Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit File BLD-2021-0971 3909 SR 20 Spur
r RIGHT ELEVATION. GENERAL NOTES 1.GON5TRUGTION TO COMPLY WITH THE 2018 IRG, 2018 IBC, 2018 IMG, 2018 UPC, 2018 NFG, 2018 NEC, 2018 IFG, 2018 IEGG. 2018 WSEG 2. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED, THE PROCEDURE SHALL BE PREFORMED TO STANDARD CONSTRUCTION PRACTICES. 3. THE CONTRACTOR SHALL VERIFY ALL DOOR &WINDOW ROUGH OPENING DIMENSIONS WITH MANUFACTURER PRIOR TO CONSTRUCTION. 4. ALL FRAMING ANCHORS, HOEDOWNS, & SHEARWALLS SHALL BE INSPECTED PRIOR TO COVERING. 5. ALL GLAZING TO COMPLY WITH WSEG 2018. b. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. i. CAULK OR WEATHER-STRIP ALL JOINTS AND PENETRATIONS TO HEATING SPACES. 8. APPROVED NUMBERS (ADDRESS) SHALL BE PROVIDED IN A P051TION TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. AND SHALL BE A MINIMUM OF 4 INCHES. 9. EGRESS DOORS SHALL BE READILY OPENABLE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT, 10. OUTDOOR LIGHTING PER WSEG 2018 505.3 11. EXTERIOR STAIRWAYS AND LANDINGS MUST BE LIGHTED PER 2018 IRG 303.E 12. A PRE55URE REGULATOR, PRECEDED BY A STRAINER SHALL BE READILY ACCESSIBLE, AND WILL BE REQUIRED ON THE WATER SUPPLY TO THE HOUSE. TH15 DEVICE SHALL BE LOCATED IN THE GARAGE WITH THE BUILDING SHUT OFF VALVE FOR THE WATER PER 2018 UPC 608.2. 13. PROVIDE AN ADEQUATELY SIZED EXPANSION TANK AT THE HOT WATER TANK A5 REQUIRED PER 2018 UPC 608.3. 14. WATER PRE55URE-AB50RBING DEVICES SHALL BE INSTALLED A5 GL05E A5 P05516LE TO ALL QUICK -ACTING VALVES [HAMMER ARRESTORS, SHOCK ARRESTORS] (CLOTHES WA5HER5, 015HWA5HER5, ICE MAKERS ETC.) PER 2018 UPC, 609.10. 15. ALL HOT AND GOLD WATER PIPING INSTALLED IN UNCONDITIONED SPACES SHALL BE INSULATED TO R-3 MINIMUM PER 2018 UPC SECTION 313.6. 16. LOTS SHALL BE GRADED 50 A5 TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF b INCHES WITHIN THE FIRST 10 FEET. (SECTION R401.3) CITY OF ANACORTES PLANNING AND BUILDING DEPT: APPROVED PLANS REVIEWED FOR CODE COMPLIANCE PERMIT #: BLD-2021-0971 ADDRESS: 3909 STANKUS PL APPROVED BY: -ILA 11 SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT BE ALTERED WITHOUT AUTHORIZA ON. OPEN TO BELOW 400 sgft UPPER FLOOR 2096 sqk gross area -60 sqk �grr _qnnMM sqk net F STAIRS 60 ATTIC: 126 sqk J vQa■ERmes O N v O m V I 7— O Lu E LU J � E oLu 7-w w L aQ? JC�V S (n=��` C7w�)w� zw �z— pQ �O2 T-I c<2CLLu 0 DATE: 9/23/2021 SCALE: 1 /4" = 1 '-0" SHEET: OF q z O a U w 0 J m mo �w z� Ow w � w Q 0 w co Ipp a 12 6 TYPICAL HORIZ. SIDING �\ HORIZ. SIDING N1 V OPTIONAL N - r m 8" BUILT UP POST 1x6 WRAPS TOP& BTTM V Exterior Elevation Back Z O LU �6:12 LLU E 0 m o E _❑ ��~f o O7-w�� W �� L aQ? JLn S (n=��` UWQknw� zw CZz — IYQQ �Ood2I 6:12� HORIZ. SIDING _ w w 6:12 � DATE: 9/23/2021 SCALE: 1 /4" = 1 '-0" I � SHEET: 2 E Exterior Elevation Left OF q WINDOW SCHEDULE CITY FLOOR SIZE 1 1 1650 1 1 5020 2 1 6050 1 2 1016 4 2 2020 2 2 4020 3 2 4040 1 2 5046 1 2 6040 2 2 6050 2 3 1016 WINDOW SCHEDULE LABEL CITY FLOOR SIZE 1650 1 1 1650 5020 1 1 5020 6050 2 1 6050 WINDOW SCHEDULE LABEL CITY FLOOR SIZE 1016 1 2 1016 2020 4 2 2020 4020 2 2 4020 4040 3 2 4040 5046 1 2 5046 6040 1 2 6040 6050 2 2 6050 WSEC OPTIONS For an initial heating system using a heat pump 1.0 2 that meets federal standards for the equipment listed in Table C403.3.2(1)C or C403.3.2(2) or Air to water heat pump units that are configured to provide both heating and cooling and are rated in accordance with AHRI 550/590 1.2 Prescriptive compliance is based on Table R402.1.1 with the following 1.0 modifications: Vertical fenestration U = 0.20. 3.6a Ductless split system heat pumps with no electric resistance heating in the 2.0 primary living areas. A ductless heat pump system with a minimum HSPF of 10 shall be sized and installed to provide heat to entire dwelling unit at the design outdoor air temperature. To qualify to claim this credit, the building permit drawings shall specify the option being selected, the heated floor area calculation, the heating equipment type(s), the minimum equipment efficiency, and total installed heat capacity (by equipment type). 5.5 Water heating system shall include one of the following: 2.0 Electric heat pump water heater meeting the standards for Tier III of NEEA's advanced water heating specification or For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier III of NEEA's advanced water heating specification, shall supply domestic hot water to all units. If one water heater is serving more than one dwelling unit, all hot water supply and recirculation piping shall be insulated with R-8 minimum pipe insulation. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency. z O a U w 0 J m mo �w z� Ow w Of Li a 0 w m z NOTE: 6" FDN STEM WALLS o/ 16"Wx8"DP FTG. w/ (2) #4 CONT. BAR. TYP. UNO c� 1 l�fflo�d Ln 0 0 0 3 TYP 24"0 x 12" FTG W/ (2)#4 E.W. BOT �a 24"0 x 12" FTG W/(2)#4 E.W.E 45'�,� P.T. 46 0�� PB44 or ABU TO FTG �1� ��r 3 Apr N�r ,ZO �pKg� '.a 4'-0"oc MAX, TYP. — — — — — — — — — — — — — — — — — — — — — — — — — — — J 6 MIL BLACK POLY VAPOR BARRIER - I o LAP EDGES 12" 4 I- I Q) 2 N ° •-0" 4'-0"oc I MAX, UNO .. 1 e L— r — a --- ---- --- ---- r -------- — �I° ------- L4 16 W-TYP UNO Li P.T. 4x4 o/ 0 `'a O 24"x24"xl0" FTG I: I I W/(3) #4 E.W. BOT @) .. I 4f: U- as J PT 6X6 o/ I 30"00"x12" FTG w/ (4)#4 E.W. BOT -------� � --I1IT-- III i ^11 /III � � LI 4 D-1 I r-- ---- 0 X I — _OII 4'-0"oc MAXLp TYP, UNO Q L_ — CONT. DBL JOIST 4 II C5 Mo I I IALIGN W/STUDS ABOVE_ L- OVER PT 4X POST OVE 24"x24"xl0" FTG W/ (3) #4 'x" E.W. BOT L— — — — — — — — — — — — — — — — 6" D.S.0 NOTE: #4x FULL WALL HEIGHT VERTICAL AT EACH CORNER, INTERSECTION AND END OF FDN WALLS, (2)#5 AROUND OPENINGS EXTENDING 24" BEYOND EDGES OF OPENINGS 2 D-1 Ln M N . I 36"x36"xl2" FTG w/ (4) #4 E.W. BOT @� SQUASH BLOCKS UNDER N ALL POINT LOADS 22'-6" 22'-0" 0 � Fn r----- ----J 11012" 16'-3" --- -- L--------------I a. . L — — — — — — — — — — — — — o 10 Ln 16"Wx8"DP STRIP FTG w/ (2) #4 CONT. I I 2 I2'-4" CD.T. 4x6 0/ ABA or ABU — I , N A I )I/— - 'm I --------- P.T. 4x4 14'-2" 8'-10" X-C' 45'-0" 11'-4" 1 D-1 D.S. ---- ----- E 2) ;I PN C. Tsq OF WAS I ° �Q o ,P 43968 p �� FGISTER� I •. S�ONALE� STRUCTURAL CONTENTS ONLY I ' :I SQUASH BLOCKS UNDER I ' ALL POINT LOADS TYP. 1 D-1 I" _ SLAB ON GRADE PER PLAN NOTE #2 I..,I l a:. °I \36"x36-'xl2"FTG . BOT a Rl F -1 '• I M 1/ I I �c --------_j 17 ------ aan .; 1 �O co,� D.S. 2'-611 FOUNDATION NOTES: CONCRETE TO BE 5 SACK FC=3,000 PSI @ 28 DAYS. REINFORCING STEEL ASTM A-615 GRADE 60 OR BETTER FOOTINGS TO REST ON 2,000 PSF UNDISTURBED SOILS MINIMUM CONCRETE COVERAGE * 3" CLEAR @ BOTTOM OF FOOTINGS. * 2" CLEAR @ OUTSIDE OF WALLS. * 2" CLEAR @ INSIDE OF WALLS * PROVIDE 5/8" DIAMETER STEEL ANCHOR BOLTS EMBEDDED 7" MIN INTO CONCRETE PER SHEARWALL SCHEDULE. (2) BOLTS PER SILL PLATE MIN W/ 1 BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. ANCHOR BOLT WASHERS MUST BE A MINIMUM OF 3' X 3" (SQUARE) X 1/4" THICK. * CONTINUOUS CONCRETE FOUNDATION WITH STEEL REINFORCEMENT *PROVIDE SOLID BLOCKING OVER SUPPORTS. *ALL SHEARWALL FRAMING ANCHORS AND HOLDOWNS TO BE INSPECTED PRIOR TO COVERING *IF REQUIRED DOWNSPOUTS SHALL EMPTY INTO A 4" TIGHTLINE THAT SHALL RUN THE PERIMETER OF THE FOUNDATION AND EMPTY IN AN APPROVED MANOR *EXTERIOR FOOTING TO BE 18" MINIMUM BELOW GRADE U.N.O CRAWL ACCESS: *18"X24" MIN OPENING SHALL BE SCREENED OR COVERED *INSULATION AND WEATHERSTRIP, WHEN LOCATED IN HEATED SPACE CRAWL VENTILATION: *NET AREA OF NOT LESS THAN 1 SQ. FT. FOR EACH 300 SQ. FT. OF AREA (WAC 51-51-0408 SEC. R408) *SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH 1/4" MAX OPENING SIZE. *REQ'D = S.F. / 300 = S.F. *NET FREE AREA PROVIDED PER VENT = 14.5" X 6.5" / 144 x .75 = .491 s.f *PROVIDE: () @.491 S.F. = S.F. CRAWL SPACE: 18" MIN CLEARANCE 12" UNDER BEAMS *INSULATION WRAP ALL PLUMBING AND CUTS *PROVIDE 6 MIL. BLACK VAPOR BARRIER TO LAY ON GRADE AD TO BE LAPPED 12" MINIMUM RUN UP INSIDE OF FOUNDATION WALL TO TREATED SILL PLATE * PROVISIONS MUST BE MADE TO PREVENT WATER FROM COLLECTING IN APACE SUPPORT AND BEAMS NOTES: * WOOD COLUMNS. WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRESSURE PRESERVATIVE TREATED WOOD. EXCEPTIONS: 1. POSTS OR COLUMNS WHICH ARE EITHER EXPOSED TO THE WEATHER OR LOCATED IN BASEMENTS OR CELLARS, SUPPORTED BY PIERS OR METAL PEDESTALS PROJECTING 1 INCH ABOVE THE FLOOR OR FINISHED GRADE AND 6" ABOVE EXPOSED EARTH, AND ARE SEPARATED THERE FROM BYAN APPROVED IMPERVIOUS MOISTURE BARRIER. 2. POSTS OR COLUMNS IN ENCLOSED CRAWL SPACES OR iN EXCAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING, SUPPORTED BY A CONCRETE PIER OR METAL PEDESTAL AT A HEIGHT GREATER THAN 8 INCHES FROM EXPOSED GROUND, ARE SEPARATED THERE FROM BY AN IMPERVIOUS MOISTURE BARRIER *1/2" MIN AIR SPACE @ TOPS, SIDES, OF BEAM ENDS ENTERING CONCRETE WALLS. *MULTIPLE JOISTS LAM'D TOGETHER W/2-16D EACH END * A POSITIVE CONNECTION SHALL BE USED TO ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT BEARING PARTITION SUPPORT *JOISTS UNDER AND PARALLEL TO BEARING CONDITIONS SHALL BE DOUBLED INCLUDING JOISTS USED IN WALL BRACING PANELS *BEARING PARTITIONS PERPENDICULAR TO JOIST SHALL NOT BE OFFSET FROM SUPPORTS MORE THAN THE DEPTH OF THE JOIST. R319.3 FASTENERS FASTENERS FOR PRESSURE -PRESERVATIVE AND FIRE -RETARDANT TREATED WOOD SHALL BE OF HOT DIPPED ZINC COATED GALVANIZED STEEL. STAINLESS STEEL. SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR ZINC -COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. EXCEPTIONS" 1. ONE-HALF INCH DIAMETER OR LARGER STEEL BOLTS 2. FASTERNERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, --- MINIMUM ASTM B695 CLASS 55 MINIMUM ---------------------------------------------------------------------------------------------------------------- SLOPE ALL EXTERIOR SLABS AWAY FROM BUILDING 1/4" PER V-0" (2%) MINIMUM USE 2X10 P.T. RIM JOIST OR RAISE FDN WALL WHERE EXTERIORS S.O.G. LANDINGS ARE SHOWN OR REQ. FLOOR FRAMING NOTES *ALL FLOOR JOIST ARE HEM -FIR #2 OR BETTER U.N.O. *TYP JOIST SPACING @ 16" O.C. U.N.O. *GLUE & NAIL T&G SUB -FLOOR PANELS *SOLID BLOCK @ NON-T&G SUB -FLOOR PANELS *PROVIDE CONTINUOUS BLOCKING OR RIM JOIST @PERIMETER *PROVIDE LATERAL SUPPORT BLOCKING @ ALL CANTILEVERED JOISTS AND AT BEARING LOCATIONS. *PROVIDE SOLID BLOCKING OR SQUASH BLOCKS UNDER ALL POINT LOADS AND BEARING LOCATIONS. *PROVIDE BLOCKING AS REQUIRED AT ALL FLOOR PENETRATIONS *PROVIDE JOIST HANGERS AT ALL LOCATIONS AT WHICH JOISTS BUTT UP TO BEAMS OR OTHER BUILT UP JOISTS *PROVIDE PRESSURE TREATED OR GALVANIZED FLASHING SEPARATION BETWEEN JOISTS AND CONCRETE AT ALL LOCATIONS LUS210 W/ SINGLE JOIST LU2S10-2 W/ DOUBLE JOIST L ALL FRAMING CONNECTORS REFERENCED SIMPSON OR EQUAL 1. BOTTOM OF ALL FOOTINGS SHALL BE 18" MINIMUM BELOW LOWEST ADJACENT GRADE, UNO. 2. SLAB ON GRADE SHALL BE 4" MINIMUM THICKNESS. REINFORCE WITH 6x6 WI AXWI A WWM CENTERED IN SLAB. PROVIDE VAPOR BARRIER BELOW SLAB OVER 4" MINIMUM FREE DRAINING GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL PER SOILS ENGINEER. 