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HomeMy WebLinkAboutSFR - BLD Plot / Site Plans - 7/8/2024 Engineering and Architectural Drawings DREW CARLSON Roof Venti lation Construction must match all designs and specifications of the Architectural and or the Engineering requirements OR a stamped letter of x �TM rms� a s I ('j d for Issuance su At 1 s ft per 300 s �t approval must be provided from the design professional responsible for Approve p q the work that has been altered.—NOTE:Structural engineering shall � —11 supersede Mason County"Typical"notes for structural items.i Heat Detector - See Residential Plan Review Checklist A Heat detector shall be installed in attached or important code information and details that pertain garage and interconnected to an alarm or smoke to this structure. alarm installed in the dwelling. (R314) 601 W. RAILROAD AVE Mason County Permit Document P.O. BOX 102 BLD2024-00855 SHELTON,WA 98584 Provide Manufacturer s PH:(360)426-fl511 Shear Wall Nailing Inspection installation instructions at Required FramingInspection P Reviewed for Code Compliance Mason County Building Truss Engineering MUST COMPLY WITH PERMIT Department PROJECT NUMBER Full Truss Engineering must be available CONDITIONS 2023025 on site at framing inspection PROJECT TITLE Building Air Leakage Test building envelope air leakage test shall be performed in accordance with e WSEC R402.4 and shall be considered acceptable with a test result no WSEC Permanent Certificate Plans to be kept on site to exceed 4 air changes per hour.The blower door test results shall be A permanent certificate shall be posted within 3-feet of the recorded on the permanent certificate located within 3-feet of the electrical electrical distribution panel.The certificate shall be completed by These plans must be on the job site distribution Danel. the builder or design professional and shall list R-Value of for inspection Insulation,glazing s door U efficiency -Factors,type&eciency of heating Carbon Monoxide Alarms equipment,blower door test and duct leakage rate. EdweUing arbon monoxide alarms shall be installed in all ne tial construction.They shall be installed in the e vinicity outside of each seperate sleeping area in nits, a minimum of i per floor. Carbon monoxideAF'PROX_ ROAD EDGE ll be listed as complying with UL2o34 installed ince with manufacturers installation specifications. �tt �: SIDE SET�3AC.1!TYP. Changes qNEW t2i 120 CAL.'PROPANE TANKS 105'-0" TO WALL v� flu 0 DUCTLESS HEAT PUMP - VERIFY LOCATiCN W/ OUANER COVERED SCREENED PORCH Submit changes for approval 40` A -�_E EASEMENT t4 13'F SF : _ prior to performing work K `� SEPTIC TANK I I - EXACT LOCATION TO !BE CONFIRMED / i Duct Leakage Test SEPTIC, 7RAINFIEL D \ 9 AND RESERVE \ Air handling ducts shall be tested to verify that ducts are sealed In I I / PER AWED accordance with WSEC R403.3.3.A signed affidavit documenting the test I (� i D`cSli: y 1®0' WELL RADIUS results shall be provided to Mason County during the final occupant 50 io=�L l� inspection.Duct leakage rates shall also be recorded on the permanent -�— SAD �,. certificate required within 3-foot of the electrical distribution panel. I LILT I 2B: T�N I + % 0�a7 3 _ LLI I _ . M _ f I \ �— So' MIN.SETBACK sn l I I � I FROM OHSL � I —� +I I NEW O I I � SHOP U) i4�' NEW SF i T I I f // m E:.?STiNCs WELL ITI 7) FUTURE _ RESIDENCE — y� UNDER SEPARATE PERMIT PLACEMENT € 7 DETERMINED:DpIiVEL�Allr ACCESS \ XISTINC- I TO ROAD 54u� REGISTERED _ - CLEAR LAKE"Wawa ARcITECT S-$ TO E,4VE LEONARD A. WLLIAWa ±S-7'-V TO WALL ! S73 f — _ _ 1= '� / STATE OF WASHINGTON L NEW CsRAVEL DR3VEW,4Y - ) -�i1 �`—� � `� `1 VERIFY EXACT L FUTURE SEWER LINE AND — CONFICsURATION TRANSPORT LINE APPROX. ORDINARY REVISIONS =R SEPTIC DESICiN VERIFY EXACT HIGH WATER COHW1 LOCATION `— FUTURE DRIVEWAY I - EXACT CONFIGURATION TO iBE DETERMINED L SEPTIC TAN.iG LOCATION i SITE - TO BE CONFIRMED 8 1 L_ NOTE: COPY sj i . NEWEW RESIDENCE T.�, =E CONVERTED TO ADU AT TIME OF FUTURE :�aIDENG ?ERMITTII%* APPROVED AS NOTED Reviewed for Code Compliance for those items listed on the application for permit CHECKED BY Project shall comply with permit conditions as noted on the I A ITE PLAN permit. SHEET NUMBER The plans shall be on site at the time of the inspection. Failure to have permit and plans on site may require re-inspection. A 1w0NORTH Any plan revisions shall be submitted and approved PRIOR to installation or field changes. Changes in Engineering Documents or Details require a letter and stamped detail unless otherwise approved. OF g REPRODUCTION 0R RE-I;SE 07 THESE iESE DRAWINGS WITHOUT WRITTEN PERMISSION OF THE ARCHITECT IS PROHIBITED. 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SLAB I - -SL•OPE PER F7v All GONG.SLABS `} } AWAY FROM BLDCs_ FOOTING- PER STRUC_ 801 W. RAILROAD AVE -SLOPE Van PER FT. ` - [ P.O. BOX 102 AWAY FROM BLDv _ SHELTON,WA 98584 PH: (360)426-0511 FROJEC7e L� 11-011 J. [ A .1 _ I _ R S ENS:_ I DREW CARLSON [ I =L_ ��0' I— w [ I . - is [ _ [ f _ LU Approved for Issuance a�.� _ _ 1'-0" LU [ - :. - . -• - - - - _ •_ _ _ -- - 1 _ _ - _ - .4.