Loading...
APPROVED PLN ENG BLD RESUB4 BLD2022-0132+Architectural & SITE_Plan+1.17.2023_1.07.50_PM+3318339SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. project description: ADDITION TO EXISTING SINGLE FAMILY RESIDENCE project team: JESSICA SOWA/EMILY TOMKINSON 22903 76TH AVE W EDMONDS, WA 98026-8403 (801) 318-0796 architectural drafter GREG KRUEGER KRUEGER KRAFTING LLC 4025 61ST DR. NE MARYSVILLE, WA 98270 GREG@KRUEGERKRAFTING.COM (206) 819-2710 structural engineer DANIEL JAY CEDERLUND P.O. BOX 5096 TACOMA, WA (253) 298-2554 DAN@PSSTRUCTURALENGINEERING.COM page index SP1 SITE PLAN SURVEY Al FOUNDATION AND MAIN FLOOR FRAMING A2 MAIN FLOOR PLAN A3 ROOF FRAMING PLAN A4 ELEVATIONS D1 DETAILS E1 ELECTRICAL PLAN S.01 STRUCTURAL GENERAL STRUCTURAL NOTES S.02 STRUCTURAL TYPICAL DETAILS S1.1 STRUCTURAL FOUNDATION AND FLOOR FRAMING S1.2 STRUCTURAL WALL FRAMING S1.3 STRUCTURAL ROOF FRAMING S3.1 STRUCTURAL DETAILS project data property address 22903 76TH AVE W EDMONDS, WA 98026-8403 ZONE RS-8 LOT SIZE = 0.19 ACRES - 8,276 tax account #: 00441500100500 existina leaal descriation FROM KING COUNTY DEPARTMENT OF ASSESSMENTS: EVERGREEN ADD TO LAKE BALLINGER BILK 001 D-00 - TR 5 averaae arade calculation: 23.44.010 LOT COVERAGE tXIJ 1 11NU Nuubt: PROPOSED COVERED DECK: PROPOSED ADDITION: TOTAL PERCENT 1,560 SQ. FT. 78 SQ. FT. 615 SQ. FT. 2,253 % 27.23 Ol APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE NOTE: IN5TALL AND MAINTAIN ALL TE5C MEA5URE5 AC;GORD ING TO THE APPROVED PLAN5, CIT'I' OF EDMOND5, 5TANDARD DETAIL5, AND ALL OTHER MEA5URE5 THAT MA ' RE REQUIRED DURING CONSTRUCTION City Of Edmonds Building Department Work SOWA Address 22903 76TH AVE W Owner SOWA Approved Date 01 /19/2023 Building Official Eritl Carter Permit Numb BLD2022-0132 GUTTERS/DOWNSPOUTS SHALL DRAIN TO SPLASHBLOCKS OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. APPROVED BY PLANNING 7 Iz- Feb 02 2023 ------------------------------------------------------------------ ;Energy Credits selected apply to ;the addition and newly created I ; ;conditioned space. Consult with I !City Inspector with any questions. I ; L---------------------------------- OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ENGINEERING DIVISION APPROVED AS NOTED Jell tV4At >< t qt 02/02/2023 VV Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. 2014 SUIMMWW BMP T.5.13: GATGH BASIN NOTE: ALL DISTURBED AREAS FILTER SOCKS 70 BE TO BE COMPOST ADDED TO ALL CATCH AMENDED. 5A51NS DOWNSTREAM S88 °1 1 '04 "E 1 1 0.03 1�t;d 352 Zone RS-g Corner NFlag N Setbacks: * Required * Actual Front 25' W > 25' Side 7.5' N > 7.5' Side 7.5' S = 7.5' Rear 15' E > 15' Height 25' 17' -6" ACTUAL SETBACKS LISTED ARE TO PROPOSED ADDITION; NO CHANGE TO EXISTING RESIDENCE SETBACKS. DOWNSPOUTS NOTE: NEW pOU1N5POU75 CONNECTED TO EXISTING STORM WATER DRAINAGE 5Y57E1"I PER 6.1/p1 350 3�8 03 Q \Cl- J ----------- O � O I 0 � O cCJ- 0 RESUB Jan 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z 0 OL v N W Q 11.1 Q z z u1 N m N 4 " O mN r z O N O I z DL LU aaaa E UA v 0 0 z LLI03 W Z LL z � LU (A n i-- IL "i LU �D A: 358.2 cam, 1 FILE NO. I I C: 358.3 CONNECTION TO CITY STORM r 02 _ D: 360.0 DRAIN SHALL NOT BE ALLOWED TOTAL: 1432.5 HEIGHT CALC.: 1432.2/4= 358.1 l&j TC f NSON 51TE PLAN • ✓ \ . •I Mo-W M � I I. SEE MAIN FLOOR FRAMING FOR FLOOR JOISTS GALL -OUTS. RESUB 2. USE 4x4 DF*2 POSTS UNDER ALL BEAMS (4x(o 6 SPLICE LOCATIONS), TYP. U.N.O. 3, SEE S-SHEETS FOR TYP. PONY WALL CONSTRUCTION AND HOLDOWN e PONY WALLS. 4. SILL PLATES AND POSTS MUST 5E (o" A50VE EXPOSED EARTH. (5EAM5 MUST 5E 12'' AND TRUSSES 10"). WOOD FRAMING IN CONTACT WITH CONCRETE TO 5E PRESSURE TREATED OR SEPARATED WITH AN APPROVED VAPOR BARRIER 5. PROVIDE 6 MIL. BLACK POLYETHYLENE VAPOR BARRIER OVER ENTIRE CRAWL SPACE. LAP EDGES 12'' MIN. (o. FOOTINGS SHALL BEAR ON FIRM, UNDISTUR5ED SOIL AT LEAST 18" BELOW FINISHED ADJACENT GRADE AT EXTERIOR I. PROVIDE TEMPORARY 5RACING AS REQUIRED UNTIL ALL PER- MANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. a. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMEN- SIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. 9. STANDARD FTG. SHALL 5E 6 "cl. x 12 "w. (U.N.O.) CONTINUOUS. STANDARD STEM WALL SHALL ISE 6 " THICK, HORIZ. 4 VERT, REINFORCEMENT PER PLAN 10. 2x6 (55X) P.T. SILL PLATE (SODIUM 50RATE PRESSURE TREATED) WITH ANCHOR 5OLT5 PER SHEAR SCHEDULE AND 3"x3"x0229" PLATE WASHERS. EMBED ANCHOR 5OLT5 7" MINIMUM INTO CONC. 11. SLOPE GARAGE SLAB 1/8" (3" MIN.) PER FOOT TOWARD DOORS 12. SLOPE ALL PORCHES, PATIOS, STOOPS AND HARD-SCAPE MATERIAL AWAY FROM BUILDING MIN. 1/4'' PER FOOT - TYP. 13, PROVIDE 1X4 SLEEPERS AT RAISED STEM WALLS WHERE SIDING EXTEND TO 6" (MIN.) A50VE GARAGE, 2" (MIN.) A50VE CONCRETE HARDSCAPE, ALSO AT FRONT FOR GARAGE DOOR LINER INSTALL. FOUNDATION BEAMS SHALL 5E 4X10 DF"2, TYP. U.N.O. 2. RIM JOISTS SHALL 5E 2xlOHF"2 (U.N.O.) 3. F--j INDICATES 14"x7" SCREENED FOUNDATION VENTS CUT INTO RIM JOISTS TYPICAL. SEE FOUNDATION SHEET FOR CRAWL - SPACE VENTILATION CALCULATIONS. 4. FLOOR SHEATHING SHALL 5E 23/32'' T4G 055 APPLY w/ LONG DIMENSION ACROSS JOISTS, STAGGER END JOINTS. GLUE AND NAIL e ALL PANEL EDGES AND OVER ALL SHEAR WALLS w/ Scl a 6" o.c. AND OVER ALL INTERMEDIATE FRAMING a 12'' o.c. 5. VERIFY ALL PLUMBING DROPS. 6. SEE FOUNDATION PAGE 8 ENGINEER OF RECORD FOR TYPICAL PONY WALL DETAILS. 7, PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. 8. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. 11. PROVIDE INSULATION BAFFLES AT ALL FOUNDATION VENTS AN ANGLE OF 30 DEGREES FROM HORIZONTAL OFRAME OUT FOR 18"x24" CRAWL SPACE ACCESS WEATHER STRIPPING. C;,4WL SFACE VENTILATION IN ACCORDANCE WITH SECTION R408.14, R408.2, 2003 IRC, 615 SQ. FT. AREA = 2.05 SQ, FT. REQUIRED 300 TYP. VENT 1'x14" X .15 = 0.51 SQ. FT. PER VENT 144 VENTS REQUIRED = 2.05 = 5 THEREFORE: USE MIN. OF I VENTS 0.51 VENTS SHALL 5E COVERED WITH CORROSION RESISTANT WIRE MESH WITH 1/4"max. OPENINGS. C;AUUL 5FACE NOTE - I. EXISTING CRAWL TO 5E ACCESSED TO PROPOSED ADDITION 5Y 22X34 BUCK OUT IN EXISTING FOUNDATION 2. ALL EXISTING VENTS THAT ARE BEING COVERED UP 5Y THE PROPOSED ADDITION ARE TO 5E ADDED TO THE TOTAL NUMBER OF VENTS REQUIRED FOR THE ENTIRETY OF THE CRAWL SPACE, 3. EXISTING VENTS THAT ARE NO LONGER ACCESSED TO THE EXTERIOR OF THE BUILDING ARE TO REMAIN AS CROSS VENTILATION TO THE ADDITION, A ----------------------------------------------------------------- foundation & main floor framing 1 /4" = 1'-0" Jan 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FILE N.O. -2 I =5i 1"-1, f N FL 00F:� FLAN NOTES I. SEE ROOF FRAMING FOR ALL HEADER S BEAM GALL -OUTS 2. EXTERIOR WALLS SHALL 5E 2x6 HF*2 @ 16" c.c. AND INTERIOR WALLS 2x4 HF#2 6 16" c.c. 3. TOP OF WINDOWS TO MATCH EXISTING HOUSE OR SPECIFIED ON III, THE ELEVATIONS. y 4, ALL WINDOWS SHALL COMPLY W/ W,S,E.C, FRAMERS TO VERIFY ROUGH OPENINGS AND HAVE 0.24 VERTICAL FENSTRATION. 