Q ''" BLOGIC OUTS Ut1 MEOW. ELECT. FOR SIZE D I• _ - - ----�y- - I --I - - Y c�I m LOCATIONS. q �p r I I p n i7 • ALL CONCENTRATED LOADS FROM ROOF TRUSSES I. - - • - .-� - - �-t - _ _ r Q O MUST SE TRANSFERRED TO THE FOUNDATION WITH A ! j H n • BUILT—JP PAST AND FOOTINGS AS REQUIRED. VERIFY I 11 1 1 W rn .. LOCATIONS WITH TRUSS ENGINEER AND/OR -r�-- - - 0 - ! i 1-1 _ ` - ,. 1 _ I • F• rya ILL' 4U STRUCTURAL ENGINEER. I _ _ _ _ 'xi I — u ` — CRAWL. SPACE I I _ — wD a U) Iv N COVER WI S MIL POLY - p I I VAPOR BARRIER I I '° 40 " tlQ. CRAWL S PAG E '� -' - -- I — — — F - - _ N R _ - w _ _ il0 - - - _ - - ; 1 - - - - I.' ,- -- - _ ,m TO VENTILATIONI 1.1. I r �`�f _ cRgwi s1AcE Acci= �. _ I — _ ON EXTERIOR oR INSOE PROVIDE VENTILATION IN CRAWL SPACE WITH r f ACCESS OK I I - F01vDATION VENTS. PROVIDE I S.F. VENTING PER - - - - - - - - I- I - - - - �'y'" 15A B.F. OF AREA. CRAWL SPACE=1354 S.F. ,. 1 _ - - I ' ' - . _ - I— .. - 135d7156 =9.03 S.F. OF VENT AREA REQUIRED r^- • I I"AIR SPACE ITP. I S.0310.56 NET FREE AREA VENT I 1i 'a1 (IT)VENTS REQUIRED MIN. (IS" x S`DIM.) IP I P VENTS TO BE COVERED WITH i i14° CORROSION I J - - -�tr - I - - - - r err. - - I+ RESISTANT WIRE MESH. - _ - - L - LOCATE ONE VENT WITHIN 3 FT. OF EACH CORNER �' TA }� I I� I"`._.�.�' I — z 5 — I �7'L AA-_- OFI I I . r i r�r I i I I i I I I ! F 1 - - - - - 1 � I I I I I I ' 1 11 < a i st 2 ti ti r F rtY „it rt n A `1, r f n CI w 1.1 J • \ ` 0 I ❑ 1 I 1 I i I I I I I I I i 1 p�rryy 11 NOTE' FLOOR JOUSTS SHOWN 1N DRAWING ARE FOR p� SCHEMATIC PURPOSES ONLY. FOR P4OOR JOIST 'u I i 1 REFERaz LAyout nGNsr=clfICATIONs xm 5TS PROM ~ aox JOIST SUPPLIER. a � iIz 12 et c ¢ I I I wz 2 1 1 1 1 1 1 1 1 1 I 1 I I i I Iq1 — o(15 .rwr m rNlr I I I I _ 1 I 1 "I I — I I f 1 •.. —..I ter., .. «.. .�.. � ANY ,....,,,.... ,.. 1. .... ... 1 0 1? I I I fH 1 rw7( il. \ I.... 'i.. \ \ 0 • I 1 I TYP. SPACING 1 - y DO '-a" 6'-9 i/2" a. �`@f 1'-4 1l7' 9'-3" 9" 3'-3" i' 4 1!2' sn TYP. CS)PL. / / / 'I / �/ / / / / a FOUNDATION & FLOOR } 13'-�" IS'-e" 19'-S" / d J FRAMING LEGEND '� w li. 1 1 43'-e" 22'-e" / / / - ' • FOUNDATION STEM WALL I I b5' ®" APPovE SCALE DRANBY 1C.�= !'-p" UNC} _ v — t O JR JOB# 1318NC21-'1'EJTT FOUNDATION FOOTING DATE 05/OS/2021 ni Tr E 2> a IF Arcnite .11 al Committee -- FLUOR JpLST By_ SEAM/GIRDER REVISIONS OUTLINE OF WALLS OF �._ SUPPORTED FLOOR • Ei T'05T FOUNDATION & MAIN z. .�a r n JOIST HANGER A aFLOOR FRAMING PLAN� SEE ENGINEERING PAGES FOR HOLD SCALE; 114" = 1'-0" DOWN LOCATIONS it SPECIFICATIONS A3 SHEET 3 OF 12 • • vow Q . 5' 0411111il' ,e.t '. .1. , • }rmi' 891 ,�T coRse,. , 0FLOOR PLAN NOTESfp FIELD • iD Jd design • WRITTEN DIMENSIONS TAKE PRECEDENCE OvER SCALED DIMENSIONS. VERIFT ALL DIMENSIONS AND CONDITIONS IN THE FIELD_ ¢,g'-O" • CONFIRM ALL DOOR, WINDOW, CLOSET, AND ANY / JIM DUNLAP OTHER ROLL 1-I OPENING SIZES WITH OWNER/ I 35'-e° JIM�IDDES#GNDRAF tN .CON CONTRACTOR PRIOR TO WALL CONSTRUCTION. / J IMC ODES# 35 / 3B_0" / • ALL WOOD IN CONTACT WITH CONCRETE MUST SE iro'-0" 5'-b„ PRESSURE TREATED MATERIAL USE CORROSION r / RESISTANT FASTENERS WHEN IN CONTACT WITH PRESSURE TREATED LUMBER. 10-0" 3'-b" b'-I0 1/2" b'-11" 3'-2 1/2" 2'-9" 1 2'-9' • ALL ExTERIOR WALLS(EXCEPT GARAGE)TO DE / / / / r / FRAMED WITH 2 X 6 STUDS AT 1 h"O.C. AND I I SHEATHED WITH 1/16,"O55 PLYWOOD OR SETTER WITH EK BEJ EILDING PAPER, I I • E<TERIoR GARAGE WALLS TO BE FRAMED WITH 2 x 4 G7UD8 AT I6"D.G. AND SHEATHED WITH'111 b"OSE3 \ N. \ !,� , y, �� -- r4, = ; ,•, '- ;; .:&., \ •\ N. lf PLYWOOD OR BETTER WITH}g+I BUILDING PAPER. • ALL INTERIOR WALLS TO SE FRAMED WITH 2 x 4 STUDS AT IS'O.C. AND SHEATHED WITH 1/2" GYPSUM WALLBOARD UNLESS NOTED OTHERWISE. 4 • ALL GLASS TO HAVE LOW E GLAZ{NG.GLAZING IN HAZARDOUS LOCATIONS TO SE TEMPERED PER IRG N. 2 SECTION R309. SEE R308.4 FOR DEFINITION OF HAZARDOUS AREAS. _ m • PROVIDE 91••IOICE DETECTORS ON OR NEAR THE a CEILING OF EACH FLOOR,IN ALL BEDROOMS,AND N STEPS AS NEEDED CP JUST OEJTSIDE EACH BEDROOM, SMOKE DETECTORS SINK JOISTS FOR - TO SE W'.RED TO THE ELECTRICAL SYSTEf l WITH FLUSH SHOWER PAN SELF-CLOSING 20 MN. T'-G 1/2' RATED DOOR �:, BATTERY BACKUP (IRO R31t.I fe31T.27 m _� �,� GARAGE14; • BEDROOMS TO HAvE AT LEAST ONE WINDOW MEETING THE FOLLOWING CONDITIONS: WINDOW SILLS 70 SE MEOW. - WITHIN 44" OF FINISHED FLOOR WITH A NET CLEAR {'-6" OPENING OF 5,1 SQ, FT. M1N, THE OPENING TO 1-lAv` g R WATER T MIN. CLEAR OPENING HEIGHT OF 24' AND€iJIDTH OF M 20" (IRG SECTION k231e) 503b SL S.G, 5036 DBL GSMT 263E SH HEATER I ass sr;is a�:"' -.t..�r �w�X z� V .. :: ..'-...'XX:`� 3s3da$ ` DROPAn DOWN STAIR • ALL SHOW!R AREAS TO SE FINISHED WITH ASMOOTH, - oo � �� U � 0 ery e.. { U HARD; NON-ABSORBENT MATERIAL TO MIN, 12" - h ASOvE DRAIN INLET. THIS MATERIAL TO SE lW--"� 0W IL - INSTALLED OVER WATER RESISTANT PLASTER T ► ,- , 1- 3 4 L Q J �_- t/2"GWE3 GARAGE J BOAf2D, m -� �'.. " TO HOUSE (Tyr.? • I MIT WATER FLOW IN SHOWERS 7O(3)GPM. cisuj : i NUNUTILITY up 3- TOILETS TO B5 LOCATED IN AREA WITH MIN. 30" # — 2-g I-0\ ',', 8'-5' CEILING HT, Ii O WIDTH OF TOTAL FINISHED CLEARANCE, AND HAVE HALF WALL T' �+ 1 A k. FAN s, Q CLEARANCE OF MIN. 21" IN FRONT C?! TOILET. TOILETS WI GLASS '1) 0 1 X HOLE HOUSE Eyeii 14 ro £LIMITED TO E.6 GALLONS PER FLUSH. 'a' "= AN g'I�Iht. 9A�1-I m • PROVIDE ATTIC ACCESS UJITI-I REMOVABLE PANEL `-' f's00 n 3'-15" r eep fliV, 7_ WITH MIN. 22">1 30" OPENING AND 30" nr r�unx a: sv :: --.-x-•. •• I� y ' =zS UNOBSTRUCTED HEAD ROOM. FRAME WITH 2 x 12 F '' ICI�'C1•IENIDtNIIMG '• s.s :; '^ } ff • S''b° CEILING HT. Oili c lii MEMBERS. ?' S.-g 112" y F- E3'`3" PROVIDE EXHAUST FAN IN KITCHEN AT MIN. lee GFl- L..... • S;:': ..,.... %��''" ' u7CI AND SATHROOMS AT MIN. 50 GFM. ALL FANS AND —irk .— ..... ..- EDV 1 ..) AMIn RTO BE VENTED TO OUTSIDE OF - —'RES€C7ENE. s ,11 G Z li r c0 UJ iliIT-': J S. Igr :..• PROVIDE MIN. 1/2"GIUS OR EQUIVALENT TO GARAGE I I 6 4 f 41 I ' i m i C�W9fD1r,136TWEcEN GARAGE AN}D rn'E51L?ENGE AND10R I I R U m 2 iC b ' jo < k CCCzARAGsE ANC)A771G URC R302.b), \ 9'W x 8'H O.H. DOOR 9'US?t&'H O.H. I]OORM 4 _ • PROVIDDE 1-Hf. FIRE-RESISTIVE GONST. S/8"TYPE.'x' 1 1 L. ( ,_,. JOWE, ON GARAGE LID FCRR FIRE SEPARATION UNDER ,@ 4'-I 1!2" 1'-IA i12' 3' b'' c0 ': : 1 I '!S 0 jHABITABLE SPADE A5OvE GARAGE(IRG R3e2.b) D 'v r � n a'-e` mI I sDio LL� nri :.',31.'. ry u J <IO• DOOR BETWEEN HOUSE AND C•ARAGE rD LSE 1 112` �'-®" T'^11 1!2" / / m es >sA1 H55 as m U in z c THICK SOLID GORE, 2e-MIN. SELF-CLOSING FIRE-RATED DOOR. (R302.5.1) / I. n AN F p #k • PROVIDE FIRESTOPS AT ALL APPLIGAEILE SJq Q, — I` h Utp WJ d rJ iU LOCATIONS, INGLUt71NG i}DLE9 AND ANY OPEN AREAS. 1 °i :AEI 2668 • UJ g \ \ W � 1--7 Q • AL4.ELEMENTS AND SWITCHES FOR FURNACE AND — V N }S 1i �V '] 4. 1n cL �. WATER HEATER TO SE le"MIN. A80VE SLAEs. ��I �D r `Y m ..WAelk ... \� 4 PRIMARY \-- DIRECT-VENT0'..: N. �. y t°�EDRDCM GAS =1tdEF'LAGE X STAIR NOTES m C . 8' b' DEFEND HT. X 4 • STAIRS TO SE FRAMED WITH 1"11N. (5)2 x 12 ry S LIVING ROOM STRINGERS, ONE AT EACH SIDE AND ONE AT CENTER. \ -1 • ,n CATHEDRAL VAULT f 2'-2 1/2" DI DRODM 2 PROVIDE FIRE BLOCKING BETWEEN STRINGERS AT 'Q .. 9'-6•CEELINI3 HT. Z (10 �_ TOP, MIDDLE AND BOTTOM, AND BETWEEN STUDS ,,, . ALONG THE RUN OF THE STAIRS. 4 - • • MINIMUM HEADROOM CLEARANCE TO BE b'- "a ---__\_ 1 VERTICALLY ABOVE TREAD NOSING TO NEAREST .4 I OBJECT ABOVE. ., it,it z I 1 .I �1�� a• STARS TO HAVE MAX. RISE OF -1-3/4'AND MN. RUN $ r11 7 ""19 I I v OF 10" WITH NOSING OF 3/4' TO I-1/4", NO RISER TO • EGRESS EGRESS '+r I EGRESS EGRESS I 'E LESS THAN 4", DIMENSIONS BETWEEN RISE AND - 1!] • ENCLOSED USASLE SPACE UNDER STAIRS TO SE +, :II 2650 G51�IT 285e f'IG 285CSMT N. U 2880 8.G. GDMT 28D�E101C 2550 ~ \ \ 1-HR. PRE-RESISTIVE CONST. 519" TYPE X'Owe J _.‘,. __ ..... rn 9.G 5 i.-4'v Ii Q N NOTESHANDRAIL _ _ _ \ 4 .._.__........._..�_�. _.__.-._-..._...__�......._..__...._._....__—__--•---- --__.__..3ew9 G&MT ...._.._...........,_._..._.3850 C5M7 Oil • HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN p �.. ONE SIDE OF EACH CONTINUOUS RUN OF TREADS ORCC FLIGHT I11ETi-I CsL}OF2 MORE RESERG. W.ry -�--•--..... .....__...-.. ._._.._...___._- --._...._ ..._..__-...... _.....__._.._ _._ _...._......._._...__.w.... . . .. _ �_... . ..__.._---._...... • HANDRAIL HEIGHT, MEASURED VERTICALLY FROM —_ _ THE SLpF'ED PLANE ADUCiNENG THE TREAD NOSING ___ DECK SHALL BE NOT LESS THAN 34" AND NOT MORE THAN " - -- \_ m 38'. b 'co • I}ANL3RAIL5 FOR STAIRWAYS SHALL 8>= CONTINUOUS 0 FOR THE FULL LENGTH OF THE FLIGHT,FROM A POINT �._.__...... .......__..___ .3) DIRECTLY 4SOvE THETOP OF THE RISER OF THE ~.-_-- w FLJGi}T TD A POINT DlREGTLY ABaV£TI E i OWESTDRISER OF THE FL€G IT. ....................... . . . . .......... . . ............... . . . .... ........... ...... . ... .. . . LI. . . . - N. I- • HANDRAILS SHALL BE OF THE REQUIRED GRIP-SIZE PER R311.7 9.3. I I i 3'-4 112" 3'-0 112' 13'-0 112" 4'-0 I/2' 3'-I 1/2° 4'10I/2" I 4'10 112" 3'-1 1/2" 4'-0 Ill' 3'-0 1/2" 3'-0 1/2" 3'-4 1/2° 1.-6' e'-G" '_G, g'-p" 1'-i," a GUARDRAIL NOTES / ligt r r r r r r r r { ,� / ; r —r w / 13,_4" / ,.' ." / 13' �" / FLOOR PLAN LEGENDa_ 2 • ALL UNENGLD8EG7 FLOORS,LANDINGS,BALCONIES OR PORCHES THAT ARE MORE THAN 30"ABOVE I 143'-0" 22'-0" GRADE OR FLOOR BELOW SHALL SE PROTECTED BY / WALL.HEIGHT OF 3G". I I °; N. • OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS DRAWN BY JAL) A GUARDRAIL THAT IS MI r�;;";':"i'�;'?"� � STUDL " 6E5' 9" 2 x 6 STUD SCALE 114" 0 11NS SUC--I THAT A 4" 01A. SPHERE CANNOT PASS / — / JD JCB# I3 ENC2F TLJTT THROUGH AT ANY POINT. -,v� :•, 2 x 4 STUD WALL DATE J5108120E1 • GUARDRAILS SHALL SE ATTACHED TO THE REVISIONS STRUCTURE IN SUCH A MANNER 70 WITHSTAND A 0 n' SINGLE CONCENTRATED LOAD OF 200 1.55. APPLIED f4111) �~� t7EG1C IN ANY DIRECTION AT ANY PONT ALONG THE TOP. .�'"•�. �'." APPROVED • EXHAUST FAN • IN MAIN FLOOR PLAN StIttWOOd .5D SMOIGE DETECTOR SCALE #14" = I'-0" Architect ral Com o cD/C.A OEiD REioN DETECTOR SEE ENGINEERING PAGES FOR 5H'EAR 1354 S.F. CONDITIONED �6 �ee WALL PLANS ' SPECIFICATIONS 545 S.F. GARAGE -_ —— - —-- -- SOFFIT OR ENE~of BEAM .By __i____ 9.G. — SAFETY GLASS A4 SHEET 4OF12 ' Q4oR Cook•coM �4 G1T I' p; 'vy, LL, ��G „, w ,� �oR JD Djddesign V fo PIRA)v~� ENERGY CODE NOTES • CONTRACTOR TO ADP ADDITIONAL FRAMING OR BLOCKING A5 REQUIRED TO MEET CURRENT ENERGr JIM DUNLAP CODE REQLURENIENTe. 