° Gone. sLaB- - - - _j. -- - I (FLAT) [ / R-A 48" HORIZ RIGID INSULATION 6=LOW SLAB PERIMETER(WATCHED; _ Mason County Permit Document BLD2024-00855 0 __ I : _ = �. F- T SHOP, ' [ [ Reviewed for Code Compliance o _ :' LOW POINT-OF SLAIS Mason CountyBuilding `" Q 5'_;-1/2 - 9 e [ [ I Lr_ N N Department L, FLAT _ to x 12" CONT.FTG b" GONG.STEM WALL 4" G:3NG.SLAB [ I [ -SLOPE 1411 a=R=` - - : I AWAY FROM BLrS_ _ Engineering and Architectural Drawings Construction must match all designs and specifications of the Architectural and or the Engineering requirements OR a stamped letter of — � approval must be provided from the design professional responsible for the work that has been altered.' NOTE:Structural engineering shall v CONT.FT # b" GONG._STEM WALL supersede Mason County"Typical"notes for structural items." = — . - - P)=R'S RUG. Tl'P. - �laP Uh1.0. - 2 EL.0:00' / I [ HIGH-POINT.OF SLAB } - [ A2.1 YiL.I I 6" x 12" CONT.FTC-_ 4 6" GONG. STEM WALL r � WARP SLAB UP'AT (DOOR,GAS REC�'D_ -. [ � [ _ TO MATCH SHOP SLAB PER STRUG. TYP. - — - _ I [ 4" GONG.WALK [ ' VERIFY SLOPE TO MATCH GARAGE 4o�� REGISTERED SEE ELEV ARCYITECT STATE OF WASHING TON ON a° GONG„SLAB REVISIONS: _ -SLOPE 1/8 PER FT. _ [ I B? OUT FOR GAR4GE DOORRS ' . - _ [ _TOWARD DOORS = I I I @ L _j — — — — — — — — — — - SHEET CONTENTS I [ FOUNDATION �*_ _ [ LOW PONT-OF SLAB - - : J 4." CONIC- APRON -SLOPE r V" PER FT,-- - ®RAllllly B AWA-' FROM-BL DC�_ — ^ o I —^ A �- - _ - - ?S'_t� P/2:: S".Os 24'-5 lf„ �iARAG-E - P Ko� �!.� f#n ki i ,,ki r. r = _ PLAN NORTH REPRODUU�IC d CUR RE-USE 07 THESE DRAWINGS WITHOUT WRITTEN NORTH PERMISSION OF THE ARCHITECT IS PROHIBITED. 5S'-O" � Reviewed for Code Compliance NEW bx6 POST PER STRUC. \ >� - 29'-6 12" SHOP � Mason County Building 1/4 t EXTERIOR 2x6 WALL Department EXTERIOR SIDI!VG I 4'-2 3/4" 2`-6 I/4 3/4" a'-il" HEAT PUMP EXPOSED 4x4 NON-STRUC.VERTICALS POSTS TYP. - / RESTING ON PT 4X& SILL CONFIRM EXACT LOCATION WITH OWNER f C9)LOCATIONS � Engineering and Architectural Drawings N { Construction must match all designs and specifications of the I 4'-3 114" Q _ Architectural and or the Engineering requirements OR a stamped letter of 4'-1 U2" f approval must be provided from the design professional responsible for I -.s ®�� _ �j supersede Mason County T shall - ID :�®aaD-Ire[ SCREENS aE i u�cF� i-vSTo the work that has been altered."":NOTE:Structural engineering shall I - pe my"Typical"notes for structural Items. _ I ( '" 3 SIDES IKITE! ROOF ABV, T'Vl 2'9e_ 601 W. RAILROAD AVE IF P.O. BOX 102 Oro 26 2'0 50 (2) '--2� @ - E ELE � SHELTON,WA 9$584 FUL _ i = LIVING- SPA®s C2? 120 GAL. _ - •H.p. , _ ` PH: (360)426-0511 ! PROPANE TANKS CONFIRM LOCATION WITH OWNER 0 I —— ! at!V LL- BEAM.ABV. = 0 Z TILE U c PER STRUC- N 1 Olt / Tt II E FLObRING TO MATCH SHOWER ( Ij( / 30 WALK-I AS SELECTED SY OWNER- _ U 1�,�_ I 36 3� 3b b I CLOSET ! a PROD_., NL. 1BER n - ----- ----, 1N L_ . I -o ROOM ;5 2023028 i sT VAULTED JU PROJECT TITLE �at�4 SHOP ` I t� ' -�i" �, -` �, -Fan$ Via I - 28 9,BATH 28 cis HIGH WINDOWS,TYP_ � I ARCHED. -T ET _ SHOP. PKT_. FLAT- PKT. - 1 26 I : 1 I OPENlNCs 33" VANITY L_ Z �-_ 2.1. ——— LINEN 2z4_WALLS:-1 U " T__1 P. -2 fNT. NJ I 2x6 WA'== _ I = Z2J 28 rotl'd BARN pRS. `� �I I — 2xF CLG-.JOISTS 24" O.C.. I _ „� ©PG. F _ STONE OR CULT.STONE � "�u I A5V' - TOILET R11t VENEER Ol fOi�l 2 u. - - - - r - - n - -- - - - I -UPPER-CAMS. - �.ONG d.AP SEE `E�. ( •LOWER" �� i I � F�\ = I [; er fs.Z :A 1_ 2/A:.i 6 c. ! `� _ _ 01 I FAN 3 LIV!4!� VAULTED z I a --Y ar r s1NiG x 2x6 WALL I,_®„ : `� I KITCHEN I _ 1 Q - VIDE UTILITY H>OOKUF'v: 9'-0° H CLCs I I- :VAGUE ,D�-E ABv. Cq \ 0 ' FU®! HT. STONE CPOl1 R;WATER, t SEWER I FLAT - I �4 Z�iNC_.SLAB -FLAT TYP. �" , OR CULT-STONE VE Z' OPTION 1 SL"AC: CONTROL JOINTS T`r'r"'. FOR i�Y HOOKUPS , ° . - I e :CONDITIONED SPAG_ E Z e can LIVING-, SPACE a SEE ELEV. � ALONG TH1S IiJ4ll , 6 -O' t�-,- ,48 " CTE< OWNER I CLEAR I.2`-0" I.12"I"E .LaN . LG- = K ABV. U �_ REIN. C,4BS_ SPACE DOWN el q - �- 3®i!2°x9-12" LVL F'05T - - - - - " ' - _ .. - - -- "' - . _ -. - - aR ST�1JG. V-ID" H.SOFFIT AT C'= J�W/ '�-2 o=, G. 2aul t "Tc 6' SEE �I ®�� - Feat Detector. - - : ARCHED" 20 �¢O L _ ELECTRICRRAM9, / 2x6 WALLm r_R STicUC. I - -FIREPLACE _2 LOCS. I A Heat detector shall be-installed i :attached6" sTEM WALL eEtow garage aird inteeconnected to-an alarm or smoke1Rr����, alarm=installed in thedwelling: R314}._ 1`2 CITE Fang 20" D. ` :: . -� 3'-I i2" 4'-0" 3'- I'-It'I 3'-3 I%2 - �I , V .® ' - I - - ( 15'-?on CLG.:HT. n n n 12 P SOLAR TUBE C.4B_ 16 CAPES: 5 -2 -1/2 I ` UNCOND-ITION�D° - - - - - - - , 01� � -- - � - _ - 1 COti ERED f = II UPPE,�_�ASS . PORCH _ I - SHOP I 1 t _ ` J �i ..yANI_ II i _ il Ill I i i 4 /47 GDi�IC. S1AB BE�CH MUD'r'? OM POWDER ROOM _ � -1 12" 24'� D. ;3'H_CLG_ , - �� [ E 2x6 WALL W/ RICsiD INSUL. T i"P. j t=L/1T SEc DETAIL 2/A2� FLAT `� H.CLCs.'1=CAT r ' I 9' ;-i_ GLG r i c - \ i 1r 01a _ 2 6 WALL ( am •PKT: F I VAULTED. i RES. EXT. CALL., ONLY Cu I W/RIGID-INSUL g RE IDENCE ONLY -i 6x6 POST PER RUC. ^_ I I _ "� I WRAP W/ CEDAR Ix --- "� - - - AN DE cA_ - _ - _ D PRO P A,.- /o POST IN i I 6, P WALL PAR STRUM � - � 1NEN PER DET iL A- `-2x6 WALLS PER STRUG. p0. - A s! �® �J T1'P, g'EXT W,4LL� --= -- - _ 2r� WALL W/ RIG-II? 1NSUL.. GAR �.DOOR_ ®-. O_ UNIT ,42_l NQ 'STEP = _ CsARAC:-c =g -—— —=— -—-————- --—--—=--•- — _-= - - HIGH-F'OIttT_OF SLAB 1� - -- - 'n WAivP SLR: 1 ON-DEMAND PRC7`ANE i-I-.W. HTR. 2.1 I. _ mr '� LU 2xa WALL :I I _ AT DOOR AS REQ'D I `� 11 �E 07 �� �'� R�m� - WAT=,� ;OFTENER t3 I - rrrggcR CONJ.WALK I I - I S I vL' E AS in �L I ' - : -•-I • - _ - - - - - = - I - l� -- - - " -: I- _ _ : - - - - - - . _ _ _ - ' ���f REGiSiL�cED WALL FRAMING PLAN DETAIL AT GARAGE - WEST ARCIITECT -._ Q : _ I. II" � � 9-- LEONARD A WILLIAM�- r �ILL to STATE OF WASHINGTON 2xfo WALL O IK 14"-GONC.SLAB - -SLOPE %a" PER F T. :C4 u_. \ l'J REVISIONS TOWARD DOOt2s - _ N II I I ) I 2x& EXT:WALL _ � : �� � c t TYP. sHoF uNo: I ---------------------•- I Heat Detector e 1 - 4 - � W CARL N DREW SO A Heat detector shall be installed in attached I SET OUTSIDE FRAMING LINE OF , r _ :OiVDIT10NED WALL r' INWARD �� garage and interconnected to an-alarm or smoke _ �_ Approved for Issuance - \ S° S7-EM WALL BELOW i2'-m° 111'-�" _ 12.