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Yelm Creek Estates Lot 9 Plan 2052-2 Final StampedThese plans are copyrighted in accordance with federal statutes. Payment of use fee is due Level Design, LLC prior to construction for each structure built from these plans. Reproduction by any method of all, part or variations thereof without written permission from Level Design, LLC is expressly prohibited. These drawings and all prints therefrom remain the property of Level Design, LLC14611 S Yakima Ave. Tacoma, WA 98405 PHONE: 253.284.3170 Level design, llc.– – – – × × RAINIER CAPITAL GROUP LLC YELM CREEK ESTATES PLAN 2052-2 PN# 85820000900 LOT 9 *NOTE� 5UILDING AIR LEAKAGE- TEST REQUIRED AS PER 2018 WSE=C R402.4.1.2 DUCTS -DUCTS SMALL 5E LEAK TESTED IN ACCORDANCE WITH WSU RS -33 PER 2018 WSEC 8403.3.3 -DUCTS, AIR HANDLERS, FILTER 5OXE5 SHALL 5E SEALED AS PER MI(oO1.4.1-R403.3.2.1 2018 WSEG 2018 IRC 8311.3 FLOOR AND LANDINGS AT EXTERIOR DOORS. THERE= SHALL 5E A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL 5E NOT LESS THAN THE DOOR SERVED. LANDING SMALL HAVE A DIMENSION OF NOT LESS THAN 36" (914MM) MEASURED IN THE DIRECTION OF TRAVEL. THE SLOPE AT EXTERIOR LANDING SMALL NOT EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT) *DRYER VENT* 2018 IRC M1502.4.6 LENGTH IDENTIFICATION. WHERE THE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FEET (10 6(o8 MM), THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL 5E IDENTIFIED ON A PERMANENT LA5EL OR TAG. THE LA5EL OR TAG SHALL BE LOCATED WITHIN (o FEE (1829 MM) OF THE EXHAUST DUCT CONNECTION 2018 IRC R 303.E INTERIOR STAIRWAYS SHALL 5E PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL 5E CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVEL OF NOT LESS THAN 1 FOOT-CANDLE (II LUX) AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL 5E A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. 2018 IRC R 311.7.9 ILLUMINATION STAIRWAY SHALL BE PROVIDED WITH IN ACCORDANCE WITH SECTION 8303.7 4 8303.8 1 i m R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION. OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL 5E IN ACCORDANCE WITH SECTIONS 8302.5.1 THROUGH 8302.5.3, 8302.5.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 a INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 a INCHES (35 MM) THICK, O8 20 -MINUTE FIRE -RATED DOORS, EQUIPPED WITH A SELF-CLOSING DEVICE. 8302.5.2 DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL 5E CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE. 8302.5.3 OTHER PENETRATIONS. PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION 8302.6 SHALL 5E PROTECTED AS REQUIRED 5Y SECTION 8302.11, ITEM 4 8302.6 DWELLING -GARAGE FIRE SEPARATION. THE GARAGE SHALL BE SEPARATED AS REQUIRED 5Y 7A5LE 8302.6 OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM 50ARD SHALL COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION PROVISIONS OF TA5LE 8302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR THE THE ADJACENT DWELLING UNIT WALL. 8302.7 UNDER -STAIR PROTECTION. ENCLOSED ACCE55I5LE SPAGE UNDER STAIRS SHALL HAVE: WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH z INCH (12A MM) GYPSUM BOARD, PLEA5E REFER TO 5NEET 1/4 FOR ENERG'' CREIDIT FROP05ED UNDER THE 2018 WA514INGT0N &TATE ENERGY CREIDIT-TABLE 8406.3 g09OW Ll0WNER' SUITE 14'-O°X15'-0" ® N I IOV SSD DL (VTO) 2 N UTILITY �° 9'-6"X5'-6" AT IC LEI&AF LOFT 12'-011X16'- , SIM 3'-0" 1 214o" 50401 XO i SIM o� 6O"x32" N T/S UPPER FLOOR PLAN 4'-4° 4'-4" 36' -0" OI Lu 0 3040 5H O 2'-4" 1 2'-1011 r R/S Fla "I -PASS R/S 4068 51-PA55 110V SSD 5'-0" 15'-2" 5'-0" © 2021 Level Design, LLC. SCALE: 1/4" =1'-0" PROVIDE 1-1RE5LOC<NG AS REQUIRED (SEE NOTES ON SKEET 1) UJINDOUJ LEADERS AT ABOVE SUB F:LOOK, U.N.O. EXTERIOR WALLS TO ESE 2X& AT 1(o" O -C., UN_O. - INTERIOR PARTITIONS TO E 3F 2X4 AT fro" O.C. (2Xro �@ FLLUME 31NG WALLS) U -N-0- - PROVIEDE SUPPLEMENTAL JOISTS/E�)LOCKING 5ELCUJ 5F4EAR WALLS AS INDICATED ON F:RAMINe PIAN PROVIDE 13O) -1p HRAMING EQUAL TO THE WIDTH OF- TLE MEMF3FR EYEING SUPPORTE�) SMOKE DETECTORS VENTILATION REQUIREMENTS 07 1=-�C TABLE M1505,4.4 O E IDROOM 2 d x 10140"XI-6" CARBON MONOXIDE ALARMS LH 8315.5 POWER SOURCE, CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER 25 CFM CONTINUOUS LH r Fla "I -PASS R/S 4068 51-PA55 110V SSD 5'-0" 15'-2" 5'-0" © 2021 Level Design, LLC. SCALE: 1/4" =1'-0" PROVIDE 1-1RE5LOC<NG AS REQUIRED (SEE NOTES ON SKEET 1) UJINDOUJ LEADERS AT ABOVE SUB F:LOOK, U.N.O. EXTERIOR WALLS TO ESE 2X& AT 1(o" O -C., UN_O. - INTERIOR PARTITIONS TO E 3F 2X4 AT fro" O.C. (2Xro �@ FLLUME 31NG WALLS) U -N-0- - PROVIEDE SUPPLEMENTAL JOISTS/E�)LOCKING 5ELCUJ 5F4EAR WALLS AS INDICATED ON F:RAMINe PIAN PROVIDE 13O) -1p HRAMING EQUAL TO THE WIDTH OF- TLE MEMF3FR EYEING SUPPORTE�) SMOKE DETECTORS VENTILATION REQUIREMENTS 07 1=-�C TABLE M1505,4.4 NSTALL SMOKE DETECTORS WHERE INDICATED OSD ALL SMOKE DETECT012 RECEIVE THERE POUJER F-ROI"1 TLE PE�IMARY APPLIED TO THE GARAGE SIDE AND INTERCONNECTED PER 831,4.4 4 R314.ro CARBON MONOXIDE ALARMS 1 8315.5 POWER SOURCE, CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER 25 CFM CONTINUOUS FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, E34THROOMS/TOILET ROOMS/ WHE=RE PRIMARY POWER IS INTERRUPED, SHALL BECEIvE POWER FROM A 5ATTERY. WIRING SHALL O C/M 5E PERMANENT AND WITHOUT A DISCONNECTING SWITCH, OTHER THAN THOSE REQUIRED FOR OF 50 CFM INTERMITTENT OR 20 OVERCURRENT PROTECTION, ENTRY PORCH: EXCEPTIONS: Sp_ 1. CAR50N MONOXIDE- ALARMS SHALL 5E- PERMITTED TO 5E- 5AT7ERY OPERATED WHERE 120 INSTALLED IN 5UILDING5 WITHOUT COMMERCIAL POWER. VENTILATION SCHEDULE VENTILATION REQUIREMENTS 07 1=-�C TABLE M1505,4.4 SYMBOL NOT LESS 1/2 INCH GYPSUM OR EQUIVALENT EXHAUST RATES APPLIED TO THE GARAGE SIDE KITCHENS (V.T.0) 100 C7M INTERMITTENT OR 1 UPPER 7LOOR: 