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Plan2997-BuildingPlansWritten dimensions on this drawing shall have precadonco ovor scalod dimensions. contactor shall verify all dimensions, conditions, etc., pertaining to the work beforo proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the contractor shall accept full responslbllity for the cost to rectify same. ZXIO BARGE BOARD W/ I X5 TRIM GABLE ENDS ASPHALT COMP. SHINGLES ON 15# FELT METAL BUTTER ON 2X8 FASCIA BOARD ALTERNATING EXPOSURE HORZ. SIDING WHERE SHOWN HARD I EPANEL SIDING W/ I X2 AT SEAMS AND 2X2 PRE -MADE CORNERS TYP I GAL UNLESS NOTED MAXIMUM BUILDING HEIGHT a HEIGHT OF STRUCTURE ® ✓ 10.8✓' DEN/GUEST P.L.- I I 0 NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, PAINTED OR CEDAR. 2. CAUL< AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. FIN. FLR. MAIN 5. GLAZING PER STATE ENERGY GORE. 4. SEPERATE PERMITS ARE REOU I RED FOR FENCES, PLUMBING, MEGHAN I GAL, AND ELEGTRIGAL. 5. PROTEGT I ON FROM DEGAY 15 REOU I RED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN 2" ABOVE GONGRETE STEPS, PORGH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFAGES EXPOSED TO THE WEATHER 6. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. -7. S.G. = SAFETY GLASS FLASH I NCB NOTE APPROVED CORROS 1 ON-RES 1 STANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL C-AV I TY OR PENETRATION OF WATER INTO THE BUILDING- STRUCTURAL FRAMING COMPONENTS THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOGATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASH I NS AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEOUENT DRAINAGE 2. AT THE I NTERSEC-TI ON OF GH I MNEYS OR OTHER MASONRY CONSTRUCTION W 1 TH FRAME OR STUCC-O WALLS 5. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL GOP I NGS AND SILLS 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION 6. AT WALL AND ROOF INTERSECTIONS 7. AT BUILT IN GUTTERS I UPPER FLOOR P.L. FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN �RON7 r=Lr=\/AT 1 ON SEE GENERAL NOTES � 0 BRICK VENEER INSTALL PER MFD. SPEC - I F I CATI ONS TREATED PLYWOOD BEHIND - ALL AREAS WITH BRI GK SCALE: 1/4" = I'-O" REEAw,R EELEEV/il�T 1 ON SEE GENERAL NOTES SCALE: 1/4" = 1'-0" UPPER FLOOR P.L. I X4 CORNER Oj FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN a 288.00' AVERACGE EXISTING GRADE ® 286."70' 5aUAFZE F007AC�ES t- fA I N 1425 Uf=fi=Ef;1:' �-72 TOTAL OAfi; �,' Ar-::,E GOP GOV�fi��D �O �O�GH I P 2 FA7I O ADDRESS NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" AND TO BE ON A CONTRASTING BACKGROUND PER IRC 51q.1 HORIZONTAL SIDING TYPICAL 12b'71 R EG 1 STERED AFZGH I TEGT MIGI-fAEL WAYNE JOh+NSON STATE OF WASHINGTON VJ � U M w � W U � H O �U U� N U U� 00 M a O fl- � a N. � 1 O V Coll L 0- date : 05-04-20 permit: revisions: drawn by checked �by: MWJ I Written dimensions on this drawing shall have precadonco ovor scalod dimensions. contactor shall verify all dimensions, conditions, etc., pertaining to the work beforo proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the contractor shall accept full responsibility for the cost to rectify same. LETT r=Lr=\'/i1kT 1 ON SEE GENER?.L NOTES 5CALE: 1/4" = 1'-0" 0 R I GAT r=Lr=\/AT 1 Oil SEE GENER?.L NOTES e)CALE: 1/4" = I'-O" UPPER FLOOR P.L. FIN. FLR. UPPER MAIN FLOOR P.L. PIN. PLR. MAIN 12b'11 R EG 1 STERED AFZGH I TEGT MIGI-fAEL WAYNE JOHNSON STATE OF NASHINGTON V J U M w � W U � H O �U U� N Do U cry 00 a o fl- � a n 0 0 L CIL date: 0�-o4-Zo permit: revisions: drawn by checked by: MWJ Written dimonSlon5 on this drawing Shall haves pr®cadonco over Scaled dimon5lonS. contactor Shall vorify all dimonSion5, conditions, otr_ portolning to tho work bofore proca®ding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any Such variation shall be resolved by the Owner prior to proceeding with the work, or the contractor Shall accept full re5pon5lbllity for the cost to rectify Same. SHEAR NOTE: I. SX MATERIAL GAN BE USED FOR ALL MUDSILLS 2. SET A DOUBLE 2X STUD BEHIND EVERY STHDI4 HOLDOWN GALLED OUT ON THE FOUNDATION FLAN. SET HOLDOWN I/2" MINIMUM AWAY FROM WALL CORNERS, WINDOW AND DOOR HEADERS. IT IS IMPORTANT THAT THE FOUNDATION GONTRAGTOR HAS THE MAIN FLOOR FLAN SHEET TO FROFERLY LAYOUT HOLDOWNS. S. A MST40 STRAF WITH (2) 1/2" BOLTS INTO THE FOUNDATION 1 S A FROFER FIX FOR A M I SFLAGED STHD 14 HOLDOWN. NOTES: ALL WOOD IN CONTACT WITH GONGRETE SHALL BE PRESSURE TREATED OR CEDAR. PROVIDE CRAWL DRAIN (o LOW POINT IN GRAWLSPAGE. SOLID BLOCKING UNDER ALL BEARING WALLS. SLOPE ALL GONG. STOOPS AND/OR PATIOS I/4" PER FOOT AWAY FROM DOORWAYS. BEARING WALL ABOVE FOUNDATION VENT GALGULATION 1425 SQUARE FEET = 4.75 SOO .5-7 ci VENTS REOU I RED * * * SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR WALL NAILING SCHEDULE, I$ DETAILS. 