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APPROVED BLD FIR BLD2023-1244+Architectural_Plan+10.5.2023_12.55.58_PM+3824056Nritten dimensions on this drawing shall have precedence over scaled dimensions. Gontactor shall verlfy all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. ^ny such variatlon shall be resolved by the Owner prlor to proceeding with the work, or the Gontractor shall accept full responsibility for the cost to rectify same. MAXIMUM SU I LD I NG HE 1 GHT 0 393.3 I ' HEICGHT OF 5TRUGTURE 5ci:2.5-7' I NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRE55URE TREATED, PAINTED OR CEDAR. Z. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 5. GLAZING PER STATE ENERGY GODS. 4. SEPERATE PERMITS ARE REOU I RED FOR FENGE5, PLUMBING, MECHANICAL, AND ELECTRICAL. 5. PROTEGTI ON FROM DECAY IS REOU I RED FOR ALL WOOD 51 D I NG AND WALL FRAMING LESS THAN Z" ABOVE GONGRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFAGES EXPOSED TO THE WEATHER 6. REFER TO ALL ELEVATION5 FOR TYPICAL NOTES. -l. S.G. = SAFETY GLASS FLASH I NG NOTE 0 N N N N ERAGE ORI APPRO\/ED GORROS I ON -RESISTANT FLASH I NCB SHALL BE APPLIED 5H I NGLE FASHION IN 5UGH A MANNER TO FRE\/ENT ENTRY OF WATER INTO THE WALL GA\/IT-r OR PENETRATION OF WATER INTO THE BUILD 1 NG STRUCTURAL FRAM I NCB GOMFONENTS THE FLASH I NCB SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APFRO\/ED CORROSION RES 1 STANT FLASH I NCB SHALL BE INSTALLED AT THE FOLLOW I NC5 LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OFENINC�S SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRA I NACRE 2. AT THE I NTERSEGTI ON OF GH I MNEY5 OR OTHER MASONRY GONSTRUGTI ON WITH FRAME OR STUCCO WALLS 5. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL GOP I NC�S AND S I LL5 4. GONTINUOUSL'I' ABO\/E ALL PROJECTING WOOD TRIM 5. WHERE EXTERIOR FORGHES, DECKS, OR STAIRS ATTAGH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUGTI ON 6. AT WALL AND ROOF INTERSECTIONS -7. AT BUILT IN GUTTERS LOOK P.L. — — -R. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN a 568.-70' I im 12 5 00 1111IM1 r-f;kONT r=Lr=\'AT 1 ON SEE GENERAL NOTES 5C ALE: 1/4" = 1'-0" 5EE GENERAL NOTES SCALE: 1/4" = 1'-0" mm 00 ASPHALT COMF. SH I NC�LES ON 15# FELT METAL FASG I A GUTTER BOARD AND BATTEN S 1 D I NG- I X5 BATTENS © 16" O.G. W/ PLYWOOD OR HARD I E-PANEL BEHIND T'I'P I GAL DEN/GUEST PORCH P.L. FIN. FLR. MAIN SG2uAFZE FOOTAGES M- 4AI 1 1414 TOTAL S 1 a G0VEi1ED 124 DECK GOVEFIE D 124 FA71 O ADDRESS NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" AND TO BE ON A CONTRASTING BACKGROUND PER I RG 51 1�i.1 a" EXPOSED HARD I E HORIZONTAL SIDING WHERE SHOWN I X4 GORNER 128-11 \\I REGISTERED P-r- HITE AGT MIGH EL W l'NE JOHNSON STATE OE wA5HINGTON vJ � U � W Q z UU O u � v H Ln v (Ii N r 00 � � 00 w z r r VI vI � O LH �m v V• L 0 L I date : I 0-05-z5 permit: drawn by MWJ check-ed by SHFEE E-=T I O � Written dimensions on this drawing shall have pracadonca over scald dimanelona. contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or Gondltions Shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, Or the Gontractor shall accept full responslbllity for the cost to rectify same. FLOOR P.L. P IN. PLR. UPPER MAIN FLOOR P.L. PIN. PLR. MAIN 51=i= GENERZAL NOTES 5CALi-: 1/4" = 1'-0" 5i=i= CGi=Ni-RAL NOTi=5 SC AL3=: 1/4" = I'-O" 125-11 REO I STERED ARr-H I TEGT MIGh+ EL W YNE JOh+NSON STATE OF YJASHINGTON V J � U � W Q z U O �U v� W C Do � � 00 z V� 0 � 0 Q tH �m 0 0 L date : I o-os-z� permit: revisions: drawn by .by: MWJ checked 03= M7 Written dimen5Ton5 on th15 drawing shall have precedence over 5caled dimen5lon5. Gontactor shall verify