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HomeMy WebLinkAboutPlans Applicant 10/14/2024DESIGN CRITERIA FOR LANE COUNTY: SEISMIC C, DO, D1 AND D2 ZONES, GEOTECHNICAL REPORT REQUIRED FOR ALL SEISMIC ZONE D2 SITES WIND EXPOSURE C, 120 MPH BASIC DESIGN SPEED GROUND SNOW LOAD: 25 PSF ASSUMED ELEVATION 514' ABOVE SEA LEVEL OR LESS ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD 15 PSF CLIMATE 4C PRESCRIPTIVELY DESIGNED ADOPTED CODES: 0. R. S. C. 2023 ARRRFVIATInNC AFF ABOVE FINISHED FLOOR APPROX APPROXIMATELY AB ANCHOR BOLT BLK BLOCKING BM BEAM BOF BOTTOM OF FOOTING BTM BOTTOM BTWN BETWEEN BWP BRACED WALL PANEL BWL BRACED WALL LINE CFM CUBIC FEET PER MINUTE CONT CONTINUOUS CLR CLEAR CLST CLOSET CS- WSP CONT SHEATHED -WOOD STRUCTURAL PANEL DF DOUGLAS FIR DR DOOR EA EACH EQ EQUAL ELEC ELECTRICAL EXT EXTERIOR F FAHRENHEIT FF FINISHED FLOOR FT FEET FSTNR FASTENER FTG FOOTING HT HEIGHT INT INTERIOR MNFR MANUFACTURER NB NONBEARING NEC NATIONAL ELECTRICAL CODE OC ON CENTER ORSC OREGON RESIDENTIAL SPECIALTY CODE OVHD OVERHEAD PERF PERFORATED PLMB PLUMBING PT PRESSURE TREATED PWDR POWDER RM ROOM SBO SELECTED BY OWNER SF SQUARE FEET SST SIMPSON STRONG TIE (OR EQ) TYP TYPICAL UFER CONCRETE -ENCASED GROUNDING ELECTRODE UNO UNLESS NOTES OTHERWISE VB VAPOR BARRIER VTO VENT TO OUTSIDE WD WIDTH WIN WINDOW GENERAL NOTES: 1. THE NOTES AND DETAILS ON THIS SHEET ARE GENERAL. SPECIFIC INFORMATION ON THE DRAWINGS DIFFERING FROM THESE NOTES SHALL APPLY. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH OWNER BEFORE COMMENCING WORK. ALL DESIGN SHALL COMPLY WITH CURRENT REGULATIONS OF 2023 ORSC AND ANY OTHER APPLICABLE STATE, COUNTY OR LOCAL REGULATIONS. 3• THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND SHALL NOTIFY CRANE DRAFTING & DESIGN OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 4• ALL INTERIOR NON -LOAD BEARING WALLS MAY BE MOVED AS NEEDED. DURING CONSTRUCTION. IF A NEW ROOM OR USE IS CREATED. IE: DINING ROOM TO BEDROOM, A REVISED FLOOR PLAN WILL BE REQUIRED 5. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, INCLUDING SEPTIC LOCATION, PRIOR TO CONSTRUCTION. 6• DIRECT ALL SURFACE RUN-OFF WATER AWAY FROM FOUNDATIONS AND AWAY FROM BLUFF EDGES. EXTERIOR WINDOWS SHALL BE TESTED BY AN INDEPENDENT LABORATORY AND BEAR A LABEL IDENTIFYING THE MANUFACTURER, THERMAL PERFORMANCE INCLUDING THE U-FACTOR AND APPROVED INSPECTION AGENCY TO INDICATE COMPLIANCE WITH AAMA/WDMA/CSA 101/L.S.2A440. (R609.3: N1104.4.1) LABELS SHALL REMAIN ATTACHED TO THE WINDOWS UNTIL THE BUILDING INSPECTOR INSPECTS AND VERIFIES THE LABELING (N1104.4.1) ALL WINDOWS MUST BE A MAX. OF U-0.27 OR LOWER ALL DOORS MUST BE A MAX. OF U-0.20 OR LOWER SHEET INDEX TITLE SHEET 2 SITE PLAN 3 FOUNDATION PLAN 4 FIRST FLOOR PLAN 5 SECOND FLOOR PLAN 6 ROOF PLAN 7 ELEVATIONS 8 SECTIONS & DETAILS 9.0 ELECTRICAL PLANS 9.1 MECHANICAL PLANS SCALE 1/8"= 1'-0" IF PRINTED ON 11"X17" SCALE 1/4"= 1'-0" IF PRINTED ON 22"X34' z�l.I 0 W µr� W } �3J 0 o �' w o o r } } U Oo W U Z 0¢ 0 W0 ao�Zo�! 