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APPROVED ENG BLD PLN 4 Unit- Building PlansWritten 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. PER 2015 I RC; TABLE FOR ROOF SLOPES 5:12, UNDERLA'I'MENT SHALL BE TWO DYERS APPLIED IN THE FOLLOWING MANNER: APPLY A I q I NGH STRIP OF UNDERLAI'MENT FELT PARALLEL TO AND STARTING AT THE EAVES. STARTING AT THE EAVE, APPLY 56 NGH W 1 DE SHEETS OF UNDERLA'fMENT, OVERLAPPING SUCCESS 1 VE SHEETS I q INCHES. DISTORTIONS IN THE UNDERLAI'MENT SHALL NOT INTERFERE WITH THE AB 1 L I TY OF THE SHINGLES TO SEAL UNIT 4- PLAN 1402 UNIT 5- PLAN 1-75Gi Iz UNIT 2- PLAN 1-75Gf UNIT I- PLAN 1482 I I I BOARD AND BATTEN 2X8 BARGE BOARD I SIDING- I X5 BATTENS W/ I X2 TRIM ASPHALT COMP. SHINGLES I ® 18 " O.G. W/ I -7" RAISED HEEL (ARON 15*k FELTCHITECTURAL GRADE) I HARD I E-PANEL BEHIND TRUSS FOR UNITS I 1 1 4 I 5 I METAL FASG I A GUTTER 12 I I IN IN ' II L STONE VENEER INSTALL PER MFD. SPEC - I F I GAT I ONS TREATED PLYWOOD BEHIND ALL AREAS WITH STONE UNITS 1 -$ 4 SG2UARE SOOT C��S MA I N S�f Ui=PER Gi4� TOTAL_ 482 C�ARAC-�� 40-7 D RECTORS Al - NORTH/EAST ELEVATION A2 - SOU7H/AF-57 ELEVATION AS - FOUNDATION PLAN A4 - MAIN FLOOR PLAN A5 - UPPER FLOOR FRAM I NG PLAN A& - UPPER FLOOR PLAN A-7 - ROOF FRAMING PLAN A8 - BU I LD I NCB SEGTI ON A9 - PART)' WALL DETA I LS L I - LATERAL DETA I LS- WSEG NOTES 61 - 71'P I GAL WALL DETA I LS ELA5H I NG 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 CAVITY 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 LOCATIONS: I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RES 1 STI VE BARRIER FOR SUBSEQUENT DRAINAGE 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS 5. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS 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 7 NORTH r=Lr=\/AT 1 ON SEE GENERAL NOTES UNITS 2 $ 5 SQUARE f=007AC�ES MAIN rt15 UPPEFII 1044 TOTAL_ C-�ARAC�E 5-75 �ONSJLTANTS ARCHITECT NASH AND ASSOCIATES ARCHITECTS 8003 11 Sth AVE NE KIRKLAND, NA g8033 PHONE: (425) 242-74g0 CIVIL ENGINEER RAM ENGINEERING 16531 13TH AVE A, SUITE A 108 LYNNNOOD, AA a8037 PHONE: (425) 678-6c160 C®D NFOR A7 ON CONSTRUCTION TYPE: 55 OCCUPANCY: R5/U-I 2015 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS 2015 INTERNATIONAL FIRE CODE 2015 UNIFORM PLUMBING CODE 2015 NASHINGTON STATE ENERGY CODE 2015 INTERNATIONAL MECHANICAL CODE NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, PAINTED OR CEDAR. 2. CAUL< AND SEAL ALL W I NDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. S. GLAZING PER STATE ENERGY CODE. 4. PROTECTION FROM DECAY IS REOU I RED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFAGES EXPOSED TO THE WEATHER 5. REFER TO ALL ELEVATIONS FOR TYPIGAL NOTES. 6. S.G. = SAFETY GLASS SCALE: 1/4" = P-O" BU 1 LD 1 NCB CODE USED MAXIMUM BUILDING HEIGHT 44-1.58' ACTUAL BUILDING HEIGHT i UPPER FLOOR P.L. LEI FIN. FLR. UPPER MAIN FLOOR P.L. �III�III I I II II II' 'IIII II II EXTERIOR SCONCE 2 EXTERIOR LIGHTS (CAN LIGHTS) AT COVERED PORCH 2015 INTERNATIONAL RE511:)ENTIAL CODE (INDIVIDUAL UNITS SEFERATED BY A z ONE HOUR WALL ASSEMBLIES)) R-S OGGUPANGI' T1'FE FIRE SPRI NKLERED BUILDING NFFA 15R SYSTEM REOU I RED 5/4 X 4 WINDOW/DOOR TRIM ,5" EXPOSURE HARD I E SIDING WHERE SHOWN FIN. FLR. MAIN AVERAGE ORI G 1 NAL GRADE a) 422.58' BUILD 1 NG ENCLOSURE TITLE BLOCK TH 1 S BUILDING 15 TO BE EXEMPT FROM THE ENGROSSED HOUSE B 1 LL 1848 BECAUSE ALL THE INDIVIDUAL UNITS WILL BE HELD UNDER ONE OWNERSHIP AND 15 SUBJECT TO A RECORDED IRREVOCABLE SALE PROHIBITION COVENANT rM�ST r=Lr=\'�T 1 ON SEE GENERAL NOTES SCALE: 1/4" = 1'-0" (S I OEE SAG I NlC-7 82n01 f=L/41�GF. ) N UPPER FLOOR P.L. FIN. FLR. OF MAIN FLOOR P.L. FIN. FLR. MAIN I �'11 R EG 1 STERED AFZGH I TEGT IMIGI-f EL YNE JOh+NSONI STATE OF WASHINGTON VJ U0 W� `-' z 0 U H U V J � � N � 00 0 U U WNW W 00 r 00 r m (n= o N \�r /O� I << �wQ r z VJ J Z V 7- T- 0 a� z� Q - ry 7- z n 0 i date : 05-04-20 permit: revisions: oq-lo-20 drawn by checked by: MWJ H E-= E= -F /$gigs I Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any varlations 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. UNIT I- PLAN 1402 UNIT z- PLAN 1-75ci NI UNIT 5- PLAN 115Gf NI UNIT 4- PLAN 1482 LL L E I h h h h I— h Ll LJ Ll SOUT31-E �L��"�T I Oil SEE GENERAL NOTES SCALE: 1/4" = 1'-0" UPPER FLOOR P.L. L�LLIJ FIN. FLR. UPPER MAIN FLOOR P.L. LL] :L1 + + 6 FIN. FLR. "AIN SEE GENERAL NOTES SCALE: 1/4" = 1'-0" UPPER FLOOR P.L. FIN. FLR. UPPER M.41N FLOOR P.L. I FIN. FLR_ MAIN I � 1 (5.6J �� (s.&J REGISTERED ARCH I TEGT IMIGI-F EL YNE JOI-FNSONI STATE OF WASHINGTON00 00 V J U o �rTT�1 Q 0 U z V � Ncad 0 0 m coZ 0 � �0< r 6 � O _cwQ r U mL� n � Z 0 � � v � K a� 0 a� � � z n� . _ nz � no �o n L date : OS-04-ZO permit: revisions: drawn by: MWJ �heciced by: �H��T Written dimensions on this drawing shall have precedence Over scaled dimensions. Contactor 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. 6 ° $20N.C. FOUNDAI T•r Ib"x " CONT. GONG. F UNIT 4 UNIT 5 UNIT 2 UNIT I 2-7'-0" IN 2-7'-0" 4" GONG. SLAB ON O 4" GRAVEL FILL ON I T GOMPAGT EARTH SLOPE 1/4"/FT. -- - - - - - - - I ----— — — — — — — — — — — — �I NOTE: I. 4" GONG. SLAB ON 4" GRAVEL FILL ON GOMPAGT EARTH. W/ 6 MIL VAPOR BARRIER. 