5. VENT ALL FANS AND DRYER EXHAUST TO OUTSIDE. PROVIDE 2x BLOCKING EACH SIDE OF FAN. HOLD BLOCKING i 1/4" UP FROM GWB. 6. TOILET PAPER DISPENSERS TO 5E MOUNTED Q 21'' A.F.F. (TYP.) 7. ALL TOWEL BARS MOUNTED 6 42'' A.F.F. UNO. S, PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. 9, WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIM's, VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. 10. GO= CARBON MONOXIDE ALARM 8 SMOKE DETECTOR 11. * 110V SMOKE DETECTOR W/ BATTERY BACKUP AND INTERCONNECTED ALARMS R314 I.R.C. 12. FIRE5LOCK IN ACCORDANCE W/ R302.11 I.R.C. 13, SHOWER WALLS SHALL 5E WATERPROOF TO A MIN, 12'' A,F,F, 14, ALL BATHROOM GLAZING INCLUDING WINDOWS WITHIN 60" OF A STANDING OR A WALKING SURFACE SHALL HAVE SAFETY GLAZING. OALL IGNITION ELEMENTS FOR FURNACE AND WATER HEATER TO BE MIN. 10" ABOVE SLAB. O2 HOSE BIBS AND WATER SHUTOFF LOCATED AT REAR GARAGE WALL TO BE INSTALLED IN CLOSE PROXIMITY TO EACH OTHER AND TO LINE UP BELLOW TWH_ O18"44" CRAWL SPACE ACCESS W/ WEATHER STRIPPING OHOT AND COLD BIB a 48" A.F.F. e UTILITY ROOM 1/2" GYPSUM WALL BOARD ON ALL WALLS, POSTS AND BEAM. 5/,5" OTYPE 'X' GYPSUM WALL BOARD ON CEILINGS AND BEAMS, 5/8" TYPE 'X' G.W.B. SHALL BE INSTALLED PERPENDICULAR TO THE CEILING FRAMING AND SHALL BE FASTENED AT MAX. C6 INCHES O.C. FASTENERS PER TABLE R102.3.5, O20-MINUTE FIRE -RATED DOOR EQUIPPED WITH A SELF CLOSING DEVICE. IRC R302.5.1 RANGE HOOD WITH DISCHARGE TO OUTDOORS WITH DUCT OAND DAMPER REQUIREMENTS PER IMG M1503.1. SYSTEM TO 5E INDEPENDENT OF ALL OTHER EXHAUST SYSTEMS. SEE EC1 SHEET FOR REQUIREMENTS FOR MAKE-UP AIR WHEN RANGE HOOD EXHAUST IS IN EXCESS OF 400CFM I O20-MINUTE FIRE -RATED DOOR EQUIPPED WITH A SELF CLOSING DEVICE, IRC R302.5.1 Ol .Energy Credits selected apply to the addition and newly created conditioned space. Consult with .City Inspector with any questions. L- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — A A TAB LE M 15 0 5.4.3 CONTINUOUS WHOLE —HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS FLOOR BEDROOMS AREA ftz 0-1 — 4-5 6-7 >7 <1500 30 45 60 75 90 45 60 75 90 105 3001-4500 60 75 90 105 120 4501-60001 75 90 105 120 135 6001-7500 90 105 120 135 150 >7500 105 120 135 150 165 FRACTIONAL OPERATION TIME (f) OF 24—HR TIMER TO BE SET BY MECHANICAL CONTRACTOR. BASED ON 4—HOUR CYCLE, 150CFM (116 cfm @ 0.25in WC) FAN, ASHREA 62.2-2010 AND TABLE 403.8.1 THE ON TIME SHALL BE; CONTINUOUS FAN RATE 90; f= .78 AND WILL RUN 187 MINUTES PER 4—HR CYCLE ±16'-1 1/2" 19'-3 1/2" 6'-1 1/2" OVERHANG ABOVE I II N. r Eli I deck Ln D1 SOFFIT TO BOTTOM 22 OF BEAM II 4'-1" i i i i i i i i main floor - as built 1 /8" = 1'-0" 2'-0" 26-11 1/2" 6'-3 1/2" 7'-3" 4'-8 1/2" 1'-1" 50 50 XO 20 0 SH EGRESS FA C-T.2 �m c 4 .T.O. II � II m. bdrm D 1 60 10 5GID 401 40 XO — - W Do o I I 5' IUD 1/2" 5'-10 1/2" r � I ±8'-81/2" 3'-31/2" 4'-II/2" 3'-0" 6'-0" S.D.110V �# O a dining 0 closet � - +NH�J�===_ r-------1F--� --° F------IF-- -- I 9 ° F.U. W ii D URN. 117 seP N o < 26 II -- —— J — — — — — — J kitchen 60"x32" oTUB/SHWR LU mud RO.= 601i8" � z C 7/ 0 26 V HW II 26 80 CFM W.HF. 28 li LL i V.T.O. 8 FAN VTO � � ; m hall bath 2` 2 26 PKT ----� v U SaP — ---- S.DO110V i L li I II I 0 ag rage L PRESUMED EXISTING BEARING — — — EXISTING GARAGE AfREA CALCULATION-1 EXISTING FLOOR 1,296 SQ. FT. GARAGE ADDITION 123 SQ. FT. PROPOSED FLOOR 611 SQ. FT. TOTAL 2,030 SQ. FT. REMAINING GARAGE: 140 SQ. FT. COVERED DECK: 93 SQ. FT. UNCOVERED DECK: 54 SQ. FT. II BUILT IN TV ALCOVE I II w U 4 family W v LL z N X w 16 40 EXISTING WINDOW main floor 1 /4" = 1'-0" living 0` 40 EXISTING WINDOW LEGEND = PROPOSED WALLS = EXISTING WALLS TO REMAIN ___ =EXISTING WALLS TO BE REMOVED 2" M. bath 10 C.F.M. 2 V.T.O. 2 "x3'-0" SHOW' LINEN 6'-1" 4'-2 WATER SHUT-OFF VALVE LOCATED BELOW HWT '32% EFF. TANKLESS WATER HEATER vV O S.D./ 110V 26 NHW o- S:.1 0V �2- 5.1110V RHW f m !n z N bdrm 2 EXISTING 10 40 EXISTING EGRESS EXISTING WINDOW '-1 3/4" lv RESUB Jan 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I z w U bO W (6j U \�o I�l �I �I I �I �I 1 Ill III � �I lei i Ill �i Ili FILE N.O. SHEET fR00F fL AI COTE 5 1. ALL BEAMS AND HEADERS ARE 4xa D.F.# 2 (TYP. U.N.O.) 2. PRE4*1ANUFACTURED WOOD TRUSSES Q 24'' o.c. (TYP. U.N.O.) 3. PROVIDE SIMPSON H1 HURRICANE TIE e EACH END OF TRUSS. PROVIDE (2) H2.5's e EACH END OF 2-PLY AND GREATER GIRDER TRUSSES.(SIMPSON HARDWARE OR EQUIV.) 4. ROOF SHEATHING SHALL BE 1/16" T4G OSB APPLIED w/ LONG DIMENSION ACROSS TRUSSES OR RAFTERS. STAGGER END JOINTS. ad COMMON NAIL @ 6" o.c. ALL PANEL EDGES AND OVER ALL SHEAR WALLS AND DRAG TRUSSES w/ ad NAILS e 12'' O.C. 6FIELD. 5. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED 6. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. 1. VENT (V.T.O.) CUT-OUT a. EZZ]SHADED AREA INDICATES OVER -FRAMING. WOOD TRU55 NOTE5. (PER I.R.G. SECTION Ra02.10.) TRUSS DESIGN DRAWINGS SHALL BE PROVIDED WITH THE SHIPMENT OF TRUSSES DELIVERED TO THE JOB SITE AND SHALL BE ON THE JOB SITE. ENGINEERING DATA AND DETAILS SHALL BE APPROVED BY THE BUILDING OFFICIAL BEFORE INSTALLATION. TRUSSES SHALL BE DESIGNED BY A REGISTERED WASHINGTON STATE ENGINEER. STRESS ANALYSIS, DRAWINGS AND DETAILS SHALL BE STAMPED BY AN APPROVED STATE OF WASHINGTON REGISTERED ENGINEER AND FABRICATED FROM ONLY THESE DESIGNS. ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAMEWORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE BUILDING, ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAP BRACING SHALL BE USED TO BRACE ALL TRUSSES. PRE -MANUFACTURED TRUSSES TO BE STAMPED BY THE MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH AS THE WASHINGTON STATE TRUSS FABRICATORS COUNCIL. TRUSS INFORMATION PERMANENTLY AFFIXED TO EACH TRUSS SHALL CONTAIN TRUSS MANUFACTURER'S IDENTIFICATION, DESIGN LOAD AND TRUSS SPACING. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENERS TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL TRUSS BOTTOM CHORDS TO BE DESIGNED AS ATTICS WITHOUT STORAGE (10 PSF LL). TRUSSES SHALL BE DESIGNED WITH A BOTTOM CHORD OPENING LESS THAN 42"x24" WHERE (2) OR MORE ADJACENT TRUSSES HAVE THE SAME WEB CONFIGURATION. STICK E3UILT OVER=FR,4�1ING- 1. 2x4 HF*2 RAFTERS 9 24"oz, 2. 