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Z. IQ I Z �n------�________��1313W----- I O F-i� Z j w 07 D> ------ ------ �I 103�3 -- 1 O Q w; C° Q toI—ow t2i3M3S w- - o O aoj —I a X =w I \\ w r� al j a IJ I cn J 3N1� 112i3d02�d al - - -- -- -- -- -- -- -- -- -- -- 210 \ 23-r- 28 /�-----LLJ ----- -- -- -- -099 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- � o - O O n d-) O p = w C/) C/) O D CD nn z O Q F- ry cn n X W 1/2" X 12" ANCHOR BOLTS W/BP WASHER 48" OC. UNLESS OTHERWISE NOTED - 4" CONCRETE SLAB W/ #4 BAR 024" OC EACH WAY OR EQUIVALENT 18 (3) #4 RE-BAR-4-124 n SLAB0" SECTION FLAT 1/4"=1'- 1/2" X 12" ANCHOR BOLTS W/BP WASHER 48" OC. UNLESS OTHERWISE NOTED - 4" CONCRETE SLAB W/ #4 BAR 024" OC EACH WAY OR EQUIVALENT 18 (3) #4 RE-BARJk-12 SLAB SECTION CURB D1 /4"=1'-0" FOUNDATION TYPE (A,B,C) TO BE SELECTED BY OWNER 28' 4'-2" � --- ----------------------------- 5-4 I I i 1/2" DIA. ANCHOR BOLTS AT 48 O.C. MAX. & WITHIN 1 12" OF BOARD ENDS, TYP. I I I 14'-6" I I 9'-2" I 1 1 I I I I I I 1 I I I 1 Tr - I III jr 12"X12" FOOTING STRIP i 4X4 POST T 30' 1 --1Ii -L-------------- ------------ ' W/PB44 30' -----------------------------------4 I I CONC. 4' I I I 4" CONCRETE SLAB I SLAB 7'-6" I W/ #4 BAR 024" OC EACH WAY I OR EQUIV.ALENT i A I I. I I I I 64" 3' CONC. I 1 11' SLAB I I I I. I I 4' I I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 6'k16'6' 28' FOUNDATION NOTES FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW THE FINAL GRADE. SOIL BEARING PRESSURE ASSUMED TO BE 1500 PSF. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A MINIMUM OF 4" GRANULAR MATERIAL COMPACTED TO 95%. CONCRETE: SLABS ON GRADE: 2,500 PSI. -BASEMENT WALLS & FOUNDATIONS EXPOSED TO WEATHER: 3,000 PSI. -PORCHES, STEPS, CARPORT SLABS EXPOSED TO WEATHER: 3,500 PSI. ( AS PER 2021 O.R.S.C. SECTION R402.2) CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25 FT. (MAXIMUM) INTERVALS EA WAY. CONCRETE SIDEWALKS TO HAVE 3/4 IN TOOLED JOINTS AT 5 FT. (MINIMUM) O.C. REINFORCING STEEL TO BE A-615 GRADE 60. WELDED WIRE MESH TO BE A-185. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROTECTED WITH 55" ROLL ROOFING. PER 2017 ORSC R317.1.1 FIELD CUT P.T. LUMBER TO BE TREATED WITH AWPA M4 PROVIDING A 4 IN. DIA. PERFORATED DRAIN TILE BELOW THE TOP OF THE FOOTING (SEE BUILDING SECTIONS). 