2. R-10 RIDGIO INS. PERIMETER $ SLAB EDGE, 24" TOTAL. PROVIDE THERMAL BREA< BETWEEN SLAB AND GONGRETE WALL 4" GONG. SLAB ON 4" GRAVEL FILL ON r-OMPAGT EARTH SLOPE 1/4"/FT. D I PARTY P2-5" P2-5" 1 (2) 2X STUDS (2) 2X STUDS B PLATES B PLATES — — — — — — — ` — — — — — — — — — — — — — — — — — — -1 7-4 � 1 17 = r - — — — — — — — — — — — — — — - I:I r---------------7 I I I � I I � I I - � I --- WALL NOTE: CONTRACTOR TO 1 DETAIL VERIFY WITH PLUMBER 1 I EXACT LOCATION OF 1 PLUMBING AT SLAB. NOTE: I. 4" GONG. SLAB ON 1-2 " 1 4" GRAVEL FILL ON EARTH. W�MFACT 6 MIL VAPOR BAR2. R- ORRIDGID INS. PERIMETER B SLAB EDGE 24" TOTAL N I 0 i 0 �Q a� is, �l " GONG. SLAB ONI 4" GRAVEL FILL Or OMPAGT EARTH I SLOPE I/4"/FT. 1 18X6 STRIP FOOTING L — — —ISX6 STRIP FOOTING L �W/ 2-#4 GONTINUOU� W/ 2-#4 CONTINUOUS - �t m I — — — - 0 I I I I 1 I I I I I (�ARA(�E 4" CONCRETE SLAB SLOPE IN L 4" TO OVERHEAD DOOR GRANULAR FILL UNDER GARAGE SLAB I I I I SLOPE S" TO DOOR I I I I 1 I N I I 1 I *T-1 2 1 *T-1 2 PLACES FIFER PLAPER L'-I DETAIL I 1 GONT. FOOTING 1 IL---------0 0H. DOOR--------- PI-2" EOOE OF SLAB P 1 -2" ( ) 2X 5TU 5 (2) 2X STUDS PLATES ItPLATES 2'-I I " 2'-1-L' L, IFS'-5 A SHEAR NOTE: I. 5X MATERIAL CAN BE USED FOR ALL MUDS 1 LLS 2. SET A IDOUBLE 2X STUD BEHIND EVERY 5THD 14 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 M5T48 STRAP WITH (2) 1/2" BOLTS INTO THE FOUNDATION 15 A PROPER FIX FOR A MISPLACED STHD 14 HOLDOWN. NOTES: ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR CEDAR. PROVIDE CRAWL DRAIN o LOW POINT IN GRAWL5PAGE. SOLID BLOC,<1NG UNDER ALL BEARING WALLS. SLOPE ALL GONG. STOOPS AND/OR PATIOS 1/4" PER FOOT AWAY FROM DOORWAYS. PROVIDE THERMAL BREAK BETWEEN 5LAB AND GONGRETE PI-6" NAILING WALL THE ENTIRE LENGTH OF THE WALL LINE Lai AT THE PROPERTY p Q LINE TYP. U.N.O I I IOX6 STRIP FOOTING L W/ 2-#4 CONTINUOUS J — --— — — — — — — — — — ------ --- 0 1 N I � -------- ------------J PI-3----------��---��-- �� � (2) 2X STUDS PLATES 1 I1 (2) P2x STUDSI 1 I B PLATES 1 I I I I I I I I I Io 1= I I I I I I I I I I, I I 4" GONG. SLAB ON I IO 4" GRAVEL FILL ON I 1 GOMPAGT EARTH SLOPE 1/4"/FT. I I I THE 5X5 PLATE WASHERS AT THE ANCHOR BOLTS SHALL BE PLAGEO WITH THE EDGE WITHIN 1/2" OF THE SHEATHED SIDE. FOR 2X& WALLS THAT REOU I RE SHEATHING ON BOTH SIDES, A 4-1/2" X 4-1/2" PLATE WASHER SHALL BE USED OR THE ANCHOR BOLTS STAGGERED. * * * SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL NAILING SCHEDULE, -$ DETAILS. L �_ 2- " (2) X STU ' B AI5 I I I I I----------------- I I I 1 I I I I I I I L----------------- SHEAR DESIGN AND I I 1 I I I I I I I I I I I I I I I FRAMING ARE SIMILAR UNIT 5 1 I UNLESS OTHERWISE I I I I I I I I I I I I I I L--------------------------------- I I I I I I � r------ I — — — — — — — — — — — — — — — — — — — —o I I I I I L------- I I — — — — — — ---------� II I I — — — — — — — — — I — — — — — — — — — — — — - I II (�ARAC:::,E I I 4" GONGRETE SLAB SLOPE 4" TO OVERHEAD DOOR GRANULAR FILL UNDER GARAGE SLAB SLOPE 5" TO DOOR I I *T-I 2 PLACES PER DETAIL GONT. FOOTING ------� O.H. DOOR — EDGE OF SLAB ------------ 2-7'-O" *T-1 2 PLACES PEA DETAIL ENEEM P2 2" (2) 2X TUD' B PLA 5 DI PARTY tvWALL DETAIL HOLDDOWN SGHEDULF MARK HOLDOWN/ FASTENERS WOOD MEMBER A4NGHOR STRAP TH I GKNESS/SPECIES REOU I RED T-I STHO14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)-1 Fed (2) 2X4/2X6 STUDS HF/SPF T-5 MSTA56 (2F�)-IOd (2) 2X4/2X& STUDS HF/SPF 2 2X 2X ST DS T-4 MSTC48B5 (58)- I Od HF/SPF T-5 HDUB-SDS2.5 (20) SDS 1/4" (2) 2X4/2X& STUDS 5STB28 (-7/8") HF/SPF MIN. 24-1/8" X 2-I/2" EMBEDMENT I I I I I I I I I I I I I I 1 I 1 I I I I I 1 I 1 L----- —� -- I I I I I I I I � I J I DI PARTY WALL DETAIL I SHEAR DESIGN AND FRAMING ARE SIMILAR TO UNIT 4 UNLESS OTHERWISE NOTED I I I I I I I I I I I I I I I I I I I I I I I I I I I L 1 7 7 I I I � J I I � I L-------------� -------� I I L � L------------------------ ----------------------- 1 -� I no FJ I I I I I I I I I I I I I I I --J 1 F� I I I I I I I I I I I I I I I r0UN��T 1 Oil 1=1•._ N 2 128-11 REGISTERED ARCH TEGT MIGH EL YNE "HNSON STATE OF WASHINGTON V J � U M w � W � U � O O ~ U v� N U V J 7, 00 (n z W O > O _ -C r U � mtfl� N O � r O A� O L I date,: 05-04-20 permit: revisions: drawn by checked by: MWJ �H♦��T SEE GENERAL NOTES SCALE: 1/4" = I'-O" Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor 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 respon5lb1lity for the cost to rectify same. UNIT 4 UNIT 5 21'-6" 2-7'-0" IS'-5" I5'--7" 15'-I I" 4'-7" 7'-5" 6'-2" 6'-Ci" 6080 5LIIDIN67 6050 XO SLDR. 6050 X0 SLDR. GLASS DOOR (5.0.) (S.GJ RATED D� PATIO EXTERIOR O PATI GONG (2) 2x STUDS (2) 2x STUDS GONG WALL B PLATES B PLATES PI-4" m DETA I L ELECTRIC YA1 PATI 0 2668 FIREPLAGE ONO I COLA S DO LINE OF r ) TOP OF FLOOR WINDOWS _ 3'-8�" 6'-O" ABOVE AT MAIN FLOOR 7j TO BE AT UNLESS OTHERW 1 SE D I N I NC-7 NOTED GREAT D I PARTY H.s. �a� N ROOM ;� WALL O i Is. DETA I L OQ KITH PER IGG 003.12 77, A_e -o„ I IL GREAT / \ Q IX _- 00 ROOM / \ o D_ \ 2X674,l1J FOR ALL HEADERS, Z E — — L — — w ° BEAMS AND r I I \ POST LOCATIONS, SEE SHEET A-5 IX 7 - - 0 _ O I � � 00 I QO SINK PI-6" NAILING I 70 N