3. REFER TO SHEETS S3.0 AND S3.1 FOR TYPICAL FOUNDATION AND CONCRETE DETAILS. 4. TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G APA RATED SHEATHING (SPAN RATING 48/24) OVER 2x10's AT 16"oc, UNO. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH. 5. GLUE AND NAIL FLOOR SHEATHING w/ 8d AT 6"oc AT FRAMED PANEL EDGES AND AT 12"oc IN THE FIELD, UNO. 6. ALL CRAWLSPACE HEADERS AND BEAMS ARE SHOWN ON PLAN. PROVIDE PT 4x6 POSTS AT SPLICES, PT 4x4 POSTS ELSEWHERE, UNO. REFER TO DETAIL 4/D-1 FOR ADDITIONAL REQUIREMENTS. 7. REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 AND Sl .1 FOR ADDITIONAL REQUIREMENTS. 8. CONTRACTOR TO VERIFY ALL HOLDOWN LOCATIONS. 9. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. po ER mesco r N v m Q `^ O A� LL Z O O O LL E 0 v E LU N o�w^2 a p > -1 T s cn�>v� (0) LLI J ztu �Z— <�� �T�Tt-w 0 DATE: 9/23/2021 SCALE: �] 1/4" = 1'-011 SHEET: 3 OF (I z O o_ U w m J m� �w z� O w � w H Q o' w m z — — 4 5' -W' AV FR s 1 4--r — — — — — — — — 20'-0" I I 1 '-0" 13'-0" I PORCH 10'-01, 10'-01, 5' o„ CON RETE 1— —1 jll c \ 6'-0" 6'-0" 1'-11" 8'-0" b OOPTIONAL 8070 �� 610 J Q� HDR W/ DBL TRIMMER EA. END I 0 Air gap at dishwasher. 28 I OPTIONAL WINDOW VERIFY USE LIVING o Island sink venting to meet — — — — — HWD m UPC 909• Slope rear section of w So _ slab to back garage cn o door m00- 0 B N N A DOUBLE ARCH (See Detail) I I I I 16" 65 1 4" 2" 65 1 4" 2" 4'-10 1 2' P DW BEAM BOT. FLUSH W/ F.J. I I I I �1/2 WALL & NON STRUCT.'CQLUMNS I N � I I I I D-A DINING 4 I I I = J 60 Coffered Ceiling -- — — — I Ln � ° — — — — — — — — BEAM BOT. FLUSH W/ F.J. + °O Q Off set as shown A x Ln � x - 01 WH BOLLARD x SOCFM 7 91-811 DO ® 10 -9" N vro N M BOT FLUSHED BM 4'-6 1 2" GARAGE UP CD M 0C a r, 4" S.O.G. SLOPE TO O.H. DOORS ® CO/SD 2668 _ N r-I co L(i 6068 8'-7H C HWD — — — — — — — — 4'-0" 40, _ _ _ _ GLB - SET BEAM TOP FLUSH W/ F.J. — — — — OFFICE � 6" 3'-2" OPENABLE WINDOWS >72" ABV R.O. SURFACE BELOW MUST BE MIN. 24" ABOVE INTERIOR FLOOR CONT. SHTG. CONT. SHTG. 100 30 _ _ —_j (36" PANEL) ri (36" PANEL GLB HDR / DBL TRIMMER EA. END N 0 6050 o \ 16070 OH DOOR PORCH N \ BEAM W/ DBL TRIMMER EA. END FLUSH W/ TOP FL. 7'-1" T-1" 4'-5" 4'-5" ° — CD — — — TOP TOP FLUSH W/ T. PL. TYPE. EA. SIDE 7" 14'-2" 8'-10" 2'-6" " 16'-0" " 2'_6" 45'-0" 01 e 0 O O O '2X6 H/F #2 EXTERIOR STUD WALLS @16" O.G. W/DBL TOP PLATE & LAPPED 45" MIN.'R-21 IN -WALL BATT INSULATION W/VAPOR BARRIER.'2X4 EXTERIOR STUD WALL5 @ 16" O.G. @ GARAGE. 'REFER TO FRAMING PLANS FOR BEAMS & HEADERS 'REFER TO ELEVATIONS FOR PLATE HEIGHTS. 'FIRE BLOCK ALL PLUMBING PENETRATIONS. *PROVIDE 50LID BLOCKING OVER BEAMS & BEARING WALLS / R502.7 'ALL HANGERS / STRAPS BY 51MP50N OR EQUAL x DENOTES 50LID P05T OR DBL STUD P05T LAM'D TOGETHER WITH 160 (2) EACH END THEN 12" O/G STAGGERED, U.N.O. LANDINC75 PER R311.3 STAIR WELL ILLUMINATION PER R303.6 GARAGE R309.2 SEPARATION REQUIRED. *THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR-GEILING ASSEMBLY, THE STRUCTURE 5UPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2-INCH (12.1 MM) GYPSUM BOARD OR EQUIVALENT. *IN 2-5TORY CONSTRUCTION, ALL SUPPORTING WALL5 & CEILINGS ,STRUCTURAL BEAMS AND POSTS, TO BE OF TYPE"X" G.W.B. *A TIGHT FITTING 50LID GORE WOOD DOOR 1-3/8" THICK OR WITH A 20-MIN. FIRE RATING SHALL BE USED BETWEEN HOUSE & GARAGE.'DUCT5 IN THE GARAGE AND DUCTS PENETRATING THE WALL5 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. FURNACE/WATER HEATER 'STEEL HWT TO COMPLY WITH A5HRAE 90A-60 & LABELED. TO BE EQUIPPED WITH A PRE55URE & RELIEF VALVE W/3/4" COPPER OR GALVANIZED STEEL OVERFLOW VENT PIPE PLUMBED TO OUTSIDE & SEISMIC STRAPS FOR HORIZ. FORGES TOP AND BOTTOM, SHALL BE PROVIDED WITHIN THE UPPER AND LOWER 1/3RD OF ITS VERTICAL DIMENSION. THE LOWER STRAP SHALL NOT BE LE55 THAN 4" ABOVE ITS CONTROLS. *INSULATE HWT WITH R-16 WRAP & TO 51T ON R-10 RIGID WHEN PLACED ON CONCRETE.'HVAC ABOVE FLOOR DUCTING TO BE 26GA. 'HVAC UNIT TO COMPLY WITH 2O12 W.5.E.C.& LABELED WITH PERFORMANCE RATING. 'PILOTS, BURNERS, 5WITCHE5 TO BE 18" AFF 'COMBUSTION AIR REQUIREMENTS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER "I OF THE INTERNATIONAL MECHANICAL CODE (IMC). -PROTECT MECHANICAL FROM IMPACT W/ BOLLARD WHEN LOCATED IN GARAGE. VENT/ W.5.E.G RANGE/COOKTOP TO BE VENTED TO EXT. WITH A 100 C.F.M MIN FAN TUB, 5HOWER, W/G 5HOWER TO COMPLY WITH R 301.2 WATERPROOF BACKING +12"MIN. ABOVE DRAIN INLET.R?02.4.2 PRE55URE BALANCE OR THERM05TATIG MIXING VALVES SHALL BE PROVIDED FOR 5HOWER5 AND TUB/5HOWER COMBO @ 2.5 GPM MAX. PROVIDE SAFETY 6LA55 ON ALL ENGL05URE5 ALL PLUMBING FAUCETS TO HAVE A 2.2 GPM FLOW RE5TRIGTOR W/G TO USE 1.6 GALLON MAX PER FLUSH SECTION P2903.2 SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: (SECTION R314.3) 1. EACH SLEEPING ROOM 2. OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS 'SMOKE ALARMS SHALL BE INTERCONNECTED AS INDICATED IN SECTION R314.3 ' THE POWER SOURCE FOR SMOKE ALARMS SHALL COMPLY WITH SECTION R314.4 ' CARBON MONOXIDE ALARMS SHALL AL50 BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS (SECTION R315.1, R315.3) z O a U w 0 J CD mo �w z� OW w �w Q W m z iQa ■ DYER Homes O N v O m z n� IL O O z E coo wJ E o'1w _E W �� L a Q? J N S cn=�>v� C7 V kn to zw �z— T_I < T a— w 0 DATE: 9/23/2021 SCALE: �] 1 /4" = 1 '-0" SHEET: 4 OF q 2X10 LEDGER ATTACH TO EA.5TD W/(2).22" DIAM X 6" 5D1^15 TIMBER 5CREW5"2" EDGE DI5T TOP AND BOTTOM & (3) 160 NAILS I� 2XiO BLKIS HANGER BY TRU55 MFR. NAIL TO 5TUS eV (3) 1bd EA- 5112E TIRE BLKG LIVING RM PORCH ROOF T-y TRU55/ L-E &ER 60NNECTION A1 f2"= l'-O" ALTERNATE PiALL ABY. TOENAILEV TO WALL BELOW OFFSET STUDS FOR 7RU55 LAY -OUT 2X BLK& BETHEEN TKU55E5 AND - STUDS LJVING RM PORCH ROOF 2 FIEGE AAL-i- E� JOIST 5PAGING BEJC1N PLUMBING WALL AND Y'J.G. _K tST MAY BE SHIFTED UP TO 3" TO AVOID PLUMBING ATTIC VENTILATION ATTIC VENTILATION COVERED DECK ROOF. GARAGE & F. PORCH ROOF: 115 SO FTrwo= 1 3& 50 FT1150- 39 5.F. VENTILATION REgUIRED L24 5_F. VENTILATION REQVIRED 504, SHALL OCCUR @ EAVES 104% SHALL OG(. URA EAVES PROVIDE min (4) VENTEv BLOGKI NG PROVIDE min (1b) VENTED BLOG1<5 DISTRIEUTED EVENLY@ EAVES 0157RIBUTED EVENLY (4,0.091-324) (16xa.a51=1.296) PROVIDE (1) 12X75 GABLE VENT5 1.246 5q, FT. PROVIDED (1x219=.21 R) 5241219 -1 25T5Q.FT PROVIDED 12 D-1 PT 4x6_ - - �EPCZ BM TO POST D-1 o FULL HT. STUDS IL I MFR TRUSSI (2)2x6 @16"OC H�ON LU SW4 SW4 (2)2x6 STUDS 48 H F#2 w/ 1 L HUC46 TO FULL 9� p w HT. STUDS p LU w <OR k �� �Wo CD J m N c-6 J � d �CD Wo � J m N o6 1 ` PROVIDE (2)2x6 CRI LE ON (2)2x6 FULL HIM LS50 TO TOP & BOT. PLATES l lm =o fncc 'Lo 0 _ z Jt Q J I oC)�o OPEN TO J o ;<w�� ~ �= :V +I LL I PROVIDE (2)2x6 CRIPPLE Cj N (2)2x6 FULL HT. w/ LS50 TO TOP BLOCKED DIAPHRAGM (HA HED AREA) -PROVIDE= & BOT. PLATES FLAT 2x4 BLOCKING WITH 8 T 4"oc AT ALL J PANEL EDGES AND 8d AT 12"oc'IN THE FIELD O 7 o X CID U TO MDS - PLY a- a p_A CORNER STUD SHEAR TRANSFER 4 3/4- 1'-0- FOOTNOTES SW4 Q PROVIDE HORIZ. CS16 x 3'-0" STRAP -BEAM TO TOP PLATES OR TOP PLATE TO TOP PLATE OR D.S. TO D.S. OR BEAM TO JOIST D.S. 20 PROVIDE HORIZ. CS16 x 4'-0" STRAP -LAP V-6" INTO TOP PLATES AND NAIL REMAINING LENGTH TO SNUG FIT FLAT 2x6 BLOCKING BETWEEN FULL HEIGHT STUDS. 3 PROVIDE HORIZ. HTS20 TWIST STRAP - TRUSS D.S. TO TOP PLATES. 4 LAP JOIST D.S. 4'-0" AND FACE NAIL w/ (2)1 Od AT 6"oc. 5 D.S. (DRAG STRUT) - NAIL THRU SHEATHING w/ 8d AT 4"oc INTO ENTIRE LENGTH OF MEMBER © PROVIDE (2)A35's EACH END OF STUDS/POST TO TOP AND BOTTOM PLATES. o PROVIDE 0.22" DIAM. x 6" SDWS TIMBER SCREWS AT 32"oc UNDERSIDE OF DBL TOP PLATES TO BOTTOM OF BEAM ALL FLOOR JOIST 2x10 HF#2 HGUS61 GL 5-1 USH TOP w/ FJ DS UP J m 0 \ I I I I i / 48 HF#2 SW4 3/S4.1 (top flush w/ T. PL.) TYP. EA. SIDE II II II II L - - r - - U O 1 iD 0 X N SIDE GL 3-1/2x9 BOT. FLUSH U O %D 0 N C U� AL I HEADERS 0 (2) 2x6 HF#2 or W 46 HF#2 0 TYP. LINO B.W. v v E PT 4x6 m EPCZ BM TO POST , 24" o.c. 6/S4.1 48 HF#2 v CV 2/S4.1 of X 2/S4.2 S I M o JV�^ 3/S4.1 SW4 , 46 STUD DBL (2)2x6 HF#2 DBL TRIMMER EA. END 2X10 (DA6" O.C. 7 D-1 TYP BLK'G 3/S4.1 GL 5-1/2x9 BOT. FLUSH w/ F.J. III OFFSET AS SHOWN III �LUS210-2 GL 5-1/2x19-1/2 - SET BEAM TOP FLUSH w/ F.J. 0 5/S4.1 J CD 0 U HUC210-2 I- N DBL 2x10 RIM Ln GL 3-1/2x9 HDR./ DBL TRIMMER EA. END (HDR) w - N Ln SW4 TRUSS BRG 3 ft. NEL U " o.C. o 410 DBL TRIMMER EA. END HUC48 ON TOP FLUSH w/ TOP PL. 4X6 STUD = 1 v 1 C Dim- - EPC PT 46 PT 46 EPC 12 GABLE D-1 DBL RIM 4x6 HF#2 A6/S4.1 D. . O` TRUSS D 1 F� HUC48 ON ❑ 4X6 STUD 5 1 MFR TRUSSE WW N O=O V vl C 00K 5/S4.2 UPPER FLOOR FRAMING (MAIN FLOOR FLOOR SHEARWALL) PLAN NOTES 1. TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G APA RATED SHEATHING (SPAN RATING 48/24) OVER 2x1 O's AT16" oc, UNO. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH. 2. GLUE AND NAIL FLOOR SHEATHING w/ 8d AT 6"oc AT FRAMED PANEL EDGES AND AT 12"oc IN THE FIELD, UNO. 3. TYPICAL OPEN DECK FRAMING CONSISTS OF DECKING PER ARCHITECTURAL DRAWINGS OVER PT 2x1 O's AT 16"oc, UNO. 4. TYPICAL LOWER ROOF FRAMING CONSISTS OF 7/16" OR 1/2" APA RATED SHEATHING (SPAN RATING 32/16) OVER PREFABRICATED TRUSSES AT 24"oc, UNO. PROVIDE H2.5A CLIPS EACH END OF ALL TRUSSES, H2.5A EACH SIDE OF ALL MULTIPLE TRUSSES, LINO. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS PROFILE. 5. NAIL ROOF SHEATHING w/ 8d AT 6"oc AT FRAMED PANEL EDGES AND OVER SHEARWALLS, AND AT 12"oc IN THE FIELD, UNO. 6. "SW_" INDICATES SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE ON 2/S4.0 FOR ADDITIONAL INFORMATION. ALL EXTERIOR WALLS ARE SW6, UNO. 7. ALL HEADERS REQUIRED ARE SHOWN ON PLAN AND SHALL BE (2)2x6, UNO. REFER TO DETAIL 8/S4.0 FOR ADDITIONAL REQUIREMENTS. 