40 , (��oy 9�z�o�� * AIR LEAKAGE. SOLE PLATE IS TO BE CAULKED OR 0 4 JIM�JDD SIGN[)RAF ING.COM GLUED TO FLOOR RIM JOST BETWEEN STORIES TO SE CAULKED/SEALE-D. ALL HOLES IN BUILDING ENVELOPE ARE TO SE CAULKED/SEALED INCLUDING SUT NOT •• LIMITED TO ELECTRICAL PLUMBING $ HVAC 43'-5," PENETRATIONS. CUTLETS,SWITCH BOXES AND / / RECESSED FIXTURES ON EXTEROR WALLS OR CEILINGS ARE TO SE CAULKED/SEALED WITH APPROVED 5' 0" 21`-O" S' 0" SEALANT,OR HAVE FOAM GASKETS INSTALLED. ALL / I / I / / RECESSED LIGHTS ARE TO SE IC RATED, AIR TIGHT$ $'-e" 16'^0" 8'-fo" SEALED TO SURROUNDING OWE, ROUGH OPENING / / / AROUND ALL WINDOWS I DOORS TO BE SEALED!GAULKED, 3 E Ill" 3`-O 1I2" 3'-5" 3' II2 3' I I!2" • ALL CEILING EXHAUST FAN DUCTING TO DE INSULATED / / / / / A8 PER CODE, TO NAVE AS FEW SENDS AS POSSIELE, I I AND TO TERMINATE AT THE EXTERIOR OP THE SUILDfNG, I I • INSULATION TO FILL ALL EXTERIOR WALL CAVITIES. DO NOT COMPRESS, CUT TO FIT AROUND WIRES,PIPES$ I OUTLET E OXES. 11 I \ • • • ALL HVAC DUCTS INSTALLED OUTSIDE THE HEATED HABITABLE SPACE TO HAVE SEALED JOINTS,CORNERS $ E500TS,AND INSULATED IN ACCORDANCE WITH IllSEC OUTLINE OF FLOORELO BW 201E EDITION SPECIFICATIONS C'WSEC 2BI5') • • A ONE PERM OR LESS vAPOR RETARDER CIS KRAFT PAPER, PvA PAINT,ETC.)IS TO SE INSTALLED ON THE WARM(SIDE OF ALL INSULATION. • ALL RECESSED LJGI-kT FIXTURES IN THE THERMAL ENVELOPE TO SE CERTIFIED UNDER ASTM E-2s3 AND SO LABELED,OR SEALED AROUND THE EXTERIOR IN AN APPROvED MANNER TO BE AIR TIGHT. • ALL WATER PIPES IN UNHEATED SPACES TO SE INSULATED IN ACCORDANCE WITH WSEC 20i5. lu • EXTERIOR DOORS TO SE ADJUSTED SO z WEATHER-STRIPPING, THRESHOLD,$POOR SWEEP ARE n I' to WORlCItiC+ ROEnEi2LY$ SEAL WELL0 CD U u.1 • BLOWN-IN ATTIC INSULATION TO SE INSTALLED IN STRICT 2850 SH 2550 sH 2850 SP 2850 SP CONFORMANCE WITH MANUFACTURERS `� ` _ .._ _-•.-- -- -- r RECOMMENDATIONS FOR DENSITY $COVERAGE. „` 4.--', Q PROVIDE VENT BAFFLES AS REQUIRED$ INSULATE$ WEATHER-STRIP ATTIC ACCESS DOOR. 1 - K csf • PROVIDE MAKEUP AIR WITHFRESH AIRDUDE[? � `, I ` ATTIC ACCESS DIRECTLY INTO THE RETURN AIR PLENUM OF THE ��OR" _ FURNACE SYSTEM INSULATE THE DUCT IN ACCORDANCE TO WSEC 2e15. F ROVIDi DAMPER TO REGULATE g'CEILING H-IT. �tOR. fNCdMING FRESH AIR. 4,2 r 8`C$]UNG WF. • ALL GAS COMBUSTION APPLIANCES,EXCEPT STOVES $ ATTIC ACCESS -,+ -{, j 'I +n IM CLOTHES DRIERS, TO HAVECDMBUOTION AIR DUCTED „ O i/J ui aui I N• V DIRECTLY TOUS THEM. ` \ DEER non CATHEDRAL VAULT Iz • ALL GOMSUSTIoN EXHAUSTS TO SE SEPARATED BI-A J 'f Q a MIN. 3`VERT, f le'HORIZ. �;' `` •'� .. F- re _ � _ � CO — 1— z. WHOLE-HOUSE , DICp IV 0 2 �D C _ GUARF]f.AIL _� -O Y I I \ VENTILATION ;' -� a µ �' v N m n 2 .......... .fN T.,i:iL._.._...,._...� 1 ,� L:i.... z6F,8 - . ',ryM '.y cc W ONE OF THE FOLLOWING I SETHODS WILL BE USED TO MEET rU ey _ _. _ _ ___ F.: q r b668❑BL EARN DR v J THE: REQUIREMENTS OF THE INTERNATIONAL.MECHANICAL \ III a llI CODS (!MC)CHAPTER OF THE 20I5 IRO' 0 EX i >u lit, s m BEDROOM IJNE OF RIDGE BA T i4 3 4AN �` cc - I" Q <A) A SINGLE WHOLE-HOUSE EXHAUST FAN, WHICH CAN '•p 'in S.CEILING Pt. / - 8 C�HT. - ` = ° U ° PERFORM DOUBLE DUTY AS A ROOM SPOT FAN, IS ,.0 (p J , REQUIRED, FAN MUST SE CONTROLLED BY TIMER SET To `h u=) OPERATE MI OF B POURS PER DAY- THE CFM 'I S ` MO T CAPACITY OF FAN 1-IU3T SE 0.25 W,G. AND HAVE Y IAX, r C SONE(NOISE)RATING OF 1.5. MIN. SIZE OF FAN MUST BE m \ / Ay . .... m aAXX x,. 105CFM. n 2X6 0ES). FRESH AIR WILL BE CIRCULATED SY THE CENTRALdra l 9'" ° ilk FORCED AIR FURNACE SYSTEM. FURNACE MUST HAVE — — — -- �` / / —,...•.. ... FRESH AIR INTAKE DUCT AND SLOWER MUST SE NW \, .--•_ ACTIVATED Sy TIMER TO CIRCULATE DAILY. ` `. / ATTIC ACCESS i NI. • 0>0< OPEN aELOW INSULATION VALUES / /A\\\ WALLS ABOVE GRADE BELOW GRADE ATTIC ACCESS \• R-21 Ral 5 ,.. CEILING FLAT VAULTED a R-45 R-S8 FLOOR CRAWL SPACE. SLAB ON GRADE • I N ER-30 ER-€0 I j / I ■R-30 INTENDED FoR USE WITH 9 1/2" -JOISTS. IF II T18" -JOISTS USED THEN I N. R-38 INSULATION TO SE INSTALLED. wiNi IL I3'-6" I s'-0" 13`-e / I / 1 _ / 2 CC MI u a V u) CL ills 4D a.Q D FLOOR PLAN LEGEND V . ' ;u 2 X S STUD WAIL DRAWN BY ,:AD SCALE Ea." - I'-O" UNO UPPER FLOOR PLAN x 4 STUD WALL JD JOB# I3ESIdC21 TUTT r0DATE 0510$!�Ucl aCALE : IIG" = I' 0" :..:_.::.: ..a DECK JD 606 S.F. LtV4NG SPACE _.._......___-..... • EXHAUST FAN APPROVE 0 Stit .5D SMOKE DETECTOR SEE ENGINEERING iw'ACsE C3R 3 Er��' �� o��o M xinE DETECTOR WALL PLANS SPECIFICATION$ od u1 d Committee SG. SAFETY GLASS or E3EAY By _.Arc 5 . Di, e -7 . . ,,,Lims,,,,,..„1 SHEET 5 4F 12 • • vow �Q A L • w4 1T Y O c. m • , 1891 ��✓4 ��•.J �° jd design �Z.JFIELD�_ JIM DUNLAP .. .. (380) 982-0535 JIMOJbDES(GNDRAFTING.COM • • • • 4D 4D I I . __....... , ,... _. .. ....„. ,„___........,. ._,_____.....:___—_,n6-------,* , .. ai - - _ - - - _ - ill ..- .. .. — — _ — E. r - .........._��... -J Z W Mb _ _�.___ _ w _ - _ _ - _ , � I Ial _ r 1 _ -_._...� I ; L. U1 _`� - d� - .. _ _ _ Q m ._1 �n Ili — _ ___ _ _ _ _ — _ _ W " Ico z_ - •-•s - i - - - _ -r--/- ' o "OMB oi— N a. ICIF ----a j : ± : — 1 III 111 .,....� a �.- . +_^7_• —w�.-'--.__ .. . .Yid ...... _ ��... wwrr ........_i [ l 1.] r... ..... 1 I • FLOOR FRAMING I I z DC NOTES I1 o5 • WRITTEN DIMENSIONS TAKE PRECEDENCE OVEN FLOOR FRAMING SCALED DIMENSIONSVERIFY ALL i7IMEN610N5 AND COND11-101,18 kN LEGEND r,,, I TWE FIELD. 0 • ENINEEl21NCx 6P>GIFIGATION9,NOTES AND DRAWINGS ACCOMPANIED WITH PLANS TOILL $UPERCEDE ALL INFORMATION ON ARCHITECTURAL 1 1 - - - FLOOR JOIST DRAWINGS, FOR ANY DISCREPANCIES BETWEEN ENGINEERING:AND ARCHITECTURAL DRAWINGS SEAI-1lHEAflER m REFER TO ENGINEERING:. �` 0 • REFER TO FLOOR FRAMING PLAN FROI I FLOOR OJTLNE OF WALLS BENEATI1 c'" 2 cL JOST MANUFACTURER/SUPPLIER. FLOOR JOIST Clu 0/ MANUFACTURER/SUPPLSEfi2 SHALL PROVIDE AND BEARING WALL 4D illsSUBMIT ENGINEERED DESIGN TO THE BUILDINGLia T> FOR INSTALLATION. PRIOlZ TO DUTUNE OF 5i1P RTED FLOOR aal CC FABRICATION AND INBTAU ATDN. n JOiBT OR BEAM HANGER w • PROVIDE TEMPORARY BRACING AS'REQUIREDa. UNTIL ALL PEft-1ANENT CONNECTIONS AND STIFFENERS NAVE BEEN INSTALLED. Post gi MULTI-STUD POST • FOR FLOOR SHEATHING USE /d" COX OR 055 DRAWN BY JAD STURi7MFLOOR Tt a, GLUE;AND NAIL W!RING SHANK 4\ UPPER FLOOR FRAMING PLAN SCALE 114" = I' D" UNU 8D'9 A B" EDGES;11"IN PIEl.I7 U.N.O. FACE GRAIN PERPENDICULAR TO suPPORTs. JD JOB# 1318NC21-TUTT SCALE 1/1+ _ #'-9" DATE 0510$120$I • PROVIDE BLOCKING BETWEEN E-J01575 AT INTERIOR BEARING LOGATipNS WHERE THERE IS A LOAD BEARING WALL AsoVE. NOTE FLOOR JOISTS SHOWN 1N DRAWING ARE FOR AsPt • PROVIDE TIMBERSTRAND ROIS UJHE 2E FLOOR RO00VE: SCI.IEMATIC PURPOSES ONLT, FOR FLOOR JOIST I�EV;SIGNS LAYOUT REFER TO JOIST DESGN SPECIFICATIONS JOISTS BEARIO AT ASSUMED WALLS.T FROM FLOOR JOIST SUPPLER. • ALL EXTERIOR WALLS ASSUMED TO BE SEmarNG. • ALL BEAMS AND HEADERS TO BE 4 X S D.F. u1 �� ti.N.O JO[ST WANGFF25 1 coNNECTIONS TO BE '5IMF'SON' U.N.O. Architect Committee ■ ALL CONNECTORS AND FASTENERS IN CONTACT WITH PRE55URE TREATED wooD SHALL .3E HOT DIF'EP GALVANIZED OR EQUIVALENT PROTECTION. n -7la A6 SHEET 6 OF 12 6- V,oW CODE co A 2 X 12 RAFTERS 0 24"O.C. E.4 41T Y O� 1 6' CDX OR CEE S-IEATWING 1 m COMPOSITE ROOFING SHINGLES _ 1 • 891 ,St)` R-36INSULATION . A jd n 6 i2 ••• \, N 1 D �ThFIELDI° INSULATION BAFFLE WI ' �..) I"MN. AIR SPACE E8 z,,,,."- :,. 1`ti_' • RAFTER CONNECTEEN PER / .1,ti- . .�- • J#M !)1JNLAP ENGINEERING /r. .. ` .. (340) 98E-05E6 _ .w, .I _ JI1iP§)OI}ESIGNDRAFT#NG.COM I . VENTED BLOCKING BETWEEN / S, I I ! ! I I # I f I I {I f'1 RAFTERS /r'/ ! I I I ram/ . 1 "1. "gY y;'''4u` "^ ` �f 4D 4D ii, TiC TRUSSES 2A" D. . ,�. 'se: , ,\\ -'! .. I ! pie_ I I I I I I : BEARING GIJNt OF E1e FOR 1s #� 2 x 10 RArTERE.12d" O.G. a:. :. 1 I TRANSITION FROM TRUSSES --TN, I • -\\\ CONT. METAL GUTTER :# TO RAFTERS AT OVER •:lII ' 1 FRAMED RAPIER AREA . .I I 1 I { i ! I I I i I 1 r 1 1 !. THIS 4EADER CALLEr w BM X FASCIA 2 i' e" f\I / OUT ON UPPER Fi.ov�# DORMER FRAMING PLAN PRIMED SOFFIT BARD 1.d„ ! I ! k I ! ! = I I I I IY 1J!CONT. SOFFIT vENT JDI5T9T� OR EQUIP. FLOOR f I I I 1$ 11 8 I 1 112"GENE L. . \ -^-- - —F- -- - t - R€nGE I I ._.._.... ..L . ... ... . . .I ._ �.1._.._. �.. I ,__._..-.tw...__._......L__. .�� ' °� 4 l f k ! R-21 INW3ULATlOW s Iz"WEB I ! }I ! �' ] I RIDGE EAa-1 IL III I G I I{ ! ! Ir € I Trlb"COX OR p$B 51-iEATL�i1IC� 2 X b STUDS A Ih" p.C, 1 f I 1 ovER AMEp P. OVErRFRAMEr1 f 1 1 I Iiiiii 1 RAFTE AREAL k DRAI IACsE C GKE T IUSIDING:PER ELEVATION$ 1 ! I I . . I i I I I ! I I I I I I I I I E I ! I 11 T 1 : 1 m I l i ! ! I I I w I _- ...__ I! ] f 1 I I I I # I _ (jTYPiTRUSS/EAVEDETAIL -'� SCALE: 314" = I'-0" 1 v. I I w I i I 1 I ! r I I �' 1:.1.. I I I ! I ! 1 I iT I I IpZd„ OG. ! # I n I I If{�. { I I ! I I rillI I I I I € . __--__...�..__.;7 I r..�.........._._.. - ....�1 ! • • _ PRE=-MANUF. ATTIC TRUSSES 0 24"O.C. J1 1 I ...... .. �. ....�. I T11b" GE X OR O813 SHEATHING f21gGE ! I I IVCOMPOSITE ROOFING SHINGLES III i,{ I I I fI IIIII 1r !I II! I I Ce _ I�dL'"• ■s L A2l rill Ei 12 w, I I I } I .1. . l ! Q a VENTED BLOCKNG BETWEEN 10 5 CC O yI RARTEF5 0 r I � _ rTRUSSES Ill! HEELTO MATCH V — —} ' I i 12 z r KJ Agh SE. KJ�RAFTER/Joni' WEG T " _ I Z u cn .44111B, E . to 7//// Dill ED ce a `C Lu1 I THIS HEADERGALED vw{ _ aI V V Et 11 GUT OH UPPER FLOOR' • • • I 11 CONT. METAL GUTTER OUTLINEDF UPPER FLOOR PLAN • I 4 { ! FRAMING PLAN 5/4 X b FASCIA • • EE ar 13 ROOF FRAMING PRIMED SQFFST EVENT I .,....... ..f I �w ... 1 I - — — I I E LEGEND W/CONT. SOFFIT VENT 1' 4" E8+12 SLOPE IB-12 SLOPS I!I!f I - - RAFTER OR TRUSS 11Z" GUM OPTION \- I - r� -�.... BEAM/HEADER AC?ER 1/2"OWE OPTION TYP. OVERHANGS I, 4„ / lr1Ca"CDX OR O5i3 SHEATHING NNG OUTLINE OF WALLS BENEATH el 2 X6STUDSW16aO.G. / 7f _____________-..1 — -- --- Z SIDING PER ELEVATIONS 2 X 4 OK *GARAGE) 0.C. w — — T— —r BEARING WALL ) 11NE OF ROOF THIS HEADER CALLED THIS MEAGER CALLED OUT ON UPPER FLOOR I �- OUT ON UPPER FLOOR OVERFRA1.11NG OR OUTLOOKERS 0FRAMING PLAN I i FRAMING PLAN n JOIST OR BEAM HANGER5 TRUSS/EAVE DETAIL • SCALE: 3/4' = 1'-0" [ POST a MULTI STUD POST • (ID ollto LI ROOF FRAMING PLAN lri6"GDX OR 09B SHEATHING a i 2 COMPOSITE ROOFING SHINGLES SCALE: 1/4" = k' b" g (r) ,/, „, 12 C / Q INSULATION BAFFLE WI ^1B ,,.. 4_ I"MN. AIR SPACE /': 'iILL/f,..4,..,_.