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HomeMy WebLinkAboutPlans Applicant 3/12/2024------LORN LOOP ------i "1.00_ 0--EXISTIN DRIVEWAY EXISTING PORCH EXIST. HOME EXISTING PORCH �I I� 36" WIDE (MIN) CONCRETE WALKWAY CONT. HERE TO STREET SIDEWALK ------------------ 12' (t-) R. AIN EXI5TING GONG. PAD HERE 1yEy.( jr,__� CARPORT 10.00' Z CONGRETE/ASFHALT FLAT WORK TO BE DETERMINED AND CONFIRMED AT THE 5111 CONTRACTOR (TYP) Ai� NOTE: ALL UTILITY SITE PLAN D DEMINED COKF RMED ATOTOHE SITE BOYBTHE &ETERNERAL O 1/16" = 1' O" CONTRACTOR PER ALL LOCAL CODES (iYP) z - NOTE: ALL ROOF WATER RUN-OFF WILL DRAIN THRU APPROVED 3" DRAIN LINE THRU WEEF HOLES GUT INTO CITY CURBS, AND THEN INTO CITY STORM DRAIN (TYF) 3" OGEE GUTTER ON 2 X e FA5GW II. WITH AFFRVD. - DOWN SPOUT (TY-) FLASH AND CAULK ALL WNDOW/ r DOOR HEADERS WITH AFPRVD. SYSTEM -CONFIRM AT 51TE FIBERGLASS COMP. 5HN61-W ROOF W/ (5) APPROVED 12" 50. - ROOF VENTS A5 FER CODE (TYP) 36" X 36" (MIN) GONG. LANDING B"(MAX)STEP - DOWN AT EXTERIOR DR. 1 X 3 SPRUCE TRIM (4) SIDES ALL WINDOWS AS SHOWN HERE (TYF) 5/8" X W X 9' T-1-11 SIDING CONT. AT BOTH FLOORS W/ APFRVD. FLASHING AND TO BE INSTALLED PFR THE MF6RD. SPECS (TYP) m aC7 FRONT 51DE ELEVATION SCALE ® 1/8" = T - 0" RIGHT 51DE ELEVATION 1 X 4 CORNER TRIM AT ALL CORNERS WITH APPROVED CAULKING AS PER CODE (TYP) 5/6" X 4'X P' T-1-11 SIDING CONT. _ AT BOTH FLOORS W/ APPRVO. FIhSHING AND TO BE INSTALLED PER THE MF6R51. 5PEC5 (TYF) 5H 51 INC AT LOWER OF JUNCTION HERE ^MH °ROVED SYSTEM (TYF) z I U) IL w A��,so PROFESS O`S �aGIN F4$' i0 u 2 9 � 102393P1E r —� vOREGON bgy09 z 0N D LU EXPIRES: 12-31-2024 FINAL PLAN THESE DRA NING5 ARE THE PROPERTY OF: "LUKE DE51GN5" AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WRH THE PROPER WRITTEN PERMISSION OF LUKE DESIGNS, INC. DATE: FEBRUARY 20, 2024 BACK SIDE ELEVATION LEFT SIDE ELEVATION JOB #1116 SCALE ® 1/6" = 1 - O"SHEET SCALE ®1/8" = 1' - O" 1 OF ✓ I r ((��,,,, rZ ti w AWN LLIr EE HOLDOWN DETAIL Z 0 O A09 I i III�}III.' C Q Z III WQ r, -VI Z ry N LEGEND ® 12" WIDE BY 24" DEEP (MIN) GONG. PERIMETER FOOTING - 5EE DETAIL: F-1 ON PAGE (5) 2" WIDE X 24" DEEP R-13 RIGID INSUALTION O Q © CONT. AT PERIMETER ALL FIRST FLOOR 7 7 HEATED AREA - SEE DETAIL: F-2 ON PAGE (5) X� Y ry N 4" THICK GONG. SLAB WITH -4 BARS ® 24" O.G. 'X L © OVER TOP COMPACTED GRAVEL FILL (TYP) O O NOTE: ALL ELECTRICAL WORK INCLUDING LOCATION IL CL OF SMOKE DETECTORS, TO BE CONFIRMED z u AMC)N VERIFIED AT THE SITE BY ELECTRICAL � � NOTE: ALL INTERIOR WINDOW HDR5. TO BE FRAMED r ctI O l>l AT 7'-9" HIGH UNLE55 NOTED OTHERWISE ® 11� Qlu J LL NOTE: ALL INTERIOR DOOR HEADERS TO BE FRAMED Q Q AT 6'-105" HIGH UNLESS NOTED OTHERWISE j 119 NOTE: FINAL CABINET DESIGNS CONFIRMED WITH p THE OWNER AND VERIFIED UC THE SITE PRIOR 11 TO THE START OF CONSTRUCTION (TYP) LL 8" MAX. STEP DOWN AT ALL EXTERIOR DOORS C WITH 12" DEEP (MIN) CONC. TREAD OR HAVE 36" X 56" (MIN) LANDING (TYP) ALL EXTERIOR CONCRETE PORCH SLABS WITH 0 51TE WITH CONTRACTOR (TfPPSLOPE AAAY FROM �ELONFIRM FOUND�'4TION FLAN �L SCALE ® 3/16" = 1'- 0" O APPRVD. BATH/UTILr Y EXHAUST FAN TO BE O Q MIN. 80 CFM INTERMITTENT - TO BE CONFIRMED AT THE SITE (TYP) G 3/4" THIGH SHELVING SPACED 0 ib" O.G. FLOOR U r Li TO CEILING IN LINEN CLOSET HERE O r ttml LL 6 lz H CADET WALL HEATER W/ APPRVD. THERMOSTAT 9Y C LOCATED AT THEESE LOCATION (TYP) Q W 26 1V Q IL JW SEE STAIR FRAMING DETAIL 5-1 ON PAGE (5) � W m FOR STAIR AND HAND RAIL SPECS. (TYF) 1W(1 ' � O Z (17) R15ER5 WITH 7 1/4" (+-) RISE W O W (16) TREADS A/ 10" RUFF GUT, 1" + FIN15H N05E LL 19" 1 C BE 571QAPPED TO I WALLOPER REOU RED BUHEATER HERE OILD NG CODE (TYP) N ul ul 1650 S.H. � 3050 S.H. + z lu OA Qj Q APPRVD. CARBON-MONOXIDE ALARM (TYP) to ry gF Lu � 05 APPRVD. SMOKE DETECTOR ALARM (TYP) 3468 !A: 51MPWN HDU2 W/ 55T516 HOLDOWN (4 TOTAL) LuLu F O P SHOWER A�Leo PRop,s. PLACEMENT OF 55TB16 FROM G�5 �G I N EF /0Z 1 --"— -' 1.75" EDGE OF