all dimensions, condit1On5, etc., pertaining to the work before proceeding. The Owner must be notified Of any vciricitfon5 from the dimen5lon5 and/or conditlon5 shown on these drawings. Any such variation 5ho I I be re5o Ived by the Owner prior to proceeding with the work, or the Gontractor shall accept full re5pon5lb11ity for the cost to rectify same. SHEAR NOTF: A _� I. SX MATERIAL GAN BE USED FOR ALL MUDS 1 LLS 2. SET A DOUBLE 2X STUD BEHIND E\/ER1' STHD 14 HOLDOWN GALLED OUT ON THE FOUNDATION PLAN. SET HOLDOWN 1/2" MINIMUM AWAY FROM WALL CORNERS, WINDOW AND DOOR HEADERS. IT 15 IMPORTANT THAT THE FOUNDATION CONTRACTOR HAS THE MAIN FLOOR PLAN SHEET TO PROPERLY LAYOUT HOLIDOWNS. 5. A MST48 STRAP WITH (2) 1/2" BOLTS INTO THE FOUNDATION 15 A PROPER FIX FOR A MISPLACED STHD 14 HOLDOWN. NOTES: ALL WOOD IN GONTAGT WITH GONGRETE 5HALL BE PRE55URE TREATED OR GEDAR. PROVIDE GRAWL DRAIN o LOW POINT IN GRAWL5PAGE. SLOPE ALL GONG. STOOPS AND/OR PATIOS I/4" PER FOOT AWAY FROM DOORWAYS. BEARING WALL ABOVE *** SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR WALL NAILING SCHEDULE, �$ LDFTA I LS. FOUNDATION VENT CALCULATION 1414 SQUARE FEET = 500 cf VENTS REQU I RED 4.11 .5-7 ( 6 MIL VAPOR BARRIER AND NON-GL05ABLE VENTS ARE REQU I RED) HOLrDrDOWN SCHEDULE MARK H0LD0VgN/ FASTENERS WOOD MEMBER ANC-1-10R STRAP' TH I GKNESS/5FEG I ES REQU I RED T-I STHD14/14 SINKERS (2) 2X4/2X& STUDS HF/SFF T-2 M5T48 (2) 2X4/2X& STUDS HF/SFF T-5 M5TA56 (26)-IOd (2) 2X4/2X& STUDS I IF/5FF 2 2X 2X STUDS T-4 M5TC48B5 (58)-IOd HF/SPF T-5 HDUB-SD52.5 (20) SDS 1 /4" (2) 2X4/2X& STUDS 5STB28 (7/8 ") X 2-1/2" HF/Si�F MIN. 24--1/8" EMBEDMENT TOUNOAT 1 ON `F=L.�N SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 128'71 I\\I REGISTERED ARr-H I TEGT MIGH EL YNE JOHN50N STATE OF YVP.SHINGTON v J a � U � W Q z U U O U cq �0?U v wN d 00 00 z �sz 40 �m V V� � L O L I date: l0-0�-25 permit: revisions: drawn by: MWJ checked by: 03= Written dimensions on this draNing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the - dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to roceeding with the work, or the Contractor shall accept ull responsibility for the cost to rectify same. NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS a 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X 10 DF#2 A` UNLESS NOTED OTHERWISE.-� FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. SOLID BLOGKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +72" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 1.75 GAL/MIN. EXHAUST FANS LARGER THAN 500FM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: BEARING WALL — - — - I BEARING ABOVE FLOOR LINE ABOVE PT. LD. ABV. A POINT LOAD ABOVE MULTIPLE 2x STUDS a POINT LOAD SMOKE DETECTOR O IIOV INTERGONNEGTED W/ BATTERY BACK-UP. PER I RC 514 OCARBON MONOXIDE DETECTOR PER IRG 315 GARAGE NOTES: I. GARAGE/LIVING SEPARATION, USE 5/5" TYPE 'X' GWB AT CEILING/WALL. WRAP POSTS AND BEAMS. 2. INSULATE ALL WARM WALLS AND CEILING. 5. USE 2 LAYERS 5/0" TYPE 'X' GWB AT CEILING WHEN USING TJI's INSTEAD OF WOOD JOISTS. HEATING NOTES: + INSTALL PER ASHRAE GOA-aa + la" PLATFORM OF 2 LAYERS 5/4" PLYWOOD (I LAYER IF PLATFORM is ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITCHES +15" MINIMUM ABOVE SLAB. F I REPLACE NOTE : NOTE: ALL EXTERIOR WALLS NOT GALLED AS SPEC I F I G SHEAR WALLS ARE TO BE NAILED AT PI-6" PI-6 40'-0" OVERALL 2-7'-O 11 E5060 XOX SLDR. CS16 STRAP BOTH SIDES B-2 5-1/(5" X Tr A CAL cl G.L.B. AT BEAM TO 24F-\/4 WALL/POST ONNEGTIONS �I�11�1■ � � 11 E3'-0 11 0000 XOX SLD . B-5 &X12 PT OST6 0`, Z0 0 � z 1- Yl O Z J I I G PA O 0 nININ GONE & �K 2 I - N ° I H WD X N - Oj w tf Q LL LL (� p� O LlJ 246 a 0 m G RDER �t Q Z III 0 I = TRUIS5I — — — — - O B-4 5-1 /" X I . xN III o B—�—I/ �/ o� � I Yi" /\ 0 0 III I 0 III l I m E F N GL E X I O '7nF#2 ELEG. HEAT PUMP HWT VERIFY DRAIN LOCATIONS FOR PLUMBING SELECTED- ADD 5" TEEL TRUSS AND OFFSET LAYOUT BO LA TO MISS DRAINS IF NEEDED UP TO 30" ORAFTSTOPPING NOTE: MINIMUM DRAFT STOPPING TO BE INSTALLED = TO ALLOW FOR LESS THAN 1000 SOFT OF (� OPEN AREA WITHIN THE FLOOR TRUSSES _I PER IRG SECTION 502.12. USE 1/2" N INCH GYPSUM NALLBOARD OR 5/a" WOOD - J STRUCTURAL PANELS PARALLEL X TO THE TRUSSES WHERE I ND I GATED. SEAL In `4 ALL GAPS AND HOLES TO PREVENT THE Z� J� r� V SPREAD OF HOT GASSES AND SMOKE -i-01/ �E�-I -I/ " " XW G. B. 24F-\/4 BLW. PL TE I # -LITE 1 X LL In Q I FA FA �0 m 'O' CLEARANCE FIREPLACE W/ DIRECT VENT FACTORY BUILT FIREPLACE SHALL = BE 1 NSTALLER D PER MANUFACTUER'S Q SPECIFICATIONS AND SHALL HAVE 1 APPROVAL LABEL ATTACHED Nk 5/a" TYPE "X" GWB TO ROOF SHEATHING FIREPLACES B STOVES MUST BE D.O.E. APPROVED ff BE TESTED, CERTIFIED 4 LABELED AS SU I TABLE FOR USE DURING A FIRST STAGE BURN BAN. SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL NAILING SCHEDULE, $ DETAILS. ALL BUILT UP STUD/ COLUMNS USE 16d NAILS a 12' O.G. STAGGERED TO ATTAGH MEMBERS. NAILING 15 TO OCCUR AT THE FACE OF THE STUD ELECTRIC VEHICLE GHARG I NG OUTLET E\/ CIRCUIT REQUIRED IN ELEGTRI GAL BOX (E\/ READY) FULLY WIRED CIRCUIT WITH A LEVEL 11 OR LEVEL III ELECTRIC VEH I GLE GHARG I NG RECEPTACLE OUTLET OR TERMINATION POINT INCLUDING CONDUIT AND WIRING AND THE ELEGTRI GAL SERV I GE CAPACITY NECESSARY TO SERVE THE RECEPTALE THAT ALLOWS FOR THE FU I TUBE INSTALLATION OF AN ELEGTRI GAL VEH I GLE GHARG I NG STATION HOLDDOWN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I CIGNESS/SPEC, I ES REOU I RED T-1 STHD 14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 i-IST48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-5 MSTA56 (26)-IOd (2) 2X4/2X6 STUDS HF/SPF 2 2X 2X STUDS T-4 MSTG48B5 (58) - I O d HF/SPF T-5 HDUB-SDS2.5 (20) SDS 1/4" (2) 2X4/2X& STUDS 7/811 ANCHOR X 2-1/2" HF/SPF BOLT - A \/. PLATE 4'-O" 4'-0" 10 QI W.G. A 3V. I ® z 3:ILI W 0o z - I Cl.6 o lL H WD lB �O o(1 bAo All oN 0 0 I -0 I zl Q KI GHE H WD bVEtx REFO 36.. RA PEN I NO �/I) GIR ER TR SS r (2) 2x STUD5 B PLATES f1 LI- Pas , +(0 HEAT — — /� DETEGTOR (V 18"x2' GRWL. GAi�AGE _ I INS s PI-2" (2) 2x STUDS b PLATES I Wx LC 'Y+ Zi — GONG Z I TI 60 Fo ER I I 0 I O HD _ LINE OF O.H. DOOR IN UPRIGHT POSITION f6N — 0� 0� GIRDER �yBI-FOLD — — — — O N � TRUSS S 1 RDER O W Q O TRUSS 4X10 - DF 2 DENS LINE OF FLOOR ABOVE O GUEST 16080 O.H.1 G c�RA�7E D00� C o RED GARPET PORCH GUT SLOPE GUT SLOPE PI-�'✓1, OF ROOF OF ROOF I-3 2 2x STUDS INTO END INTO END _ (2) x STUDS O s PLATES PLATES OF TRUSS OF TRUSS 0 # GB-2 5-1/8" X I5-1/2" -1 Q G.L.B. 24F-\/4 A R 21'-0" LONG QS OR T 4X I O DF 2 PI-4" 2'-6" 5'-0" 5'-0" 40'-0" OVERALL V --II ICJ'-6" C.i--ILINC� 6050 XO SLDR. (EGRESS) 6020 TRANSOM 2'—qll t 0 n I IIII Q IIII X _ IIII 0 N IIII N In �- N a J l� w 0 2XIO PT LEI:;)0ER W/ 1/2" O X 6" LAG BOLTS HOT DIPPED GALVANIZED OR STAINLESS STEEL LAG BOLTS SHALL BE PLACED 2 INCHES FROM THE BOTTOM OR TOP OF THE DECK LEDGER AND BETWEEN 2-5" FROM THE ENDS OF THE DECK LEDGER. THE LAG BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER/ LAG BOLTS ARE TO BE AT EVERY JOIST BAY S I MPSON DTTI Z DECK TO HOUSE AT 4 LOCATIONS AT THE DECK �71 REG I ST'ERED ?ARGi-I I TEGT MIGH EL NE JOHNSON STATE OF WASHINGTON � U z 1---i 0 U " O H � +J 1 UU C� C� E- oo u W C O 00 o� 00 W z " " a In V1 V 1 O I� UI 4 O 1 �m V 0 4 i date,-: 10-05-25 permit: revisions: drawn by �by: MWJ G%1PGiGPd O� A �7 SEE GENERAL