-0" 14'-0 ( v SHEET CONTENTS GAR,AG DOOR - ���� DOOR alarm installed in the dwelling. (9314) �= CaNC STEM WALL AN J I I LOW PONT.OF SLAB I . / CONI I.R-� RIGID iN&JL 6 i .y ' 16 _oil G,_I1�94 EXTERIOR SI,^.ING PER ELEVATION IGA DOOR DATE - CONTINUOUS AT G-ARAG-E AND �HAr'2�iG-E 5 - . LT Mason County Permit Document L IVING-SPACE COVERED PORC_1 56 BLD2024-00855 I I I I ENCLdm=� PT10 134 - _- _ : 4" CONC.APr� = = DRAWN E4" F, - E -SLO E.pie" PER AWAY FROM i✓C�,,� � - CHECKED Rif FXT ER;® � R PLAN r o. o"� Rom, _ _ s �: _ _✓% SHEET o�°�i•vi3ER ' �. MUD ROOM i0o RANGE HOOD RCS= I PLAN NORTH ALIGN GARAGE WALL FRAMING Wl - - - - - - - - - - - - CONC,STEM WALL BELOW i®O BATH Ul NORTH 4'-1 1/2" A 201 10 TOILET WALL , 3 8'-0 1.�'' , 12`-2 3/4" 12'-1 1/4" _ _ _ __ _ _ _ _ O 10, a —J NOTE: ALL VALUES REr''RESENT INTERMITTENT 29'-6 1/2" SHOP , 24'-4" GAP-AGE 2� OF W" �-_ EXHAUST RATES - SEE IRC FOR CONTINUOUS RATES HEAT PUMP SYSTEM 15 TO PROVIDE WHOLE DOUSE REPRODUCTION 0R RE-USE OF THESE ?C 1'-Qs" EXCHANGE REQUIREMENTS PER L' E� DRAWINGS WITHOUT WRITTEN PERMISSION OF THE ARCHITECT IS PROH�P , SEE ROOF PLAN FOR 0--44. D l�`!_ 8 STRUCTURE FOR VARIATION 9 TRUSS C Engineering and Architectural Drawings -_ DREW CARLSON Construction must match all designs and specifications of the ARCH. COMP_ Architectural and or the Engineering requirements OR a stamped letter of SHINGLES approval must be provided from the design professional responsible for Approved for Issuance the work that has been altered.—NOTE:Structural engineering shall supersede Mason County"Typical"notes for structural items"" SHEATHING- -- _ - SEE STRFX. ' OUTLOOKERS �- PER STRUC_ 1' Mason County Permit Document EC1 W. RAILROAD AVE 1 , BLD2024-00855 SHELTONi WA 98584 i I, � I I I �I -- z /4x I I I - PH: (360)426-0511 II I II CED40R ; II = ARCH..�COMP.SHINGmES " ER UNDERLAYMENT I II II tl l I PER 1 IFRL " I I 5/4 x IO CEDAR "Y"' E DETAIL i1A3.0 RO-R8 i"RIGID R INNGS SL iSb°G° OND_ SPACE �i i I I 6 o i II' I i , ' II l -dRDlE � ING.-: = S3DlhG WI b" EXPOSUREO-_C. NUMBER NON-CONDITIONED SPACE CEDAR TRIM BAND TYP. - SEE DETAIL 1/A3.1 I I I I ! - GUTTER DRAINS TO LOWER ROOF 2023025 END WALL TRUSS RAFTER S �:� P1�0,7LCT TITLE- PREFORMED METAL GUTTERS � MATGt-�fNC-, DOWNSPOUTS irr—JJI I I S,::-r`TI-1lNG- - Ste_ Z`_ i v I I r fl 1 PANEL :SIDING W/2x CEDAR BATTENS a 12" O.C. Lll,, ; t it Illl „ VI II II.I w 4DE;mlG. - SEA -. T'�! I II I N II I 1111 II I III S/4 x ID CEDAR FASCIA TYP. - SEE DETAIL 2/A3Z E: 1:1 El 5/4 x a CEDAR WINDCW E DOOR TRIM TYP. I al.4x A CEDAR COMER TRIM TYP. P.T. bx6 PT POST STR]G. h WR4PPI=D W/ CEDE -_�'�" SEE DETAIL 3/A® 4" CONC. WALK W. THICKENED EDGE IT-O" x t '-O" GArZdG� DOOR _ C•®� 8 O GAR1�'_ D I o.e.=Z S n ._ _ lJ/ U'�_.� ,wa-: UY UPPER GLASS PANELS W/ UPPER GLASS PANELr ARCH. COMP.SHINGLE ROOFING OVER UNDERLAYMENT PER MFR. SEE BOO' FRAMING ROOF SHEATHING r''� VARIATION - 12 - - -—_ R-4E Bt®T INSUL- a CONDITIONED SPACES I ice" V D.S. ! I ------ - - ------- --- ---------- --- ----- =- -- -- ---- -- -- -- -- -------------- CONT_ OVER TOP- I �. —— ———— — ——— —————— ———— ———— —— —— — ------ ------- ---- -- ---- - -- -------------- - I -ENC%TRUSSES 6 24•` EDGE FOUNDATION BELOW GRADE TYP. sY =z STONE O:PZ CULT. $T ONE VENEER OPTION 2 W/ GOING GAP •'/2x6 TAILS T�i " =RAMiNG PLAN � PER DETa!L 2/A3.1 - oLAE� SrOmm_S AS `C FULL DEPTH � e� TO i~iA.®C- eP t GARAG-E LEVEL SOUTH ELEVATION Reviewed for Code Compliance VEN i ED BLOCKING PANEL Mason County Buildinghe 0 ,.y Department H-1 CLIP PER S=ii�1C. I Ea C PRE-FMISHED - w>- METAL GUTTER I /✓I, I CEDAR FASCIA PER ELEV. Z OPTIONAL VENTED SOFFIT ®=< OWNER = LINE OF Roof Ventilation a - SEE SOUTH ELEVATION ,00= PLAN W E__ DOUBLE NAILER ` I LATE W/ (2)ROWS 16ds a 16" O.G. E LAYER AtIsgftper300sgft z EXTERIOR SIDING ;=R ELEV. Q L e-S CONT.RIGID [NSULATiON W CONDITIONED SPACES Q / T SPED JOINTS PER MFR. LU E`X-:=ND 4 E-S -f-WL WALL Sl-eEATHING - __ -_ _ - - ----- _- -_ -_ _ _ =- ------ --- - ---_ UP TO SAVE LINE OF WALL BEYOND .W,J WALL FRAMINGINSULATION PE® C�C i ION cl L11�1 F- �E OF ROOF -- - - --- - - -- -- -- -- - - -- -- - -- - Z - _ - G^'LS1 INTERIOR FINISH PER OWNERL�NF_ OF ROOF 4 ------ai -- $/4x8 GED�AR FA.�Ci,� c �A'GEe =Rv_mj_) ROOF �'AI� CONDITIONED SPACES - - _ - - _ __ _ g� REGISTERED 2 EAV - y @ - — _ -_ — - _ -- --- _ _- —_— _ - — —- - -- — GUTTER DRAiN� ` �_ ARCHITECT I 1 , . .�.�: 1' ,f•.. _ - _. A ROOF - — W/R2' METAL ROOFING PANELS I 4 -__- — --- f LINE OF CLG-. BEYOND iEori a Wnw 6 STATE OF WASHINGTON �- � �✓ N II 'll I I I I II 1 I � HDR. BEYOND y PER rT _ •' 111 �-- - II' I Luc_ REVISIONS III 12 I Hill 1111i Ill _ r — I II s � _��C 4 2� BM. PE t�UG. 3640 � �•� 36 4ID I! r I 1 i I I i -',� JLu 2x& CEDAR iRi°i -- '- -- - — EXP.4xb DOOR HDR, SHEET CONTENTS jl_° j � ! \ 7 STOPPED-N SCREENS 3UILDIN�; � T, I 3b BETWEEN = , L7 I I O I O NON-STRIIC_ VERTS_ 3ro S0 3b 9ID - - v x TYP_3 SIDES RE I .� ��' cD 0 \CSMNT F:•:D. GSMNT FRAi"� I P T 4xb SILL \ ;r Cee:^,iR <is I I W/CEDAR WRAP PT bxb POSTS lx CEDAR TRIM PER STRUG. 11H ` fill II' III i.- e s �., L _ :- I:.:...-;.. _ . .-.--- W/ CEDAR WRAP GOI�.._ .