25 CFM CONTINUOUS 51-. E34THROOMS/TOILET ROOMS/ MECHANICAL EXHAUST CAPACITY 2 LAUNDRY ROOM (V.T.0) OF 50 CFM INTERMITTENT OR 20 SF_ ENTRY PORCH: C1 -M CONTINUOUS VENTILATION RATE 708 WHOLE HOUSE 7AN TO BE roO CFM PER TABLE M1505.4.3(1) INDOOR AIR QUALITY HVAC CONTRACTOR TO SPECIFY LOCATION. un i AREA SUMMARY MATERIAL N I NOT LESS 1/2 INCH GYPSUM OR EQUIVALENT FROM THE RESIDENCE AND ATTICS APPLIED TO THE GARAGE SIDE MAIN 1-L00K: X49 SF_ UPPER 7LOOR: 1203 51-. TOTAL: 2052 51-, GARAGE: 377 SF_ ENTRY PORCH: 55 Sp_ PATIO: 120 5p- c � +a-) m o c m 0 +� U >+ > i cn J (D 2E cn N 6 O O i CN +. N N Q O ��-0 p+. U _ QQ O❑cz i AREA SUMMARY MATERIAL N I NOT LESS 1/2 INCH GYPSUM OR EQUIVALENT FROM THE RESIDENCE AND ATTICS APPLIED TO THE GARAGE SIDE MAIN 1-L00K: X49 SF_ UPPER 7LOOR: 1203 51-. TOTAL: 2052 51-, GARAGE: 377 SF_ ENTRY PORCH: 55 Sp_ PATIO: 120 5p- MAIN FLOOR PLAN © 2021 Level Design, LLC. SCALE: 1/4" =1'-0" ALL DOOR/UJINDOUJ HEADERS TO BE 4X10 D7"2 AT 2xr BEARING UJALLS , U.N.O., G '-0" MAX. SPAN ALL DOOR/UJINDOUJ LEADERS TO BE 4X10 DP#2 AT 2x4 BEARING UJALLS, U.N.O., (o' -O" MAX. SPAN UJINDOUJ LEADERS AT �'-8" ABOVE SUB 1 -LOOK, U.N.O. PROVIDE EIREBLOCKING AS REQUIRED (SEE NOTES ON SLEET 1) EXTERIOR WALLS TO ESE 2Xro AT fro" (MAX.) O -C. U.N.O. INTERIOR PARTITIONS TO BE 2x4 AT 1(o" O.C. (2X(o 'S PLUMBING WALLS, U.N.O.) DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE MIN. 2G GAGE STEEL PROVIDE SOLID FRAMING EQUAL TO THE UJIDTH OF THE ME1 ISER BEING SUPPORTED (U_N-C-) TABLE 302.6 DWELL ING-GARAGR SEPARATION SEPARATION MATERIAL N I NOT LESS 1/2 INCH GYPSUM OR EQUIVALENT FROM THE RESIDENCE AND ATTICS APPLIED TO THE GARAGE SIDE FROM HA51TA5LE ROOM A50VE THE GARAGE NOT LESS 5/8 INCH TYPE X GYPSUM LO BOARD OR EQUIVALENT STRUCTURE(6) SUPPORTING FLOOR/GEILIING ASSEMBLIES O USED FOR SEPARATION REQUIRED 5Y THIS SECTION NOT LESS 1/2 INCH GYPSUM OR EQUIVALENT GARAGE LOCATION LESS 3 FEET NOT LESS 1/2 INCH GYPSUM OR EQUIVALENT FROM A DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA FOR SI : 1 INCH = 25.4 MMJ FOOT =304.8 MM. N I N LO O N J c � +a-) m o c m 0 +� U >+ > i cn J (D 2E cn N 6 O O i CN +. N N Q O ��-0 p+. U _ QQ O❑cz 0 ami m �-0 o �� ami o�' v� a) " -j Qca_cU � °'Lti �`�aoiEcna,`�J �� ouj �'�` (D cl-omcoa)Eo�, a) cnoE mcn off❑ pE cnwQ O > J J H ca m❑ ca Q H U Ln o 00 0% a) c� 70 o M M 00 Q 00 N 00 NN M W Ln N cn Z C) x Ado 14 %0 a LL_ REVISION DATE: INIT: PROJECT: DATE: 12/20/2021 INIT: 2 JACK 4 �: PROJECT 34These plans are copyrighted in accordance with federal statutes. Payment of use fee is due Level Design, LLC prior to construction for each structure built from these plans. Reproduction by any method of all, part or variations thereof without written permission from Level Design, LLC is expressly prohibited. These drawings and all prints therefrom remain the property of Level Design, LLC 611 S Yakima Ave. Tacoma, WA 98405 PHONE: 253.284.3170 