CONCRETE, TYP- (VPdJLTED) p� 3465 (9' CEILING) ,110239E 4 RV PARKING o / DOJO WORK-0UT AREA 1 9q p 1 ry 13/O X 23/0 92/4 X 23/0 ry — — — — v REG —RIGID INSULATION "9 Mgy09 zp� N Ma10N D LV EXPIRES: 12-31-2024 J FINIAL PLAN IA , UP HOLDOM DETAIL -HE5E ORAWING5 ARE THE QJ Mr7 ARE OF: "LUKE USED OR SCALE ®3/$" = 1'- O" AND ARE NOT CED IN K USED OR NRIITENREPRO�PERMI5510N OFxLUKKEE EXCEPT WITH THE PROPER 10/ % 9/O O.H. DOOR DESIGNS, INC. 6040 SLD. 6040 SLD. DATE: FEBRUARY 20, 2024 1225 10'-3" J 21.5" 10'-2" 13'-0" + 104 .QEVI510N5: DRAWN BY: MONTY LUKE CHECKED BY: MAIN FLOOR PLAN JOB #1116 5CALE ® 3/16" = 1'- O" ❑ HEATED AREA AT $6$ 50. FEET 5HEET 2 OF 5 PAPER SIM ® 24" X 18" SHEAT}iING 3 FASTENER SCHEDULE GROUP SURFACE MATERIAL IN OR ITYPE EDGES PELD 81LY,K J AC.fr¢ PLATE NAILING NAIL EXT. STRUGT OSB 7/16" VERT 6p b"O.0 11"Q.C. YES 49-OL. 12" O.G. -STUDS ®16" O.G. (TYP) UNLESS NOTED OTHERWISE 4'--1.'IS" - x .229" WASHERS (1YP) - 1/2" ANCHOR 80LT5 W/ l"MIN. EMBEDMENT, 72" O.G. MIN. (T1'P, U.N.O.) I ry 1 I .firti, I { I I I- I I I I � � I I � , I I I I I I � I , � � 1 I I I I I � I I I I I , I I , I I 9 , � I � I I 13._4.. 4'3" 33'-4" SHEAT}iING 3 FASTENER SCHEDULE GROUP SURFACE MATERIAL IN OR ITYPE EDGES PELD 81LY,K J AC.fr¢ PLATE NAILING NAIL EXT. STRUGT OSB 7/16" VERT 6p b"O.0 11"Q.C. YES 49-OL. 12" O.G. -STUDS ®16" O.G. (TYP) UNLESS NOTED OTHERWISE - 8Q NA LS: 0.'.31"X 2.5" (ALTERNATIVE: GALVANIZED OA13" X 2.5") W/ 1 3/8" (MIN) PENETRATION x .229" WASHERS (1YP) - 1/2" ANCHOR 80LT5 W/ l"MIN. EMBEDMENT, 72" O.G. MIN. (T1'P, U.N.O.) 4 ry 51•-0" } 13•-4• _ R101 ---------- 3/4" TEG WOOD DECKING TO BE BOTH GLUED I I I I I I V I � Cil ------------------ ------------------ ---------------- 1 1 1 1 1 1 1 IN LVL I I I ---------------------- I I LOWER WALL I I 1 STRUGT OSB 1/16' VERT 2 X 10 a2 D.F. RAFTERS FRAMED 0 24" O.G. - —'—----iRio1— — ---'—' ---------------------. 1 1 1 1 1 1 I I I I I I 1 1 1 1 1 1 1 1 ---------------------- I I I I I I I I I I . 1 1 1 1 1 1 1 1 0 0 l H103 1 1 1 1 1 1 1 1 R101 H101 2 4•-4" UPPER FLOOR FRAMING SCALE 0 3/16" = 1'- 0" �— I 1 1 i I 3/4" TEG WOOD DECKING TO BE BOTH GLUED I I I I I I V I � Cil UPPER FLOOR PLAN SCALE ® 3/16" = 1'- O" NEW ADLI HEATED AREA AT 800 50. FEET LEGEND ® 3/4" TEG WOOD DECKING TO BE BOTH GLUED MATERIAL THICK` OR AND NAILED TY-) ,101 14" TJI/360 FLOOR JO15T ® 16" O.G. WITH IN APPROVED HANGER WHEN NEEDED (TYP) LVL 1.15" X 14" LVL WITH APPRVD. JOIST HANGER STRUGT OSB 1/16' VERT 2 X 10 a2 D.F. RAFTERS FRAMED 0 24" O.G. R101 WITH LU26 HANGER AT 2 X 12 #2 D.F. LEDGER BOARD WITH (2) 1/4" x 3.5" 5D5 5GRENLS YES 48 ODIC_ EACH WALL STUD (TYP) H101 4 X 6 (MIN) -212P. HEADER, TYP H102 4 X 12 #2 D.F. HEADER H105 4 X 12 #2 D.F. HEADER LEGEND NOTE: ALL ELECTRICAL WORK INCLUDING LOCATION OF SMOKE DETECTORS, TO BE CONFIRMED AND VERIFIED AT THE SITE BY ELECTRICAL CONTRACTOR (TYP) NOTE: ALL INTERIOR WINDOW HORS. TO BE FRAMED AT 6'-9" HIGH UNLESS NOTED OTHERWISE NOTE: ALL INTERIOR DOOR HEADERS TO BE FRAMED AT HIGH UNLESS NOTED OTHERWSE NOTE: FINAL CABINET DE516N5 CONFIRMED WITH THE OWNER AND VERIFIED AT THE 517E PRIOR TO THE START OF CONSTRUCTION (TYP) OVERHEAD MICROWAVE OVEN WITH BUILT-IN © FAN VENTED TO OUTSIDE AS PER CODE (TYP) © 22" x 30" ATTIC, AGGE55 LOCATED HERE (TYP) O 30' (MIN) CLEAR SPACE (15" EACH SIDE) TOILET AS PWER CODE (TYP) O ENERGY RECOVERY VENTILATOR SYSTEM AS PER R305/M1505.4.30) AND M1505.4.3(1) AFF RVGD. BATH/UTILITY EXHAUST FAN TO BE QF MIN. 80 FM INTERMITTENT - TO BE CONFIRMED AT THE SITE (TYP) 3/4" THICH SHELVING SPACED 0 16'0-r-- FLOOR TO CEILING IN LINEN CLOSET HERE O CADET WALL HEATER W/ APPRVD. 7HMM05TAT LOCATED AT THEESE LOCATION (TYR) 0 SEE STAIR FRAMING DETAIL 5-1 ON PAGE (5) FOR STAIR AND HAND RAIL SPECS. (TYP) (11) R15ER5 WITH T 1/4" (.