�.. � LU ' ENTRY PORCL? d 4lU I I 0 II II II ` II IiI tI _ __ __ _ _ __ _ ___ _ __ _ __ ___ _7_� ---- I DRAWN BY - - — --- - - ---- - - - ---------- ° CONC_FTG_= COL_ - - -- - - - - - - -- - -- -- -- - - - -- - - ------------- -- SiMPSON _ =GR STRUC. BEYOND -SEE FDh PLAN I STONE OR CULT.STONE VENEER OPTION _ 11�1�1�1�1�11 a WEST ELEVATION _ A 10 7 F_ I _ _ ^ FEFnCL1UC I ION OP,RE-USE OF TNESE _ c DRAWINGS WITHOUT WRITTEN PERMISSION OF THE ARCHITECT IS PROHIBITED. DREW CARLSON - # NLTT - ' Approved for Issuance zJ C1RVr� :GOOF W/ 12" METAL ROOFING PANELS . 5/4x8 CEDAR FASCIA 4 RAKE s CURVED RA3GE Tl ' GLITTER DRAINS TO LOWER ROOF -2 LOOS. RIGID INSUL ��::��ING 9 SOME LOCATIONS _ -- 601 W. RAILROAD AVE WALL S7RUC. / P.O. BOX 102 WATER-RESISTIVE 5,:RRIER — — SHELTON.WA 98584 SLIT 8 LAP OVER ZEE FLASHING -_ PH: (360)426-0511 I SIDING PER ELEVATION I ZEE FLASHING � I R TRIM W/ 10' CANT sit 2 x 8 CEDAR TRIM { 000 0 -o __o o a' o -,Z- LsC✓�1 7 E e® JECT d 1 d�= I 000000 0❑ r - - — --— I -- --- � CAULs-� -- - - 11 0 :AiE PANEL SIDNG W/ 2x CE�': 6E�NS - - i I I — — - - ---- - in.HI 36 30 36 30 36 30 36 30 30 30 36 30 - 0 A T TBNS BEYOND FXD- FXD- o FXD. F.D. F _ D. I I FXD. • I ( 3C !! ;; Engineering and Architectural Drawings ALL FRAMING 3 6 R I Construction must match all designs and specifications of the Architectural and or the Engineering requirements OR a stamped letter of approval must be provided from the design professional responsible for ` 000o O 0O oo + the work that has been altered.""NOTE:Structural engineering shall supersede Mason County"Typical"notes for structural items"• OOi ❑ <2 M. E SF-AT E 171 = aoo O 00 0000 00 00 000000 ooco o000000 00 r _ _ _____ _ _ __ ____ ____ ___ ___ _ o ----- �-- —— ——----- - -- - -- % - -- ---- - ---- - ------ ----- ----��_- -_ -- ' 5/4x CEDAR INFILL TRIM AS r EO'D STONE OR Cam+ =T. STONE VENEER OPTION I WEA T HER RESISTANT BARRIER -' � o VATI O N —AP OVER L;=E `ARDiE SiDIN! r''-ER EL EVATION FLASHING 9 1 lI�1�v o s� oof Mason CountyPermit Document = 11 BLD2024-00855 STONE CAP C CULTURED STONE ?�IEER WALL SHEATHING - -i!' d. w .. Reviewed for Code Compliance o WALL FRAMING Mason County Building - \' 0 0 Department 1 - - 1 0 i GUTTER DRAINS -2 LOCS_ o o III' I I I II l II I o — ^ i I' I a I I 4097 REGISTERED _ i 2 PRE-CAST CONC. CAP CULTURED STONE iIEN - � _ _ `�" li II I , I � 1 . � I�, I � ! � 1 I � �,' I. � � � AR��iITECT � T I 1 1 I it II °' l i P II N l i I I I I �ov Ro A. WWal�I I III III I i III I ,I I_I I li II i t I l i II I I II i ' I l i I I STCTE 01" WASHINGTON 44. WALL FRAMI-NC� _A� = DTION SHEATHING, P-2 1- Sr-T I ON � III II II II I I 'li' 111 I 11 REVISIONS f I it I I n I I ' II I'I u l � '�;..� •'ZE® AS SELECTED BY OWNER ILIL I I SEE ELEV_ I I i li , UII I FLASHING: � 7-,EQ'D I i 16" MTL ROOFING OVER �- i.INDERLA i`i=hl T PER - ROOFING I=XD, i=XD. 1 RAFTERS P E7.Z - 'd. - ����, �� i 1 j ! l i �; 5� DA,v FAat;!A 4 RAKE 'I i! i I Ii I ;, ; �I — CvNTENTS _ SHEET 5I4x8l=ASCIA PER - 'VA?i�.^e ---o_---�-- -®-------- I ! r � E6NED PORCH S�i3UILDINC ! vlTiC�N� i�N== B ,ACE DETAIL5 o/ I 20 50 ( 20 50 li I f I� FXD. (23 RSS_ FXD. I L DR I I Ir- { FUL (LITE INSUL- fG=1S.f MEMB�:e AT WALL PE.� STRLC_ RESIDENCE ELEVATION .!.0.00' - KNE� BRACE PER STRUC_ I_I_ — — I u ` -- - - -- - - -- -- ---- - D5_ -� \ �'ti —— _ DRAWN BY e_n Y i —— —— —— —— ———— --- ----- ------ ---- ------ ----� ---- -------- - O !M�7� I OWNER o : 1-`i G.�_ . 6"a^ ''"_ - h TION W/ ( ,,,1 2; � �«-�. -a tm �a..��-s ..�:-.. :� �.��: CHECKELC I HEAT F'IIMP CONFIRM EXACT LOCATION 2x8 CEDAR TRIM BAND - SE DETAIL i/A3.1 SIM_ _ _ o SF vl`�'�? NUMT. ( �- WINDOW R1J_ i-}EICsI-ITS ARE TO BE FR "'fED SO - THAT WINDOW FRAME., AND DOOR a®�'"IES ,AND 3 3/4'`- I n =--n THEIR CASINGS ALIGN HORIZONTAL-" ^�. 1/¢n - i ST VSiE-ER/ CONC. CAP PER A ■ DET Ai� OF REPRODUCTI04:OF RIKSE C•r THCS DRAWINGS WITHOUT WRITTEN PERMISS10h OFTHEARCHITECI IS PROHIBITED. Engineering and Architectural Drawings DREW CARLSON WINDOWS IN FOREGROUND AT EAST WALL Construction must match all designs and specifications of the Architectural and or the Engineering requirements OR a stamped letter of LINE OF GLG_ 0 KITCHEN BEY Approved approval must be provided from the design professional responsible for for Issuance the work that has been altered.""NOTE:Structural engineering shall ;e�*la �_ ; �- IN FOREGROUND AT EAST WALL CURVED ROOF BEYOND ' supersede Mason County"Typical'notes for structural items..- 2x4 F-AF°ER5 9 24P O- \\ VEN l ED RIDGE CAP PROVVSS 3Z vx, IN.FREE AIR MIN_ T i P_ _ -- _ ------ -- - -- -- -- -- - - --— - - --- PRE-ENG. ROOF ` =SSOR I, v__S -• 24 O.C. - - - - R-4S BATT INSULATION a PRE-ENS. TRUSSES O` EF, CONi DiT10i11EC; _ r --- _ss SPACES T3'P. r H r � r � n S 7—Pj ---- _ — — --- -- — — — FULL EKsI-fT AND CONTINUOUS OVE',� TOP , L.-�eTE., I ; , - 601 W. 2 ..a. . m,� STRUC_ u ,,G .._r. , , , ROOF , R,-- t� �. � ct! n =_� ^TRUC NA[L-� .. � �,..., ,�-. � P._ - n. RAILROAD A '"'�' " ""`'�" - P.O. E10X 102 SHEGYPSUMSOARD $ z4" FRAMING A 9$584 -- --_ -- -- ----- - - -- -- —-- —-- - T � - PH 6 26-0511 _=— =_-__ - --= - --—— ---=---- -- --—=- OWNER OPTION!