8. PROVIDE (2) BEARING (TRIMMER) STUDS AT EACH END OF ALL HEADERS AND BEAMS 6'-0" IN LENGTH AND OVER, UNO. 9. WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS BELOW, UNO. 10. TYPICAL WALL FRAMING CONSISTS OF 2x6's AT 16"oc AT EXTERIOR WALLS AND 2x4's OR 2x6's AT 16"oc AT INTERIOR WALLS PER ARCH DRAWINGS, UNO. 11. REFER TO SHEET S4.0 FOR TYPICAL WOOD FRAMING DETAILS. 12. REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 AND S1.1 FOR ADDITIONAL REQUIREMENTS. 13. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. -------------------------------------------------------------------------------------------------------- -------------------------------- LEGEND B.W. INTERIOR BEARING WALL M NUMBER OF BUILT UP STUDS D.S. DRAG STRUT - NAIL THRU SHEATHING w/ 8d AT 4"oc INTO ENTIRE LENGTH OF MEMBER STAIRS * MINIMUM 36" CLEAR STAIR WIDTH _R311.1.1 * A HANDRAIL IN ACCORDANCE WITH _R311.1.1 * A GUARDRAIL IN ACCORDANCE WITH R312.1,2,3,4 * ILLUMINATION REQ'D. FOR 5TAIR5 AND LANDINGS_ R311.7.8 * RI5ER OR TREAD MAXIMUM DIFFERENTIAL 3/5 R311.1.4.2 * MINIMUM HEADROOM 6-6" _R311.1.2 * FIRE BLOCK CONCEALED 5PACE5 BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. * ENCL05ED ACCE55IBLE SPACE UNDER 5TAIR5 SHALL BE PROTECTED WITH 1/2" GYP5UM BOARD. FLOOR FRAMING NOTES *ALL FLOOR JOIST ARE HEM -FIR #2 OR BETTER U.N.O. *TYP JOIST SPACING @ 16" O.C. U.N.O. *GLUE & NAIL T&G SUB -FLOOR PANELS *SOLID BLOCK @ NON-T&G SUB -FLOOR PANELS *PROVIDE CONTINUOUS BLOCKING OR RIM JOIST @PERIMETER *PROVIDE LATERAL SUPPORT BLOCKING @ ALL CANTILEVERED JOISTS AND AT BEARING LOCATIONS. *PROVIDE SOLID BLOCKING OR SQUASH BLOCKS UNDER ALL POINT LOADS AND BEARING LOCATIONS. *PROVIDE BLOCKING AS REQUIRED AT ALL FLOOR PENETRATIONS *PROVIDE JOIST HANGERS AT ALL LOCATIONS AT WHICH JOISTS BUTT UP TO BEAMS OR OTHER BUILT UP JOISTS *PROVIDE PRESSURE TREATED OR GALVANIZED FLASHING SEPARATION BETWEEN JOISTS AND CONCRETE AT ALL LOCATIONS LUS210 W/ SINGLE JOIST LU2S10-2 W/ DOUBLE JOIST --------------------------------- ALL FRAMING CONNECTORS REFERENCED SIMPSON OR EQUAL NOTE: ALL EXTERIOR WALLS SW6 UNO. REFER TO SHEARWALL SCHEDULE ON 2/S4.0 FOR ADDITIONAL INFORMATION STRUCTURAL CONTENTS ONLY iIle ■ CYER HomesEE co N v m O O z A� O V ,u\U V / E ) O v mo E wJ� N Oy- W Lug aQ> JLV s cn=�>v� CDw I��W J zLU �Z- <�� gT�1(LW 0 DATE: 9/23/2021 SCALE: 1 /4" SHEET: 5 OF q Z U w m J mo � W z� O W w �w Q w m Z 56 *2X6 H/F #2 EXTERIOR STUD WALL5 @16" O.G. W/DBL TOP PLATE & LAPPED 46" MIN. *R-21 IN -WALL BATT INSULATION W/ VAPOR BARRIER. *2X4 EXTERIOR STUD WALL5 @ 16" O.G. @ GARAGE. *REFER TO FRAMING PLANS FOR BEAMS & HEADERS *REFER TO ELEVATIONS FOR PLATE HEIGHTS. *FIRE BLOCK ALL PLUMBING PENETRATIONS. *PROVIDE 50LID BLOCKING OVER BEAMS & BEARING WALLS / R502.1 *ALL HANGERS / STRAPS BY 51MP50N OR EQUAL x DENOTES 50LID POST OR DBL STUD P05T LAM'D TOGETHER WITH 16D (2) EACH END THEN 12" O/C STAGGERED, U.N.O. SAFETY GLA55/R308.4 *TO BE PROVIDED IN DOOR A55EMBLIES AND WITHIN A 24" ARC OF HINGED EDGE OF A DOOR & GLAZING 15 LE55 THAN 60" A.F.F. *WITHIN ENCLOSURES FOR TUBS & SHOWERS WHEN BOTTOM OF GLASS 15 LE55 THAN 60" ABOVE THE STANDING SURFACE. *WHEN GLAZING 15 LESS THAN 15" ABOVE THE FLOOR AND HAS MORE THAN 9 5Q. FEET OF AREA. *GLAZING AT STAIRWAY LANDING5 AND WITHIN 60" HORIZ., OF SUCH LANDING5 WHEN BOTTOM EDGE OF GLAZING 15 LE55 THAN 60" ABOVE FINISHED FLOOR. *SKYLIGHTS TO COMPLY WITH SECTION R308.6. LAND ING5PER R311.3 R WELL ILLUMINATION PER R303.6 < > 5 TUB, SHOWER, W/C SHOWER TO COMPLY WITH R 301.2 WATERPROOF BACKING +72"MIN. ABOVE DRAIN INLET.R102.4.2 PRE55URE BALANCE OR THERM05TATIC MIXING VALVES SHALL BE PROVIDED FOR SHOWERS AND TUB/SHOWER COMBO @ 2.5 GPM MAX. PROVIDE SAFETY GLASS ON ALL ENCLOSURES ALL PLUMBING FAUCETS TO HAVE A 2.2 GPM FLOW RESTRICTOR W/C TO USE 1.6 GALLON MAX PER FLUSH SECTION P2903.2 O O ATTIC ACCE55/RSOi.1 22"X30" MIN. CLEAR OPENING, WITH 30" MIN. CLEAR HEADROOM LOCATED IN HALLWAYS OR OTHER READILY ACCE551BLE AREAS, INSULATE AND WEATHER-STRIP EGRE55/R310.1 -4 BEDROOMS SASH SILLS UP +44" MAX. AFF w/MIN. 20" WIDE X 24" HIGH OPENING & 5.1 S.F. MIN. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOGATIONS: (SECTION R314.3) 1. EACH SLEEPING ROOM 2. OUT5IDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS *SMOKE ALARMS SHALL BE INTERCONNECTED AS INDICATED IN SECTION R314.3 * THE POWER SOURCE FOR SMOKE ALARMS SHALL COMPLY WITH SECTION R314.4 * CARBON MONOXIDE ALARMS SHALL AL50 BE INSTALLED OUT5IDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS (SECTION R315.1, R315.3) vOY ER mes i J co 0 N v m z n� O O 1_U n� E 0 mo � - 'o a' o�zv— Lu 0,6 E O�w_E W L a Q> J N S U) v>v� uw tower zw �z— QQ �Qo dTI <T`��ww 0 DATE: 9/23/2021 SCALE: 1 /4" = 1 '-0" SHEET: (7 OF (I co z O a U w 0 J inm� �w z� Ow w � w Q 0 w 8 TYP. 2/S4.2 SW4 12 v D-1 / 48 HF#2 w/ a co HUC46 TO FULL I.-- a HT. STUDS O O_ LPL J J � d �U)o � J m N o6 Provide (2) 2x6 CRIPPLE ON (2)2x6 FULL HIM & BOT. PLATES Provide (2) 2x6 CRIPPLE ON (2)2x6 FULL HT.w/ & BOT. PLATES fV lt - 2 co v 2-2x6 ri r 2x6 half wall III II MFR TRUSSE 0-U) = = F- J O d 0 X J CO N oo " O.C. SW4 �+ OVER -FRAMING: UP TO 25A SNOW -10 Ib DEAD LOAD �GF 2x4 HEM -FIR #2 @ 24" o/c 6-0" MAX SPAN 2x6 HEM -FIR #2 @ 24" o/c 9'-4" MAX SPAN 2x8 HEM -FIR #2 @ 24" o/c 11'-10" MAX SPAN 2x10 HEM -FIR #2 @ 24" o/c 14'-5" MAX SPAN 12 D-1 EATHED GABLE �1 mil �1 ❑E SURFACE BELOW MU T BE MIN. 24" ABOVE INTERIOR LOOR 46 SHEATHED GABLE 46 HF #2 _ I I 12 !I LEF, , A r%l III5/S4.2 D-1 12 D 1 J 5/S4.2 6/S4.2 4X6 WITZ,I VAULTED CEILING O/MASTER BDROOM O.C. ROOF FRAMING NOTES 1. ALL TRUSSES SHALL GARRY MANUFACTURERS STAMP. 2. ALL TRU55E5 SHALL BE IN5TALLED & BRACED TO MANUFACTURERS SPECIFICATIONS AND LAYOUT 3. TRUSSES WILL NOT BE FIELD ALTERED WITH -OUT MANUFACTURERS WRITTEN APPROVAL 4. ALL TRU55E5 SHALL HAVE DESIGN DETAILS & DRANINC75 ON 5ITE FOR FRAMING IN5PECTION 5. NON BEARING WALL5 SHOULD BE HELD DOWN FROM THE TRU55 BOTTOM CHORD W/ SIMPSON 5TG TO INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL IF NEEDED. 6. ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TO BE PROVIDED BY TRU55 MANUFACTURER. 1. ALL ROOF FRAMING 24" D.G. 6. 16" O.H. TYPICAL @ EAVES AND 12" O.H. TYPICAL @ GABLE EN05 9. CONTINUOUS VENTED BLOGKING AT EAVES PROVIDED BY TRU55 MANUFACTURER 10. PROVIDE GABLE VENTS A5 SHOWN ON ELEVATIONS. 11. PROVIDE ROOF VENTS ON BAGK5IDE OF ROOFLINE ABOVE CONDITIONED AREA 12. ALL FRAMING CONNECTORS REFERENCED 5IMP50N OR EQUAL LQ€ FILL }ATTIC 1N5U L14TION t4 e �.7,C I iA-fCf I N U1AT�_,U T&EAIYIE K-VALUE�5 If:ELI*1G (2)2x6 `' (2)2x6 Y4EATHER5TRIP & IN5ULATE AGGE55 N 2/S4.2 ROOF FRAMING UPPER FLOOR SHEARWALL PLAN NOTES 1. TYPICAL ROOF FRAMING CONSISTS OF 7/16" or 1/2" APA RATED SHEATHING (SPAN RATING SW6 (2)2x6 VENT FAN TYP. 32/16) OVER PREFABRICATED TRUSSES AT 24"oc, UNO. PROVIDE H2.5A CLIPS EACH END OF ALL TRUSSES, H2.5A EACH SIDE OF ALL MULTIPLE TRUSSES, UNO. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS PROFILE. 2. NAIL ROOF SHEATHING W/ 8d AT 6"oc AT FRAMED PANEL EDGES AND OVER SHEARWALLS, AND AT 12"oc IN THE FIELD, UNO. 3. "SW " INDICATES SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE ON 2/S4.0 FOR ADDITIONAL INFORMATION. ALL EXTERIOR WALLS ARE SW6, UNO. 4. ALL HEADERS REQUIRED ARE SHOWN ON PLAN AND SHALL BE (2)2x6, UNO. = ATTIC 00 5. PROVIDE (2) BEARING (TRIMMER) STUDS AT EACH END OF ALL HEADERS, BEAMS, AND GIRDER ACCESS TRUSSES 6'-0" IN LENGTH AND OVER, UNO. 6. WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS BELOW. A 6 7. TYPICAL WALL FRAMING CONSISTS OF 2x6's AT 16"oc AT EXTERIOR WALLS AND 2x4's OR 2x6's AT 16"oc AT INTERIOR WALLS PER ARCH DRAWINGS, UNO. A L 8 8. REFER TO SHEET S4.0 FOR TYPICAL WOOD FRAMING DETAILS. \ D-1 9. REFER TO GENERAL STRUCTURAL NOTES SHEETS S1.0 AND S1.1 FOR ADDITIONAL REQUIREMENTS. 3/S4.2 \ 10. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. J r\+J I lk Q 'A ci 1"1 \ IN (2)2x6 - TYP UNO I I T \ 2/S4.2 PROVIDE 2x "VALLEY PAN OR SOLID BLK'G UNDER OVER FRAMING PER D/11. TYP. ALL EXTERIOR WALLS SW6 U.N.O REFER TO SHEARWALL SCHEDULE ON 2/S4.0 FOR ADDITIONAL INFO. 8 D-1 SHEATHE AND NAIL PER SHEARWALL SCHEDULE ABOVE AND BELOW WINDOW AND PANEL EDGE AROUND OPENING TYPICAL (4) LOCATIONS STRUCTURAL CONTENTS ONLY Qa ■ DYER Homes d3 ` � v O m z N� LL LL O O E O V cc)o'- E ) v rn LU N In E 01 W '�� ce s V) v im CDW�kDW J ZLU �Z- <�� gT�Tt-w 0 DATE: 9/23/2021 SCALE: 1 /4" = 1 '-0" SHEET: 7 OF(I z O U w m J m �w Q z� O w � w Q o' m Jw z 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance forAll Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Version 1.0 These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings jtownhousesj. Project Inforraotion Contoct information 3072 PLAN HOYER HOMES. LLC Instructions: This single-family project will use the requirements of the Prescriptive Path below and Incorporate the minimum values listed. eased on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant - Provide all information from the following tables as building permit drawings; Table R402.1- Insulation and Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits. Authorized Representative ;late All Climate Zones {Table R402.1.11 R-Value " U-Factor' Fenestration U-Factor° n/a 0.30 Skylight U-Factor" n/a 0.50 Glazed Fenestration SHGC n/a n/a Ceiling' 49 0.026 Wood Frame Wall r" 21Int 0.056 Floor 30 0.029 Below Grade Wall t" 10/15/21 iht+TB 0.042 5 1 a b OR -Value & Depth 10, 2 ft n/a R values are minimums. U-factors and SHGCare maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table At01.4 shall nut be less than the R-valtie specified In the table. h The fenestration U-factor colurnn excludes skylights. "10/15/21 «5TB" means R-10 continuous Insulation on the exterIarof the wall, or R-15 continuous insulatlon on the interior of the wa11. or R-21 cavity insulation plus a thermal break between the slab and the basement wall W c the interior of the basement wail. " 10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous Insulation on the Interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall. d R-10 continuous Insulation is required under heated slab on grade floors. See Section R402.2,9.1. For single ratter- orjoist-vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall_ R-7-5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying wlth Section R503.1.1, If Foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed m compliance With Standard ICC 400, log walls sha11 meet the requirements for g climate zone 5 of ICC 400, Inc (;intermediate Framing] denotes framing and insulation as descrihed in Section A103.2.2 including standard h framing 16 Inches on center, 78%of the wall cavity insulated and headers insulated with a minimum at R-10 nsulation, 20I8 Washington 5tore Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 20211 Each dwelling unit in a residential building shall comply with sufficlent options from Table R4D6.2 (fuel normalization credits) and Table 4D6.3 jenergy credits) to achieve the following minimum number of credits. To claim this credit, the building permit drawings shall specify the option selected and the maxim uric tested building air leakage, and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,50D of in conditioned floor area with less than 300 sf of fenestratlon area. Additions to existing building that are greater than 50D sf of heated floor area but less than 1,500 sf. 2. Medlum Dwelling Unit: 6 credits All dwelling units that are not included in p1 or#3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4- Additions less than SOD square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details ih Table 406.3 (Single Family), on page 4. 