NOTES SCALE: 1/4" = 1'-0" Written dimensions on this drawing shall have precedence over scaled dimensions. Gontcactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notlfied of any variatlons from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept Full responsibility for the cost to rectify same. A NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS ® 16" O.G. TYPIGAL. ALL HEADERS TO BE 4 X 8 OF#2 UNLESS NOTED OTHERW I5E. FUR -OUT HEADERS TO MATGH 2 X 6 WALLS. SOLID BLOGKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +-72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +-72" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 1.-75 GAL/MIN. EXHAUST FANS LARGER THAN 50CFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' GOMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANGES LEGEND: BEARING WALL — — — — — BEARING ABOVE FLOOR LINE ABOVE FT. LO. ?� POINT LOAD ABOVE ABV. rl MULTIPLE 2x STUDS a POINT LOAD SMOKE DETECTOR O IIOV INTERGONNEGTEI7 W/ BATTERY BACK-UF. PER I RG 514 QGARBON MONOXIDE DETECTOR PER IRG 515 * SHEAR NOTE: SEE SHEET L I FOR SHEAR 1NA4LL LOCATIONS, SHEAR WALL NAILING SCHEDULE, $ DETAILS. J J W 0 I r 111 I (() FREESTAND 1 N ° SOAKING TUB 0 IIII I IIII G D N� DE I 0 Ni-I -I 7 ��Di�00M MASTIE 0 TWO BA H _ GARRET50GFM TILE x5—, FAN2668® VTO OFNO. (h Q Q -IN -7,-2„ E3,-4„ E31— z II , � I I � - _ 0 2068 0 N lL N J O (Yi N - 50 TN I ox m LL I I 2868 � To N N I71A—, I I I FURN I - CAN � I I ° I F, S TUB/SHOWER = 5' O-i4"o RIT I MA4ST�� _ SEE NOTES 1--� I --i= S------� -.O. � Q 50 2'gx� I - GARf'ET 1 N - I I FAN 1 �At>t�i I I Tc (j I INS Ws I FOR ALL HEADERS, N I BEAMS AND POST LOCATIONS, SEE J — SHEET A-6 X 2668 P S V �0 BATH W N O - VINYL J U) O 5'-4" Q � X Q 2468 <N m O THR�� PI 4 LINEN ��� I I ` u% CARPET d3 J1 O0 0 II m � W N 4068 L------- Ox I E31-FOLD 5q" TALL -l(1 � � I- i WALL W/ zc� - 0 WD. GAP W 5068 cjSD -1 BARN DOOR 17 GO GFM WHOLE HOUSE FAN OPERATING WHOLE GONTINUOSLY IN LAUNDRY HOUSE AGGORDANCE WITH (() NIL CIO VINYL CIO ASHRAE 62.2 FRESH AIR TO BE I FAN ®VTO PROVIDED WITH VENTS AT ALL - IIII O STORA6� OPERABLE WNDOWS VINYL r O111 Q IIII IIII I BONUS ROOM _ S N CARPET m 0 IIII N IIII m I HOLDDOWN SGHEIDULE MARK HOLDONN/ FASTENERS MEMBER ANCHOR STRAW TI-I1 GKNESS/!5FEG I ES RE0J I RED T-1 STHEI >14/14 R_l 24-16d SINKERS (2) 2X4/2X6 STUDS i-fE/Si�E T-2 M5T48 (54)-16d (2) 2X4/2X6 STUDS H =/SFE T-5 MSTA56 (26)-IOd (2) 2X4/2X6 STUDS i fl=/5F= 2 2X 2X6 STUDS T-4 MSTG48B5 T-5 I-IDU8-5D52.5 (20) SDS 1/4" (2) 2X4/2X6 STUDS -/8" ANC-HOR X 2-I/2" I-IF/!5FF BOLT 11 " UFF�Fk F%-00R � SEE GENERAL NOTES SGALF_: 1/4" = 1'-0" I /-7I REGISTERED ARCHITECT MIGH EL YNE JOHNSON 5TATE OF NA5HINOTON � U Q U O U Cf�00 " N +U' u U cn o� cry z r fn VI VI L r � � 1 I LH �m 0 4 L dote : I 0-03-25 permit: revisions: drawn by •by: MWJ GI'1PGiGPd OF= Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify some. A --r HIP JAC,<5 24" 0. AT ROOF 0\TER CG.4RACG E DOOR ROOF FRAMING NOTES GUT RAFTER TAILS TO MATCH 2x4 TRUSSES GONNEGTORS SHALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF PITGH SHALL BE _✓: 12 T''PIGAL UNLESS NOTED OTHERWISE ROOF OVERHANG SHALL BE 15" U.N.O. IBM ICE���� O D5 TRUSS NOTE 2x6 OVERFRAMING BEARING BELOW DOWNSPOUT ALL TRUSSES SHALL HAVE: I. STRESS ANALYSIS AND DRAWINCG5 / DETAILS STAMPED BY A STATE REG I5TERED ENGINEER. 2. MANUFACTURER'S STAMP ON PRE- MANUFAGTURED TRUSSES. 3. BR?.GED TO MANUFACTURER'S SPEC,I F I GATI ONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEPT. FOR APPROVAL AND SHALL BE KEPT ON SITE FOR FRAMING INSPECTION. 5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEERING CALCULATIONS. 