_ 1xb WOOD ��s OYE:� °`�:!Nr : (3 Ol 4 INSULATION Dc�L TOR - MAINTAIN 1" AIR SPACE MINIMUM ABOVE INSULATION PROVIDE MIN. 15 7 SQ. N FREE AIR LI "r. e VENTED BLOCKING- -- _ S MPS , - - -- / - — R S -. / 5/4xCEDAt RAKE t FASCIA PER ELEV. TYP. � -- - -- _ PROJECT TITLE _I !e 4x4 POST PER STR�C. SIDING- PER O\v_R WATER-RESISTIVE BA:�IER II Ord o OPTIONAL R-49a BAD..INSULATION ! -- ? ;�-3 CONT. EX$�OR INSUL. TYP. G;R^GE : � s TYPE „x,: GYP.SD. 6 = CLG. E WALLS COMMON W/ RES. ;-2.. CZX PL7W:D.6k G_ OR -06': 0 55 PER ;BALL FRAMING i-1DR PER S T Rini.. n�SasA TI O ! I�I �AT; Irs,-s , �% r r r; LT iI � IIIF I I R� -e°%1 5A77 INSULATION a EXiT�..WALL L FRAMINGBEDROOM _OPTIONAL 1/2: GWB FLEX LIVING I : & WALL FRAMINGs16` 0.0 TYP.a 12 FR I-MiN� GARAGE _ :Y 5 BOOP i0aa44J C=@ I ARi , i IiDR.PER STR;::::. —— J L————{ L——— i i STOP=7_ -IN SZ:r—EBEE ER OWNED E'=EVATION < IIA4.0 . T 4rS SILL W/ ix FLOOR ELEVATION f 0.00' FOOTING PER STRUC. — " CONC.SLAB PER ST LIC. - SLOPE 1/8" PER FT AWAY FROM 1-LOUSE B _ 4" CONIC_GARAGE SLAB E :P:� ;w: — ^.�S_ ;�ER PLAN \ 6" x 24" CONC FND_ WALL PER STRUC. - SLOPE 1/8" PER FT_ AWAY FROM HOUSE \ 12" x 6" CONT. CONC.FTG-. PER S, 'IC. 48" R-10 RIGID INSUL, AT SLAB PERIMETER 4" CONIC. SLAB ON GRADE PER STFZ_:. Ilk 4" PEA GRAVEL OVER 6 MIL.VAPOR BARRIER � SLAB asonCounty Permit Document == BLD2024-00855 `e Reviewed for Code Compliance - Mason County Building Department ROOFING ECTIONI 2xr ;RAFTFRS c 24' 4CZ11 PER S T RUC. s v 4xS BEAM DER STRUC.� 12 , i 2 n.,., RED l ARC ITECT I LEONARD A WIWAM A WASHINGTON LE ROOF TRUSSES is24" OL_ CURVED ROOF BE yrOND I � _ 2x4 RAFTERS 9 24" OZ. PER $TR 1C, REVISIONS BEAM/ I ® — OPTIONAL CLC. INSULATION_. FORM CURVE,SUPPORTED BY <f\7=-- 5 .ES SHEA cT SIDZS 0= WALL THi5 WAL SemZ OPTIONAL 5/8„ Cl,- IBM. FER ° ° BEAM/ POSTS ATFOE 5,-"U ID \ T _ OPTIONAL Irz" cWHDR , 5 � =.a 16" FRA,MINCz OPTIONAL R-21 BATT INSUL. S/4x S CED s 1=ASCIA-i i i I I I I SHOP 4 GARAGE g SGREENEi� :PORCH � i I `� I I EXTERIOR WALLS Ix4 CEDAR TRIM i I p I I I I 2x6 CLG.JOISTS SHEET CONTENTS I I a 24" O.C.W/ OPTIONAL ix2 CEDAR ._ _ I� D TRIM _ _ ' m s/4" PLnu'D LID �U LLD IN�> OS .° IL CEN R; ®l� i ° °, Q � � � `. _ 4 lx3 EDGE RI� ° :I I° z I I O I OVER TOILET SEYOND CEP _,TS i i I I I I I __4AT WA' r , �C �, ,. SHOP I i IL (L c ° SLOPED APRON f�®T XPS S t . -E � RdPS3v .DES PENIING) `. I - DRAWN - I CEDAR Ix TRIM i i ABU BASE PER ST�lCa I SLOPED SILL ° ;1 AT POSTS BEYOND 4 CONC_SLAB /J a PER STRUC, -05` STOi E OR CULT_ STONE VENEER OPTION 2 W/ CONIC CAP SHEET NUNin= SEE DETAIL 2/A3.1 a 2x6 SILL PLATE W/A?, PER STRUC. a 48" Ca ON SILIe S=,a: —� 6„ X ?4" GONG_!-TiD_WALL z. ,�. -�: '!C. — A 4z0 x 6" CONT.CONIC.FTG. Z.� P_':� S T IiZac. OF REPRODUCTION OR RE USE OF THESE DRAWINGS WITHOUT WRITTEN PE°WSSIOP;OFTHEAP,DffEC.rIS P°OHISlTB. } DREW CARLSON Approved for Issuance Engineering and Architectural Drawings Construction must match all designs and specifications of the j ' Architectural and or the Engineering requirements OR a stamped letter of I f/ approval must be provided from the design professional responsible for the work that has been altered.***NOTE:Structural engineering shall supers^=-Is Mason County"Typical"notes for structu ' '^ 77 SIM_ - INEE D I - INEE D YAU TED W/ I2 _ ROOFING PANELS 11 _ - a = 601 W. RAILROAD AVE ��B E T ES �" DL 5 f5S0 TRUS S g 2� O G. /,{xg ,�z� R P.O. BOX 102 OPTIONAL R-49 BATT 1NiSULATION I AJS I I CUR F:: SHELTOhi,WA 9$584 9 GAR4GE t SHOP I I PH: (360)426-0511 _ ICI �L{ eI ® SHO= - Cs_ 4 WALLS COMMON WI// RES. ; I :OPTIONAL 1" FURRING STRIPS Sv ;N � E AIR ! LIN.FT. ,430Y ADJASGENT CLG IN I 2x4 LEDGER 4 RAFTERS ! Li 9 �= 5:� BEYOND PER STR1G, 1TED IBLOGGNC�-- I 1. '� PRUIJ�EC I NUFABErR OWNER _ III 2023028 SOFFIT CLOISURE ABDYE CABS. NI HDR PER STRUc. PROL 9 &xfa P'UN i IN BA2 BETWEEN _ r-- -- it WINDOW5 SHOP � � l�ITGI-!EIV °' II LIvll�l � I� �II Mason County Permit Document tt' R-5 RIGID INSUL. II II IP BLD2024-00855 II II I I II II Reviewed for Code Compliance I I L - Mason County Building Department v GCE' r; MrNCx PER STFWCJ J -T ARCH. COMP SHINGLE ROOFING SEE RCC�F =RAMiN \ � -� �� 9 'ARIATIO'� �. ', 1/4 II OVER UNDERLAYMENT PER 1"rrR ROOF SHEATHING IG f OVERT=R4MING PER STRUC. 6 GAPLE -SEE ELEV. R-45 BATT INSUL_ 6 CONDITIONED SPACES CONT_OVER TOP e EDGE NAILING- �/"��® ,�, — PRE->ENG. TR 5E5 24" O.G. "ice' I e \ —� Cz ABLE TRUSSES 9 24" O.C_ W/2x6 TAILS TYP. s — "Z _'.'._ -RAMINCs PLAN '" = -� s,.- a / SURVED ROOF t BM PER STUC.W/ 2 C?l�mt - FULL DEPTH VENTED �'°...rKING- PANEL wo W/ 12" METAL ._`�?�?Nrr__ pA,wtELS I P -ENCIN�EREd I; -EN INEEi YAU TED I� - H-1 CLIP 6 46H O.G. PER STRUC. � I 1 / 2x4 RAFi=RS PER STAG. ABLE BUSS 9 24' O.C. S ISSOR a 24'� O.G_ Lam. � II -t PRE-FINISi-,IED �iaTAL GUTTER LU LLL 7 �I I I Jill I I G=DAic FASCIA -,a — — / �I P GUR�'Ey B1"i. PEe 5TR1SC_ I KNEE BR �a'ES P-'.R STRLIG. OPTIONAL VENT-cD -SOFFIT PER OWNER DOUBLE NAILER PLATE SHOP D ROOM POWDER ROOM FLEX II ! 3_® W/ (2)ROWS I6�'s a 16" Off. EA_ LAYER I - GWB/ INTERIO,® FINISH PER OWNER ! WALL FRAMING 4 INSULATION PER BEGTICX, E^i END 4 EDC-E NAIL WALL SHEATHING e) e G 1=AVE I - 1 CONT.RIGID INSULATION I I a CONDITIONED SPACES 'wl/ TAPED JOINTS PER MFR. I EXTERIOR SIDING PER ELEY_ L11SECTION 40e7 REGISTERED to SONT. 2x2 BLOCKNG/FRAME ARC ITECT AT ALL CONDITIONED , �m r`;^p. I f. ' _ �• 1 '. � �� m OPENING F'ERIITERS TYP. 7 HEADERS PER STRUG. TYPO. LEONAP,D A. WIWAAA _ STATE OF WASHINGTON I \ i I i G 1 i �✓� v\ � �'� j i � / E/�,rt`s9;® 11,1 HIV V PROVIDE MIN. S.& Sa IN.FREE AIR/ LIN_FT_ OVER PER STRUG. s VENTED BLOCKING ��i-I.s II V-v�u R-10,48" 9 SLA-5 F! m A d� I bc:•y__e FEA OVER 6 i'ifL.VAPOR BARRIER SLAB f ,43_I IhI I _ =i�;• _ I� Funp GARA FLASHING � :=—MC 9 I I PURR OUT WALL 1" TO MATCH RESIDENCE SIDING i -�- OR CONTINUE INSULATION THIS WALL CHECKED BY i GONG SLAB WHERE OCCURSLAI c 4 / - a Q - G - ,, , - SHEET NUMBER ci I r�I�i� 11� III�ILILII�I II ILI-I�ILI�II IILI IC-311�11���1( I[LI�LI�III I I�IILIE 1-IICI�IIL--I��I ILIL!Llc'ILI I IE� Ic�ILIILI�'ILILI�'!L!LILI 'Lld1Ll'�IL!L'LIL dl - - IIIL�IC-ICI I�II�II�I�I I IILI�I�II I C JBIR IEII� ���I�IL�I ! 