4 I' I' 50'-0" OVERALL 20'-5" q-1/2" T.J.I. 110 SERIES co 16" O.G. UNLESS c OTHERWISE NOTED 7�� 1 }T +6 A +6 p q¢i0��1 T ` > \ — — — `/t---------------- \/k_ J L—\ — — — — — — __j \� I FOUNDATION VENTS Jib Ib"x6" SCREENED I q REOUIRED � II aI I � I 8" GONG. FOUNDATION WALL TYPICAL mI5"x6" CONT. GONG. FOOTING TYPICAL j. I I I I s %II Odd x9dT�p T I 0 i' HOLDDOWN SCHEDULE MAR< HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I GKNESS/SFEG I ES REQU I RED T—I STHDI4/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST40 (S4)-16d (2) 2X4/2X6 STUDS HF/SFF T-5 MSTA56 (26)—IOd (2) 2X4/2X6 STUDS HF/SFF 2 2X4 2X6 STUDS T-4 MSTG48B5 (58)- I Od HF/SPF T-5 HDU0-5052.5 (20) SDS 1/4" (2) 2X4/2X6 STUDS -7/011 ANCHOR HF/SFF BOLT L I I 1-B/4" X q-1/2" TIMBERSTRAND 5'_O _ LSL 1' 3'-5„ 3 5, F 1-0-1 � + — — I � Q x 1-3/4" X lU I q-1/2" J n I m � = TIMBERSTRAND I o y 2'-I" 5'-1" LSL I `yco Q. I I L J � � ---------- 1L� I IF- J n� n�'/ J Ft-1 Ft-1 DF#2 � �t� Ft L_ J L_ J L_ L_ J L_ Grzi��SP,4G� 1 24X24X6 GONG. I 1 PAD W/ (2) #4 6 MIL. BLACK VAPOR BARRIER TO TOP OF FTC. W/ 12" LAP (o ALL SEAMS I I 18"" MINIMUM GRAWLSPAGE 12MINIMUM UNDER BEAMS 5'-O" 12,_l 5'-1, 3'-411 3'-4,1 L4j #2 — -® --1 L--I-IL--1 LL -J 4" GONG. SLAB ON 4" GRAVEL FILL ON COMPACT EARTH SLOPE 1/4"/FT. #4 STUB STEEL a 18" O.G. MAX. ----------------- 'L7 1 -7, I I L- 5 -O I I GRWL. SPACE X 1 AGGESS IN5 4 WS / \ 4X10 F_— F__ —1 F DF#2 F I — L— _ — — — — — — — — — — — — — — — — — L — — — — — — — — I -- — — — — — — — — L _-jjl-- 7 t 'L -1 L -1 L 111 11 -1 F 12'/- j ° 2'- 2'-4" 4'-.2 L__L—J IL J L_J L J : lay I I _1„ _ 4X10 F -1 DF#2 L J L J L 5'-2„ I I L- — — — — — — — — — — — — — �mY — — — — — — — — — — — — — — — — — — — — — — — — — — rt (2) 2X STUDS 8 PLATES I 1 I 1 L� I I I I I I FJ N I HAN& FLOOR JOISTS OFF 2X MUDSILL WITH SIMPSON Z-MAX HANGERS lyCo �6 WHERE JOISTS ARE NS I DE THE FOUNDATION WALL L 1 4" GONG. SLAB ON 4" GRANULAR BED ON TAMPED GRADE SLOPE 5" TO O.H. DR. JJ,,0�� 1 J Q CAI_ _ J L r I I I GONT. FOOTING GONT. FOOTING L — — — — — — — — — — � O.I I -DOOR — — — — — — — — — — — - O.I i�DO— — — — — J EDGE OF SLAB EDGE OF SLAB — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- PI-6 PI-3' PI-3 2X 51 2) 2X S UDS 6 PLAI 8 PLA 5 Q 0 # Q ^al I R� IGONG. SLAB ON L 4" GRAVEL FILL ON O COMPACT EARTH SLOPE 1/4"/FT. #4 STUB STEEL ® 15" O.G. MAX. 'n L I ----- F__ I 0 I _I m I �•`1 •11 1=1 50'—O" O\/ERALL 16'-5" 50'-0" fOUN=,wi1%71 ON f=L.A% l SEE GENT=RAL NOTES SCALE: 1/4" = 1'-0" 125-f 1 REGISTERED ARCHITECT MIGHAEL 1YNH JOHNSON STATE OF WASHINGTON VJ U00 M 00 U O ~ Q U U 00 Q � � x 00 N1 O 0 r O Q O V 0 I dcate : OS-04-20 permit: revisions: drawn by �by: MWJ G%1PGiGPd A 45 Written dimensions on this drawing shall haves precedence over scaled dimensions. Gontactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Gontroctor shall accept full responsibility for the cost to rectify same. TOP OF WINDOWS AT MAIM FLOOR TO BE AT 8'-0" UNLESS OTHERWISE NOTED NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS ® 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X 10 DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATGH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE INSULATED WITH R- I O INSULATION PER NSEG FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN -12'' ABOVE THE FINISHED GRADE OR SURFAGE BELOW, THE LOWEST PART OF THE GLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXGEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 20c`10 SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +60" OF EDGE OF SHOWER SHALL BE 5AFTEY GLASS. SHOWER