2x4 HF#2 POST SUPPORT FOR RAFTERS, STAGGER 6 48" O.C. 3. BRACE POST OVER 6'-0" LONG (IN 2x FLAT DIRECTION) TO PREVENT BUCKLING p.5. LEGEND 1. © D.S. = DOWNSPOUT TO GRADE 2. � D.S. = DOWNSPOUT TO LOWER ROOF LEGEND ® = EXISTING; 3 HOLE BIRD BLOCKING 0 0 0 0 • BIRD BLOCKING • LOW ROOF STRIP VENT/RIDGE VENT = RIDGE VENT F_ ATTIC VENTILATION 5.R AREA OF TOTAL UPPER ROOF: 1, 2,034 SQ, FT. X 144 = 971 SQ, IN, REQUIRED 300 2. LOW VENTS: VENT BLOCKS (LOCATIONS NOTED PER PLAN) 3.141 X 1 = 2.35 PER HOLE X3 HOLES= 7.05 SI PER BLOCK 20(1,05) = 141 5.1, PROVIDED 3.141 X 1 = 2.35 PER HOLE X4 HOLES= 9.4 SI PER BLOCK 12 (9.4) = 113 S.I. PROVIDED (2(o) FEET OF STRIP VENTING PROVIDED = 260 SQ. INCHES TOTAL: 141+113+260=514/9-11=52.6 0 3. UPPER VENTS: COR-A-VENT RIDGE VENTING SYSTEM 10 NVFA PER LINEAR FOOT 52 LINEAR FEET X 10 = 520 5.1 TOTAL: 520 S.I. 4. TOTAL PROVIDED: 514+520= S.I. (1,034/911 = 106%) EXI SN s CONNECT NEW DOWNSPOUTS AND NEW TIGHTLINE TO EXISTING STORM DRAINAGE SYSTEM / TYP. OF 3 DOWNSPOUTS &6_ 4:12 n i N N STRUCTURAL GABLE END TRUSS S. El 1 DS. ° 0 12 COMMON TRUSS I I?)I 'i � i D1 o N m _Q COMMONT m o z 1 4:12 4:12 _ ° ° z " w _o� GIRDER TRU55 STRUCTURAL GABLE END TRU6S'0 -:.: l............. f .,... , .. f::.:' •., :.:.:.: 22X34 M ATTIC ACCESS F -A ---- 1 7 3 D1 I AL GABLE END TR SS NDR RQ'D � I DS. 10 I 4:12 m I � � I � I II I � 11 >u u z � O I u m III III --—,�—_ —� — -illflLH)' II R� rC ipLI II II II II II �II II 12 II II II II II ` �II II — II II II EX15TINRI DGE IDGE II 12 1II II II II D1 II II II II II II II Ii0'-v Ril GE v JIING II II NIRI AG II II 11, II II II II II I II II � II II II I I II II II II II II II II II II II II II II z l ISruBBEI II II II II II �IXISTINGIIFRAMIN, s II II 41t1ING HUNG IT O NEW IRDER RUSS 11 II II II II II II II II II II �` II II II I II II II II II II II II II II II II II II II I II II II II II II II II II II II II II II RN I I II II II II II II II II II II II II II II I II II II II II II II II II II I II II II II I II II II II II II II II II I I II II II II I II II II II II II II II II I II II II II II I II II II II II II II II II II II II II II II I II II II II II II II II II II II II II II II I II II II II II II II II II II II I roof framing plan 1 /4" = V-0" RESUB Jan 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w z O z w LJ CA cv m I-- CAN N Q N N O a aaa El WJ Lu W Lu �C �l �--u 00 CA W x c fv O CA Lu ly FILE N.O. -2 =57 SHEET 12 6 v right elevation 1/4" = 1'-0" left elevation 1 /4" = 1'-0" 6:12 6:12 U v i x rarer Algawnfinn MEN ■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ ■■■■■ ■■■■■■■■■ oil a����a��r�o����.o��r�o����o��r�o•�r�o��r�.o��r�o��r�.c ��r�.o��r�o��r�.o��r�a��r�.o��r�- 1 /4" = 1'-0" RESUB Jan 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Ld t ,o � — 0 Ld -" Ld L w z Lu OL CA Ld FILE NO. —57 1 /2 " GWB 2x10 OUBLE TOP PLATE VENT BLOCKING / ASPHALT COMPOSITION ROOFING OVER 15# FELT R-49 INSULATION fCxfD INSULATION INSULATION BAFFLE W/ PAPER ON 1/16" 055 TRUSS, TYP. 4x HEADER PER PLAN MIN. I" AIR SPACE. SHEATHING ON MFG. TRUSSES RES U B 24 O.C. 1/2'' GWB O/ i/16" fPPED 2x 4x& HEADER (U.N.O,) RSUL 5 oWN-IN Jan 17 2023 INSULATION BAFFLE W/ OSB W/ 2x2 FRAME, 10 NDS 2x4 VENT BLOCKING W/(3) 2" MIN, 1" AIR SPACE. EXTEND DEVELOPMENT TY OF OLOPMEN SERVICES D1 DIA, SCREENED HOLES AT BAFFLE " ABOVE GATT DEPARTMENT (o ALL HEADERS TO BEAR ON (1) SPECIFIC LOCATIONS PER ROOF AND 12'' A50VE BLOWN TRIMMER STUD (U,N.O.) AND FRAMING PLAN. pI / R-49 BLOWN -IN HAVE (1) KING STUD (U,N,O,) INSULATION TO 221/2"x34" I 01 SOLID BLOCKING BLOCKING PER 7/D1 24" = LP SOFFIT MATERIAL AT OVERHANG. R-49 BLOWN-fN GWB W/ PVA PAINT, TYP. WEATHER STRIP INSULATION 12" TYPICAL 5/4"x6" FASCIA W/ 5" FOAM TAPE. 2x SOLID BLOCKING AT ALL (VARIES PER ALUMINUM GUTTERS AND FLASHINCs Ix2 TRIM BLOGKON DOES NO EOGGUR PLAN) GWB PER PLAN 5# N DG. PAPER O � 5/4x TRIM a SIDING 1/16" 065. SHEATHING 2x TRIM MASONRY/ FAUX ON 2X6'5 -8 16" O.G. W/ STONE R-21 GATT INSULATION. f SO'AC .//T7 AD ��A11IN�( D 1 IN 00F STFIF VENT T U&5 AV "=1' 3/`-F"=1'-SC/" 3/`-F"=1' (:D3"_1'-SL/II 3/ "=1'-0L O ix BUILDING PAPER PER 23/32 TeG 055 SUBFLOOR R-21 GATT INSULATION U�1 IRC. SECTION R 103. NOTE: WRAP DUCT M015TOP EZ-SEAL ON FLOOR JOISTS PER TYP. Q OPENING IN SAME MAIN FLOOR FRAMING 1/2" GWB W/ PVA PAINT, TYP. OISTOP EZ-SEAL ORDER AS TYP. WINDOW BUILDING PAPER PER PLAN- Ei P.T. SILL PLATE PER UILDING PAPER PER Ei OR ELEC. METER IRC. SECTION R�03 CODE. R-30 INSULATION SHEARWALL SCHEDULE. z (DETAIL 19-23/D3) IRC. SECTION R 103, CAULKING FLOOR BEAM PER �* __----CAULKING MOISTOP PAPER BY PLAN (w/ SOLID 5LK'G BAFFLE INSTALLER STAGGERED) R-30 INSULATION Z FLOOR JOISTS 2x10 ANCHOR BOLT k PLATE w 8 i 4" (MIN.) HOOD I RIM ' GUSSET PER WASHER PER ENGINEER OF N D1 I I ENGINEERING RIM VENT RECORD- SEE S-SHEETS N N N N 4" (MIN.) RIGID METAL PER PLAN < 0m r DUCT POST PER FND. PLAN Q N #4 CONT, WITHIN 12" OF THE TOP OF THE WALL (R403.13.1) FIN, GRAD .— DRYER DAMPERED _ -____-, .:..... ::ram_.::.,-:..-:1, .. ... D YER DAMPERED MAB15 STRAP — — — — VENT GAP (2 PG. AS ,........ , 1• . . _ a ,I, ��° ICI as ma :..:,, .:.'.,;.......I.... NT GAP. GRADE z -;---;- .:. =_ , .-:- �.�.. I. `. dd ' #4 CONT. NEAR MID -HEIGHT OF THE I- 1 SHOWN). ' ' - - - , *.t.::..;':; --,i-�--- �.::.;::.;:... 900 FELT < • � .d-I 1I- „ . WALL (R404.1.4.2) O a = 'aZ 4 D.S. TIGHTLINE 6 MOISTOP PAPER BY I i MIL BLACK VAPOR I' 6 MIL. BLACK VAPOR z INSTALLER _ BARRIER BARRIER d °—III-II BUILDING PAPER PER - - -- -'"- t0 tO • FI . #4 CONT. 3-4" FROM THE 4 -I I -- ..:., `r II••Q ' d' III= 4" PER-. FTG. DRAIN AS .I I IRC. SECTION R �03. � ,�.'. �•.��:..::....;.:;...: �:, .. q — — ���° UNDISTURBED SOIL - ,.,.. -, : .. , . THE FOOTING — REQUIRED P.T. SILL PLATE PER ° _ _ _ _ _ _ _ _ UNDISTURBED SOIL — — — — — SHEARWALL SCHEDULE. ::. �.. NOTE: WRAP DUCT OPENING �-�`--�+---`,:-�-�-"�-�`�=� -:.� .; � — — — — — — � — ---------I III III =11 III M..... ............ _ KING CO =t-f =III-III III=III=III=III-III=1 III I 1 I -I I - IN SAME ORDER AS TYP. - — — — _ — — NOTE: REBAR PER #4 VERT. (W/ STD HOOK) RE0, �' 48" WINDOW OR ELEC. METER I. III. II . III. III. III.-III..-III..-11-III PERMITs 6 ND1sruRBED SOIL PER FND. PLAN STRUCTURAL DETAILS. ONLY. (2) #4 O.C, WHEN CONST. JOINT IS CREATE (SEE DETAIL 19/D3) GENT. 6 FTG. 12" BTWN FTG 4 FDN WALL D � VENT 5 OT ION D F� VENT ELEVATION (D,54,7E D FOOT INl I C F UND 41 ION ��'� f O�� D A NAG =1'-0" CEXT. UJALL � G�i_ADE� � �� 3/�"=1'-�" CEXT. UJALL � C;,4iz,4G�E) � ASPHALT COMPOSITION SHINGLE ROOFING OVER 150 FELT uJ� RIDGE BAP COR-A-VENT REVOLUTION ROLL VENT UJ/ L REVOLUTION COMP SHINGLE TYPICAL APPLICATION ��(� PAPER EXTEND FELT PAPER u I� ROLL VENT G� OVER VENT � v — 0EA SHINGLES >... �l FELT 1" SLOT PAPER EXHAUST �tp° 12 STANDARD BLOWN -IN U ROOF INSULATION DEPTH Ld 3 SHEATHING TRUSS _ ROOF STRIP VENT W/ DISTANCE = X ATTACHMENT PER MFG, 3:12 61-2" TRUSS DETAIL END GAPS AND SNOW 5.12 3'-1111, SCREENS REQUIRED. 