-) R15E (16) TREADS W/ 10" RUFF CUT, 1" + FIN15H NOSE OM APPRVD. CARBON -MONOXIDE ALARM (TYP) ® APPRVD. SMOKE DETECTOR ALARM (TTP) © G516 VERT. STRAP W/ (22) 0.131" x 2.5 NAILS (2 TOTAL) 5HEATHIN& 4 PA5TENER 50HEDULE GROUP SURFACE MATERIAL THICK` OR TYPE PANEL PANEL � J -BOLT 16d COM. SILL A141 BLOCK IN EDGES SPADING PLATE NAILING EXT. STRUGT OSB 1/16' VERT 6" O.G. 12" O.G. edL YES 48 ODIC_ -STUDS ® 16•' O.G. (TYr) UNLE55 NOTED OTHERWISE - 8d NAILS: 0.131" X 2.9' (ALTERNATIVE: GALVANIZED 0.113" X 2.59 W/ 13/5" (MIN) PENETRATION - 3" X 3•• X 229" WA5HER5 (TYP) - 1/2" ANCHOR BOLTS W/ 1" MIN. EMBEDMENT, 12" O.G. MIN. (TYP, U.N.O.) r V7 pr � a Z r z ^WwLu tLWr 'V Z Qtr z0� 0 Q�QW W C Z 91 Z LLLLLLLLLLry77777 a V Z z O O Q m 0 m O J LL J IL n/ WOL N W OL OL �+— r K v r m 0 m I- z � Lu r o LL l w � Z tuo a w gnJ f O —1 W n nu -0 W Z 0 -T r1023��0 Rop,`. E i :/,� r `�REGON 'y4Y 99, 225 MONDLV� EXPIRES: 12-31-2024 FINAL PLAN THESE DRAMNG5 ARE THE PROPERTY OF: "LUKE DESIGNS'• AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF LUKE DE5IGN5. INC. DATE FEBRUARY 20,2024 CHECKED BY: JOB #1116 SHE 3 OF 5 PAPER SIZE ® 24'X 15" --------------- BALLOON FRAME WALL HERE AND BLOCK 0 PANEL EDGES 2 x 12 DF #2 LEDGER W/ (2) 114!'x 3.5" 5D5 51-REW5 PER STUD BALLOON FRAME STUDS — ® FRONT AND BACK OF 1� RV PARKING GARAGE s� l 101 ~ PROVIDE 2x BLOCKING BETWEEN BALLOON FRAMED STUDS ® EAVE WALL TOP PLATE ELEVATION ---------- ---------- DETAIL: ______.DETAIL: E-2 DBL. TRIMMER AND KING STUDS ® S 6ARADE DOOR OPENING, I H2O1 I I IH2O2I I I I IH2O21 1 1 I H2O1 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 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 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 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 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 I ILI! II I I I I I GON . DGE n I I I I I RII 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 I I I V 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 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 I I V 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 I • i i i r '. H2O1� i iH2O1i . ROOF FRAMING FLAN SCALE ® 3/16" = 1'- O" R-49 BATT IN5ULATION /'ALLFLAT CEILINGS (TYr) R-15 RIGID INSULATION CONT. AT PERIMETER ALL HEATED AREA'S - rl LIVING ROOM DINING RM. KITCHEN 12/4 X 12/0 11/0 X 8/6 9/0 X 10/10 A e' R-35 BATT INSULATION ALL FLAT GEILIN65 (TYP) (9' CEILING) DOJO WORK-OUT AREA 32/4 X 25/0 4" CONCRETE FLOOR _ SLAB OVER COMPACTED GREVEL FILL (TYF) PETAL: F-2 5EGTION DRAWING "A" SCALE ® 3/16" = 1'- 0" 2 X 6 EXTERIOR WALL 16" O.G. WITH R-21 N.D. BATT INSULATION (TYP) 2 X 6 EXTERIOR WALL ® 16" O.G. (TYP) 2 X 6EXTERIOR WALL — 16" O.G. WITH R-21 HD. BATT INSULATION (TYP) 1� DETAIL: F-1 LEGEND NOTE: TRUSS COMPANY 15 RE5PONSABLE FOR FINAL TRUSS DE516N AND ENGINEERING FOR ALLMF6RD. TRU5SE5. ALL TRU55E5 TO BE FRAMED 0 24" O.G. UN -LESS NOTED OTHERWI5E BY TRUSS COMPANY-5EE FINAL TRU55 COMPANY 5PEG NOTE: SIMP50M H2.5A TIE AT EACH TRUSS END TO DOUBLE TOP -PLATE (TYP) T201 MF6RD. TRUSSES HERE WITH 5/12 ROOF SLOPE AND 2 X 6 TAIL WITH 12" OVERHAN6 fr Tr) H2O1 4 X 6 (MIN) -2 D.F. HEADER, TYP. H2O2 4 X 6X12 D.F. HEADER A 3/4 T46 WOOD DEGKIN6 TO BE BOTH GLUED AND NAILED (TYP) J101 14" TJV360 FLOOR JOIST ® 16" O.G. WITH APPROVED HANGER WHEN NEEDED (TYP) LVL 1.15" X 14" LVL WITH APPRVD. JOIST HANGER 2 X 10 •2 D.F. RAFTERS FRAMED 0 24" O.G. R101 WITH LU26 HANGER AT 2 X 12 #2 D.F. LEDGER BOARD WITH (2) 1/4" x 3.5" 5D5 5GREW5 EACH WALL STUD (TYP) © (2) LAYERS OF 5/8" TYPE "X" 6YP. BOARD DONT. AT CEILING HERE - SEE A85EMBLY B ON PAGE (5) (1) LAYER OF 5/8" TYPE "X" GYP. BOARD GOVT. © EACH 51PF 2 X 4 (MIN) WALL HERE GONT. FROM LONG. SLAB TO UNDERSIDE ROOF SHEATHING (TYP) - SEE UL 0311 ON PAGE (5) R-15 RIGID INSULATION CONT. AT PERIMETER ALL HEATED AREA'S 5EGTION DRQ M& "EY SCALE ® 3/16" = 1'- O" c� a, W �W � Ll,r Q Z �gv ROFESS �9 I ZN 0 Z rK ryN Q a9 16' O.G. (TYP) WE f EXPIRES: 12-31-2024 FINAL PLAN �HE5E DRAWING5 ARE THE PROPERTY OF:'LUKE DE516N5" AND ARE NOT TO BE U5ED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMI5510N OF LUKE DE5I6N5, INC. TAIL: F-1 DATE: FEBRUARY 20. 