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HomeMy WebLinkAboutPlans Applicant 9/13/2024DESIGN 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 zl O W µr� W } = 3 J 003woo V) V) r } } U W U d Z 0¢ 0 �oao�Zo�! 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UNLESS OTHERWISE NOTED - 4" CONCRETE SLAB W/ #4 BAR 024" OC EACH WAY OR EQUIVALENT 24 (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 24 (3) #4 RE -BAR 4-12 SLAB SECTION CURB D1 /4"=1'-0" 8'r --28'- r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------------------- I 1/2" DIA. ANCHOR BOLTS AT 48 O.C. MAX. & WITHIN 1 12" OF BOARD ENDS, TYP. I I I I I I I 14'-6" I I .I I. 19'-6" I I I I I I I I I I j �12"X12 _FOOTING STRIP I 30, r-------------- ----� 1 30' -----------------------------------4 I I I I I I I 4" CONCRETE SLAB I I W/ #4 BAR 024" OC EACH WAY I I OR EQUIV.ALENT I 3, I I I I • I I 14'-6" I I I I I I' 7'-6" I I I I I I L - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - J 6' k 16' 6' 28' FOUNDATION PLAN SCALE 1/4'=1'-0' 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). Z ow�W = 3 J o O; w 0 N o F >_} U W u �`� D OU Q o W Z oU '>' Q Z O ZO Q 0 0 O Z Z V Of U w o o ir o 0 H a a� H W m o Z p Z W W m o Q a Z WOZaNW� W Z m NZ'Zov) Z�_ w Q = p 3 5 0 af a J N 0 Z o o~ Y O Z (!1 o d N W J Q �0�3�c=>ao� c 00 E cn N 00 --d-n CV Ov 1/2" X 12" ANCHOR BOLTS W/BP WASHER n O ^ I o y pr)L7O C� C Cn #4 BAR CONTINOUS AT TOP & BOTTOM. a' o � °' � 6"'MIN o L Q LCi C w VERTICALLY -(IF DOUBLE POUR) CV o � c N U a O 6"CONCRETE STEM WALL U AUG. 2024 1 - SCALE 1/8"= 1'-0" IF PRINTED ON 11"X17" SHEET NUMBER REVISE SCALE 1/4"= 1'-0" IF PRINTED ON 22"X34" 3 DATE 00 1/2" X 12" ANCHOR BOLTS W/BP WASHER 48" OC. UNLESS OTHERWISE NOTED Cn #4 BAR CONTINOUS AT TOP & BOTTOM. AND #4 BAR AT 48" O.C. � 6"'MIN w VERTICALLY -(IF DOUBLE POUR) O 6"CONCRETE STEM WALL CLEAN FILL CD ~ U 24' MIN. CD Q 8' LLJ z 6 MIL VAPOR BARKER Q W 3" FOOTING DRAIN W C.7 12 TO RELIABLE OUTLET o _ z FOOTING TO BE ON UNDISTURBED SOIL IF REQUIRED a O OR COMPACTED SAND OR GRAVEL 12X8 PERIMETER FOOTINGS, w W O WITH TWO #4 BAR AT BASE 0 co cf) FOUNDATION DETAIL TYPICAL a C 1/4"=l' -O" z Q NOTES: ❑ PROVIDE 18"X24" FOUNDATION ACCESS, VERIFY LOCATION WITH OWNER. z 0 ❑ PROVIDE (1) SQ,FT OF FOUNDATION VENTING FOR EACH (150) SQ.FT. OF F7 - CRAWL SPACE AREA. USE 16"X8" VENTS W/ WELDED WIRE MESH AS NOTED. Q 8 VENTS MIN. w 0 a z 13 USE METAL FASTENERS AT ALL POST TO FOOTING CONNECTIONS. 