6. ALL TRUSSES SHALL HAVE SIMPSON H-1 CLIPS AT ENDS. WHERE TRUSSES ARE PARALLEL TO WALL, USE SIMPSON L50 AT M I DSPAN. USE S I MPSON STC CLIPS AT NON -BEARING WALLS ROOF VENTING GALGULATION-PER 2018 I RG R806.2 1 1:i40 SOFT AREA = 6.46 SOFT REOU I RED 500 (6.46) X (5096) = 5.25 SOFT MIN. REOU I RED AT EAVES TYP I r ,AL TRUSS BLOCK HAS (4) 2 (:�) SCREENED HOLES PROV I D I NCB 6.20 50. IN. (.044 SOFT) PER BLOCK. APPROXIMATELY 80 VENTED BLOCKS= 5.52 SOFT PROVIDED (6.46) X (509)= 5.25 SOFT MIN. REQUIRED WITHIN 5' OF THE RIDGE AF50 ROOF JAC,< \TENTS= .54 SOFT EAGH VENT PROVIDE 10 AF50 VENTS = 5.40 SOFT PROVIDED ® 24" O.G. 'L,4GE ROOF A VERHANG5 -NTED BLOGK5 DOF- .LL (1) AF50 AT F.P. ROOF IF#2 RAFTER5 O.G. �71 REGISTERED ARCHITECT MIGH EL YNE JOHNSO STATE OF NASHIN6TON V J � U � W Q z O 00U 'v� • N U U � o 00 o C\ � � 00 z r r V/ v, Q 4 O tu �m Q v - h V L I J date,-: 10-05-25 permit: revisions: drawn by: MWJ �he�l�ed by: fI-E 1--=:T O F= TOTAL VENT AREA PROVIDED = 6.ci2 SO FT SEE GENEfZ.4L NOTES 5G.4LE: 1/4" = 1'-0" Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any varlations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Gontractor shall accept full responsibility for the cost to rectify same. 4' G9Y STORM SYSTEM Sr=GT10N /i1N-/i1N SEE GENERAL NOTES 201 g NASH I NC�TON STATE EN.Ei�G7 T` GODS *ALL GL I MATE ZCNI=-5 (TAaLE R402.1.1) FENESTRATION SKYLIGi-IT GLAZED CEILING WOOD FRAMED FLOOR BELOW GRADE SLAB R-VALUE U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE AND DEPTH Si-fGG 0.28 (FRESCRIFTIVE o.5o NR R-4ci R-21 R-5o 10/15 R-10, 2 FEET R-21 +TB *TAE�LF- 406.5- GRF-D 1 TS (S 1NGLF- FAMILY) THIS PLAN REOU I RES 6 GRED I TS SINGE IT 15 OVER 1500 SQUARE FEET AND UNDER 5000 SOUARE FEET SCALE: 1/4" = I'-O" Ofi='T 10N G AD 17 ENERGY OPTION HVAG EOU I FMENT AND ASSOG I ATED DUGT 1.0 SYSTEMS) INSTALLATION SHALL GOMFLY 4.2 WITH THE REOU I REMENTS OF SECTION R405.5.7. HEATING LOGAT I NG SYSTEM GOMFONENTS IN GOND I T I ONED OPTION GRAWLSFACES IS NOT PERM I TTED UNDER THIS 2 HEAT FUMF (ELEGTRIG) 1.0 OPTION. ELEGTRIC RESISTANGE HEAT AND DUGTLESS HEAT PUMPS ARE NOT PERM I TTED UNDER TH 1 S OPTION. D I REGT GOME3UST I ON HEATING WITH AFUE LESS THAN 8096 15 NOT PERM I TTED UNDER THIS OPTION. ENERGY FRESGR I PT I \/E GOMFL I ANGE 15 BASED .5 ENERGY WATER HEAT I NG SYSTEM SHALL I NGLUDE 2.0 OPTION ON TABLE R402.1.1 WITH THE FOLLOWING OFT I ON THE FOLLOWING: ELEGTR I G HEAT FUMF 1 MOD I F I GATI ONS: 5.5 WATER HEATER MEETING THE STANDARDS '� �/ERT I GAL FENESTRATION U - 0.28 FOR TIER III OF NEEA'S ADVANGED WATER FLOOR R-58 HEATING SFEG I F I GAT I ON SLAB ON GRADE R-1 O FER I METER AND UNDER ENTIRE SLAB 5ELOW GRADE R-1 O FER I METER AND UNDER ENTIRE SLAB OR GOMFL I ANGE E3ASED ON SEGTION R402.1.4: REDUCE THE TOTAL GONDUGTIVE UA BY 596' TOTA1.._ 6.0 GRED I TS ENERGY AIR -SOURCE CENTRALLY DUCTED HEAT FUMF 1.5 OPTION WITH A MINIMUM HSFF OF 11.0 5.5 �71 REGISTERED ARGH I TEGT MIGH EL YNE JOHNSON STATE OF WA5HINOTON v J � U � W Q z U�° H" �U rO^ U V J W � � C � � 0c z Vr " " V1 vl � O tH �m CL date : I o-os-2� permit: revisions: drawn by MWJ checked by: O F= SHEAR ?"IIiiiAL.L. SGHE=�UL.F. PER 2015 I BG GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANGHOR BOLTS, AND HOLDONNS. LOGATE HOLDONNS AS GL05E AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDONNS, ANCHOR BOLTS, DASHERS, � NAILS IN GONTAGT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TNO SIDES PLYWOOD 7/16" NAIL SPACING TOP BTM. ANCHORS BLKG. SILL OPTIONAL BASE HEM FIR #2 MARK PLYWD. EDGES FIELD PLATES d5e�ta ell �a'D• NCHOR BOLT PLATE 5IMP50NANGHORS SAP PLATE VALUE (#/L ) PI-6" 8d rb" 12" 6" 18" O.G. 2x4 5/8" @ 48" @ 48" $ ENDS (2) I6d @ 10" 240 