Loading...
REV APPROVED BLD ChristophilisResidence-BuildingPlans - CopyWRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREGEDENGE OVER 5GALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROGEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS 5HOWN ON THESE DRAWIN65. ANY 5UGH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE GOST TO RECTIFY SAME. fT uAor,,I= oAK1=1 fT 4" EXPOSUI GLEAR GEI SIDING HHE SHOWN SO" TALL EXPOSED GONGRETf WALL NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, PAINTED OR CEDAR. 2. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 5. GLAZING PER STATE ENERGY CODE. 4. PROTECTION 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 5. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. 6. S.G. = SAFETY GLASS FLASHING NOTE APPROVED CORROSION -RESISTANT FLA5HING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL GA\/IT1' OR PENETRATION OF HATER INTO THE BUILDING STRUGTURAL FRAMING GOMPONENTS THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FIN 1 SH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS S. UNDER AND AT THE ENDS OF MASONRY, WOOD, OF METAL GOP I NGS AND SILLS 4. CONTINUOUSLY ABO\/E ALL PROJECTING WOOD TF 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS A - TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION 6. AT WALL AND ROOF INTERSEGTIONS -7. AT BUILT IN GUTTERS ftmw `we 6/ 1 T-I "m 4=0 "m v TN I I `we 1 1% SEE GENERAL NOTES SCALE: 1/4" = 1'-0" SST L \/�T10N SEE CGENEi-AL NOTES SCALE: 1/4" = 1'-0" I" IU I UtNL 1" IfN 1 CTGIfNL� "SLIMBRIGK" GOAL GREEK COLOR INSTALL PER MEG. SPEC I E I GATI ONS SOUAFR-E FOOTA�ES LOEFP, ilia 1MA I N 2155 iOiAL 52=73 225 OAf;;,:AOE a - A 2512 f2EG I TEi2 ,4 E:GT GARY THOMAS NASH TATE OP WASHI NGTO l- r ^ V J 00 N N W r ^ V J `r) � • m M O �—+ U o O W Qu zIm C� H Im U z W z 00 M 0 0 00 lu -III III II III � IA z z (�n v - t" tu a-1 Q V date: 10-5-18 permit: revisions: drawn by: LMD checked by: MY�IJ !E�, +-4 F::::: F::::::T I O F= WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREGEDENGE OVER 5GALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROGEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS 5HOWN ON THESE DRAlq%55. ANY 5UGH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE GOST TO RECTIFY SAME. LF MAIN FI nnR P.L_ I nwr-a M nr,�R P.L. EWER A E�e7 E1.\/�T 1 ON SEE GENERAL NOTES 5CALE: 1/4" = I'-O" NO`f;k7�4 ELF\/�T I ON. SEE GENERAL NOTES SG,ALE: 1/4" = I'-O" LF I x4 GORNER BOARD HARD I E ING WHERE )N EAST ZTH ELEVATIONS 2512 f2EG I TEi2 ,4 E:GT THOMAS NASH ��TA7F-OP WASHI NGTO l- r ^ V J 00 N N W r^ V J Lr) � m M O �—+ U o O W U Qu z� C� H U W cn M O O 00 !�1 v III III lu III � III z z (�n v - t" tu a-1 Q V date: 10-5-18 permit: revisions: drawn by: LMD checked by: MY�IJ !E�, +-4 E-7: E-7: T /ilk o � WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREGEDENGE OVER 5GALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS 5HOWN ON THESE DRAWIN65. ANY 5UGH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE GOST TO RECTIFY SAME. 48'-0" 12'-0" 56'-0 " SHEAR NOTE: I. 5X MATERIAL CAN BE USED FOR ALL MUDSILLS 2. SET A DOUBLE 2X STUD BEHIND EVERY 5THD14 HOLDOWN GALLED OUT ON THE FOUNDATION PLAN. SET HOLDOWN 1/2" MINIMUM AWAY FROM WALL CORNERS, WINDOW AND DOOR HEADERS. IT IS IMPORTANT THAT THE FOUNDATION CONTRACTOR HAS THE MAIN FLOOR PLAN SHEET TO PROPERLY LAYOUT HOLDOWNS. 5. A M5748 STRAP WITH (2) I/2" BOLTS INTO THE FOUNDATION IS A PROPER FIX FOR A MISPLACED STHDI4 HOLDOWN. NOTES: ALL WOOD IN CONTACT W 1 TH CONCRETE SHALL BE PRESSURE TREATED OR CEDAR. PROVIDE: CRAWL DRAIN ® LOW POINT IN GRAWLSPAGE:. SOLID BLOCKING UNDER ALL BEARING WALLS. SLOPE ALL GONG. STOOPS AND/OR PATIOS 1/4" PER FOOT AWAY FROM DOORWAYS. BEARING WALL ABOVE: mw m rap. * * * SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR WALL NAILING SCHEDULE, a DETAILS. 5'L_k'. I I'-G" I. 21'-0" 14'-4" 24"x24"x 10" GONG. FT6. W/ (2) #4 E.W. 48"x48" W/ bxb POST GONG. PB66 P05T BA5E LANDING /x �? N�\--- ---------------J L--- ----- rx I — I-----------� �— 36" DOOR --------� LI L — J BLOGK OUT 36 "x36"x I O" GONG. FTC. W/ (5) #4 E.W. I I I z<1 I o Q 1 01 N 13'-0" I I N col 1w oI lb 0 ww 48"x48"x10" GONG. FT6.1 TJ L — W/ (4) #4 E.W. R- 0 I I — 3xP5TUD'SI Tx/Z_7'41 . FURN GLST. — q m �. �� 6o xb0 xl2 �oj L — — PLATES I - -� QGONG. FT6. la I cv X 2 W/ (5) #4 E.W. J - L — -14" GONG. SLAB ON Q •�J N O 30"x30"xl0" 7 F 4" GRANULAR BED 1 m GONG. FT6. ON STAMPED GRADE I W/ 6x6 POST P566 POST BASE I SLOPE 3" TO O.H. DR R-10 INSULATION I i GONk5o"XG. . W/ (3) #4 E.W. 1 I I I I I I I I Zol �I 0�1 Q1 I I I / I 1 I 23'-0" 1 I / I 1 61 - I I I o -o" I n 36"x36"xIO" Q G -1 11 8 _8 y yq.f W/ (5) #4 E.W. I �� m d T I 36"x36"xIO" i I I GONG. FT6. r N x W/ (5) #4 E.W. _1 J 1 ABH. -1N F �q 1�--------->Lm.�� L LI--------J q. L--- ------- I ,.. Li --- I l0"� 30"x30"xGONG. FT6. W/ (3) 4 E.W. 1 I O I 4" GONG. SLAB OVER 4" GRANULAR BED W/- 6 MIL VAPOR BARIER W/ R-10 INSULATION — — — — — — -� l0" I GONGONG. 