1/2" X 12" ANCHOR BOLTS W/BP WASHEF 48" OC. UNLESS OTHERWISE NOTED #4 BAR CONTINOUS AT TOP & BOTTOM AND #4 BAR AT 48" O.C. VERTICALLY -(IF DOUBLE POUR) 8"CONCRETE STEM WALL- 6 MIL VAPOR 6":MIN CLEAN FlLL 1,12''MIN. 3" FOOTING DRAIN TO RELIABLE OUTLET FOOTING TO BE ON UNDISTURBED SOIL IF REQUIRED OR COMPACTED SAND OR GRAVEL 12X8 PERIMETER FOOTINGS, WITH TWO #4 BAR AT BASE n FOUNDATION DETAIL TYPICAL zw O W µr� W } �3J oo3w0Uvi0 F } } U W U (L Z Q O of W C) Qo,ZoU (~l1 � Z D ZO Q 0 O Z V OfZ -U ONw0Oww wmWX:LHmw z oo W JoC .jwHw n ozWwmoQaz wozaNW� w z m NZ�zo0o<o CDa_ � w Q = p 3 w a J m O z o o~ Y O Z of to o D- N w J Q �0�3�c=.>ao� c E W - °^° CV on o may^ ri o0 � N O C� c o+ o � °' n o L Q lfi C N CV ,- c O O C U) [1 U a U w �I I— W w 0:� 0 CD ~ CD U LLJ z CQ W N G CD Ln 0 Ld O a- 'o (.cf) a z Q J z 0 FOUNDATION PLAN F7- SCALE iµ•=r-D• NOTES: Q W 0 Z 13 USE METAL FASTENERS AT ALL POST TO FOOTING CONNECTIONS. z � 0 ❑ ALL NAILING TO BE IN COMPLIANCE W/ 2021 ORSC FASTENING SCHEDULE 602.3(1) a 0 o L>_ FOUNDATION TYPE (A,B,C) TO BE SELECTED BY OWNER SCALE DATE AUG. 2024 1 - SCALE 1/8"= 1'-0" IF PRINTED ON 11"X17" SHEET r SCALE 1/4"= 1'-0" IF PRINTED ON 22"X34" 3 I EXTERIOR WINDOWS SHALL BE TESTED BY AN INDEPENDENT LABORATORY AND BEAR A LABEL IDENTIFYING THE MANUFACTURER, THERMAL PERFORMANCE INCLUDING THE U-FACTOR AND APPROVED INSPECTION AGENCY TO INDICATE COMPLIANCE WITH AAMA/WDMA/CSA 101/L.S.2A440. (R609.3: N1104.4.1) LABELS SHALL REMAIN ATTACHED TO THE WINDOWS UNTIL THE BUILDING INSPECTOR INSPECTS AND VERIFIES THE LABELING (N1104.4.1) ALL WINDOWS MUST BE A MAX. OF U-0.27 OR LOWER ALL DOORS MUST BE A MAX. OF U-0.20 OR LOWER 28' �6' � 16' k 6' 28' FIRST FLOOR PLAN FRAMING NOTES ALL EXTERIOR WALL OPENINGS & BEARING WALL OPENINGS TO HAVE 4X8 HEADERS LUMBER : A. POSTS, BEAMS, HEADERS NO.2 OR BTR JOISTS AND RAFTERS B. SILLS, PLATES, BLOCKING NO.3 OR BTR BRIDGING ETC. C. STUDS STUD GRADE D. PLYWOOD SHEATHING 7/16" OSB, OR EQUIV. E. GLU-LAM BEAMS FLO-2400, DRY ADH. F. ROOF SHEATHING 19/32" OSB OR EQUIV. NAILING SCHEDULE: FASTENING METHODS PER ORSC R602.3(1) AND R602.3(2) SOLE PL. TO JOIST 16D ® 16 FACE NAIL TOP PL. TO STUDS 2-16D END NAIL STUD TO SOLE PL. 4-81D TOE NAIL OR 2-16D END NAIL DOUBLE STUDS 16D ® 16 FACE NAIL DOUBLE TOP PL. 16D 0 16 FACE NAIL CONTINUOUS HEADER 2 PC 16D 0 16 EDGE NAIL CLG JST. TO PL. 3-81D TOE NAIL CLG. JST. LAP OVER PL. 3-16D FACE NAIL CLG. JST, TO RAFTER 3-16D FACE NAIL RAFTER TO TOP PL. 3-81D TOE NAIL BUILT-UP CORNER STUDS 16D ® 24 FACE NAIL PLY WALL & ROOF SHEATHING 8D 0 6 EDGE NAIL 8D 0 12 INTERIOR TOP PL. AT INTERSECTIONS 2-16D FACE NAIL 1 X 6 SPACED SHEATHING 2-81D FACE NAIL NOTE: GALV NAILS IN ALL P.T. WOOD CONTACT DOUBLE 2X6 TOP PLA RIGID INSULATION R-10 (- 4x8 D.F. HEADER 2X NAILER - (TYP) KING STUD HEADER DETAIL NTS µrz O W W } x3J o U 3 w 0 U N N F } } W UdZ Q U �`� : OU Q 0 W Z oU 0 Z Z U U w 0ONU�DwLI H m LnH w m w Z �JO�JD'HwN OZWwmoQaZ (y o Z M N W H W Z m NZ'Zov) Z oF F- w Z Z= W 