FLOW IS LIMITED TO I.75 GAL/MIN. EXHAUST FANS LARGER THAN 50GFM MAY BE GONNEGTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXGEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUGT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' GOMBUSTI ON AIR REQU I RED FOR ALL FUEL BURNING APPLIANCES LEGEND: BEARING NALL BEARING ABOVE FLOOR LINE ABOVE PT. LD. POINT LOAD ABOVE ABV. c MULTIPLE 2x STUDS a POINT LOAD O SMOKE DETEGTOR IIOV INTERGONNEGTED N/ BATTERY BAGK-UP. PER I RG 514 OGARBON MONOXIDE DETEGTOR PER IRG 515 (-GARAGE NOTES: 1. GARAGE/LIVING SEPARATION, USE 5/8" TYPE 'X' GNB AT GE I L I NG/NALL. NRAP POSTS AND BEAMS. 2. INSULATE ALL NARM NALLS AND GEILING. 5. DOOR BETWEEN GARAGE AND RE5IDENGE SHALL BE-5/8" MINIMUM THIGK SOLID WOOD OR STEEL KITH SOLID OR HONEYGOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED KITH A SELF GLOSING DEVICE. 4. DUGTS IN GARAGE AND DUGTS PENETRATING THE NALLS OR GE I L I NGS SEPERATI OG THE RES I DENGE FROM THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE HEATING NOTES: + INSTALL PER A5HRAE GOA-88 + 10" PLATFORM OF 2 LAYERS 5/4" PLYNOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SNITGHE5 +10" MINIMUM ABOVE SLAB. F I REPLACE NOTE: '0' CLEARANGE F I REPLAGE N/ DIRECT VENT FAGTORY BUILT F I REPLAGE SHALL BE INSTALLED PER MANUFACTURER'S SPEGIFIGATIONS AND SHALL HAVE APPROVAL LABEL ATTAGHED 5/8" TYPE "X" ONE, TO ROOF SHEATHING F I REPLACES a STOVES MUST BE D.O.E. APPROVED a BE TESTED, CERTIFIED 4 LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. *** SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL NAILING SCHEDULE, ff DETAILS. HOLDDONN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP THICKNESS/SPECIES REQU I RED T-I STHD14/14 R.J 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)- I od (2) 2X4/2X6 STUDS HF/SPF T-5 MSTA56 (26)-IOd (2) 2X4/2X6 STUDS HF/SPF 2 2X4 2X6 STUDS T-4 MSTG48B5 (5,5)- I Od HF/SPF T-5 HDUB-SD52.5 (20) SDS 1/4" (2) 2X4/2X6 STUDS -7/8ll ANNHOR X 2-I/2" HF/SPF BOLT 50'-0" OVERALL 2'-4" 5'-10" -'-10" 6050 IG. W/ 6050 PIG. W/ 5050 PIG. 1N/ 6016 XO SLDR. 6016 X SLDR. 0016 XO SLDR. BLW. BLW. BLW. II I _I N CIOVII ERECO P TIO 1D I N I NCG GONG ROOM CGREAT ROOM Hs. H.S. FOR ALL HEADERS, BEAMS, JOISTS, AND POST LOCATIONS, SEE SHEET A-5 2,_0" PANTRY 5% OPEN RAILING - OFURN — — 2X6_WALL 55-1/2" — TALLIQ O O ON 1DISP. W/ Q Qz N Fa S H.S. Q O I I MUDROO N III — GOOKTOFfAl I 80 O III s V.T.O. ac 100 GFM B 1 -F'ASS ------ ------ N MIGRO Q _LU Z ixOVEN III �� 7-1 Q KO O PAS (N (N �n V N O y (2) 2X STUDS \/ B?.TH It PLATES 50 _ GAS FUELED CFI• TANKLESS FAN O O VTO HOT WATER /0 / 2480 FOYER H.S. 2Xb NALL IGH GEILINO Q 2'20x56l m mQ N A-XIG I � GARACGE INS a NS N« J080 O GONG B1-PASSXIIOv S.D. (Vl L Q O Q LINE OF O.H. DOOR LINE OF O.H. DOOR_ III DEN/ Z r _ I _ _ IN UPRIGHT POSITION _ r IN UPRIGHT POSITION IIII IIII GUEST CARPET IIII II'-0" PLATE I IIII ONc I IIII U) IIII I m I I I I I I I I I O C4050 O.H. GARAGE 16080 O.H. GARAGE DOOR DOOR PI-6" PI-6" PI-3' PI-3' 2) 2X STUDS 2) 2X S 8 PLAT S 8 PLAT 6060 O SLDR. I 76 (EGRESS) VV 6016 PIG. E3LN. I G. 6016 7RAN50M BOTTOM OF TRANSOM a 5'-4" A.F.F. 50'-0" O\/ERALL rA DS S 125-f 1 Rr=01 STERED ARCHITECT QTATE EL1YNH JOHNSON OF WASHINGTON VJ U00 M 00 U OU H Q U� N 00 u � � x 00 �n O O O O V 0 L 0- dote : 05-04-ZO permit: revisions: drawn by: MWJ G%1PGiGPd by: A 45 SEE GENER?.L NOTES 5r,ALE: 1/4" = I'-O" Written dimensione on this drawing shall haves pr®cadonco over scaled dimen5ion5. contactor shall vorify all dimensiona, conditions, otc., pertaining to tho work before proca®ding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the contractor shall accept full responsibility for the cost to rectify same. DRAFTSTOPPING NOTE: DRAFT STOPPING TO BE INSTALLED TO ALLOW FOR LESS THAN 1000 SOFT OF OPEN AREA WITHIN THE FLOOR TRUSSES PER IRG SECTION 502.12. USE 1.2" INCH GYPSUM WALLBOARD OR 3/0" WOOD STRUCTURAL PANELS PARALLEL TO THE TRUSSES WHERE INOIGATED. SEAL ALL GAPS AND HOLES TO PREVENT THE SPREAD OF HOT GASSES AND SMOKE NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS ® 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X 10 DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE INSULATED WITH R-10 INSULATION PER WSEG FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION OEVIGES ARE PROVIDED PER ASTM F 20gO SOLID BLOGKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +60" OF EDGE OF SHOWER SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO I.