0 D a 0 ❑ ALL NAILING TO BE IN COMPLIANCE W/ 2021 ORSC FASTENING SCHEDULE 602.3(1)o I� SCALE AUG. 2024 1 - SCALE 1/8"= 1'-0" IF PRINTED ON 11"X17" SHEET NUMBER REVISE SCALE 1/4"= 1'-0" IF PRINTED ON 22"X34" 3 DATE 30' 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 19'-6" 7'-6- w 28' 17' 1:,74 �J t�. R 5- �ATHV-11- 4/0 s'-3" ion {1 —13'-2" SHOP 14'-6" 23' 30' LOAD BEARING II LOAD BEAR11' 10'-6 k 6' k 10' - SHOP r 16/0-7/0 GARAGE DOOR I I I I aro 3' I I I I I I I I 4' I I � 6' k 16'- 28'- FIRST 6'- 28'-FIRST FLOOR PLAN SCALE 1/8"=1'-0" 6' UN -HEATED AREA nZ FRAMING NOTES ALL EXTERIOR WALL OPENINGS & BEARING WALL OPENINGS TO HAVE 4X8 HEADERS FACE NAIL LUMBER : 2-16D A. POSTS, BEAMS, HEADERS NO.2 OR BTR JOISTS AND RAFTERS TOE NAIL OR B. SILLS, PLATES, BLOCKING NO.3 OR BTR BRIDGING ETC. DOUBLE STUDS 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 ® 16 FACE NAIL CONTINUOUS HEADER 2 PC 16D ® 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 ® 6 EDGE NAIL o 8D ® 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 F- W W x3J C) U 3 w 0 U N N F >->. U W UdZ5Q �`� : OU Q 0 W Z oU 0 Z Z U U H m LnH w mLL, w Z OZWwmoQaZ W o Z a N W H W Z m NZ'Zov) Z 5FF-w Z Z= W 3 W a _j N LLJ no of Z U 0~ Y O Z Ln 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 p� (n C, C� c 0+ o � °' o LLi-- LCi C N CV .- c 0 c C (n U a U w �I I- Ld LLI 0:� 0 CD ~ CD LLJ Z Ld CD oLnZ W 0 a - 'o CD cf) a SHEER WALL NOTE: W CS-WSP ALL EXTERIOR WALLS 0 7/16" OSB WALL SHEATHING, z OR EQUAL 8d NAILS ® 6 -EDGE, 12" FLD o Z Q n ry 0 0 I- V) Li 1 1/8"=1'-0" AUG. 2024 1 - SCALE 1/8"= 1'-0" IF PRINTED ON 11"X17" SHEET NUMBER REVIS( SCALE 1/4"= 1'-0" IF PRINTED ON 22"X34" 4 1 - DATE 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 SECOND FLOOR PLAN SCALE 1/8"=1'-0" HEATED LIVING AREA 784 SQ. FT. 12 2' 28' 5-10":t4 1 -2 4 LUMBER : 0_4/t 0-4/0 A. POSTS, BEAMS, HEADERS NO.2 OR BTR 14' IRS a/o 3'_6" z/s FACE NAIL B. SILLS, PLATES, BLOCKING DWN BRIDGING ETC. STUD TO SOLE PL. 3'-6" STUD GRADE D. PLYWOOD SHEATHING z/s II E. GLU-LAM BEAMS FLO-2400, DRY ADH. BEDROOM 11'-9" 19/32" OSB OR EQUIV. 3„, BATH s/a FACE NAIL CONTINUOUS HEADER 2 PC 7 -11 EDGE NAIL 19, 110 5' v TOE NAIL CLG. JST. LAP OVER PL. ROWER 11 FACE NAIL CLG. JST, TO RAFTER TUB 1 30 _9„ 3'-6„ I I 1 1 LOI4DBARI GWLLBLOW I 1 1 1 1 1 1 1 1 1 1 1 1 D77W I I =I I z/s REF O O 00 EDGE NAIL SO' I 3C TOP PL. AT INTERSECTIONS KITCHEN FACE NAIL DECKING 8' COUNG FACE NAIL 14'-7" U 4' BEDROOM 16'-11" EQUIV. 