11 6:12 3'-5" tU 1.- 12 3'-0" PROVIDE SHINGLE 0- 5.12 2'-g" SHINGLE STARTER COURSE OVER t 9:12 2'-1" RIDGE CAP REVOLUTION VENT 10:12 2'-5" RIDGE CAP 11.12 2'-4" SHINGLES PROVIDE FLEXIBLE 12:12 2'-311 SEALANT PER MFGS. FELT 3�a' EXHAUST RECOMMENDATIONS PAPER I ROOF SHEATHING OVER SHINGLES BELOW TRUSS � @�jl DG VENTING 5TI � VENT f NG 5T If VENT L=OCATION RAFTER DETAIL (DNT s 0 NT6 zL� NOTE: GUARD RAIL NOT NOTE: (3) 8d FINISH TOENAIL, NOTE: REQUIRED WHEN GRADE IS 30" EACH MEMBER TO POST. PREDRILL W/" BIT FULL z OR LESS FROM DECK PREDRILL TO AVOID SPLITTING DEPTH. NOTE: FLASHING (3) DIA. X 4 PREDRILL W/" 5I7 FULL CEDAR 6X6 POST MAY BE 2X& CEDAR USE 50AP OR �� �� DEPTH, 2X6 ROUTED FINGER W/ LUBRI ANT OTHER LEGATED ANYWHERE CEDAR 6X6 POSTS, 57M FLUSH W/BTM OF JOISTS, JOIST HANGER GRIP EA SIDE. DECKING PER PLAN INSERTION LONGS LAG SCREWSW/STANDARD USE SOAP OR OTHER OT MAX SPAN Z'-1" PER. PLAN BETWEEN JOISTS - J O N, WASHERS EACH END p_ LUBRICANT TO FACILITATE NOTCH FOR FIT AT JOIST, � � pBL 2x JOISTS PER PLAN OF BLOCKING INSERTION CEDAR 2X3 RAIL GAP = BLOCKING —1 START LEDGER t JOISTS 2X2 CEDAR PICKETS (10) 16d TOENAILS AT EACH JOIST PER PLAN - C2) 5/4X4 a TOP I" BELOW MF JOISTS 1-1/4" MIN. WIDTH RIM - CSPACE SO THAT 4"t STRINGER (5 ON EACH SIDE) (3) J" DIA. X 4 �" LONG LAG BOTTOM OF PICKETS CANNOT PASS THRU) L PER PLAN CEDAR 6X6 POST SCREWS W/STANDARD Q MAY BE LOCATED WASHERS, J" EDGE SPACING ' C3) SIMPSON SDS 4,, DIA. DTT2Z TENSION TIE PER � ANYWHERE BETWEEN 70P AND BOTTOM, CEDAR 2X2 PICKETS 4" O.G. X 3 I/2" SCREWS 8" PLAN (®2 LEGATIONS) "� JOISTS - DO NOT REMAINDER A7 MID DEPTH - O.G. 70 RIM JOIST. 2X2 CEDAR CLETE 3x12 STAIR STRINGER NOTCH FOR FIT AT (2) LOCATIONS, CEDAR 5/4 DECKING PROVIDE 2" MIN. EDGE FLOOR JOIST _ _ _ JOIST, DISTANCE E ROW x P.T. 3x12 STRINGER LINE OF STAIRS (2)" X 6" LAG SPACING. 2Xto PONY WALL Q (2) THROUGH F 3X12 SUNWOOD BEHIND STRINGER I SCREWS FROM THE BACK OF THE DBL (2) " THROUGH BOLTS W/2" DIA, MIN. m TREAD BOLTS W/2" pIA, MIN, WASHERS. JOISTS IN70 THE END FILE N Ix TRIM BOARD P7 2x HF*2 LEDGER SIMPSON TAZ9 STAIR — — P.T. SOLID (DEPTH TO MATCH STRAIN OF THE WASHERS. (5) J" DIA, X 6" LONG LASS ANGLE � (EA.STRINGER JOIST PER PLAN I SCREWS W/ I �" DIA MIN. � —�� BLOCKING 0 DECK JOIST) - WASHERS, 70P AND BOTTOM ALL POSTS P.T. BLOCKING OVER BEAM `r I (5) G DIA X 6 I SIMPSON HI. ii LONG LASS SCREWS LI � I � SPACING FROM EDGE EXISTING 10 MIN W/ 1 DIA MIN REMAINDER EVENLY 32" O,G, RAISED STEM WALL's — SPACED - (2) LOCATIONS. USE HOT pfPPED GALV, FOUNDATION WASHERS - (2) I P.T. 4X BEAM 2X4 GUSSET 1/2" DIA. KWIK BOLT w/ NOTE: HANDRAIL NOT LOCATIONS, PER PLAN NAILED EA. j MIN. 3-1/2" EMBED. REQUIRED AT STAIR FLIGHT JOIST PER PLAN SIDE DEPTH 12" O.G. OF SHEET E E T P.T. POST 3 OR FEWER RISERS JOIST PER PLAN III "' RIM BOARD PER PLAN BLOCKIN OT' 0 D f � f ON � f N 05OONN, 0SCONNECTION — � ,��=1'—/7ti 11 =II-011 51 NGLE POLE SW I TGH � orz a THREE OR FOUR -WAY SNITCH DIMMER SWITCH (+48" A.F.F. U.N.O. � DEDICATED CIRCUIT � I10 V. OUTLET (+16" A.F.F. U.N.O.) � I10 V. HALF HOT OUTLET (+16" A.F.F. U.N.O.) 6FI� I0 V. GFI DUPLEX OUTLET (+48" A.F.F. U.N.O.) � 220 V. APPL I ANGE OUTLET WATERPROOF OUTLET QSD I IOv SMOKE DETECTOR W/BATTERY BACK-UP NCO IIOv CARBON MONOXIDE � SMOKE DETECTOR � u� WHOLE HOUSE FAN �F� EXHAUST FAN/LIGHT COMBINATION i0 CFM UN.O. -V.T.O. � TYP. EXHAUST FAN �0 CFM UN.O. -Y.T.O. � SURFACE MOUNTED LIGHT � PENDANT MOUNTED LIGHT �[ WALL MOUNTED LIGHT � REGESSED (CAN) LIGHT W.P. WATERPROOF REGESSED LIGHT u I ELECTRICAL PANEL � METER G� GAS METER LOW VOLTAGE S�I'1"IBOLS: . TELEPHONE JACK OPT. DATA Ov CABLE TV JACK +16" 70 70P (A.F.F.) © DOOR BELL CHIME � 8'-0" AFF ELECTi�IC,4L NOTES: w/ INTERIOR TEMPERATURE GAUGE. 2x8 OTHERMOSTAT FLAT -BLOCK AT 5�" A.F.F. FOR THERMOSTAT. O2 KITCHEN EXHAUST FANS SHALL HAVE MIN. 100 CFM. U.N.O. OBATH AND UTILITY ROOM EXHAUST FANS TO BE �0 CFM MIN. U.N.O. CONTRACTOR TO SPECIFY GROUNDING OELECTRICAL ELECTRODE SYSTEM -BOND TO GAS AND WATER PIPING. ELECTRICAL FIXTURES INSTALLED ABOVE OALL TUBS AND SHOWERS TO BE WATERPROOF. GFI. RECEPTACLES SHALL BE INSTALLED IN KITCHENS AT COUNTER SPACE 12"OR WIDER, AND THAT NO POINT OEACH ALONG ANY LENGTH OF COUNTER IS MORE THAN 4'-0" FROM ANY OUTLET. OSTUB UP 70 55 �i2" A.F.F. FOR UNDER CABINET LIGHTING PER ADDENDUM OPROVIDE PLACARD AT CONTROLS TO READ 'WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)' DOOR BELL PUSH BUTTON TO THE LEFT OF THE ACTIVE OPROVIDE DOOR CENTERED ON THE WALL �' 42" HIGH. 1� COMBO SWITCH FOR BOTH OPT. FAN AND IGNITOR FIREPLACE PER ADDENDUM. 110Y SMOKE DETECTOR INTERCONNECTED W/ BATTERY 11 BACKUP WHOLE HOUSE FAN 2�-TIMER FRACTIONAL 'ON' TIME TO BE 12 SET BY MECHANICAL CONTRACTOR- SEE ECI SHEET ONE DUPLEX GFI RECEPTACLE EACH SHALL BE PROVIDED AT: 13 FRONT of DWELLING, REAR of DWELLING, AND IN GARAGE NEXT TO ELECTRICAL PANEL. RESUB Jan 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z O t>= N w Q 11.1 Q z O z w H N N N N z w O O a aaa �0OL FA GT. FI - T.O. \- / m. bath r — — — — — — — — OVERHANG ABOVE 10 C ]''I./ I — — V.T.O. I I deck I _ I m. bdrm I I I I LVJ DW I liz HOT FOR I � .1 DISP. I I I \ I, bdrm 2 — 4 I o o LVJ DW _ rp� LU dining - j - UA 1J— M S.D. I ov � �I 220v I I S D. 110V FOR DRYER COOKTOP� closet / Cb' NHW I _ o -�� /.1 1WI � r-- --�r- --, , IF------ir-------1 I Hood" Lu p / kitchen I W.P. , s C HW 110V 0 REF III I 10 CF.M. I s0 CFM W.H.F. -- % I N4 J office mud FAN VTo \ , / I I VT.o.II UNDISTURBED u I ---- ---- - -�, hall bath S.D. .1110V I LVJ \ ET �p� GFI. rp TO II V RELOCATE GARAGE EXISTING SWITCHES TO HERE I � < garage I �� EXISTING I TO EXISTING z LLJ j family S OIOV > W UNDISTURBED I IlVing I UNDISTURBED j RHW ro bdrm 3 I� z EXISTING UNDISTURBED X Z OL IN � main floor electrical FILE NO. 1 /4" = 1'-091 — E HEET E GENERAL STRUCTURAL NOTES BUILDING CODE: 2018 EDITION OF THE INTERNATIONAL BUILDING CODE AS AMENDED BY THE CITY OF TACOMA GRAVITY LOADS: ROOF: ROOF DEAD LOAD = 15 PSF ROOF LIVE LOAD = 25 PSF (SNOW) FLOOR: FLOOR DEAD LOAD = 15 PSF FLOOR LIVE LOAD = 40 PSF LATERAL LOADS: IMPORTANCE FACTOR (IW, IE) = 1.0 WIND: BASIC WIND SPEED = 110 MPH EXPOSURE = B SEISMIC: SEISMIC DESIGN CATEGORY = D RESPONSE MODIFICATION FACTOR (R)= 6.5 SHORT PERIOD ACCELERATION (SDS) = 1.023 PRIME CONTRACT DRAWINGS: THE ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS, SHORING, SURVEYING, CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, AND LANDSCAPING, AMONG OTHERS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ADDITIONAL REQUIREMENTS. DIMENSION VERIFICATION/CONFLICTS: CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GRID LOCATIONS, PROPERTY LINE LOCATIONS, FLOOR ELEVATIONS, FOOTING ELEVATIONS, DEPRESSIONS, WITH THE ARCHITECTURAL, CIVIL AND SURVEY DRAWINGS, DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. TYPICAL DETAILS: TYPICAL DETAILS SHOWN ON THE DRAWINGS SHALL APPLY UNLESS NOTED OTHERWISE. SOME TYPICAL DETAILS ARE CUT OR OTHERWISE REFERENCED IN THE DRAWINGS HOWEVER MOST ARE NOT. WHERE SPECIFIC DETAILS ARE NOTED ON THE DRAWINGS THE SPECIFIC DETAIL SHALL BE USED. WHERE NO DETAIL IS NOTED IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHOOSE THE APPROPRIATE DETAIL FROM THOSE PROVIDED. FOUNDATIONS: SPREAD FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL 18" MINIMUM BELOW FINISHED GRADE. FINISHED GRADE IS DEFINED AS TOP OF SLAB FOR INTERIOR FOOTINGS AND LOWEST ADJACENT GRADE WITHIN 5 FEET FOR PERIMETER FOOTINGS. DESIGN SOIL BEARING VALUE = 1,500 PSF. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 3,000 PSI TO COMPLY WITH EXPOSURE REQUIREMENT OF IBC TABLE 1904.2 STRUCTURAL DESIGN IS BASED ON f'c OF 2,500 PSI. PER IBC 1705.3., NO SPECIAL INSPECTION REQUIRED. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO A.C.I. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AT TRENCHES, FLOOR DUCTS, TURNDOWNS, ETC. MAXIMUM SLUMP 4-1/2" FOR CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL. UNLESS APPROVED OTHERWISE IN WRITING BY THE ARCHITECT, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY CONTROL JOINTS (KEYED OR SAW CUT), AS SHOWN ON THE FOUNDATION PLAN, SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 225 SQUARE FEET. KEYED CONTROL JOINTS NEED ONLY OCCUR AT COLD JOINTS, ALL OTHER JOINTS MAY BE SAW CUT. FLY ASH - IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS, SHALL BE LIMITED TO 18% OF CEMENTITIOUS MATERIALS AND SHALL HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE. :11m111110yn1" ASTM A615 (Fy = 60 KSI) DEFORMED BARS FOR ALL BARS #4 AND LARGER. ASTM A615 (Fy = 40 KSI) DEFORMED BARS FOR ALL BARS #3 AND SMALLER. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. LATEST A.C.I. CODE AND DETAILING MANUAL APPLY. CLEAR CONCRETE COVERAGES AS FOLLOWS: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" EXPOSED TO EARTH OR WEATHER #6 OR LARGER 2" #5 AND SMALLER 1 1 /2" ALL OTHER PER LATEST EDITION OF ACI 318 LAP SPLICES IN CONCRETE: LAP SPLICES, UNLESS NOTED OTHERWISE, SHALL BE CLASS "B" (LSB) TENSION LAP SPLICES PER LATEST EDITION OF A.C.I. 318. STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH. ALL REINFORCING SHALL BE CHAIRED TO ENSURE PROPER CLEARANCES. SUPPORT OF FOUNDATION REINFORCING MUST PROVIDE ISOLATION FROM MOISTURE/CORROSION. ALL SPLICE LOCATIONS SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. REINFORCING BAR SPACINGS GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH STANDARD 90 DEGREE HOOKS UNLESS NOTED OTHERWISE. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. CLASS B LAP SPLICE AND DEVELOPMENT LENGTHS BAR # Ld (IN) Ld TOP (IN) LSB (IN) LSB TOP (IN) Ldh (IN) Ldc TOP (IN) 3 12 16 16 22 6 8 4 18 24 24 32 8 12 5 24 30 30 38 11 15 TABLE NOTES: TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT. STRUCTURAL STEEL: ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION 14TH EDITION. MATERIAL PROPERTIES: WOOD: SAWN LUMBER: FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES JOISTS & RAFTERS: WOOD TYPE: ALL DF #2 BEAMS: ALL DF #2 LEDGERS AND PLATES: HF #2 STUDS: ALL HF #2 POSTS: 4X4 HF #2 4X6 OR LARGER DF #2 PRESSURE TREATED JOISTS, BEAMS, AND POSTS: ALL HF #2 PLYWOOD: ALL PLYWOOD SHALL BE AMERICAN PLYWOOD ASSOCIATION CDX-RATED SHEATHING OR BETTER, AND SHALL BEAR THE STAMP OF AN APPROVED TESTING AGENCY. LAY UP PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. (ON ROOFS WHERE PLYWOOD IS LAID UP WITH FACE GRAIN PARALLEL TO SUPPORTS, USE A MINIMUM OF 5-PLY PLYWOOD). STAGGER JOINTS. ALL NAILING SHALL BE WITH COMMON NAILS. WHERE SCREWS ARE INDICATED FOR WOOD -TO -WOOD ATTACHMENTS, USE WOOD SCREWS MEETING THE REQUIREMENTS OF A.N.S.I./A.S.M.E. B18.6.1 OF GRADE ASTM A584, GRADE 1013 TO 1022 STEEL (FY=193,600 PSI). HORIZONTAL DIAPHRAGM AND SHEARWALL CAPACITIES SHALL BE PER THE LATEST EDITION OF I.C.C. REPORT ESR-1539. ALL PLYWOOD SHALL BE OF THE FOLLOWING NOMINAL THICKNESS, SHALL HAVE THE FOLLOWING SPAN/INDEX RATIO, AND SHALL BE ATTACHED AS FOLLOWS, UNLESS NOTED OTHERWISE: USE: THICKNESS: SPAN/INDEX RATIO: EDGE ATTACHMENT: INTERMEDIATE ATTACHMENT: ROOF 7/16" 32/16 8d NAILS @ 6" O.C. 8d NAILS @ 12" O.C. FLOOR 3/4" T & G 40/20 SCREWS © 6" O.C. SCREWS Q 12" O.C. SHEAR WALL 7/16" 24/0 8d NAILS @ 6" O.C. 8d NAILS @ 12" O.C. SCREWS AT FLOOR SHEATHING SHALL BE #8 x 2 1/2" LONG FOR SHEATHING LESS THAN 1" NOMINAL THICKNESS, AND SHALL HAVE CURRENT I.C.C. APPROVAL AS A REPLACEMENT FOR 10d NAILS IN WOOD PANEL DIAPHRAGMS. SCREWS PER I.C.C. ER-5280 OR APPROVED EQUAL. ALL FLOOR SHEATHING SHALL BE GLUED TO SUPPORT MEMBERS WITH AN A.P.A. AFG-01 OR ASTM D3498 QUALIFIED GLUE IN ACCORDANCE WITH A.P.A. FORM E30. ALTERNATE SHEATHING: AMERICAN PLYWOOD ASSOCIATION PERFORMANCE RATED SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVAL OF OWNER, ARCHITECT AND ROOFING CONTRACTOR. RATED SHEATHING SHALL COMPLY WITH I.C.C. ESR-1301, EXPOSURE 1, AND SHALL HAVE A SPAN RATING AND SHEAR VALUE EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT AND THICKNESS (WITHIN 1/32") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES. INSTALL PLYWOOD PER MANUFACTURER'S RECOMMENDATIONS. NAILING: ALL NAILS SHALL CONFORM TO ASTM F1667. ALL NAILING SHALL BE WITH COMMON WIRE NAILS OR APPROVED EQUAL. ALL NAILING SHALL BE WITH POWER -DRIVEN FASTENERS MEETING THE REQUIREMENTS OF I.C.C. ESR-1539 OR APPROVED EQUAL. ALL NAILS AND FASTENERS IN PRESSURE -TREATED OR FIRE RETARDANT WOOD SHALL BE HOT -DIPPED ZINC GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, COPPER, OR APPROVED EQUAL, TYPICAL UNLESS NOTED OTHERWISE TO MEET THE REQUIREMENTS OF I.B.C. SECTION 2304.9.5. NAILS SPECIFIED BY PENNYWEIGHT SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PENNYWEIGHT: SHANK DIAMETER: NAIL BENDING YIELD STRENGTH (Fyb): 8d 0.131" 100,000 PSI 10d 0.148" 90,000 PSI 16d 0.162" 90,000 PSI GLUED -LAMINATED BEAMS (GLULAM): GLUED -LAMINATED BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 265 PSI, Fc (PERPENDICULAR) = 650 PSI, E = 1,800,000 PSI. CONTINUOUS BEAMS OR BEAMS CANTILEVERING OVER SUPPORTS SHALL HAVE THE SPECIFIED MINIMUM PROPERTIES TOP AND BOTTOM. ALL BEAMS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATEST AITC AND WCLA STANDARDS. BEAMS TO BEAR GRADE STAMP AND AITC STAMP AND CERTIFICATE. CAMBER AS SHOWN ON DRAWINGS. GENERAL