3 W a _j N LLJ no Z U of 0~ Y O Z (!1 D- N W J Q �0�3�c=>< L' c 21 E a� °^° CV o o n n 0 1 0 y^ C a> M p pr N C, C� c o+ o �E!L � Q lfi C CV o c C (n U a U w �I w w ry 0 CD ~ CD U LLJ z Q w CAD o Z W O n 'o y (.cf) a SCALE 1/8"=1'-0" UN -HEATED AREA SHEER WALL NOTE: CS-WSP ALL EXTERIOR WALLS 0 7/16" OSB WALL SHEATHING, z OR EQUAL 8d NAILS ® 6-EDGE, 12" FLD o z Q ry 0 0 J LL_ I— V) Li 1 1/8"=1'-0" DATE AUG. 2024 1 - SCALE 1/8"= 1'-0" IF PRINTED ON 11"X17" SHEET NUMBER REMS SCALE 1/4"= 1'-0" IF PRINTED ON 22"X34" 4 1 A EXTERIOR WINDOWS SHALL BE TESTED BY AN INDEPENDENT LABORATORY AND BEAR A LABEL IDENTIFYING THE MANUFACTURER, THERMAL PERFORMANCE INCLUDING THE U-FACTOR AND APPROVED INSPECTION AGENCY TO INDICATE COMPLIANCE WITH AAMA/WDMA/CSA 101/L.S.2A440. (R609.3: N1104.4.1) LABELS SHALL REMAIN ATTACHED TO THE WINDOWS UNTIL THE BUILDING INSPECTOR INSPECTS AND VERIFIES THE LABELING (N1104.4.1) ALL WINDOWS MUST BE A MAX. OF U-0.27 OR LOWER ALL DOORS MUST BE A MAX. OF U-0.20 OR LOWER 28"� 7 �14/044/—�-4'344-2" 5'-10'• 4' 14' z/s 3'_6" a/o ST DO YN 3'-6" � [o 11'-9" BEDROOM E 15' _,' II SHOWE TUB 8' 3'-6" Leo O DW O I I O REF z/s SO' - 3C KITCHEN 0 8' CEIUNG 4. 4 0 0 14'-7" 16'-11" BEDROOM LIVING 11 10' CEUNG 8'-10" 8/0 17'-10" CLOSET — 4/0-4/0 4/0-4/0 8'-4" 9'-10" 28' ::::::d SECOND FLOOR PLAN SCALE 1/8"=1'-0" HEATED LIVING AREA 784 SQ. FT. 28' 5-10" HEADER l l l l l l l 1 1 1 I -6" OPEN I I I I I I I I I I I I I 3'-6" I I I I I I I I I 12 m I I I 3/4" DECKING TYP. I I I I 11.718' TJI JOISTS OR I EQUIV. 024" O.0 I I I I I I I I I I I I I I I I I I I I I OPEN so' I I I I I I I HEADER I I I I 2,- jLOAd BEARING lWALU BELOW I I I w I I I I I I I I I I I I I I I I I I I I I I I I I I 3/4" DECKING TYP. I 11.7/8 TJI JOISTS OR I I I I l EQUIV. i 24"i O.0 l l 1 14 i i 1 1 1 1 m I I I I I I I I I I I L- -- - -- -- - -- == - -- -- - -- -J 5.1 /4" X 11.7/8" LVL BEAM 28' LOFT FLOOR FRAMING SCALE 1/8"=1'-0" 3" i 6" FRAMING NOTES ALL EXTERIOR WALL OPENINGS & BEARING WALL OPENINGS TO HAVE 4X8 HEADERS LUMBER : A. POSTS, BEAMS, HEADERS JOISTS AND RAFTERS B. SILLS, PLATES, BLOCKING BRIDGING ETC. C. STUDS D. PLYWOOD SHEATHING E. GLU-LAM BEAMS F. ROOF SHEATHING NO.2 OR BTR NO.3 OR BTR STUD GRADE 7/16" OSB, OR EQUIV. FLO-2400, DRY ADH. 19/32" OSB OR EQUIV. NAILING SCHEDULE: FASTENING METHODS PER ORSC R602.3(1) AND R602.3(2) SOLE PL. TO JOIST 16D ® 16 TOP PL. TO STUDS 2-16D STUD TO SOLE PL. 4-8D 2-16D DOUBLE STUDS 16D ® 16 DOUBLE TOP PL. 16D ® 16 CONTINUOUS HEADER 2 PC 16D ® 16 CLG JST. TO PL. 3-8D CLG. JST. LAP OVER PL. 3-16D CLG. JST, TO RAFTER 3-16D RAFTER TO TOP PL. 3-8D BUILT-UP CORNER STUDS 16D ® 24 PLY WALL & ROOF SHEATHING 8D ® 6 8D ® 12 TOP PL. AT INTERSECTIONS 2-16D 1 X 6 SPACED SHEATHING 2-8D NOTE: GALV NAILS IN ALL P.T. WOOD CONTACT