-75 GAL11"i1N. EXHAUST FANS LARGER THAN 50GFM MAY BE GONNEGTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXGEEO 20' IN LENOTH. THE MINIMUM SIZE OF FLEX DUGT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' GOMBUSTI ON AIR REQU I RED FOR ALL FUEL BURNING APPL I ANGES LEGEND: BEARING WALL — — — — — BEARING ABOVE FLOOR LINE ABOVE PT. LD. ^� ABV. t POINT LOAD ABOVE vvI MULTIPLE 2x STUDS a POINT LOAD SMOKE DETECTOR O IIOV INTERCONNECTED W/ BATTERY BACK-UP. PER IRG 314 OCARBON MONOXIDE DETECTOR PER IRG 515 I * * * SHEAR NOTE: VERIFY DRAIN LOCATIONS FOR TUB SELECTED- ADD TRUSS AND OFFSET LAYOUT TO MISS DRAINS IF NEEDED B-4 5-1/8" X B-S 5-1/8" X Gi" C.L.B. q'' C.L.B. 24F-\/4 24F-\/4 B-2 5-1/8" X q„ G.L.B. B-I 5-I/8" X 15" C.L.B. ry+� 24F-\/4 l ��� 24F-\/4 ,�B\/. PL,4TE -7- F-7 (or o -I--t IF T o o � L-I L T7 4X10 X 12" C,.L.B. C-7B-4 4X12 DF#2 24F-\/4 DF#2 A A-8 ALL BUILT UP STUD/ COLUMNS USE 16d NAILS a 12" O.G. STAGGERED TO ATTACH MEMBERS. NAILING I S TO OGGUR AT THE FACE OF THE STUD G516 STRAP BOTH SIDES OF BEAM TYP I GAL AT BEAM TO WALL/POST CONNECTIONS Uf=i=r=Fk �L.00Fk FRATs�INC-.7� 125-f 1 REG 15TERED ARCHITECT MIGHAEL 1YNH JOHNSON STATE OF WASHINGTON V J r^ V J U M m O 00 �T� U H �to O�U U f N •0c) W U � � x 00 0 0 00 r O Q n O AV W 0 L 0- date : OS-04-ZO permit: revisions: drawn by G%1PGiGPd �by: MWJ �HEE- E�T ISEE SHEET L I FOR SHEAR NALL LOr,AT IONS, SHEAR NALL NAILING SCHEDULE, 4 DETAILS. SEE Gi-Ni=P-AL NOTES eC,ALi-: 1/4" = I'-O" Written dimensions on this drawing shall haves pr®cadonco over scaled dimensions. contactor shall vorify all dimensions, conditions, otc., pertaining to tho work before proca®ding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the contractor shall accept full responsibility for the cost to rectify same. A lel':V, NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS ® I6" O.G. TYPICAL. ALL HEADERS TO BE 4 X 8 DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE INSULATED WITH R-1 O INSULATION PER WSEG FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFAGE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXGEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION OEVIGES ARE PROVIDED PER ASTM F 20G0 SOLID BLOGKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, I NGLUD I NG WINDOWS WITHIN +&0" OF EDGE OF SHOWER SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 1.75 GAL/MIN. EXHAUST FANS LARGER THAN 50CFN1 MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: BEARING WALL BEARING ABOVE FLOOR LINE ABOVE PT. LD. POINT LOAD ABOVE ABV. t MULTIPLE 2x STUDS a POINT LOAD O SMOKE DETECTOR IIOV INTERCONNECTED W/ BATTERY BACK-UP. PER IRC 514 OGARBON MONOXIDE DETEGTOR PER I RG 515 SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL NAILING SCHEDULE, i$ DETAILS. HOLOOOWN E<,HEOULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANC_HOR STRAP TH I C_KNESS/SPEC_ I ES REOU I RED T-1 STHD 14/14 RJ 24-16d S 1 NKERS (2) 2X4/2X& STUDS HF/SPF T-2 MST48 (54)-16d (2) 2X4/2X& STUDS HF/SPF T-5 MSTASb (2F�)-IOd (2) 2X4/2X& STUDS HF/SPF 2 2X4 2XG STUDS T-4 MSTG48BS (S8)-1 Od HF/SPF T-5 HDUB-SD52.5 (20) SDS 1/4" (2) 2X4/2Xe> STUDS 7/8" ANCHOR HF/SPF BOLT A a-e UHF R OCR F��'N SEE GENT=RAL NOTES SCALE: 1/4" = I'-O" 125-f 1 REG 1 STERED ARCHITECT QEL A1YNH JOHNSON TATE OF WASHINGTON U00 00 O w � W Q U ��U � U U� N 00 u � � x 00 Mi O O r O n O V A W 0 L I dote-,: 05-04-20 permit: revisions: drawn by MWJ G%1PGiGPd by: �E� H:F=:F=T Written dimensions on this drawing shall haves pr®cadonco over scaled dimensions. Contactor shall vorify all dimensions, conditions, otc., pertaining to tho work before proca®ding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the contractor shall accept full responsibility for the cost to rectify same. F I REPL.AGE ROG NO OVERHANG NO VENTE BIRD BLOCK AT ROOF INSTALL (1) AF5c VENT AT F.P. ROG 2X4 HF#2 RAFTEF 24" 0.