1 24" DEEP AROUND FT6. GONG.FT6 A. PERIMETER O LI ��50"X30"Xlo" I I I I GONG. FT6. ' I W/ (3) #4 E.W. D_ I I I Q1� I = O I -1N I �-24"xl2" THK'D #45 / 1 FL xlo- I -� I W/ (2) GONT. 24 xl2 THK D ON .FOUNDATION WALL / W/ (2) #4'5 GONT. I I I I I " CONT. GONG. FOOTING STEP FDN. I I I STEP FDN. (+30") r-----0 ---� 1 (+3011) --------�x PI-3" �`i �� PI-3"� �i C'�-----��� -- --- PI-3" Ti 3x STUDS 3 STUDS 3x STUDS I 4 GONG. SLAB ON 13x STUDS 3x STUDS ff PLATES 5 8 PLATES 4 PLATES 4" GRAVEL FILL ON 4 PLATES 1 4 PLATES _ GOMPAGT EARTH O LI SLOPE 1/4"/FT. 1 -1 60" WALL HEIGHT 10'-4" 26'-8" I. 8'-4" 48'-0" HOLDD01NN SCHEDULE MARK HOLDOV4N/ FASTENERS 11400D MEMBER ANCHOR STRAP TH I GKNESS/SPED I ES REOU I RED T- I STHO 14/14 RJ 24-16d S 1 NKERS (2) 2X4/2X6 STUDS HE/SPF T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HE/SPE T-5 MSTA56 (26)-I0d (2) 2X4/2X6 STUDS HE/SPF 2 2X 2X STUDS T-4 MSTG48B5 (5 8) -10 d HF/SPF= T-5 HOUR-SDS2.5 (20) SOS 1/4" (2) 2X4/2X6 STUDS 7/811 ANCHOR X 2-I/2" HF/SPF= BOLT .'-01I. 12'-0" 13'-0" A A8 FOJN=II �T 1 ON f=L.A�N SEE GE_NEiRAL NOTES SCALE: 1/4" = I'-O" 2512 EKED A A TEGT GARY THOMAS HASH TATE OP WASHI NGTO I- r ^ VTJ� 00 N N 1--�-I Lr) • m M O 00 �—+ U o O W U Qu z� U z W z cn M O O 00 ILI III III V • Z z t- tu Q V date: 10-5-18 permit: revisions: drawn by : LMD checked by: MY�IJ !E�, +-4E`E`T O� WRITTEN DIMENSIONS ON THIS DRAWIN6 SHALL HAVE PREGEDENGE OVER 5GALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS 5HOWN ON THESE DRAWIN65. ANY 5UGH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE GOST TO RECTIFY SAME. LEC�ENID: BEARING WALL BEARING ABOVE FLOOR LINE ABOVE PT. LO. POINT LOAD ABOVE ABV. lk MULTIPLE 2x STUDS ® POINT LOAD O SMOKE DETECTOR 110\/ INTERCONNECTED 1^V BATTERY BACK-UP. PER I RG 514 ® CARBON MONOXIDE DETECTOR PER IRG 515 C�ARA(�E NOTES: I. GARAGE/NON-GARAGE SEPARATION, USE 5/8" TYPE 'X' GWB AT CEILING/WALL. WRAP POSTS AND BEAMS. 2. INSULATE ALL WARM WALL5 AND GEILING. 5. DOOR BETWEEN GARAGE AND NON -GARAGE SHALL BE 1-5/b" MINIMUM THIGK SOLID WOOD OR STEEL WITH SOLID OR HONEYCOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED WITH A SELF GLOSING DEVICE. 4. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR GE I L I NGS SEPERATI NG THE NON -GARAGE FROM THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS ® 16" O.G. TYPICAL. ALL HEADERS TO BE 5-1/2" X G" G.L.B. 24F-V4 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATGH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE INSULATED WITH R-10 INSULATION PER WSEC FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFAGE BELOW, THE LOWEST PART OF THE GLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 20G0 OR R612.5 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 +72" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 2.5 GAL/MIN. EXHAUST FANS LARGER THAN 50CFM MAY BE GONNEGTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUGT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES mw HEATINCG NOTES: + INSTALL PER ASHRAE GOA-05 + 18" PLATFORM OF 2 LAYERS 5/4" PLYWOOD (I LAYER IF PLATFORM 15 ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITGHES +18" MINIMUM ABOVE SLAB. F I REPLACE NOTE: '0' CLEARANCE FIREPLACE W/ DIRECT VENT FACTORY BUILT F I REPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPEGIFIGATIONS AND SHALL HAVE APPROVAL LABEL ATTAGHED 5/0" TYPE "X" GWB TO ROOF SHEATHING *** SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL NA I L I NCB SCHEDULE, e DETAILS. A611 nu HOLDD01NN SCHEDULE MARK HOLDOWN/ FASTENERS 11100D MEMBER ANCHOR STRAP TH I GKNESS/SPED I ES REOU I RED T-1 STHO 14/14 RJ 24-16d S 1 NKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HF/SPE T-5 MST456 (26)-I0d (2) 2X4/2X6 STUDS I fF/SPE 2 2X 2X STUDS T-4 MSTG48B5 (58)- I Od HF/SPF T-5 HOUR-SDS2.5 (20) SOS 1/4" (2) 2X4/2X6 STUDS 7/811 ANCHOR X 2-I/2" I-fF/SPF BOLT A(� s �O r-LOORE. f=LAI M SEE GENEPZAL NOTES Scf ALE: 1/4" = I'-O" 2512 EKED A A TEGT GARY THOMAS HASH TATE OP WASHI NGTO I- r ^ V J 00 N N W r ^ V J `r) � • ch M O �—+ U o O W U Qu z� C� H �Im Im U W cn M O O 00 I� tu lu tu v z z O t[l tu 4-1 Q V date: 10-5-18 permit: revisions: drawn by : LMD checked by: MY�IJ !E�, +-41--7:EET /ilk WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREGEDENGE OVER 5GALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS 5HOWN ON THESE DRAWINGS. ANY 5UGH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE GOST TO RECTIFY SAME. AL FLASHING ® RIM SIMPSON LUS210 Z-MAX JOIST HANGER SIMPSON DTT2Z-5D52.5 TWO PLACES AT DECK. USE (2) 2X JOISTS AT EACH LOCATION PER SIMPSON SPECIFICATIONS. NAIL FLOOR SHEATHING AT 6" AT DOUBLE JOIST WITH 1/2" DIAMETER THREADED ROD 24" LONG 2X12 PT LEDGER W/ 1/2" (4) X 6" LAG BOLTS HOT DIPPED GALVANIZED OR STAINLESS STEEL LAG BOLTS SHALL BE PLACED 2 INCHES FROM THE BOTTOM OR TOP OF THE DEGK LEDGER AND BETWEEN 2-5" FROM THE ENDS OF THE DEGK LEDGER. THE LAG BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER/ LAG BOLTS ARE TO BE AT EVERY JOIST BAY (16" O.G.) DEGK LEDGER DETAIL NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS ® 16" O.G. TYPICAL. ALL INTERIOR WALLS TO BE 2 X 4 STUDS ® 16" O.G. TYPICAL. ALL HEADERS TO BE 4X10 DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. 