2024 -I REVI5ION5: I R-15 RIGID INSULATION CONT. AT PERIMETER ALL HEATED AREA'S - rl LIVING ROOM DINING RM. KITCHEN 12/4 X 12/0 11/0 X 8/6 9/0 X 10/10 A e' R-35 BATT INSULATION ALL FLAT GEILIN65 (TYP) (9' CEILING) DOJO WORK-OUT AREA 32/4 X 25/0 4" CONCRETE FLOOR _ SLAB OVER COMPACTED GREVEL FILL (TYF) PETAL: F-2 5EGTION DRAWING "A" SCALE ® 3/16" = 1'- 0" 2 X 6 EXTERIOR WALL 16" O.G. WITH R-21 N.D. BATT INSULATION (TYP) 2 X 6 EXTERIOR WALL ® 16" O.G. (TYP) 2 X 6EXTERIOR WALL — 16" O.G. WITH R-21 HD. BATT INSULATION (TYP) 1� DETAIL: F-1 LEGEND NOTE: TRUSS COMPANY 15 RE5PONSABLE FOR FINAL TRUSS DE516N AND ENGINEERING FOR ALLMF6RD. TRU5SE5. ALL TRU55E5 TO BE FRAMED 0 24" O.G. UN -LESS NOTED OTHERWI5E BY TRUSS COMPANY-5EE FINAL TRU55 COMPANY 5PEG NOTE: SIMP50M H2.5A TIE AT EACH TRUSS END TO DOUBLE TOP -PLATE (TYP) T201 MF6RD. TRUSSES HERE WITH 5/12 ROOF SLOPE AND 2 X 6 TAIL WITH 12" OVERHAN6 fr Tr) H2O1 4 X 6 (MIN) -2 D.F. HEADER, TYP. H2O2 4 X 6X12 D.F. HEADER A 3/4 T46 WOOD DEGKIN6 TO BE BOTH GLUED AND NAILED (TYP) J101 14" TJV360 FLOOR JOIST ® 16" O.G. WITH APPROVED HANGER WHEN NEEDED (TYP) LVL 1.15" X 14" LVL WITH APPRVD. JOIST HANGER 2 X 10 •2 D.F. RAFTERS FRAMED 0 24" O.G. R101 WITH LU26 HANGER AT 2 X 12 #2 D.F. LEDGER BOARD WITH (2) 1/4" x 3.5" 5D5 5GREW5 EACH WALL STUD (TYP) © (2) LAYERS OF 5/8" TYPE "X" 6YP. BOARD DONT. AT CEILING HERE - SEE A85EMBLY B ON PAGE (5) (1) LAYER OF 5/8" TYPE "X" GYP. BOARD GOVT. © EACH 51PF 2 X 4 (MIN) WALL HERE GONT. FROM LONG. SLAB TO UNDERSIDE ROOF SHEATHING (TYP) - SEE UL 0311 ON PAGE (5) R-15 RIGID INSULATION CONT. AT PERIMETER ALL HEATED AREA'S 5EGTION DRQ M& "EY SCALE ® 3/16" = 1'- O" c� a, W �W � Ll,r Q Z �gv ROFESS �9 W ZN 0 Z rK ryN Q a9 16' O.G. (TYP) �+- 1 Q O T m QO Q W ry d ►1L 9 W W Z Zo Z gg E u� �z w z a w N CHECKED BY: JOB #1116 5HEET 4 OF 5 SEE DETAIL: E-1 ROFESS EE,Q iO2T9E r 2 X b EXTERIOR WALL a9 16' O.G. (TYP) WE f EXPIRES: 12-31-2024 FINAL PLAN �HE5E DRAWING5 ARE THE PROPERTY OF:'LUKE DE516N5" AND ARE NOT TO BE U5ED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMI5510N OF LUKE DE5I6N5, INC. TAIL: F-1 DATE: FEBRUARY 20. 2024 -I REVI5ION5: CHECKED BY: JOB #1116 5HEET 4 OF 5 GENERAL NOTES N 5: 1. ALL WORK SHAL COMPLY WITH THE 2021 OR56 4 2022 0556 2. THE CONTRACTOR 15 RESPONSIBLE TO CHECK THE PLANS AND SITE CONDITIONS AND TO NOTIFY THE DE516NR OF ANY FR. R5 OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 3. WRITTEN DEMEN510145 HAVE PRECEDENCE OVER SCALED DEMENSION9. 517E WORK: 1. REMOVE TOP 501L AND ORGANIC MATERIAL FROM THE BUILDING SITE, 5TOCKPILIN6 R IF POSSIBLE, FOR USE IN FINAL GRADING. 2. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL A5 REWIRED TO MAINTAIN THE REOtlUIRED DEPTH BELOW FINISH GRADE. S. CONCRETE SLABS TO BE 4, 2,500 P51 AT 28 DAYS NTH CONTROL JOINTS AT 5O.G. IN CONCRETE SIDEWALKS. 4. FINISH 6RADE5 ARE TO REMAIN AT LEAST 8" BELOW WOOD 50I1,16. S. GROUND UNDER BUILDING SHALL BE SLOPED TO A LOW POINT AND AN UNDERFLOOR DRAIN INSTALLED TO FROV IDE DRAINAGE FROM THE AREA UNDER THE BUILDING (R-309.4) 8. AN APPROVED DRAINAGE SYSTEM SHALL BE PROVIDED AROUND CONCRETE OR MASONRY FOUNDATIONS ENCLOSING, HABITABLE SPACES BELOW GRADE. (R-305.3) 1. THE GRADE AWAY FROM THE FOUNDATION WALLS SHALL FALL A MINIMUM OF b" WITHIN THE FIRST 10', EXCEPT AS RESTRICTED BY LOT LINES WHERE THE MINIMUM FALL SHALL BE b" REGARDLESS OF HORIZONTAL DISTANCE AVAILABLE. (R-301.3) FOUNDATION -- 1. ALL CONCRETE TO HAVE A MINIMUM COMPRESSIVE OF 2,500 P51 AFTER 28 DAYS. 2. ALL REINFORCING STEEL TO BE A-615 GRADE 40. 3 PLACE ALL REINFORCING AS PER A.C.I. CODES AND STANDARD5. 4 LAP ALL CONTINUOUS BARS 5. PROVIDE MINIMUM 16" CLEARANCE UNDER 61RDER5 AND/OR FLOOR J015T5. 6. COVER ENTIRE DRAWL SPACE WITH 6 ML BLACK '1/15GEUEEN' LAPPED 12" MIN. AND EXTEND UP FOUNDATION WALL TO FASTEN TO TOP OF FOOTING. 