( ROOF FRAM I NCB NOTES GUT RAFTER TAILS TO MATCH 2x4 TRUSSES CONNECTORS SHALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF PITCH SHALL BE 5: 12 TYP I GAL UNLESS NOTED OTHERWISE ROOF OVERHANG SHALL BE b" U.N.O. 11'-0" PLf AT DEN/61J'. 2x6 OVERFRAMING BEARING BELOW DOWNSPOUT TRUSS NOTE ALL TRUSSES SHALL HAVE: 1. STRESS ANALYSIS AND DRAWINGS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUFACTURER'S STAMP ON PRE- MANUFACTUREO TRUSSES. 5. BRACED TO MANUFACTURER'S SPEGIFIGATI ONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEPT. FOR APPROVAL AND SHALL BE KEPT ON SITE FOR FRAMING I NSPEGT I ON. 5. TRUSSES N I LL NOT BE FIELD ALTERED NITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEERING CALGULATI ONS. 6. ALL TRUSSES SHALL HAVE SIMPSON H-1 GLIPS AT ENDS. NHERE TRUSSES ARE PARALLEL TO NALL, USE SIMPSON L50 AT MIDSPAN. USE SIMPSON STC GLIPS AT NON -BEARING HALLS ROOF VENTING r ?ALGULATI ON -PER 2015 I RG R806.2 1-728 SOFT AREA = 5.76 SOFT REOU I RED 500 (5.76) X (50%) = 2.88 SOFT MIN. REOU I RED AT E,4VE5 TYPICAL TRUSS BLOCK HAS (4) 2 (�$) SCREENED HOLES PROV I D I NCB 6.28 SO. IN. (.044 SOFT) PER BLOCK. APPROXIMATELY -TO VENTED BLOCKS= 5.0�5 SOFT PROVIDED (5.76) X (505?0= 2.88 SOFT M 1 N. REOU I RED WITHIN 5' OF THE R I Dc�E AF50 ROOF JACK VENTS= .54 SOFT EAGH VENT PROVIDE 10 AF50 VENTS= 5.40 SOFT PROVIDED 2X6 HF#2 OVERFRAM I NCG © 24" O.G.- IF SPAN OF R,4FTFR I S (-)\/FiP- ROOF JArG<S 05 ® 24" O.G. GABLE END TRUSSES TO 5E DES 1 CANED ='AN WINDOW/ 2R OPENINGS TYP I CAL DS DS 125-f 1 RE015TERED ARCHITECT QEL A1YNH JOHNSON TATE OF WASHINGTON V J U M 0 � U H �to O�U U f N •00 W U � � x 00 0 0 00 O Q n 0 AV W 0 L I dote-,: 05-04-20 permit: revisions: drawn by G%1PGiGPd by: MWJ HE_E=T /84111% MM7 A 45 TOTAL VENT AREA PROVIDED = 6.48 5G2 FT ROOf-22 I L-AI N SEE GENT=R?.L NOTES 5r,ALE: 1/4" = I'-O" Written dimen5ion5 on this drawing shall hove precedence over 5coled dimensions. Gontoctor shall verify all dlmen51on5, conditlon5, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimen5ion5 and/or conditlon5 shown on these drawings. Any such variation shall be re5olved by the Owner prior to proceeding with the work, or the Gontroctor shall accept full re5pon5ibility for the cost to rectify same. SrEGT 1 ON. - SEE GENERAL NOTES 2015 NASH I N.C�TON. STATE EN.EF�,'C::2'r OOIOE GL I MATE ZONE 5 AND MARINE 4 FENESTRATION 5KYLI( HT GLAZED CEILING WOOD FRAMED FLOOR BELOW GRADE SLAB R-VALUE U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE AND DEPTH SHGG 0.50 0.50 NR R-4g R-21 R-50 10/15 R-10, 2 FEET (R-5b VAULTED R-21 +TB I I X Ar-,, : TABLE 406.2 ENERGY CREDITS HOUSES BETWEEN 1500 SOFT AND 5000 SOFT REQUIRE 5.5 CREDITS OPTION CRED I T(S) 5A H I GH EFF I C I ENGY H\/AG EOU I PMFNT GAS F I RED FURNACE WITH A 1.0 MINIMUM AFUE OF 1�14% eHIGH EFFICIENCY H\/AG DISTRIBUTION SYSTEM ALL HEATING AND COOLING SYSTEM 1.0 COMPONENTS INSTALLED INSIDE THE GOND I TI ONEO SPAGE. THIS I NGLUOES ALL EOU I PMENT AND O I STR I BUT I ON SYSTEM GOMPONENTS SUGH AS FORGED AIR DUGTS, HYDRONIG PIPING, HYDRONIG FLOOR LOOPING, GON\/EGTORS AND RADIATORS. ALL GOMBUSTI ON EOU I PMFNT SHALL BE D I REGT VENT OR SEALED GOMBUSTION FOR FORGED AIR DUGTS: A MAXIMUM OF 10 LINEAR FEET OF RETURN DUGTS AND 5 LINEAR FEET OF SUPPLY DUGTS MAY BE LOGATEO OUTSIDE THE GONOITIONEO SPAGE. ALL METALLIG DUGTS LOGATED OUTSIDE THE GOND I TI ONED SPAGE MUST HA\/E BOTH TRANSVERSE AND LONGITUDINAL JOINTS SEALED WITH MASTI G. IF FLEX DUGTS ARE USED, THEY GANNOT GONTA I N SPL I GES. FLEX OUGT GONNEGT I ONS MUST BE MADE WITH NYLON STRAPS AND INSTALLED USING A PLASTIG STRAPPING TENSION TOOL. DUGTS LOGATEO OUTSIDE THE GONOITIONED SPAGE MUST BE INSULATED TO A MINIMUM OF R-8 LICS,H71NCS REOJ�oIEN75: SECTION 404 - ELECTRICAL POWER 8 LIGHTING SYSTEMS 404.1 Interior Lighting: A minimum of 'i5 percent of all luminaries shall be high efficacy luminaires. See note on elec. plan M1507.5 INTERMITTENTLY OPERATING VENTILATION SYSTEMS. THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY OPERATING VENTILATION SYSTEMS 5HALL BE THE COMBINATION OF I T5 DELIVERED GAPAG 1 TY FROM TABLE M1507.5.5 (1), AND IT5 VENTILATION EFFECTIVENE55 AND DAILY FRACTIONAL OPERATION TIME FROM TABLE MI507.5.5(2) A�R 1NF:::LA71ON: BUILDING