5ummaFy of Table R406.2 Heating Credits - select ONE Fuet Normalization Descriptions User Hates Options heating option 1 Combustion heating minimum NAECA° 0.0 ❑ 2 Heat pump` 1.0 0 IMINI SPLITS 3 Electric resistance heat only - furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3A 0.5 ❑ 5 All other heating systems -1.0 ❑ Energy Credits - select ONE Energy Credit Option DesctIptfons energy option From each Options category' 1.1 If d 0.5 ❑ 1.2 Efficient Building Envelope 1.0 0 u-20 WINDOWS 1.3 Efficient Building Envelope 0.5 ❑ 1A Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope ❑ D.5 ❑ Z.1 Air Leakage Control and Efficient Ventilation 0-5 ❑ 2.2 Air Leakage Control and Efficient Ventilation lA 0 2.3 Air Leakage Control and Efficient Ventilatlon 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ 3.1' High Efficiency HVAC I'D ❑ 3.2 High Efficiency HVAC I'D ❑ 3.3' High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 ❑ 3.6' High Efficiency HVAC 2.0 � 4.1 High Efficiency HVAC Distribution System 0-5 ❑ 42 High Efficiency HVAC Distribution System 1.0 ❑ -� 51'' Effluent Water Heating 0.5 ❑ 5.a Efficient Water Heating 0.5 ❑ 5.3 EMcient Water Heating i'D ❑ l 5,4 Efficient Water Heating 1-5 ❑ SS Efficient Water Heating 2-0 ra) 5.6 Efficient Water Heating ❑ 2.5 ❑ 6.1e Renewable Electric Energy (3 credits maxi 1.0 0 7.1 Appliance Package O.5 ❑ TotoriCredFtS 6.0 [altat)nte Tsn C1xer Form a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. h. Equipment listed in Table C403.3.2(41 or C403.3.2(5) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category S. Option 5.1 may be combined with options 5.2 through 5.G. See Table 406.3. e. 1.0 credit for each 1, Zoo kWh of electrical generation provided annually, up to 3 credits max.. See the complete Table R406.2 for all requirements and option descriptions. f. Use the single radlobutton in the upper right of the second column to deselect radiobu ttons in that group. Please grinI only (Sagas T lhraugh I of 16is worksheet far SuhfTlission fU your building nfi'ictal NOTE: POST ENERGY CODE COMPLIANCE CERTIFICATE WITHIN 3 FEET OF THE ELECTRICAL PANEL (105.4) PROVIDE PROGRAMMABLE THERMOSTAT PROVIDE DUCT SEALING TESTS WHERE APPLICABLE PROVIDE DOOR BLOWER TEST AFFIDAVIT (502.4.5) WHEN APPLICABLE or-D -FAeg 7; - =I" F L_1. ETD GZ -LAs . 4 L: ` '�..1WErr RIWIM, mom �i - AL R 0 0 F C-OKI-55TFLIC-TIt� _c+=. 1 1145_ CYM Ism ZT CMS I.12- ^Rt.R kTEP t-fM IP00r. -_W_JbPA&& * Z 0 G.ISM-2 F?4W!5i FLA1,10 em i M p-R-, P45JL t1¢- 033 ■ 6 400VE r1VhTW 5;�ACZS C-qTR k:7 ER a} 4lQ MR :LT .�L _r+5 O%'W r j(= & r-k B L Fr1�s 57j.ArF Pl-.. F-6- 11AR.l-rEAV + A,LL r7 rY ` tS = -:--.rlR- Cr�_ II II Er---: �1ti"Jo E w IV- 0 C �-k/ NOTE ADD � _ full text in '- f T!" • � . T � i r • r block of -L- 5-08 0- 6 I-iU- r- : rr liFA%. r L__,S^ hV. SLOPE rO O f+ DOOK Frye �L I : A ' �= • _ � I � each r - J --%!P1GE option. - - V c.;rk=•-ff'_m }tom dl e2X1.2 GOt 7'-4.-*Jrt kea rt �-_a me t e it I%- z. w49_ cc. rlr PL4 1crfrt. Ilr F�sE•'ti 1111 rkr--. 9.r8r ■ F_ v � AW I WHOLE HOUSE VENTILATION SYSTEM (Intermittent) : IRC M150b. Each dwelling unit or guest room shall be equipped with a whole house ventilation system that shall be capable of providing the volume of outdoor air specified in M150b.4, M150b.5, M 1505.6, or M 1505.1 or in accordance to the International Mechanical Code and associated Washington State ?amendment, Chapters 4 and 5. Whole house ventilation systems shall be have a flow rating of .25 inches water gauge and a Bone rating of 1.0 or less. The whole house fan shall be controlled by a 24-hour clock timer with the capability of continuous operation, manual and automatic control. At the time of final inspection, the automatic control timer shall be set to operate the whole house fan for at least b hours a day R-HOLE HOUSE EXHAUST F.- N PRESCRIPTIVE REQUME\IENTS Table 1508.2 (Ahuimum rifted Floor -U•ea. sq. ft Bedrooms 0-1 '-3 4--; 1500 50 >0 60 1501-3000 50 60 75 3001-4500 60 75 90 1501-6000 i S 90 j 105 14 RSS `= 5 rTF E< 7-FRI0K rt^-yCAD KS TR_ W Tl:f-r - riC : r xa%L& t EEa F Ry-r7Z&t r CV11510 r4M! A = 5-- 11* ix tZ4 --s N. - z1JL_R 1 1p-.:I i+TIEII 19?T�ftEE!i Okmw EOQW.-Ig CVM _2 - CrAft2L - F . FLOOF �1C-TKDNL- -rko!:-P rU �_ OvLw a r4 ' 1I& .F ,%-dR_&TEP !Tl.VIV---rL _=xLV�_}W &'IEEP4N;& MTC,�-V.2TJ rJND)01Mw 1 f.2-S. a a•. LAENC1-=_ACr_r1 ACJSd -OR R-&--' T4SLA-ZS F+bTrj-ER' PE-9-M M xOL- I vl! lJHHMTEV Stf!51 17M',' ti-ut-2- - _4 -=LTME FA$)G -f-- CROSS SECTION .re-_ I. _. TYP. EXTERIOR WALL CONSTRUCTION WOOD SIDING ( SEE ELEVATIONS), OVER WEATHER BARRIER OVER 1/2" APAt-RATED SHEATHING OVER 2X6 STUDS (2x4 -GARAGE) @ 16" O.G. W/ DOUBLE TOP PLATE & PRE55URE TREATED SILL @ GONG. R-21 INSULATED BETWEEN 5TU05 OVER VAPOR BARRIER OVER 1/2" G.N.B. � QQ ■ DYER Homes co �N NV 1.L m A Z LU t� O az� o�v v ,L: ,LU ua L O ZLU `l�l V l= 0 v M O 57- J (V u) LU W O OiWW p) a Q > Lf) S U) zW z- � Q C,3 C< T_ W o DATE: 9/23/2021 SCALE: 1 /4" = 1 r-Orr SHEET: 8 OF q 9-10 INS.@ THERMAL BREAK (HEATED AREAS ONLY) 4" GONG. BLAB COMPACT FILL/SAN� 2X 5TUD5 16" OIG - 5W PER PLAN 51b"X10" A.B. PER 5.W. 5GHED. EMBED T' i.u13"x3"-x114" 50R. WA5HER5 E.N. PER 5.W.5GHED. }M IN (1) 04 BAR, GONT.5" FROM TOP = 44 BAR HOOKED VERT, I E @ 0" O.G. ALIGN wl FT G : = (1) #4 BAR GONT. PER PLAN TYP- 6" FDN Vql I i-•i ��L>at I D EXT- R-21 IN5UL. - 2X6 STUD5 1 b" O/C - 7116" 05135HEAR-- 51DING PER ELV. - NAILING PER 5W 5GHED. 31b" SOFFIT---' R•30 INSULATION wl VAPOR BARRIER TO WARM 51DE 112" GWB -FLOOR 5HEATHING GLUED & NAILED wl bd PER 5YN E.N. 6" o.c, MAX '-\-(2) 12d EA. J015T . JrO15T PER PLAN BLOCK'& GANT. & Lul A35 TO MUDSILL PER 5W 5GHED- WALL OR F D N PER PLAN 6 TYP. J015T G,4NT NOTES: PROVIDE VERT. BAR ON EACH CORNER, INTERSECTION AND END OF WALL5 ALIGN HOOK FOR PROPER CONCRETE COVERAGE 2X6 5TUD5 16" OIG 112" GWB 112" GWB of 5W SHTG PER PLAN NAILED PER 5W 5GHED. FLOOR 5HEATHING 4" GONG. SLAB GLUED & NAILED GOMPAGT J5T. PER PLAN FILL/SAND 518"X10" A.B. PER S.N. 56HED. R_30 EMBED 7" w13"x3"x114" 50R. do INSULATION YNASHER5 E.N. PER 5.W.50HED. (1) #4 BAR, CONT.HORIZ. 6 BLACK 6 MIL 5" FROM TOP OF WALL I- III �' R ' VAPOR _ _. #4 BAR HOOKED VERT.@ 46" Q.G., - I :;„•. `r BARRIER I (1) #4 BAR GONT. PER PLAN TYP. 6" FDN HOUSE TO GARAGE I� Siding Per _ Elevation Infiltration Wrap 7116 0551 Eav Wall Sheathing RIM Joist RIM PER 57RUC7, 5EE SHEAR TRANSFER DETAIL 2154.0 & 3154.1 VALLEY FILLER BOTTOM CHORDS MUST BE NAILED WITH 16d INTO EACH TRU55 OR RAFTER THEY INTERSECT ROOF 5H�ATHIN 2'-0" TYPICAL RIQ0E BLOCKIN6 RIDGE BOARD _ PER PLAN TRU55E5 CALIFORNIA PROVIDE FULL SUPPORT UNDER FRAME RAFTERS & RIDGE w12x5-10 VALLEY PAN 2x TRU55 I3RAGI • TYPICAL `l 611WR TRL)55 OR GOMMON TRUSS WITH BEARING WALL DOUBLE 2X6 TOP PLATE 7 TRU55 OR RAFTER CHORD UNDER VALLEY MUST HAVE 5HEATHING TRU55E5 ATTACHED WITH NAILING PER PER PLAN I.R.G. REQUIREMENT5 TRU55 MANUFAGTURER TO VERIFY DETAILS METAL HANGER WITH GIRDER OVER FRAMING DETAIL5 NOT TO 56ALE -112" GYP Board R-21 Insulation _ 2X& Sole Plate & Studs @ 16" O.G. PLATE NAILING PER STRUGTURAL Flooring 1 314" SUB FLR J5T. PER PLAN NAIL'G PER PLAN 2X Nailer 112 GYP Board DBL Top Plate & Studs YgALL/FLOOR 501NO PER ELV.ol S.W. �-112" GYNB R-21 IN5UL. FLOOR SHEATHING 2X6 STUDS 16" O/C GLUED & NAILED `i116" 05B SHEAR JOIST PER PLAN NAILING PER 5.W.5CHED. 518"X10" A.B. PER S.1N. 5CHED. EMBED 7" w13"x3"x114" 50R. WA5HER5 6" MIN, WOOD TO EARTH ALL PLACE-5 PROVIDE 3x3x114" PLATE WASHERS FOR ALL A.B_ ON BRACED WALLS MINIMUM CONCRETE GOVERAGE OF STEEL TO BE: 3" CLEAR @ BOTTOM OF FOOTING5- 2" CLEAR @ OUTSIDE OF WAL 5. 2" CLEAR Gal IN510E OF WALL5. BLOCKING A5 REQ. FLOOR SHEATHING JOI5T5 PER PLAN GLUED & NAILED 5d R.5 @ 6" o.c- EDGES R-30 IN5UL. 12" a.c. FIELD SUPPORTED wl TWINE or LATH @24" o.c. R-30 calBEAM PER PLAN E N PER 5 W 5GHED INSULATION 1X4 GUSSETS wl FINAL GRADE R (1) #4 BAR, CONT.HORIZtz . I 6" 5" FROM TOP OF WALL - �i ; :' BLACK b MIL x i ! i VAPOR I j BARRIER #4 BAR HOOKED VERT.