FAX: 253.284.3183 Level design, llc.SECTION "A"TYPICAL ROOF CONSTRUCTIONTYPICAL WALL CONSTRUCTIONTYPICAL FLOOR CONSTRUCTIONc 2021 Level Design, LLC.SCALE: 1/4" =1'-0"PLAN 2052-2 44These plans are copyrighted in accordance with federal statutes. Payment of use fee is due Level Design, LLC prior to construction for each structure built from these plans. Reproduction by any method of all, part or variations thereof without written permission from Level Design, LLC is expressly prohibited. These drawings and all prints therefrom remain the property of Level Design, LLCLEFT ELEVATIONFRONT ELEVATIONREAR ELEVATIONRIGHT ELEVATIONSCALE: 1/4" =1'-0"SCALE: 1/4" =1'-0"SCALE: 1/4" =1'-0"SCALE: 1/4" =1'-0"c 2021 Level Design, LLC.611 S Yakima Ave. Tacoma, WA 98405 PHONE: 253.284.3170 FAX: 253.284.3183 Level design, llc. PLAN 2052-2 f FOUNDATION VENTILATION USE 14" x -1" SCREENED FDN. VENTS (1) VENT = .52 SQ. FT. NET FFEE VENT AREA (U VENT TO 5E LOCATED UJITT-IN 3' OF EACH CORNER FDN. AREA = NET VENT AREA REQ'D (N.V.A.) 300 N.V.A. = QTY. OF VENTS REQUIRED .52 BTro 2.9 2-1'3 5/o VENTS REO'D 300 - 52 (ro) VENTS REQUIRED FOOTING SCHEDULE NOTE: JSE MIN. ro"UJIDE POST DELOUJ DEAM SPLICES JSE P.T. 4 X 4 POSTS 5€LOUJ 4 X 5€AMS U.N.O. USE P.T. ro X ro POST 5ELOUJ ro X SEAMS U.N.O. O■ 18 P.T. POST ON 1S" DIA. X S" THICK GONG, FOOTING O■ 24 P.T. POST ON 24" DIA, X 12" 7l4ICK GONG. FOOTING �■ 30 P.T. POST ON 30" X 30" X 12" THICK GONG, FOOTING JJ/ 3- *5 GARS EACH UJAY �■ 3ro P.T. POST ON 3ro" X 3ro" X 12" 7l4ICK GONG, FOOTING JJ/ 3- *5 GARS EACH WAY �■ 42 P.T. POST ON .42'' X .42" X 12" TN ICK GONG. FOOTING UJ/ 4- `5 GARS EACH UJAY o FOOTING SIZES BASED ON 1500 psf SOIL BEARING CAPACITY 2'-0" 30 -011 FOUNDATION/ FRAMING PLAN SCALE: 1/4" =1'-0" - ALL WOOD IN CONTACT UJITN CONCRETE TO DE PRESSURE TREATED - SOFFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS - PROVIDE SOLID BLOCKING OVER SUPPORTS - ALL FOOTINGS TO REST ON UNDI57UR5€D SOIL - PROVIDE SUPPLEMENTAL JOISTS/DLOCING 5ELOJJ SHEAR JJALLS AS INDICATED ON FRAMING PLAN - PROVIDE SOLID FRAMING EQUAL TO TN€ IJIDTI-I 01- TN€ M€M5€R 5EINCA SUPPORT€D - PROVIDE COPY OF CONCRETE "5A7CN TICKET" ON SITE FOR REVIEUJ DY 5UILDING OFFICIAL - IF AN ENGINEERED JOIST FLOOR FRAMING LAYOUT IS PROVIDED 5Y T14E JOIST SUPPLIER, THAT JOIST LAYOJT SI -TALL SUP€RC€D€ TN€ JOIST LAYOUT INDICATED IN TI4E PLANS. PROVIDE I -JOIST LAYOUT AND SPECS ON SITE FOR INSPECTION. N: \s o o 00 Q � J z w cn z w w w cc N: \s o 00 Q � J z w cn z w w w w N: \s SHEAR WALLS MARK CALLOUT TYPICAL SHEARWALL NOTES TYPICAL HOLDDOWN NOTES * TYPE DESCRIPTION TYPICAL SHEARWALL NOTES it -1/8 5e FLR JST; AS PER 2 x LEE)GER UJ/ SDS, 2 x RAFTERS a 24" 5 1/4 X 11 7/8 ' (2) MSTA4 (l) TOP $ 51/4X117 UPPER FLOOR FRAMING PLAN_ SCALE: 1/4" =1'-0" - ALL DOOR/WINDOUJ ILEADERS TO BE l XO DF#2 AT 2Xro BEARING WALLS , U.N.O., ro'-O" MAX. SPAN - ALL DOOR/WINDOUJ ILEADERS TO BE 4X10 DF#2 AT 