AIR LEAKAGE TEST 15 REOU I RED PER WSEG R402.4.1.2 DUCT INSULATION PER 201E WSEG R405.5.1 DUCT LEAKAGE TESTING PER 2015 WSEG R405.5.2 A PERNAMENT CERT I F I GATE 15 REOU I RED TO BE POSTED WITHIN 5'OF THE ELEGTR I GAL PANEL TO CONTAIN THE HOMES R-\/ALUES, U-\/ALUES, RESULTS FROM DUCT SYSTEM AIR LEAKAGE, RESULTS FROM BUILDING EN\/ELOPE A I R LEAKAGE TESTING (BLOWER DOOR TEST) AND TYPES AND EFF I G I ENC I ES OF HEATING, COOLING, AND SER\/ I GE WATER HEATING EOU I PMFNT PER WSEG R401.5 HEADERS ARE REOU I RED TO BE INSULATED WITH A MINIMUM OF R-10 INSULATION. SCALE:: 1/4" = I'-O" I2b'll REG I5TERED ARCHITECT MIGH CI iNAYNE JOHN50N STA TEE OF WASHINGTON V J U00 M 00 0 w � W Q U O H Q ��U �� f U� N 00 u � � x Mi O O oc a O Q � 0 a� 0 L 0- dote: 05-04-20 permit: revisions: drawn by �by: MWJ G%1PGiGPd O F= SG EFF I G I ENT WATER HEATING 1.5 WATER HEATING TO BE GAS F I RED WITH A MINIMUM EF OF O.G2 CORNERS OF EXTERIOR STUD WALLS ARE REOU I RED TO BE FULLY INSULATED. THE EXTERIOR THERMAL EN\/ELOPE IS REOU I RED TO CONTA I N A GONT I NUOUS AIR BARRIER PER TABLE R402.4.1 PER PLAN S im ^AJ.._ J.._ SG+4r= =� U l PER 2015 lea GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOCATE HOLDOWNS AS CLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, 8 NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL SPACING A35 SILL OPTIONAL BASE HEM FIR #2 MARK 7/I6" TOP d BTM. ANCHORS BLKG. PLATE 51MP50N MA5AP PLATE VALUE EDGES FIELD PLYWD. PLATES se® detail REab• ANCHOR BOLTS ANCHORS NAILING (#/LF) PI-6" ad 6" 12" V. 18" O.G. 2x4 5/5" ® 48" ® 48" S ENDS (2) Ibd ® 10" 240 PI-4" ad 4" 12" 4" I6" O.G. 2x4 5/8" ® 32" ® 30" 8 ENDS (2) 16d ® -7" 34G PI-3" "" ad 3" 12" 3" 14" O.G. (2) 2x4/6 5/5" ® 24" ® 24" 8 ENDS (2) Ibd 0 5" 450 PI-2" *" ad 2" 12" 2" 12" O.G. (2) 2x4/6 5/4" ® 24" ® 18" $ ENDS (2) Ibd 0 5" 585 P2-6" *"' ad 6" 12" V. 10" O.G. (2) 2x4/b 5/8" ® 24" N/A (2) 16d ® 5" 480 P2-4" " ad 4" 12" 4" 8" O.G. (2) 2x4/6 3/4" ® 20" N/A (5) Ibd ® 5" 700 P2-3" "* ad 3" 12" 3" 8" O.G. (2) 2x4/6 3/4" ® Ib" N/A (4) Ibd ® 5" 900 P2-2" *" ad 2" IT 2" 8" O.G. (2) 2x4/6 3/4" ® 12" WA (4) Ibd ® 4" 11-10 "NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS $ PLATES) ABUTTING PANELS NOT LE55 THAN 3X MEMBERS OR (2) 2X MEMBERS PER IBG 2015 AND 5DPW5-2015 PER SPECIAL DES 1 GN PRO\/ I S I ONS FOR WIND AND SEISMIC, CHAPTER 4.5.7.1 #5 • (2) 2X MEMBERS ARE OIG IN LIEU OF SX MEMBERS STITCH NAIL DOUBLE STUDS TOGETHER WITH 16d NAILS AT 5" O.G. STAGERRED ON THE STUD FACE STI TGH NAIL DOUBLE PLATES TOGETHER WITH 16d NAILS (o 12" O.G. STAGERRED ON THE PLATE FACE I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAM5ET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SHEAR NALL NOTES -1/I6" 0513 OR PLYWOOD 5HEATHIN6 - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL ® 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPAGING I5 5PEGIFIED AT PANEL EDGES, USE 1-1/2" ad SHORT NAILS OR 3X STUDS WITH Sd COMMON NAILS. FOR 2" NAIL SPACING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE 8d COMMON NAILS ® 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINC75 AND EXTERIOR WALL5 SHALL BE GROSS BLOCKED AT 48" O.G. ® EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. PLATE WASHERS TO BE INSTALLED WITHIN 1/2" OF SHEATHING 7/16" 0513 OR PLYWOOD SHEATHING - STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" 16 6A. STAPLES ® 15 SA. STAPLES ® 14 SA. STAPLES 3" O.G. - 250 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-1/2" O.G. - 430#/Ft. 3" O.G. - 3G0#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. ® 6" O.G. - 620#/ft. FIELD 5PAGIN6: 12" O.G. NAILS $ STAPLES. HOLDOWN5 - INSTALL 51MP50N HOLDOWNS OR EQUIVALENT AT THE END OF SHEAR WALL5 WHEN SHOWN ON DRAWINGS. TO ATTACH USE 2X OR 3X HF #2 CONSTRUCTION GRADES AS SHEAR WALL BOUNDARY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED WHERE SHOWN ON PLANS. 