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 +72" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 1.75 GAL/MIN. EXHAUST FANS LARGER THAN 50GFM 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 IS' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: JIM BEARING WALL ::::M BEARING ABOVE FLOOR LINE ABOVE PT. LD. POINT LOAD ABOVE ABV. t MULTIPLE 2x STUDS ® POINT LOAD ® SMOKE DETECTOR IIOV INTERCONNECTED W/ BATTERY BACK-UP. PER IRG E314 ® CARBON MONOXIDE DETECTOR PER IRG 315 GARAGE NOTES: I. GARAGE/LIVING SEPARATION, USE 5/8" TYPE 'X' GWB AT CEILING/WALL. WRAP POSTS AND BEAMS. 2. INSULATE ALL WARM WALLS AND CEILING. 5. USE 2 LAYERS 5/8" TYPE 'X' GWB AT GEILING WHEN USING TJI's INSTEAD OF WOOD JOISTS. HEATING NOTES: + INSTALL PER ASHRAE qOA-50 + 15" PLATFORM OF 2 LAYERS 5/4" PLYWOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITCHES +I8" MINIMUM ABOVE SLAB. F I REPLACE NOTE: 'O' CLEARANCE FIREPLACE W/ DIRECT VENT FAGTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPECIFIGATIONS AND SHALL HAVE APPROVAL LABEL ATTAGHED 5/0" TYPE "X" GWB TO ROOF SHEATHING *** SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL NAILING SCHEDULE, $ DETAILS. m J mw T 4x10 DF#2 I �11 III I m � IIII I I m I � I N � IIII I IIL� im�`�__4 \o-� IIII N� I I �mm IIII ImN� ���`S6 I L =4 I I II 6 �I GB-4 8 /4"x18" 24F-V4 6LB II q S I �Gfi .t I # Ll o IIII P.T. 2x10 DEGK JST. v4. u I IIII I6 IIII O.G. 1=11 17=11 a IIII I I I } I m IL N III IIII I I7i8" TJI SNrw 230'S I (� IIII I ®16" N O.G. IIII IIII I I q I II'I ZI I � IIII �1z1 I I I II II �ml I I Li I I I � I C I I I X n at n C� C I JE I I 4x10 DF#2 4x10 DF#2 ND t� x I 4x10 DF#2 I /4"xl I I im 4x10 DF#2 HOLDD01NN SCHEDULE MARK HOLDOV4N/ FASTENERS 11400D MEMBER ANCHOR STRAP TH I GKNESS/SPED I ES REOU I RED T-1 STHO 14/14 RJ 24-16d S 1 NKERS (2) 2X4/2Xh STUDS HF/SPF T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HF/SPE T-5 MSTA56 (26)-I0d (2) 2X4/2X& STUDS HF/SPF 2 2X 2X STUDS T-4 MSTG48B5 (5 8) -10 d HF/SPE T-5 HOUR-SDS2.5 (20) SOS 1/4" (2) 2X4/2X6 STUDS 7/811 ,ANCHOR X 2-I/2" HF/SPF BOLT Is we] V FLOOFk f=L,10 l SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 2512 REGI EKED A TEGT THOMAS NASH ��TA7F_OP WASHI NGTO I- r ^ VTJ� b N °O T lu, M M O O W Q� U z� fsl CIS � 00 M O O 00 ILI Z tu tu lu yI �y Z z O .. i4-N--NI tN--NI 4-1 Q V date: 10-5-18 permit: revisions: drawn by : LMD checked by: MY�IJ !E�, +-41--7:EET /ilk O� FRE5OLVED ENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. R SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK CEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE Y THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE GONTRAGTOR SHALL L RESPONSIBILITY FOR THE G05T TO REGTIFY SAME. 48'-0" ILEGEND: BEARING WALL — — — — — — BEARING ABOVE FLOOR LINE ABOVE PT. LD. ABV. c POINT LOAD ABOVE MULTIPLE 2x STUDS 0 POINT LOAD SMOKE DETECTOR ® IOV INTERGONNEGTED W/ BATTERY BAGK-UP. PER I RC- 314 ® GARBON MONOXIDE DETECTOR PER IRG 515 GARAGE NOTES: I. GARAGE/NON-GARAGE SEPARATION, USE 5/8" TYPE 'X' GWB AT CEILING/WALL. WRAP POSTS AND BEAMS. 2. INSULATE ALL WARM WALLS AND GEILING. 3. DOOR BETWEEN GARAGE AND NON -GARAGE SHALL BE -3/8" MINIMUM THICK SOLID WOOD OR STEEL WITH SOLID OR HONEYCOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED WITH A SELF CLOSING DEVICE. 4. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPERATING THE NON -GARAGE FROM THE GARAGE SHALL BE: NO. 26 GAGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS ® 16" O.G. TYPICAL. ALL HEADERS TO BE 3-1/2" X c-i" G.L.B. 24F-V4 UNLESS NOTED OTHERWISE. O I m 12'-0" 21-111 2660 PIG. 36" OPEN RAIL W 2610 TRANS. O Ll DECK z WD z lU p O i 36'-O" 16'-10" i'-4" II'-6" 2'-7" t 3'-6" MA517ER BDRM. OPT. 5'-6" ZERO GLEARANGE ------ ; A --- ��+ OAS FIREPLACE I GEILING HEATER I L---� I I AT<� LU 0-I L OVRD. DECK Wv m HEATER L L I I I 61 -e,ll51-611 q'-O" WIDE NANA DOOR A8 N z o� o° o° 2'-6" 1, 4'-0" 0 +� cNv O m I HEATING NOTES: FUR —OUT HEADERS TO MATCH 2 X 6 WALLS. + INSTALL PER ASHRAE GOA-08 ALL EXTERIOR HEADERS MUST BE + 15" PLATFORM INSULATED WITH R-10 INSULATION PER WSEG OF 2 LAYERS 3/4" PLYWOOD LAYER IF PLATFORM FOR WINDOWS WITH OPERABLE(I OPENINGS MORE IS ON SLAB) THAN 72'' ABOVE THE FINISHED GRADE OR SURFACE + SEE HEATING NOTES 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 OPTIONAL NOTES: PASS THROUGH OR WHERE FALL PROTECTION DEVICES RAISE ALL PILOTS, BURNERS ARE PROVIDED PER ASTM F 20gO OR R612.3 AND SWITCHES +15" MINIMUM ABOVE SLAB. SOLID BLOCKING UNDER ALL BEARING FIREPLACE NOTE: WALLS. 