I 10\/ 5.0. W/ D I SP. DN _ - THE ENTIRE LJ < 1- 0 O O LJ O (P TYPE "B" �Q �( LENGTH OF (X - 0, d) - 0 O 50 TYPE "B" Q KITCHEN<ITGHEN PER lad �F� THE WALL LINE O — GFM e BATHROOM PER _I IGG 1005.12 Q Q4 AT THE PROPERTY K I TCHEN I NO- ®FAN IGG 1003.11 �t RANGE H.S. �- LINE TYP. U.N.OVTO H.S. I VTO TYPE "B" THRESHOLD. PER 1003.5.2.2. I Cr POWDER 00 G 3,_4„IQ O O O— — REFG. �J H.S. �0V 1_ J 0 rn c0 O ll l cv (v lJi 3 -q 4 -G 6 -4 2870 36" OPEN OPNG. RAILING — — T z N R (V lJl POD 21068_ 50 (-,FM ®FAN r W IX I I _q0 = GO�/ERED PORGfi GONG (2) 2X 5TUD5 B PLATES (2) 2x STUDS B PLATES PI-6" 0 I — — — = O LED TANKLE N p HOT WATER 0 HEATER EF= .al L - — — � C C z N L-I � GARAGE - GONG I LINE OF O.H. DOOR IN UPRIGHT POSITION � I I � I I N p I I � I I r I I I I � I I I I I 16000 O.H. GARAGE DOOR I 2X STUD PLATES NOTES: ALL EXTERIOR NARM HALLS TO BE 2 X 6 STUDS a 16" O.G. TYPIGAL. ALL HEADERS TO BE 4 X 10 DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATGH 2 X 6 NALLS. ALL EXTERIOR HEADERS MUST BE INSULATED KITH R-10 INSULATION PER NSEG FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE 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 NHERE FALL PROTEGTION DEVICES 21 '-6 " LEGi=ND: BEARING NALL BEARING ABOVE FLOOR LINE ABOVE PT. LO. ABV. t POINT LOAD ABOVE MULTIPLE 2x STUDS POINT LOAD SMOKE DETECTOR O IIOV INTERCONNECTED N/ BATTERY BACK-UP. PER I RC 314 OGARBON MONOXIDE DETECTOR B (2 P ATESES IO O L PI (S. J -5" 2'-7' 5'-5" 1-61, RATED EXTERIOR WALL DETAIL ARE PROVIDED PER ASTM F 20gO OR R612.5 PER IRC 515 HEATING NOTES: + INSTALL PER SOLID BLOCKING UNDER ALL BEARING GARAGE NOTES: ASHRAE c1OA-88 WALLS. + 18" PLATFORM TUB/SHOWER UNITS SI fALL HAVE FIRE I. GARAGE/LIVING SEPARATION, USE 'X' OF 2 LAYERS 3/4" PLYWOOD BLOCKING BETWEEN NALL STUDS AND 5/8" TYPE GNB AT CEILING/NALL. WRAP POSTS AND BEAMS. (I LAYER IF PLATFORM WATERPROOF SURROUNDS TO +72" IS ON SLAB) FROM DRAIN. GLAZING, INGLUDING 2. INSULATE ALL HARM NALLS AND + SEE HEATING NOTES WINDOWS WITHIN 60" FROM EDGE OF SHOWER CEILING. SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 1.75 GAL/MIN. 3. DOOR BETWEEN GARAGE AND RESIDENGE OPTIONAL NOTES: SHALL BE 1-3/8" MINIMUM THICK SOLID HOOD RAISE ALL PILOTS, BURNERS EXHAUST FANS LARGER THAN 50GFM MAYBE OR STEEL KITH SOLID OR HONEYGOMB GORE AND SNITCHES +1 MINIMUM CONNECTED TO 4" SMOOTH NALL VENT PIPE OR 20 MINUTE FIRE RATED EQUIPPED WITH A ABOVE SLAB. IF RUNS DO NOT EXCEED 20' IN LENGTH. SELF CLOSING DEVICE. MINIMUMTHE T DIAMETER NITH A MAXIMUM RUNOF 5' 4. DUCTS IN GARAGE AND DUCTS PENETRATING THE SHEAR NOTE: COMBUSTION AIR REOU I RED FOR ALL NALLS OR GE I L I NGS SEPERATI NG THE RES 1 DENGE FROM FUEL BURNING APPLIANGES THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND SEE SHEET LI FOR SHEAR WALL HAVE NO OPENINGS INTO THE GARAGE NAILING SCHEDULE, 4 DETAILS. OO GAS FUELED TANKLESS C HOT NATER,,., HEATER EF= .mil TYPE "B" BATHROOM AT R OM PER I o H.S. fQ rwno GARACGE GONG —T TT DI PARTY WALL DETAIL UNIT 2 2-7'-0" --------------- SHEAR DESIGN AND FRAMING ARE SIMILAR TO UNIT 3 UNLESS OTHERWISE NOTED UNIT 1 21'-6" SHEAR DESIGN AND FRAMING ARE SIMILAR TO UNIT 4 UNLESS OTHERWISE NOTED DI PARTY WALL DETAIL A /\ O ° O ---1 OF-- - — — — — LINE OF O.H. DOOR I UPRIGHT POSITION- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - TYPE "B" I I I THRESHOLD G VErZED I PER 1003.5.2.2. I I I Mr-" I I I I GON LINE OF I I I I FLOOR I I ABOVE I I I I I I I I I I I I I I I I I I I I I I I I I I I 16000 O.H. GARAGE DOOR I I I I (2) 2X STUDS (2) 2X TUD: B P TES 4 ILA ES 16'-0" IGf'-0" 7 2'-0" m HOLDDOWN SGHEDULE MARK HOLIDOWN/ FASTENERS WOOD MEMBER ANGHOR STRAP TH I GKNESS/SPEC I ES REOU I RED T- I STHD 14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-5 MSTA56 (26)-IOd (2) 2X4/2X6 STUDS HF/SPF 2 2X 2X ST DS T-4 MSTG48B5 (58)-1 Od HF/SPF T-5 HDUB-SD52.5 (20) SDS 1/4" (2) 2X4/2X6 STUDS SSTB28 (7/E5 X 2-1/2" HF/SPF MIN. 24-7/8" EMBEDMENT SEE GENERAL NOTES a SCALE: 1/4" = 1'-0" 125 71 REGISTERED ARCHITECT 1�IIGH EL YNE JOHNSON STATE OF iNASHINGTON vJ U c� 00 O 00 w Q U O H Q u �rIU U� 00 N WN Q � � x 00 �n O O m Ot ^nz X>0< ` <K _O 0 1- map U u� � Z ♦♦Wn VJ 7- V 7- T_ O A� r Q � nA L ,� L lu I date,: 05-04-20 permit: revisions: drawn by MWJ G%1eGiGed by: !E;l i-i E_ E= 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. UNIT 4 UNIT 5 UNIT 2 UNIT I ALL BUILT UP STUD/ COLUMNS USE 16d NAILS ® 12" O.G. STAGGERED TO ATTACH MEMBERS. NAILING IS TO THE RAT THE FACE OF GS16 STRAP BOTH SIDES I I OF BEAMF-YI IGAL ATBEAMTO I I GONNEGT ONS I VERIFY DRAIN LOGATIONS B- I 4X 10 B- I 4X 12 FOR TUB SELECTED- ADD I DF�*2 I DF#2 4XIO TRUSS AND OFFSET LAYOUT I I DF#2 I TO MISS DRAINS IF NEEDED I I B-5 5-I/2" X 15" I 1 I I I I I I 1 O N G.L.B. 24F-/4 I I 1 r�J # SET FLUSH WITH X �J XIO �.X Q TOP OF FLOOR DF + �+ 6 TRUSSES I I r -ir — it -IF -IF 0N X II Q I71 FL4RT+ I I IQ I 01 I � DE L I I DI I z I I� PARTY W WALL � 1 � I ID DETAIL I I I/N SHEAR DESIGN AND I SHEAR DESIGN AND I 8 lI I I R W FRAMING ARE SIMILAR FRAMING ARE SIMILAR I I TO UNITS I TO UNIT 4 I O Q I I UNLESS OTHERWISE I UNLESS OTHERWISE OTE �E:1 CNI -i I I I h4 10�1 TRu sR I GIR ER XIO 4 IO I I 4 I TRU S F#2 F#2 I I r ,f I JL JL JL JL �_ I -it -17� — I I I I of I N XQ oX I I I I I I I II I I I I I I 4X1 I I I DF# I I I ° 1 4X10 I 1 DF#2 I I I I I I �� IGIRDE I C �] C Q ° TRUSS I I D I I ° I I F,ARTY 1 C �I,r ,r NALL L I I DETAIL 1 0 I I I 4XI OLl I I I I I DF 2 I I I I I I I I I 1 a�) I I I NI I I I I I I I I I I I I I I I I I 0#I X iL I �6 SET FLUSH W I H-6 TTOF R SO S LOOR J� JL— JL _ JL �- _Jr. IF lr lr lr =ti Ll I I I I sJ I I I +6 X- o�/22 Q I I G.L.B. I I LL— 24F-\/4JJL JIL— JL JL —JIL JL JUL 1 _ _ L _ �JL JL �JL _ JL I � � I ► I GB -I 5-1/2" X 15" G.L.B. GB-2 5-1/2" X 15" G.L.B. 1 24F-V4 20'-5" LONG 24F-\/4 20'-5" LONG SET FLUSH WITH TOP SET FLUSH WITH TOP OF FLOOR TRUSSES OF FLOOR TRUSSES I �{ NOTES : ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS a 16" O.G. TYFIGAL. 