8' PLYWOOD FLOOR HALF < DBL TOP PLA- HALF ON BOT_ PLATE RIP OF SHEAI TYING 2ND FL BOTTOM PLA- 2ND FLOOR F AND TO 15T F TOP PLATE IST FLOOR N� TYING IST FL< TOP PLATE T FLOOR BOTT( PLATE RIP OF SHEAI TYING IST FLC BOTTOM NAL1 PLATE TO I ST FLOOR RIM A MUD SILL ON FOUNDATION 2ND FLOOR DOUBLE TOP PLATE NOTE: IF VqALLS SHEATHED F'ER DETAIL_ THAN NO AE35/L FT4 ARE REOU I RED 2ND FLOOR BOTTOM PLATE FOR RIM IST FLOOR DBL TOP PLATE IST FLOOR BOTTOM PLATE �)R RIM MUDSILL 2=H-Ar_>EFZ ' NAIL SHEATHING TO HEADER ® B" O.G. B.W. (2) 2x STUDS CONNECT PLYWOOD W/ bd NAILS ® 5" O.G. TO ALL STUDS, PLATES R HEADERS APA RATED 5HTG. %" MIN. 24/0 EXP. I I I4 STHDI4 WOOD TO CONCRETE CONNECTORS OR EQUAL (5) #4 VERTICALS i it I - 3x PLATE OR 2-2X NAIL 5HEATHING TRUSSES OR #4 HORIZ. ® 12" o c TO EACH PLATE RAFTERS PER PLAN IL 3/4" 0 X 10" A.B. 'w 3"xs"xl/4" ROOF SHTG - NAIL PLATE WASHER O PER SHEAR WALL SCONC. TEM WALL I SCHEDULE 8d ® 6" O.G. 2X BLKG. W/ 16d — 171 ® 0" O.G. 8 VENT HOLES (RIP BLK'G.) CONT. FOOTING ELEVATION VIEW OUTSIDE OF GARAGE GARAGE DOOR 77/ INSIDE OF GARAGE PLAN VIEW OF CONCRETE STEM WALL I LATERAL RESTRAINT PANEL L—I SEE GENERAL NOTES NO SCALE BOTTOM PLATE NAILING PER 5GHEDULE TO 2X - RIM JOIST IS" FLOOR TRUSSES ® 24" O.G. A55 SPACING PER SHEAR WALL 5GHEDULE SHEAR WALL NAILING PER SHEAR WALL SCHEDULE M5TG48B3 PRE -BENT STRAP AT LOCATIONS SHOWN ON FLOOR PLANS 4XIO BLOCKING IN BETWEEN FLOOR TRUSSES AT EACH STRAP LOCATION TRUSS COMPANY TO INSTALL CHORDS IN FLOOR TRUSSES TO ALLOW FOR INSTALLATION OF 4XIO BLOCKING 1-5/4" X IS" LVL BLOCKING ® WALL SHEAR WALL NAILING PER SHEAR WALL 5GHEDULE SHEAR WALL AT INTERIOR SHEAR V14ALL (TRUSSES PEERPEENDICULAR) TRUSS OVER S.W. TO HAVE BLOCKING AT 16" O.G. � A55 CLIPS � 24" O.G. NO SCALE IOd ® 4" O.G. - ROOF SHEATHING TO TOP CHORD TRUSS. PLYWOOD ROOF SHEATHING TRUSSES PER PLAN GONTI NUE SHEAR WALL TO ROOF SHEAR WALL PER 5GHEDULE 3 SHEAR WALL PARALLEL TO TRUSS L—I NO SCALE OVERHANG 8 /W FASC I A SHEATHING PER SHEAR SCHEDULE 2X STUD WALL ® 16" O.G. HI ANCHOR 24" O.G. TYP. SHEARYNALL TO R001= CONNECTION NO SGALE 12571 RES 15TERED ARCHITECT MIGH.4EL Z' JOHNSON STATE OF WASHINGTON V J U M m O 00 �T� U Q z O H0 U u 0 rCJ� V J � � N 00 U � � � x 00 r r M O O 00 O O 0 L date,: 05-04-20 permit: revisions: drawn by: MNJ checked by: !E�'i--ffEfET L I SHEATHING GONNEGTIONS Hritten dimensions on this drawing shall have precedence over scaled dimensions. Gontactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. 24" GARDBOARD BAFFLE ALLOW FOR I" AIR SPAGE MIN. EXTEND 12" ABOVE INSULATION.—., SOLID SHEATHING OR GDX PLYWD. WHERE EXP05ED TO WEATHER IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'6. W/--/ 2" SCREENED VENT HOLES WITH 1/4" GORRPSION RESISTANT METAL MESH GOVERIN6 FIN. FLR. TOP PL. (2) 2x TOP PLATE, LAP GOF OFFSET END JOINTS BY 48" Trb" OSB. OR PLYWD. SHEATHING. NAIL b" EDGE, 12" FIELD WITH Sd NAILS UNLESS NOTED OTHERWISE 2x STUDS @ 16" O.G. TYP. SIDING, SEE PLAN FOR TYPE 2x BOTTOM PLATE 2x P.T. SILL FIN. FLR. z- 4"(P D.S. T16HTLINE, POSITIVE DRAIN TO STORM SYSTEM FIN. GRADE TO SLOPE AWAY FROM BUILDING 0 4"(P PERF. FOOTING DRAIN TILE W/ GLOTH COVER 8 GRANULAR GOVER AS REOV. BY SOIL GONDITIONS ROOFING MATERIAL FINISH PER ELEVATION ON 7/16" OB5 SOLID GDX 24-0 PLYWOOD SHEATHING; 8d @ 6"O.G. EDGE Sd @ 12" O.G. FIELD (7/16" OSB AGX PLYWD @) EVES) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH Sd NAILS, U.N.O. Z 7 N HANDRAIL: GRIP I%4" - 2" PROJECTION FROM WALL NO LESS THAN I%2". OPEN RAIL: APPROVED TRUSSES BEARING OPEN SPACE BETWEEN MANUFAGTURER'S SEAL. PIGKET5 SHALL BE SEE ROOF FRAMING PLAN LE55 THAN 4" GLEAR - FOR SPAGIN6 INSULATE PER WSEG LIVING AREA FIRE BLOCK ALL VERTIGAL OPENIN65 IN WALLS AT PLATES AND FLOORS ENGINEERED JOISTS/FLOOR TRUSSES, SIZE AND 5PAGIN6 PER PLAN OR 2X JOISTS i2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER @) WALLS AND GEILIN65 LIVING AREA FIRE BLOGK ALL VERTIGAL OPENINGS IN WALLS AT PLATES AND FLOORS R"X 10" ANCHOR BOLT W/ 3"X3"X" PLATE WASHERS o 45" o.c. NO LESS THAN 4�" $ NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETG. 7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. / 2X4 STOP 2-2X HEADER FLOOR JOIST FIREBLOGK STAIRS: ONCE IN TOP $ BOTTOM OF RUN BETWEEN STRINGERS s ALONG RUN BETWEEN STUDS USABLE SPACE UNDER STAIRS TO BE I HR FIRE GONSTRUGTION 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR GEILIN6) m t- n NOS I N6 HANGER °o 3-2x12 STRINGERS Q LU 2X4 BLOGKIN6 Z (FIRESTOP) d) — F I REBLOGKS STAIR NOTES: S7A I R �ET�t I � — TYF I