2X4 BEARING WALL&, U.N.O., ro'-O" MAX. SPAN - PROVIDE FIREBLOCING AS REG2UIRED PER I.R.C. UJINDOUJ HEADERS AT ro'=8" ABOVE SJB FLOOR, U.N.O. EXTERIOR UJALLS TO BE 2Xro AT lro" O.C., U.N.O. INTERIOR PARTITIONS TO BE 2X4 AT fro" O.C. (2Xro 'a PLUMBING UJALLS) U.N.O. - PROVIDE SJPPLEMENTAL JOISTS/BLOCKING BELOUJ SHEAR UJALLS AS INDICATED ON FRAMING PLAN - PROVIDE SOLID FRAMING EQUAL TO THE UJIDTN OF THE MEMBER BEING SUPPORTED (J.N.O.) FLOOR JOISTS AND BEAMS OF EQUAL OR BETTER CAPACITY MAY BE SUBSTITUTED FOR THOSE 5HOWN ON THIS PLAN, "EQUAL" IS DEFINED AS HAVING MOMENT CAPACITY, SHEAR CAPACITY, AND STIFFNESS UJITI41N 3% OF THE SPECIFIED JOISTS OR BEAMS. , TRIM (24 o o 00 W i l s 60"mill)WEVE o o 00 Q � J z w cn z LL j w W i l s 60"mill)WEVE o 00 Q � J z w cn z LL j w W i l s 60"mill)WEVE MFR. COMMON TRUSSI-S e 24" O.C. AS PER MFG. SPECS. TYP. CSI6 ST LAP 2'-s FACE 01 TRUSS 4 PROVIDI 1@ 507T MAIN ROOF CALCULATIONS j=SQ. FT ATTIC AREA / 300 • 421 5Q. FT. OF VENTILATION REQUIRED (65050. INCHES) UPPER ROOF VENTING PROVIDED BY AF50 ROOF VENTS (50 50. IN. PER VENT) 65M50. IN x 50% =3M50. IN. REQUIRED. PROVIDE n) AF50 ROOF VENTS :30 5Q. IN. LOWER ROOF VENTING PROVIDED BY BIRDBLOCKING: (4) 2' DIA. HOLES (3.14' EA.) = (12.5 SQ. INCHES.) AND WITH AF50 ROOF VENTS (50 SQ. IN, PER VENT) 65JWQ. IN. x 40% = 54 50. IN. REQUIRED. PROVIDE M) BIRDBLOCKS =JM 50, IN. 19 FRONT 4 REAR OF HOUSE AND NOT WITHIN 2' OF THE SIDES, AS PER MFG. SPECS. TYP. - - ROOF FRAMING PLAN SCALE: 1/4" =1 '-0" - ALL 5EAMS AND HEADERS TO E3E4XO DF *12 AT 2Xro SEARING WALLS, U.N.O., ro'-O" MAX. SPAN - ALL E�E-AMS AND HE -ADE -RS TO 5E- 4X,5 DF *2 AT 2X4 E5E-ARING WALLS, U.N.O., 0'-0" MAX. SPAN - SHADE -D ARE -AS INDICATE- OVE-RFRAI" f ING, 2X(o10) 24" O.C., U-N.C. - SE=ARING WALLS ARE INDICATE=D AS SHADE=D WALLS - PROVIDE VE=NTE=D E3LOCKING AT RE=QUIRE=D TRUSS/RAFTE=R 5A'�'5 ALL MANUFACTURED TRUSSFS: * SHALL- NOT 5E FIELD ALTERED WITHOUT ENGINEER'S APPROVAL- * SFTALL- NAVE DESIGN DETAILS AND DRAWINeS ON SITE FOR FRAMING INSPECTION * SHALL E�E= INSTALLE=D AND 5RACE-D TO MANUFACTURER'S SPE=CIFICATION * SMALL CARRY MANUFACTURE=R'S STAMP ON EACH TRUSS - IF AN ENGINEE=RE=D ROOF FRAMING LAYOUT IS PROVIDED BY THE TRUSS SUPPLIE=R, THAT TRUSS LAYOUT SHALL SUPERCEDE THE TRUSS LAYOUT INDICATED IN THE PLANS. PRCVIDF TRUSS LAYCUT AND SPFCS ON SITE FCR INSPFCTICN. - PROVIDE= SCLID FRAMING E=QUAL TO THE WIDTH OF THE ME= 15E=R 5E LNG SUPPORTE=D CU.N.OJ f� o WLoL, 00 0 C/I (24 f� o WLoL, 00 C/I Q f� w Q z w cn z w w w w 0 I. LJOOD COLUMN (U (1) I. BASE PLATE NAILING (1) Z COLPMNG 5E- 5RATOET PER SPEAR WALL SCHEDULE 1. SHEATHING $ NAILING MATCH PT COLUMN PER SHEARWALL 3. 3 TIES AT 10" O.G. AT (2) BASE PLATE NAILING 2 (9) SCHEDULE (g) (u PEDESTAL C9) PER SMEAR WALL (2) 2. FLOOR SHEATHING (3) # (3) SCHEDULE (11) (9) 3. I -JOIST PER PLAN 2. FLOOR (3) 4. SOLID CONTINUOUS RIM (1) 2 EDGE NAILS (2) 4. (4) #4 DOWELS W/ ALTERNATE SHEATHING BEND FOR PEDESTAL 3. 