4 A 4. = r�iLl 111 l � 'WE I��If�l I ES ME I[A 111 II�IILT - ION E '-I I I�IIr-J`TLILI "'11C,L�IILI� - 7 WA- �EGTI®ii� RE ��__ �- °F G REPRODUCTION OR Rc r DCs�kL.C' I" - 1 -0 ' DRAINII�IIiS WITHOUT IIVRI 1 1I EN PERMISSION OF THE RRCMECT IS PROHIBITED. -- - - 2xG P.T_ SILL FLATT E TRUSSES @ 24°O.C. CONTRACTORS _ _ =-v��_ �" ' 'O W/A_B_5 P�PLAN EXT51 WALL Atv11NG 29°-b 1t2' 28-5 1!1 , n � -i�- c� % 14' PLATE WA5HER.YP THOROUGHLY : ROOF 5 HEKrHING REL3LTT0ffi T A R C H I T -- -- - - - _ GXG,.1 OX 10 Nt_W_M.F_ or- EDGE NAILING STIONS, ®-�REPAJ`!`7�5 >13 R.ME5h EDGE NAILING •( �,• (OWNERS OPTION) FINI5HED GRADE W! �- i3'-4 9/4° 3`- ` EDGE NAILING �� NOTZE ::MTAILS, C.' 21LANS, COK7.1i. _ THE .:�sr � ti RECORD AT THOMPSON 5� 5%SLOPE AWAY i - ENGINEERIN 5 _987-1599 V �- " '_Q„ `' _4'- VENTED 2x S1XG_ � � These structural notes supplement the drawings- Any discrepancy �- `- ---- ---- ----� ' _• 1t INDICATES HOLDOWN FOR SHEARWALLABOVE � NK found amongthe drawings, these notes, and the site conditions -: _= r = -= • � � `" aGs I \ shall be eported to q the Engineer, who shall correct such - ''� '`''"'�'�:-:, "f� ''" I� la SEE SHEET SFOR HOEDOWN CALLOjT'�S. - cr .4 Tf , _ 1 u -.J, Ia.I!� it L 4 CCNC. SLA SINiPSOt! ) discrepancy in writing. Any work done by the Contractor after ryi ;. CUPS @ discovery of such discrepancy shall be done at the Contractor's AWAY may. �� cf risk. The Contractor shall verify and coordinate the dimensions � F'-, � y z4 BA25 CONT. 1 , , 1 i ' or 5/SHEAR WALL among all drawings prior to proceeding with an work or is -r -�i� (I)TG BAZ COL i_ 1 , cre or BEAM-5EE PLAN g 4 P P g y (1) �Ca-'t r=: �: � :,,,r 7 4° ,WS fabrication. The Contractor is responsible for all bracing and (i) @MID-H T. _ _ �- shoring during construction_ All construction shall conform to the ], applicable portions of the latest edition of the 2021 International �q i !` O PERFORATED Building Code except where noted. FOOTING DRAIN5 i `STRUCTL L DETAIL -� �- �il�i 1K' iE1i' I l 1 DI ON THIS SHEET. ROOF FRAMING DETAIL Construction Stability: �,�el ! ,al ,r _ _ NATIVE UNDISTUZ3ED D1 TRUSS-WALLCONNECTION SOIL The design, adequacy and safety of erection bracing, shoring. 12' and all temporary supports is the sole responsibility of the I `� -- - - - -- --- - - - Con-tractor, and has not been considered by the Engineer of Record. The Contractor shall provide the bracing necessary to P g Y FOUNDATION d SLAB SECTIOi� DETAIL ° =0 F5rifATHiNG provide stability to the structure prior to the completed SLAB INSULATION AND UNDERGROUND 2X4 OUTLOOK5 @ O.C. P Y P P _ ®GE NAILING application of the lateral resisting system. During _ PLUMBING INSPECTIONS REQUIRED I (2) I Od'5 PER construction, the Contractor limits indicated below. I- -- loads within the design rooms and floor load � = J r i Design Criteria: 1. Live Load = 25 PSF (Snow) 2--FLY RAFTER 2- Dead Load = 15 PSF (Roofs) 10 PSF (Wood Walls - I ALL HOLD DOWNS MUST BE TIED 10 PSF (Partition Load) = 150 PCF (Concrete) _-CO.NCR�E5LAB ---- IN PLACE AT FOOTING 3. wind : 2021 IBC INSPECTION a. Basic wind speed = 110 mph v10 EDGE NAILING b, V-asd wind speed = 85 mph GXQIO., V%(.W.M.F_ or - f GABLETRU55 SHEATNIIv'G C. Risk category = "II" F1T5ERME5H d. Exposure category = "B" �JOINTTOOVERLAPTOF e. Internal pressure coefficient = +0.55/-0.55 - PLATES 1112'MINIMUM 4. Earthquake: 2021 IBC a. Risk category = II 51MP50N A-35 CLP5 = ➢ b- Importance factor "I" 1.0 �' C_ j( cCt=a1 reSPCnS2 aC eierZtiQP_ parctr�r Sc = T ,549 d- Spectral response acceleration parameter S1 0.587 �` I IBIB�IEI� e. Site classification "D" - _ f. Spectral response acceleration_ parameter Sds = 1.239 '~ g. Spectral response acceleration parameter Shc = null ICIx 1 d1 IC1 �__` 1 lal� 2 _ - �'9 A]L h_ Seismic design category "D2„ IE31 1�!HiBI� aC- l El II I IB ' ROC 2AM]NC _I qn q Y CIIE�IE�IFIE.H! END TRUSS-WALL CONNECTION i- Seismic response coefficient CS = 0.127 IF�IE!111 1E71H !F� IE I I L. _ �I It�I Id j. Response modification factor = 6.5 1 i 1 1 I I 4,: G(PL 5! _ k. Basic force resisting system = bearing walls-�K" 1811�IB1 11�1 1 " I I i «T - - - - - - 1. Design procedure = Simplified analysis ivATivF LIND1jt�3R$E'J �11=11 11=tlt=li s I A-3 CLIP PA.RAFTER 5. Soil 1500 PSF, Assumed Bearing Capacity 5OIL OR COMPACTED W1 r, 'BAR CONTINUOUS " STRUCTURAL FILL iV- W/24'LAP TYPICAL �� � OVER FRAMING 2x8 NAILfRPa. Foundati or_ I� RAFTERS w/(4) 1 Gds PER P RAFTER 1. All footings shall be founded on native undisturbed soil. 2. Optional: A continuous 4" diameter perforated footing T t �T drain shall be placed around the entire perimeter of the FOUNDATION Dl= AIL r foundation and installed as shown on the drawings. he }�'p}C/,L CONCRETE SEA$W/IDGE FTC. ,/ ��y \ footing drain shall be sloped and terminated at an '� ir4 �TfWL., 1 approved location down hill of the structure. 3. Pressure-treated Mud-sills: Use 1/2" diameter % 10" ASTM - - A307 anchor bolts at 72" on center with aessure treated 2x nominal thickness plates, unless otherwise noted on 1/4.'DEEP 5AWCU1 IN.5LAB 0 RIGID EXTERIOR INSULATION �f the =oundatlon clan. ;ILL VV/FLsl' r EPDXY or°ZI'-5 T RJF' t I I - �/ 4. All anchor bolts shall use 3" square x 1/4" thick steel CONCRE-IE5LAB (y REQUIRES INSPECTION I % TRU55E5 @ 24°O.C- plate washers. - ,\ SXG:1 GLX 10 W=;F:_M.F. � � �I or-15EK IAE51 i - 4Il . SLAB 1 I Concrete & Reinforcing Steel: _ FLO I I OVER-FRAMED RAFTERS. I O SPAN or 11`55 =2x6s @ 24°O.C. 1. A11 concrete work shall be per she 2021 IBC Chapter 19. _ I _ _ p P - 14'SPAN TO !2`-G'SPANS=(2)2 6's 24°O.C. Tolerances shall be per -IBC Chapter 19, Section 07. �i -_-�:==--•--= - -_--= r-= ----�►--_-=OVER @ M x __ e a__d pect_on shall be per Sections _ - __ _ ! i ing, :Iasem nt_ n inc i .