CAL RISER HEIGHT = —3/4" MAX. 2 TREAD DEPTH = IO" MIN. C� I SCALE: N.T.S. 3/4" T$6 PLYWOOD SUB -FLOOR (GLUED $ NAILED) NAIL 6" EDGE, INSULATE PER WSEG., 12" FIELD W/ IOd NAILS. �R-35 48" MAX. UNBALANGED (TALLER WALLS PER PLAN) REBAR PLACEMENT SEE DETAIL ON 6-1 z17— SEE FOUNDATION PLAN FOR BEAM SIZE ff POST SIZE / SPAGIN6 q0# FELT a 6 MIL. POLY VAPOR BARRIER a a a ALL REINFORCEMENT MUST BE TIED IN PLACE FOR FOUNDATION INSPEGITON SEE FOUNDATION PLAN FOR FT6. / FDN. SIZE ALL FOOTI N65 TO BEAR ON BEARING SOIL 7"I F I GAL. �NAL.L. SF.GT 1 Oils 6I SCALE: N.T.S. TOP FLANGE JOIST HANGER PER PLAN SOLID B1-06KIN6 BR6. WALL ABOVE TYP. ENGINEERED JOISTS, SIZE AND 5PAGIN6 PER PLAN, 2x4 GUSSET EA. SIDE - "S I MPSON" H6AM I O POST TO GONG. SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTI N65 TO BEAR ON BEARING SOIL n IRE 4" GONG. 4" 6RANI 2x P.T. SILL z_ I ILL TWO #4 HORIZONTAL RE -BAR IN THE FOOTING a a #4 REBAR W "J" BAR 5/8"X 10" ANCHOR BOLT W/ 3"X3"X 1/4" PLATE WASHERS @ 45" ox- NO LESS THAN 02" $ NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETG. 7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAILING SGHEDULE. #4 REBAR (g 16" O.G. HORIZONTAL #4 REBAR @ 48" O.G. VERTIGAL 3" MIN. GLR. TYP. ALL FOOTIN65 TO BEAR ON BEARING SOIL STIR. FOUN::�A71 Oil DF.TA 1 L. 6 SCALE: N.T.S. PER IRG R403.1.3 6 R403.1.3.1 NASH AND ASSOCIATES GENERAL NOTES: I. All construction per applicable codes and ordinances. 2015 IRG, IBG.-2015 WASHIN6TON STATE ENERGY GORE 2. Verify all dimensions on job site. Bring discrepancies to the attention of Owner and/or Designer. 3. Owner will verify window slze5 and manufacturer(5) with framer before start of construction. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2015 IBG. 6. Truss manufacturer shall supply shop drawings to Owner and framer to review and approve before fabrication. 7. Owner will verify electrical and heat layouts with installer before installation. 8. Under all parallel bearing walls, use double joists or as noted on plan. Double joist (or extra TJI) under all non - bearing parallel walls. q. TJI products to be installed per manufacturer's installation guide and approved reports. All metal connections to treated wood shall be at a 10. minimum; tripple zinc ZMAX (6185 per ASTM A653); Hot Dip Salvanze (ASTM A125 for connectors and ASTM155 for fasteners and anchors. All bathroom fans, kitchen hood, and dryer ducts shall be 11. exhausted through the attic to the roof or through the floor system to an outside wall. All wall ducts shall terminate at least 36" from a window opening. GL I MAT I G AND CGEC(5RAPH I G DESIGN CRITERIA: TERMITE: SLIGHT TO MODERATE DEGAY: SL I6HT TO MODERATE WINTER DESIGN TEMP: 22 IGESHIELD REQUIRED: NO FLOOD HAZARDS: 2005 I gcI2 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 50 DES I GN DATA: ROOF LOADS: LL 25#/SF (SNOW) DL 15#/SF TOTAL 40#/SF FLOOR LOADS: LL 40#/SF DL 10#/5F TOTAL 50#/SF DECK LOADS: LL 60#/SF DL 10#/SF TOTAL 70#/SF SOIL 1500 PSF MINIMUM CONCRETE: 2500 PSI AFTER 28 DAYS (5%2 SACK MIX) -5000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT 15 BETWEEN 5-7% (TABLE 402.2 IRG) MASONRY: PER 2015 IBG STEEL PER 2015 IBG (GRADE 40) WOOD PER 2015 IBG NAILING PER 2015 IRG NAILING PER TABLE R602.30), R802.10 WIND: 85 MPH (110 REDUCTABLE VIA CALCULATION) SEISMIC: SEE GALGULATION PACKET WEATHERING POTENTIAL: MODERATE FROST LINE: 18" E.F.P.: 45 PSF 4" BEAM: DOU6LAS FIR #2 ro BEAM: fv = 85 fb = 875 PSI E = 1,600,000 4 POST: DOUOLAS FIR #2 6" POST: fv = 85 fb = 875 PSI E = 1,300,000 JOISTS ff RAFTERS HEM FIR #2 STUDS: fv = 75 fb = 850 PSI E = 1,300,000 SLU-LAM BEAMS: fv = 165 psi fb = 2,400 psi (reduced by size factor, GF*KI) E = I ,BOO,000 p5 i NOTE: VARIATIONS FROM THE ABOVE LUMBER 6RADE5 WILL BE NOTED ON THE PLANS. I. SUBFLOOR: T$ 6 PLYWOOD OR OSB APA RATED STURD-I-FLOOR 16" O.G., 3/4" WALL � ROOF SHEATHING: APA RATED SHEATNS 24/16 7/16" FOOTING FOR : 8" WALL - 18"x 12" FOOTING lb" BELOW GRADE #4 STUB STEEL - 45" o.c. VERT. UNLESS NOTED OTHERWISE �'71 REG 15TERED ARCH I TEGT MIGH EL YNE JOHNSON STATE OF WASHINGTON N U M 0 U W 90 O Q C� H �j 00 F W z V■ lu A V date: 07-21-16 permit: revisions: drawn by: RO checked by: SHEET I