0' GLEARANGE FIREPLACE W/ TUB/SHOWER UNITS SHALL HAVE FIRE DIRECT VENT BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FACTORY BUILT FIREPLACE SHALL FROM DRAIN. GLAZING, INCLUDING BE INSTALLED PER MANUFACTURER'S WINDOWS WITHIN +72" OF DRAIN, SPECIFICATIONS AND SHALL HAVE SHALL BE SAFTE-T' GLASS. SHOWER APPROVAL LABEL ATTACHED FLOW IS LIMITED TO 2.5 GAL/MIN. 5/8" TYPE "X" GWB EXHAUST FANS LARGER THAN 50GFM MAY BE TO ROOF SHEATHING GONNEGTED TO 4" SMOOTH WALL VENT PIPE SHEAR NOTE: IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS S" DIAMETER WITH A MAXIMUM RUN OF 15' SEE SHEET LI FOR SHEAR WALL COMBUSTION AIR REQUIRED FOR ALL NAILING SCHEDULE, $ DETAILS. FUEL BURNING APPLIANCES tot �z N O° 2x SOFFIT TO O q'-O" A.F.F. N ZERO GLEARAt 6'-III GAS FIRLAC C--- 2x-6V7—AE L--- \I/ q'-O"x4'-O" ISLAND 7.\ p 8'-4" 4'-0" 4'-4" 2660 PIG. W/ 2610 TRANS. 6010 PIG. 6010 PIG. _T x4')O" N ® O Q MUDPAN 8'-0" VANITY v SHOWER FAN VTO O O O Q ®FAN 50 FM O Li VTO NON z 50 GFM 2480 O N < MA5TER 5ATH CQ 21-2" 4'-611 H.s. 2480 - PKT. DR. I LINEN 50" WIDE N 5'-7" 6'-II" GAB. DESK w.l .G. III I 7'-roll �J cPT. I IIII v I I o r580 18 -8 23'-0" GREAT RM. H.S. �2 p � �T 3G� x T� SOFFIT TO A C S q'-O" A.F.F. $ —� P45 PI-4" 3050 OPN6. 4'-4" 13'-O" Di OFFICE m +6 H.S. m II 36" OPEN RAIL 0 I !x cz 4'-2" 2 �-4" 4 �8„ w p LX I ��u I u 0 ip wi N Q 4'-4" W �t °Qo FOYER H.S. 6'-0 1, 6'-6 11 (V O �o�o z v� ,y0 PWDR. o 0 x H.S. p 0 m 3'-10" ® FAN VTO N N 2680 50 GFM I — — — P45 ---71 — II o II BATH DVVTOH.S. ® fn N 50 GFM 0 � 1z N N 4'-roll 3'-10" 8'-8" GUEST 51JI TE CPT. IIII � IIII ° KITCHEN z Q o N 48" GOOK Hs. 1z PANTRY H'S' m V.T.O. F _- _ +6 L+ J _ G _ 42" REF 6 DESK DE - N 16 S.L. 1676 S.L. -f636 FIG. ABV. (EGRESS) 5050 PIG. 5010 PIG. N/ 501 TRANS. ��J +6 3010 PIG. 3010 PIG. `�� 5050 PIG. W/ 3010 TRANS. CVRD. PORCH co . 18�, I +s 6060 W/ 6010 XO SLUR. TRANS. I L A (o 6 oi 3 -roll 3'-10" 2'-2" 4'-8" 26'-8" 8'-4" 13'-O" 48'-0" HOLDDOWN SGHEOIJLE MARK FASTENER!3 V\IOOD MEMBER ANGI-fOR STRAP TH I GKNESS/SPED I ES REOU I RED T-1 STHD 14/14 RJ 24-1 Fbd SINKERS (2) 2X4/2XC STUDS 1-fF/SPF T-2 M5T48 (2) 2X4/2X& STUDS HF/SPF T-5 MSTA56 (28)-I0d (2) 2X4/2X6 STUDS I IF/SPF 2 2X4 2X6 STUDS T-4 MSTG48B5 (58)-1 Od HF/SPF T-5 HDU8)-SD52.5 (20) SL75 1/4'' (2) 2X4/2X& STUDS -7/8" 4NGHOR HF/SPF BOLT X 2-I/2" <t O J u� 9 ■ m N SE:E CGF_NERAL NOTES SCALE:: 1/4" = 1'-0" 2512 RE A A EGT GARY THOMAS NASH -ATE OF WASHINGTO r ^ V J N � W N `q o U O W Qu z C/D u r�4 U W w 00 M O O 00 Z A-jj lu A-q--AI lu V� v- � W V date permit: revisions: drawn by : LMD checked by: MWJ �E>+--ff=_ f=_T AWN OF= WRITTEN DIMENSIONS ON THIS DRAWIN6 SHALL HAVE PREGEDENGE OVER 5GALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROGEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITION5 5HOWN ON THESE DRAlq%55. ANY 5UGH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE GOST TO RECTIFY SAME. PLYWOOD ROOF SHEATHING 2x4 BLOGKING 2x6 BLOGKIN6 BETWEEN TRUSSES. NAIL BRAG I N6 TO BLOGKING W/ 4-16d (2) 16d EACH END OF BLOGKIN6 TO TRUSSES TRUSSES PER PLAN 2x6 V - BRAGE ® 8'-0" O.G. (2) 2x TOP PLATE A55 ANCHOR V - BRACE TO WALL PLATES 2x STUD / SHEAR WALL PER SCHEDULE SHEAR AAL.1. FERFEN=1 I GUL.AR TO TRUSS SCALE: N.T.S. EAVE PROTEGTION PER IRG R502.1 IF EAVES ARE VyITHIN S' OF THE PROPERTY LINE, THEN A ONE HOUR FIRE RES I STANGE RATING 15 REQU I RED IF THERE ARE BIRD BLOCKING VENTS OR GABLE END VENTS. IF THERE IS SOLID BLOCKING AND NO VENTS, THEN THE FIRE RES I STANGE RATING CAN BE REDUCED TO ZERO HOURS. AF50 ROOF VENT LOCATIONS PER PLAN SOLID BIRD BLOCKING AT WALLS 5' OR LESS FROM THE PROP. LINE TRUSSES PER PLAN 36 0 2X6 EXTERI OR WALL )�ONEHOUR EAVE DETAIL (IF PLAN REQUIRES) ROOF \/ENTIN(�, GALGULATION-PER 2015 IRG R806.2 2155 SOF=T AREA = -7.1,5 SOFT REQU I RED 500 (-7.18) X (50%) = 5.5ci SOF=T MIN. REQU I RED AT EA\/ES TYPICAL TRUSS BLOCK HAS (4) 2 d�) SCREENED HOLES PRO�/I D NCB 6.28 SO. IN. (.044 SOFT) PER BLOCK. APPROXIMATELY 82 \/ENTED BLOCKS = 5.6 I SOFT REQU I RED (-7.18) X (5096)= S.SG SOFT MIN. REQUIRED WITHIN 5' OF THE RIDGE AF50 ROOF JACK \/ENTS= .54 SOFT EACH \/ENT PRO\/IDE II AF50 \/ENTS= 5.74 SOFT PRO\/IDED TOTAL \/ENT AREA PRO\/IOEO= -7.55 SO FT TRUSS NOTE ALL TRUSSES SHALL HAVE: STRESS ANALYSIS AND DRAWINGS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER. MANUFACTURER'S STAMP ON PRE- MANUFAGTURED TRUSSES. BRACED TO MANUFACTURER'S SPEC - I F I GAT I ONS. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEFT. FOR APPROVAL AND SHALL BE KEPT ON SITE FOR PRAM I NG I NSPEGTI ON. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT FRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEERING GALGULATI ONS. ALL TRUSSES SHALL HA\/E SIMPSON H-1 GLIPS AT ENDS. WHERE TRUSSES ARE PARALLEL TO WALL, USE SIMPSON LSO AT MIOSPAN. USE SIMPSON STG GLIPS AT NON -BEARING WALLS ROOF FRAMING NOTES GUT RAFTER TAILS TO MATCH 2x4 TRUSSES GONNEGTORS SHALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF PITCH SHALL BE AS NOTED ON PLANS ROOF OVERHANG SHALL BE 6" U.N.O. 2x6 O\/ERFRAMING BEARING BELOW Q DS DOWNSPOUT DS DS i-v TYP. 00 DS O.H. R4x8 �• I 4x DF#2 4x8 DF#2 4x8 DF#2 DF#2 -� ---- -- - -- - -- -- DS II 8 u III L1 � IIIollo x I I III DECK BLW. I N 00 lL00 N III I 'Sim III IP M TER AF50 I ED ROOF ❑VENT I FIREPLACE I # DB-2 FLUE _ 5W'xIX24F-No4 6LB - - - - - - HIP MASTER I I ROOF AON" ❑ 2 VENT MFD. TRUSSES I J11 I L 12 ���fi� G 2 ® # GIRDER TRUSS mjIIII ROOF ❑ ❑ ROOF OFVFNT I VENT Al X ❑ ROOF N VENT I I I lu I Q > o I NIIIII ��� -�, x x 3 A7 X I AF50 AF 50 oF N-=X VENTRO Q Ul � N II I I # I I 12 I I I 2® x lli AF50 AF50 AF50 4x8 DF#2 -- -- -- T 4 El El El �\ MFD. TRUSSES ® 24 O.G. RIDGE I N �I ❑ ❑ ❑.\ Q AF50 AF50 ROOF ROOF ROOF ` VET VENT VENT In l AF50 L I N Li Poor A7 Q � 0 � N Q IL � (V AF50 LQ RO ❑ VENT i 4x8 DF#2 Q d) 4x DF#2 �t R 4x8 DF#2 4x8 DF#2 4x DF#2 __ 4x 4x8 _ DF#2 _BLW F#2 DS DF#2 �` I RB-4 N — I I ICI ICI MFD. HIP JACKS 24" O.G. HOLDD01NN SCHEDULE MARK HOLDOV4N/ FASTENERS V1100D MEMBER ANCHOR STRAP TH I GKNESS/SPED I ES REQU I RED T- I STHO 14/14 RJ 24-16d S 1 NKERS (2) 2X4/2Xh STUDS HF/SPF T-2 MST45 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-5 MSTA56 (26)-I0d (2) 2X4/2X6 STUDS HF/SPF 2 2X 2X STUDS T-4 MSTG48B5 (58)-1 Od HF/SPF= T-5 HDUB-SDS2.5 (20) SOS 1/4" (2) 2X4/2X6 STUDS 7/811 ANCHOR X 2-I/2" HF/SPF BOLT IOd g 4" o.c. - ROOF SHEATHING TO TOP CHORD TRUSS. TRUSS OVER S.W. TO HAVE PLYWOOD ROOF BLOGKIN6 AT SHEATHING 16>11 O.G. TRUSSES PER PLAN CONTINUE SHEAR WALL TO ROOF A35 GLIPS o 24" O.G. SHEAR WALL PER SCHEDULE 0� IOd (g 4" o.c. - ROOF SHEATHIN6 TO TOP CHORD TRUSS. PLYWOOD ROOF SHEATHIN6 TRUSSES PER PLAN 2X NAILER - NAIL TO BOTTOM GHORD W/ 16d a 3/4" PLYWOOD 6" O.c. 2 ROWS 16d 16d @ 4" o.c. NAILS (9 6" o.G. PLYWOOD PLYWOOD TO TO NAILER TOP PLATE SHEAR WALL PER SCHEDULE SCALE: N.T.S. ik00�= I�All I N l i=L. AV, N SEE GENEiRAL NOTES SCALE: 1/4" = I'-O" 2512 EKED AA T3=GT GARY THOMAS NASh+ TATE OP WASi--II NGTO I- r ^ 00 N L 1 • m M O �—+ U o O W Q� U z� U W � V J 00 M O O 00 ILI I� Z -III III I� z z CN tN--NI tN--YI 4-1 Q V date: 10-5-18 permit: revisions: drawn by : LMD checked by: MY�IJ O � WRITTEN DIMENSIONS ON THI5 DRAWIN6 SHALL HAVE PREGEDENGE OVER SCALED DIMENSIONS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, GONDITION5, ETC, PERTAININ6 TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMEN51ON5 AND/OR GONDITIONS 5HOWN ON THESE DRAWIN65. ANY 5UGH VARIATION SHALL BE RE50LVED BY THE OWNER PRIOR TO PR06EEDIN6 WITH THE WORK, OR THE CONTRACTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE G05T TO REGTIFY SAME. MAIN FLOOR P.L. - WIP O PE O FIN. FLR. MAIN LOWER FLOOR P.1 FIN. FLR. LOWER Sr=GT 1 ON � SE'E GENER?.L NOTES SGALE: 1/4" = 1'-0" 2015 .I ASHING2TON. STATE EN.EF:;;,O'r GONE *GL I MATE: ZONE 5 ,AND MARINE: 4* FENESTRATION SKYLIGHT GLAZED FENESTRATION GEILING WOOD FRAMED FLOOR BELOW GRADE SLAB R-VALUE U-FAGTOR U-FAGTOR SH6G R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE AND DEPTH 0.30 0.50 NR R-4a (R-38 VAULTED) R-21 R-50 10/15 R-21 +TB R-10, 2 FEET H\'Ar--=,,: TABLE 406.2 ENERGY GREDITS HOUSES BETWEEN 1500 SOFT AND 5000 SOFT REQUIRE 3.5 CREDITS OPTION BHIGH EFFIGIENGY HVAG EQUIPMENT GAS FIRED FURNAGE WITH A MINIMUM AFUE OF c149S 8 H16H EFFIGIENGY HVAG DISTRIBUTION SYSTEM ALL HEATING AND GOOLIN6 SYSTEM COMPONENTS INSTALLED INSIDE THE GONDITIONED SPACE. THIS INCLUDES ALL EQUIPMENT AND DISTRIBUTION SYSTEM GOMPONENTS SUCH AS FORGED AIR DUCTS, HYDRONIG PIPING, HYDRONIG FLOOR LOOPING, GONVEGTOR5 AND RADIATORS. ALL COMBUSTION EQUIPMENT SHALL BE DIREGT VENT OR SEALED GOMBUSTI ON FOR FORGED AIR DUCTS: A MAXIMUM OF 10 LINEAR FEET OF RETURN DUCTS AND 5 LINEAR FEET OF SUPPLY DUCTS MAY BE LOCATED OUTSIDE THE CONDITIONED SPACE. ALL METALLIC DUGTS LOCATED OUTSIDE THE GONDITIONED SPACE MUST HAVE BOTH TRANSVERSE AND LONGITUDINAL JOINTS SEALED WITH MASTIC. IF FLEX DUCTS ARE USED, THEY CANNOT CONTAIN SPLICES. FLEX DUCT GONNEGTIONS MUST BE MADE WITH NYLON STRAPS AND INSTALLED USING A PLASTIC STRAPPING TENSION TOOL. DUCTS LOCATED OUTSIDE THE GONDITIONED SPAGE MUST BE INSULATED TO A MINIMUM OF R-5 6 EFFICIENT WATER HEATING ALL SHOWERHEAD AND KITCHEN SINK FAUGETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS MUST BE RATED AT 1.0 GPM OR LESS BG EFFICIENT WATER HEATING WATER HEATING TO BE GAS FIRED WITH A MINIMUM EF OF O.GI GRED I T(5) f L I O H7 6 U I M N75 : SECTION 404 - ELECTRICAL POWER 8 LIGHTING SYSTEMS 404.1 Interior Lighting: A minimum of 75 percent of all luminaries shall be high efficacy luminaires. See note on elec. plan 1.0 \/N71 LA7I ON : M1507.3 INTERMITTENTLY OPERATING VENTILATION SYSTEMS. THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY OPERATING VENTILATION 5Y5TEM5 SHALL BE THE COMBINATION OF IT5 DELIVERED CAPACITY FROM TABLE I.O M1507.3.3 (1), AND ITS VENTILATION EFFECTIVENESS AND DAILY FRACTIONAL OPERATION TIME FROM TABLE M1507.3.3(2) AIR NFL7RA710N: BUILDING AIR LEAKAGE TEST IS REQUIRED