1. PROVIDE A MINIMUM OF ONE (1) SQUARE FOOT OF NET VENTILATION AREA FOR EACH 150 50UARE FEET OF CRAWL SPACE AREA VENTS TO HAVE 1/4" MAX OPENING IN CORRO5NE RE515TANT SCREEN. 8. ALL WOOD IN CONTACT WITH GONGRETE TO BE PRr--WRE TREATED OR PROTECTED WITH SO- ROLL ROOFING. 9. MUD SILL TO BE 2 X PRE55URE TREATED WOOD WITH 1/2" DIA. X 10" ANCHOR BOLTS AT 6' - O" O.G. WITH MINIMUM OF TWO (2) BOLTS PER PIECE OF PLATE OR SILL AND ONE (1) BOLT WITHIN 12" OF ENDS. 10. WATERPROOF 5A5 ENT WALLS BEFORE BACKFILLING, PROVIDE 4" PERFORATED DRAIN TILE BELOW THE TOP OF FOOTING. 5. SOIL BEARING PRESSURE 15 ASSUMED TO BE 1,500 P5F. 6. NAILING 5CHE)ULE AS PER TABLE 2304.4.1 TYPICAL PLYWOOD NAILING WITH ed AT 6" O.G. AT EDGES AND 12" O.G. ON INTERIOR UNLESS NOTED OTHERWISE ON THE FLOOR PLANS. 1. DECK AND BALCONY GUARDRAILS TO BE 36' HIGH (MIN.) WITH MAXIMUM OFRNIN15 SPACES 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. (R-214,2) 8. PROVIDE METAL TRU55 AND RAFTERTIE DOWN5 5UGH AS "SIMPSON" H-1 TIE AT TOP PLATE, OR EOUNALENT (TYF.) 9. ALL METAL IN CONTACT WITH PRESSURE -TREATED WOOD SHALL BE GALVANIZED/PROTECTED FROM CORROSION PER R311.3 IN5ULATION 4 ENERGY MEA5URE5: 1. EXCEPT WHERE NOTED IN PLAN5, PROVIDE A MINIMUM INSULATION VALUE ACCORDING TO ORSC TABLE N1101.1 AND USE ADDITIONAL MEASURES 113, AND ITEM •D, AS FOLLOWS: FLAT CEILINGS ....................... ____ -___ ___._.._R-49 BLON N/BATT VAULTED CEILINGS_ - ............................................R-30 H.P. BATT EXTERIOR HEATED WALLS...................................R-21 H.D. BATT HEATED ROOM FLOORS ..........R-58 BATT CONIC. SLAB FLOOR PERIMETER ......................R-19 RIGID INSULATION DUCTING .................... ......_.___... _........_......._...__..R-8 MINIMUM NATURAL 6A5/PROPANE WATER HEATER WITH UEF 0.85 OR ELECTRIC HEAT RUMP WATER HEATER TIER 1 NORTHERN CLIMATE 5PECYIFICATION PRODUCT 2. PROVIDE INLSULA770H BAFFLES AT ROOF VENTS UNDER EAVES. 9. PROVIDE A TOTAL OF 1/300 OF ATTIC AREA VENTILATION WITH 50% AT THE CORNICE AND 50% AT RIDGE OR SABLE VENTS. 4. ALL EXTERIOR WINDCW5 TO BE DOUBLE GLAZED WITH A U -FACTOR NO GREATER THAN U-050 TABLE N1101.1(2) 5. ALL EXTERIOR DOORS. OTHER THAN MAIN ENTRY, TO BE SOLID GORE, F EATHERSTRIPPED, AND HAVE A U -FACTOR NO GREATER THAN 0.20. 6. ALL &LAZED EXTERIOR DOORS TO HAVE A U -FACTOR NO GREATER THAN U-0.40. 1. A MAXIMUM OF 28 5GUARE FEET OF EXTERIOR DOOR AREA PER. DWELLING UNIT CAN HAVE A PER U -FACTOR 0.54 OR LE55 8. PROJECT TO INCLUDE 75 PERCENT OF PERMANENTLY INSTALLED LI&HTIN6 FIXTURES A5 CFL OR LINEAR FLUORESCENT OR A MIN EFFICACY OF 40 LUMENS PER WATT, 9. PROVIDE APPRVD. VAPOR BARRIER ON WARM 5112E OF INSULATION. 10. CAULK OR 5EAL JOINTS AT ALL EXTERIOR OPENINGS. MISGEL.LP.NEOU5: 1. ALL IN NDOW5 WITHIN 18" OF FLOOR OR WITHIN 12' OF DOORS ARE TO BE TEMPERED. 1/2' GYP. ESRD. W/ DRYWALL FINISH OVER APPRw-VAPOR BARRIER - 11Z MIN. OFF LONG. SLAB (TYF) - Vtb- MIN.) HOR1Z. LAP SIDING W/ 6 REVEAL OVER TYVEKE' BUILDING '116Po 5.8 9HLF.A-Re OR NOTE: OPTIONAL W1b' (MIN.)T-1-11 1 YI SIDING OPTION MAY BE Ue5di ELEVATION DRAWINGS 2Xb WALL* 16'OL. W/R-THD. BATT INSUWLAiION (M) 2 X b BOTTOM PLATE ~2X6 ANCHOrZ BOLT SILL W/1/2'DA R BBOLT m 6' - 0'- -IN. OF (2) BOLTS PEA PIECEP ORSILLN;NI LL n (I) BOLT N 1 1LATE T OF END 2. ALL SHOWER AND TUB ENCLOSURES ARE TO HAVE SAFETY 6LAZIN6. e. PROVIDE 1/2" MOISTURE PROOF SYFSUM BOARD AROUND TUB GARPENTRY: AND SHOWER. 1. WOOD FRAMNG MEMBER GRADES ARE A5 FOLLOWS UNLE55 4- ALL SHOWERS SHALL BE EGUIPPED WITH CONTROL VALVES IN OTHERWI5E NOTED ON THE PLANS: ACCORDANCE WIT( ASSE 1016 LISTED IN SEC. 5-25,2313. TOP LIMPACTID GRAVEL FILL (TYP) 5. SHOVER HEADS SHALL BE LIMITED TO A MAXIMUM FLOW RATE POSTS, BEAMS, HEADERS.. _NO. 2 D.F. PER HEAD TO 2.5 G.P.M. JOISTS, AND RAFTERS 6. MINIMUM WATER PR5Z6URE SHALL BE 40 PSI - MAXIMUM PLATES BLOCK ING_......._.._......._._......_..__.NO. 2 D.F. PRESSURE 60 P51, OVER 80 PSI, INSTALL PRESSURE -REDUCING BRIDGING, ETC. VALVE. .............._._...