SYMBOLS E GRID BUBBLE OWP WORK POINT GRID LINE LIMIT OF SPAN DIRECTION OF SPAN NORTH ARROW SLOPE SOIL GRAVEL BREAK IN SLOPE o o ELEVATION DATUM ELEVATION VIEW A A SS .01 D S1.01 B ELEVATION VIEWS C WOOD GENERAL: DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. DOUBLE UP FLOOR JOISTS AND BLOCKING UNDER PARTITIONS. PROVIDE 2" SOLID BLOCKING AT SUPPORTS OF ALL JOISTS. DOUBLE UP STUDS AT JAMBS AND UNDER BEAMS. EVERY OTHER STUD OF WOOD FRAME BEARING WALL SHALL HAVE A SIMPSON H3 ANCHOR TOP AND BOTTOM, EXCEPT AT THOSE WALLS WHERE PLYWOOD SHEATHING IS DIRECTLY ATTACHED TO THE TOP AND BOTTOM PLATES WITH EDGE NAILING. PROVIDE 2x SOLID BLOCKING AT MID -HEIGHT OF BEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. ALL FIELD CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESSURE TREATED WOOD SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. WOOD CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT AND EQUIVALENT I.C.C. APPROVAL. ALL WOOD CONNECTORS IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT WOOD SHALL BE: "Z-MAX", HOT -DIPPED GALVANIZED, STAINLESS STEEL, OR APPROVED EQUAL, TYPICAL UNLESS NOTED OTHERWISE. TYPICAL CONNECTIONS SHALL USE THE FOLLOWING SIMPSON STRONG -TIE CONNECTORS, UNLESS NOTED OTHERWISE: CONNECTION TYPE POST TO FOUNDATION POST TO BEAM JOIST TO BEAM BEAM TO BEAM TYPICAL CONNECTOR PBS TYPE POST BASE PC TYPE POST CAP LU TYPE HANGER HU TYPE HANGER HANGERS SHALL BE THOSE SIZED FOR THE APPLICABLE FRAMING MEMBER. I.E.-AN LU26 HANGER SHALL BE USED FOR A 2x6, NOT AN LU24. TOP FLANGE HANGERS WITH EQUIVALENT OR GREATER CAPACITY SHALL BE SUBSTITUTED FOR FACE -MOUNTED HANGERS AS APPLICABLE. PREFABRICATED FLOOR AND ROOF TRUSSES: PREFABRICATED TRUSSES ARE DEFERRED SUBMITTAL ITEMS TO BE DESIGNED BY A PROFESSIONAL ENGINEER, FABRICATED AND INSTALLED PER THE LATEST TRUSS PLATE INSTITUTE STANDARDS. FABRICATOR TO PROVIDE ALL CONNECTION DESIGN AND DETAILS. ROOF TRUSSES SHALL BE DESIGNED FOR THE SNOW LOAD SPECIFIED IN THESE DOCUMENTS AND ANY ATTIC LIVE LOADS THAT ARE APPLICABLE PER IRC TABLE R301.5. WHERE ROOF TRUSSES ARE NOT PROVIDED TO COMPLETE THE SYSTEM, OVERFRAMING MEMBERS AND THEIR CONNECTIONS SHALL BE PROVIDED. OVERFRAMING DETAILS SHALL BE INCLUDED IN THE ROOF TRUSS SHOP DRAWINGS IN ORDER TO PROVIDE LOADING CONDITIONS CONSISTENT WITH THE MODELING OF THE TRUSSES. THE OVERFRAMING AND RELATED DETAILS SHALL BE DESIGNED UNDER THE DIRECTION OF THE TRUSS ENGINEER. WHERE ROOF/FLOOR TRUSSES ALIGN WITH SHEAR WALLS, A SPECIAL TRUSS SHALL BE PROVIDED THAT HAS BEEN DESIGNED TO TRANSFER THE SPECIFIC WIND AND SEISMIC LOADS SHOWN ON THE PLANS. THE TRUSS SHALL BE DESIGNED TO TRANSFER LOADS BETWEEN THE ROOF/FLOOR SHEATHING AND THE SHEAR WALL BELOW. TRUSSES SHALL BE DESIGNED TO TRANSFER A MINIMUM OF 150 PLF ALONG THE LENGTH OF THE TRUSS. ALL TEMPORARY AND PERMANENT BRACING REQUIRED FOR THE STABILITY OF THE TRUSS ELEMENTS UNDER GRAVITY LOADS AND IN -PLANE WIND OR SEISMIC LOADS SHALL BE DESIGNED BY THE TRUSS ENGINEER. WHERE THE TOP CHORD IS NOT DIRECTLY ATTACHED TO SHEATHING, THE TRUSS ENGINEER SHALL DESIGN AND SHOW THE PLACEMENT OF ALL REQUIRED TOP CHORD BRACING AND CONNECTIONS ON THE TRUSS SHOP DRAWINGS. ANY BRACING LOADS TRANSFERRED TO THE MAIN BUILDING SYSTEM SHALL BE IDENTIFIED AND SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW. DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO THE ENGINEER OF RECORD PRIOR TO SUBMITTING TO THE BUILDING OFFICIAL FOR APPROVAL. NO CUTTING DRILLING OR NOTCHING OF TRUSSES SHALL BE PERMITTED WITHOUT THE APPROVAL OF THE TRUSS DESIGN ENGINEER. TRUSS INSTILLATION AND BRACING DRAWINGS FROM THE TRUSS DESIGNER SHALL BE AVAILABLE ON THE JOB SITE FOR REVIEW BY THE BUILDING OFFICIAL. IF THE TRUSS MANUFACTURERS INSTILLATION DRAWINGS ARE NOT AVAILABLE THEN THE CONTRACTOR SHALL HAVE ON SITE, AND TRUSSES SHALL BE INSTALLED PER THE LATEST EDITION OF BCSI "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES". GENERAL: THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE OWNER. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. DETAIL SYMBOLS DIRECTION OF CUT IDENTIFIER SECTION CUT HEET IDENTIFIER A ERE SECTION IS S1.01 FOUND DETAIL NUMBER IDENTIFIER D SECTION DETAIL ELEVATION S1.01 S6.01 S3.01 SCALE 1 /4"=1'-0" (D DETAIL BUBBLE SHEET WHERE SEC/DET/ELEV CUT CURRENT SHEET LE L S WH ABBREVIATIONS ACI AMERICAN CONCRETE INSTITUTE EW EACH WAY OC ON CENTER AISC AMERICAN INSTITUTE OF STEEL CONST. FDN FOUNDATION OD OUTSIDE DIAMETER ALT ALTERNATE FF FINISH FACE, FINISH FLOOR OSB ORIENTED STRAND BOARD APA AMERICAN PLYWOOD ASSOCIATION FT FEET PCF POUNDS PER CUBIC FOOT APPROX APPROXIMATE FTG FOOTING PERP PERPENDICULAR ARCH ARCHITECT, ARCHITECTURAL GALV GALVANIZED PL PLATE, PROPERTY LINE AWS AMERICAN WELDING SOCIETY GLB GLUE LAMINATED BEAM PLF POUNDS PER LINEAL FOOT BLDG BUILDING GWB GYPSUM WALL BOARD PREFAB PREFABRICATED HORIZ HORIZONTAL PSF POUNDS PER SQUARE FOOT CANT CANTILEVERED PSI POUNDS PER SQUARE INCH CC CENTER -TO -CENTER IBC INTERNATIONAL BUILDING CODE PT PRESSURE TREATED CG CENTER OF GRAVITY ID INSIDE DIAMETER R RADIUS CL CENTERLINE IN INCH REBAR REINFORCING STEEL BARS CLR CLEAR K KIPS (1000 POUNDS) REQD REQUIRED COL COLUMN KSF KIPS PER SQUARE FOOT CONC CONCRETE KSI KIPS PER SQUARE INCH SCHED SCHEDULE CONST CONSTRUCTION SIM SIMILAR CRSI CONCRETE REINFORCING STEEL INSTITUTE LB POUND SOG SLAB ON GRADE CY CUBIC YARD Ld DEVELOPMENT LENGTH SQ SQUARE Ldc COMPRESSION DEVELOPMENT LENGTH SW SHEAR WALL d PENNYWEIGHT (NAILS) Ldh HOOK DEVELOPMENT LENGTH DEMO DEMOLISH, DEMOLITION LF LINEAL FOOT T&B TOP AND BOTTOM DF DOUGLAS FIR ILL LIVE LOAD T&G TONGUE AND GROOVE DIA DIAMETER LSB LAP SPLICE TYPE B TYP TYPICAL DIM DIMENSION LSL LAMINATED STRAND LUMBER UNO UNLESS NOTED OTHERWISE DL DEAD LOAD LVL LAMINATED VENEER LUMBER VERT VERTICAL DWG DRAWING MAX MAXIMUM W WIDTH, WIDE FLANGE EX EXISTING MFR MANUFACTURER W/ WITH ELEV ELEVATION MIN MINIMUM W/0 WITHOUT ELEC ELECTRICAL NIC NOT IN CONTRACT WP WORK POINT EMBED EMBEDMENT NO. # NUMBER WT WEIGHT EQ EQUAL, EARTHQUAKE NTS NOT TO SCALE WWF WELDED WIRE FABRIC SHEET LIST SO.1 GENERAL STRUCTURAL NOTES SO.2 TYPICAL DETAILS S1.1 FOUNDATION AND FLOOR FRAMING S1.2 WALL FRAMING S1.3 ROOF FRAMING S3.1 DETAILS SHEAR WALL SCHEDULE WALL MARK SHEATHING SIDES PANEL EDGE FIELD FRAMING AT ADJACENT PANEL BASE PLATE ANCHOR BOLT FOUNDATION SILL PLATE/FLOOR BASE BLOCKING/RIM NAILING NAILING EDGES ATTACHMENT SPACING PLATE JOIST ATTACHMENT P1-6 7/16" OSB ONE 8d NAILS 12" O.C. 2x 16d NAILS AT 8" 5/8" DIAMETER BOLTS 2x SIMPSON LTP4 CLIPS AT 6 O.C. O.C. AT 48" O.C. AT 48" O.C. P1-4 7/16" OSB ONE 8d NAILS 12" O.C. 2x 16d NAILS AT 6" 5/8" DIAMETER BOLTS 2x SIMPSON LTP4 CLIPS AT 4" O.C. 0.C. AT 32" O.C. AT 32" O.C. SHEAR WALL SCHEDULE NOTES 1• FRAMING STUDS SHALL BE HEM FIR #2 SPACED AT 16" O.C. MAXIMUM. THICKNESS OF STUDS SHALL BE 2x UNLESS OTHERWISE NOTED IN SCHEDULE. 