024" 01 i.0 1 1 1 1 LIVING AREA 6,_10" 8' CEIUNG w 7' 8/0 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LL C_ _ET_ 17'-10" 5.1/4' X 11.7/8" LVL BEAM 4/0-4/0 4/0-4/0 L:::::: 9'-10" 8'-4" 9'-10" 28' SECOND FLOOR PLAN SCALE 1/8"=1'-0" HEATED LIVING AREA 784 SQ. FT. 12 2' LOFT FLOOR FRAMING SCALE 1/8"=1'-0" FRAMING NOTES ALL EXTERIOR WALL OPENINGS & BEARING WALL OPENINGS 28' LUMBER : 5' A. POSTS, BEAMS, HEADERS NO.2 OR BTR HEADER FACE NAIL B. SILLS, PLATES, BLOCKING - - - - - - - - - - - - - - - BRIDGING ETC. STUD TO SOLE PL. C. STUDS STUD GRADE D. PLYWOOD SHEATHING IF 1 OPEN 3'_6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E. GLU-LAM BEAMS FLO-2400, DRY ADH. j 3'-6" 1 1 1 1 1 1 19/32" OSB OR EQUIV. 3„, 1 1 1 1 1 1 1 1 1 1 1 FACE NAIL CONTINUOUS HEADER 2 PC 1 1 1 3/4” DECKING TYP. I I I EDGE NAIL CLG JST. TO PL. 11.7/8 TJI JOISTS OR TOE NAIL CLG. JST. LAP OVER PL. 1 1 EQUIV. 024" O.0 1 1 1 FACE NAIL CLG. JST, TO RAFTER OPEN 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I 1 1 1 HEA6ER 1 1 1 1 1 1 1 30 _9„ 3-8D I I 1 1 LOI4DBARI GWLLBLOW I 1 1 1 1 1 1 1 1 1 1 1 1 16D 0 24 =I I 1 I I I I I I I I I EDGE NAIL o I I I 1 13/4" I ITYP.I 1 1 1 1 TOP PL. AT INTERSECTIONS 2-16D FACE NAIL DECKING 2-8D FACE NAIL 1 118" TJI JOISTS OR 1 1 1 1 U 5 EQUIV. 024" i.0 1 1 1 1 1 1 I I I I w 1 1 l 1 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5.1/4' X 11.7/8" LVL BEAM 28' LOFT FLOOR FRAMING SCALE 1/8"=1'-0" FRAMING NOTES ALL EXTERIOR WALL OPENINGS & BEARING WALL OPENINGS TO HAVE 4X8 HEADERS LUMBER : R602.3(1) AND R602.3(2) A. POSTS, BEAMS, HEADERS NO.2 OR BTR JOISTS AND RAFTERS FACE NAIL B. SILLS, PLATES, BLOCKING NO.3 OR BTR BRIDGING ETC. STUD TO SOLE PL. 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: ry FASTENING METHODS PER ORSC R602.3(1) AND R602.3(2) O SOLE PL. TO JOIST 16D 0 16 FACE NAIL TOP PL. TO STUDS 2-16D END NAIL STUD TO SOLE PL. 4-8D TOE NAIL OR 0 2-16D END NAIL DOUBLE STUDS 16D 0 16 FACE NAIL DOUBLE TOP PL. 16D 0 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 0 24 FACE NAIL PLY WALL & ROOF SHEATHING 8D ® 6 EDGE NAIL 8D 0 12 INTERIOR TOP PL. AT INTERSECTIONS 2-16D FACE NAIL 1 X 6 SPACED SHEATHING 2-8D FACE NAIL NOTE: GALV NAILS IN ALL P.T. WOOD CONTACT DOUBLE 2X6 TOP PLA RIGID INSULATION R-10 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 (() A Z O 0 Q 0 O Z Z U Qf U w o o- o w o 0 H w m V Z wJOf owJO_HUN 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 to o 0_ N W J Q �0Of C=.