1-JOI5T PER PLAN (12) 5. PROVIDE 114 BAR AT 16" 3. FINISH GRADE OR SLAB (10) HORIZONTAL O.C. (2) AS OCCURS (3) 5. FINISH GRADE OR (4) 4. SOLID CONTINUOUS RIM (4) (10) 7BLOCKING Bl JOIST MFR. (4) CONCRETE SLAB (11) 5. PROVIDE #4 BAR AT 16" 6. 5/8" DIAMETER ANCHOR BOLTS a (g) 4. PROVIDE #4 BAR AT 16" (5) (5) WHERE OCCURS (g) HORIZONTAL O.G. (9) z 48" OC (U.N.O. ON SHEAR WALL 2 (3) 166 PER BLOCK (1) (3) HORIZONTAL O.C. �. 12" SQUARE CONCRETE N.z 6 5/8" DIAMETER ANCHOR BOLTS 48" SCHEDULE) W/ 1" MIN. EMBED. 3. FLOOR SHEATHING 5 #4 e 24" O.C. VERTICAL W/ PEDESTAL (OPTIONAL) T[" O.G. (U.N.O. ON SHEAR WALL �, #4 24" O.C. VERTICAL W/ STANDARD HOOKS ALTERNATE X l6 eq SCHEDULE) W/ �" MIN. EMBED. (� (4) (6) 4. I -JOISTS PER PLAN (6) 1. CONCRETE FOOTING x STANDARD HOOKS ALTERNATE BENDS, NO WET SETTING 1. #4 24" O.C. VERTICAL W/ � (5) BENDS, NO LVET SETTING (5) 5. BEAM PER PLAN _ (4) PERMITTED ---- ---- --- ------ 8. 2-#4 BARS EACH UJAI (5) STANDARD HOOKS ALTERNATE PERMITTED (T) 6, 2x OR PLYWOOD CLEAT EACH x _ 6. CONC. SLAB a _ <r gll' BENDS, NO WET SETTING Qlo g, l2) #4 BARS CONTINUOUS SIDE OR SIMPSON BC POST CAP 9. ARCHITECTURAL z T. TREATED SILL PLATE O ? PERMITTED O BOTTOM (8) 5/8" DIAMETER ANCHOR BOLTS a COVER, SEE 8. (2) #4 BARS CONTINUOUS + (1) 1. 4x OR 6x P.T. POST W/ 5IMF50N eo e V' b, • 8. Q ARCHITECTURAL IS)9. EDGE NAILING <r (1) ° BOTTOM ly A34 EACH SIDE OR SIMPSON PB o (5) 48" O.C. (U.N.O. ON SHEAR WALL a (a) DRAWINGS FOR 10. 166 6" O.G. TOE NAILS Ld L7 POST BASE o° = SCHEDULE) W/ T" MIN. EMBED. = ADDITIONAL v 9. EDGE NAILING Q (9) (4) � - Is 11q < = 10. 16d 1@ 6" O.G. 11, I -JOIST BLOCKING AT PANEL 8. GONG. FOOTING PER PLAN - 9. CONCRETE FOOTING W/ INFORMATION dP w a, EDGES CL[Y T 8 STEM WALL PER PLAN a 11. 1/4"x3"X3" PLATE WASHER MINIMUMI ii i �� it II g EDGE NAILS _ _ a = a 12. 1/4"x3"X3" PLATE WASHER MINIMUM a aLl INSTALL FOOTING DRAINS I'-4" PER PLAN INSTALL FOOTING DRAINS WHERE REQUIRED PER 8405.1 NSTALL FOOTING DRAINS -4" WHERE REQUIRED PER 8405.1 WHERE REQUIRED PER R405.1 a" FOUNDATION STEM WALL W/ 1=JO15T 1 ��� FOUNDATION 5TEM WALL W/ 1-JO15T �� IN�� IO 5FREAD FOOTING W/ 1=JO15T �� WOOD 5TUD WALL FOOTING �� UJOO� �O�UMN SCALE: N.T.S.(5 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. WEE3 J015T AT 5TUD WALL I JO15S. AT 511EAR WALL I =J015T AT WOOD BEAM WEE JOI5T AT 5EAM 5ELOW SCALE: N.T.S. SCALE: N.T.2 SCALE: N.T.S. SCALE: N.T.S. (1) I. TRUSS W/ ROOF SHEATHING PER (2) PLAN (U (2) (3) 2, 2x BLOCKING TOE NAILED TO (1) PLATE W/ (3) 86 NAILS (OPT. 1) 0 OR ATTACHED W/ (1) SIMPSON (2) RBC PER BLOCK (OPT. 2) i \3. EDGE NAILING 1, PLYWOOD SHEATHING / (4) OF2. 8d a 6" O.C. -- 4. SIMPSON H2.5 @ EACH TRUSS 3. 2X OVER FRAME e 24" O.G. (5) INSTALLED PER MFG. SPECS. w/ 2-10d TOE NAILS TO(1) (1) I. GIRDER TRUSS PER PLAN l5) (3) (3) 5. 2x STUD WALL OR BEAM P (2) VALLEY BOARD ER (U 2. 