__........................... NO. 2 D.F. 1. WATER HEATERS MUST BE PROVIDED WITH EITHER COMBINATION IR SEPARATE PRTSSURE/1EMPERATURE-RELIEF VALVES THAT SOIL (12' MIN. BELOW FLASH GRADE) COMPLY WITH ALL THE REOVIREMENTS OF SEPARATE PRESSURE ALL EXTERIOR SHEATHING...........................24/16 SPAN RATING PLYWOOD ANDTEMPERATURE-RELIEF VALVES. THE DISCHARGE PIPE SHALL CROSS SHEATHING NOT BE SMALLER THAT THE RELIEF -VALVE OUTLET, SHALL NOT BE TRAPPED, AND SHALL TERMINATE WITH AN AIR GAP INTO A 2 X Tib._........................................................... .NO. D.F. PLUMBING FIXTURE, FLOOR DRAIN, OR OTHER SUITABLE POINT OF DISCHARGE SUB -FLOOR DEGKN6..............................""" 3/4" CDX PLY. G1-LED/5GREWED 8 PROVIDE 30" MIN. WIDTH, 21" MIN. CLEARANCE IN FRONT OF TOILET PROVIDE MIN. 4• CLEARANCE AT SIDE AND 21" CLEARANCE AT FRONT OF LAVATORY. CLEARANCE IN FRONT OF TUB/SHOYBR TO 2. UNLE55 OTHERWI5E NOTED ON PLANS, ALL EXTERIOR WINDOW AND BE 24". DOOR HEADERS ARE 4 X 6 NO. 2 D.F. W/2" RIGID INSULATION. q EACH BEDROOM TO HAVE A MINIMUM WINDOW OPENING OF 5.7 3. PROVIDE DOUBLE STUDS UNDER ALL OVERHEAD BEAM/GIRDER TRUSS 5MARE FEET NTH A MINIMUM WIDTH OF 20" AND A MINIMUM TYPE BEARING LOCATIONS (TYF.) HEIGHT OF 24". THE SILL 15 TO BE NO MORE THAN 44" OFF THE FLOOR AS PER CODE R-2102. 4. DESIGN LOAD -5: 10. PROVIDE ELECTRICAL FAN IN BATHROOM VENTED TO OUT5IDE. ROOFPSP • DRIFT (SNOW LOAD) 11. RANGE HOOD5 SHALL BE VENTED TO THE OUTSIDE BY A SINGLE- ..................................................20 WALL PIPE HAVING P' CLEARANCE FROM 00MBV5TIBLE5. FLOOR ._......... .... ..._......_.__._...._....40 PSF (LIVE LOAD) 12. PERMITS FOR ALL ELECTRICAL WORK SHALL BE OBTAINED FROM STARS.....................................40 P5F (LIVE LOAD) THE STATE. COUNTY, OR GnY. DECKS _.60 PSF (LIVE LOAD) 13. CABINET ELEVATIONS ARE NOT GENERALLY 5HOWN ON THE PLANS. 14. MAINTAIN ADEGIUATE DRAINAGE FROM ALL 50E5 OF THE HOUSE TO THE STREET. 1/2' GYP. ESRD. W/ DRYWALL FINISH OVER APPRw-VAPOR BARRIER - 11Z MIN. OFF LONG. SLAB (TYF) - Vtb- MIN.) HOR1Z. LAP SIDING W/ 6 REVEAL OVER TYVEKE' BUILDING '116Po 5.8 9HLF.A-Re OR NOTE: OPTIONAL W1b' (MIN.)T-1-11 1 YI SIDING OPTION MAY BE Ue5di ELEVATION DRAWINGS 2Xb WALL* 16'OL. W/R-THD. BATT INSUWLAiION (M) 2 X b BOTTOM PLATE ~2X6 ANCHOrZ BOLT SILL W/1/2'DA R BBOLT m 6' - 0'- -IN. OF (2) BOLTS PEA PIECEP ORSILLN;NI LL n (I) BOLT N 1 1LATE T OF END . 2 X 4 WALL WRX 571105 m 12" O.G STAGGERED 24'OG EPLH P 2 6 SP PLATE CONT. FROM M L L.. e LAG, y T TO UPPER BOTTOM TRU55 PLATE / AP120 P Nc` AATTLL SW `U 9 (TYP))� + LAYER a-'ttPE'X- GYP BOARD A-13 R I.TION HEAT ESRD. CONT. E1TE �MMETAL HSA AREAS W/ A ININI F GALVI C__ STUDS AT 24" 135' TYPE 5" DRYYWLL SCREW frYP) WHIR FCA 60-03 4- THICK CONG. SLAB FOOTING OVER PNGHOR BOLT m b' -O' O.G. W/MIN. -_ OF(2) BOLTS PER PIECE PLATE TOP LIMPACTID GRAVEL FILL (TYP) ORSILL n (1) BOLT WITHIN I2' OF BVD5 6 MIL BLACK POLY VAPOR BARRIER 4• THICK GONG. SLAB/FOOTNG OVER OVER TOP COMPACTED GRAVEL FILL. I TOP COMPACTED GRAVEL FILL (Tyr) X 24" DEEP (MIN) MONOI.TTHIG LONG. 2• R -1B RIGD INSULATION BRD. CONT. SLAB FOOTING NTH (2) •4 BARS LOUT_ m 3' OFF -NO AND FROM SIDES GALPVMIZED MMErALHAREAS W/ - FOOTING TO BEAR ON :MDSTURBED Note For'nfr:oatian o111C and STC (ratings `or Assembly B, SOIL (12' MIN. BELOW FLASH GRADE) . 2 X 4 WALL WRX 571105 m 12" O.G STAGGERED 24'OG EPLH P 2 6 SP PLATE CONT. FROM M L L.. e LAG, y T TO UPPER BOTTOM TRU55 PLATE / AP120 P Nc` AATTLL SW `U 9 (TYP))� + LAYER a-'ttPE'X- GYP BOARD -­ - 3-W/DRYWALL FINS. OVER APPRw. VPPOR BARRIER- 1/2MIN. OFF GONG. SLAB (YYP) - (TYPJ HORZONTAL LAP SONS OVER APPRw. TYVEKS' BUILDING WRAP OVERTMOP AwPPROVm 5TRUGNRAL NOTE:O V16'(MIN.)T-1-11 SIDING OPTION MAY DE USm-SEE ELE /ATON DRAYVING9 (MIN) N ATTTL BAr_I .,"ON IT-) 2 X 4 (MIN.) BOTTOM PLATE 2- FT MUD51LLW/1/TDIAX10' PNGNOR BOLT m b' - O" OL. W/ MIN. OF (2) BOLTS PER FIEGE OF PLATE OR SILL ¢ (1) BOLT WITHIN 12" OF END TOP GLOM°P°ALTED GRAVEL FILL (�TYPERI 6 MIL BLACK FOLY VMCIR BARIUM OVER TOP COMPACTED 6RAVEL PILL 12' % iB' (MIN.) MONOLITNIG GONL. ®LAB F 6. NTN AND BARS LOES 3' OFFF AND GROUND PFROM SIDES - FOOT NG TO BEAR ON UND5TURBW SOIL (1T MIN. BELOW FINISH GRADE) DETAIL: F-1 SCALE"'2 DETAIL: F-.2 "A`""'2"-" DETAIL : F-5 SCALE to r -o 12" X 24" DEEP (MN) MONOLITH7=O;_- VI/ . 