>aoE c ry O O E a� °^° CV o o z n n 0 Z U 1 0 y^ in p� (n O 1/8 -4 -0 - C� c AUG. 2024 - o+ REVISON 00 � — o � °' � o L Lr) c 0 c C N U U N [__ Cy) LIJ LIJ 0:� O CD ~ CD (f) c LJJ z CD rc oLnz W O a - 'o C0 (n a Z Q a_ ry O O J D z W O Z U z o in KALE 1/8 -4 -0 - )ATE REVISION DATE AUG. 2024 - ;HEET NUMBER REVISON 5 — 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 4x8 D.F. HEADER 2X NAILER (TYP) KING STUD HEADER DETAIL 28' 30' ROOF PLAN SCALE 1/8'=1'-0' FRAMING NOTES ALL EXTERIOR WALL OPENINGS & BEARING WALL OPENINGS 30' FACE NAIL LUMBER : 2-16D 1' NO.2 OR BTR 1' 28' TOE NAIL OR B. SILLS, PLATES, BLOCKING NO.3 OR BTR BRIDGING ETC. DOUBLE STUDS 1 HEADER HEADER 7/16" OSB, OR EQUIV. E. GLU-LAM BEAMS FLO-2400, DRY ADH. r---------r----�---- ------------r CLG JST. TO PL. 3-81D II II 3-16D FACE NAIL II Jl------------------- II II -----------------1L II FACE NAIL RAFTER TO TOP PL. II II it ---------------- -----------------+i TOE NAIL BUILT-UP CORNER STUDS IIES� II PLY WALL&ROOF SHEATHING 8D ® 6 1T ----------------- -----------------TF 8D ® 10 INTERIOR II Jl------------------- I I II -----------------1L II FACE NAIL 1 X 6 SPACED SHEATHING II II c N d U a II+' II U 32' 30' 11 �� 11 30' 32' Jl--------------\�L ----------------1L �t--------- -- -- -----------------II II 4 J --------- --- - -----------------TF a11 11 II ----------------- I I II SLOPE SL I I I l I I 1T ----------------- -----------------TF II Jl----------------- II -----------------1L II IL----------- ----- II ----- -----------JI 1 HEADER HEADER 1 28' 30' ROOF PLAN SCALE 1/8'=1'-0' FRAMING NOTES ALL EXTERIOR WALL OPENINGS & BEARING WALL OPENINGS TO HAVE 4X8 HEADERS FACE NAIL LUMBER : 2-16D A. POSTS, BEAMS, HEADERS NO.2 OR BTR JOISTS AND RAFTERS TOE NAIL OR B. SILLS, PLATES, BLOCKING NO.3 OR BTR BRIDGING ETC. DOUBLE STUDS 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 ® 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 ® 6 EDGE NAIL o 8D ® 10 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 12 3 R-49 INSUL. COMPOSITION SHINGLES W/ 15# FELT OVER 19/32" OSB SHEATHING ENG. 8" HIGH HEAL TRUSSES ® 24" O.C. 2X BLOCKING & DOWNSPOUT 2x6 FASCIA BD. µrzl o'-) W W uj 0 81 F >->. U W U a z j¢ o w Z)00<ow0OU�! (~l1Hz00a00 O Z U WZ WFL) o-wo =O w W0 m uj m V Z O z W W m o Q a Z WOZaNW� w Z W NZ'zovo�o Z �_ w Q =p 3 Wmo� w a J N Of uj O Z U O~ Y O z w (!1 0 0_ N W J w Q �oOf3Lc0<0L_ c WALLS & CEII LIN & CEILING LLLS I SIMPSON H-1 OR EQUAL E cn N � � CV � oU 7'-6" CEILING 2x STUDS ®16" O.C. ^ I O y C a> M p pr N O Z C� c Q o+ J n o Lo °' � LL o L Q lfi C 2X12 SCREENED VENTS ® 6'-0" O.C. AT EXISTING ROOF z O CV O c c N d U a U N VA CD ~ CD U) LJJ Z Q 00 O-) J Ld LL_ CD Z_ (n 1/2" SHEETROCK 2X12 SCREENED VENTS ® 6'-0" O.C. /� WALLS & CEII LIN & CEILING LLLS I SIMPSON H-1 OR EQUAL DOUBLE 2X6 T.P. 7'-6" CEILING 2x STUDS ®16" O.C. EAVE DETAIL 1/4" = 1'-0" Z Q J n ROOF VENTING LL Z o 2X12 SCREENED VENTS ® 6'-0" O.C. AT EXISTING