�� 1!1 Ga" CDX OR 05E3 SHEATHING RAFTER CONNECTION PER I ''IC-, GOMPQSITE ROOFING SHINGLES ROOF NOTES TRUSS NOTES ATTIC VENTILATION W� 0 W o <=NGINEERlNG �. • TRUSS MANUFACTURER SHALL PROVIDE DESIGN o a f-\,._. '. INSULATION BAFFLE WI • TRUSSER a RAFTERS TO BE SPACED AT 24" D.G. ATTIC VENTILATION REQUIRED, REFER TO IRO Raes.1 I" MN. AIR SPADE 12 UNLESS NOTED OTHERWISE. DETAILS AND ENGINEERING FOR ALL TRUSSES. COPi" AND R8$6.2. Lu VENTED BLACKING BETWEEN __ to BE AVAILABLE ON SITE FOR FRAMING La -3.751 . PRIMARY ROOF PITCH I IS TO SE 1912. INSPECTIONS. BEWARE FOOTAGE OF ATtfG SPACE=2000 S.F. CC RAFTERS VENTED BLOCKING BETWEEN ,r-` Cid _+y 2 k 12 RAFTERS W 24"O.G. RAFTISRR `�--- r` I ' • SEGONDART ROOT= PITCHES ARE to SE i8:I2 • ALL TRUSSES SHALL CARRY THE MANUFACTURER'S 20Ga130e=S.BT S.F. NET VENT AREA REOUIREL]. , .. i''•... (APPROX.)sP 3,15�12 CAr PROk.? ��, 'k• • I� STAMP. PROvIDE MIN. II!*�g OF ATTIC AREA, OR 11300 IF HALF IS • R 38 INSULATION RAFTER GOS INECThON PER +`. ' •• 1 ROOFING MATERIAL IS COMPOSITE. • ALL TRUSSES SHALL SE STORED, INSTALLED$ AT EAVE AND REMAINDER AT MIN. 3'ABOVE PLATE DRAWN 9Y JAI; //411114141%t% JPST MANUFACTURER'S • 1 • OYERI IAN�a6 ARE 14" WITH I GDNTIN11DU0 METAL BRACED PER MANUFACTURER'S SPECIFICATIONS. UNE OPENINCYE TO 0E COVERED WITH II9 CORROSION TAG DECKING OR 112" GW>33 SPEGIFIGATION5 �� GUTTER THROUGHOUT EXCEPT ON GABLE ENDS. RESISTANT METAL MESH OR EoLiAL EAVE oR CORNICE SCALE IA." - I'-a" JNC3 • TRUSBE5 EHIALL,NOT BE ALTERED IN THE FIELD vENT SHALL NOT BE E3LOOKED. MAINTAIN MIN. 1"AIR . .. HIGHER PLATE HEIGHT • OVERHANGS ON GABLE ENDS ARE 14" SUPPORTED WITHOUT THE APPROVAL.PP THE BUILDING OFFICIALJD �1Q$# 13'S ICC!-TUTT SPACE BETWEEN INSULATION AND ROOF SHEATHING AT TO SE EVEN WITH JOISTS 2 X 12 RAFTERS Td"Q.G. BT 2 X 4 OUTLOOKERS d'-0" O.G, U.N.O. AND/OR APPROVED ENGINEERING CALCULATIONS THE LOCATION OF THE VENT. DATE U IUB!2U2I PROVIDED BY THE TRUSS MANUFACTURER. GENT. METAL GUTTER CONT. METAL GUTTER -• 1. • ■ FASCIA SHALL SE 514 X 6 LUiTH CONTINUOUS METAL FOR OPEN EAVE SOFFIT USE BIRD BLOCK TRUSS GUTTER. BARGE RAFTERS SHALL LEE 5r4 X b. • ROOF TRUSSES TO BE SHEATHED WITH I/16, CDX OR ELLOGKiin*, METH(3)1 1I2" DIA. HOLES AND MESH SCREEN R-35 INSULATION O5B SHEATHING WITH 15*FELT OR BETTER. USE COVERING THE HOLES, BETWEEN EACH TRUSS. REVISIONS I'-e 314" ! • ALL BEAMS t HEARERS TO SE 4 X 8 Dr. 52 LINO. PLYWooD SHEATHING ON ALL SOFFITED AREAS. 5/4 X 6 FASCIA— .. WE INSULATION 5/4 X 6 FA5GIA • CAE�F�RAX)� TitG • ❑ECKING OR I17"GUIS • PROVIDESOUP BLOCKING OVER SUPPOI�T9. FOR CLOSED PAVE SOFFIT USE CONTINUOUS SOFFIT PRIMED SOFFIT BOARD ]!2"Gn6 PRIMED SOFFIT BOARD I'-4" • PROVIDE ROOF CROSS VENTILATION FOR EACH VENTING, W!GONT, SOFFIT vENT Ui!CONT. SOFFIT VENT - R-21 INSULATION TRUSSES(RAFTERS TO ISE SHEATHED uliTH 1116"CDX SEPARATE SPACE WHERE APPLICABLE.. rI' OR 05E3 SHEATHING WITH 1511 FELT OR BETTER, USE 2 k 6 STUDS EL LE'O,O, �LYLuaC]D SHEATHING ON ALL SOFFI7EL7 AREAS. 1r16" COX OR 0813 SHEATHING - Tils°Gl7X OR 05i3 SHEATHING - -I - - ROVED SIDING PER ELEVATIONS SIDING PER ELEVATIONS T 2 X Co STUDS 0 t&"D.C. •• PROVIDE ROOF CROSS VENTILATION FOR EACH SEPARATE SPACE WHERE APPE}GABLE. Arch ,� o l 41, � �ra jod fomittee ® RAFT E R/EAVE DETAIL 4 RAFTER/EAVE DETAIL >�7 SCALE. 3/4'' = t'-r0" SCALE: 3/4" = 1'-0" - - SHEET 7 OF 12 , r , } QFOwCODEC,O ., cl m 7NOMv T �5� iD Jd design �FIELD- / RIDGE SEAM PER PLAN JIM DUNLAP R-3S INSULATION AT VAULT - (560) 082-0535 2}X 12 RAFTERS 1*24" D.C. WI _ JEMOJDDESIGNDRAFT NG.COIM R-30INSULATIDN , r I .' I 1:�, t V,i .t i;I•..- `'. ,. Tc: 1',.-x r x';l ;co ' .R- C Y .. :�j � ,NT/,i\;::- ICti"Y -;': 12 A. f1`1 N} e•.. K.: ` K 41 d i, . . r i .Y. _ . -I. . _ S _ . C. r Y .I Y . 1!1 _ . i .Cwt r. ,.A. K A r9 k 1 .k T !''i .7 f i 'e -t,s1 1 ',�!1 .K,x ,�'� X- TOP Of,GEIUNG --',. L__/' �.'�"' , _ BEDROOM 3 m QZ t,'• 4 Y' •� P. r - �rR o i TOP OP FLOOR w TOP OF PLATS__� --_, • . :.._..,. TOP OF WINDOWS " .7. _, LIVING ROOM - -ORO! 2 I IMARYI Le ROOM' "" '� R`21 INSULATION Ty-P. J ' ,O 0 ,r 7 ! ill 1 TOP OF FLOOR ix �..� z z t Y z X x. µ'. • v C ;Xi / i �'x`:Y' .r.. \ \ )- z 1 \ w C) CRAWL SPACE - - R-30 INSULATION TYI�, 2r of 1 rin -6 �. W a Q w BUILDING SECTION A — A z W SCALE: 114" = 1'-0" (1 re al z 6 V 1 � FS, tu z LuJ w - t.fD Q rd v aa.. H In Da.. 2T'-0" 2 x 12 RAFTERS IN 24"O.C. TTP. r DORMER R-35 INSULATION IN RAFTERS TrP, 2 x 12 RAFTERS 0 24" D.G. TrP. 'eX � { � I�`�k� t �E + [ C Y ! X �Yf ; Y�Yt YX x ' ..�� .iCX�'x'ic 2C ac TOP OF IJINt]OWS U` _ �- ____..� � _ i O I 1=9EDROO ' LtJYL °6 �� BTAIRWEL.L 0 n �i PRE-MANUr. ATTIC J —I TRUESE5 R 24' O.G. Full _`"•4 \ TOP OP FLOOR .._.._ ..._. �_...__.._._ . _..-. - ..- _...._.._... _.......,._....W...y._ \ TOP OF PLATE r _ .____-.__- - ....-__.._._._.....__ _.1.:,.__ .._.._____•-... - 7 I a ; a TaP or PLATE UJ r i ' 8 1 - R-21 IKSSLAT ON 'co ---1.-- ATM -... CLOSET _. ` � .� GARAGE Elm m- uNvr�e STAIR ;� ,.1 _ _.- _a_ - _� ° I -...... STORAGE -. O ell I ` _ r., I I2" MIN, MIAS GARAGE d -1 1 ri r I .._C...- I WALL TO 1-IOUfiE U mum N. TOP OF FLOOR ! I7571, y .it 17 ' + r, ._1 _ { .t', }_ xb � 1,l'x_ i 'Lr x 34` r t. L �. +..:k ,J.- .1ti:C� I L� - : ? =_L'.- , a lid Oa Avg a, CRAWL SPACE R-30 INi3ULAT10N TYP. 1 O - DRAWN BY JAC ' Orl JL___ I 4�---I SCALE 1I4" = I'-G" it o • JD JOB# 1318NC2I-TUTT DATE O /0S/202I REVISIONS • BUILDING SECTION B — B SCALE: 114" = Archiov di i teActSP11:thv:dt: t � � Ei.) ;:fcer_______ A8 . Dat2a ,P� SHEET 8 OE 12 FowCODEcO4 w��Q 1TYO �, j m �� oR� C, iD jd design �T�FIELv��se� R-38 INSULATION TYP. - (RIC GE BEAM EsEI-IINID) 2 X 12 RAFTERS P 24"p.C. I R.-UN IN5ULGTIOW TYP. JIM DUNLAP (369) 988-0535 I HIGH PONT CP ROOF JIMOJDDESIGNDRAFTING.CGM 3:151 -.. 00:1\ls Alt-----4 -4,'"yr.; L.11,-;•c-Xx.0., , ,x • t ,_4,,•• . i , x.-95c.-,(1 y1.1._,c-x...,,- .6,.-,:_:•., __Li • • . Y •. x, TOP OF UJINDOiU • N\ .. TOP OF PL ATE A❑ORMER - f _ \ Ci- w TOP OF W1NDOW5 _ _. �_ ffi ,� f NN jL90 I •O '� -._ POUISL.E%ARN DOORC k rep of WINDoW .L• . 1 Lil L . ...0, .._. ....; 61 . .. \ TOP OF FLDCses cs F' if n .w raL Art . Iim. y :.. TOP OF U11NOQU)S lI` W TOP OF WINDOWIDOOR ' -- -• � {7C EI�IDINING, LIVING ROOM dzi s.4. - r-_. 7) T0POF FLOOR -.._...._ , I __..___._.—_..___.—___.___. ♦ --___-__.__._.__ ._. _ _.___._ _______-__ a TOP GF FLOOR._...._._._ _"'f �"T' p111 /]�T1�I X�i�'�� xL�[ ,yX�1''S` �. 1/"Y`�.'y /.i e9x�! C }' �Iy��I'�E,IYVy��1/f.,�\� '�'}{tY`i }, r��7�.,T} r`X �t�'SrT1 �li 1 �.�51'lwif.�-1� i '\• _..__.-. 1 ■ � ..1.,�.{-1��..1 •YY i.. :..�f_,+�.1 „Y"_7,.4 �..>��L.LJ�,ykL'.,�.r�. ��. .l..i .��.,A. t..i`�+ �,.�,5 � ��i - ' >t.J� 1-„7,.1.:[...� ,.a 1i. I tk AVEF2AG£CsR4DE a Hau5£ cp A�fco CRAWL SPACE -. If 1 • R-aa INaUL.ATION TTP._.1. 1. \ ' f `i W L .a a gH BUILDING SECTION C — C a u CC co i SCALE: 1/4" = f'-0" tglL. UJ , D' oi zL.1.1 vie o p, 'Ik <� aD 0 < 0- 2 X 12 RAFTERS R 2.4" 0.G. RIDGE E31~Arl PER FLAN NONSTRUCTURAL COLLAR TIES TO DEFINE CEILING R-361NSULAT1ON [ ;t 12 1 I 3.75 1 TOP OF CEILING JOIST P 5E r- 7ROOl`t , 0 / • jate... .. -;' I ROD u 1.;. 1 2 x 4 KNEE WALLS tYP. CO _... ATTIC ATTIC • _ f 4 ' TOP OF FLOOR I �� i T i TOP OF PLATE _ I 1 I ..... I r r i r - 1 I - I I 1 I A T I ._... ...................._ Ci NM 0 I __ PRIM. PRIM. ; PRIMARY D R-21 1NSULAT1oN TYP. I _._ — f3ATFI CLOSET ._j ._. PELDROOM — a CO 06 I ____-_ --___.- 1 __.___.__.-__ TOP OF FLOOR .-.........._ __.- DRAWN EY JAB k I Fr. SCALE 1/4" = 1'-0" ONO -1 1 ` x f; �, \: ':1•A �. 7 r ',`I. �4' r 1- `�, Y DATE 951Lt81�02I T Y.,_,X.4 'jx.__ �^ _., ; k i x t '. a.-,. ' ' JD J06 I f8NC2I-TiJT • CRAWL IBIPACE f I ; REVISIONS R a39 INSULATION F1DN TYP. . L.___l S ti tirWO od ittee Hi t's : BUILDING SECTION D — D Arc, frte SCALD: I!4" = I'-0' � #'l Bye ic90./1--- -. .- .�gym. Date_ L °0 A9 - SHEET 9OF12 f QFOgCODEC,O }gi ��, 1COR 1891 ��,Stry 0jd design �Z.OECD 1, JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM GABLE vENT DRAINAGE CRICKET .:=_..:... GABLE VENT F ._.--__--_.... RAFTER WINDOW SCHEDULE CDMPD51TIpN RODF SaINGLES - -F 1 X 3 eHA �� _ - - ti I�X 8 FRIEZE TRIM (2)2'-8"W X 5'-g" H CASEMENT LEFT-i-4ENGE❑ / . (27 2'-8"IV k 5"~0"H PICTURE UNNC7pg1 -._ TOP OP WINC3GW8 p z \ {G} (I)2'^g"El))c 5'-e"H CASEMENT RIGHT-HINGED _w_ - 0 (I)3'-+3"LUX 5'^9"H CASEMENT LEFT-HINGED \ NIp (i)3`-e'Ili x W-0"H makr-I-LINGEa{E J ._,__...-_._.._.._.-_____.___._�._•._.---_•._._.__ _.�_._. ..____ ..... ____._...._. ___.___._ �_-... _._____._ ._.w---__- : 0 (I)3'-O"W x V-9"N LEFT-14440ED(SAFETY GLASS) ../. __ _ _ -.......-_-_...W. - 0 (2)2'-9"1U k b'-B"H PICTURE WINDOW (I)3'-49"U!X>04 H SPECIALTY SHAPE H TOP OP PlACFR 0 (1)3'-0'II)x XX 14 SPECIALTY SHAPE _....__.._._........_.._...,_,........ . ...... .... ...... TOP OF PLATE 0I)SPECIALTY SHAPE ... . ..... .. ._._. ..._ : TOP DF WINO 1L {1)SPEGIALTY 3HAF°E 5/4 x 4 CORNER TRIM _ / '. /® ..._...... _. ....._....... . O - _......._._...._......._......,..._...... �.J 4J _ 05 L (I)SPECIALTY SHAPE - �...,....... . ..,.__... .., _ _.......... �..._.._... ILI HORIZONTAL LAP SIDING � ___w__ M (l)SPECIALTY SHAPE _...._. ..._._.._.. ....._ _....._,.....,..__._...._.......__...._..._. __... _.._._..._.._.._.._._.... -.- __...................._.... .... N (3)2`.-6"W X 1"-6" H AWNING R _. _ -.-. __.___ 4 NOTE: HANDRAIL IS NOT0 d {2Y 3'-p"W x 1'-0"H SUPERREQUIRED UNLESS OF DECK -_.____. ..----..._.. ...---- _�..-_._..._.____ 19 OVER 342 FROM GRADE �_....--..._.._-. ...._.�._......_..__ - - ...____.µ-.-._..---__•_ ....__.___._..__^_.=_-._..�__._._��__.._____.�_.__-._.._.------________..-__.._-......__-__..._,...._.,-.__.__...._.._M__...„.__._....__..._...._......_ N CI (2)2' 6"W k!'-S"u PICTURE WINDOW _. .__..___ N ^: __._.__...__._: ... �.._.. _ _ -µ �._.__.� _T__.. -__ _�_v.... �T TOP OF FLOOR W a (I)4 6 W X 3 b 14 SINGLE HUNG ^-_ ..._ ...._..._ .._ .................-. ................. ..,_...._. .....__...__..............._..... __..........__............._ , CI R (I)5-A"W X 3'-0," H t70U19LE CASEMENT I 1 I 0• w 0 (I)3`-0"Ut X ace 14 3UDER{4AFETY GLASS) COL L.o W 1- z(2)3'-0° kdt X E+'-0'H SINGLE HUNGU f} 0 (.$)2`-5" 11 X 5`-®"H 61NGLE HUNG o Ca 'a {I)2r9" X 2'-0' H PICTURE WINDOW NORTH ELEVATION 6 I�1 n SCALE: 1/4' = 1'-0" pL^0.. LIS a. v) n � • 12 cor1P0 ITION ROOF 51-HNGLE5 - 18 CC /. 0 40 0 0 0 z ` TOP OF PLATE 0 130'iTQf"t OF LJVINCs ROOM WINDOWS _............._.......,..�.• . ...... .. -_.....--_- � __ - _ \ _? - - 7 TOP OF WINDOWS TOP OF WINDOWS .... . I I l r ., ___. P. -1/ HC)RIZOh1TAL LAP SIDING, ---+�._.. . . .,_ ____ _ _ _ _ _. . . . .., „ , , _ ___ .. i3OTTOM OF LIN7OW8 ......_.....- ,, / .._._..... ..._. �`- `* r/ ri -__...,.____ L r __.-_- — Q .... 