@ 4b` O.C1_ - - (1) #4 BAR GONT. PER PLAN 3 TYP. FOUNDATION TO EXTERIOR COMP, ROOFING OVER 15 LB. FELT 51MP5ON H-1 or H.2.5A EA. TRU55 5d 6" oz. TO 2X4 VENTED 5LKG. 1116"O5B SHEATHING GONT. MTL. ` -A$-A GUTTER FASCIA SIMP. RBC @4b" O.G. -� BLKG TO T.PLATE ENGINEERED ROOF TRU55E5 @ 24" OIG WIND BAFFLE A5 REQ'D R-49- of LIVING AREAS 112 GWB DBL. 2X TOP PLATE 2X 5TUD5 16" O/C SLOPED EAVE @ STANDARD TRU55 v TRU55 MANUFACTURER TO VERIFY DETAIL5 ROOF EAVE FIRE RESISTANCE RATI ON THE UNDERSIDE PROVIDED THE ARE NO GABLE VENT OPEN IN TRU55E5 2x TRUSS TIE - TYPICAL 2x GYP, BD. BASKING OR DRYWALL GLIP5 AT PARALLEL WALLS NOT TO SCALE RETURN H.R. TO I V- SILL PLATE V%iALL OR TERM IN.,1TF if Nj=Vjr-1 POST 1 114" DIA_ MIN- TO 2" DIA. MAX_ d ■,•� INTERIOR S-IVE BATT I 10 -2Xb NAILER NAILER I I (TYP} 7i21MMER 4x HEADER IN bx EXTERIOR VZALL CONTINUOUS HANDRAIL BALUSTERS TO CONFORM TO `-�20091RG. SEC.. R3T2.2 4 314"T&G Pi.Y1NCJ. SUBFLR 7 314" MAX. T _ RISER FLOOR JOISTS 7 m 1T MIN PER PLAN m TREAD ;=ROVED (1) LAYER 1f7 G.YN.B. Ir lJi•1DER �TA1R SPACE 15 AGGESS13LE PER 2009 IRG, ;4Z42X SEC. R.3021 FINE BLOCKING TOP & BTM. AND AT WALL ALONG -2X4 THRUST BLK. STFRII•LGER5 BETY%EEN STUDS TYP. STAIR DETAIL5 SCALE: 112"=V-0' (4) 10d EA. END or 2X4 GUSSET5 w/ 4X414X6 HF2 P.T. (4) 10d EA. END. @5PLICE STAGGER NAILS f LMA 4Z or A55 /,7 or EPS4Z RQ# ROOFING 4BLACK 6 M IL VAPOR (2) #4 BAR GONT. B �� PER PLAN LAPPED 12" PER PLAN � TYP. STRIP EDDYING NOTE: GABLE ROOF EAVE FIRE RESISTANCE RATED PROVIDED THERE IS NO GABLE VENT OPENING R3Q2.1 TYP. ROOF GON5T. PER PLAN ROOF VENTS @ 5' o,c. or CONTINUOUS GOR-A-VENT INTAKE VENT 5TRIP 36" FROM EDGE OF EAVE TIGHT FIT 2X UNVENTED ` SOLID BLKG. to UNDERSIDE of PF`-- SHEATHING R302,1A 112 GWB TYP FA5GIA OVERHANG CONN, PER DBL. 2X TOP PLATE 0 9ABLE5 STANDARD TRU55 S-A► 2'-5' FROM PROP. LINE 5TUD WALL ROOF 5HEATHING 2X4 OUTRIGGERS LET IN ROOF SHEATHING THROUGH YNALL AT MAX. 2x4 OUTRIGGERS LET IN 46" O.G. THROUGH WALL AT MAX. SLOPED EAVE @ 5' 48" O.G. 8-C IT PROPERTY LINE SETBACK 514x FASCIA 514x FASCIA 16" 1 b j j (1) G516 STRAP wl (13j Sdx 21/2 " EA. END -SIDING PER ELEVATION OR of SHTG. U. N.O. IDING PER ELEVATION 7113 I_x (4) 10d 2X - 2x TRU55 BRACE PER MFR 5PEG5 LA5H'G of BAND BD IF A' T. 015HEATHING STUD TO BM. EA. BIDE x BAND BD_ PER ELEVATION MULTI 5TUD BM. SUPORT U.N.O. PER PLAN 2x6 YNALLNGIGORSEL PER ELEVATION TBp TYP. BEAM POCKET DETAIL 112"= 1'-0" FURRED DUT GABLE END NOT TO SCALE MAXIMUM 15" ENCROACHMENT (INCLUDES OVERHANGS) 2 FT MIN. SPLICE Y4HrRE FOOTING 5EGTI014 "A=" 6 MOB THAN V. NO WOOF J ATTtG PROVIDE METAL TIE 16 &A X 1.5 X4 PT. MIW, EA ,H 5tDE OF 5PLICE YOU 8-10dc1'/2 NAIL5 (0.148x %) VENTILATION ff V%xl, 7/1 , �XVIAF %xv W •X GONGRETEE 5TEE PPEV fOOTI NG � FOUrIN6 5EGTION "A" PONY YgALL 2-2X PLATE 2X GRIPFLE 5TU D Y%6L- L td 7116` 5HEATHIN& QER S.H. 5GHD- R62.1 1.2 5TEPPED FOLINVAT[ON CON15Ti RUCTION Note: here footir.9 Section "A" WA" is I� than b' long in a 25' total length umall, provide Draung at cripple stud wall- 0 1 1 HR F1REYSIALL CONSTRUCTION @ PROTRUDING YNALL5. (1) LAYER 519 TYP -X" INS0E.&(T)LAYSR515 TYP "X' 01UT5IDE FIRE RkTiNC•r RELATED TO 5 FT. SET -BACKS BUMP -OUTS THAT PROJECT GL05ER THAN 5 FT. TO PROPERETY LINE SUCH A5 FIREPLACE CANTS VQa■ERmeSco T- O N v m lsi LU Q E 0 �p o LU 0,�Hr�- E o�w �-E W L 0Q>JC�V S U) >v� zW�z� CZ0Q �Oo dTI C<T`��a-w 0 DATE: 9/23/2021 SCALE: �] 1 /4" = 1 '-0" SHEETD-1 0F q z O a U w 0 J m mo �w z� Ow w �w Q w m z 0 Lu w w ly Ll GENERAL STRUCTURAL NOTES THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS CRITERIA l . ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) 2018 EDITION. 2. DESIGN LOADING CRITERIA FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF SNOW ROOF SNOW = 25 PSF WIND METHOD - DIRECTIONAL PROCEDURE Kzt=1.0, GCpi=0.18, 110 MPH (RISK CATEGORY II), EXPOSURE 'B" EARTHQUAKE ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS SDC D, SITE CLASS D, le=1.0, Ss=1.50, S1=0.50, Sds=1.20, Sol 1=N/A Cs=0.185, R=6.5, SEISMIC DESIGN BASE SHEAR Vsx=16.80 KIPS (ULTIMATE) 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTIONS, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTOR'S WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. GEOTECHNICAL 1 O.ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, UNO. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE CONCRETE 2000 PSF 1 1.CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 318 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 3,000 PSI. SLUMP OF CONCRETE SHALL NOT EXCEED 6". STRUCTURAL DESIGN IS BASED ON A CONCRETE STRENGTH OF f'c = 2,500 PSI, THEREFORE NO CONCRETE STRENGTH TESTING REQUIRED. CONCRETE EXPOSURE CATEGORIES ARE F1, SO, WO, AND Cl. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318-14, TABLE 19.3.3.1. 12.REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy = 60 KSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy = 40 KSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064. SPIRAL REINFORCEMENT SHALL BE DEFORMED WIRE CONFORMING TO ASTM A615, GRADE 60, fy = 60 KSI. 13.DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT #6 AND SMALLER 48 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 48 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 14.CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) 2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER) 1-1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1-1/2" SLABS AND WALLS (INT FACE) GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" WOOD 15.ALL 2x LUMBER SHALL BE KILN DRIED OR MC-19, AND ALL LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2x AND 3x MEMBERS) AND BEAMS (4x MEMBERS) BEAMS (6x AND LARGER) POSTS (4x MEMBERS) (6x AND LARGER) STUDS, PLATES AND MISC FRAMING: HEM -FIR NO 2 OR SPRUCE -PINE -FIR NO 2 UNO ON THE PLAN MINIMUM BASE VALUE, Fb = 850 PSI DOUGLAS FIR -LARCH NO 2, LINO MINIMUM BASE VALUE, Fb = 900 PSI DOUGLAS FIR -LARCH NO 2, LINO MINIMUM BASE VALUE, Fb = 875 PSI DOUGLAS FIR -LARCH NO 2, UNO MINIMUM BASE VALUE, Fc = 1350 PSI DOUGLAS FIR -LARCH NO 2, LINO MINIMUM BASE VALUE, Fc = 600 PSI HEM -FIR NO 2 OR SPRUCE -PINE -FIR NO 2 16.GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA-EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv = 265 PSI, E = 1,800 KSI. UNLESS NOTED OTHERWISE ALL CANTILEVERED AND MULTI -SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2400 PSI, Fv = 265 PSI, E = 1,800 KSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 5,000' RADIUS, UNO. GLUED LAMINATED COLUMNS SHALL BE DOUGLAS FIR COMBINATION 3, L2D GRADE, Fc = 2,300 PSI, Fb = 2,000 PSI, E = 1,900 KSI. 17.PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. WALL SHEATHING SHALL BE 7/16" or 1 /2" (NOMINAL) WITH SPAN RATING 24/0 FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24 WATERPROOF DECK SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24 FLAT ROOF SHEATHING SHALL BE 5/8" (NOMINAL) WITH SPAN RATING 40/20 ROOF SHEATHING SHALL BE 1 /2" or 7/16" (NOMINAL) WITH SPAN RATING 32/16 FOR ROOFS WITH A PITCH GREATER THAN 2:12 REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 18.ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 19.PRESSURE TREATED WOOD (INCLUDES PRESERVATIVE AND FIRE TREATED) SHALL BE TREATED PER AWPA STANDARDS. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO RETENTION OF 0.25 PCF. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER CONNECTORS WITHOUT AMMONIA IN DIRECT CONTACT WITH ACQ-A TO A RETENTION LEVEL OF 0.40 PCF), CBA-A (UP TO A RETENTION LEVEL OF 0.41 PCF), CA-B (UP TO A RETENTION LEVEL OF 0.21 PCF), SHALL BE G185 OR Al85 HOT DIPPED OR CONTINUOUS HOT - GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS WITH AMMONIA IN DIRECT CONTACT WITH ACQ-A (OVER A RETENTION LEVEL OF 0.40 PCF), CBA-A (OVER A RETENTION LEVEL OF 0.41 PCF), CA-B (OVER A RETENTION LEVEL OF 0.21 PCF), OR WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. 20.TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-2016 AND NO SUBSTITUTIONS WILL BE ALLOWED. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2x JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "IUS" SERIES JOIST HANGERS. ALL DOUBLE -JOISTS BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH 'MIU" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. mp, MALSAM TSANG STRUCTURAL ENGINEERING 122 S JACKSON ST SUITE 210 SEATTLE, WA 98104 206.789.6038 T 206.789.6042 F Z Q J OWNER HOYER HOMES, LLC 1801 GROVE ST, UNIT B MARYSVILLE, WA 98270 1JQ.N C. TSq pF WAS �FG43968 ISTERGO s/ONAL E` PRINCIPAL ICT ENGINEER JCM DRAWN JAS PROJECT NO 0235.2013.02.25 PERMIT SET 9.24.21 REV DESCRIPTION DATE GENERAL STRUCTURAL NOTES SCALE - NTS si 00 w Lu w ly J Q GENERAL STRUCTURAL NOTES CONTINUED FROM S1.0 THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS WOOD 21.WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE TYPE LENGTH DIAMETER 8d COMMON 2-1/2" 0.131" 10d GUN 3" 0.131" 12d GUN 3-1/4" 0.131" 16d GUN 3-1/2" 0.131" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG SCREWS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2015 EDITION) WITH A LEAD BORE HOLE OF 60-70% OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. BOLT HOLES SHALL BE A MINIMUM OF 1 /32" TO A MAXIMUM OF 1 /16" LARGER THAN THE BOLT DIAMETER. HOLES SHALL BE ACCURATELY ALIGNED IN MAIN MEMBERS AND SIDE PLATES/MEMBERS. BOLTS SHALL NOT BE FORCIBLY DRIVEN. C. SIDS AND SDWS SCREWS CALLED OUT ON PLAN ARE TIMBER SCREWS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. SCREWS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. EQUIVALENT SCREWS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. LAG SCREWS ARE NOT AN EQUIVALENT SUBSTITUTION. 22.WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS NOTED OTHERWISE ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC, THE AITC "TIMBER CONSTRUCTION MANUAL", AND THE AF&PA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, SHALL CONFORM TO TABLE 2304.10.1. OF THE IBC, UNO. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. B. WALL FRAMING: REFER TO ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16"oc, UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x6 OR 4x6 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS IN STRUCTURAL WALLS, UNO. NAIL MULTI -MEMBER HEADERS WITH TWO ROWS 1 Od AT 12"oc. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE AND BOTTOM PLATE TO EACH STUD WITH (3)1 Od NAILS. FACE NAIL DOUBLE TOP PLATES WITH 1 Od AT 12"oc AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE (12)1 Od NAILS AT 4"oc EACH SIDE OF JOINT. AT TOP PLATE INTERSECTIONS PROVIDE (3)1 Od FACE NAILS. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 1 Od NAILS AT 16"oc, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS AT 4'-0"oc EMBEDDED 7" MINIMUM, UNO. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 4-1/2" FROM EACH END OF THE PLATE SECTION. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 1 Od AT 16"oc. UNLESS NOTED OTHERWISE, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH #6 x 1-1 /4" TYPE S OR W SCREWS AT 8"oc. UNLESS NOTED OTHERWISE, 1 /2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS AT 6"oc AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES) AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS AT 12"oc. ALLOW 1 /8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS, UNO. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH (3)1 Od NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH TWO ROWS 1 Od AT 12"oc. TOENAIL RIM JOIST TO TOP PLATE WITH 1 Od AT 6"oc. TOENAIL BLOCKING BETWEEN JOISTS TO TOP PLATE WITH (3)1 Od NAILS. UNLESS NOTED OTHERWISE ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT Coc WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND AT 12"oc TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1 /8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 1 Od AT 12"oc, UNO. 23. NOTCHES AND HOLES IN WOOD FRAMING: A. SAWN LUMBER JOISTS AND RAFTERS: NOTCHES AT THE ENDS OF JOISTS SHALL NOT EXCEED 1 /4 THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT EXCEED 1 /6 THE JOIST DEPTH, BE LONGER THAN 1 /3 THE JOIST DEPTH, OR BE LOCATED IN THE MIDDLE 1 /3 OF THE SPAN. HOLES SHALL NOT BE WITHIN 2" OF THE TOP OR BOTTOM OF THE JOIST AND THE DIAMETER SHALL NOT EXCEED 1 /3 THE JOIST DEPTH. SPACING BETWEEN HOLES SHALL BE A MINIMUM OF (2)TIMES THE DIAMETER OF THE LARGEST HOLE OR 2" AND SHALL BE LOCATED A MINIMUM OF 2" FROM ANY NOTCH. B. EXTERIOR AND BEARING WALLS: WOOD STUDS ARE PERMITTED TO BE NOTCHED TO A DEPTH NOT EXCEEDING 1 /4 OF ITS WIDTH. A HOLE NOT GREATER IN DIAMETER THAN 40% OF THE STUD WIDTH IS PERMITTED IN WOOD STUDS. HOLES SHALL NOT BE WITHIN 5/8" TO THE EDGE OF THE STUD. SPACING BETWEEN HOLES SHALL BE A MINIMUM OF (2)TIMES THE DIAMETER OF THE LARGEST HOLE OR 2" AND SHALL NOT BE LOCATED AT THE SAME SECTION AS A NOTCH. C. CUTS, NOTCHES, AND HOLES IN MANUFACTURED LUMBER, PREFABRICATED PLYWOOD WEB JOISTS, AND PREFABRICATED TRUSSES ARE PROHIBITED EXCEPT WHERE NOTED ON STRUCTURAL PLANS OR PERMITTED BY MANUFACTURER'S RECOMMENDATIONS. 24. ELECTRICAL, MECHANICAL, PLUMBING, AND DRAINAGE SYSTEMS SHALL BE DESIGNED TO ACCOMMODATE THE DIFFERENTIAL SHRINKAGE OR MOVEMENT OF THE WOOD STRUCTURE (3/8" PER FLOOR). 25.PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE - CONNECTED WOOD TRUSS CONSTRUCTION", ANSI/TPI 1-14 BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS: TOP CHORD LIVE LOAD 25 PSF TOP CHORD DEAD LOAD 10 PSF BOTTOM CHORD DEAD LOAD 5 PSF TOTAL LOAD 40 PSF WIND UPLIFT (TOP CHORD) 10 PSF BOTTOM CHORD LIVE LOAD 10 PSF (BOTTOM CHORD LIVE LOAD DOES NOT ACT CONCURRENTLY WITH THE ROOF LIVE LOAD) TRUSSES SHALL BE DESIGNED TO NOT ALLOW LIMITED STORAGE PER IBC TABLE 1607.1. WEBS SHALL BE CONFIGURED SO THAT ALL OPENINGS ARE SMALLER THAN 24" WIDE x 42" HIGH. WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BE STAMPED AND SIGNED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC, SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS, USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ROOF OVER -FRAMING, ETC SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. ABBREVIATIONS ± PLUS OR MINUS GL GLUE LAMINATED OSB ORIENTED STRAND 0 DIAMETER TIMBER BOARD AB ANCHOR BOLT GR GRADE PLF POUNDS PER LINEAR ADDL ADDITIONAL GT GIRDER TRUSS FOOT ALT ALTERNATE GWB GYPSUM WALLBOARD PLY PLYWOOD APPROX APPROXIMATE HD HOLDOWN PREFAB PREFABRICATED ARCH ARCHITECT, HDR HEADER PSF POUNDS PER ARCHITECTURAL HF HEM FIR SQUARE FOOT BLKG BLOCKING HGR HANGER PSI POUNDS PER BM BEAM HM HIP MASTER SQUARE INCH BOE BOTTOM OF HORIZ HORIZONTAL PSL PARALLEL STRAND EXCAVATION HT HEIGHT LUMBER BOT BOTTOM IBC INTERNATIONAL PT PRESSURE TREATED CL, CENTERLINE BUILDING CODE LUMBER CLR CLEARANCE INT INTERIOR REINF REINFORCING CONT CONTINUOUS IRC INTERNATIONAL REQD REQUIRED DBL DOUBLE RESIDENTIAL CODE SOG SLAB ON GRADE DF DOUGLAS FIR JST JOIST SQ SQUARE DP DEEP, DEPTH K KIPS (1000 LBS) STD STANDARD DIN DOWN KP KING POST SW SHEARWALL DS DRAG STRUT L LENGTH T&G TONGUE AND GROOVE DWGS DRAWINGS LBS POUNDS THIRD THREADED (E) EXISTING LONG LONGITUDINAL TPL TRIPLE EA EACH LSL LAMINATED TRANSV TRANSVERSE EMBED EMBEDMENT STRUCTURAL LUMBER TYP TYPICAL EQ EQUAL LVL LAMINATED VENEER UNO UNLESS NOTED EQUIV EQUIVALENT LUMBER OTHERWISE EW EACH WAY MAX MAXIMUM VERT VERTICAL EXP EXPANSION MB MACHINE BOLT W WIDE OR WIDTH EXT EXTERIOR MFR MANUFACTURER w/ WITH FDN FOUNDATION MIN MINIMUM w/o WITHOUT FRMG FRAMING MISC MISCELLANEOUS WHS WELDED HEADED FT FEET NO NUMBER STUD FTG FOOTING NTS NOT TO SCALE WTS WELDED THREADED GA GAUGE oc ON CENTER STUD GALV GALVANIZED OPP OPPOSITE WWM WELDED WIRE MESH !mpl- MALSAM TSANG STRUCTURAL ENGINEERING 122 S JACKSON ST SUITE 210 SEATTLE, WA 98104 206.789.6038 T 206.789.6042 F N 0 CM Z Q J OWNER HOYER HOMES, LLC 1 801 GROVE ST, UNIT B MARYSVILLE, WA 98270 �N C. Ts 4 ,3F WAS 0 0 _ z 43968 �FG/STER�� PRINCIPAL ICT ENGINEER JCM DRAWN JAS PROJECT NO 0235.201 3.02.25 PERMIT SET 9.24.21 REV DESCRIPTION DATE GENERAL STRUCTURAL NOTES SCALE - NTS 0 Lu w w J J Q I) 4'-0" MIN 12E NORMAL f REINFORC ADD BARS MATCH N( REINFORC LINE OF E� I,, 1-vi— I "„III — REINFORCING TYPICAL STEPPED FOOTING q POST, PLINTH, AND FTG 10" 0 PLINTH REINF w/ (4), AND (3)#3E AT TOP FOOTING SIZ m REINF PER PL N O N N _ R PLAN SERIES HDG POST 'LAN w/ SALV AB FOR ADU m CORNER BARS TO — MATCH HORIZ REINF ADDITIONAL VERT BARS ° SINGLE CURTAIN PROVIDE PANEL EDGE NAILING OVER ALL HOLDOWN STUDS OR (2)ROWS AT POST HOLDOWN STUDS/POST PER SCHEDULE HDU HOLDOWN w/ SIDS 1 /4" 0 x 2-1/2" SCREWS SHEARWALL PER PLAN a CONT #4 x 6-0" EA SIDE OF AB (WRAP AROUND CORNER ° AS REQD) AT HDU8 ° SB PER SCHEDULE ' HDU HOLDOWN SCHEDULE CORNER BARS TO MATCH CROSS WALL HORIZ REINF (ALT HOOKS) TYP CORNER BARS: r CROSS WALL TYPICAL CORNER BARS AT CONCRETE WALLS AND FOOTINGS II NAIL MULTIPLE I I HOLDOWN STUDS I I w/ (2)1 Od AT 6" oc I I HOLDOWN CAN BE I I ATTACHED TO BEARING I I (TRIMMER) STUDS I I FRAMING CONT I I WHERE OCCURS I1 Q (, SSTB PER SCHEDULE ALL -THREAD PER SCHEDULE PLATE WASHER PER SCHEDULE 2 PLAN AT STEMWALL AT FOOTINGO HD POSTO MARK AB EMBED ALL -THREAD WASHER EMBED 4x WALL 6x WALL HDU2 5/8" O - SSTB16(L) 12-5/8" 5/8" Q 1-3/4"SQ x 1 /2 9" (2)2x4 (2)2x6 HDU4 5/8" 0 - SB5/8 x 24 18" 5/8" 0 1-3/4"SQ x 1 /2 9" (2)2x4 (2)2x6 HDU5 5/8" O - S135/8 x 24 18" 5/8" 0 1-3/4"SQ x 1 /2 9" (2)2x4 (2)2x6 HDU8 7/8" Q - SB7/8 x 24 18" 7/8" Q 2-1 /2"SQ x 1 /2 12" 4x6 6x6 O A307 ALL -THREAD w/ PLATE WASHER PER SCHEDULE AND DOUBLE NUT BOTTOM OR EQUIVALENT SIMPSON PAB MINIMUM SIZE OF POST LINO ON FRAMING PLANS (IF OCCURS) 5 V) w IL Q z Lu � N Q J IL _ U F ~ O ::D N z c%) 00 ~ 4 ° pa PIPE SLEEVES AS REQ _ a IX II— d° I � < ,H II III ° Illll�o „IIIAmlic, d III; M 2'-0" MIN ALLOWED BELOW THIS LINE PIPE AND TRENCH LOCATIONS 3 MIN 2 STUDS (MIN (3) STUDS WHERE CORNER OCCURS) , NAIL MULTIPLE 1 HOLDOWN STUDS w/ (2)12d AT 6"oc I PROVIDE PANEL -- EDGE NAILING 1 OVER ALL EXTRA STUD AT HOLDDOWN STUDS CORNER CONDITION OR (2) ROWS AT POST HOLDOWN CAN BE : I STHD HOEDOWN ATTACHED TO ; PER PLAN INSTALL BEARING (TRIMMER) ; : i I I OVER SHEATHING STUDS I LEAVE STRAP UN -NAILED SHEARWALL UNTIL JUST PRIOR PER PLAN I I I TO COVERING FRAMING CONT I I WHERE OCCURS — ° 1 1 1/2" MIN WRAP REINF AROUND #4 x 5-0" ° 1011 CORNER AS REQD IN SHEAR CONE OF STRAP p ° p LEI CORNER OF FDN WHERE OCCURS LSTHD / STHD HOLDOWN SCHEDULE PLAN HOLDOWN9 MARK NAILS POST LSTHD8(RJ) (20)16d SINKERS DBL STUD STHD10(RJ) (28)16d SINKERS DBL STUD STHD14(RJ) (30)16d SINKERS DBL STUD 0 16d SINKERS = 0.148" Q x 3 1 /4" O MINIMUM SIZE OF POST UNO ON FRAMING PLANS MALSAM TSANG STRUCTURAL ENGINEERING 122 S JACKSON ST SUITE 210 SEATTLE, WA 98104 206.789.6038 T 206.789.6042 F OWNER HOYER HOMES, LLC 1801 GROVE ST, UNIT B MARYSVILLE, WA 98270 rsq 3F WAS �FG4-3968 sIOIUA, IV PRINCIPAL ICT ENGINEER JCM DRAWN JAS PROJECT NO 0235.2013.02.25 PERMIT SET 9.24.21 REV DESCRIPTION DATE TYPICAL CONCRETE DETAI LS SCALE - NITS S360 J Q L� SHEARWALL PER PLAN ow VERT GRAIN BLOCKING SHEARWALL PER PLAN 711 TO MATCH HOLDOWN STUDS PANEL EDGE NAILING AND POSTS PANEL EDGE NAILING OVER HOLDOWN STUDS OVER HOLDOWN STUDS (3)1 Od TOENAILS THRU EA HOLDOWN PER PLAN JOIST OR BLOCK HOLDOWN PER PLAN NAILING PER SHEARWALL (4)8d INTO EA BLOCK SCHEDULE PT 2x PLATE - RIP TO MATCH JOIST DIRECTION AND [_ FOUNDATION WALL w/ AB PER 2x RIM JOIST SHEATHING PER PLAN SHEARWALL SCHEDULE OR BEAM PER PLAN NAILING PER SHEARWALL i (5/8"0 AT 48"oc ELSEWHERE) SCHEDULE 1.677 I JOIST DIRECTION AND / EDGE NAILING OF SHEARWALL ABOVE SHEATHING TO BE CONT SLAB ON GRADE SLAB ON GRADE WHERE OCCURS SHEATHING PER PLAN WHERE OCCURS --------- „� PT 2x6 PLATE w/ AB —------- PER SHEARWALL SCHEDULE ;; r -III11I I11IIIIII11I III11 III � -I I I� I11III=III= IIIIII11 (5/8" Q AT 48" oc ELSEWHERE) -III =1 = 11=III a a° FOUNDATION PER = FOUNDATION PER = LB SERIES TOP FLANGE DETAIL SHEET D-1 11 WHERE JOISTS ARE DETAIL SHEET D-1 11 HANGER PARALLEL, PROVIDE 2x BLKG (MIN 12" L) AT 48" oc=i II (2) LAYERS OF BLDG PAPER -_ - SNUG FIT BETWEEN JOISTS IIIIIIIIIIII IIIIII=III= AND WALL IIIIII=III= a a ° I1 I L ..II I1 I I I I I I1 a PT 2x MUDSILL, CONN PER PLAN FINISH GRADE z_ - NO TRAFFIC � � SURCHARGE 00 NOTES: -COMPACT BACKFILL w/ HAND OPERATED EQUIP WITHIN 3'-0" OF WALLS, 8" MAX LIFTS (LOOSE) -DO NOT EXCEED MAXIMUM GRADE DIFFERENCE DURING BACKFILLING -NOT INTENDED FOR FULL HEIGHT BASEMENT WALL FOOTING DRAIN PER PLAN NOT SHOWN FOR CLARITY 6" FDN WALL (2)#4 CONT IN FOOTING SET FOOTING AT UNDISTRURBED_ SOIL WITH 2O00 PSF MINIMUM ALLOWABLE SOIL BEARING CAP U N a a #4 CONT TOP BAR, 5" FROM TOP WALL #4 AT 10"oc HORIZ Q 0 v #4 AT 18"oc VERTICAL, CENTERED IN WALL CRAWL SPACE FINISH GRADE 11 w U z w w 11 0 w 0 Q �P a #4 x 2'-0" DOWEL AT 18"oc or USE FULL HT VERT BARS INTENTIONALLY ROUGHENED CONST JOINT 2" CLR, TYP a a w 5 `3/S3.1 PROVIDE MSTC PER TABLE CENTERED ON RIM PROVIDE CS] 6 x 3'-0" STRAP MSTC MAY OVERLAP STHD HOEDOWN BETWEEN CRIPPLE WALL AND STRAP AS REQUIRED WALL ABOVE WHERE FOUNDATION HOLDOWN SPECIFIED PT 2x SILL PLATE - TYP STRAP RIM JOIST (2)2x TOP PLATE II Q 4 p II a PT GRADE < as ,� 4 a 16"MIN ewa 4 4 \ a a a e MOVE FND \ \a Ih 4 4 II PT STEP AS a a a \ \ a La:—j REQD 4 I a U a C\ \ 4 Q a QQ a m PT Q x < Q 2 ° a a\\ II IIIII _ a a a MAX 1 _ II I o a ° a II -III —III _ 4 ;o I Q \ � �° PT — Q 4 _ 4 Q \ \ Q II II 4 a a 4 4 4 Q \ \ a a <7 Q Q Q zv J f-j III=1 I I III I I III=1 I I III III III=1 I I III III III=1 I I a° � a I I �,°, a 4— _ III —I III ° \\a 4 4 a " a L-J GRADE -11 I - ,-——--—— 1111111III 1111-111III III III III IIIIIIIII =III11 a CONCRETE STEPPED FOOTING --------- a a =1 =1 IIIIIII111 � � � PER 1 /S3.0 °° � c III ° � � a a ° ° NOTE: FOR CRIPPLE WALLS TALLER THAN ° a a° _ 4'-0"; CONTACT ENGINEER PRIOR TO a a a TO CONSTRUCTION (E.G. SETTING OF G a a I I1 I I III1 111 I I III1 111 I =1II1II1II =1II- MUDSILL ANCHOR BOLTS AND HOLDOWNS-11I-11I-11I-11I-11I-11I-11I-11I-III=III=III= 4 -_ I I1 I I1 I I1 I I1 III III=III-III III=III=III-III I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I IIIIII1 I I1 I I IIIIII1 III=III=IIIIIIIIIIIIIIIIII-III—IIIIIIIIIIII-III- CONN PER 3/S4.1 SHEATHE AND NAIL CRIPPLE WALL TO MATCH SHEARWALL ABOVE HOLDOWN PER PLAN HOLDOWN SCHEDULE AT Y'Ill IIll Ill I C \A/A I I C PLAN MARK SUBSTITUTION LSTHD8(RJ) LSTHD8 w/ MSTC52 STHD10(RJ) STHD10 w/ MSTC66 ')inviL+IIRjj I oinvi'+w/ moll_/0 6 !m IP ml!