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 FER WSEG FOR WINDOWS WITH OFERABLE OFENIN05 MORE THAN 72" 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 DEVIGES ARE FROVIOED PER ASTM F 20clO OR R612.5 SOLID BLOGKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERFROOF SURROUNDS TO +-12" FROM DRAIN. GLAZING, INGLUDING WINDOWS WITHIN 60" FROM EDGE OF SHOWER SHALL BE SAFTE"r GLASS. SHOWER FLOW IS LIMITED TO 1.75 GAL/MIN. EXHAUST FANS LARGER THAN 50GFM MAY BE CONNEGTED TO 4" SMOOTH WALL VENT FIFE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX OUGT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING AFFLIANCES LEGEND: BEARING WALL BEARING ABOVE FLOOR LINE ABOVE PT. LO. ^� ABA/. t POINT LOAD ABOVE MULTIFLE 2x STUDS a POINT LOAD SMOKE DETECTOR O IIOV INTERGONNECTED W/ BATTERY BACK-UP. PER RG 514 OCARBON MONOXIDE DETECTOR PER IRG 515 f�-R/4I N� � 2811 REGISTERED ARCH I TEGT L H EL YNE JOHNSONATE OF WASHINOTON V J � U M m 0 w � W � U H �to O�U U f N •0c) W U � � x 00 c� O O 00 Wo Z N- K E \r < I � VJ O r .`U V O A� Z n � A ry 7- z n 0 � o nA L lu date : 0�-04-20 permit: revisions: drawn by G%1PGiGPd �by: MWJ SEE GENERAL NOTES eC,ALE: 1/4" = I'-O" Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor 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. TOP OF WINDOWS AT UPPER FLOOR TO BE AT 7'-1" UNLESS OTHERW 1 SE NOTED A A-8 NOTES: ALL EXTERIOR WARM !, 2 X 6 STUDS a 16" O.G. h'cLL I Cl L:DC �+ n Z7 L/r _..e 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 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 20gO OR R612.3 SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INGLUDING WINDOWS WITHIN 60" FROM EDGE OF SHOWER SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 1.75 GAL/MIN. EXHAUST FANS LARGER THAN 50CFM 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 REOU I RED FOR ALL FUEL BURNING APPLIANCES LEGEND: I1NIT 4 I1NIT :=� I JNIT -�) I1NIT I BEARING WALL — — — _ — — BEARING ABOVE FLOOR LINE ABOVE PT. LO. POINT LOAD ABOVE ABA/. t 1/14 MULTIPLE 2x STUDS 0 POINT LOAD O SMOKE DETECTOR I10\/ INTERCONNECTED W/ BATTERY BACK-UP. PER I RG 314 OCARBON MONOXIDE DETECTOR PER I RG 315 _ 1. _ _ 1 1 - \ 1 " * * * SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL NPR I L I NO SCHEDULE, 4 DETAILS. HOLDDOWN SCHEDULE MAR< HOLIDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I r_<NESS/SPECIES REQU I RED T- I STHD 14/ 14 RJ 24-1 Fed SINKERS (2) 2X4/2X& STUDS HF/SPF T-2 MST48 (2) 2X4/2X& STUDS HF/SPF T-S MST 456 (26)-IOd (2) 2X4/2X& STUDS I-+F/SPF 2 2X 2X ST DS T-4 MSTG48B5 (58)-IOd HF/SPF T-S HDUB-5D52.5 (20) SDS I/4" (2) 2X4/2X6 STUDS S5TB28 (-7/8") HF/SPF MIN. 24-1/8" X 2-I/211 EMBEDMENT 125 71 REGISTERED ARCHITECT 1�IIGH Cl- 1NAYNE JOHNSON ST ATEE OF iNASHINGTON V J U00 M 00 0 w � W Q U O H Q u U� 00 N 00 I � � x 00 r Mi O O r m �z 0 t �r 0 O >0< map U u� � Z 0 � � v � 0 a� � z� . n � a _ nz � no nA L lu I date,: 05-04-20 permit: revisions: drawn by �by: MWJ G%1eGiGed SEE GENERAL NOTES SCALE: 1/4" = 1'-0" Written d1mension5 on this drawing shall have precedence Over scaled dimensions. Contactor shall verify all dimen5lon5, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any var1ation5 from the dimensions and/or conditions shown on these dreawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor Shall accept full respon5lbility for the cost to rectify same. UNIT 4 GABLE END TRUSSES TO BE DESIGNED TO SPAN W 1 NOO W/ DOOR OPENINGS TYP I GAL DS v AF50 ❑ ROOF I DS RB- AF50 ROOF VENT VENT Y I 4X I O K D DF#2 � w o TQ t �# C fjz w C F w Kz0� w I ROOF xQ W>Wo10 NT fY (Y -1 1-- L z 0 IJ (LO<< I� 5:12 I w z AF50 ROOF VENT AF50 ROOF VENT I lu I <I� `l oWzL °I� 0 -IW Vz>W010 1-- LU I z(> OQQ�t LL z i0 FURNACE / FLUE 2'-R' x36 A IJIG I D I A�GxS ROOF ❑ VENT PARTY INS $ NS I WALL DETAIL PRE. MFG. 4, EXHAUST ' n R OF AF50 TRUSSES I\ ^' S. I2 JGK I VEOT ® 24 O.G. RIDGE ROOF W JACK LU AF50 VE T 5:12 Q I I ol 4 V AF50 �� I IL ROOF VENT I � SHEAR TRUSS NALL SHEAR WALL BELON I I r� ❑ A 5 J ROOF N �+6 I � I AF50 6" EXHAUST ROOF ROOF VENT JACK ❑ PRE. MFG. TRUSSES # (D 24" O.G. W/ 8" XL Ir Q RAISED HEEL AF50 ROOF VENT DS ROOF VENTING CALCULATION -PER 2015 IRG R806.2 PLAN 1582 AF50 ❑ ROOF VENT AF50 ROOF VENT J F--1 4X8 DF#2 DS DS PRE. MFG. TRUSSES ® 24" O.G. 3:12 ROOF \/ENTING GALGULATION-PER 2015 IRG R806.2 PLAN 175Gf UNIT S ROOF JACKS ® 24" O.G. 5:12 4X8 4X8 DF#2 DF#2 4" EXHAUST ROOF ❑JACK AF50 VE ROOT ❑ RIDGE 5 AF50 ROOF - 1 VENT Li SHEAR WALL BELOW 4" EXHAUST ROOF �JAGK AF50 ROOF VENT ROOF VENT �J 4" EXHAUST RJAO F ❑G�K UNIT 2 I I I I I I I I DS I Cl' R EXHAUST F J JACK ❑ 0 w k O Q CL L w 0oW0�Z � -z AF50 ROOF W> wo—o z J �- i L VENT ❑ OW��--I� ZZ04Qn z 0 AF50 ROOF VENT f -I L SHEAR WALL BELOW Y r� J 3 TRUSS 5:12 6 a+0� �osT x x 4X6 DF#2 PRE. MFG.