0 -.,.._ IN TOI OF FLOOD f - ... ... \ �, _...,......... _ - TOP OF FLOOR \ \ BRAWN 8Y JAD _ _—._ _ _ __ T SCALE Ili." - I'-0" UNO JD JOB# I5I8 IC21-TUTT - DATE 05/081Z021 REVISIONS EAST ELEVATION APPROVED AP SCALE I14° r ,�m -� tI ttWOOC) till li _ Commit . By Oat( 7 - a_wiik ,,, Al 0 SHEET IC OF 12 �. '. - - ' ° �� designVOY,CODE rn 1891 ELD 01D �v��xh ~' J|MDUNLAP J|MQJDDES|8w DRAFTING.c0n �mwp��r��cr� .^ TOP OFpuTmwDORMER ' � �o��om*�� - -- -- ---' 'r c�pum�, �----_--__---_-_---� _--__ ~��'--'_---__-_-__-_-_--_�----_---� - '- � -- ' ' ' ' -- _ - �� N ��- -___---_---_--~__-__---_--- ^^ TOP OF PLATE -... ,~------------- ---- _..... ----- -- .... .......... ....... �r-.--�_--- op�wocm� / / � ��. �� _ ��.�__— LLj ��~�� v-�� -� ----- ------------------' ---- ------' - -' ------�--- /lw/� /lw]� /lw/� - -- -------- Lu � ---- �-----'---------' ---- -------- --'-----------------' -' ---- - -------' '------------- ' - ' ----- ��0 ---- | � ----------'----- --------'-----------'�-------'---- --'-----------------'-.----------- ------'--- m�� _., -�____ _--�� - '�- - -��_��-��~�� -_-��- -------------- ---' ---------------- --------'-----------'-- --------' --- - - ' -- ' ' '--- - ----- � ��n � ^^ ropopw�mR --- i w ------'---------- --'--�-------- --''----- ----'-- � ��, ---' \�� L_� __ _ ______ __ ______� __ _ __________ _ ----'� ' --'-----'--- ' -� --� '-� ---- ------'-- ^ NNN '--- / --- --- --- -- - - - - - ' ' -� '' --- -- � N�� vsm��em��m�umuwm � � SOUTH ELEVATION ��/ N N~� ��u�. � �� 8 - SCALE: }/4~ " |'-o^ w � (n iL � ' DORMER - / � =-T=OenxN RxOpowwGuE$ - TOP OF PLATE Dn�QM@R - ` ropup�wpou� w u�� N�� ' --___----- � � �~ ropopw�x�i �� " L' � -_-_-_-___-_'-----�------- ----------------------- -----' — ' ' -- ------ �o�op p��m 8��°~-----------'----'------------ - ----------------------- ---'----'- ' - - --- - ' ' - - N�� ^^ ��----�- --------------'--'--------'---'---'--� -----'-------- -------' -- - ' ' -- ' �'--- TOP opUwomuS _.......... ---'------------------------------�--------------- ------------- - - /�� ,' ^ `` ----------- ------�---------------'--'---� - -- `�/ ' ^' ` ' �--'-------- /�� \�) --_'`__--`_--''_- . ` / ` ^ -----------'------------------'------'------'---'----------'-----'---------- - 0�N��N0 ----- � ` ^ ' N��N��& -- --------' � � L) �_-___ - ��_��'-�� Lu ------------------------'-----------------------------------------''--- '-------'----'-- `, -- -------------'----�--...- --.---- ----------- '-'- - ------ < �N� a �� -._-___--__--_-------____-__---__'-_--_____'-_ _-_-_--_-_----' ` 1 � -_-_____---__-_-_-__-. ' --- _�----_---'---_ �-__ '_-' -_� ILm�� `� --------- ---------------------------------'--------------- ------------'--- ' - �� ^-------�-------------- '-------------^--- ---�-' -- - > �.___ __.�_��__________�__�__________,_��_._____~��_�_.______ � ' -�--� '� ��` ' ' _ �_�_ r�� DRAWN BY J^D ` SCALE V411 = ['O^ wm JDuOD# 1318wC21-TUTT � DATE 051082021 ' ' REVISIONS WESTN�� ELEVATION �� N��^0�N N��N�� N 0��N�� ` %�� ~ �� w�� m�� `i"o�� *�^ l ��"��N� �� 1�� ' R Al �� - u� SwsETo o� /3 ' � ' � . � • • QFOW CODE co ,� T YC m y trwood..d?,„�Z Se p Jd design �FIELD�� . - - �"�--- — 3 is h t (' ra I Cornm iU II , , rIz"GwE3 II). JEM DUNi.AP .-.:; R-21 INSULATION 1I2` Gu1S _.. ...,.__.�_ - _ R-2I INSULATION r J I M�,1DPESI GN DRAFTi NG.CO M BIDING PER LEVATioNa .'� 2 X b BTUDs as i6" D.C. 2 X k'STUDS el Is"D.G. Date- _S 4-2042 1 1/2" G1IIB ' ' ".�•; 314 TAG PLsLUQpD OR O9B SUPFLOpR 3I4" TIG PLYWOOD OR Os'S'UBFLOOi2 ']Ifs"CDX OR OSP SHEATHING JOISTS PER FLAN JOISTS PER PLAN CONT. RIFT JOIST - d"CONCRETE BLAB ON S MIL.""c. r VAPOR BARRIER PRESSURE TREATED 2 X 6n SILL PLATE SEE ENGINEERING SI FOR ANCHOR COLT _--� SLAB RENFORCEEMENT OPTIONS SP<^CIFIGATFONs. ;� .. `[ PER ENGINEERING I- ji J 4 x 4 PT. POST I III eiM SON CES066-$D02 GRATE I /\/\/ 1� \� ; ,' :/ ti. If \ DR ABLIs6 PVST 5ASE r d-'. a"SONOTUBE SQUARE GRADE f 1 f I,. J OR ROUND € IMP. - r J 11 1111 FZ-38 INSULATION — 1- 1 II•, , . -- • I R-38,INSUI-ATION o fl �. �, d" [71A. DOWNSPOUT TICsHTLJNE • 11 a t-3,1 kU r`h } k Y .i ` , u II,. lull. i , r.i 3 to IC;. sEE ENGINEERING FaR FOUNDATION I II s II'" SEE l=NGs[NEERING FOR FOUNDATION °,IE .. i{ II L] WATERPROOFING 1 1EM13RANE 81SE F2EINFORGING 8GHEDULE (4)If4 VERT. FEOOK5 2 CONTINUE OVER FOOTING SIZE REINFORCING SCHEDULE II, 11 z .s 4" E A. PERFORATED DRAIN TILE . I - I I! II E ',7 Il " 4" 1-TIN. COMPACTED GRANULAR FILL I ' lI '11 ip 1 ` 'II €. 6 MIL VAPOR BARRIER I ' 6 MIL VAPOR BARRIER ' ID DRAINAGE GRADE GRAVEL • -n 11 .y' ' CONTINUE OVER FOOTING " IC ^ • CONTINUE OV(F2 I=GX7TIIJG II -1 1 ; FILTER FABRIC Ar - „ w � _� -, " UNvSTUFRBED EARTH UNDISTURBED EARTH UNDISTURBED EARTH u-i u z u.J TYP. FND. WALL DETAIL 4 HOUSE a� GARAGE DECK POST DETAILEL 0iX SCALE: 311." = 1'-0" SCALE 314" = II-0' SCALE: 3/4" W 1.-0" 4 } W qa b ❑ J L CC ,. 112" GLUESoPr1oN a W SIDING PER iwLRYATION3 1-- z 2 x 6 STUDS W 16' O.G. A_ __ Q 0 1/16"CDSi OR OS SHEATHING (2 X 4 OK) fX ❑: t2, ANCHOR BOLTS PER ENGINEERING A° CONCRETE SLAB ON 6 MIL GARAGE 170DR rcn c, VAPOR ER 3Id" PLYulaofl OR O5 s SUSFLOOR - !BAR F'.T, 2 k 6 SILL PLATE 314'X 8" OFFSET. VERIFY SLOPE GARAGE GONG. PAD 8 - Q .0 SLATS REINFORCEMENT OPTIONS wI DOOR Z"TOIl1ARD GARAGE DOOR JOISTS PER PLAN- - 69 7 a a" STEM UTALL PER =NG1NEE=RIN[s • a I.0 DRI V cwAY SLAB 1- n a. \-._ -- SLAM REINFORCEsMENT cJ :en u�3GRADE \ i'�,� OPTIONS F°£R ENGINEERING u 0 12 a i aj Yqr i!1•x s L s 2 y� s x r•r; a ,� �- ..,,� _ FIRE.. 4' BLpC.KNG U1 �'f dQ.. 4" DIA. DOWNSPOUT TIGHTUNE • ^II n ,, „` ;1. I p F, a il WATERPROOFING MEMBRANE - II --A" MIN. COMPACTED GRANULAR FILL l� L. CONTINUE OVER FOOTING 'IE . 2 I' ,� 41! r SEE ENGINEERING FOR FOUNDATION E II GOMPAGTED FILL BEARING WALL 1l HOOIL 414 DOWELSit43' DR41NAGE GRADE GRAVEL I- '.`; Ij.. SIZE REINFORCING SCHEDULE O.C. INTO CENTERLINE 11... (g3 a4 RECSAR CONT. t FILTER FAE'.RIC ' E �'' OF SLAB '..T i= : ^ AS SHOWN Y-r1/ 'J._-' - (2)#4 REBAR CONT. — ALL SURFACES Y BOARD ON IN FOOTINGS UNDISTURBED EARTH -\ Y ; SPACE UNPER STAIRS 4" DIA. PERFORATED DRAIN TILE ;v�y�' . . ------\/\-' GARAGE WALL DETAIL GARAGE FOOTING STAIRS AT LANDING SCALE: 3/4' = I' Q" SCALE 314" = I'-O" 8 SCALE: 3f4" = 1'-0' SEE DETAIL'1'FOR ADDITIONAL SEE NOTES ON PAGE Ad FOR TYPICAL CALL-OUTS 1!2"GIBE STAR AND HANDRAIL NOTES R-21 INSULATION SEE ENGINEERING FOR DECK STAIR NOSING 314"-1 114" LEDGER SPECS 2 X 6 STUDS¢a 16"O.G. PET.IRG F231l.1.5.3 TOP OF HANDRAIL DECK JOISTS PER PLAN 314" TIG PL-r•OJooD OR OSL3 SUBFLOOR JOISTS PER PLAN CO (3)2 X l2 5TRINGERS uwirl DECKING PROVIDE!BLOCKING AT fl p �r JOISTS PER FLAN a M RISER BEARING MID-SPAN Z EXTEND TO TOP ili e I e f r r --r . .: .."R • - ........_.... - ..-..te. .. --------. RETpRE�TOwALI_. -� �4 W x /\ r, l', IF 518"rri'E"x" arr. BOARD c7 O FL 1 �, Y,r I f ON ALL 5URFA Es USABLE' . `'• SPACE UNDER STAIRS i0,, MIN. ;. 1III - R-38 1N5ULAT1ON 4 X 4 POST U.N.O. USE 4 X 10 OF GIRDER U.N.O 3/4' TtG PLYWOOD OR DRAWN BY JAI \ ICI, •. PRESSURE TREATED POSTS. OSB SL]E3FLOOR ,a \ \ SCALE I/4" " I'-0" JNQ II USE 4 x s POST S BEAM lit X JD J08# 13:8NC2E-TUTT 4" DIA. DowNSP'OUT TIGHTLINE - " , SF'LIDES. ill YaC44 OR E3Gdty 1Ci6T5 PER PLAN �;E „ iI FREISLOCK1NG AT TOP + DATE 0b/UA/CO2i WATERPROOFING MEMBRANE .c SEE ENGINEEF21NCs FOR FOUNDATI{7hl AND E30TTGM AGR055 4 -J \ CONTINUE t?VER FOOTING SIZE REtJFORCING SCHEDULE SIMPsoN PS OR Cis CAR AEBU2 (2)#4 REBAR CUNT- AND BOTGER Blw c o OF2 SIMILAR 1'03T[3ASES N FCG]TINCsS STRIDS REVISIONS d" PIA. PERFORATED DRAIN TILE it l`="`. ''4 . II '' S Mt. VAPOR BARRIER CONTINUE OVER FOOTING /ti SEE ENGINEERING FOR FOUNDATION i . ' iY. Y x ( , / r ,\ 'X 'Z T II ""«...�. 6 NTMIL VE ovER roR cTiN SIZE 4 RErNFORCING SCHEDULE / i • r ' '' fI ` , \ ' . r` 1 \ I ' r DRAINAGE GRADE GRAVEL I • . CONTINUE Cvi:R FOOTING r ; f T r Y r i , ( + r • �i ,: 4 HLTEFR FABR{G c • . ... - .. . UN25TURFIED EARTH i 2X THRUST E3LOCK UNDISTURBED EARTH ilDHOUSE @ DECK 6 POST & BEAM DETAIL STAIRS AT FLOOR SCALE 3/4' = I' 4" SCALE: 314" = I' 0" SCALE: 3f4" = 1'-•0" A 1 2 SHEET 12 OF 12 L QFOg CODS c0 ,`�4 G11 Y CC �2 . m (>ZO FIELD,�Se' Structural Callouts0-Copyright ConstrpctihnCalc,Inc (CCI) • Seams ' 0 PA Per Architect Default sawn material is Doug Fir No 2 or better. * Structural Item:This item and related connectors shall be per architect,/designer. Default glulam,LVL.PSI.materials-see Standard Structural Specs herein.Default LSL is 1.5E,2,300 psi, min Fb, '12 FD Floor Diaphragm Default wall connection:3"bearing in pocket or on plate with min.,2 studs below. * Sheathing: With joists at 24"or 19.2"OC,use min.,24 cc rated, APA Sturd-i•-Floor:either 3l4"species Default end post connection:LCE,ACE,EPCZ, ECCO,or similar. group I,or 7/8"species group 4. May be OSB or plywood. Good for 130 psf,TL(i L/360 deft. Default corner post connection with mitered beams over:LCE4,LCE4Z,or RTC44, Default mid-post connection:LPCZ,PCZ,CCQ,or similar. * Sheathing: With joists at 16"OC,use min„ 16 oc rated. APA Sturd-l-Floor.min., 19/32" thick, May be 058 or plywood,Good for 245 psfTL(0 L.1360 deli, Default beam to beam connection:Hanger HU,HI}C,HUCO or similar. Bear on top,2, HCA1ti. * Sheathing Layout:Case I per IBC 2300.2.1(1) Convector(if blank - Orient sheets continuous over two or more spans,with the long dimension across supports. Caliout Min.,use Alt 1 min.,use Alt 2 mitt.,use use default,above) Notes * Nailing:Glue,and connect with Scl ring shank nails or#9 screws.at 6"edges, 12"field. _• ... _m . * Blocking: not,required except at supports(beams),and connections to sheur walls below. 30B, 31B 3, 2x12 1.75x11.2 LVL bracket to 35B per Arch ,17 I'II) Mt 1- Holdown-Embedded Strap Type. - 32B 3.602 glulam 5.5x10.5 glulam * Min.Capacity:Good for2185 lb uplift. 338, 34B 2,2x12 1.75x11.2 LVL * Holdown: Use LSTHD8 for no rim joist condition. - For ring joist conditkm use LSTI-1D8RJ. 35B 3,5x15 glulam 6,5x13,5 glulam * Nails:Use 16, 16d to full-height stud as follows. 3613 4x8 2,2x10 * Stud: Use larger of.king stud as speed elsewher or choice of 2-2x,3x,or 4x. „ 40B 1,75x11.8 LVL 2,2x12 p foundation and 1st Floor Framing. 118 Alt 2-Holdown-Bolt Type Ali slabs are 955: /Dfc, 418 1,75x11.8 LVL 2,2x12 in add'n to joists to support load above * Holdown: Use HDU2, -All interior floor sheathing is 121F0,typ. , . ' : 1 428 4x1O * Lags:Use 6 SOS .1/4 x 2.5 to full-height stud per above -Stair framing per Arch and code rain. 43I3 4x8 PT Anchor Bolt: if vet set, use 5/8°'diameter SS1816,or 518"all-thread with nut and 3' washer on r..