� 1 .40 MALSAM TSANG STRUCTURAL ENGINEERING 122 S JACKSON ST SUITE 210 SEATTLE, WA 98104 206.789.6038 T 206.789.6042 F N N O M Z Q OWNER HOYER HOMES, LLC 1801 GROVE ST, UNIT B MARYSVILLE, WA 98270 �N C. T pE WAS �F43968 GISTeO S�ONAL V PRINCIPAL ICT ENGINEER JCM DRAWN JAS PROJECT NO 0235.2013.02.25 PERMIT SET 9.24.21 REV DESCRIPTION DATE CONCRETE DETAI LS SCALE - NTS W w Lu W Of J Q RIM JOIST OR BEAM PANEL EDGE NAILING CONT SHEATHING BETWEEN RIM AND AND WALL BELOW DETAIL A Od NAILING ER SCHEDULE DETAIL B SHEATHING EDGE EDGE NAILING OVER EA STUD Iod NAILING Lu PER SCHEDULE I)FTAII r PLAN VIEW AT ABUTTING PANEL EDGES OF SW3 AND SW2 2x BLKG BETWEEN JOISTS NOTE: SHEARWALL SCHEDULE0000©o MARK SHEATHING PANEL EDGE NAILING TOP PLATE CONNECTION BASE PLATE CONNECTION TJI RIM BEAM@@ AT WOOD AT CONCRETE SW6 1 /2" PLY or 7/16" OSB 8d AT 6"oc 1 Od AT Coc A35 AT 30"oc 12d AT 6"oc 5/8" O AB AT 48"oc SW4 1 /2" PLY or 7/16" OSB 8d AT 4"oc 1 Od AT 4"oc A35 AT 18"oc 12d AT 4"oc 5/8" 0 AB AT 42"oc SW3 ® 1 /2" PLY or 7/16" OSB 8d AT 3"oc (2)ROWS 1 Od AT 6"oc A35 AT 16"oc (2)ROWS 12d AT Coc 5/8" O AB AT 36"oc SW2 ® 1/2" PLY or 7/16" OSB 8d AT 2"oc (2)ROWS 1Od AT 4"oc A35 AT 12"oc (2)ROWS 12d AT 4"oc 5/8"0 AB AT 24"oc (D BLOCK PANEL EDGES WITH 2x4 LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d AT 12"oc. (D 8d NAILS SHALL BE 0.131 V x 2-1 /2", 1 Od NAILS SHALL BE 0.131"0 x 3", AND 12d NAILS SHALL BE 0.131 V x 3-1 /4". EMBED ANCHOR BOLTS AT LEAST 7". ALL BOLTS SHALL HAVE 3" x 3" x 0.229" PLATE WASHERS. THE PLATE WASHER SHALL EXTEND TO WITHIN 1 /2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. ® 3x STUDS OR DBL STUDS NAILED TOGETHER w/ 1 Od NAILING IS READ AT ABUTTING PANEL EDGES OF SW3 AND SW2. REFER TO DETAIL C. WHERE 3x STUDS ARE USED, STAGGER NAILS AT ADJOINING PANEL EDGES. (s TWO STUDS MINIMUM OR POST PER PLAN ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. © ALL EXTERIOR WALLS SHALL BE SW6, UNLESS NOTED OTHERWISE. (D NAILS SHALL NOT BE SPACED LESS THAN 3/8" FROM EDGES OF SHEATHING. SHEATHING NAILS SHALL BE DRIVEN SO THEIR HEADS ARE FLUSH WITH SHEATHING (NOT COUNTERSUNK). ® LTP4's INSTALLED OVER SHEATHING WITH 8d (0.131"0 x 2-1 /2") NAILS MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. A35's OR LTP4's MAY BE ELIMINATED PER DETAIL A OR DETAIL B. PANEL EDGE NAILING OF SHEARWALL BELOW 2x JOISTS PER PLAN (3)1 Od TOENAILS EA JOIST/BLOCK A35 AT TOP PLATE CONNECTION (4)8d INTO EA BLOCK 2x BLKG (MIN 121) AT 48"oc \—PANEL EDGE NAILING—/ SHEATHING PANEL JOINT w/ PANEL EDGE NAILING 2x4 BLOCKING BETWEEN STUDS PANEL EDGE NAILING BOTTOM PLATE BEARING WALL CONNECTION NON -BEARING WALL SEE SHEARWALL SCHEDULE FOR ALL NAILING AND CONNECTIONS, NOT OTHERWISE NOTED TYPICAL SHEARWALL CONSTRUCTION 10 PANEL EDGE NAILING PER SHEARWALL SCHEDULE 02 1 Od NAILING PER SHEARWALL SCHEDULE 03 1 Od NAILING PER SHEARWALL SCHEDULE OF HIGHER CAPACITY SHEARWALL or 1 Od AT 12"oc AT NON-SHEARWALLS �a SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN NAIL MULTIPLE HOLDOWN STU w/ (2)1 Od AT 6' SHEARWALL PE JOIST DIRECTIC PER PLAN LEAVE HOLDO) UN -NAILED UNl JUST PRIOR TO COVERING HOLDOWN CAN BE ATTACHED TO BEARING (TRIMMER) STUD CS HOLDOWN PER PLAN INSTALLED OVER SHEATHING w/ (16)8d EA END OF STRAP SHEATHING PER PLAN FULL WIDTH VERTICAL GRAIN 2x BLOCKING TO MATCH HOLDOWN STUDS HEADER/BEAM PER PLAN REFER TO PLAN FOR LOCATIONS WHERE WALL CONTINUES BEARING (TRIMMER) STUD BELOW HEADER/BEAM TYPICAL CS16 HOEDOWN 3 BOTTOM CHORD SPLICE 4'-0" MIN BETWEEN SPLICES SPLICE TO OCCUR AT Ck OF VERT STUD TYPICAL NOTE: 1. NAILING AT TOP PLATE SPLICES MAY BE ELIMINATED w/ CS16x30" 2. WHERE VERTICAL PENETRATIONS THRU PLATE EXCEED 1" SHEARWALL PER PLAN FOR A 4x WALL OR 3" FOR A 6x WALL - PROVIDE CS16 x 30" AT TOP PLATE TYPICAL SHEARWALL INTERSECTIONS 1 Od AT 12"oc STAGGERED ELSEWHERE 3. MINIMUM EDGE DISTANCE FOR VERTICAL PENETRATIONS THRU TOP PLATE IS 1-1/4" AT SHEARWALLS 5 TYPICAL TOP PLATE SPLICE 6 Llimm MALSAM TSANG STRUCTURAL ENGINEERING 122 S JACKSON ST SUITE 210 SEATTLE, WA 98104 206.789.6038 T 206.789.6042 F N 0 M Z Q J OWNER HOYER HOMES, LLC 1801 GROVE ST, UNIT B MARYSVILLE, WA 98270 �N C- rsq DF WAS tiP • �3968 FG4S T ERGO s�0Na'LE� PRINCIPAL ICT ENGINEER JCM DRAWN JAS PROJECT NO 0235.2013.02.25 PERMIT SET 9.24.21 REV DESCRIPTION DATE TYPICAL WOOD FRAMING DETAI LS SCALE - NTS s 00 W w Lu W Of J Q SHEARWALL PER PLAN NAILING PER SHEARWA SCHEDULE SHEARWALL PER PANEL EDGE NAI OVER ALL HOLD( NAILING PER SHE SCHEDULE BEAM PER PLAN CS HOEDOWN PLI\ I —N w/ (16)8d EACH END OF STRAP INTO HOLDOWN STUDS AND BEAM BELOW JOISTS AND SHEATHING PER PLAN 2x BLKG BELOW SHEARWALL (4)8d INTO EACH BLOCK JOISTS AND SHEATHING PER PLAN 2x BLKG (MIN 12" L) AT 48"oc AND EACH SIDE OF STRAP PANEL EDGE NAILI� OF SHEARWALL BEL JOIST, BLOCKING, OR BEAM PER PLAN JOIST DIRECTION AI SHEATHING PER PL/ SHEARWALL PER PL 8d AT 6"oc 1 Od AT 6"oc NAILING PER SHEARWALL SCHEDULE PRE-MFR TRUSSES AND SHEATHING PER PLAN HANGER PER TRUSS MFR A35 PER SHEARWALL SCHEDULE OR LTP4 BEAM A35 PER SHEARWALL PANEL EDGE NAILING TO TOP PLATES SCHEDULE OVER ALL HOLDOWN STUDS VERTICAL GRAIN BLOCKING TO MATCH HOEDOWN STUDS (3)1 Od TOENAILS THRU HOLDOWN PER PLAN EACH JOIST OR BLOCK (4)1 Od INTO EACH BLOCK (4)8d INTO EA BLOCK NAILING PER JOIST SHEARWALL SCHEDULE HIRE PEOR PLAN 2x RIM JOIST OR BEAM PER PLAN ; / WHERE JOISTS ARE LEAVE ONE END OF j� EACH JOIST OR BLOCK PARALLEL PROVIDE STRAP UNAILED UNTIL 2x BLKG (MIN 12" L) JUST PRIOR TO COVERING WHERE JOISTS ARE AT 48"oc / PARALLEL, PROVIDE 2x BLKG (MIN 121) HEADER / BEAM SHEARWALL PER PLAN AT 48"oc PER PLAN HEADER/BEAM SHEATHING CAN BE PLACED PER PLAN ON EITHER SIDE OF WALL 2x4 BLOCKING EA SIDE JOIST w/ HANGER AND SHEATHING PER PLAN BEAM PER PLAN (OR RIM JOIST AT SIM) TRUSSES AND IG PER PLAN rUK C.ALLUU I J IN COMMON DFFFD 4 /CA 1 !01 Lololp mp-!� 1 .00 MALSAM TSANG STRUCTURAL ENGINEERING 122 S JACKSON ST SUITE 210 SEATTLE, WA 98104 206.789.6038 T 206.789.6042 F OWNER HOYER HOMES, LLC 1801 GROVE ST, UNIT B MARYSVILLE, WA 98270 �N C. rsq DF WAS tiP • 43968 .�/ TERGO �m� s�0NA1.E` PRINCIPAL ICT ENGINEER JCM DRAWN JAS PROJECT NO 0235.2013.02.25 PERMIT SET 9.24.21 REV DESCRIPTION DATE WOOD FRAMING DETAI LS SCALE - NTS S4.1 W w Lu W Of J Q PANEL EDGE NAILING SHEARWALL BELOW PRE-MFR TRUSSES AND SHEATHING PER PLAN TRUSS BLOCK TO BE — DESIGNED TO TRANSFE 200 LBS/FT LATERALLY F TOP CHORD TO BOTTC CHORD OF BLOCK SHEARWALL PER PLAN 8d AT 6"oc PRE-MFR TRI SHEATHING 10d NAILIN< SHEARWALL SHEARWALL LL 1 Od AT 4"oc INTO VERTICAL TRUSS MEMBER VERTICAL TRUSS MEMBER OVER WALL 1 Od AT 4"oc HEADER / BEAM PER PLAN SHEATHING PER PLAN RBC AT 48"oc FULL DEPTH BLOCKING (MAY BE DRILLED FOR VENTING) w/ 8d AT 6"oc FASCIA — PER ARCH SHEARWALL PER PLAN OR ROOF BEAM AT SIMILAR CONDITION PER ARCH x SCISSOR TRUSS WHERE OCCURS PRE-MFR TRUSS PER PLAN H2.5A EACH TRUSS H2.5A EACH SIDE OF MULTIPLE TRUSSES HEADER / BEAM PER PLAN K 8d AT 6"oc FASCIA PER ARCH 8d AT 6"oc PRE-MANUF. TRUSSES AND SHEATHING PER PLAN 2x4 BLOCKING w/ 1 Od AT 6"oc TO BLOCKING BETWEEN TRUSS WEB MEMBERS HANGER PER TRUSS MFR PER ARCH. (1 '-6" MAX) PER ARCH. 8d AT 6"oc ROOF SHEATHING 2x4 BLKG. w/ (2)1 Od THRU (1'-6" MAX) PER PLAN TRUSS TOP CHORD EA. END 8d AT 6"oc 2x4 LOOKOUTS (5)8d LAID FLAT AT 24"oc — — — (2)1 Od T H R FASCIA PER ARCH LOOKOUT (6)1 Od THRU BLOCK PER ARCH. FASCIA PER NOTCH TO LOOKOUTS T INTO BRACE (1'-6" MAX) BRAG TRUSS DESIGNED TO ARCH. THRU 8d AT 6"oc RANSFER LOAD OF 230 LBS/FT SHEATHING PER PLAN ATERALLY BETWEEN TOP A34 (BRACE PRE-MANUF. TRUSSES ,ND BOT CHORD TO TOP PLATE) PER PLAN 2x4 ((2)2x4 WHERE LENGTH EXCEEDS 6-0") BRACE AT 8'-0"oc MAX. x NAILER NAIL (2)2x4 w/1 Od AT 12"oc 2x6 NAILER w/ (3)1 Od SHEARWALL PER PLAN GABLE END TRUSS SHEATHED AND TO EA TRUSS VERT NAILED PER SW6 or TO BE DESIGNED (24"oc MAX.) TO TRANSFER 200 #/FT OF LATERAL LOAD TO TOP PLATE IF TRUSS SHEATHING IS NOT AN OPTION A35 AT 36"oc 2x4 LOOKOUTS LAID FLAT AT 24"oc SHEATHING PER PLAN (2)1 Od THRU LOOKOUT NOTCH TO LET LOOKOUT THRU DUTCH HIP MASTER (NAIL AND SHEATHE PER SW6) 2x6 BLOCKING KI 2x4 LOOKOUTS LAID FLAT AT 24"oc SHEATHING PER PLAN (2)1 Od THRU LOOKOUT NOTCH TO LET LOOKOUT THRU TRUSS SHEATHED AND NAILED PER SW6 8d AT 6"oc no !mp, mll!� 1 .00 MALSAM TSANG STRUCTURAL ENGINEERING 122 S JACKSON ST SUITE 210 SEATTLE, WA 98104 206.789.6038 T 206.789.6042 F OWNER HOYER HOMES, LLC 1801 GROVE ST, UNIT B MARYSVILLE, WA 98270 �N C. rsq DF WAS tiP • 43968 .�/ TERGO �m� s�0NA1.E` PRINCIPAL ICT ENGINEER JCM DRAWN JAS PROJECT NO 0235.2013.02.25 PERMIT SET 9.24.21 REV DESCRIPTION DATE WOOD FRAMING DETAI LS SCALE - NTS S4.2 STANDARD PLAN F-10.12-03 - CONCRETE CURBS STANDARD PLAN F-80.10-04 - CONCRETE DRIVEWAY ENTRANCE MAX 201 DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS I VARIES (SEE CONTRACT} FACE OF CURB VARIES 12" TO 24- -- FAGS OF CURB FACE OF CURB C - FACE OF CURB 1" 1" IN R. ( ) VARIES 10" TD 22" 1" (SEE CONTRACT) V (IN) R. I 8 112' I I 5 112" 1" 1 _ � 6 1)2' VARIES FROM 6" (IN) TO 0" (#N) MAINTAIN 1H : 6V SLOPE VARIES 1" {IN) ON SIDE OF CURB R BROOMED [SEE NOTE 'f] FINISH (TYP.) I CEMENT CONC. PEDESTRIAN I {WHEN SPECIFIED IN CONTRACT] VARIES (SEE CONTRACT) BROUMED 318" (IN) EXPANSION JOINT (TYP.) - FINISH TYP.} DRIVEWAY CURB (TYP.) [ --SEE STANDARD PLAN F-30.10 (SEE NOTE 1) ENTRANCE SIDEWALK MATCH ROADWAY SLOPE 1f2` (IN) R. MATCH ROADWAY SLOPE ' o - a i� 112" (IN) I 112" (III R, 1" (IN) R. MATCH ROADWAY I I SLOPE R. a �0 112" (INJ -ROADWAY MATCH ROADWAY SLOPE 112" (1N) R. ---- s' 1i1" [IN} ROADWAY SEE STANDARD PLAN F-10.12 318" (IN) EXPANSION JOINT 3" (IN) R. [ TYP.) - SEE STANDARD CEMENT CONC. {TYP.) PLAN F-30.10 (TYP. ) SIDEWALK CEMENT CONCRETE SIDEWALK S ROADWAY 9 .. ✓a c ROADV+Y •, % R. 1 b [V ' ° G o" ti 9 6 .2 p96 R. cO Q p. a ' a a/ f� MATCH SIDEWALK WIDTH (SEE CONTRACT) a " v a .