8d @ 6" O.C. EDGE NAILING (4) WITH RIDGE VENT (4) PLAN (1) 4. TRUSS OR RAFTER PER PLAN (2) 3. PLYWOOD SHEATHING (1) I. DBL EDGE NAILING 5. 2X CONTINUOUS VALLEY (2) (1) BOARD FLAT W/ 2-16d NAIL (3) CONTINUOUS (SINGLE 2FTx4FT (2) 2. PLYWOOD SHEATHING (2) (3) PER TRUSS TYP. HOLE PERMITTED FOR 3. TRRUSS PERDGE PLANACCESS AND VENTILATION) (5) NOTE` 4. TRUSS PER PLAN 4 5, 2X BLOCKING TO MATCH I. BEAM SPLICE AS OCCURS (3) 1. PLYWOOD SHEATHING 5, ATTACH TRUSS TO GIRDER TOP CHORD ON PRIMARY ROOF W/ FACE MOUNT HANGER 2. WOOD BEAM PER PLAN (4) TRUSSES SHALL BE PER TRUSS MFR. (4) SIMPSON RBC MAY BE DELETED CONTINUOUS. 6. 2X BLOCKING W/ 2-16d (5) 3. SIMPSON CC66 TYPE POST (5) IF SIMPSON HI IS SUBSTITUTED 2. AT 2X OVER FRAMING Z(4) NAILS PER BLOCK (4) GAP 4. WOOD COLUMN PER PLAN CF7• 2 FOR H2.5 e EACH TRUSS (OPT. 2) USE THE FOLLOWING: (5) 1. 2X OVERFRAME BEYOND WITHOUT RIDGE VENT 0'-4'------2X4 MIN. (6) 5, 5IMF50N ACE TYPE 4'-8'------2X6 MIN. POST CAP (5) 8'-10'-----2X8 MIN, 101-12'----2X10 MIN. pal WOOD 5EAM AT WOOD COLUMN IR155 AT 131,41RINGrDo4t �,����Y' 1=1R�MIN ��U55 4T GIRDER T U55 SCALE: N.T.S. SCALE: %a"=1' SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. (U Ln (2) 00 SHEATH 4' EVERY 20' 00 1, EDGE NAILING (4) 2. CONTINUOUS FASCIA WITH (3) � (2) 106 NAILS PER JOIST 1, BASE PLATE NAILING 3, 2x4 OUTRIGGER 12" OR LESS PER SHEAR WALL Q (1) SCHEDULE FROM EXTERIOR WALL 'a48" Q (5) 2. FLOOR (2) O.C. (MORE THAN 12" FROM SHEATHING z EXTERIOR WALL 1 24" O.C.) w 4. EDGE NAILS PER SHEAR 3. I -JOIST PER PLAN (3) WALL SCHEDULE 5. 2-106 TOENAIL OUTLOOKER 4. 166 6 O.G. cn (4) THRU. TRUSS (OUTLOOKER Xq 5. EDGE NAILING z (g) (5) EXTENDING MORE THAN 12" FROM w EXTERIOR WALL USE A34 MIN.) (9) ((0) SHEATH 4' EVERY 20' (1) 6, GABLE END TRUSS - SHEATHING ® w AND NAILING PER SHEARWALL SCHEDULE FOR WALL BELOW P.T. 2x SILL PLATE w/ 1, 16d 6 6" O.G. BOTTOM TRUSS m.m PIN5 OR 1/2`m CHORD TO CONTINUOUS EXP. ANCHOR BOLTS (10) (4) BACKER BOARD : as JOB NO. 8, 2x4 BRACE a 96" O.G. ALONG w e GABLE W/ SIMPSON A35 CLIP EACH END OF BRACE 9, TRUSSES PER PLAN 10, 2x BACKER BOARD SECURED TO TOP PLATE WITH 16d NAILS L 1=N� �U55 AT 6" ®.G.� f Nf 0� SON ��S5.0 SCALE: N.T.S. (I) 1. SHEATHING AND (U I. SHEATHING AND (2) NAILING PER (2) NAILING PER (1) (3) SHEARWALL SCHEDULE (1) (3) SHEARWALL SCHEDULE (6) 2, BASE PLATE NAILING 1. SHEATHING AND (6) 2. BASE PLATE NAILING (g) PER SHEARWALL SCHEDULE () NAILING PER PER SHEARWALL SHEARWALL SCHEDULE (g) SCHEDULE 3, SHEAR PANEL EDGE (1) (4) 3. 4, SHEAR PANEL EDGE NAILING 16d a 6" O.G. 4. 