- 1S S .�.. - - 3-•.. * embedded end.Min embedment- 12".If too long to tit in footing.bend 90-degrees at bottom of footing. I Joists and Rat/ers Maintain 3"cover at bottom of footing,. iigitt Default rafter or deck joist to beam connection is can't or skip blocking and I-42.5A,or HI,or A34 with screws. - Ifrotahammer,use 5/8"Titers HD or all thread&epoxy,with 6"min concrete embedment,centered in • ` /, ` ' Framed root overhangs,eaves,outriggers,etc.use 11 C-compliant construction. stem wall. `o Fe. -,s Default sawn material is Doug Fir No 2 or baiter, exposed to weather shall be Pressure Treated(PT) 81 L Ledger-Deck,foists to Rim. _ _ c I I� Default sawn face mount hanger Is U, LU,LUS,or if sloped ratter use LRUZ. Ledger: Use thin.,2x,PT ledger at least as tali as joists. " , ;I. ! 1.9..?"-- ' f�►'f Default deck joist hanger is U or LU(not LUS)with galv screws,or galv TECO or similar mails, • Ledger t~on€teeian:Connect to rim with 2,SDS or LedgerLOK ut tnax., 16"OC and within 3"of ends 42.5 I ; 11- 1 y ' Default sawn top flange hanger is JBA,LB,BA,or B(welded app,use LB, BA, or B) and splices. E - SOS or LedgerLC]lt:to be of length necessary for full penetration in rim. y : � �!� ��T 9T5 Arty national I-joist brand,equal or stronger may be substituted Joist Connection:Connect joist to ledger with U or ill hanger(not LUS),all holes tilled with galv : - } II ....; 1, 7,i t:: I-Joist roof overhangs,extensions, outriggers,and cantilevers shall per per manufacturer's recommendations. TECO or similar nails,or screws Simpson SD9 or similar. ! l '7 ; Default Hoist face mount hanger is!US or MIU 89 TS Tall Stemwull at Narrow Shear Panel. 1 ;4t Footing: Per 9f1FC ' i it ii b Default Hoist top flange hanger is ITS, HIT,or NUT ** Str=rr€wall: Stsmwall per c10FC except that it must be 18"min„wide x 8"chick,and extend 42"min above 6)IFS j 4 9l 5 ' ; Cailout , Min.,use Alt l min.,ttse Alt 2 thin.,use Connector(if bionic )Votes top of adjacent slab. - use default,above)., 90 FC Footing,Continuous --`, r`" 1 yn .._ , 1�..,, _.. _ ,.. • Retained Height: lv'lraxilllum retained height(unbalanced till)=-4'. a p xcCPT * Stepping: t3l;tay to step this footing its necessary for grade changes.All bating longitudinal mbar shall ; i ; vRAtP � a fG 61R 2x1024" .continue through step,okay to bent!90 degrees at direotiou changes. I` -� 3o 1 65J 11.B TJl 110 @ 16" 2x12 @ 16" - * Footing: Use mitt., 18"wide x 8'' tall. 4 P. Post - Longitudinal rebar,use 2,44 continuous,3" from bottom. '�" I" ' �°FC u Default material is Doug Fir Not or better. * Stemwall: Use stilt 6"thick. I Vertical mbar;use 44 at all corners,wlail ends, intersections,and at.4"OC. max,centered in wall,withw I 4}h �j�[�!+ Default bottom connection.on plate:2,A34 with TECO or screws,or 4, 16d face nails. alternating 6"bends at bottom footing rebar. ti p 1 Default bottom connection on. beam:2,A34 with TECO or screws,or PCZ. if - Horizontal ontal rebar.#4 top and bottom and at 24"OC max.,centered. 430 16 1,11` kg -31 P ;�$ Default bottom connection an concrete:Pg.or AB,or ABU.or ABW,or Ct35Q - At doors,stentwall may be shortened oromitted. e * Alternate bottom connection on concrete:#5 rebar or 518"aft-thread,epoxy 6"min.into post butt,and 6"rain.,embed in _ Crawl openings 24"wide or less in stet/malls are permitted where no significant point loads from above `o "" ...{......a...-"".- cone,Conc embed may be wet set or epoxy. occur. * Drains.: Install footing drains and/or downspout drains per others and as required by code. Colloid Mitt., use Alt I min., use Alt 2 min.,use Connector(if blank Notes 91 FS Footing;Strip . , use default,above) a * rooting:Use min.. 18"wide x 8" tall. lflP 2-2x4 4x4 * Longitudinal Reber: Use''.#4 continuous 3"from bottom, -' , 71 P 3-2x4 2-2x6 4x6 93 FP Footing,Pad 72P 3-2x6 6x6 4.2x4 1, Footing:Use min., 18"square x 8" tall. If in slab area, footing may be mono-poured with.slab or below slab, Height may include stab height if 73P (see main cellouts) - poured monolithically. 74P 2-2x4 4x4 under point load above Plinth: If plinth is called for use round or square per Arch, min diameter or width such that ail rebar and 75P ,„ 4x4 PT 2-2x4 PT 1, post base connectors have 2"min.,3"max.,concrete cover on all sides.Chamfer per Arch or as necessary to shed water. Ninth rebar,use 3,#4 vertical,equally spaced,with 4".90-degree bend at bottom footing rebar. Hoops or • _ horizontal rebar is not required in plinth. * Footing Reber: Use 2,44 each wiry,3" from bottom. • . .. , , PP ROVE: 95 S Slab on Grade * Subgrade: Use structural till or native Material,compacted to 95%relative compaction.It is strongly Sflt od recommended that all structural fill be checked by a geotechnical consultant. * Littderstab Insulation:May use XPS or FPS rigid foam with min.,25 psi compressive strength under � • Arch � ' ' slab.If used,provide and install per insulation manufacturer's recommendations, m tt * Slab Thickness: Use 4"min. By * Reinforcement: Use any of the following: - Min.,#3 rebar at 24"CC,each way,centered in slab. rl '2' - Welded wire fabric,min.,W2.0.6"x6"(6 Ga.),centered in slab. Splices overlap S" min. 09 1 - Fibermesh per manufacturer's recommendation. - Helix micro rebar,min.. 5 lbs. per cubic yard. * Control Joints:Maximum recommended spacing=8"OC,each way.This is a non-structural item and Tim K. Garrison, P.E. 2316Antone Way may be changed or omitted by Owner or architectural designer. Anacorte5,WA 98221 * Vapor Barrier:Suggest a ruin..6 mil.,plastic vapor barrier under interior slabs.This is a non-structural Rrdfassidnal Ttragineer TirnG@7imKGarrison.conr ,_.. item and many be chap&ed or omitted by Owner ot,architectural designer. {3sD)7t]8.1$s5 Foundation& 1't Fit:Framirsgr Structural Analysis; New Ronne at 4118 Brant Cir., GARS Anacartes WA of.wAsjil'' r, r ;, 411111k4 t 4 Client; Mary Tutty '$ 4,470 zs Building Design:Jiro] Dunlap , Jab Number:T21042At Dates June 17,2021 -" +i t�ar,Mra are s 70 t i VA CODE co ,`�4�G14.6 Ty O �2 Structural Callouts0-Copvrie..ht ConstructionCale, hoc(CCI) _ rn 0 PA Per At-cltitcet Lower Level Walls and end Floor Framing 1/8"=1' 3a e et, 1891 j.tys * Structnrel Hem:This item and related connectors shelf be per architect/designer, -Ail Interior floor sheathing is 2,2E11, •typ. • �:�--.;.. b % 4CORN 6'\`� 11 RI) Roof Diaphrstgnt -AU exterior walls at this level are 1LPW,UND. • nee_.eFIELDr1se� * Shear Capacity:Good for Eli 230]tit'-seismic; Eh-322 pin-wind.Max aspect ratio='-es:1. -Interior bearing walls are indicated with diagonal hatching. _ _ a -Stair framing per Arch and code rain. Ot Fraraing:Trusses or milers:2x at 24•"OC,max. - ; r_ Headers * Fronting Connection at Support: (A eee.e. lei Yoe o - W'itete connected to shear wall,connect per shear wall rollout-top of wall. c r - .-. F- -�. - c t dc#rt l taL Default header material is Doug Fir No.2 or better Where re irtts5es or rafters connect to beam,use 112.5,or A3 with screws,or similar,typ. 1' ` \ ''� tar ' ' 41'1 ' �y 2x headers must.be in tali orientation with flat 2x Walked at bottom in"L"configuration - At ledger,connect per ledger ea.11oot. I \ \o . <nt- Default Trimmer,use 1,2x stud or Simpson LUC}ranger,each end. '� Shea#ltltag: 71I fi"ittin,.QSI3 Ott'CDX ltlyevood. tN...__., {....- f Default King Stud,opening 6-feet wide and less use 1,full height stud each end(plate to plate.) ....-..,..q * Sheathing Layout Case C per IBC 2306,2.(I). 5 2.o sa Default King Stud,opening wider than 6-feet,use 2,full height studs each end(plate to plate.) * Nailing: Use 8ci at 6"edges, 12" field, Trimmer,each end King Stud,each •* 131aelcing:Not required except at supports end at connections to shear walls below. o� ,� "` gq'f 2.4 8 1f5 Callous Min,use Alt I min.use Mt 2 mine use (if blank use default end(if blank use 12 FL Floor Diaphragm �`-� f,5 i'`� * . Sheathing:With joists at 24'or 19?"OC,use,lalih..24 cc rated, MA Sturd-1 Floor;either species _ ..5.. ._ z - - - above.) default above.) '+ 20H 2xS,"L"config 4x6 group i,or 7J8"species group 4.Maybe OSB or plywood,Good For 130 psi,T L u?V360 deli, ' P? 231I I �' t20+1 � i11 l l'W 110 21H 2x10,"L"coring 2-2x8 4x8 * Sheathing: With joists at l4"OC,use mitt., I.6 oc rated, APA Send-L-Floor, min., 19/32"thick_May he I e IL �'" r xr '�`� 22H (see main ca1[auts} OSB or plywood.Good for 245 psi TL ern L/360 deft. 1,,4,___t , `} 23H 4x12 6x12 2 * Sheathing Layout:Case 1 per IBC 2306,2,1(1) 1 CO 24H ex12 5,6xt3 glulam 2 - Orient sheets continuous over two or more spans,with the long dimension across supports. 1 Beams + * Netting: Glue,and connect with Sd shank nails or en screws,at 6"edges, t 2"field. 8ring 70P 4 I Default sawn material is Doug Fir No 2 or better. * Blocking:not required except at supports(beams)end connections to shear walls below. ,} 17 H1] Alt 1 -Holdown- mltedded Strap Type, r Default giulam,LVL, PSL materials-see Standard Structural Specs herein.Default LSL is 1.5E,2,300 psi,min Fb. me * Min.Capacity:Good for 2185 lb uplift. } .A-, Default wall connection:3"bearing in pocket or an plate with min.,2 studs below. ,. _ * Holdown:Use LSTHD8 for no rim joist condition. - H a ifn` a APPROI/ED Default end post canrtectian:LCF,ACE, EPCZ, ECCQ,or similar. - For rim joist condition use LSTI-D8R.1. �17�i Ilia,�� S + Default corner post connection with mitered beams over: LCE4,LCE4Z,or RTC44. * Nails:Use 16, led to full-height stud as follows, A fi�o 11,t Default mid-post connection:LPCZ,PCZ,CCQ,or similar. * Stud: Use larger n#': king stud as sncc'd elsewhere;or choice of 2-2x,3x,or 4xa � i 1 rd ,r Default beam to beam connection:Hanger: HU,HUG,HUCD or Similar. Bear on top,2,HGA19, tt Alt 2-Holdow -Bolt Type * Holdown:Use I.1DU2. rtte Connector(ifblank * Lags:Lice 6 SDS I14 x 2.5 to fill-height stud per above Conant Mitt,usae Alt 1 !trim.,use Alt 2 ttltim,rise use default,above) Notes Anchor Boit: If wet set, use 5/8"diameter SSTB 16.or 5/8" all-thread with nut and 3"washer on Upper Level Walls and Roof framing lei"=1.' * embedded end. Mint embedment- 12". If too long to Fit in footing,bend 90-degrees at bottom of footing. -Roof diaphragms are 11RD,typ. 3013, 31B 3,2x12 1,75x11,2 LVL.� bracket to 3513 par Arch maintain 3"cover at bottom of footing. -All exterior walls et this level are 1PW,UNO. -' "Pon w •-� 32B 3.5x12 glulam 5.5x10.5 gI>_tlem ifrotohanin er,use 5J8"Ti ten 1-ID or all thread&epoxy,with 6"min concrete embedment.centered in -No interior shear walls required at this level. ! 