� I TRUSSES ® 24" O.G. I I I q42 SOFT AREA =5.14 SOFT REQUIRED lOiS SOFT AREA = 5.58 SOFT REOU I RED 500 500 (5.14) X (5090) = 1.5-7 SOFT MIN. REOU I RED AT EAVES (5.58) X (509,6) = 1.-Tci SOFT MIN. REOU I RED AT EAVES TYP I GAL TRUSS BLOCK HAS (4) 2 0 SCREENED HOLES TYP I GAL TRUSS BLOCK HAS (4) 2 0 SCREENED HOLES PROVIDING 6.28 SO. IN. (.044 SOFT) PER BLOCK. PROVIDING 6.20 SO. IN. (.044 SOFT) PER BLOCK. APPROXIMATELY 10 VENTED BLOCKS = 44 SOFT PROVI DED APPROXIMATELY 10 \/ENTED BLOCKS = .44 SOFT PROVIDED AF50 ROOF JACK VENTS= .54 SOFT EACH VENT AF50 ROOF JACK VENTS= .54 SOFT EACH VENT PROVIDE 4 AF50 VENTS= 1.56 SOFT PROVIDED PROVIDE 4 AF50 \/ENTS= 1.56 SOFT PROVIDED (5. 14) X (509o) = I .S-7 SOFT MIN. REQUIRED V11 THIN 5' OF THE R I DC�E (5.58) X (509-6) = 1 .-7q SOFT MIN. REOU I RED WITHIN 5' OF THE RIDGE AF50 ROOF JACK VENTS= .54 SOFT EACH VENT AF50 ROOF JACK VENTS= .54 SOFT EACH VENT PROVIDE 6 AF-50 VENTS = 2.04 SOFT PROVIDED PROVIDE -i AF50 VENTS = 2.58 SOFT PRO\/ I DED TOTAL VENT AREA PROVIDED = 5.84 SO FT TOTAL VENT AREA PROVIDED = 4.10 SO FT DI PARTY WALL DETAIL 1/2" LAG SCREWS 1W 1-1/4" WASHER WITH 4" MIN. PENETRATION ROOF FRAMING NOTES II 5:12 II 4X4 DIAL. MEMBER 1W 1/2" DAP INTO HORIZ. MEMBER AND BACK PL EACH SIDE 1/2" LAG SGREH W/ 1-1/4" WASHER- 4" MIN. PENETRATION INTO POST AT BOTH LOCATIONS GUT RAFTER TAILS TO MATCH 2x4 TRUSSES CONNECTORS SHALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF PITCH SHALL BE 5:12 TYPICAL UNLESS NOTED OTHERWISE ROOF OVERHANG SHALL BE 12" U.N.O. 2x6 OVERFRAMING BEARING BELON 0 OS DONNSPOUT SHEAR DESIGN AND FRAMING ARE SIMILAR TO UNIT 3 UNLESS OTHERWISE 3,12 3:12 TRUSS NOTE ALL TRUSSES SHALL HAVE: I I. STRESS ANALYSIS AND DRANINCGS / DETAILS STAMPED BY A STATE I REGISTERED ENGINEER. 2. MANUFACTURER'S STAMP ON PRE - MANUFACTURED TRUSSES. I 5. BRACED TO MANUFACTURER'S SPEC I F I GATI ONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO DESIGN PROFESSIONAL FOR APPROVAL AND SHALL BE KEPT ON SITE FOR FRAMING INSPECTION. 5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEERING CALCULATIONS. 6. ALL TRUSSES SHALL HAVE SIMPSON H-1 CLIPS AT ENDS. WHERE TRUSSES ARE PARALLEL TO NALL, USE SIMPSON L50 AT MI D5PAN. USE 5I MP50N STC CLIPS AT NON -BEARING WALLS UNIT I SHEAR DESIGN AND FRAMING ARE SIMILAR TO UNIT 4 UNLESS OTHERWISE 4X6 POST WITHIN WALL BOTH 4X6 BEAM LOCATIONS — TO ALLOW FOR LAG SCREWS NOTED ON PLAN PA WALL DETAIL 5:12 5:12 RIDGE 5:12 I I I O" 2X6 RAFTERS I a 24" O.G. 1 4X6 MEMBER I RUNNING PARALLEL TO NINDON NALL (ATTACH TO 4X6 BOTH SIDES H/ HUG I 4X4 DIAL. MEMBER N/ 1/2" DAP INTO HORIZ. MEMBER AND BACK PL I EACH 51 DE 1/2" LAG SGREN 1^l/ 1-1/4" HASHER- 4" MIN. PENETRATION I INTO POST AT BOTH LOCATIONS 2X6 STUD NALL I ® 16" O.G. I l� 128i 1 REGISTERED ARCH I TEGT MICH EL YNE JOHN50 5TATE OF WASHINGTON r ^ U M M 00 wG1 I♦� H E ° U z U H �U� U U f N •L U z00 � � x r M O O 00 m U Z /O� I �WQ r a)z� Cn J 7- rj LL r V 7- T- O Q r ZZ A ry 7- � O r O L Q date : 05-04-20 permit: revisions: drawn by: MWJ checked by: SEE GENERAL NOTES SG?.LE: 1/4" = 1'-0" Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor 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. UNIT 4 UNIT E3 UNIT z UNIT I I I I I I I I R-4q INSULATION I I I I I I I I I I I I I I I I I I I I I I I I I AT ATT I G I I I I I I I UPPER FLOOR P.L. I I R-Z 1 I I I I INSULATION BEDROOM BEDROOM MASTER MASTER MASTER M.4STEiZ BEDROOM BEDROOM REOU I RED TWO THREE BEDROOM OATH OATHBEDROOM THREE TWO AT EXTERIOR/ _I DWELLING TO GARAG-E/PARTY WALLS I I I I I LI I d Id L I FIN. FLR. UPPER I I I I I MAIN FLOOR P.L. I -- I I DI I DI I DI I FAR PARTYARTY PWALL 'a`� WALLS DETAIL DETAIL DETAIL GRE?.T ROOM GREAT DINING DINING GREAT ROOM - ROOM ROOM ROOM ROOM O I I I I I I DE I ® SLAB I I I I PERIMETER FIN. FLR_MAI-77 SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 12871 I\\/> REGISTEfZED P.RGi-i I TEGT I MIGH L YNE JOHNSONI STATE OF WASHINGTON V J U00 00 o �T� �--� Q 0 U H z t` 1 +) U O � r N � 00 r 0 0 00 T- m z r -CWQ U mt� n J Z V 0 a� � � z n� . nz � no �o � L lu date : OS-04-ZO permit: revisions: drawn by G%leGiGed �by: MWJ �H��T Written dlmenSions on this drawing shall have prer-adonco ovor scalod d1men5lonS. Gontar-tor Shall verify all dlmenSions, r-onditione, eta., pertaining to the work beforo pror-eeding. The Owner must be notified of any voriotlona from the dimenslons and/or conditlons shown on these drawings. Any Such variation Shall be resolved by the Owner prior to pror-eeding with the work, or the Contractor Shall aGGept full responslbllity for the r-oet to rer-tify same. 4'-0 " D 1 ST.ANGE IS FROM THE FADE OF THE INSIDE LATER OF THE C�WB ASPHALT COMP. SHINGLES (MINIMUM GLASS "C" RATIN ON 15# FELT PER R511.2.2 - EXGEPTION UPPER FLOOR P.L. PLYWOOD ON BOTH SIDES OF PARTY WALLS NO ROOF PENETRATIONS