PI-4" Sd 4" 12" 4" Irbil O.G. 2x4 5/8" @ 32" @ 30" 4 ENDS (2) I6d @ 7" 34a PI-3" 8d 3" 12" 3" 14" O.G. (2) 2x4/rb 5/8" @ 24" @ 24" $ ENDS (2) I6d @ 5" 450 PI-2" ad 2" 12" 2" 12" O.G. (2) 2x4/6 3/4" @ 24" @ 15" $ ENDS (2) I6d @ 5" 585 P2-6" 8d 6" 12" 6" 10" O.G. (2) 2x4/rb 5/8" @ 24" N/A (2) I6d @ 5" 480 P2-4" 8d 4" 12" 4" 8" O.G. (2) 2x4/6 3/4" @ 20" N/A (5) I rbd @ 5" 700 P2-3" 8d 3" 12" 3" 8" O.G. (2) 2x4/6 3/4" @ Irbil N/A (4) I6d @ 5" a00 P2-2" 8d 2" 12" 2" 8" O.G. (2) 2x4/6 5/4" @ 12" N/A (4) I6d @ 4" 1170 "NOTE: WALLS KITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS $ PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS OR (2) 2X MEMBERS PER I BG 2018 AND SDPNS-2018 PER SPEGIAL DESIGN PROVISIONS FOR WIND AND SEISMIG, CHAPTER 4.3.7.1 #4 EXPEGTION; (2) 2X MEMBERS ARE OK IN LIEU OF 3X MEMBERS 5TITGH NAIL DOUBLE STUDS AND PLATES TOGETHER WITH I6d NAILS @ 12" O.G. STAGERRED ON THE STUD FACE GABLE ENDS TO BE SHEATHED IF SHEAR NALL IS BELOW I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET NHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTIGALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SHEAR WALL NOTES 7/I6 OSB OR PLYWOOD SHEATHING - USE 8d GOMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTIGALLY. NAIL @ 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPAGING IS SPEGIFIED AT PANEL EDGES, USE 1-1/2" 8d SHORT NAILS OR 3X STUDS KITH ad GOMMON NAILS. FOR 2" NAIL SPAGING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EAGH SIDE. FLOOR PLYWOOD - USE 8d COMMON NAILS @ 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR NALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOGKED AT 48" O.G. @ EDGES D/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SOUARE WASHERS AT ALL ANCHOR BOLTS. PLATE DASHERS TO BE INSTALLED WITHIN 1/2" OF SHEATHING 7/16" OSB OR PLYWOOD SHEATHING - STAPLE SGHEDULE ALLONABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" 16 GA. STAPLES @ 15 GA. STAPLES @ 14 GA. STAPLES @ 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-1/2" O.G. - 430#/ft. 3" O.G. - 3a0#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. @ 6" O.G. - 620#/ft. FIELD SPAGING: 12" O.G. NAILS $ STAPLES. HOLDONNS - INSTALL SIMPSON HOLDONNS OR USP HOLDONNS AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. PER PLAN, SIMPSON STHDI4 OR USP STAD14 SIMPSON MST36 OR USP MST156 5IMP50N M5T48 OR USP K5T248 SIMPSON HDU8 OR USP TDXIO Cha" ANCHOR BOLT MIN. 5IMP50N MSTG48B3 OR USP M5TGB4B3 24" EMBEDMENT, 3" BOLT INTO (3) 2x4(6)) PER PLAN HEADER • } EXTEND TO J . END WALLS (B) #4 VERTIGALS #4 HORIZ. I2'. O.G. GONG. I J STEM WALL r�\H NAIL SHEATHING TO HEADER ® B" O.G. B.W. „[,— (2) 2x STUDS CONNECT PLYWOOD W/ ad NAILS ® B" O.G. TO ALL STUDS, PLATES 6 HEADERS APA RATED SHTG. fib" MIN. 24/0 EXP. I 1 STHDI4 WOOD TO CONCRETE CONNECTORS OR EQUAL GONT. FOOTING II I - Bx PLATE OR 2-2X NAIL SHEATHING TO EACH PLATE 3/4" t X 10" A.B. W/ B' XB"XI/4" PLATE WASHER ELEVATION VIEW OUTSIDE OF GARAGE GAR GE DOOR INSIDE OF GARAGE PLAN VIEW OF GONGRETE STEM WALL I LATERAL RESTRAINT PANEL L- I SEE &ENETRAL NOTES NO SCALE TRUSSES OR RAFTERS PER PLAN ROOF SHTG - NAIL PER SHEAR WALL SGHEDULE 8d ® 6" O.G. 2X BLKG. W/ I6d — @ 8" O.G. 4 VENT HOLES (RIP BLK'G.) 16' MIN. 0 0 0 10, TOP VIEW OF CONCRETE STEM WALL IOd ® 4" O.C. - ROOF SHEATHING TO TOP CHORD TRUSS. PLYWOOD ROOF SHEATHING TRUSSES PER PLAN —.2X NAILER - NAIL TO BOTTOM CHORD W/ I6d ® 6" O.G. 3/4" PLYWOOD nG IOd @ 4" O.G. - ROOF SHEATHING TO TOP CHORD TRUSS. TRUSS OVER S.W. TO HAVE PLYWOOD ROOF B 1, O.C. 6 AT SHEATHING Irbil O.G. TRUSSES PER PLAN ASS CONTINUE CLIPS SHEAR WALL ® 24" TO ROOF O.G.HI I 2 ROWS I6d I6d ® 4" O.G. NAILS ® 6" o.G. PLYWOOD TO PLYWOOD TO NAILER TOP PLATE SHEAR WALL SHEAR WALL PER PER SCHEDULE SCHEDULE 2 SHr= AR IN.ALL f= AR 4LLE=L TO TRUSS L-I NO SCALE SIMPSON H3 ANGLE CLIP @ 48" o.G. TOP 4 BOTTOM TRUSSES PER PLAN ROOF SHTG -NAIL PER PLAN I/ I6d ® 8" O.G. NAIL PER SHEAR SCHEDULE 8d ® 6" O.G. 2X BLKG. W/ I6d FLR. SYS. ® 8" O.G. ff VENT PER PLAN HOLES OVERHANG B \-HI ANCHOR @ OVERHANG B �/' `4 ANCHOR ® �BLOGKING FASCIA 24" O.G. FASCIA 48" O.G. SHEATHING PER SHEAR SGHEDULE 2X STUD WALL @ 16" O.G. T`t'P. 5HE.4RJNALL TO ROOF L-I GONNEGTION NO SCALE= SHED ROOF TO Oi=i=SET 4 SHEAR, k\I ALL CONNECTION L- I NO SG?.LE= 71 RES I STEREO ARCHITECT Mir -HI �-JOHN.—LSONII L STATE OF WASHINGTON V J � U z 1---I U � U O H N 00 u I cn M O 00 o� � � 00 W z r fn V. v, S � � 0 �m 0 o L Q dote : I o-off-z� permit: revisions: drawn by: MWJ Checked by: I Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to Froceeding with the work, or the Contractor shall accept ull responsibility for the cost to rectify same. 24" CARDBOARD BAFFLE ALLOW FOR I" AIR SPAGE MIN. EXTEND 12" ABOVE INSULATION. --\ 50LID SHEATHING OR GDX PLYWD. WHERE EXPOSED TO WEATHER .ME A& IX FASGIA BD. W/ METAL GUTTER 2X BIRD BLK'6. W/--1 2" SCREENED VENT HOLES WITH 1/4" GORRP51ON RESISTANT METAL MESH GOVERIN6 FIN. ELR. TOP PL. (2) 2x TOP PLATE, LAP GOF OFFSET END JOINTS BY 48" 146" 05B. OR PLYWD. SHEATHING. NAIL b" EDGE, 12" FIELD WITH Sd NAILS UNLESS NOTED OTHERWISE 2x STUDS cP 16" O.G. TYP. ROOFING MATERIAL FINISH PER ELEVATION ON 7/16" OBS SOLID GDX 24-0 PLYWOOD SHEATHING; 8d (o 6 "O.G. EDGE 8d @ 12" O.G. FIELD 0/16" 05B AGX PLYWD o EVES) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH 8d NAILS, U.N.O. z N HANDRAIL: GRIP I%4" - 2" 4) PROJEGTION FROM WALL NO LESS THAN I%2". OPEN RAIL: APPROVED TRUSSES BEARING OPEN SPAGE BETWEEN MANUFAGTURER'S SEAL. PIGKETS SHALL BE SEE ROOF FRAMING PLAN LESS THAN 4" GLEAR - FOR SPAGIN6 INSULATE PER WSEG VI N6 AREA FIRE BLOCK ALL VERTIGAL OPENINGS IN WALLS AT PLATES AND FLOORS ENGINEERED JOI5T5/FLOOR TRUSSES, SIZE AND SPAGIN6 PER PLAN OR 2X JOISTS V2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER o WALLS AND GEILIN65 L Y N& AREA FIRE BLOGK ALL VERTIGAL OPENINGS IN WALLS AT PLATES AND FLOORS J"X 10" ANCHOR BOLT W/ 3"X3"X" SIDING, SEE PLAN FOR TYPE PLATE WASHERS (P 45" o.c. NO LESS THAN 4�" 4 NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETG. 7" MIN. EMBEDMENT INTO GONG. EXCEPT 0 SHEAR WALLS - SEE SHEAR WALL NAILING SGHEDULE. i 2X4 STOP 2-2X HEADER FLOOR JOIST FIREBLOGK STAIRS: ONCE IN TOP 4 BOTTOM OF RUN BETWEEN STRINGERS 4 ALON6 RUN BETWEEN STUDS USABLE SPAGE UNDER STAIRS TO BE I HR FIRE GONSTRUGTI ON 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR GEILING) m r 2 57AIR DATAIL - TYFICAI!_ 6I SCALE: N.T.S. 2x BOTTOM PLATE 3/4" T$6 PLYWOOD SUB -FLOOR 2x P.T. SILL (GLUED 4 NAILED) NAIL 6" EDGE, INSULATE PER WSEG., 12" FIELD W/ IOd NAILS. R-58 FIN. ELR. __� z 44 z_- 4"(D D.S. T16HTLINE, POSITIVE DRAIN TO STORM SYSTEM I a FIN. GRADE TO SLOPE Co �. AWAY FROM BUILDING \\ \ 48" MAX. a UNBALANGED (TALLER WALLS PER PLAN) SEE FOUNDATION PLAN \\\\\\ a FOR BEAM SIZE 4 POST 51 ZE / 5PAG I NG Z SEREBARDETAIL ON 6 I GO# FELT \\\ � � a Co a \ _ \\ a O Z 6 MIL. POLY VAPOR BARRIER 1— \, a /'\�/MUST m ALL REINFORGEMENT 4"(P PERF. FOOTING DRAIN TILE BE TIED IN PLAGE FOR FOUNDATION INSPEGITON W/ GLOTH GOVER $ GRANULAR COVER AS REOV. BY SOIL GONDITIONS SEE FOUNDATION PLAN FOR FT6. / FDN. SIZE ALL FOOTIN65 TO BEAR ON BEARING SOIL a 4 d TYF I CAI. I�IIALL SEOT 1 ONS 6I SCALE: N.T.S. TOP FLANGE JOIST HANGER PER PLAN SOLID BLOGKING BR6. WALL ABOVE TYP. ENGINEERED JOISTS, 51ZE AND SPAGIN6 PER PLAN, 2x4 GUSSET