338,848 2,Zxiz 1.75x f i_2 LVL stem wall. .Exterior pony walls at roof pop-ups are 1PW,typ. I[ 3SB 3.5x15 giulam 5.5x13.5 giulam 22 el Header -Ledgers at lower roof to upper shear wall are SOL,typ. * Header:use Min,5.5x12 glulam.Length-1ft'(wall to Wall). ,� 36B 4x8 2,2x10 * Mlullions and Studs. Connect lower mullions and studs to this header with A35,typ,Connect 77M and _._. � �bl� - 'i III 408 1.75x11.8 LVL 2,2x12 731'above per those callnuts. _4---•-ra•- -•- -r- -- .,-r - . _ . . _ ,__..._._._. 41 B 1.75x11.8 LVL 2,2x12 in adtt'n to joists to support load above 73 P Post u , t Y "'�� " v 428 4x10 * Post: Use milt.,3. I,75x5.5 LVLs or 5.5x5.5 giulam,continuous top of 22H to 3213. 1 20 II to 438 4xf3 PT * Top and Bottom Connection:Connect to 32S with LPC,EPCZ or similar.Canrret t to 2211 with 2.A35. # i k I a v. -e-—.... I--s t�-� a Joists and Rafters * IIF� — - —� o Default rafter or deck joist to beam connection is con'(or skip blocking.and 1-12.5AA,or t•41,or A34 with screws. Header Connection: Headea•(s)may be supported with 2x trimmer or hang on this post with LUC,t-iUC'. {; n I� y l 1IUG(1 or similar. _ '`'I °'� ----,.1 Framed roof overhangs,eaves,outriggers,etc.use II C-Compliant construction. 77 M Mullion Tf��t�nv5 III: ��. i — Default sawn material is Doug Fir too$or better. Exposed to weather snail be Pressure reared(PT) * General:These are specified mainly to reist out-of-plane wind loads but may also be used to resis in- t oft p 7a II _ _ Default sawn face mount hanger is U1 LU, LUS,or if Sloped rafter use LRU;, plane lateral loads if so indicated in calculations. rDefault deck joist hanger}s U or LU(not LUS)with gaiv screws,or gale TECQ or similar nails. * Mullion: Use ruin.,2,2x6 continuous top of 22H to top plate. 1101 tj Default sawn top flange hanger is IBA, LB,BA,or 8(welded app.use LB,BA,nt F3) * Top and Betttint Connection:Connect at top plate turd 22H(with 2,A35 or similar, 513 alp . k �'3i3 i s K 1SR. . Header Connection: Hearder(a)may be supported with 2x trimmer Or hang on this ntttllion with LUC, i � cl) r Any national I•jalst brand,equal or stronger may be substituted 1UC. iCUCQorsiittilitr. . . . . n. i•Joist roof overhangs, extensions,outriggers,and cantilevers shall per per manufacturer's recommendations. 80 I., Ledger- Roof Diaphragm i e r en- Default I-joistface mount hanger Is 1US or MIU I I • Ledger Screws: if connecting to rim or]reader or other continuous wood. use SDS,or L.ed;erLOK et max ti -�`"'� J . - Default I-joist top flange hanger is ITS,NIT,or MIT 12"OC,staggered. If conn�ectin r to studs,use,, �nry SIDS or Lt'xtget L3K per stud. '7o e r shear wall TOP 1 Yp Typ,sftttar wall Tpr'connection Length of SOS or LedgerLOK Thronf:h I•:-Ige1'and sheathing and 1.5" min embedment into solid p yt.nprD w.w� Di 1 connection-framing parallel frmlrtg perpeidietilar,NTS Cl3tin@CtUC(ll" iflnlK- _ IJarrimar[ n'Lhlartng,nf ( pa) _. Catlotrt Min., use Alt I mitt.,use Alt 2 min.,use Notes flaming. m � � 6. - use default,above) Min distance of connector to end of ledger or splice=2".Mint edge distance to top or bottom of ledger / ._ 7�,s5.� -- - �, e,1.75" iii- A F i .- Tea►i,aa. A.4nre,-c- 60R 2x12(24„ * Ledger Connection to Wall: ,, 4�p, .70 isT,on. cdAit• -�+ r 61 R 2x10 @ 24" keens Per pendic'ta7ar Use 2x or LVL ledger.;er.mint height to match ratters.Apply ledger over wall „edeethee. �- 6c+K� �- - _ _ r rcdt 65J 11.8 TJ111t! 18" 2x12: 1S" vg• rlraa CFrr.fu6 ►a T H2.�i nv sheathing..Use hangers to ttan�rafters on ledger. wI r>rt+i� ,e2ao,„�, cp-�r H1 Posts_ Parallel Rrt/ler oi' Truss Top Chord: Ledger may be top chord of truss or last rafter or similar.Ledger to Z >- '\S BLr='. 'I' ALI,, Default material is Doug Fir No 2 or better. be placed over wall sheathing. ' `l is __..l.�U .rt, SwvclsL,a° Default bottom connection on plate; 2,A34 with T ea or screws,or 4,led face trails. • * Roof Diaphragm: Connect roof diaphragm to,ledger with 8cd ring shank oi'screws at 3"CSC. 1"e% " revue neec otxtii. . Default bottom connection on beam: 2',A34 with TECO or screws,or PCZ. t4.ir iL ea. ,V O0.4..e.. NAV.'et Default bottom connection on concrete:PB,or AB,or ABU,or ABW,er CBSQ +f1 fA•`t• na " embed to Structural Shear Well Calmix --lair►'riht Cnnetityncaie,Inc{CCII .w Alt. Alternate bottom connection on concrete:#5 rebar or 516 ail-thread,epoxy 6 min.into post butt,and t3 min„ T}bird Shear Wall Collodi Symbol « n,,,.,c� e,,. .ri, cone.Cone embed may be wet set or epoxy. I pW _ This symbol indicate!,a dedicated shearwall or panel,the type per eallou[below. I �`Atoaq nle "' .e. Wolls nithoet trig symbol.or fabled"NS"a not dedicated shear walls use wile-saandaid eonsiructiort. Bwecikid, Connector(t blank Colima rcr .r ollout Min.,use Alt 1 min.,use Alt 2 rain,,use Notes 3=4 4--------- Wed,of shear panel,II, WWII WALE — — �use default,above) IF'W".cortslitiet emirs Wall per this callow,with minhtto i individual panel lest tins indicated oil plan. P` Ad oHtti7tivarl A4T kl=,5 70P 2-2x4 4x4 aps Top of Cone. .__T__._- 41 �L�t.oa 1 71 P 3-2x4 2,2x6 4x6 wanto anchor1'yp.shear wall BOTTOM SewcMoo Cana- Sttuf Nail Edge Sill Mock- parallel Top of n►six D3 connection on framed floor, 72P 3-2x6 6x8 4-2x4 city, Nails Stud stria Nominal ni ttl I Field Top plate S: lug at framing wail to slar'g, ---5 NTS 73P (see main calloute) wind/ Sheath- or height, spae'g, stud (see spar'{ Top plate stands unstlp- or rim air perpen- Bottom Mod sill riw14" - Sew'0.044 p htg, Sides of screws, max., max, size, std xt'l Stud Plate, splice, +►•!edge ported rim diculnr plate to anchor to mini uar. 74F 2.2x4 4x4 under point load above Call- set., f3�W as< out Eli,pit' alias. wall size ft. in. ann. specs) st►ac'g,in. mitt. mill. nairg, edges blk'g. framing. framing. concrete embed � Pa• PawI _ 76P 4x4 PT 2-2x4 P . Detail Deinii Detail Stops aset, is 5 ,c4D dett.6 KM• .f. ° 2x4 or 1, 6/6(y.:24 Cunt 517i"j-Iit3#t I * w�rb el ; cane, 10 24 larger Sawn 2 shcatiling Con't _ tayc r1a.1.t " h,l_(ca;l ti Coal l or 5,S" �ax/c r2. . r1� ttx.s 7/16" dither per Arch -i bIk_t,or slteadtinp ... to 1681 05B or side. 4S"lap s[agntltlmig 11''.S or or 16t1 tt 1 rlcn 1 ifs. "' i a„Auua 11s, rk5 Tim K.Garrison, P.E. 2316 Antone Way 1PW lid li 16 2x6 Sawn 6112 t;lfi 2-2x wl lt1 2x NA tirA3dnr +v13 7- snwct56drn Anacortes,WA 98221 � of 120 plywo- apply 51�11AC- h"or t $ °'� 31 od directly !td i.fl'4 at #of 00, a,5"5D5 wshr.Ur pip,,. Professional Engineer T1 rn C�Ti m KG a rris+an.c ofn Sawn 36"wits. 4r �4„ I" MASH or _ �I_rl - (360)7i78 18fi5 j Wails,2d"'Fir. and Roof Framing to studs 19 12 2x6 6/12fel2 (.'- � MASAI' $a7wt 8F Sri,Ai :i.11 orl_VL ntati Ear c�nt� -- 6t..tr.r;, Coot �`A�` Structural Analysis: New Home at 4118 Brant •GAR Cott: ktti4. slit' or tt fA4tr iu a��r. rse C1'r. AnacorteS WA '1 • � Q 490/ 4/12(y.16 16cU i.3„ oe. s �' '21'W (.ttnie) (,nitre) (s2anie) (same) 16 (same) (same) (stole) (.same) (s:agr,:) Ws (same) (some) „ (same) 42' isa �• - - , ,Hearrbf /. 3517 or r:12 car a.5 S.aCATIUm4 i svi rcr: P !-asp Jf=Stiff e S D5 r<r• A MA i ,ac.x. 'fr.C2 seen 3t or t i Client:Mary'Cutty 0167,11, 6301 3/l2 ct;l6 3e or 4x ,! L�1_-t" ''i-'"" g,M 044. 11 e en. BuildingDesign:Jim Dunlap j 4PW 450 (stoic) (same) (same) (same) ifs [sum,;) (same) or[c4-1? (;wine) (same) 4x r 2- or e-?x NA (Name) NA. (same) 2.1" II a O . cw+-t-rFt St*.et Toss Job Number: 21042 ONA4 . . 5m e, lr Date:June 1.7,2021 � tsevree are ' e 1 •5d t'<rrq �n 2001 112"or 41 t crier 4.5'SOS. ' 5GW both 1/2":het 10 24 2x4 (Name) ( (same) (lime) (same) NA (same) (!marine) (Fitt[►te) 72" t•} _.-.____._ 200 518"gyp for 5 " 7/7(m.l6 (y 9" CTw at" 'lc A-LZft Z,.5 '4.1V uoWCmsc,tsa 1. 1 Avow conec0 el ,45' CAlike6 ' ..2- . �G7N , � C'1.ZO FIELD s. Standard Structura Specifications —Copyright,sTien K, P.E. feurtdations.,foothees on Rock: Where faotieag*s bear on rock,clan the rock face of loose rock,dirt.moss, Shc°tithiuggJointy.Use blocking behind joints if indicated in the Shear Wall Table. With"PW'"ant''-CI We PREFABRICATED WOOD PRODUCTS: Garrison, debris,or other deleterious substanGea.1'ressul'c wash has Iaa.Fessrls'y.Use betiding agent prior to pouring walls,tin sla>watlaing joints are a3lawed within 2-feet to atiy direction of a door or window corner. Prefabricated'ftttt5see Where shown on the plaits,all prefabricated structural roofing members shall be concrete on CaCIt.1V17Ge rock is Striped less than 4:l (14 dcl;l es),no dta4vcls into rock and necessary. Multi*PIY Membete. designed by a certified professional engineer.The prefabricated strrcturd rooting designer shall provide to BASIS OF DESIGN--APPLICABLE CODES: Where rock is sloped 1:1 (14-degrees)or greeter(up to 45-degrees]matte use#4 x t 8-long dowels - ,. the Contractor stamped design drawings with appropriate notes showing member sizes,fortes, installation reek.itn chltainittel:ctl holes to be'I"diameter, er tndieular io fact of Trirrarl)ers, Xi►1g$tuc/s,Headers. Where more than one 2x is placed against another and used as a multiple procedures,blocking,bracing,etc. Code.The designs herein are prepared in the approving with the 2018 IBC.C onsingtiorl shall conform with rntthluunineo dlain..S'into solid t tp p ply king stud.trimmer,er,or header,connect all plies with l bd at.