1T X 24- DEEP (MIN) MONOIJTHIC CONC. FTN&, 17 X 20" DEEP (MIN) MONOLITHIC GONG R-13 RIGID INSUL. AND 2 X 6 WALL W/ R-13 RGID W.L. AND 2 % 6 EXIFAIOR MALL FTN&- WIT(2 x 4 MIND EXTERIOR WALL - FIBERGLASS COMP. SHINGLES ON SO- A5. FELT OVER 1/T GO -X PLY. OR 7/16. OGB, -a ROOF _ SHEATHING -1" RI6D INSULATION BAFFLE J MF61I7. FLAT CEILING TRUSSES m 24' O.C. W/2X 6 TAIL! R< BATT S HIPSON H-1 HURR -E TIE m EACH TR155 END 2 X BLOCKN6 W/ (3) 2" DIA. SCREEN- HOLES m B" O.G. ALTERNATE VENT BLGGKIN6 EVERT oTHeR rRu55 BAr rIw_) - 1 X 2 TRIM (CONT.) 3' OGEE GUTT73t ON 2 X B FASCIA W/ �I^PN SPOUT 2 X B DOUBLE TOP PLATE 1/T CMILN6 GYP. BRD. m 24" O.G. 2X b - INE m t /R-23M16H DENSITY BATT N5I R- - (TYP) 5/8" T-1-11 SIDING OVER APPRw. iYVBCS" GUIDING WRAP OVER TOP A"ROVm STRUCTURAL SHIN. (TYF) ReS_ GYP. ESRD. m 16 O L. NOTE ADD 51MFSON A3 CLIP TO ALL TRUESE5 WffHNF-o-1 OF CORNEI`G E WALLS (7YP.) 1IBER6LA55 COMP. SHINGLES ON 3O• A. FELT OVER 1/2' LD -X PLY. OR "" 0.5.5. TYPE ROOF SHEATHING 2 X 10 •2 D.F. RAFTStS m 24. OL. SIMFSON H-1 HURRICANE TIE m EACH RAFTER END (I-) 2 %BLOCKING W/ M) Y - ECREBNm HOLES m 6. O.G. ALTERNATE VENT. -TINS -OTHER TRUrh BAY (TYP.) 1 X 2 TRIM (CONT) 3. OGEE GUTTER ON 2 X 8 FASCIA W/ DOWN SPOUT 2 X 6 DOUBLE TOP PLATE 2 X 6 WALL m 16.O.G. mYr) r-) SIE, T-1-11 EYING OVER PRw.'TYEK5- BUILDXNG Ym2PF O✓B2 TOP AFPROVm 5TRUGTURM_ EHEATHING (TYP) . 3/4• (MIN,) T,0 PLYWOOD DECKNG 6Wm AND NAILED (TY'.) TYP. FL. JOST m 16" OR W/ �JBLE 2X HDR. m END (TYP.) (3) 2 x 12.1 DF. STAIR JACKS W/ AS CLIP UPPER END AT / (2) 2 X 8 (MIND UPPER HEADER ABOVE -HER 2 X 12 TREADS - ®/4• GD-% PLYWOOD_ EACH RSER FADE 1/2• GYP. BOP W/ DRYWALL'NON - m 1 -4-1 WALL 6' O G. (OPTIONAL/ r= 2 x 4 KCKER PLATE (B) 167 GAL. NAL (MIN) ��TAIL : E-2 SGN.E"'2C� DETAIL : 5-1 MFGRD. FLAT CBJLIN6 TRUSSES WITH ¢ OGEE 6UrT-R (SEE 'GABO" R-213.11 - - K"embly B -(1) LArBx 5/B" TYPE 'X" GYP BOARD OTHER SIDE SLRFIM£D TO R. CHANNEL I TH 1' TYPE "5' DRYWALL SGRBNS m T OG. ATTACH R. CHANNEL TO 3 x a `ntert k WR FCA 60-01 C__ STUDS AT 24" 135' TYPE 5" DRYYWLL SCREW frYP) WHIR FCA 60-03 -2X6 P.T. MUD SILL W/ 1/2• DIA X 10• PNGHOR BOLT m b' -O' O.G. W/MIN. -_ OF(2) BOLTS PER PIECE PLATE PFS FA -1 ORSILL n (1) BOLT WITHIN I2' OF BVD5 MCAS ESR 1153 4• THICK GONG. SLAB/FOOTNG OVER I TOP COMPACTED GRAVEL FILL (Tyr) ~� 2• R -1B RIGD INSULATION BRD. CONT. GALPVMIZED MMErALHAREAS W/ Note For'nfr:oatian o111C and STC (ratings `or Assembly B, 6 MIL BLACK POLY VAPOR BARR:ER (III OVER TOP COMPACTED GRAVEL FILL L IT % 24• DE8 (MN) MONOLITHIC LONG. SLAG FOOTING WITH (2) •4 BMS CONT. " OFF 6R01ND AND FROM SIDES �- FOOTING TO BEAR ON UNOISN w SOIL (12' MIN. BELOW FINISH GRADE) -­ - 3-W/DRYWALL FINS. OVER APPRw. VPPOR BARRIER- 1/2MIN. OFF GONG. SLAB (YYP) - (TYPJ HORZONTAL LAP SONS OVER APPRw. TYVEKS' BUILDING WRAP OVERTMOP AwPPROVm 5TRUGNRAL NOTE:O V16'(MIN.)T-1-11 SIDING OPTION MAY DE USm-SEE ELE /ATON DRAYVING9 (MIN) N ATTTL BAr_I .,"ON IT-) 2 X 4 (MIN.) BOTTOM PLATE 2- FT MUD51LLW/1/TDIAX10' PNGNOR BOLT m b' - O" OL. W/ MIN. OF (2) BOLTS PER FIEGE OF PLATE OR SILL ¢ (1) BOLT WITHIN 12" OF END TOP GLOM°P°ALTED GRAVEL FILL (�TYPERI 6 MIL BLACK FOLY VMCIR BARIUM OVER TOP COMPACTED 6RAVEL PILL 12' % iB' (MIN.) MONOLITNIG GONL. ®LAB F 6. NTN AND BARS LOES 3' OFFF AND GROUND PFROM SIDES - FOOT NG TO BEAR ON UND5TURBW SOIL (1T MIN. BELOW FINISH GRADE) DETAIL: F-1 SCALE"'2 DETAIL: F-.2 "A`""'2"-" DETAIL : F-5 SCALE to r -o 12" X 24" DEEP (MN) MONOLITH7=O;_- VI/ . 