DOUBLE 2X6 TOP PLA RIGID INSULATION R-10 FACE NAIL END NAIL TOE NAIL OR END NAIL FACE NAIL FACE NAIL EDGE NAIL TOE NAIL FACE NAIL FACE NAIL TOE NAIL FACE NAIL EDGE NAIL INTERIOR FACE NAIL FACE NAIL I- 4x8 D.F. HEADER 2X NAILER (TYP) KING STUD HEADER DETAIL NTS SHEER WALL NOTE: CS-WSP ALL EXTERIOR WALLS 7/16" OSB WALL SHEATHING, OR EQUAL 8d NAILS 0 6"EDGE, 12" FLD SCALE 1/8"= 1'-0" IF PRINTED ON 11"X17" SCALE 1/4"= 1'-0" IF PRINTED ON 22"X34' µrz O W W } x3J go 3' w O U !n N F } }Z U W U 0 O Z Z U Qf U w o o- o w o 0 H w m V z Of w J 0 w '0 H U N 0ZWwm'Qaz wozmv W Z NZ'zov) Z �_ w Q = p 3 5 W w a_ N mu�z o o~ Y o Z af V) 0 0_ N W J Q �0�3�c=>aoL_ c E a� °^° CV o o n n 0 1 0 y^ p� (n O C� c o+ o � °' � o L Lr) c CV o c C (n U U w [__ Cn LIJ LIJ 0:� 0 CD ~ CD (f) c LJJ z rc oLnz Ld O a- 'o CD (n a Z Q a_ ry 0 0 J 0 z W 0 Z 0 z o cf) KALE 1/8-4-0- )ATE REVISION DATE AUG. 2024 - ;HEET NUMBER REVISON 5 A TRUSS FRAMING NOTES: 1. TRUSS DESIGN DRAWING SHALL BE ON THE JOB SITE AND AVAILABLE TO THE BUILDING INSPECTOR AT THE FRAMING INSPECTION (R802.10.1) 2. TRUSSES SHALL BE BRACED IN ACCORDANCE WITH THE TRUSS DESIGN DRAWINGS (R802.10.3) 3. TRUSSES SHALL BE ATTACHED TO SUPPORTING WALLS BY CONNECTIONS CAPABLE OF RESISTING UPLIFT FORCES AS SPECIFIED ON THE TRUSS DESIGN DRAWINGS (R802.11.1.1) 4. A 22" X 30" MINIMUM ATTIC ACCESS OPENING IS REQUIRED (R807) DOUBLE 2X6 TOP PLA RIGID INSULATION R-10 L- 4x8 D.F. HEADER 2X NAILER (TYP) KING STUD HEADER DETAIL 34' A 3 28 3 A 3' 36' 30' 3' ---�_-------T HEADER __---T HEADER77 - 77777 77 ----__---; If --------=-------- --=----- II II II II ---------------------------------------IJ II II mlI II --� ----------------- A I I S SLOB I I --- ------------------------------------I, II II ---LI------------------------------------ - IJ II II II -----------------II .O ---ri------------ GSA` 'p------------------n ^ -------------u I - - - - - - - - - - - - - - - - -' I I --p I-------------------' V�� I� ,tom --------- A I I ---------j ---LI---------------------- -------------- - I II II --- I I I I S m SLOPE, I I ---rl------------------------------------I� II---LI------------------------------------ IIJ I IL II IL----------- - - - - - ----------------JI L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I A� 3' ROOF PLAN SCALE 1/8'=1'-0' 28' 34' 4X6 i �4'- 3' _ 36' 4' FRAMING NOTES ALL EXTERIOR WALL OPENINGS & BEARING WALL OPENINGS TO HAVE 4X8 HEADERS LUMBER : A. POSTS, BEAMS, HEADERS JOISTS AND RAFTERS B. SILLS, PLATES, BLOCKING BRIDGING ETC. C. STUDS D. PLYWOOD SHEATHING E. GLU-LAM BEAMS F. ROOF SHEATHING NO.2 OR BTR NO.3 OR BTR STUD GRADE 7/16" OSB, OR EQUIV. FLO-2400, DRY ADH. 19/32" OSB OR EQUIV. NAILING SCHEDULE: FASTENING METHODS PER ORSC R602.3(1) AND R602.3(2) SOLE PL. TO JOIST 16D ® 