OR VENTS ALLOWED DBL PLATE - TOP OF WALL PIN. PLR. UPPER MAIN FLOOR P.L. \/ERT I GAL F I RE STOFF I NG REOU I RED AT WALL TO FLOOR CONNECTION ALL PENETRATIONS IN THE ONE HOUR PARTY WALL MUST BE CAULKED WITH FIRE CAULK PENETRATIONS IN THE ONE HOUR WALL ASSEMBLY SHALL COMPLY WITH IBC SECTION -714 ,:P- 4'-O " D I ST.4NGE IS FROM THE FADE OF THE INSIDE DYER OF THE C�WB PLYWOOD ON BOTH S 1 DES OF PARTY WALLS ROOF PENETRATIONS OR VENTS ALLOWED CONTINUE TYPE X GWB THROUGH ATTI G AT A I RSPAGE TO UNDERS 1 DE OF ROOF SHEATING I PRE. MFD. TRUSSES © 24" O.G. GABLE END TRUSS W/ VERT ® 24" O.G. © ALL THESE LOCATIONS I" AIR SPACE BETWEEN WALLS ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF DOUBLE ROW OF 2X6 WOOD STUDS � 16" O.G. ON SEPARATE PLATES I" APART W 1 TH 6D COATED NAILS, I WE5'' LONG, O.O-U5" SHANK, 1/4" HEADS, -7" O.G. AT AIRSPACE/PROPERTY LINE -7/16" OSB SHEATHING AT A I RSF'AGE THEN C�WB FLOOR TRUSSES W/ SHEATHING ROGKWOOL AT I" AIR SPACE BETWEEN FLOORS INSTALL IX BLOCK UNDER THE ROGKWOOL R21 BATT INSULATION AT 2X6 PARTY WALL MID -WALL HEIGHT 2X6 BLOCKING REOU I RED BETWEEN STUDS 2X6 WALL (g 16" O.G. CONCRETE SLAB FIN. FLR. MAIN Q 4 a Q SEE GENERAL NOTES NO 5C ?ALE OA F I LE NO. VqF E35-70 HOUR F I RE/45 TO 4q STG SOUNE) F I RE TEST: SEE WP 5605 (UL R151ci-4, 6, 6-1-7-52; UL R2-71-7-5ci, 1-20-66; UL R5501-52, 5-15-66; UL DES 1 GN U505; ULG DESIGN W501); UL R4024, 10-51-68 SOUND TEST: NRGG TL-ci5-261, INSULATE PER GORE RIM JOIST MU BE DOUBLED EXTERIOR EXTERIOR LAYER: _L ® 16" O.G. O NTINUE THE DOUBLE 4YER OF GWB TI-IROUGI-I -IE FLOOR: D 1.4Pf-IR;AC-�M. TTAGH C�WB TO SOLID _OGKING- GWB TO roP o>= UNDERSIDE OF _YWOOD SI-IEATI-IING AT RLOOR: EXTERIOR LAYER:: ONE LAYER: 48" WIDE J" TYPE "X" GYPSUM SHEATHING APPLIED PARALLEL TO 2X6 WOOD STUDS 16" O.G. WITI-f I j" GALVANIZED ROOFING NAILS 4" O.G. AT VERTICAL JOINTS AND -7" O.G. AT INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAY BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS. INTERIOR LAYER:: ONE LAYER: J" TYPE "X" GYPSUM WALLBOARD, WATER: RESISTANT GYPSUM BACK I NG BOARD, OR GYPSUM VENEER: BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 6d COATED NAILS, I LONG, O.O-ilS" SHANK, 4" HEADS, -1" O.G. (LOAD BEARING) ONE LAYER 48 " WIDE 8" TYPE "X" GYPSUM SHEATHING APPLIED PARALLE I TO 2X6 WOOD STUDS I6 " O.G. W I T�- J" GALVAN I ZED ROOFING NAILS 4" O.G. AT VERT I GAL JOINTS AND 7" O.G. AT INTERMEDIATE STUDS AND TOF AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAY BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS. EX n2 r=x7r=R 1 Oil oNr= SOUR d RATS= ^ALL V-1� SEE GENERAL NOTES EXTERIOR LAYER: ONE LAYER 48" WIDE R" TYPE "X" GYPSUM SHEATHING APPLIED PARALLE I TO 2X6 WOOD STUDS 16 " O.G. WITH I 4" GALVAN I ZED ROOFING NAILS 4" O.G. AT VERT I CAL JOINTS AND -7" O.G. AT I NTERMELD I ATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAY BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS. NO SCALE C�A F I 1-E NO. NF 8 1 O5 GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS F I RE TEST: SEE WP 3510 (UL R3501-41, -48, G-17-65. UL DESIGN U30-1, UL R131-i-12-i,-7-22--70, UL DESIGN U514) 12a-71 RECG 1 STEREO ARCH I TEGT MIGH EL YNE JOHNSON STATE OF 1NA5HINOTON 00 00 00 VJ � U M W� 1 �1 U � O H � U� r r m W /O� I �wQ r � VJ � z O � r O A� n ry O � � A i date : 03-04-20 permit: revisions: drawn by checked �by: MWJ SllEEAK ^ALL SGHE-2=�ULr= PER 2015 I BG GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWN5. LOCATE HOLDOWN5 AS CLOSE AS POSSIBLE TO THE END OF THE DE516NATED WALL. ALL HOLDOWN5, ANCHOR BOLTS, WASHERS, S NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL SPAGING SILL OPTIONAL BASE A35 HEM FIR #2 MARK 7/Ib" TOP d BTM. BLK6. PLATE 51MP50N MA5AP PLATE VALUE PLYWD. EDGE5 FIELD PLATE5 ANCHORS REGD. NrHOR BOLT5 ANGHOR5 NAILING (#/LF) PI-6" 8d 6" 12" 6" 18" O.G. 2x4 5/8" @ 48" @ 48" 8 ENDS (2) 16d ® 10" 240 PI-4" 8d 4" 12" 4" I6" O.G. 2x4 5/8" @ 52" @ 30" & ENDS (2) 16d ® 7" 34G PI-3" "" 8d 3" 12" 3" 14" O.G. (2) 2x4/6 5/8" @ 24" @ 24" d ENDS (2) 16d ® 5" 450 PI-2" " 8d 2" 12" 2" 12" O.G. (2) 2x4/6 5/4" @ 24" @ 18" 4 ENDS (2) 16d ® 5" 585 P2-6" "" 8d 6" 12" 6" loll O.G. (2) 2x4/6 5/8" @ 24" N/A (2) 16d ® 5" 480 P2-4" "" 8d 4" 12" 4" 8" O.G. (2) 2x4/6 5/4" @ 20" N/A (5) 16d ® 5" 700 P2-3" 8d 3" 12" 3" 8" O.G. (2) 2x4/6 3/4" @ 16" N/A (4) 16d ® 5" GOO P2-2" "" ad 2" 12" 2" 8" O.G. (2) 2x4/6 5/4" @ 12" N/A (4) 16d ® 4" 1170 "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 5PPW5-2015 PER SPECIAL DESIC-.-N PRO\/ISIONS FOR WIND AND SEISMIC, CHAPTER 4.5.1.1 #4 EXPECTION; (2) 2X MEMBERS ARE OK IN LIEU OF 5X MEMBERS STI TGH NAIL DOUBLE STUDS AND PLATES TOGETHER WITH 16d NAILS ® 12" O.G. STA(�ERRED ON THE STUD FACE 1. 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. 