-,. - -t_- •.-.- -Y�< - _ �- OVr- I Z`-G'5PAN TO 14'-G'SPAN5=(3)2:G's @ 24°O-C. - _ x~�- M ' 03 04, 05 and 06_ �-4-'sE_�� c^ =--` _-`f ==i=�=-- _;.- .:_w :��._ OPTION:r2 D-F.2x 12'5 MA L SPAN= i 7`-G- 2 -, � � yp � - -=` � - "�"` �- -_.:r I Cement: ASTM C_50, normal-Type I or I-II. =1 ;-ice 's1✓!r� +!-!_I�1r-t-1 :-� 1ER !�i ✓':� 1 3. Coarse or fine aggregate: ASTM C33. 4. All reinforcing shall be ASTM A615 Grade 40 for #4 bars - ,. or smaller and Grade 60 for #5 bars or larger. - D! ROOF FRAM9N� DE!AIL 5. Use 24" elbow bars at all footing and stemwall corners CRACK CONTROL JOINT - Ou�2 P°fivilNC- r tRS-i:00P CC�hcCaOi� and intersections at horizontal continuous reinforcement. Ii i�CAL Or- CCtSCi=`ICSLAB r 6. Admixtures: Water reducers-ASTM C494, Type A, Air _ - entrainment C260 and ASTM C494, with no chlorides. FOUNDATION -- -- -- ---- -- - FOU NDAT ION DETAIL 7. Concrete shall be in accordance with ASTM 150. Do not use calcium chloride, fly ash or related materials. rill 1 f'c = 2500 PSI @ 28 day-5-1/2 sack mix-3/4" maxim,m, size I 1 / ✓yr -•'fir _ ,g aggregate. Slump = 5" maximum, 6% -x Air entrained. ICarpentry: �_•, ti,.. s Dom, r•,- i I ce °O.C-, � i Fir. .r-.5 C•_IPS �i 1. Structural 2x r 4X fra2eli_g shall Le n2 Doug-Fir. * E SLOT w,.�L ,rirrlFE ,� l �E -• ---LaSCG '�Q '� � 2. 6X colmnn-.s/beams/headers shall be #1 Doug-Fir. DREW CARLSON i I Ii PLACE - - ,- G 3. 2X rafters/joists shall be #2 Douglas-fir, kiln dried, 6rFOZ 6! A- T5 area prior to installation. � V � �i �Y and stored in a dry >1 4. Roof trusses shall be by a pre-approved manufacturer and " 2� - I� 's °' g �•�- constructed accord-Ling to the specifications of the Truss Approved for Issuance - l p,v c/.y Plate Institute. Contractor and Truss Manufacturer are �° � p r 11 bracing of the trusses including end I�W J responsible for al I i ::al'_ bracing and all other bracing between the building i and the trusses unless specifically shown otherwise on ! � •i the drawings. Mason County Permit DocumentCL / 1 5. Manufactured beams/columns (PSL/LVL) shall have the 1 4�- T a k/ 1 ear's C O.C. following properties: BLD2024-00855 I! 4 ,,�1y - - f' 0bi 1 I , I I ° l I _fiY 0 ICE-D�G, & 171M) (Fb = 3,100 psi) • __ J 0 5Ps') I Ic I I Tv^W4T'd7 D"st"sR�7 c�i (F4' 28 (E = 2,000,000 psi) ! r i � I (FC1 = 650 psi)- p� Reviewed for Code Compliance , + 6_ Glue laminated beams shall be 24F-'J4 for simple spars, Y 1 _ and 24F-V8 for cantilevered or continuous beams and .have the followin properties: I o ! r1i=�All � q P� P Mason County Building �� (Fb = 2,-00 psi, (Fv_ 240 psi) Department �� ' (E 1,800,000 psi) , - - ' --- -- (Fcl = 650 psi) - - - - 7. Continuous and cantilevered beams shall not be cambered. Engineering and Architectural Drawings C-1-M All other G1u-lazi na ted beams shall be cambered, for I I Construction must match all designs and specifications of the L/480. See framing plans for any exceptions. Architectural and or the Engineering requirements OR a stamped letter of I t � - a. sheathing at roofs shall be li" CDX or 7/16" OSB laid with approval must be provided from the design professional responsible for = r w i Z,j �` t� tl face grain perpendicular .to support_ and ends joints the work that has been altered.***NOTE:Structural engineering shall � " lt4c, staggered 4'-0" on center. Provide 1/8" space between supersede Mason County"Typical"notes for structural items.*** I L_ ( + x r.a panel edges as required by sheathing Manufacturer'si t Roof sheathing shall be nailed with 8d box nails at 6' o o.C. edges anL•'1 i 2': O.C. in the field unless otherwise -= � �- �. _ noted on the drawings. i {. .L CAUTION --u PLACE TRUSSES PER MANUFACTL7RER'S RECO DA_TTIONS. SPACE PER REC011MMMATIONS. C� 24'-5 V221° 54'-V1 .-Vol �_ - CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING /t - .4 ) _ REQUIRED DURING PLACE�i'x-T Ot TRUSSES. NDATPLAN CONTRACTOR IS REQUIRED TO FIRT.TS V1�R2EY ALT CONDITIONS Ate =1 ELEVATIONS- r - - i t4 13 - -T t a �__ � THOMPSO LNC i - I 4� �ODA7 `'� �. y52 P�� � M� i _ PHONE: 509 987-1599 email: rthom sonen e_ r!,v s - PROJECT #�24-08- _ ALL EN GIN G CALLOUTS ON HI ESE ?CLANS �. MUST BE STRICTLY FOLLOWED! NO Lr=. -�' T � : I�ILLl�vIAN SHOI I?�r j ANY CHANGES OR MODIFICATIONS MUS i l/ A� P ��/ D BY THE ENGINEER OF RE� �=:� DRAWING NUMBER: FOUNDATION PLAN,NOTES. �DEVILS SHEET 81 OF 2. � � TYPg� 5H -✓'z1A!,N07h sd's @ s'o_c.®GE.S r ►r vd'S @(p°O_c_ _ All wall sheathing shall be 15/32" CDX plywood, 7/16" OSB (with °Vf KDOORyygy �•' � Myf'3� � DREW CARLSON studs at 16"o.c_), or as called out below, with exterior MIN STRAPS exposure glue and span rated "SR 24/0" or better. (5/8" T1-11 �, � _ ✓-`-c _ 'j;j�'�� siding is an acceptable substitution except where 5/8" or = Imo, Approved for Issuance thicker sheathing is specifically called out is the schedule below) . Sheathing may be installed horizontally or vertically. All nails shall be per table below. Nail size and spacing at ---all sheathing edges shall be as required in shear-wall schedule BOTTOM OF HDR: 51MP50N below. GARAGE HF-ADER _ _ A-35 CLIP5 @1�j°O.C. TYPICAL SHEARWALL NAILING AND HOEDOWN D(T1a1DED To CORNER_ CALLOUTS, SEE THIS SHEET FOR NOTES/SCHEDULES. Nail Type Diameter (inches) Length (inches) e'T`a�a - Engineering and Architectural Drawings 8d box 0.113 2-1/4 c Pry_' If4c, Construction must match all designs and specifications of the 10d box 0.128 3 Architectural and or the Engineering requirements OR a stamped letter of lbd sinker [ 0.148 3-I/4 approval must be provided from the design professional responsible for the work that has been altered.