1T X 24- DEEP (MIN) MONOIJTHIC CONC. FTN&, 17 X 20" DEEP (MIN) MONOLITHIC GONG R-13 RIGID INSUL. AND 2 X 6 WALL W/ R-13 RGID W.L. AND 2 % 6 EXIFAIOR MALL FTN&- WIT(2 x 4 MIND EXTERIOR WALL - FIBERGLASS COMP. SHINGLES ON SO- A5. FELT OVER 1/T GO -X PLY. OR 7/16. OGB, -a ROOF _ SHEATHING -1" RI6D INSULATION BAFFLE J MF61I7. FLAT CEILING TRUSSES m 24' O.C. W/2X 6 TAIL! R< BATT S HIPSON H-1 HURR -E TIE m EACH TR155 END 2 X BLOCKN6 W/ (3) 2" DIA. SCREEN- HOLES m B" O.G. ALTERNATE VENT BLGGKIN6 EVERT oTHeR rRu55 BAr rIw_) - 1 X 2 TRIM (CONT.) 3' OGEE GUTT73t ON 2 X B FASCIA W/ �I^PN SPOUT 2 X B DOUBLE TOP PLATE 1/T CMILN6 GYP. BRD. m 24" O.G. 2X b - INE m t /R-23M16H DENSITY BATT N5I R- - (TYP) 5/8" T-1-11 SIDING OVER APPRw. iYVBCS" GUIDING WRAP OVER TOP A"ROVm STRUCTURAL SHIN. (TYF) ReS_ GYP. ESRD. m 16 O L. NOTE ADD 51MFSON A3 CLIP TO ALL TRUESE5 WffHNF-o-1 OF CORNEI`G E WALLS (7YP.) 1IBER6LA55 COMP. SHINGLES ON 3O• A. FELT OVER 1/2' LD -X PLY. OR "" 0.5.5. TYPE ROOF SHEATHING 2 X 10 •2 D.F. RAFTStS m 24. OL. SIMFSON H-1 HURRICANE TIE m EACH RAFTER END (I-) 2 %BLOCKING W/ M) Y - ECREBNm HOLES m 6. O.G. ALTERNATE VENT. -TINS -OTHER TRUrh BAY (TYP.) 1 X 2 TRIM (CONT) 3. OGEE GUTTER ON 2 X 8 FASCIA W/ DOWN SPOUT 2 X 6 DOUBLE TOP PLATE 2 X 6 WALL m 16.O.G. mYr) r-) SIE, T-1-11 EYING OVER PRw.'TYEK5- BUILDXNG Ym2PF O✓B2 TOP AFPROVm 5TRUGTURM_ EHEATHING (TYP) . 3/4• (MIN,) T,0 PLYWOOD DECKNG 6Wm AND NAILED (TY'.) TYP. FL. JOST m 16" OR W/ �JBLE 2X HDR. m END (TYP.) (3) 2 x 12.1 DF. STAIR JACKS W/ AS CLIP UPPER END AT / (2) 2 X 8 (MIND UPPER HEADER ABOVE -HER 2 X 12 TREADS - ®/4• GD-% PLYWOOD_ EACH RSER FADE 1/2• GYP. BOP W/ DRYWALL'NON - m 1 -4-1 WALL 6' O G. (OPTIONAL/ r= 2 x 4 KCKER PLATE (B) 167 GAL. NAL (MIN) ��TAIL : E-2 SGN.E"'2C� DETAIL : 5-1 MFGRD. FLAT CBJLIN6 TRUSSES WITH ¢ OGEE 6UrT-R (SEE 'GABO" R-213.11 - - K"embly B 1.48124 tougueand-groove, span -ratted s°Ieathilg (Exposure 1), gloeu with a subnor• adhesive and nailed. `ntert k WR FCA 60-01 2- Two layers 3`a" Type X gypsum board complying with ASTM C36 WHIR FCA 60-03 or two layers of A" Type C gypsum board. 3. T10joist PFS FA -1 4. Resilient chalnals (optional)* '7 MCAS ESR 1153 6ptlonal:MinimumW-thicliglassfiber ilsolationo- Y ~ non-combustible insulation, rated R-30 or less-" `Resilient ohalmlels are rehalred when insulation Is used. Note For'nfr:oatian o111C and STC (ratings `or Assembly B, see Sound PerhumaeeeofTiusleist8 flit Jais'tFite Rated Run, Assemblies, TI -4035 - T orn:+ FeatureG UL U3 1 hr. 52 5-1/4" Wood Stud (Loaf-bea: tng) Interior Partitions Soard Test. SA -830702 • Gypsum Board- USE 5HEETROGKS BRAND PRECODES TYPE X - 5/8" - OR SIMILAR, 1/8" SUPER STUD 25 GA. FURRING CHANNELS INSTALLED HORIZONTALLY 5PACED 24" O.G. Wood Studs -2 tn. x 4'n. wood studs spaced max. 16'n. CC Baps and Blankets -W _T. 5s'th':km feral woo batts or glass rber lsulal,cn • Gypsurn Board- USG 5HEETROCK0 BRAND FIRECODE8 TYPE X - 5/5' -OR SIMILAR. UL U379 1 hr. VA 6-3/4" Wood Stud (Load-bearilg) Exterior Walls NOTE: EXTERIOR SIDE OF FIRE ASSEMBLY TO HAVE AN ADDITIONAL LAYER OF 1/16" OSB SHEATHING • Gypsum Board -U56 5HEETROGK6 BRAND FIRECODES, TYPE X - 5/8" -OR 51MILAR. • Wood Studs -2'n. x 6 -1. W03d a gds spaced 16 -n. CC max. effectively braced Non -load-bearing Wall Pareiiwl Intersection -Mil. nam-na,, 2 im tKck % 4 -n. the% studs nailed together and fastened to ones de of the midmcm 2,n. thO x 6 n. thick stud • Gypsum Board -1 5HEETFtOS" BRAND FIRECODEE, TYPE X - 5/e" -OR 51MILAR. Y O r � v � r O i0 LL m pz � W o0 IL J W A o z i� CL W 04 f m IL a ry K W of 7 to V WI �luEo PRO p,,. ��9 Qi�GINEF'P i0 of ru ti 7 1023 02393 -OREGb�N, MAYa9,2 " �MMON 0 4V EXPIRES: 12-31-2024 FINAL PLAN THESE DRAWING5 ARE THE PROPERTY OF: "LUKE DEVON5" AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WTH THE PROPER WRITTEN PERM15510N OF LUKE DESIGNS, INC. DATE: FEBRUARY20.2024 REVISED: I DRAY K BY: MONY LUKE ( CHKT7 BY: I JOB #1116 1 5 OF 5