❑. .' ' a A- ° ° n a ¢ _ P a _ ° (a FLUSH WITH GUTTER PAN AT CURB :E / 11112- 111&2" I I r-6" I I RAMP ENTRANCE _ 112" (IN) VERTICAL 1 y _6" LIP AT DRIVEWAY ENTRANCE I A ( SEE CONTRACT)---' I I I DUAL -FACED CEMENT CONCRETE I I CEMENT CONCRETE I DEPRESSED CURB SECTION I I TRAFFIC CURB AND GUTTER 1 TRAFFIC CURB AND GUTTER I AT CURB RAMPS AND PLAN VIEW B CEMENT CONCRETE CEMENT CONCRETE CURB DRIVEWAY TAPER (TYP.) L - - - - - USE THIS DETAIL - - - - _J DRIVEWAY ENTRANCES AND GUTTER [SEE NOTE 3) 5' - 0" 2• - 6" DRIVEWAY ENTRANCE TYPE I cuRB { (SEE NOTE 3) NOTES (TYP.) (TYP,) PLAN VIEW SIDE SLOPE (TYP.) 1. When the driveway width exceeds 15' (ft), construct a full depth TYPE 2 1" [IN] 112" IN R_ R. CEMENT CONCRETE 15' MAX. (SEE NOTE B] VARIES 15' MAX. {SEE NOTE 6} GRADE (TYP.) (SEE CONTRACT] (TYR.) BREAK GRADE expansion joint with 318" (in)joint filler alongthe drivewaycenterline. 112" IN LIP BETWEEN See Standard Plan F-30.'10. Construct expansion joints parallel ROADWAY GUTTER ( ) a p c B' CURB RAMP, LANDING, CEMENT CONCRETE OR 112" (IN) R. � ASPHALT CONCRETE 1" (IN) OR DRIVEWAY SIDEWALK OR PATH VARIES FROM R ENTRANCE �_'.__ 1 See Standard Plan F-30.10 for Curb Expansion and Contraction Joint Spacing and See Standard - GRADE BREAK - BREAK NOT STEEPER THAN �, � A' �F �� ROAD GRADE f 2. '� with the centerline as required at 15' (ft) maximum spacing when AND CURB ,OR SEE [SEE CONTRACT] (SEE CONTRACT) driveway widths exceed 30' (ft). CONTRACT PLANS See Standard Plan F-3Q.10 for sidewalk details- 11z" {IN} R- [TYP.) * a DEPRESSED CURB AND o 6" (IN) TO 0" (IN) I Specification Sections 8-04 and 9-04 for ° � 3. Curb and Gutter shown; see the Contract Plans for the GUTTER (SEE NOTE 3) 9p• b •' - b • ` Q - . 6" additional requirements. ,''� PEDESTRIAN RAMP -• a PEDESTRIAN RAMP curb design specified. See Standard Plan F-10.12 for . ' • ° s> ' L CEMENTCONCRETE �� 318" (IN) EXPANSION JOINT (TYP.) - Curb Details. DRIVEWAY 318" (IN) PREMDLDED JOINT FILLER ` _ 31W (IN) PREMOLDEt7 �- (WHENADJAGENTTOCEMENT &DFW_ (TYP-) SECTION { R J SEE STANDARD PLAN F•30.10 4. �� Avoid placing drainage structures, junction boxes (SEE NOTE 7) SIDEWALK DRIVEWAY RAMP CONCRETE SIDEWALK) JOINT FILLER 112" (IN) LIP BETWEEN 5. or other Obstructions in front of driveway entrances. 318" (IN) EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30A0 Where "GRADE BREAK' is the length the SECTION C ROADWAY GUTTER called out, entire of CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB (SEE CONTRACT) (SEE CONTRACT) AND CURB (OR SEE line between the two adjacent surface planes shall be flush. AT CURB RAMPS, LANDINGS, CONTRACT) 112" (IN) R. li. The Pedestrian Ramp length is not required to exceedl5 feet LEGEND AND DRIVEWAY ENTRANCES "P•) - DEPRESSED CURB (SEE CONTRACT) AND GUTTER (unless otherwise shown in the Contract Plans). When applying �� SLOPE IN EITHER DIRECTION the 15-foot max. length (measured from back of sidewalk) the _J J o�NTRIC 9PA3Sf �� 7F ifl (SEE NOTE 3) -� ; • ° -° '" DRIVEWAY RAMP 318" EXPANSION JOINT a 1.5 % OR FLATTER RECOMMENDED FOR running slope of the pedestrian ramp is allowed to exceed 8.3 /0. * DESIGN/FORMWORK (2°% MAX.) Use a single constant slope from bottom of ramp to top of OTT ;w . ramp to match into the sidewalk over a horizontal distance 7.5°% OR FLATTER RECOMMENDED FOR * * (8.3% MAX.) a ❑� WA J� of 15 feet. LU FACE OF CURB - FACE OF CURB VARIES 12" TO 24" - FACE OF CURB 4 ti FACE OF CURB a ��. "i� DRIVEWAY {IN) (TYP.) SEE STANDARD PLAN F-30.10 w [SEE NOTE 7) 7. (SEDIESE NOTE 6MWORK ( ) Beyond limits shown. Pay item does not include driveway. m 1" VARIES 10' TO 22" 1" -_ > 6112° 7114" [r� ■C f. ❑ SECTION n See Contract Plans. "CEMENT CONCRETE DRIVEWAY z (SEE CONTRACT) 5112. 1' g" d" 1 112" (IN) R. O 34363 q A0 �G°I Z "CEMENT CONCRETE DRIVEWAY 1Q CONTRACTION JOINT _ FOR RAMP LENGTHS _ Q ENTRANCE TYPE 2" PAY LIMITS (TYP.) - SEE STANDARD PLAN F-3o.10 �� �� 28680 �4 GREATER THAN 8' 0" PROVIDE C18T R ❑ 1" (IN) R. 1" (IIVj R. 112" I R 1" (IN} R (� VT (INJ R. STg$$ �� d'�f 1wi ENTRANCE TYPE 1" PAY LIMITS CONTRACTION JOINT - EQUALLY SPACED 4'- 0" MIN. OC- �Sf ROADWAY io o ° oo ROADWAY n ' c . m ROADWAY a N AL ��yC) o m ROADWAY Barry, Ed DRIVEWAY - (SEE NOTE 7) ONA, L zdlt , Sara Jul 1: ?916 426 PM n D• e e ,> a May 6 2014 3:3 ] PM o DRIVEWAY _- {SEE NOTE 7} " 9 a CEMENT CONCRETE ° ', p° • '� tr •° CEMENT CONCRETE CURBS - DRIVEWAY ENTRANCE ', •' c •' A ' CL 4000 CONCRETE CL. 41 CONCRETE TYPES 1, 27 31 Se 4 ' o" ,� a a STANDARD PLAN F-10.12-03 PER STANDARD SPEC. 8-06.3 PER STANDARD SPEC. 8-06.3 �� STANDARD PLAN F-80.10-04 1 314"_ 1 91d" 8 ild" 8 11d" SHEET 1 OF 1 SHEET '� SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION r%" APPROVED FOR PUBLICATION Jnfientvc,� �. J"n 11 2014 1 �5 PM / / Jul Its io 6 27 Pt7 DUAL -FACED CEMENT STATE 07:3![iN Et13EtiEER CEMENT CONCRETE MOUNTABLE CEMENT Washington State Deparimenl of Transportaton 7 ISOMETRIC VIEW STATE EESIGN ENGINEER - ISOMETRIC VIEW Washington Stole Deportment of Transportation MAP CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB TYPE 1 ^PAY LIMITS TYPE 2 ^PAY LIMITS STANDARD PLAN F-30.10-03 - CONCRETE SIDEWALKS STANDARD PLAN F-80.10-04 - CONCRETE DRIVEWAY ENTRANCE MAX 201 DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS 1' - 0" 11- 0" SIDEWALK (SEE CONTRACT) FOR SIDE TREATMENT SIDEWALK SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) 6 112" SEE � B 112 CONTRACTION JOINT 5 112" 1" FACE OF CURS GROOMED VARIES 318" (IN) -'3 FINISH (TYP- (SEE CONTRACT PLANS) SEE STANDARD EXPANSION JOINT (TYP.) - PLAN F•30.10 ROUNDING 2.096 1 117' [IN) R. (TYP.) 112" (IN) R. (TYP.) CURB NOT INCLUDED IN BID ITEM 1 2.0% MAX. "v CEMENT a CONCRETE - .73 MATCH SIDEWALK WIDTH (SEE CONTRACT) 'v 2 0% MAX `y SEE STANDARD PLAN F-10.12 a . p 1" R. 0° ROADWAY SIDEWALK MATCH SIDEWALK WIDTH * - - ' ' - (IN) n (SEE CONTRACT] g' _ V. VARIES SEE • 'i• 04 {SEE CONTRACT] ' RAISED EDGE 3J8" [IN) PREMOLOEa SEE OURS FACE DETAIL DETAIL -• THIS SHEET JOINT FILLER a d, i w� 31$" (IN) EXPANSION JOINT (TYP.) - BNOOMTYP WITH RAISED EDGE MONOLITHIC CEMENT CONCRETE 1� SEE STANDARD PLAN F-30.10 ) 2' - 0" MIN. SIDEWALK (SEE CONTRACT) 1 FINISHED GRADE V (IN) BELOW TOP OF CONCRETE SURFACE CURB AND SIDEWALK NOTE 8" B 112" 7" 1� I � +, 0 a" W a.. � 0 "'. uJ 1' - V. 1' - o" CURB FACE DETAIL w w 11Z- (IN) R (TYP) 1. Four feet of the sidewalk width shall be the minimum pedestrian accessible ROUNDING CURB NOT INCLUDED IN BID ITEM route free of vertical and horizontal obstructions. Gratings, Access Covers, EXTEND SIDEWALK TRANSVERSE EXPANSION JOINTS TO INCLUDE CURB (FULL DEPTH] 1 i ,2.0% 1 20% MAX SEE STANDARD PLAN F-14.12 Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the J r - - ' • sidewalk must have slip resistant surfaces, be flush with surface, and match 1', j (SEE NOTE 1) (5EE NOTE 11 r 31B" (IN) grade of the sidewalk. BUFFER STRIP (TYP.) ti< 2' _ 6„ Z _ 6" CEMENT CONCRETE DRIVEWAY ENTRANCE CEMENT CONCRETE I E CURB AND GUTTER SIDE SLOPE (TYP.) F CURB AND GUTTER - (NP•) (TYP.) yC A� PRFMOLDED JOINT FILLER WALL OR BARRIER �� (SEE NOTE 3) (SEE NOTE 3) PLAN VIEW PLAN VIEW ADJACENT TO CURB SIDEWALK 0 TYPE 3 0 DRIVEWAY ENTRANCE SIDE SLOPE TYP. TYPE 4 (TYP-) (STEEP FILL SLOPES) 3ROOMED FINISH (TYP.) � 1 1 THIS ENTRANCE TYPE SHALL NOT BE USED ALONG ❑ 1' - 0" SIDEWALK 1l2" {IN) R. d E 4" (IN] WIDE, SMOOTH TROWEI ED U y A PEDESTRIAN ROUTE O ALL CUT MIN. >- SLOPES (SEE CONTRACT) v ' �' j�' PERIMETER 0� CEMENT CONCRETE CURB m 112" (IN) R. (TYP.) ° (CURB AND GUTTER SHOWN) a J 2.0°% - _ - m 1V - 1 2,095 MAT{. �� ... CURB NOT INCLUDED IN BID ITEM -- NOT INCLUDED IN BID ITEM SEE STANDARD PLAN F-10.12 318" (IN) PREMDLDED a SEE STANDARD PLAN F-10.1Y JOINT FILLER �'•� MATCH SIDEWALK WIDTH (SEE CONTRACT) a 1/2" (IN) R. (TYP.) (SEE CONTRACT) DRIVEWAY -- 112" (IN) LIP BETWEEN ROADWAY (SEE NOTE 7) c°� {SEE CONTRACT} - 112" (IN) LIP BETWEEN ROADWAY 112" (IN) R. {TYP.] `P , ,*` rA -GUTTER AND CURB (OR SEE GUTTER AND CURB (OR SEE m 0 318" (IN) PREMDLDED JOINT FILLER r ................ CONTRACT) CONTRACT) ADJACENT TO CURB SIDEWALK ADJACENT TO WALL DETAIL BRIDGE OR PEDESTRIAN r%� �` SIDEWALK DRIVEWAY RAILING BARRIER - SEE CONTRACT PLANS may+ SIDEWALK CONTRACT) S.'f ; �.••'�r•'J' .�1 •' CONTRACTION JOINT IN SIDEWALK ONLY DRIVEWAY 3!8" (IN) EXPANSION JOINT (TYP.) �J RAMP DEPRESSED SEE STANDARD PLAN F-30.10 CURB AND GUTTER (SEE NOTE 3] SECTION (SEE NOTE 7} / EWAY DRIVRAMP �� DEPRESSED SECTION [ F 1 CURB AND GUTTER �J (SEE NOTE 3] 1 1 f 1 i I FLUSH 1 (SEE 112" [IN) R. (TYP.) 'v 2.0 MMAXI LEVEL 112" r' CURB NOT INCLUDED IN BID ITEM - 112" (IN) R. c SEE STANDARD PLAN F-10.14 2L_J EXPANSION JOINT IN BOTH �p�TRIC r 'ter CURB AND SIDEWALK ��01 W F AS 0 h� � f T - ° . at V (IN) R. n ° ISOMETRIC VIEW W "CEMENT CONCRETE DRIVEWAY VERTICAL WALL SEE DETAIL 31B" (IN) PREMOLDED774 JOINT FILLER (TYP.} d JOINT AND FINISH � �v G ENTRANCE TYPE 3" PAY LIMIT " "CEMENT CONCRETE DRIVEWAY ADJACENT TO CURB AND RAILING OR WALL RAISED EDGE DETAIL DETAIL 'ft,3 a3s3$.1 ' �J f 5 T C3 SlpnrAy, �� DRIVEWAY (SEE NOTE 7) ENTRANCE TYPE 4" PAY LIMIT �� 28690 D v tf GIST$ �`�j0N11<L X - 0" MIN. FOR SIDE TREATMENT SIDEWALK BUFFER STRIP EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE n � Barry, Ed (_ ' May 6 20143:41 PM CL. 4000 CONCRETE PER STANDARD SPEC. 8-ofi,3 DRIVEWAY _ (SEE NOTE 7) / Her, Swtt �f Tut 18 20T62 07 nf1 SEE OTHER SIDEWALK SEE CONTRAC (SEE CONTRAC SECTIONS [ D [S 1 112' R. 3I8" CURB NOT INCLUDED M BID ITEM - � � O °ice" 118" TO 114" CEMENT CONCRETE �� SIDEWALK y _ _ `- CL. 4000 CONCRETE CEMENT CONCRETE DRIVEWAY ENTRANCE 4 (IN) 2A96 MAXI (i'YP.) SEE STANDARD PLAN F-10.12 �`'" � STANDARD PLAN F-30.10-03 "' If .ni PER STANDARD SPEC. B-06.3 � TYPES 1 2 3 A 4 .` ' STANDARD PLAN F-80.10-04 D " 0 P I> �4 O SHEET 1 OF 1 SHEET s„ f SHEET 2 OF 2 SHEETS FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE APPROVED FOR PUBLICATION /' APPROVED FOR PUBLICATION SURFACE FOR PLANTING � FLUSH IF PAVED __ Bak.1ich, F.- /7 - Sun1120141:25PM 7-t_.-" � ��• ✓ ISOMETRIC VIEW ca*1k�rcr, Jeff ISOMETRIC VIEW �• Jut18211612:22PM ADJACENT TO BUFFER STRIP JOINT FILLER Q EXPANSION JOINT srATE DEstmt ENGINEER CQ CONTRACTION JOINT ►// Woshingtarr State Deportmerll of Transportation TYPE 3 -• PAY LIMITS STATE DLSM ENGINEER TYPE 4 - PAY LIMITS Y Washington State DeparfrhenT of Tronsporlalion MJ L U