`NOTE:Structural engineering shall 8d common 0.131 2-1/2 supersede Mason County"Typical"notes for structural items* 1 10d common 0.14 8 3 SHEARWAU_W/ ,p EDGE NAILING AS SHOWN- 3 SHEAR WALL , ALT- SHEA%1ALL FRAMING LM} SER S� B3 ,'"-2 DOUG-FIR SPEC283 PHZ CAl10LTf5 ON PLANS - '"" TnT1 SHEAR WALL SCHEDULE TYPICAL AT ALL EXTERIOR —— — ffi � - �� - WALLS UNLESS OTHERWISE NOTED! f J► ,x a sheathing nailed with 8d box at 6" on center all edges =®�r'm= `� 260 plf.. Nam'BAtZ ROOF FRAMING DETAIL - CONNECTION sheathing nailed with 8d at 4" on center all edges. Use 3X V VEU5 @ H.D. - TRUSS/SOFFIT SHEAR WALL CON S,< (MINIMUM nominal thickness) material for framing members �_HOLDDO�� i �V receiving edge nailing from abutting vertical.panel edges 4 CONC:SLAB_ CALLpUT ON PLANS i. = 380 plf_ DROP 5LA5T0 :OOF S EnT�ING - -- . •I _F TOP OF CONCRETE ACHIEVE S-W_ sheathing nailed with 8d box at 3" on center all edges. Use FRAMING REO'MT. - 3X (MINIMUM nominal thickness) material for framing members A-35 CUPS @ 'O_C. �I EDGE NAILING receiving edge nailing from abuttiac vertical panel edges _ = 490 r1f. - `.. ` If P READ THIS - - _ = STSvIWALL• -�MN[nnl� ALIGNED RAr-T E� P ,; ADDITIONAL SHEAR WALL NOTES:, _ `` - - Q1N!C�REPSE HT.TO MELT * Blocking is required at all 7. edges of - �3� MAX tiT_TO BOTTOM --� \� 2x4's @ 24°O.C_ sheathing. Sheathing edge nailing is required at all = _ - '• • OF HEADER � holdown posts. STRAPPING DETAIL * Intermediate framing is to be minimum 2x members with 1/2'CDX or 7/15°05B nailing at 12" on center. GARAGESHEARWALL W/bd's @ G.O.C. RIGID EXTERIOR INSULATION Double 2s studs nailed together with (2) rows of IOd's - � - at 4" o.c. may be used in place of a single 3s stud, unless other rise required in holdooan schedule below. DISREGARD '1'Ms G REQT]TR�:I � '�`BY/ �4 5LKG_FOR REQUIRES INSPECTION 8d's Ira 6.O_G_ SI EATRING BOTH SIDES OF WALL PER . HOLDOWN SCHEDULE SIMARWAT L CALL®UT ON FT S �"�'T 5IMP50N H-I CUPS (4) I Ods PER BLt'. Hold-downs shall be Simpson "Strong Tie" and shall be installed - ---- — — - - -- — — -- @ 24`O.G. per the manufacture's recommendation. SRG WALL / All double OR triple studs (ALLOWED PER HOEDOWN SCHEDSTLE BELOW) shall be nailed together with (2) rows 10d's staggered at 4" on center each row for each layer. y . LOW ROOF TRU55E5 F ROOF FRAMING DETAIL _ LSTHD8/LSTHDSR.T--embeds a minimum of 8 inches into concrete � ROOF-SHEAR WAL CONNECTION foundation and to a double 2X6 stud with (16} 16d I Illil sinker nails to wall above. ST8D14!ST�14RJ--embeds a minimum of 14 inches into concrete rl/ ' foundation and to a double 2X6 stud with (38) 16d ENDA, TR @ END OF TRU55�NAILED TO , sinker nails in wall above. UNDER5IDEOFTRU55 PRIOR TO 5ETTINGTRU55 ?"B CG.BTWNRAFTERS � +- LTTP2 attaches to concrete foundation with a 5/8" diameter bolt (4)8d's TOED PER �i��.� 10" minimum into concrete_ LTT20B attaches to double 2X �� ' oe ( I;! studs with (12) #9 x 1-1/2" SD's to wall above. 37 5TRAP Cr�i rRED# SEAT CUT RAFTER5 HITS attaches to concrete foundation with a Simpson SSTA824 bolt WRAPPED AROUND POST NAILED 20" minimum into concrete foundation_ HTTS attaches to INTO TOP PLATES �` - - double 2X studs with (26) 16d SINKER nails to wall above_ -- _ l FUL HT.POST PER PLAN i STRAPPING DETAIL H2.5 CUP5 @ 48'O.C. Y/ N SHEAR WALL TRANSFER @ WALL POST _ _ IDE OF 6M./STAGGEI�,UjZ m RIDGE B1=AM POP VIEW EDGE NAILING R+Ti0 2x BLKG_ SEE PLAN L =• �; L TRU55E5 @ 24- O_C_ ROOF FRAMING DETAIL - _ - 7RU55-5EE PLAN O 2x RAFTER-RIDGE BEAM CONNECTION 1 lot Zz: — 1 (2) 1 Gd'5 EA_TRU55 - _ SIDC VIEW - - u ROOF 5HEATHING 5EE PLAN - - -- - NOT=:�-G MINIMUM Bc[Vy�i SPL:G-r5 - - - -- ---- .-_ ---- ---- — - - H-I CLIPS�-F_ -A,�r .NTTO-T �—TQQ. A 1VTW�'�Cr�TT�? _ EDGE NAILING - MAIN FLOOR FRAMING DETAIL - TPS TYPICALTOPPLATESPUCE 5HPAKWALL 2x5LKG.BTWN RAFTER5 MUST DESIGN FOR DRAG TRUSS LOCATIONS / AND LATERAL FORCES INDICATED ON PLAN!'`' - - --- --- --- ----- OPTION: R1�ER5 / RAFTERTAILS RIPPED DOWN TO2:4 5IAS ' (�� =7�-� lj.. 7 ROOF FRAMING DETAIL SIMP50N 111� ROOF-SHEAR WALL H-I CUP5 @ � °O.C. OP ; � ROOF BE M � � /- )? UPPER WAUL H-25 CLP5 @ fig°O.C. L, � ROOF FRAMING DETAIL 3 �� 5LOT WALL 5KEATHING = 2x RAFTER-ROOF BEAM CONNECTION 4 PLACE BEFORE BLKG_ .d�- - - �� � �F-,A i �- TRU55 or 2. r NAILER wt 'I++ FT FLAT O.C. ' oK��cS 5/z'CDAtT�cM �"� '�- �'' AX.O.H. Shear Wall Nailing Inspection ^ L, t 1D vg Of' NOTCH RAFT tv TO FA55 - EDGE NAILING -r'r�w� Required �f'�� TR LOWER ROOF - ROOF FRAMING PLAN (�) 1 oa'S i� r11I�I L1 Rip 1 sd`s @ BRACE 4 OUTLOOK LOOK & HOLDOy'VNS PLAN 6 V 2x KA fff�i��✓I-� � � �a�✓}I� � �� ROOF FRAMING DETAIL LOW ROOF-SHEAR WALL ROOT FRAMING DETAIL � �_ 1 :,�1GNED RAFIcR-SHEAR WALL CONNECTION Mason County Permit Document sal JURDAN L1v CHLAND,WA 9935� 'Ho - ode Compliance liance T .—. _�_____. _ � � �� � � � -� Reviewed for C p P C ( + BLD2024-00855 � N. _ PAO�?E ( �9, _-? 99 �� ,�, . �-� �� yahaL Mason County Building 117 Department ALL ENGINEERING CALLOUTS ON THESE PLANS - PROJECT #24-089 _ MUST BE S CTLY FOLLOWED! -7 ` ''-'r • - T ANY CHANGES OR MODIFICATIONS MUST BE 4RE= I�.LMAN SgOP/GARAGE/ADU - -- ' -4PpROVED BY THE ENG]NEER OF RECORD! MAMMG/SW&HD PLANS..NOTES &DET_A�LS SHEET S2