PER WSEG R402.4.1.2 MECHANICAL DUCTS ARE REQUIRED TO BE SEAL TESTED IN AGGORDANGE WITH WSEG 503.10.5 AND 601.1 DUCT INSULATION PER 2015 WSEG R403.2.1 DUCT LEAKAGE TESTING PER 2015 WSEG R403.2.2 A PERNAMENT GERTIFIGATE IS REQUIRED TO BE POSTED WITHIN 5'OF THE ELECTRICAL PANEL TO CONTAIN THE HOMES R-VALUES, U-VALUES, RESULTS FROM DUCT SYSTEM AIR LEAKAGE, RESULTS FROM BUILDING ENVELOPE AIR LEAKAGE TESTING (BLOWER DOOR TEST) AND TYPES AND EFFICIENCIES OF HEATING, GOOLING, AND SERVICE WATER HEATING EQUIPMENT PER WSEG R401.3 HEADERS ARE REQUIRED TO BE INSULATED WITH A MINIMUM OF R-10 INSULATION. GORNERS OF EXTERIOR STUD WALLS ARE REQUIRED TO BE FULLY INSULATED. THE EXTERIOR THERMAL ENVELOPE IS REQUIRED TO CONTAIN 1.5 A CONTINUOUS AIR BARRIER PER TABLE R402.4.1 -21 INS. m XTERIOR WALLS 7A5LE M150�733(1) CONT I NUOU5 WHOLE HOUSE MECHANICAL YEN71 LA71 ON 51'57EM AIRFLOW RATS REOU I REMENT5 DWELLING UNIT NUMBER OF BEDROOMS FLOOR AREA 0-1 2-3 4-5 >7 (SQUARE FEET) AIRFLOW IN GFM < 1,500 30 45 60 75 GO 1,500 - 3,000 45 60 75 GO 105 5,001 - 4,500 60 75 GO 105 120 4,501 - 6,000 75 CIO 105 120 155 6,001 - 7,500 CIO 105 120 155 150 > 7,500 105 120 155 150 1(05 FOR SI : 1 SQUARE FOOT = O.Og2am2 1 CUBIC FOOT PER MINUTE = 0.000471gm 5/s 2512 RE A ?. EGT GAR* THOMAS NASH TATE OF WASHI NGTO r ^ V J N � W N `q L , 1� 00 o 00 c� U W QU U W � W 00 M O O 00 lu Z I lu z :z O v- � N ti) 0 � — � V date : IO-5-18 permit: revisions: drawn by: L.MD checked by: M1N.J �E> +-4 f--z:::E=-F A lots ep O F= ep WRITTEN DIMENSIONS ON THI5 DRAWIN6 SHALL HAVE PREGEDENGE OVER SCALED DIMENSIONS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, GONDITION5, ETG. PERTAININ6 TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMEN51ON5 AND/OR GONDITIONS 5HOWN ON THESE DRAWIN65. ANY 5UGH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PRO6EEDIN6 WITH THE WORK, OR THE CONTRACTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE GOST TO REGTIFY SAME. 5HEARWALL PER PLAN GONG. SLAB PER PLAN SHEAR BALL SCHEDULE PER 2015 150 GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOCATE HOLDOWN5 AS CLOSE AS P05SIBLE TO THE END OF THE DES16NATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, ff NAILS IN GONTAGT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD /I6" NAIL SPAGIN6 TOP d BTM. ANCHORS BLK6. SILL OPTIONAL BASE HEM FIR #2 MARK PLATE SIMP50N MASAP PLATE VALUE PLYWD. EDGES FIELD PLATES detail REG2 D. ANGHOR BOLTS ANCHORS NAILING (#/LF) PI-6" 8d (o" 12" 6" 18" O.G. 2x4 5/8" @ 48" (p 45" ff ENDS (2) I6d @ 10" 240 PI-4" 8d 4" 12" 4" 16" O.G. 2x4 5/8" @ 52" @ 50" ENDS (2) I6d @ 7" 34G PI-311 8d 3" 12" 3" 14" O.G. (2) 2x4/6 5/8" @ 24" ® 24" S ENDS (2) I6d @ 5" 450 PI-2" 8d 2" 12" 2" 12" O.G. (2) 2x4/6 3/4'' (9 24" o 18" ff ENDS (2) I6d (9 5" 555 P2-6" 8d 6" 12" 6" loll O.G. (2) 2x4/6 5/8" © 24" N/A (2) I6d (9 5" 480 P2-4" 8d 4" 12" 4" 8" O.G. (2) 2x4/6 5/4'' (9 20" N/A (3) I6d () 5" 700 P2-3" 8d 3" 12" 3" 8" O.G. (2) 2x4/6 3/4" @ 161, N/A (4) 16d @ 5" GOO P2-2" * 8d 2" 12" 2" 8" O.G. (2) 2x4/6 5/4'' (9 12" N/A (4) I6d @ 4" 11-10 "NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS S PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS OR (2) 2X MEMBERS PER IBG 2015 AND SDPWS-2008 PER SPEGIAL DESIGN PROVISIONS FOR WIND AND SEISMIC, CHAPTER 4.3.7.1 #4 EXPEGTION; (2) 2X MEMBERS ARE OK IN LIEU OF 5X MEMBERS STITCH NAIL DOUBLE STUDS AND PLATES T06ETHER WITH I6d NAILS (g 12" O.G. STAOERRED ON THE STUD FACE I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SHEAR WALL NOTES 7/16" OSB OR PLYWOOD SHEATHING - USE 8d GOMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL a 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPAGIN6 IS SPEGIFIED AT PANEL EDGES, USE 1-1/2" 8d SHORT NAILS OR 3X STUDS WITH 8d GOMMON NAILS. FOR 2" NAIL SPAGIN6, USE 3X STUDS AND STA66ER PANELS. WHERE PLYWOOD 15 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EAGH SIDE. FLOOR PLYWOOD - USE 8d GOMMON NAILS (9 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 OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOGKED AT 48" O.G. (9 EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. 5" x 3" x 1/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. PLATE WASHERS TO BE INSTALLED WITHIN 1/2'' OF SHEATHING 7/16" OSB OR PLYWOOD SHEATHING - STAPLE SGHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" 16 GA. STAPLES @ 15 GA. STAPLES (@ 14 GA. STAPLES (p 3" O.G. - 280 #/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 SPAGIN6: 12" O.G. NAILS 8 STAPLES. HOLDOWNS - INSTALL SIMPSON HOLDOWN5 OR USP HOLDOWNS AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. PER PLAN, SIMPSON STHD14 OR USP STAD14 SIMPSON MST36 OR USP MST136 SIMP50N MST48 OR USP KST248 SIMPSON HDU8 OR USP TDXIO (748" ANCHOR BOLT MIN. SIMPSON MSTC48B3 OR USP MSTGB4B3 24" EMBEDMENT, 3" BOLT INTO (3) 2x4(6)) STHD HOLDOWN PER PLAN P.T. 51LL PLATE PER SHEAR WALL SGHEDULE W/ fig" (P A.B. AT 45" O.G. It 3"x3"x3 6A. R. WASHERS TYP. U.N.O. IN SHEAR a ° { WALL SGHEDULE SEE DETAIL 1/61 z FOR STEEL LAYOUT >_u PER PLAN DOUBLE STUDS ®"^' "' 5HEARWALL PER 1 3/4" MIN. T$6 PLY GLUED 8 NAILED - d 12" FIELD W/ IOc DOUBLE RIM FOR BTM. PLATE NAILII PER SHEARTWALL A35 FRAMING AN( PER 5HEARWALL 5GHEDULE DOUBLE 5TUD5 5HEARWALL PER I 16 MIN. PER PLAN 2x TOP PLATE HEADER EXTEND TO END WALLS NAIL SHEATHING TO HEADER ® 3" O.G. E.W. 3x OR (2) 2x STUDS GONNEGT PLYWOOD W/ 8d NAILS ® 3" O.G. TO ALL STUDS, PLATES $ HEADERS APA RATED SHT6. I 5/6" MIN. 24/0 EXP. I STHD 14 WOOD n TO GONGRETE I GONNEGTOR5 I OR EQUAL III II I - 3x OR (2) 2x III PLATES; NAIL SHEATHING TO I IL EAGH PLATE I n all #4 HORIZ. @ 12" O.G. u " (P X 15" A.B. W/ 3"X3"X!