2. SHEATHING PANELS MAY BE LAYED VERTICAL OR HORIZONTAL. BLOCK ALL HORIZONTAL EDGES WITH 2x OR 3x BLOCKING TO MATCH STUD WIDTH UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEARWALLS SHALL RECEIVE APA RATED SHEATHING, FULLY BLOCKED WITH MINIMUM EDGE ATTACHMENT OF 8d NAILS @ 6" O.C., 12" O.C. FIELD. 4. NAILING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. 5• MINIMUM ANCHOR BOLT SPACING OF 48" O.C. UNLESS OTHERWISE NOTED IN SCHEDULE. MINIMUM OF 2 ANCHORS PER WALL. PROVIDE 3%Y 0.229" SQUARE WASHERS AT EACH ANCHOR BETWEEN THE SILL PLATE AND WASHER. A DIAGONAL SLOT WITH A WIDTH OF UP TO 3/16" LARGER THAN THE BOLT DIAMETER AND A SLOT NOT TO EXCEED 1-3/4", PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. DO NOT RECESS BOLTS. 6. TABLES BASED ON 8d NAILS (2 1/2" LONG x 0.131" COMMON OR 2 1/2" LONG x 0.113" GALVANIZED BOX) 7. BLOCKING/RIM JOIST ATTACHMENT NEED NOT BE USED WHERE THE SHEATHING IS DIRECTLY ATTACHED TO THE BASE/SILL PLATE WITH EDGE NAILING. cn z 0 U) w w J H H U w 0 WOOD SYMBOLS CIS w 48 - WOOD BEAM 0 J HOLDDOWN POST SIMPSON HOLDDOWN� u, � TYPE o;47 1 ~ U N L Lu SHEARWALL Lu C/) SHEATHING THIS SIDE SHEARWALL Q (SHEATHING BOTH SIDES P2- TYPE WALLS) TYPE ry �.. j z W U) w 0 Q w co 04 0 00 rn cn 0 W cn N 0 0 Q M CD0-)N N WIDE FLANGE SECTIONS ASTM A992 Fy = 50 KSI OTHER SHAPES AND PLATE ASTM A36 Fy = 36 KSI DRAWN BY: DJC HOLLOW STRUCTURAL SECTIONS ASTM A500 GRADE B Fy = 46 KSI STRUCTURAL STEEL PIPE ASTM A53 GRADE B Fy = 36 KSI DATE: 01-10-2022 ANCHOR BOLTS ASTM F 1554 GRADE 55 MACHINE BOLTS ASTM A 307 GRADE A SCALE: AS NOTED PROJECT NO.: 22-100 ALL BOLTS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE. ALL ANCHOR BOLTS SHALL BE ASTM F1554, GRADE 36. ALL CONSTRUCTION PER LATEST AISC HANDBOOK. ALL EXPANSION AND EPDXY SHEET NUMBER BOLTS TO HAVE I.C.C. RATING FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE. ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC., SHALL BE INSTALLED WITH STEEL WASHERS AT FACE OF [1 O . i WOOD. J SHEET 1 OF 6 SHEET 1 OF 6 BOLT DIAMETER VERT BOLT EMBEDMENT LENGTH HORIZ BOLT EMBEDMENT LENGTH HEADED STUD FILLET WELD SIZE, "S" 1 /2" 7" 4" 1 /4" 5/8" 7" 4" 5/16" 3/4" 7" 5" 5/16" 7/8" 8" 6" 5/16" 1" 9" 7" 3/8" 1 1 /8" 10" 8" 1 1 /4" 11 " 9" ANCHOR BOLT (3) z S o II m II w II ANCHOR (HEADED STUD SIMILAR) z w 0 w m w NOTES: PROVIDE ANCHORS, ANCHOR BOLTS, AND EXPANSION BOLTS, PER THIS SCHEDULE UNLESS NOTED ON PLANS OR ON DETAILS EXPANSION BOLTS SHALL HAVE I.C.C. REPORT FOR SAME INSTALLATION AT "ANCHORS" USE 3/16" FILLET THICKNESS OF DRYPACK DOES NOT APPLY TOWARDS EMBEDMENT. EXPANSION BOLT (EPDXY BOLT SIMILAR) NOTES: 1. FACE OF WALL, TOP OF WALL, COLUMN, ETC. 2• 2" MIN. STANDARD HOOK, OR BOLT HEAD, TYP. 3. PLATE, ANGLE, CHANNEL, ETC. TYPICAL ANCHOR, ANCHOR BOLT, AND EXPANSION BOLT 04 SCHEDULE SCALE: NTS (2 —IF- TT (3) II II II II II II I II II III II II II III (4) II II II III II II II III II II I�( II II II III II II II III II � i l I— II II III II II II II II II L--U--IL 1 n n J`-- m i s SHEARWALL ELEVATION 05 NOTES: 6) 1. MULTIPLE STUDS (MINIMUM 2 UNO) AT EACH END OF PANEL NAILED AS BUILT-UP POST 2. HOLDOWN PER PLAN 3. WOOD STUD 4. BLOCKING REQUIRED AT 4) SHEATHING PANEL JOINTS 5. ANCHOR BOLTS PER SHEARWALL SCHEDULE 6. SHEATHING AND ATTACHMENT PER SHEARWALL SCHEDULE 7) 7. FINISHED FLOOR j (2) SCALE: NTS NOTES: 1• CORNER BARS SAME SIZE AND SPACING AS HORIZONTAL, REINFORCING LAP PER GSN (24" MINIMUM) 2. CONCRETE STEM WALL OR FOOTING 3. ALTERNATE BENDS 4• REINFORCING PER PLANS AND/OR DETAILS PLAN - CORNER REINFORCING IN CONCRETE FOOTING, STEM OR WALL UL SPREAD FOOTING TABLE DESIGNATION FOOTING SIZE FOOTING THICKNESS REINFORCING 18" 0 18" DIAMETER 6" - 24" 0 24" DIAMETER 7" - 16 1'-4"x1'-4" 6" - 18 1'-6"x1'-6" 6" - 24 2'-0"x2'-O" 7" (2) #4 EACH WAY 27 2'-3"x2'-3" 8" (2) #4 EACH WAY 30 2'-6"x2'-6" 8" (3) #4 EACH WAY 36 3'-0"0'-O" 8" (3) #4 EACH WAY 42 3'-6"x3'-6" 10" (4) #4 EACH WAY 48 4'-0"x4'-O" 12" 1 (5) #4 EACH WAY (4) ISOLATED SPREAD FOOTING SCHEDULE SCALE: NTS CO3 C J NOTES: 1. FOOTING PER PLAN 2. SOIL 3. REINFORCING PER TABLE 4. UNDISTURBED SOIL OR COMPACTED FILL 5. OPTIONAL PLINTH BLOCK AT ISOLATED SPREAD FOOTINGS 6. POST BASE PER PLAN OR GENERAL STRUCTURAL NOTES, REQUIRED AT ISOLATED SPREAD FOOTINGS 7. (4) #3 DOWELS REQUIRED INTO PLINTH SCALE: NTS (3) IA 1-1 INU I tJ: 1. SILL PLATE AND ANCHOR BOLTS PER SHEARWALL SCHEDULE 2. TOP OF CONCRETE 3. REINFORCING PER PLAN OR DETAIL 4. FOUNDATION VENT 5. ADDITIONAL 4 FOOT HORIZONTAL BAR, CENTER ON VENT 6. INTERRUPTED VERTICAL BAR, ADD 2 FOOT VERTICAL 1. SEE ARCHITECTURAL PLANS FOR VENT QUANTITY AND SPACING. 2. LOCATE VENTS AT LEAST 2 FEET FROM CORNERS. DO NOT PUT A VENT IN WALLS LESS THAN 5 FEET LONG. 3. IF VENTS ARE NOT CALLED OUT ON ARCHITECTURAL PLANS. INSTALL A VENT IN ALL WALLS 5 FOOT OR LONGER. INSTALL VENTS 12 FOOT ON CENTER. 4. DO NOT LOCATE A VENT WITHIN 1 FOOT OF A SPREAD FOOTING, OR 2 FEET OF A POST CALLED OUT ON THE MAIN FLOOR STRUCTURAL FRAMING PLAN. TYPICAL FOUNDATION VENT SCALE: NTS W z 0 W w z O 0 W J H 7 75 0 w J F- F- F- W w U) co 04 0 00 rn U) 0 W U) W N � 0 o Q w aD 0 Q M O N N DRAWN BY: DJC DATE: 01-10-2022 SCALE: AS NOTED PROJECT NO.: 22-100 SHEET NUMBER SO.2 SHEET 2 OF 6 z E SUB 0 J n 17 20Z, U CITY OF EDM NDS Lu U) DEVE -OPM NT S ERVIC ES c/) M DEPARTMENT Z O U) w w Q 0 4t w two 42'-3" � DQ 2'-0" 20'-11 1 /2" V N i F 00 P toll Lm LM P o m N co I � a ALIGN BEAM AND FOOTINGS WITH POSTS ABOVE 1-1 o 4W 6'-3 1/2" J 5'-6" 1111� b'Q JL I 102 S3.1 TYP 2x10 RIM JOIST NAIL TO STUDS WITH I105 (3) 16d NAILS PER STUD, HANG JOISTS[105' S3.1 04 WITH LU28 HANGERS I oco — — — — — — — — — — —LLILLL z m O � 4x6 POST UNDER GIRDER TRUSS I I 0 p o 4'-0"x1'-6"x8" FOOTING, DOWEL INTO EXIST DOTING WITH 4 DOWELS � � MATCH EXISTING FLOOR HEIGHT I I J Q w ui co II cn CD II II 0 u N I�� �� �� �� �� �� ��I I Q L� L� oF�ooR L� L� L� L�I I O I Fo�NOP��oN PN F —1 F —1 F � II ~ o PT PLATE ON EXISTI LAB L —1 L —1 L N II II II II II II BLOCK UNDER POINT LOADS ABOVE L-1 L-1 L-1 L-1 L-1 L-1 L-1 L-1 II II II uj LL II II � II II o C� w Z w O H u- Q M Z O u— DRAWN BY: DJC DATE: 01-10-2022 SCALE: 1/4" = 1'-0" PROJECT NO.: 22-100 SHEET NUMBER FOUNDATION AND FLOOR S1.1 SHEET 3 OF 6 SCALE: 1 /4" = 1'-0" 8'-1 3/4" 8'-1 3/4" I PT 4x10 r r L — L L 1 4 — — 16 16 � O 16 I I 18 18 18 TYP,2 S3.1 101 \ Q 4x8 S3.1 co I � — — TY � `D N I J I O )105 Q I � S3.1 � S3.1 D D z G7 � 7'-6" P1-4 I I I I 4- I o M m m C C 0 � C C QD Z I Z m m 1�j