5HEAR WALL NOTES 7/16" OSB OR PLYWOOD SHEATHIN6 - USE 0d 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 IS SPECIFIED AT PANEL EDGES, USE 1-1/2" Sd SHORT NAILS OR 3X STUDS WITH ad COMMON NAILS. FOR 2" NAIL SPAGING, 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 OPENIN65 AND EXTERIOR WALLS 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/I6" OSB OR PLYWOOD SHEATHING, - STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" 16 6A. STAPLES @ 15 GA. STAPLES ® 14 GA. STAPLES 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 SPAGING: 12" O.G. NAILS 4 STAPLES. HOLDOWNS - INSTALL SIMPSON HOLDOWNS OR EQUIVALENT AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWIN65. TO ATTACH USE 2X OR 3X HF #2 CONSTRUCTION GRADES AS SHEAR WALL BOUNDARY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED WHERE SHOWN ON PLANS. 2015 VlASH I NG-7TON. STATE ENE OODE GL I MATE ZONE 5 AND MARINE 4 FENESTRATION SKYLIGHT 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 O.SO NR R-4� R-21 R-50 10/15 R-10, 2 FEET 0R-55 VAULTED R-21 +TB H X A TABLE 406.2 ENERGY GREDIT5 HOUSES BETWEEN 1500 SOFT AND 5000 SQFT REQUIRE 5.5 GRE1:;>IT5 HOUSES UNDER 1500 SOFT REQUIRE 1.5 GRE1:;'IT5 (PLAN 1482- OPTION 5C ONLY) OPTION CREDIT(5) �?HIGH EFF I G I ENGY H\/AG EQUIPMENT GAS F I RED FURNACE W 1 TH A 1.0 MINIMUM AFUE OF ci496 HIGH EFF I G I ENGY H\/AC D I STR I BUT I ON SYSTEM 4O ALL HEATING AND COOLING SYSTEM 1.0 COMPONENTS INSTALLED INSIDE THE GOND I TI ONED 5PAGE. THIS I NCLUDE5 ALL EOU I PMENT AND DISTRIBUTION SYSTEM COMPONENT5 SUGH AS FORGED AIR DUGTS, HYDRONIG PIPING, HYDRONIG FLOOR LOOPING, CON\/ECTOR5 AND RADIATORS. ALL COMBUSTION EQU I PMENT SHALL BE DIRECT \/ENT OR SEALED COMBUSTION FOR FORGED AIR DUGTS: A MAXIMUM OF 10 LINEAR FEET OF RETURN DUGTS AND 5 LINEAR FEET OF SUPPLY DUGT5 MAY BE LOCATED OUTSIDE THE CONDITIONED SPACE. ALL METALL I G DUGT5 LOCATED OUTSIDE THE CONDITIONED SPACE MUST HA\/E BOTH TRANSVERSE AND LONGITUDINAL JOINTS SEALED WITH MASTIC. I F FLEX DUGTS ARE USED, THEY CANNOT CONTAIN SPL I CE5. FLEX DUGT CONNECT I ON5 MUST BE MADE WITH NYLON STRAPS AND INSTALLED USING A PLASTIC STRAPPING TEN51ON TOOL. DUG75 LOCATED OUTSIDE THE GOND I TI ONED SPACE MUST BE INSULATED TO A MINIMUM OF R-8 5G EFF I G I ENT WATER HEATING 1.5 WATER HEATING TO BE GAS FIRED WITH A MINIMUM EF OF O.cf I L I 67H71 N67 RE:OU ivI N75: SECTION 404 - ELECTRICAL POWER 8 LIGHTING 5Y5TEM5 404.1 Interior Lighting: A minimum of '15 percent of all luminaries shall be high efficacy luminaires. See note on elec. plan \'N7ILA7ION PER PLAN y HEADER EXTEND TO END WALLS (B) #4 VERTICALS #4 HORIZ. 12" O.G. GONG. STEM _ WALL GONT. FOOTING — —I--NAIL SHEATHING TO HEADER ® 2" O.G. B.W. (2) 2x STUDS (BOTH SIDES PLAN 1-I89) CONNECT PLYWOOD W/ ad NAILS ® 2' O.G. TO ALL STUDS, PLATES S HEADERS APA RATED SHTG. 46" MIN. 24/O EXP. I STHD14 WOOD TO CONCRETE CONNECTORS OR EQUAL III - 3x PLATE OR 2-2X NAIL SHEATHING TO EACH PLATE 3/4" 0 X 10" A.B. W/ 5"X5"XI/4" PLATE WASHER O I ' ELE\/ATION \/IEW OUTSIDE OF GARAGE GARAGE DOOR /71 77 1-6 INSIDE OF_771- GARAGE PLAN VIEW OF CONCRETE STEM WALL I LATERAL RESTRAINT PANEL L-I SEE GENERAL NOTES NO SCALE M1507.3 INTERMITTENTLY OPERATING VENTILATION SYSTEMS. THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY OPERATING VENTILATION SYSTEMS SHALL BE THE COMBINATION OF ITS DELIVERED GAPAG I TY FROM TABLE M1507.3.3 (1), AND ITS VENTILATION EFFECTIVENESS AND DAILY FRACTIONAL OPERATION TIME FROM TABLE M1507.3.3(2) AIR I Nf I%. RATION: BU 1 LD I NG AIR LEAKAGE TEST 15 REQU I RED PER WSEC R402.4.1.2 DUCT INSULATION PER 2015 WSEC R405.5.1 DUGT LEAKAGE TESTING PER 2015 W5EG R405.5.2 A PERNAMENT CERT I F I GATE IS REQU 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 ENG I ES OF HEATING, COOLING, AND 5ER\/ I GE WATER HEATING EQU I PMENT PER WSEC R401.5 HEADERS ARE REQU I RED TO BE INSULATED WITH A MINIMUM OF R-1 O INSULATION. CORNERS OF EXTERIOR STUD WALLS ARE REQU I RED TO BE FULLY INSULATED. THE EXTERIOR THERMAL EN\/ELOPE 15 REQU I RED TO CONTAIN A GONT I NUOUS AIR BARRIER PER TABLE R402.4.1 BOTTOM PLATE NAILING PER SGHEDULE TO 2X - RIM JOIST la" FLOOR TRUSSES a 24" O.G. A35 SPAGING PER SHEAR WALL SGHEDULE 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 la" LVL BLOCKING a WALL SHEAR WALL NAILING PER SHEAR WALL SGHEDULE eSHEAR WALL AT INTERIOR SHEAR WALL L-I (TRUSSES PERPENDICULAR) NO 5GP.LE IOd © 4" o.c. - ROOF SHEATHING TO TOP CHORD TRUSS. TRUSS O\/ER S.W. TO HA\.//E PLYWOOD ROOF BLOCKING AT SHEATHING 16" O.G. TRUSSES PER PLAN AE35 GONTI NUE CL I PS SHEAR WALL cg 24" TO ROOF O.G. SHEAR WALL PER SGHEIDULE 5HEAR WALL PARALLEL To TRuss NO SCALE TRUSSES OR RAFTERS PER PLAN ROOF SHTG - NAIL PER SHEAR WALL SGHEDULE 8d a 6" O.G. 2X BLKG. W/ 16d — a 8' O.G. ff VENT HOLES (RIP BLK'G.) OVERHANG 6 L9 F ASG I A SHEATHING PER SHEAR SCHEDULE 2X STUD WALL 16" O.G. HI ANCHOR � 24" O.G. TYP. SHEARWALL TO ROOF GONNF-C TION NO SCALE NO SCALE ROOF +I NG OGKINO ® 3" O.G. TO OGKING ® 6" o.c. ss 2X6 V-BRACE (2) 2X TOP PLATE 2X STUD/ SHEAR WALL PER SGHEDULE 125-f 1 REGISTERED ARCHITECT MIGH.4EL 1N�YNE JOHNSON STATE OF WASHINGTON VJ U00 M 00 0 wG� Q U O ( U U IU U� N 00 u 4-4 � � x 00 r Mi O oc r �Z O W /O I IIJ 0 r U m D u� N m� N V , \z r K 7- 0 O F 'Jl V 7- Z T- 0 a� Z ry 7- n 0 O L date : OB-04-20 permit: revisions: drawn by MWJ G%1PGiGPd by: SHE=-E=-F L I Written dimensions on this drawing shall have precedence over scaled dlmenslons. Gontactor shall verify all dlmenslons, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dlmenslons and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Gontractor shall accept full responslbility for the cost to rectify same. 24" CARDBOARD BAFFLE ALLOW FOR I" AIR SPACE MIN. EXTEND 12" ABOVE INSULATION.—, SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED TO WEATHER IX FASCIA BD. W/ METAL &UTTER 2X BIRD BLK'&. W/ ' 2" SCREENED VENT HOLES WITH 1/4" GORRPSION RESISTANT METAL MESH GOVERIN& ROOFIN6 MATERIAL FINISH PER ELEVATION ON 7/16" OBS SOLID GDX 24-0 PLYWOOD SHEATHING; 8d cn 6"O.G. E06E 8d ® 12" O.G. FIELD 0/16" OSB AGX PLYWD (9 EVES) MIN. I5# UNDERLAYMENT NAIL 6" E06E, 12" FIELD WITH 8d NAILS, U.N.O. z_ N APPROVED TRUSSES BEARIN6 MANUFAGTURER'S SEAL. SEE ROOF FRAMING PLAN FOR SPAGIN6 LIVINO AREA FIRE BLOCK ALL VERTIGAL OPENINGS IN WALLS AT PLATES AND FLOORS 2x P.T. SILL 5/b"X 10" ANCHOR BOLT W/ 3"X3"X i/4 " PLATE WASHERS ®48" o.c. NO LESS THAN 442" $ 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. II ° #4 REBAR ® 16" O.G. HORIZONTAL ENGINEERED TRUSSES, SIZE AND Q SPAGIN& PER PLAN X a FIN. F_LR. - ° #4 REBAR ® 48" O.G. VERTIGAL a T 3" MIN. OP PL. (2) 2x TOP PLATE, LAP CORNERS, OFFSET END JOINTS BY 48" -/6" OSB. OR PLYWD. SHEATHING. NAIL 6" E06E, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWISE 2x STUDS @ 16" O.G. TYP. SIDING, SEE PLAN FOR TYPE FIN. &RARE TO SLOPE AWAY FROM BUILDING 2x BOTTOM PLATE 2x P.T. SILL FIN. FLR. 7 ° ° %2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER @ WALLS AND GEILIN65 #4 REBAR W "J" BAR ALL FOOTINGS TO BEAR ON BEARIN& SOIL 2 STD . FOUNDAT 1 ON DATA I L G 1 SCALE: N.T.5. PER IRC R403.1.3 4 R403.1.3.1 L I \l I NCB AREA FIRE BLOGK ALL VERTIGAL OPENIN65 IN WALLS AT PLATES AND FLOORS 5"X 10" ANGHOR BOLT W/ 3"X3"X 4" PLATE WASHERS ® 48" 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. THE 5X5 PLATE 1NA5HER5 AT THE ANCHOR BOLTS SHALL E3E PLAGi=D WITH THE EDGE WITHIN 1/2" OF= THE SHEATHED SIDE. FOR 2X& WALLS THAT REQUIRE SHEATHING ON BOTH SIDES, A 4-1/2" X 4-1/2" PLATE WASHER SHALL E3E USED OR THE ANCHOR BOLTS STAGGERED. THERMAL BREAK R-10 INSULATION 4" GONG. SLAB ON ® 24" PERIMETER 4" GRANULAR BED ° a ° ° a �/ i REBAR PLAGEMENT SEE DETAIL #2 ABOVE zz m ALL REINFORCEMENT MUST BE TIED IN PLACE FOR FOUNDATION INSPEGITON SEE FOUNDATION PLAN FOR FT6. / FDN. SIZE ALL FOOTIN65 TO BEAR ON BEARIN6 SOIL a a a a T100'F I GAL. 1NALL 5r=GT 1 ON5 G SCALE: N.T.S. HANDRAIL: GRIP 1%4" - 2" PROJEGTION FROM WALL NO LESS THAN Ii2" OPEN RAIL: OPEN SPACE BETWEEN PIGKETS 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 GONSTRUGTION 5/5" TYPE 'X' 6.W.B. (TWO LAYERS AT STAIR GEILIN6) m r 5TA I R DATA L- 7 rF I CAL G SCALE: N.T.S. a ° a C�AF 4" GONG 4" 6RANI NOS I N6 0 3-2x12 STRINGERS Q w T_ 2X4 BLOGKIN6 z (FIRESTOP) I —FIREBLOGKS �0 STAIR NOTES: RISER HEIGHT = -7-5/4" MAX TREAD DEPTH = I O " MIN. N/ 5/4" TO 1—I/4'' NOSING NASH AND ASSOCIATES GENERAL NOTES: 1. All construction per applicable codes and ordinances. 2015 IRG, IBC,.-2015 WASHINOTON STATE ENERGY CODE 2. Verify all dimensions on job site. Bring discreponcies to the attention of Owner and/or Designer. 3. Owner will verify window sizes and manufacturers) with framer before start of construction. 4. One window per bedroom sholl meet egress code. 5. Skylight glazing per 2015 IRG. 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. ci. TJI products to be installed per manufacturer's instollation guide and approved reports. IO.All metal connections to treated wood shall be at o minimum; tripple zinc ZMAX (6185 per ASTM A653); Hot Dip 6olvonze (ASTM A123 for connectors and ASTM153 for fasteners and anchors. 11. Al bathroom fans, kitchen hood, and dryer ducts shall be exhausted through the attic to the roof or through the floor system to on outside wall. All wolf ducts shall terminate of least 56'' from a window opening. CLIMATIC-,, AND GEOGRAFH I G DESIGN CRITERIA: TERMITE: SL16HT TO MODERATE DEGAY: SL 16HT TO MODERATE WINTER DESIGN TEMP: 1-70 IGESHIELD REG2UIRED: NO FLOOD HAZARDS: 2003 I'1Ci2 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 50 DESIGN DATA: ROOF LOADS: LL 25#/SF (SNOW) DL 15#/SF TOTAL 40#/SF FLOOR LOADS: LL 40#/SF DL 10#/SF TOTAL 50#/SF DECK LOADS: LL 60#/SF DL 10#/SF TOTAL 70#/SF SOIL 1500 PSF MINIMUM GONGRETE: 2500 PSI AFTER 28 DAYS (5%2 SACK MIX) -3000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR 6ARA6E SLABS- AIR ENTRAINMENT IS BETWEEN 5-7% (TABLE 402.2 IRG) MASONRY PER 2015 IBC, STEEL PER 2015 IBG (GRADE 60) REBAR WOOD PER 2015 IBG NAILING PER 2015 IRG NAILING PER TABLE R602.3(1), Rb02.10 WIND: 85 MPH SEISMIC: SEE GALGULATION PACKET WEATHERING POTENTIAL: MODERATE FROST LINE: loll E.F.P.: 45 PSF 4" BEAM: DOUC FIR #2 6" BEAM: fv = 85 fb = 875 PSI E = 1,600,000 4 POST: DOU6LAS FIR #2 6" POST: fv = 85 fb = 875 PSI E = 1,500,000 JOISTS $ RAFTERS HEM FIR #2 STUDS: fv = 75 fb = 850 PSI E = 1,500,000 6LU-LAM BEAMS: fv = 165 psi fb = 2,400 psi (reduced by size foctor, GF*KI) E = 1,800,000 psi NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES 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 SHEATN6 24/16 7/16" 12a-71 REG 1 STERED ARCH 1 TEGT MIGH L �Y�NEOHNSON STATE OF WASHINGTON U� WN U U O Q Cf� H W z y date: 04-01-17 permit: revisions: 10-Oci-Ici drawn by: RO checked by: SHEET 671 5LA5