�t"OC',Sttig send. the most recent building code adopted by the approving jurisdiction, rock.No epoxy is necessary. Dowels to be located as follows: Etieig rr d Wood-Cetera(.These products smut be provided,stored,and installed in accordance with BL'Carla,a', Ci,l9trrrrrs,Where more than one?x,or WI-,or 1.SI..is placed against another and used as a multiple manufacturer's recommendations.Pailillc to do this mayvoid the,b'nl'!'atatt'and d#rhLlnisll load earl In r C ale:ulatione,Tiw calculations included herein are only those required to ensure compliance with code.We 0 For continuous footings.use dowel anthill 6"()fends.corners.and intersections and at 36"QC' 1, [} l7 illy beam Or column.connect all lilies whim glue and 2, I6d at 4 spacing,. capacity, nationals reco mixed brand that meets the below spec realfoams is acceptable: do not intend to compute every etructurni element nor every load combination.Much of our analysis is-BI" max spacing:Dowels to be centered on steniwntI, Arty y' '" p' P Glue,.Eooxet. Where specified,wood glue shall be commercial grade with ininiliiwn shear strength of450 (By Inspection.) fl For pad footings larger than t?"square or ruund,use three dowels spaced 8"apart,centered on 7 , 1-laeanh Composite Web./Fiance.Joist Products.The contractor shall install the I-Joist products complete psi at 28 days.Case Liquid Nails UV-040 or similar. Prep and apply per ntanueacturer's Iee011imendations, , ABBREVIATIONS: footing.If dowel is too long to fit in f`ootine.bard his necessary to provide-2"cover et top end 1 or with web elilieners and other blacking i Gracing:is shown on the I his send tor 8S recommended by the side(s). Epoxy used whit wood dowels or drill pins shall be Simpson ET-HP,or other brand intended for wood use, manufacturer. A:hrl..11 ICF:lnsutaterl Concrete Porur REt7„r eLee:Required Wood and dowel shall be clean And dry prior to epoxy installation.. PSL AC;Aytl,aliconw:I❑ mac:IrllcLi,alkmal Wiling Building Code ROW:Riglls Or Way C For pad footings equal or smatter than 12"square or round.use two dowels spaced 6"Ilpna. I SL!Parallel S;nand I unslzer)and Versa Last}.Use min hem :.OE,.,940 psi minimum allowable bending Si:By Inspection I?C:lntcrr1aticm Et ReXiatcntVnl Code RI;Ri Its g centered on footing. Ifctowel is tat,tong to fit in footing.bend as necessary to provide 2' cover at Window and.D or Openirnes. stress. BRNG:B4ml-ingl,v;llluauallyl K I�iptidiaR}(i,,y,1 S;S.�:riunittrntnes,.4 E:Elastic ImvdIiluagr Electrical L V L:I alt,h nttitt Vnmrer t umExr SC:Scc C'nlluska top and 1 or sifts( ).' teeHeader.U ltalrrirltrtin size as celled out on Plaits.All ltctydL rs shall be installed with their tall dimension VIa(Lanilnated Veneer Lemke),Use minimum I.9> ,2,GOt3 psi tthin#tahural allowable bending stress. CCI tC niak :Unlimited Strand a u,nbcr SD:Sumo mnmtDri i below shall be similar to the above,.A layer of free draining material and a vertical,Ifheaderr is less than 3 inches wide(I.E.e single 2x or single L.VL)use a flat 2x nailed to the CC'I:Ca t in co c.tau, Li Lra 51P:Stwell oat tnsuE fed Niel Slabs on Grade.Subgrade slabs s a 1 Y _ LSI.(Laminated Strand Lumber),Members indicated as 1.5E shall neve min.,1,5E modulus ofelestieity CIP:Cast fn ranee axon Cie NA:Nos Attu€teahts sic:Skrwh suitable vapor barrier(designed by others).pre recommended for all interior slabs. bottom of]leader in an••L•'configutetion tvith 16d sit 4"rnax s(Sticing. lt'na header is spenafiie�d.tite eaail is L' C'Concrete tilaxetnry[loft h113:Nos 13�•sr:„ soct::;tuhat,carat assumed non-load bearing and well top plate may serve as the header. and 2,300 psi all'c:.i'nble bending stress. Members indicated as 1.3E shall lave milt., 1,3E modulus of CO,ii i�ens i.ClcuruxR oc; Net lunette SPF:Splice Piny Firay r r. win 5$::Splt s Noe Q4tn3t?I ralYlS,Footing drains,with washed Sh alit rock or Mira Drain pr r}tfiValent CXt.endllt T to llai.sltCd elasticity and 1,700 psi tniil.allowable bending stress, Cant: Cl:u$mi to or;:O fie Cowl-.l*t grade,shallbeprovided atthe boast ot'all and retainingwalls which will have earth faced against Multiple Adjacent Openings,Where adjacent door or window openings occur in a wall,headers for each t'+,m:t:kuaafluipug use:a�ai��,l�d swine Board STAO:sltsar7rntiat+~rAn,wxr t7perai„M footings A b rrrlue,l.tttninntesd.Thlltlers.Unless otherwise rioted,all L;11.t1aril beams shall be 24C-V4 l7F'll?F.Any that span or:contest Fir PCP:Poindx ow:cubic fiwt SP:SIP$sitar wall them, Footing'drains shall be 4'-perforated pipe touted downgradient to daylight,voices otherwise opening shalt.be individual members with full-height king studs between them.Deli header shall use the O lie-ttivu i over one or more interior wise nsuppooted, s or are lulant cantilevered,use 4F 24 DEII]>�`.UseDF industrialha FP_:G psiti Ply: Pdu,utsrcr Lido!d Foci `TYPt Ty pleatspecified, number of king studs specified below or in the Structural�'11tleuts. y iis�':Gytr.+Cuq sheer waif Ply:Plywood tJ-i:l:Upside-Down.hungprsypically p appearance grade,unless visually exposed to interior living space usearchit�ecturel appearance grade. cep:owes,uu,,cull board PSF:Pounds &rood Lueitber r U lima Otherwise specified clOesvhcEt STANDARD ANDARl)C( NCR1 T E Trimmers., aka Jack Studs.Use size(or larger)per Structural Callouts.Concealed flange hanker of similar Gi..t3:Gtnhun newt P$F:Fuuoels per Square Pow V nrv;Shtar(IN turusail rhr,lrelsan Pressure Treated(PT)gluIame. shall be not less than 10 weaker tli m the above io•bending,shear,and me Ham Fir PSI;Pounds lair Squaw.lncii ,ti pcnilvcly bearing length And opacity may be substituted for trimmer. mOC{ultls of elasticity,using speciespressuretreating. i•Italin ,ve,Niltnien.owl Air VI':Prosore Trerted.witli r,rrserv,rt(ve W;WWI,lids(algal Stanelerdo'tinerete,Concrete for footings,slabs,and walls shall afford a minimum 2e clay strength of f c suitable wood for treatin . ceetllinlilfl5 PM":Plywood or OSBshear waif MVP.:Weld.¢l Win;Nixie 2,500 psi unless°Menefee noted ott Plans.MIillnae.int cement content et 5 sacks per cubic yard..Maximum King Studs.Unless otherwise shown Olt'Plans use the following.These must be tiiil-height,bottom plate to }ill ghl#ants shell be manufactured by an AITC'approved tY�bricYitar,Store rind install in aCcnr<Iance with e et tenet ofistertia RC:Relative Cor poelitin weteteeetneet ratio shall be 0.45.All materials shall be he aceordenee with ACI 318,letest edition.Mixing lop plate,1E diaphragm to diaphragm. IBC:1ntortit tit�is,1 itaiftlkg Code REP.Rerereme.witorlhttt manufacturer's recce iniencletions. and placing clf•all conei'eteto be in accordance with IBC and ACI 3t)4, latest edition. *Opening less titan 6' wide-use min.,one king stud each end of header. LIMITED SCOPE OF CONSULTANT'S WORK: Admixtures,Industry recognized and approved admixtures effecting set tent,tiowability,and/or *Opening 6.1' wide to 9' wide-use min.,two king studs smelt end of'wetter. wete;rproofirtg may b+e used provided the strength and dur ability of the concrete is not adversely affected. C'vtasultttnt.The consultant in responsible c;lhurge of the work indicated herein is Tim K.Oarrison,P.E., *Opening 9.1' wide to 16' wide.use.tin„three king studs each end of header, doing business as CoristructionCalc,Inc.,faereafter indicated as''CCI." Ai!•Entraipntet t. Provide 5%air entraining in all concrete exposed to the earth or weather. Sea e of Consultant's Work.The scope of work of CCI is.limited to strut:tent analysis of anew single- Fly 1. •'g quality y to y f�id the h a.r header shall ine,Where wail top plates fire tilt,omitted,nr otherwise orizolital C s at tt header,the >. p sl High 1h t:urtEit fly ash car other natural ortolan may be used In aC,cnrd:ance with ASTM C"618 with a end of the head+rr be connected to the remaining top plate beyond With a harizt,ntal C51 S stratla with family residence.CCI takes responsibility only for items specifically addressed in our drawings end corresponding reduction in cement content. Any such concrete shall obtain tit least the strength and minimum 12"lenth an the header mid 1 e length on the top prate beyond.Strap may be.oat top. inside,or calculations,Constructed items not specifically addressed herein shalt be•broth per)thinimnm code. durability clttirticteristies as Standard Concrete listed above, outside of wall. LOADS CONCRETE REINFORCING: Anchor Boils. Following are the loads used for the subject design l,tnafysis: Strength: mutate-1 F�tvtlrtl s.Item welts.Slabs en Orrde. Reinforcing bars(rater) far standard footings, Shear mill anchor bolts connecting mutt sills,use 5/8"diameter x 8"min embedment at the spracing shown � v 200 Exterior wolf dead: !4psf stun walls,andstabs on grade shrill be grade 40(Fy=40 ksi)or better,unless otherwise specified in the in the Plans but never greater than 6t7"t7C and within 1'"nth ends and corners,with 3"x 3" 229"steel le 4t, O Rooflr live: pet, Plans, Architecttjr Q Roof ceiling did: 15 psf (7 Interior wall dead:7 pet' washers,wrench tight. Wet Sc!set anchor bolts shall have a hook or head on the embedded end. � , a Roof snow: 25 psf 0 Seismic Factors:See 1.141,S 1=0,405 Splicing.Seeding,Alt reieforein t shall be spliced,detailed,Bent,and supported in accordance with the Rnlohammercd anchor lines at the same spacing nun/be used in lieu of wet set-see suecifieations in ty Floor live:40 psf 0 Seismic Des Category:"lT most recent ACI code adopted by the jurisdiction, previous SCCtion.An alternate to wet-Set anchor bolts and washers may be Simpson MASA or MASAP at the same spacing s specified for wet set anchor bolts. ` d Floor dead: 15 psf 0 Wind Exposure'C',3-sec gust; 110 mph. p Q Stairs and exits,residential live,4t3 psf t7 Assumed allowable soil hearing pressure, y ....., Welded Wire Fabric. Unless otherwise specified,welded wire fabric(WWF)shall be W?.9,6"x6' (6 t Oa.). note _ e p ASTM A-185.Splice by lapping one mesh+2"all sines. Nan-shear 1l al anchor halts shall be spaced a m aximum of 72-incites and within 124itches ofends anti o Duet live; 60 psi 2,000 psi- corners aloft shalt be fitted with?"steel plate vtashers.Use eit her 112"'diameter x 8"min embedment ,set- o Deck dead: 10 psf': cosi:,Provide the following minimum cover: set.or 1/2"Then FIO with 4"min embedment. i SINGLE PROJECT: Footings and other unfonned surfaces,distance from the bar to earth face...3" Non-.s'Jrerrr at'crll anchors may be t),l45"diameter powder-actuated pins with 1-d l2"min concrete The celculatious,draw ingS,notes,speeltientions,and for tables prepared by CCI are vet id only for the Formed surfaces in direct contact with earth,.....2" embedment.at 16"OC,unless otherwise shown. project indicated herein.These documents are clot valid,are not applicable to,and shall not be used for any• Surfaces exposed to went her........................1-112"" Dee.ks:Joist hangers used at decks shell he connected to all wood Inentbers with corrosion-resistant screws, other project at any other location. Simpson SD9 or similar. Ilangcrs shell be U or 1.0 only(not LUS.)Ledgers shall be attached with screws COMPETENT CONSTRUCTION PERSONNEL/SAFETY: or slabs on grstrke,center the reinforcement in the slab unless otherwise specified. or lag bolts per Callouts, All hardware and contieetal's shall be at least medium-duty eorrosion-resistant BOLTS AND 1gC3W.1ul.5 IN CURED CONCRETE: with galvattzittCe or similar. Only