/4" (3) #4 VERTICALS PLATE WASHER 7" IMBEDMENT GONG. STEM WALL TOP OF SLAB Ll .GONT. FOOTING H I GH 57EM HALL (STHD 14) LATERAL Rr=57RA I NT PANEL O u� 9 lX LL z LL O lX LL IL b SC, -ALE: I" = 1'-0" M5T21 5TRAP Al I6" MIN. 30 - Ibd NAILS NAIL 5HEATHIN6 TO HEADER ® 3" O.G. E.W. T- — -T- I 3x STUDS GONNEGT PLYWOOD W/ Sd NAIL5 ® 3" O.G. TO ALL STUDS, PLATES I I I 8 HEADERS I APA RATED 5HT6. 48" MIN. 24/0 EXP. I I I I 5THDI4 WOOD TO GONGRETE GONNEGTOR5 OR EQUAL nI In I - 3x PLATE5 TO I EAGH PLATE II II III VmX15"A.B. I II III W/ 3"X5"XI/4" PLATE WASHER II T' IMBEDMENT TOP OF SLAB GONT. FOOTING STEM WALL LATERAL RE57RA I NT FANEL (S7HI714) CONTINUOUS HEAI7r=R SGALE: N.T.S. GONG. SLAB OVER — 6RAVEL FILL SEE PLANS FOR REINF v 2x SHEAR WALL AND/OR BEARINL WALL, SEE PLANS HOLD DOWN PER PLAN o P. T. SILL R W/ A.B. PER SHEAR WALL 5GHED. ° ANCHOR PER SHEAR N14' WALL 5GHEDULE 5HEARWALL TO CONTINUE TO ' ` • • ° ' • °" jo °° • a ' °' ° ° '• FOOTING - REFER TO FOUNDATION PLAN FOR SIZE OF GONTINUOUS C FOOTING o P.T. RATE ALL THREAD MIN. 7" EMBEDMENT • ° 8":. GONG. SLAB OVE HOEDOWN PER PLAN GRAVEL FILL ° FOOTIN6 PER PLAN #3® IS" O.G. E.W. SEE PLANS FOR REINF. .• .° °, ,% ° �O�C zj �D O�o�0�0� �- ° ' ' O�o�O�D O��O�D 0�0�0�0 0�0�0� a a ° O��O�D as • •. W 8 ° ° GONT. FOOTING J W� REINF. PER PLAN (2) #4 GONT. ° ° ° ° a a I #4 ® IS" O.G. SEE PLANS SEE PLANS HOLOOAN / ALL 7HREA1;) INTO GONT. FOOT 1 NG SG?.LE: N.T.S. 2x STUD/SHEAR WALL; NAIL PER PLANS, SEE 5HEARWALL SGHEDULE SIMP50N MST STRAP; SEE PLAN FOR SIZE GONTI NUOU5 r007I NG kN/ 57r=M !MALL SCALE: I" = 1'-0" FLOOR JOI5T SOLID BLOGKING PER PLAN TIE STRAP PER PLAN W/ ABOVE SHEAR ®I6" O.G. IOd NAILS ALL NAIL HOLES FILLED W/ WALL BELOW 6 O.G. BOTTOM PLATE Ibd GOMMON NAILS NAILING PER 5HEARWALL TRUSSES OR SGHEDULE RAFTERS PER PLAN BOTTOM PLATE NAILN6 SIMPSON PER SHEAR WALL SCHEDULE A35 PER ROOF 5HT6 - SHEARWALL J,\y PER SHEAR W SGHEDULE SCHEDULE ad @ 6" O.G. A35 FRAMIN6 ANCHOR MAY BE ELIMINATED AT PI-6, AND PI-4 2X BLK6. W/ I& TYPE SHEAR WALL5, IF THE / O.G. VENT HOl PLYWOOD PANEL SPANS RIM (RIP LK'G.) B J015T AND IS NAILED TO BOTH THE BOTTOM PLATE OF SHEAR BLOGKING BETWEEN WALL ABOVE AND THE TIE JOIST 0) 32 O.G. DBL.50LID BLOGKING PLATE OF THE WALL BELOW UNDER SHEAR OVERHANG ff W/ THE EDGE NAILING PATTERN WALL ABOVE FASGIA 5PEGIFIED IN SHEAR WALL TABLE SHEATH I � SGHEDUL: 2x STUD/SHEAR WALL; NAIL PER PLANS; SEE 5HEARWALL SGHEDULE 2X STUD WALL 16" O.G. 2512 REGI RE <: A EGT GAR* THOMAS NASH TATE OF WASHINGTO r ^ V J N � W N `q L, 1 00 o 00 c� U W Q z C/D U W � W 00 M 0 0 00 lu 0 t— Z A-q--WI lu A-q--WI A V < to l t— K Vl z tu t�n tu t ) �v date : IO-5-18 permit: revisions: drawn by: LMD checked by: MWJ I O � Lm I 57H:) HOLDCAN g 5LA5 r-ouNDAT1ON SCALE: I" = I'-O" 5TRAP HOLI;)CAN HALL TO AALL SCALE: I " = P-O" 0�F5E7 5HEARWALL JO 1 STS PARALLEL SG,ALE: I " = 1'-0" T1'P. 5HEARAALL TO ROO= CONNECTION \`� / SGALE: N.T.S. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREGEDENGE OVER 5GALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS 5HOWN ON THESE DRAWIN65. ANY 5UGH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE GOST TO RECTIFY SAME. 24" GARDBOARD BAFFLE ALLOW FOR I" AIR SPACE MIN. EXTEND 12" ABOVE INSULATION. —\ SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED TO WEATHER TOP PL. IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'6. W/-1 2" SCREENED VENT HOLES WITH 1/4" CORROSION RESISTANT METAL MESH GOVERIN6 FIN. FLR. ROOFING MATERIAL FINISH PER ELEVATION ON 7/16" OBS SOLID GDX 24-0 PLYWOOD SHEATHING; 8d @ 6"O.G. EDGE bd a 12" O.G. FIELD (7/16" OSB AGX PLYWD @ EVES) MIN. 15# UNDERLAYMENT NAIL 6" ED6E, 12" FIELD WITH 8d NAILS, U.N.O. Z N APPROVED TRUSSES BEARING MANUFACTURER'S SEAL. SEE ROOF FRAMING PLAN FOR SPAG I N6 INSLULATE PER WSEG. LIVING AREA FIRE BLOCK ALL VERTICAL OPENIN65 IN WALLS AT PLATES AND FLOORS ENGINEERED JOISTS, SIZE AND SPAGIN6 PER PLAN OR 2X JOISTS 2x P.T. SILL 5/e"X 10" ANCHOR BOLT W/ 3 "X3 "X 1/4 " PLATE WASHERS a 45" o.c. NO LESS THAN 4Y2" 4 NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. 