5. NAILING 166 e 6" O.C. TOENAIL DBL TOP PLATE3. (2) (3) (4) EDGE NAILING (1) (3) (�) (4) (5)FrI- 2. BASE PLATE NAILING 16d AT 8" O.0(4) EDGE NAIL ZZZ= AV 5, DBL TOP PLATE 6. -JOIST BLOCKING At 2. FLOOR SHEATHING 4, BEAM PER PLAN 6- PLYWOOD WEB FLOOR (9) 1. PANEL EDGES SOLID CONTINUOUS RIMT ^� 3. JOIST HANGER PER JOIST SUPPLIER 5. -JOIST PER PLAN JOISTS PER PLAN (5)� 4. JOIST F'£R PLAN 6. JOIST HANGER PER 1. SOLID CONTINUOUS RIM (3) (5)-Z(3) g, FLOOR SHEATHING 5, WOOD BEAM PER PLAN JOIST SUPPLIER 8, FLOOR SHEATHING 9. I -JOIST PER PLAN \ 1. FLOOR SHEATHINGYD WEE3 J015T AT 5TUD WALL I JO15S. AT 511EAR WALL I =J015T AT WOOD BEAM WEE JOI5T AT 5EAM 5ELOW SCALE: N.T.S. SCALE: N.T.2 SCALE: N.T.S. SCALE: N.T.S. (1) I. TRUSS W/ ROOF SHEATHING PER (2) PLAN (U (2) (3) 2, 2x BLOCKING TOE NAILED TO (1) PLATE W/ (3) 86 NAILS (OPT. 1) 0 OR ATTACHED W/ (1) SIMPSON (2) RBC PER BLOCK (OPT. 2) i \3. EDGE NAILING 1, PLYWOOD SHEATHING / (4) OF2. 8d a 6" O.C. -- 4. SIMPSON H2.5 @ EACH TRUSS 3. 2X OVER FRAME e 24" O.G. (5) INSTALLED PER MFG. SPECS. w/ 2-10d TOE NAILS TO(1) (1) I. GIRDER TRUSS PER PLAN l5) (3) (3) 5. 2x STUD WALL OR BEAM P (2) VALLEY BOARD ER (U 2. 8d @ 6" O.C. EDGE NAILING (4) WITH RIDGE VENT (4) PLAN (1) 4. TRUSS OR RAFTER PER PLAN (2) 3. PLYWOOD SHEATHING (1) I. DBL EDGE NAILING 5. 2X CONTINUOUS VALLEY (2) (1) BOARD FLAT W/ 2-16d NAIL (3) CONTINUOUS (SINGLE 2FTx4FT (2) 2. PLYWOOD SHEATHING (2) (3) PER TRUSS TYP. HOLE PERMITTED FOR 3. TRRUSS PERDGE PLANACCESS AND VENTILATION) (5) NOTE` 4. TRUSS PER PLAN 4 5, 2X BLOCKING TO MATCH I. BEAM SPLICE AS OCCURS (3) 1. PLYWOOD SHEATHING 5, ATTACH TRUSS TO GIRDER TOP CHORD ON PRIMARY ROOF W/ FACE MOUNT HANGER 2. WOOD BEAM PER PLAN (4) TRUSSES SHALL BE PER TRUSS MFR. (4) SIMPSON RBC MAY BE DELETED CONTINUOUS. 6. 2X BLOCKING W/ 2-16d (5) 3. SIMPSON CC66 TYPE POST (5) IF SIMPSON HI IS SUBSTITUTED 2. AT 2X OVER FRAMING Z(4) NAILS PER BLOCK (4) GAP 4. WOOD COLUMN PER PLAN CF7• 2 FOR H2.5 e EACH TRUSS (OPT. 2) USE THE FOLLOWING: (5) 1. 2X OVERFRAME BEYOND WITHOUT RIDGE VENT 0'-4'------2X4 MIN. (6) 5, 5IMF50N ACE TYPE 4'-8'------2X6 MIN. POST CAP (5) 8'-10'-----2X8 MIN, 101-12'----2X10 MIN. pal WOOD 5EAM AT WOOD COLUMN IR155 AT 131,41RINGrDo4t �,����Y' 1=1R�MIN ��U55 4T GIRDER T U55 SCALE: N.T.S. SCALE: %a"=1' SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. (U Ln (2) 00 SHEATH 4' EVERY 20' 00 1, EDGE NAILING (4) 2. CONTINUOUS FASCIA WITH (3) � (2) 106 NAILS PER JOIST 1, BASE PLATE NAILING 3, 2x4 OUTRIGGER 12" OR LESS PER SHEAR WALL Q (1) SCHEDULE FROM EXTERIOR WALL 'a48" Q (5) 2. FLOOR (2) O.C. (MORE THAN 12" FROM SHEATHING z EXTERIOR WALL 1 24" O.C.) w 4. EDGE NAILS PER SHEAR 3. I -JOIST PER PLAN (3) WALL SCHEDULE 5. 2-106 TOENAIL OUTLOOKER 4. 166 6 O.G. cn (4) THRU. TRUSS (OUTLOOKER Xq 5. EDGE NAILING z (g) (5) EXTENDING MORE THAN 12" FROM w EXTERIOR WALL USE A34 MIN.) (9) ((0) SHEATH 4' EVERY 20' (1) 6, GABLE END TRUSS - SHEATHING ® w AND NAILING PER SHEARWALL SCHEDULE FOR WALL BELOW P.T. 2x SILL PLATE w/ 1, 16d 6 6" O.G. BOTTOM TRUSS m.m PIN5 OR 1/2`m CHORD TO CONTINUOUS EXP. ANCHOR BOLTS (10) (4) BACKER BOARD : as JOB NO. 8, 2x4 BRACE a 96" O.G. ALONG w e GABLE W/ SIMPSON A35 CLIP EACH END OF BRACE 9, TRUSSES PER PLAN 10, 2x BACKER BOARD SECURED TO TOP PLATE WITH 16d NAILS L 1=N� �U55 AT 6" ®.G.� f Nf 0� SON ��S5.0 SCALE: N.T.S.