16 TOP PL. TO STUDS 2-16D STUD TO SOLE PL. 4-81D 2-16D DOUBLE STUDS 16D ® 16 DOUBLE TOP PL. 16D ® 16 CONTINUOUS HEADER 2 PC 16D ® 16 CLG JST. TO PL. 3-81D CLG. JST. LAP OVER PL. 3-16D CLG. JST, TO RAFTER 3-16D RAFTER TO TOP PL. 3-81D BUILT-UP CORNER STUDS 16D ® 24 PLY WALL&ROOF SHEATHING 8D ® 6 8D ® 10 TOP PL. AT INTERSECTIONS 2-16D 1 X 6 SPACED SHEATHING 2-81D NOTE: GALV NAILS IN ALL P.T. WOOD CONTACT 2X6 RAFTERS 12 024" O.C. 3 77R-9 INSUL. 11' 1/2" SHEETROCK WALLS & CEILING DOUBLE 2X6 T.P. 7'-6" CEILING 3, EAVE DETAIL 1/4" = 1'-O" A ROOF VENTING FACE NAIL END NAIL TOE NAIL OR END NAIL FACE NAIL FACE NAIL EDGE NAIL TOE NAIL FACE NAIL FACE NAIL TOE NAIL FACE NAIL EDGE NAIL INTERIOR FACE NAIL FACE NAIL COMPOSITION SHINGLES W/ 15# FELT OVER 19/32" OSB SHEATHING ENG. 8" HIGH HEAL TRUSSES ® 24" O.C. 2X BLOCKING GUTTER & DOWNSPOUT 2x6 FASCIA BD. 2X12 SCREENED VENTS ® 6'-0" O.C. SIMPSON H-1 OR EQUAL 2x STUDS ® 16" O.C. 2X12 SCREENED VENTS ® 6'-0" O.C. AT EXISTING ROOF AND SOFFIT VENTS AS REQUIRED PER ORSC R806.1. µrz O W W } x3J uj F } } 0 U U a Z J a o w Z)0Uaow0OW U�! V) H- 0 0 a U o O Z U WZ o U o-wo o w W0 m uj m V Z p Z W W m o Q a Z W 0ZMujL � w Z W NZ'Zovo�o Z �_ w Q = p 3 Wmo� w a_ N 0 Z o o~ Y O Z (!) 0 0- N W J w Q yo�3-c=.>ao� c 21 E � CV ^ I o y C (T M p pr N O C� c o+ o � °' � o L c N -o o � C U) U a U w �I I— LIJ LIJ 0:� O CD ~ CD U LJJ Z Q LL_ _ 0 Z Ld O a- y (.cf) I 7 KALE 1/8"=1'-0" )ATE REVISION DATE AUG. 2024 - SCALE 1/8"= 1'-0" IF PRINTED ON 11"X17" SHEET NUMBER REVIS SCALE 1/4"= 1'-0" IF PRINTED ON 22"X34" 6 A 4X4 POST W/PB44 12 3 EAST ELEVATION SCALE 1/8"=1'-O" 12 3F1' 3 7' — — — — — — — — — — — — — — — — — T-111 SIDING T7'TO MATCH EXISTING SHOP E %428' WEST ELEVATION SCALE 1/8"=1'-0" 4' —i 4X4 POST W/PB44 3 TAB ROOF TO MATCH EXISTING SHOP I T-111 SIDING TO MATCH EXISTING SHOP NORTH ELEVATION SCALE 1/8"=1'-O" 0 II I -4X4 POST A— 4' —A - 28' 3 TAB ROOF TO MATCH EXISTING SHOP — — — — — — — — — — — — T-111 SIDING 0 TO MATCH EXISTING SHOP 28' SOUTH ELEVATION SCALE 1/8"=1'-O" zw O W µr� W } �3J 003 w00triN r } } 0 um,0 d Z Q 0 �o.I Z) 00 Q O W Z 00 > (~l1Hza0a00 O Z Z 0 Of U uj 0 O N 0 O� 0 0 Ln>, w m w z wJoo Oof Jw V) OZWwm0Qaz w0ZM uW - W z NZ-zOoo�o Z 5_ w � Q = p 3 0 Wmo� w a J N 0 z O O~ Y O Z of (!1 O 0_ N W J UJ Q �00f3�c0<0L, C E � CV W � r- n O00 t n O I O a' `� o 0r) N o` c o+ o 00 °' r o L Nc O -o c O o c C (n O- U a L U IN w w � O 0 ~ 0 U 0 LIJ Z J � Q W 12 L� W = O 0 Ln Z Ld O a - a (_0 cn Z O w Q zz > z LL1 a LLJ 0 SCALE 1/8"=1'-0" DATE REVISION DATE AUG. 2024 - SCALE 1/8"= 1'-0" IF PRINTED ON 11"X17" SHEET NUMBER REVISON SCALE 1/4"= 1'-0" IF PRINTED ON 22"X34" 7 A LANDING —SELECTED HANDRAIL MUST SUPPORT 200#/ft OR 200# CONCENTRATED IN ANY DIRECTION. (TYP) INTERIOR FULL IT. WALL W/ WOOD HANDRAIL SECURED TO SOLID BLOCKING TYP. RAIL 10" TREADS TYP. W/ 1" 9'-0" RIS15 E S NcFPs MIN.WIDS¶In H. R IL T. ABV. ® CLEAR RUN 11° 16, 34" MIN. &FIRST FLOOR LEVEL SINGLE RUN / HEIGHT 10'-0" MAX w/ 202 #2 SYP (1200 psi min.) STRINGER 0 16" o.c. max. TYP STAIR DETAIL N.T.S. FOUNDATION NOTES FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW THE FINAL GRADE. SOIL BEARING PRESSURE ASSUMED TO BE 1500 PSF. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A MINIMUM OF 4" GRANULAR MATERIAL COMPACTED TO 957 CONCRETE: SLABS ON GRADE: 2,500 PSI. -BASEMENT WALLS & FOUNDATIONS EXPOSED TO WEATHER: 3,000 PSI. -PORCHES, STEPS, CARPORT SLABS EXPOSED TO WEATHER: 3,500 PSI. ( AS PER 2021 O.R.S.C. SECTION R402.2) CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25 FT. (MAXIMUM) INTERVALS EA WAY. CONCRETE SIDEWALKS TO HAVE 3/4 IN TOOLED JOINTS AT 5 FT. (MINIMUM) O.C. REINFORCING STEEL TO BE A-615 GRADE 60. WELDED WIRE MESH TO BE A-185. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROTECTED WITH 55" ROLL ROOFING. PER 2017 ORSC R317.1.1 FIELD CUT P.T. LUMBER TO BE TREATED WITH AWPA M4 PROVIDING A 4 IN. DIA. PERFORATED DRAIN TILE BELOW THE TOP OF THE FOOTING (SEE BUILDING SECTIONS). 12 12 3 3 PRE. ENGINEERED TRUSSES AT 24" O.C. R-49 INSUL. 1/2" SHEETROCK DOUBLE 2X6 T.P. WALLS & CEILING 8'-0" CEILING A8 A R-21 R-21 3/4"DECKING TYP. 11.7/8"TJI JOISTS OR R-30 INSUL. DOUBLE 2X6 T.P. 5/8" TYPE X SHEETROCK 8'-0" CEILING WALLS & CEILING 8' 2X6 WALL STUDS AT 16" O.C. (TYPICAL ® ALL EXT. WALLS) 4" CONCRETE SLAB SIDING OVER 7/16" APA RATED SHEATHING 8d NAILS ® 6"EDGE, 12" FLD 15# WATER/WEATHER PROOF BUILDING WRAP, LAPPED 1/2" DIA X 10" ANCHOR BOLTS AT 48" O.C. MIN 12" FROM CORNERS MIN. 2 PER SILL SEGMENT -USE 3"X3"X.229" WASHERS & NUT MIN. 4" COMPACTED FILL C 2X6 P.T. MUDSILL ON 28' 1 NON -COMPRESSIBLE GASKET FRAMING NOTES ALL EXTERIOR WALL OPENINGS & BEARING WALL OPENINGS TO HAVE 4X8 HEADERS LUMBER : A. POSTS, BEAMS, HEADERS NO.2 OR BTR JOISTS AND RAFTERS B. SILLS, PLATES, BLOCKING NO.3 OR BTR BRIDGING ETC. C. STUDS STUD GRADE D. PLYWOOD SHEATHING 7/16" OSB, OR EQUIV. E. GLU-LAM BEAMS FLO-2400, DRY ADH. F. ROOF SHEATHING 19/32" OSB OR EQUIV. NAILING SCHEDULE: FASTENING METHODS PER ORSC R602.3(1) AND R602.3(2) SOLE PL. TO JOIST 16D ® 16 FACE NAIL TOP PL. TO STUDS 2-16D END NAIL STUD TO SOLE PL. 4-8D TOE NAIL OR 2-16D END NAIL DOUBLE STUDS 16D ® 16 FACE NAIL DOUBLE TOP PL. 16D ® 16 FACE NAIL CONTINUOUS HEADER 2 PC 16D ® 16 EDGE NAIL CLG JST. TO PL. 3-8D TOE NAIL CLG. JST. LAP OVER PL. 3-16D FACE NAIL CLG. JST, TO RAFTER 3-16D FACE NAIL RAFTER TO TOP PL. 3-8D TOE NAIL BUILT-UP CORNER STUDS 16D ® 24 FACE NAIL PLY WALL & ROOF SHEATHING 8D @ 6 EDGE NAIL 8D ® 12 INTERIOR TOP PL. AT INTERSECTIONS 2-16D FACE NAIL 1 X 6 SPACED SHEATHING 