7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. #4 REBAR @ 16" O.G. HORIZONTAL #4 REBAR @ 48" O.G. VERTICAL ° a ° 3" MIN. TnrD �I (2) 2x TOP PLATE, LAP CORNERS, OFFSET END JOINTS BY 45" _76" OSB. OR PLYWD. SHEATHING. NAIL (6" EDGE, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWISE 2x STUDS @ 16" O.G. TYP. 2x STUDS ® 16" O.G. TYP. SIDING Al WEATHER RESISTANT BARRIER BEHIND SEE PLAN FOR 51 D I NG TYPE 2x BOTTOM PLAT 2x P.T. SILL FIN. FLR. z 4"(P D.S. TI614TLINE, POSITIVE DRAIN TO STORM SYSTEM - dJ FIN. GRADE TO SLOPE AWRY FROM BUILDING 1 % a 4"cP PERF. FOOTING DRAIN TILE W/ CLOTH COVER � GRANULAR COVER AS REOV. BY SOIL CONDITIONS WIMIR PLACA!HW PER DETAIL *2 ABOVE n LL, 4 %2" 6YPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER a WALLS AND GEILIN65 L I V I NO AREA FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS J"X 10" ANCHOR BOLT W/ 3"X3"X" PLATE WASHERS ® 45" o.c. NO LESS THAN 4�" $ NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. 7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. FAJ 4" GONG. SLAB ON 4" GRANULAR BED ° ° a a #4 REBAR W "J" BAR ALL FOOTIN65 TO BEAR ON BEARING SOIL WALL GREATER THAN 4'-0" PER PLAN 2 STD. f0UNi7A71 ON I7r=TA I L SCALE: N.T.S. PER IRG R403.1.3 #5 6 MIL. VAPOR BARRIER BETWEEN CONCRETE SLAB GRANULAR BED R-10 INSULATION; EXTEND UNDER SLAB IN HEATED AREAS -GOMPf�GTED FILL — TO C15% — REBAR PLACEMENT SEE DETAIL #2CL ABOVE C — z_ � � III III III III III III III III III III III III III III III III III III REINFORCEMENT MUST BE TIED IN PLACE FOR FOUNDATION IN5PEGITON SEE FOUNDATION PLAN FOR FTC. / FON. SIZE — ALL FOOTINGS TO BEAR ON BEARING SOIL TYFIGAL Ill0NALL SF.GTIONS C� SCALE: N.T.S. a a HANDRAIL: GRIP 1%4" - 2" �P PROJECTION FROM WALL NO LE55 THAN 1%2" OPEN RAIL: OPEN SPACE BETWEEN PICKETS SHALL BE LESS THAN 4" GLEAR - 2X4 STOP 2-2X HEADER FLOOR JOIST FIREBLOGK STAIRS: ONCE IN TOP $ BOTTOM OF RUN BETWEEN STRINGERS ALONG RUN BETWEEN STUDS USABLE SPACE UNDER STAIRS TO BE I HR FIRE CONSTRUCTION 5/5" TYPE 'X' 6.W.B. (TWO LAYERS AT STAIR GEILIN6) I� II II II II II II/ STAIR I7r=TA I L - TYF I GAL C7I SCALE: N.T.S. a1J_J1 ° ►1 n 4" GONG 4" 6RANI REAR PLACANENT PER DETAIL *2 ABOVE ALL FOOTINGS TO BEAR ON BEARING SOIL NOSING HANGER 3-2x12 STRINGERS p Q w Z 2X4 BLOGKIN6 Z (F I RESTOP) d) 6WN F I REBLOCKS STAIR NOTES: RISER HE I6HT =-1-5/4" MAX. TREAD DEPTH = 10" MIN. REBAR FLACEPIENT PER DETAIL *2 ABOVE NASH $ ARCH I TEGTS GENERAL NOTES: I. All construction per applicable codes and ordinances. 2015 IRG, IBG. 2. Verify all dimensions on job site. Bring discrepancies to the attention of Owner and/or Designer. 3. Owner Will verify window sizes and manufacturer(s) with framer before start of construction. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2015 IBG. (9. Truss manufacturer shall supply Shop drawings to Owner and framer to review and approve before fabrication. 7. Owner WI11 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. ci. TJI products to be installed per manufacturer's installation guide and approved reports. 10. All metal connections to treated wood Shall be at a minimum; triple zinc ZMAX (6185 per ASTM A653); Hot Dip 6alvonze (ASTM A125 for connectors and ASTM155 for fasteners and anchors. 11. Al I bathroom fans, kitchen hood, and dryer ducts shall be 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 6,E065R4PH I G DESIGN CRITERIA: TERMITE: SL16HT TO MODERATE DECAY: 51_I6HT TO MODERATE WINTER DES16N TEMP: 170 IGESHIELD REQUIRED: NO FLOOD HAZARDS: 2003 IcIG2 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 50 DESIGN DATA: ROOF LOADS: LL 25#/SF (SNOW) DL 15#/5F TOTAL 40#/SF FLOOR LOADS: LL 40#/5F DL 10#/SF TOTAL 50#/SF DECK LOADS: LL 60#/SF DL 10#/SF TOTAL -70#/SF SOIL 1500 PSF ACTIVE EARTH PRESSURE 35 pcf AT -REST EARTH PRESSURE : 45 pcf PASSIVE EARTH PRESSURE ; 350 pcf SEISMIC PRESSURE : 6H UNIFORM PRESSURE BASE COEFFICIENT OF FRICTION 0.35 GONGRETE: 2500 PSI AFTER 28 DAYS (5i2 SACK MIX) -5000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR 6ARA6E SLABS- AIR ENTRAINMENT IS 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 R602.3(I) WIND: 85 MPH SEISMIC: ZONE - DI V = see design calculations(Wdl) WEATHERING POTENTIAL: MODERATE FROST LINE: 12" E.F.P.: 45 PSF 4" BEAM: DOU&LA5 FIR #2 fv = 150 fb = Ci00 PSI E = 1,600,000 b" BEAM: DOU6LAS FIR #2 fv = 170 fb = 875 PSI E = 1,500,000 4 POST: DOU6LAS FIR #2 FG II = 1350 PSI E = 1,600,000 b" POST: DOU6LA5 FIR #2 FG II = 700 PSI E = 1,300,000 JOISTS � RAFTERS HEM FIR #2 STUDS: fv = 150 fb = 850 PSI E = 1,500,000 6LU-LAM BEAMS: fv = 240 psi fb = 2,400 PSI (reduced by Size factor, GF*KI) E = 1,800,000 psi NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES WILL BE NOTED ON THE PLANS. I. SUBFLOOR: T$G PLYWOOD OR OSB APA RATED 5TURD-I-FLOOR I6" O.G., 5/4" WALL ff ROOF SHEATHING: APA RATED SHEATIN6 24/16 7/16" 2512 f2EG Ei2 ,4 TE:GT GARY THOMAS NASH TATE OP WASHINCGTO r ^ V J 00 N N W T lu, M M o 00 �—+ U o O W U QU Z_ U Z W Z 00 M 0 0 00 I� to tu 0 Z CN (Vn Q V dote: 10-5-18 permit: revisions: drawn by : LMD checked by: MY�IJ !E�> +-4 1—�T I O � I