ROOF z O AND SOFFIT VENTS AS REQUIRED PER ORSC R806.1. a 0 SCALE AUG. 2024 1 - SCALE 1/8"= 1'-0" IF PRINTED ON 11"X17" SHEET NUMBER REVISE SCALE 1/4"= 1'-0" IF PRINTED ON 22"X34" 6 DATE 3 TAB ROOF TO MATCH EXISTING SHOP ------------------- ------------- ------ T-111 SIDNG ° TO MATCH EXISTING SHOP 28' SOUTH ELEVATION SCALE 1/8"=1'-0" 3 12 3 — — — — — — — — — — — — — — — — — i� 7'-6" Ell 20'-6" T-111 SIDING TO MATCH EXISTING SHOP F, 8' 7, 28' EAST ELEVATION SCALE 1/8"=1'-0" 12 12 3 TAB ROOF 3 3 TO MATCH EXISTING SHOP Oil T-111 SIDING TO MATCH EXISTING SHOP 28' NORTH ELEVATION SCALE 1/8"=1'-0" ----------------- 11 T-111 SIDING TO MATCH EXISTING SHOP 28' WEST ELEVATION SCALE 1/8"=1'-0" �I w w � O C- ~ CD o LTJ Z J Q w W = 0 0 Ln Z Ld O a- a y (_0 cn zw µr� O W W } x3J 003w00triN r } }0 W 0O_Z Q O�o.I Z) 0 Q O W Z 0 0 0 > (~l1 H z00 00 O Z Z 0 0 U O 0 O 0 W0 N 0 Ln>, w m w z woo OZWwm0Qaz O z M W H --------- Iy N W z m �'Z�z0�o<s REVISION F - Z Z= W AUG. 2024 Z o� w 3 5 w D ¢ N SCALE 1/8"= 1'-0" IF PRINTED ON 11"X17" SHEET NUMBER Iz 0 00 ~ Y O Z L O LLI 0_ N W J M Q o O 3� c=i a o E INE 0 20'-6" r7 d a' M o EXISTING SHOP �' �' 01 00� aLo o L � Lo c O 'o w o N ° c) --------- a L U �I w w � O C- ~ CD o LTJ Z J Q w W = 0 0 Ln Z Ld O a- a y (_0 cn DATE Z 0 W Q Z z w a 0 LLJ SCALE 1/8"=1'-0" DATE REVISION AUG. 2024 - SCALE 1/8"= 1'-0" IF PRINTED ON 11"X17" SHEET NUMBER REVISE SCALE 1/4"= 1'-0" IF PRINTED ON 22"X34" 7 — DATE SELECTED HANDRAIL MUST SUPPORT 200#/ft OR 200# CONCENTRATED IN ANY DIRECTION. (TYP) INTERIOR FULL HT. WALL W/ WOOD HANDRAIL SECURED TO SOLID BLOCKING TYP. LANDING RAIL 10" TREADS TYP. W/ 1" NOSING MINSTAIR SG��S ®15 STEPS CLEAR S�P�� RISE 7.2" 34" MIN. ��ti RUN 11" ti FIRST FLOOR LEVEL SINGLE RUN / HEIGHT 10'-0" MAX w/ 2x12 #2 SYP (1200 psi min.) STRINGER 0 16" o.c. max. TYP STAIR DETAIL N.T.S. 7'-6" 11 -R-21 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. 9 -0 H. RAIL HT.ABV. 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 31 13 PRE-ENGINEERED TRUSSES AT 24" O.C. R-49 INSUL. 1/2" SHEETROCK DOUBLE 2X6 T.P. WALLS & CEILING 7"-6" CEILING 3/4" DECKING TYP. 11.7/8" TJI JOISTS OR R-30 INSUL. 5/8" TYPE X SHEETROCK WALLS & CEILING SIDING OVER �7/16" APA RATED SHEATHING 8d NAILS ® 6"EDGE, 12" FLD R-21, jJL15# WATER/WEATHER PROOF DOUBLE 2X6 T.P. BUILDING WRAP, LAPPED 8'-0" CEILING FRAMING NOTES ALL EXTERIOR WALL OPENINGS & BEARING WALL OPENINGS TO HAVE 4X8 HEADERS FACE NAIL LUMBER : 2-16D A. POSTS, BEAMS, HEADERS NO.2 OR BTR JOISTS AND RAFTERS TOE NAIL OR B. SILLS, PLATES, BLOCKING NO.3 OR BTR BRIDGING ETC. DOUBLE