I c� m D Z7 m Im � 70 D m c I 0 I I 0 � I rn o 0 r 0 z 0 m_ c) 0 m m � � I Cf) LF cn I P1-4 6'-10" c� D m m I I 0 SHEET TITLE PROJECT TITLE REVISIONS m > tiSAYw EDP m = z D D z TOMKINSON ADDITION ������—"�1L4- m o m m 75 Q �q Q Jam' `� Z o W � o o WALL FRAMING Puget Sound Structural Engineeringm co n N M o o c`� SITE ADDRESS �� � 46346�� ��,� Ns ri PO B (2 3)9298-25 4 Tacoma WA co CD r1j 22903 76th Avenue West, Edmonds WA 98026 �SSI ��� REV. # DATE DESCRIPTION 0 m mn �o< � rn �Zo � ��Z o m z E SUB 0 J n 17 20Z, U CITY OF EDM NDS Lu U) DEVE -OPM NT S ERVIC ES Pn M DEPARTMENT Z O U) w w Q 0 4t w two W a .a � a V H 302 u 9 o� P it Ln in P o � m 10 a P� X 301 v - VTYP �wp 4A �o �Q 46 II I� I II II II I II I I � — — — — N 0 i TRUSS MANUFACTURER: co II 52x1 FLUSH LB _ _ — DESIGN GIRDER FOR 105 PLF DEAD LOAD AND z 175 PLF SNOW LOAD ON BOTTOM CORD O Q V) 0 0 FLAT N BOT M OF R FTER F 12" 0 E= if I HANC TO BEA1. WITH L 26 HA N ERS � FLATTEN BOTTOM OF RAFTERS FOR 12" AND w Q c ILL] HANG TO GIRDER TRUSS WITH LU26 HANGERS � Lu cn � z N N w 0//�� co uj ~ ROOF Q y 2x8 T24.� 0 � o m 46 46 N N V cZ w G uj w w LL c/) LL 0 0 Q!. DRAWN BY: DJC DATE: 01-10-2022 SCALE: 1/4" = 1'-0" PROJECT NO.: 22-100 SHEET NUMBER ROOF FRAMING S1-3 SHEET 5 OF 6 SCALE: 1 /4" = 1'-0" (1) (2) (10) NOTES: (10) NOTES: EDGE 1. SHEATHING AND NAILING PER SW 1. SHEATHING AND NAILING PER SW o NOTES: (1) NOTES: (1) (9) SCHEDULE (1) (9) SCHEDULE DISTANCE zo E (2)----,"(11) 2• EDGE NAILING (2)----,,(11) 2. EDGE NAILING 1. JOIST PER PLAN EXISTING CONCRETE WALL a J n 17 02 2. FULL DEPTH 2x BLOCKING AT BEAM, a 2. NEW CONCRETE WALL 3. 5x10" ANCHOR BOLTS WITH 3x3 PL 3. 5x10" ANCHOR BOLTS WITH 3x3 PL NOTES: �� YD EDM NDs e a SECURE WITH (2) 10d NAILS 3. EXISTING CONCRETE FOOTING w DEVE OPM NTs Rvi Es (12) WASHER SPACED PER SW SCHED, (12) WASHER SPACED PER SW SCHED, Q J 2 1. JOIST PER PLAN (2) b a I z o DEP RTM T EMBED PER EMBEDMENT SCHED EMBED PER EMBEDMENT SCHED o 3. BEAM PER PLAN O 4. NEW CONCRETE FOOTING O w 1 2. BEAM PER PLAN o 5. 16" #4 DOWELS EMBEDED 4" INTO 4. 8" CONC WALL WITH PT 2x6 PLATE 4. 8" CONC WALL WITH PT 2x6 PLATE (3) 4. 2x CLEAT EACH SIDE MATCH POST DEPTH, () a I EXISTING CONCRETE uw (2) 5. #4 AT 12" OC, 2 MINIMUM (2) 5. #4 AT 12" OC, 2 MINIMUM J SECURE WITH (4) 16d INTO POST AND BEAM 3. 2x CLEAT EACH SIDE MATCH POST DEPTH, SECURE WITH (4) 16d INTO POST AND BEAM I INSTALL #4 DOWELS AT 12" OC, MINIMUM (4) BENDS AT 12" ALTERNATE a (4) BENDSDOWELS AT 12" ALTERNATE o 5. POST PER PLAN (3) 4. 4x PT WOOD POST, MATCH BEAM WIDTH (5) o OF 2 IN FOOTING AND STEMWALL EACH. w Or 6. FOOTING PER PLANLLJ I Q 0 a (3) 7. #4 AT 12" OC, 2 MINIMUM eo (3) 7. #4 AT 12" OC, 2 MINIMUM 5. STRIP FOOTING PER PLAN w aQ o 7. BC40 OR BC60 POST BASE, POST 6. A34 CLIP EACH SIDE SECURE TO STEM WALL ; Z a (5) 8. FOOTING DRAIN PER CIVIL (5) 8. FOOTING DRAIN PER CIVIL (4) INSTALL WITH 2 CONCRETE ANCHORS (6) WITH 2 CONCRETE ANCHORS EACH CLIP (3) AT CONTRACTORS OPTION DOWELS MAY (6) 9. SHEATHING PER PLAN \�/ / (6) 9. SHEATHING PER PLAN (7) o BE EPDXIED INTO 5/8 OR DRIVEN INTO ° \ 10. WOOD STUD WALL /\�\� a . 10. WOOD STUD WALL (5) (4) Qa DOWELS OATRE NO�TERED HOLES. RECOMMENDEDRIFEN (8) ��� \\� (7) 11. JOIST PER PLAN (8) /\�\ (7) 11. JOIST PER PLAN (6) (5) 12. RIM JOIST FASTEN TO SILL PER SW �\\/ �\ - EDGE DISTANCE IS LESS THEN 6" TO 12. RIM JOIST FASTEN TO SILL PER SW � � NOTE: o 0 o I AVOID SPLITTING EXISTING CONCRETE. � SCHED, FASTEN TO JOISTS WITH (3) 16d �o/ • SCHED, FASTEN TO JOISTS WITH 3 16d O a ° a a IF POST IS GREATER THEN 5' ADD A SECOND wo LLJ Q E ¢ a d ° SET OF A34 CLIPS 6" BELOW CLEATS ; y a w� a e� tf l ° d l6 d ✓ Q 4 DD ( ) PER PLAN n PER PLAN w Q 4 o I � TYPICAL FOUNDATION JOISTS PERPENDICULAR TYPICAL FOUNDATION JOISTS PARALLEL POST AND BEAM AT FLOOR FRAMING ' N 101 102 103 104 105 POST ON STRIP FOOTING CONCRETE SHEAR DOWELS oo t0 6n SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS P i t Lm in P o m a (1) NOTES: 1. WOOD STUD WALL ABOVE 12" (1) 6'-0" MINIMUM LAP (2) 2. WOOD HEADER PER PLAN (4) (2) NOTES: a a (2) ° ° (3) 3. 16d TOENAILS EACH SIDE, (5) (1) (4) NOTES: EACH END EACH TRIMMER ' 1. 1/4 DEPTH OF MEMBER, 16d NAILS @ 4" O.C. , NOTES: _- ° (4) TYPICAL 4 2 ROWS KING STUD FTO HEADER AT16d NAILS 6 FROM 1. 2 ROWS OF 16d NAILS AT 4" OC (1) (4) 1. 6x SAWN OR 5 1/8" GLB 2. 1/2"0 BOLT, MINIMUM (1) INTO HEADER 2. (6) 16d NAILS EACH SIDE, p 3�� (5) 4" OC () (2) (2) TYPICAL 3. (2) 2x12 AND LARGER 5. KING STUD CONTINUOUS 2. 2 ROWS OF 16d NAILS STAGGERED (1) (2) AT 12" OC EACH SIDE IF POST IS OPTION 1 W 3. PLYWOOD FILLER (3) USE 1/2"0 BOLTS AT q P� �W PLATE -TO -PLATE MORE THAN 3 STUDS ADD ROWS 24 O.C. V _ M (3) (7) (6) 6. (2) 16d NAILS @ 12" O.C. (3) FOR EACH ADDITIONAL STUD 4. 4x SAWN OR 3 1/8" GLB 6" (1) 4. 16d NAIL, MINIMUM �'� w �`.�� 'lot o 7. 16d NAILS AT 12" O.C. 3. FULL HEIGHT KING STUD (4) 5. (2) 2x10 AND SMALLER USE NOTES: (8) STAGGERED BOTH SIDES FOR 4. CONTINUOUS DOUBLE TOP PLATE (3) (3) o 0 16d NAILS AT 12" O.C. �f ZS pk 1. TOP PLATE SPLICE OVER BUILT-UP HEADERS 5. WOOD HEADER PER PLAN STAGGEREDQ 8. TRIMMER STUDS PER PLAN,loo STUD ONLY 6. CRIPPLE STUDS o o NOTE: ATTACHMENT (BOLTS 2. DOUBLE TOP PLATE ELSE USE 2 AT HEADERS WITH OR NAILS) CONTINUOUS FOR 3. WOOD STUDS I ROUGH OPENING WIDTH _ ROUGH OPENINGS OVER 5'-0" LENGTH OF MEMBER. OPTION 2 (5) TYPICAL TOP PLATE SPLICE TYPICAL WOOD HEADER TYPICAL AL BUILT UP POST PARALLEL TO WALL 20,E TYPICAL BUILT UP POST PERPENDICULAR TO WALL 204 TYPICAL BUILT UP WOOD HEADER 205 0 3: 20SCALE: NTS 202 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS U) 0 0 0 � Lu ui J H 7 H � � _ 7 N LL O Q 0 V / LLI ~ i > O co ME Ci) (2) J (4) w Q Lu (2) \\ \ (1) C/) Lij Q (7) (5) (2) (3) " NOTES: NOTES: 1. GABLE END TRUSS 1. ROOF SHEATHING PER PLAN / �(6) 2. EDGE NAILING PER SW SCHEDULE 2. 2x4 BLOCKS AT BRACE ENDS, NAIL BLOCK 3. H2.5 EACH TRUSS (3) j TO TRUSS WITH (2) 10d EACH END, NAIL TO SHEATHING WITH 8d AT 3" OC (5) 4. RBC OR RBCP PER SCHEDULELij 0 3. 2x4 BRACES AT APPROXIMATELY 45', NAIL 5. SHEATHING PER SW SCHEDULE TO TRUSS VERTICAL WITH (2) 16d EACH DRAWN BY: DJC 6. STUD WALL OR BEAM AS APPLIES TRUSS, ADD 20 VERTICALS IF NESSECARY DATE: 01-10-2022 7. TRUSS OR RAFTER AS APPLIES (4) / 71 NAIL TO TRUSS CORDS WITH (3) 16d NAILS TOP AND BOTTOM SCALE: 1/4" = 1'-0" O N N RBC SCHEDULE TRUSS SPAN RBC SPACING UP TO 8' - 8' TO 16' 6' OC 16' TO 30' 4' OC OVER 30' 2' OC 4. 2x4 LATERAL, NAIL TO EACH TRUSS WITH PROJECT NO.: 22-100 (2) 16d NAILS, NAIL BRACES TO LATERAL WITH SHEET NUMBER (3) 16d 5. ADDITIONAL BRACING AND BLOCKS IF HEIGHT S3.1 IS GREATER THAN 8 FEET Fo)l_TRUSS CONNECTION 2 GABLE END BRACING SHEET 6 F 6 SCALE: NTS 30SCALE: NTS