EA. SIDE - "SIMPSON" H6AMIO POST TO GONG. SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL a NO51 N6 HANGER O ` 3-2x12 STRINGERS Q W 2X4 BLOGKIN6 Z (FIRESTOP) _I —FIREBLOCKS STAIR NOTES: RISER HE 16HT = -7-3/4" MAX. TREAD DEPTH = 10" MIN. An ME 4" GONG. 4" GRAM 2x P.T. SILL z c0 a TWO #4 HORIZONTAL RE -BAR IN THE FOOTING a 4 #4 REBAR W "J" BAR 5/8"X 10" ANCHOR BOLT IN 3"X3"X I/4 " PLATE WASHERS @ 48" o.C. NO LESS THAN 4:2" 4 NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETG. 7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAILING SGHEDULE. #4 REBAR ® 16" O.G. HORIZONTAL #4 REBAR (g 48" O.G. VERTIGAL 3" MIN. GLR. TYP. ALL FOOTINC75 TO BEAR ON BEARING SOIL 57D . f�EOUNDAT 10N DETA I L SCALE: N.T.S. PER IRG R403.1.3 t R403.1.3.1 NASH AND A5500 I ATES 6ENERAL NOTES: I. All construction per applicable codes and ordinances. 2018 IRG, IBC,.-2018 WA5HIN6TON STATE ENERGY CODE 2. Verify all dimensions on job site. Bring discrepancies to the attention of Owner and/or Designer. 3. Owner will verify window sizes and manufacturers) with framer before start of construction. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2018 IBG. 6. Truss manufacturer shall supply shop drawings to Owner and framer to review and approve before fabrication. -7. Owner will verify electrical and heat layouts with Installer before installation. 8. Under all parallel bearing walls, use double joists or as noted on plan. Double joist (or extra TJI) under all non - bearing parallel walls. cl. TJI products to be installed per manufacturer's installation guide and approved reports. All metal connections to treated wood shall be at a 10. minimum; triple zinc ZMAX (6185 per ASTM A653); Hot Dip Galvanze (ASTM A123 for connectors and ASTM155 for fasteners and anchors. All bathroom fans, kitchen hood, and dryer ducts shall be II. exhausted through the attic to the roof or through the floor system to an outside wall. All wall ducts shall terminate at least 36" from a window opening. OL I MATT O AND 6E06RAi=H 1 O DESIGN ORITERIA: TERMITE: SLIGHT TO MODERATE DEGAY: SLIGHT TO MODERATE WINTER DESIGN TEMP: 22 IGE5HIELD REQUIRED: NO FLOOD HAZARDS: 2005 IcK12 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 50 DESIGN DATA: ROOF LOADS: LL 25#/SF (SNOW) DL 15#/SF TOTAL 40#/SF FLOOR LOADS: LL 40#/5F DL 10#/SF TOTAL 50#/SF DECK LOADS: LL 60#/SF DL 10#/SF TOTAL 70#/SF SOIL : 1500 PSF MINIMUM CONCRETE: 2500 PSI AFTER 28 DAYS (5/2 SACK MIX) -3000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR 6ARA6E SLABS- AIR ENTRAINMENT 15 BETWEEN 5-7% (TABLE 402.2 IRG) MASONRY : PER 2018 IBG STEEL PER 2018 IBG (GRADE 60) WOOD PER 2018 IBG NAILING PER 2018 IRG NAILING PER TABLE R602.3(1), Rb02.10 WIND: 85 MPH (110 REDUCTABLE VIA CALCULATION) SEISMIC: SEE GALGULATION PACKET WEATHERING POTENTIAL: MODERATE FROST LINE: 18" E.F.P.: 45 PSF 4" BEAM: DOUGLA5 FIR #2 6 BEAM: fv = 85 fb = 875 PSI E = 1,600,000 4" POST: DOUGLAS FIR #2 6" POST: fv = 85 fb = 875 PSI E = 1,300,000 JOISTS � RAFTERS HEM FIR #2 STUDS: fv = 75 fb = b50 PSI E = 1,300,000 GLU-LAM BEAMS: fv = 165 psi fb = 2,460 psi (reduced by size factor, CF*KI) E = 1,800,000 psi NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES WILL BE NOTED ON THE PLANS. I. SUBFLOOR: T$ 6 PLYWOOD OR OSB APA RATED STURD-I-FLOOR 16" O.G., 3/4" WALL a ROOF SHEATH I N6: APA RATED SHEATING 24/16 7/16" FOOTING FOR : 8 WALL - 18 x 12 FOOTING lb" BELOW GRADE #4 STUB STEEL - 48" o.G. VERT. UNLESS NOTED OTHERWISE 125-71 REC� I STERED AR-H I TEGT MIGH EL YNE JOHNSON STATE OF W? RNGTON N u U cn M O G� OW � O U Q o 00 F� W z r VI y date: 02-01-21 permit: revisions: drawn by: RO checked by: SHEET I