STUDS 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 --d-r- 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 o 8D ® 12 INTERIOR TOP PL. AT INTERSECTIONS 2-16D FACE NAIL 1 X 6 SPACED SHEATHING 2-8D 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 µrz o'-) W W } x3J U a Z DoaoWZ0 Q~ -- O O Q 0 O Z Z U U w o o- o w o 0 < W mof U Z p Z W W m oQ a Z W 0 Z M u— w z NZ�zowo�o 0 Z o o~ Y Of uj O Z P Vl o oW FE— w J w Q 0 Of 3 O a o U - c E � W --d-r- CV 0 0 ri o0 a> �� t a'No �o c .. o � o Lo °' � o L Q lfi C N CV ,—CL c o c C N cl U a U �I I— Cn W W Q:� O 0 ~ CD U D W Z J _j Q W_ W = 0 o Ln Z a W�I w O a - 'o y (_fl cn a $ 2X6 WALL STUDS AT 16" O.C. III I (TYPICAL ® ALL EXT. WALLS) 1/2" DIA X 10" ANCHOR BOLTS AT 48" O.C. MIN 12" FROM CORNERS 4" CONCRETE SLAB MIN. 2 PER SILL SEGMENT -USE W/#4 BAR ®24" OC EACH WAY 3"X3"X.229" WASHERS & NUT HEADER DETAIL NTS MIN. 4" COMPACTED FILL 2X6 P.T. MUDSILL ON �28' NON-COMPRESSIBLE GASKET w z Z SECTION A -A 1/8'= l' -O' sc U) J Q W 0 Id Z O I— U W AUG. 2024 1 - SCALE 1/8"= 1'-0" IF PRINTED ON 11"X17" SHEET NUMBER REVISE SCALE 1/4"= 1'-0" IF PRINTED ON 22"X34" 8 1 — DATE SHOWER jFJW ATH SHOP O O SHOP --------------------, I I I I I I I I I I I I I I I I I I FIRST FLOOR ELECTRICAL PLAN 1/8"=1'-0" � II �® II II SHOWER II TUB LLJ LE I DWI O O O 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) D FLUORESCENT LIGHT FLOOD LIGHT THERMOSTAT EMERGENCY LIGHT W/ BATTERY BACKUP ® ELEC PANEL zw O W µr� W } = 3 J o 03rw0UviN F } } U W UO z Q Z) W0 ' (V) Lol0Q(-'o 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 W oZD_NW, w � NZ�Zz o�o�o Z��w3a=o 3 o W a J N Zoo~Y0z� (!1 00 �0of �3�c=>ao� c E c N o I o a' to Lo 0r) No c o+ 0 � o � °' o L � Q Lo N C .- c N o � C U) U 0 U �I 1— 0') W W Q:� o CD [-- CD cn W Z J Q W W = CD Z 0 Lo W 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 REVISE SCALE 1/4"= 1'-0" IF PRINTED ON 22"X34" 9.0 — DATE D SHOWER W ATH SHOP SHOP --------------------, I I I I I I I I I I I I I I I I I I FIRST FLOOR MECHANICAL PLAN II II II SHOWER II TUB LE I DWI O O SECOND FLOOR MECHANICAL PLAN 1/8"=i' -o" z O W µr� W } = 3 J 0 0 3 w 0 0 N N r } }0 W 0 d Z Q 0 hof Z) 0 <0 W Z 0 0 0 > (~l1Hz00a00 O Z Z 0 Of U W 0Oin0of5o O m Ln>,w m w z �JOOfoo JO_H�N pzWwm0Qaz w0zo_NW� w z m NZ�z00a<a Z o w Q= O 3 0 w Of a J N O z 0 0~ Y O z Ln 0 0_ F- N w J w Q �o�3�c=>ao� c CV E cn 00 0) O 0 n 0 n O I O 0r) N o` c o+ o 00 n o L Q Lo CN C'4 ,- c N O 0 C U) d U a U �I � 0') w w Q:� O 0[ -- CD U) LLJ Z J Q w li W = 0 0 Ln Z W O a- a y (_0 cn z 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 —