conipeteat personnel familiar with Construction and safety practices germane to the project shown herein should he employed to assemble a'nd construct the work, General.This.section shall apply to bolts end dowels iustellcd in cured concrete using rotoltanittter Pressure 1 rented Lumber.Use pleasure treated lumber in contact with concrete end/or soil,and when direet1 exposed to weather. Pressure trentin f chemicels shall be inert,or otherwise non-reactive with metal Contractor shall be responsible to Comply with all OSHA and Sate Labor'and Industries Statelards. edgeti(lten Iofeontr a Ctlit3" fr e1aT ens^4-inches s tithe wiseOthe spec specifiril. iv1'lltintllin distance to any Y p edge or end of concrete 3" from hole centerline unless otherwise specified. Connectors(including nails,bolts, framing connectors,etc.)of structural steel members. Contractor assumes bill responsibility as to construction methods used,safety provisions employed,and the finished as-built COnditinn of the structure anti related systems, Existing Rein n,yi rr . It is Sri patant that no existing rebara are;drilled or cut during rotolhamitacr operations. In eertnin gases dirt-pressure treated timber may Butt ngiliust concrete. In these cases use a layer cif'envy, Location&existing reinibrciltg bars may be by non-destructive methods(paclhoneetet'.radar,or similes), asphaltic-treated construction paper between wood and concrete. MATERIALS AND METHODS: Washers.Use 3":c3."x,229"washers on mud wood uld sill anchor bolts. Stich washers may be slotted,with elloekin61 Bridging. Provide continuous blocking at all bearing locations. Provide.full depth bridging or Provide find install palio sibiliia is in accordance with nmntifnetur'ertt requireei erne er end recommendations, It is plate washer under the nut as allowed by the IBC',At non-mud sill locations,smaller washers may he used, blocking at 8'CJC.'.tax, in joist or ostlers without continuous plywood dinphragin connection on tite top. • the cnthtractor's responsibility to ensure all field persothnel ttndertitttlttl and ad3tet'e°to this. Use a steel plate or malleable iron washer under nuts and the heads of all bolts that connect wood. Framed eloor's which support posts shall he solidly blocked within the floor cavity to positively transfer TEIVIPOItA1[ 'a'SUPPORT AND BRACING: Note-Epoxy Systems, Use Simpson Then FIO where shown in the Plans. These anchors may be used to post,column,or other cottceatmted loads through the poor to the supports beneath. Cjeneral..Provide adequate temporary support to nil walls, roofs,.beams,columns,and floors during resist tension loads and slicer loads, install per manufacturer's recoiratnendations. Bolts, Unless t,dterwisc,,pacified: Use washers on ail bolts:tighten ell bolts to ti ve.y snug wrench tight construction,Design of same is not included herein.Contractor or owner should check all temporary- Epoxy Systeme.For belts,use Siitipsoii epoxy-tie bolt system with ET-HP or SET high strength epoxy, condition:use standard A307 bolts; for bolts in wood,drill the saute diameter hole as the bolt, for bolts in supporting devices with a qualified person.Contractor shell be responsible for the adequacy of all with zinc plated.A3.07 all-thread' bolts as shown in the sketches.For dowels,use ET-HP 11'or SET high steel drill holes 1/16" larger than the bolt diameter. Provide the following minimum edge distances between temporary and/or permanent support systems. strength epoxy and mbar as specified find on the Plans tied C'ttllauta.Drilling of holes and installation shall be L[1 centerline of bolt and all edges of bolted wood,and between centerline of multiple bolts: FOOTINGS, FOUNDATIONS,SLABS ON GRADE: strict accordance with epoxy manufacturer's r'ecoinntendatlait. 518 inch ditimctcr bolts 3 inches Geoteclattieal 1 sport:CCI is not aware of a geotechnical report for this project.CCI strongly recoil-needs CONVENTIONAL WOOD FRAMING: 314 inch diameter bolts 3,75 incites that a geotechnical report be performed by a qualified geotechnical engineer for all constructions projects. C;etreeel Construction:Predrill all trail holes where required to avoid splitting,Connect tail wood members Mhtitaturn distance between edge of bolt aloft any edge of steel plate{angles.Gussets,flanges,webs,etc.) Sails Analysis and geotechnical Lriksitt+:ering are trot a specialty of CCI.CCI depends on others far the provision ofsoils data,which includes but is not limited to:allowable bearing capacity,liquefaction per the Plans and applicable building code.Where Structural Platas do not specifically address a structural shall be one inch. element,woolen said element per minimum building code. potential,slope stability,active and passive lateral pressures,internal friction angle,and cohesion. hi the Engineer shall specifically approve any bolted connection using less edge distance than shown above. absence of la geotecheical report CCI will make assumptions regarding soil parameters, however,CCI takes Fratuipg Materiel..All sawn framing lumber,not including beams,posts,and columns,shall be Spruce Pine no responsibility or liability for future.settlement,or damage or injury due to earth Ynoveatent for failure of Fir,Hem Fir,or Douglas lair-.Larch,Number 2 or better,unless otherwise spawn.All sahwil wood shall (rage:tolls.All lag baits greater in diameter than 114"shall have pilot hotel pre-drilled.Sirs of pilot(tole in anykind, have moisture content less titan 25%. thrended portion shall be 70%of the unthreaded shank diameter(or alternatively,90%of the root diameter of the threaded portion).Pilot hole diameter of unthreaded portion shall be the saute diameter as the "eoc}.ural Pill:"Structural Fill"shalt be granular material conforming to local vl'state highway $ttels. Studs in exterior walls shall be a single member(not spliced nor discontinuous)from horizontal unthreaded shank. specifications for imported road base or sub base;er use sand or other clean granular materials no larger diaphragm to horizontal diaphragm(horizontal diaphragms are roof's and floors that connect to exterior than pea gravel.All structural fill Must be compacted per the following section. walls,)Use balloon framing at stairwells,openings in floor diaphragms, etc.Stud size,material,and PRE-FABRICATED FRAMING CONNECTORS: Convection:Place all fill materials in lids not exceeding 8-inches,Compact using mechanical (vibratory or maximum length between diaphragms is shown in shear wall table, Marmfuceureri Simpson brand is speci lied,however any other nationally recognized brand may be used impact)methods.In plowed areas and under structures,use structural backfill compacted to 95%relative jecetne and Poste.All sawn structural bent s,headers,and posts shall be Doug Fir Larch No 2 or better, provided that they are equivalent in their ability to ear'ry all applied loads in.ill(orientations. convection. In non-paved or non-footing areas use stnicturai backftll or native baacktiil [ninue..reeks,lumps, except where exposed to weathe tend specified as PT(Pressure Treated)may be Flem Fir No.2 or better. lestalletion:The Contractor shall install all prefabricated items in strict accordance with the maanufecturees and organic matter,compacted to 92%relative compaction,. CA Mains,PSLs,LVLs,etc.shall be per Prefabricated Wood Products section below. • recotntuendetions and requirements.The load carrying capacity of the prefabricated item cannot be ltileil :Nails galled out herein are"common" provision sizes,ec. 16d, 12d, 10d,8d,Smaller diameter,similes length guerenteed i f this p is not adhered to, Nails and screws which will be exposed to weather shall be ,G B Antone Way Where pipes enter and exit structures(distribution boxes,utility boxes,catch basins, taanitoles,etc.)use � Tlr1'1 K. Garrison,P.E. - fill around the structure,Carefuli lace and convect to 95%relative compaction under and hail gun nails may be substituted provided 50%more nails are used. For example if 8, 16d am called out, galvanized or stainless steel,If installation risks cracking of wood,contact engineer for alternate nailing and Anacortes,WA 93221 S of structural Y P I p around all pipes. the limbo tlI'srtniltlr length.131 diameter nisi]gun nails required is S l,5 I:..As another example ifl5d 1 or alternate connector. Professional Engineer TtmG@TirnRGarrisryn.Ctsm trails are called out at 4"spacing.the spacing ot'similar length.narrower nail gun(rails shall be 4/1.5 2.7". (360)708-1865 When roots,rocks,.or other undesirable materials cause aver-excavation,fill over-excavation acid compact P p gSimpson S1]5 Wood Set,rws. Whreie specified,install per manutit,:turer's r+eeolmnendetaons.Ill general _ Stanlsiard Structural Specifications per the above, Shear Walls:Walls called out as shear walls on the Plan shall he consir•tacteci per the Structural Shear Well tihesed°not need pilot holes.However.if wood is old and or very dry pilot holes may be required to avoid Table herein using materials designated for lateral load resistance by nationally-approved manufacturers. splitting. Use length as specified in Plans but never less than required to ensure full strength. Structural Analysis: New Home at 4118 Brant 4, GA.R4{ . l pYirtdtCtivrre,T optiit s on Sail:All footings and foundatiaras to bear on undisturbed existing sailor All shear walls must be positively counec:ted art top and bottom tea dieplhragms.Walls not specifically called ran 7son SD W Screwg.Wit1t toast Sina son zontaectoaa,Cantrarctor mzl use 5I39 in lieu of l pd nail4, the'wee P :. P Y CIr, Anateortes WA. ? structural tall.All organic and deleterious material beneath footings and foundations to be removed rind out.or labled'•1e1S'"are not intended as shear walls and shall be builtper reininiunt erode. 2" 2.1i2"lengths.,Use the:length a es'. T� replaced with strecluraal till.Bottom offa•hotlrigc to be below locally preserilaed frost zone,riot less than 12°. and l or SDI 0 in lieu of 16d nails.These are prc}vlt{c'c!in 4-ll. and i Sheathing.-FEW"wails,use plywood or 0SB.minilnulri thickness nod nailing as indicated in Shear Wall necessary for full peneen'atien into the member(s)connected. `res , Table,oriented either direction.-OW"walls are drywall shear walls,time per Shear Wall"fable, • • ' .l Client: Mary Tatty - ' sx r Building Design;Jim Dunlap 1u . Job Number:T21042 Dater June 17,2021 617� ; , • 3