2-81) FACE NAIL NOTE: GALV NAILS IN ALL P.T. WOOD CONTACT DOUBLE 2X6 TOP PLA RIGID INSULATION R-10 L- 4x8 D.F. HEADER 2X NAILER - (TYP) KING STUD HEADER DETAIL µrz o W W � x3J r } } U W U d Z Q�-Z 0 Zo Q 0 o 0 Z Z V U W 0F=N0 Q H of � W m V Z J o Of J- H E 0 0 Z W W m o Q a Z �y o Z M N W H W Z l l N 0 Z 0� o> Z oFF- w Z Z= W 3 W a N Z 0 0~ Y 0 Z L 0 0_ N W J Q Of F_ 0Ld 3 O a oLu c E 0000 CV C ) may ^ n o0 C a> M p p1 N C, C� c o+ o 00 °' r o L Q lfi C N o � C (n U a U �I I— C>7 w W IY O 0 ~ CD U 0 LJJ Z J Q w M 0 rc oLnZ Ld O a- 'o y (_fl cn a Iw z Z SECTION A -A 1 /8"= 1 '-O" sc DATE AUG. 2024 1 - SCALE 1/8"= 1'-O" IF PRINTED ON 11"X17" SHEET NUMBER REMS SCALE 1/4"= 1'-O" IF PRINTED ON 22"X34" 8 1 A FIRST FLOOR ELECTRICAL PLAN 1/8"=1'-O" II BEDROOM �77M II,----u SHOWER TUB IDWI O O REF O BEDROOM LIVING AREA SECOND FLOOR ELECTRICAL PLAN ELECTRICAL SYMBOLS 0 DUPLEX OUTLET 19 FLOOR DUPLEX OUTLET W.P. WEATHERPROOF OUTLET P& 220 VOLT OUTLET AS REQ'D. OG.F.I. GROUND FAULT INTERRUPT I® SPECIAL DUTY RECEPTACLE S SWITCH S3 THREE WAY SWITCH CEILING OUTLET CEILING LIGHT FIXTURE WALL LIGHT FIXTURE RECESSED CEILING LIGHT FIXTURE EXTERIOR LIGHT FIXTURE Q SMOKE DETECTOR 110V W/ BATTERY BACKUP © CARBON MONOXIDE ALARMS required per R315. ® 100 CFM EXHAUST FAN (V.T.O.) QT TELEPHONE JACK INDIVIDUAL STYLE HEATER 220 VOLT (SEE SCHEDULE) 0 FLUORESCENT LIGHT FLOOD LIGHT THERMOSTAT EMERGENCY LIGHT W/ BATTERY BACKUP ® ELEC PANEL z O W µr� W } �3J 003rw0UviN F } } U W U O z Q Wo<0wo ' Z Z z U(nU w o o o vi w O7 V Z D'J8w; OwHw'o p Z W W M O< z ILoZD_NW, w � NZ�Zz o�o�o Z��w3a=o 3 o W a J N Zoo~Y0z� (!1 O �0of �3�c=>ao� c E c N o I o a' to Lo 0r)No c o+ 0 � o � °' o L � Q Lo C N o � C U) U 0 U �I 1— 0') W W Q:� o CD� CD c 0 LLJ Z J Q W w CD rc z 0 Lo LLJ O a - a (_0 cf) Z Q n J Q U_ z U 0 W z J 0 W SCALE 1/8"=1'-0" DATE REVISION AUG. 2024 - SCALE 1/8"= 1'-0" IF PRINTED ON 11"X17" SHEET NUMBER REVIS SCALE 1/4"= 1'-0" IF PRINTED ON 22"X34" 9.0 A DATE µrz O W W } = 3 J Of 0viN 003w0z r } } 0 W 0dZJQ O�of 00 Q O W Z 00 > (V) — o 0 00 (n U O Z Z 0QfF W 0Oin 0 Of 0 Of m Ln>, W m w z oo �JOofJ D_H�N OZWwm0Qaz 0 z M W H Iy N W z l! m W N Z 0 z o Q F- Z Z w Q= O 3 p W Q J N LLJ O z 0 0~ Y O z O L D_ N W J Q �0�3�c=>ao� c E CV CU On 00 n O 1 0 y^ C M p 01 (n O C Ol p � O p L � 0 Q Lo cu O 0 SHOWER C4 N p U BAT El II F1 BEDROOM SHOP II BATH II II SHOWER TUB I DW I 00 O O REF I,- 0') W W � O SHOP C) ~ --------------------i BEDROOM ( ,r U 0 L1J Z J LIVING AREA LLJ L.L_ I I I I a Ln I I _ I w LJJ O a- rc Cfl in a Z FIRST FLOOR MECHANICAL PLAN SECOND FLOOR MECHANICAL PLAN Q J Q U_ Z Q W = U z W 0 SCALE 1/8"=1'-0" DATE REVISION DATE AUG. 2024 - SCALE 1/8"= 1'-0" IF PRINTED ON 11"X17" SHEET NUMBER REVISON SCALE 1 4"= 1'-0" IF PRINTED ON 22"X34" 9.1 A