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BLD20151126.PDFWRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREGEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMEN51ONS AND/OR CONDITIONS 5HOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE C05T TO RECTIFY SAME. 164TH STREET S.W. N 89' 56' 18" E i 1w ,O N ; N. RIM=205.56 i . �1 0 I, 0 N Il 2�2 EX" STING ROCK WALL _ —213 1224GH / S893529 E�1__ _ — -- N - f NO,FILL TO BE PLACED_ASOVE 215 � E JSTING 003'K WALL LOT EXISTING Gf�-AD-E -WITHIN 10 3 HIGH FEET-OF'THE SHORT ROCKERY � Z 11,214 SF _ _ _ --� 216 / 0.2� ACRES w I / / / / _- —21"1 ,ice' Id- '- I �'°` - �, '� �— gyp— — -�-'�— — N �' . I ' — 218 2 Z I �DRONA ,e SOT LEOf END PROPERTY LINE — — BOUNDARY SETBACK - 2140 — _ EX51TIN6 GRADE ----- NEW GRADE FF FINISHED FLOOR TREE TO BE REMOVED ------------ TREE LIMIT OF DISTURBANCE —°---�— TREE FENGING Development must occur !n accordance with the geotechnical recommendations by Geotec" Consultants, Inc. in report dated August 29. 2014 "'xP_ I (�37 n - I I I y I LOT ry LLJ IN r- ry♦ ♦ / �\ \ II Ii / II II �II �/ �/ y // III I /I I 0 5 � n►D2 IOVItREDI G RAGGE P0 CH I 27.2V `1 I ml +Q 100 "\\D 1 Oil lol- cn 24'-011 L=/55.20' ' �e ♦ R-40.00EW CONCRETE DRIVEWAY ry 79�03' " DETAICITY OF EDMONDS b?- 41 E2.26) ELEV.=220.23 18 86' S89'35'299'E EXISTING SIDEWALK ' EXISTING PLANTER ND. LEAD & TACK IN CONC. WALK EVEL. = 219.08 (DATUM POINT) HEIGHT G?.LGULATION5 POINT ELEVATIOIN A 211.5' B 218' G 21a.5' D (214.5' + 2139/2 = 213.75' TOTA 862.75' AVERAGE EXISTING GRADE = 862.75' / 4 = 215.6q' 3 S89'35 29"E — 470.00' 0-0 N. RIM CTR. SSMH=218.40 164TH PLACE S.W. FLOWLI N E= 209. 38 CTR. GRATE=215.62 INV. 12" CONC. E.=212.39 INV. 12" CMP S.W.=212.21 Applicant shall repair/repiace all damage to utilities or frontgps . improvements in City right-of-way pfas City standards that Is caused or occurs during the permitted project. 'The City of Edmonds does not review, opprm, Issue pamilts for, or inspect rookeries. Approval of those plans or.lns and aporovW of the work included in these plans dodo not omaft City epprovel of rockeries. Construction of rolokisft3 Is prohibited within Me Cky of Edmom d& under certain ciroumsbnm and in ce+tarn Izftuakk�lf. pr,; ECDC 18.40.020.9 "Nothing in this peimi t apprnvRl process shall be interpreted ?P tJ� r mac r,,n themaintent tare ofan�r e+W$' s:n�cing illegal, 11 Q? Iig or +Sapcyrui><:tgra building, structure or site+�a nil b is amide the scope of the permit apphepibon, i'agardlej:s of whether such building; structure or condition is shown on the site plan or drawing, Such. building, structure or condition may be the subject of a separate LEGAL tl}.bN LOT 4, HAINES WHARF NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 27 OF PLATS, PAGE 26, RECORDS OF 5NOHOM15H COUNTY, WA5HINGTON. 51TUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. ALL STOGK PILES TO BE COVERED WITHIN 24 HOURS DOWN5POUT5 AND DRAINS TO BE TIED INTO STORM SYSTEM PERMANENT VEGETATION TO BE SOD AND BARK ADDRE55: 730cl 164TH PL. 5W EDMONDS, WA. TYPE OF CONSTRUCTION: VB TYPE OF OCCUPANCY: R-3 CODE YEAR: IRG 2012 PA EL # I600 00 R5-12 IMPEER\/IOU5 .AREA 0ALOULATION5 LOT AREA: 11,214 SF STRUCTURE OF HOUSE 4,256 SF UNDER ROOF INCL. O.H. DRIVENAY 101 5F WALKWAY 28 5F TOTAL 4,a85 5F 4,5185 5F/ 11,214 5F (44%) LOT GOVEER,4GE E3Y 5TR1JGTURE: LOT AREA 11,214 5F 55% ALLOWED 3,925 5F RESIDENCE 3,455 SF COVERED ENTRY 160 SF TOTAL 31=A5 5F 55A5 5F < 5,t125 5F IPA D BY P t ING NOTE 6 . THE EXI5TINO UTILITIES WILL BE REMOVED AND/OR GAPPED UNDER THE DEMOLITION PERMIT (BLD20141102) 5EE G2 FOR STORM WATER 4 UTILITIE5 Zone S Corner Flag $Ptb k Required Actual Front 5 Z 5- Z? Sides wlf= _ta / �� _ I z 10 Rear /J -7, Y 2 6 Other t Z 5__.— Patio and eaves meet site development exceptions in ECDC 16.20.1340. APPROVED '11. � � NEERING SCANNED / 3 tolrr FEB 11 201E . ovi.l P /c`"GI R ^�- O 1 2 5 10 15 25 50 SITE PLAN 25 REGIISx D AR - T GA5� r U� W 00 in I�1Ck M r , 00 g o ^ O U 49 rT v J o 00 UL S T� �® tu tj 11i o � L date: I I—O✓-14 permit: revisions: I�-03-14 02-0�— 15 03-04— 15 drawn by: c,hor, e,e by: SD GN CeI C4o� 2014 CURRENT DEN50N SEE CGENERAL NOTES ,7 SCALE: I" = 10'-0" [AAR U 5 2014 UILF)INC DEI AI-IVVIENT- GITY OF EDiiRC]NDS WRITTEN DIMENSIONS ON THI5 DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY. ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. N. RIM=205.56-� LEGEND PROPERTY LINE — — BOUNDARY SETBACK 2140 — EX5ITIN6 GRADE -- --- NEW GRADE FF FIN15HED FLOOR TREE TO BE REMOVED ------------ TREE LIMIT OF D15TURBANGE —�—�—�— TREE FENCING N 89' 56' 18" E INSTALL 6" CLEAN OUT o O AT PROPERTY LINE WITH ! j 12" CAST IRON LAMPHOLE SIDE SEWER STUB I COVER WITH HEX BOLTS o N �\ 12J'S H ROCKWALL IE- 209.5 213 HG 2\2110.30 214 • I to IJ ILL TO BE PLAC 215 — X�,STING ocK wAL EXI STI N Ri, E WITHIN 10 36 HI ,� OF THE SHORT ROCKERY 4" P 11,214 S.F. 216 SIDE ER 8.1 % 0.25 RES = » 13LF-4" PVC 217 2 S= 2.0% AD ON QP�' / \\ �� \ �� �\ CB#4 TYPE 1-L < Y I \ TOP = 216.3 18" I E = 213.66 F / 1? I I \ J lo 0 4" CL ANOUT o� N N DECK CL I E = 213.5 I - - _ _ _ _ / I Four ION I m 12�a \ \ I I I 0 I I LIJ CO ACCEPTA:��i..: ri t 7 \ \ I N N " GARAGE 0 8DR 35 f i/�i PAIII',. FF. '217.25 Z 3cf-I410 \ I I I OVERED I ,\ i `�_ 12 810 Fii�tiC�' ry \\ PO CH U. 0\ �\ I I � � y I FF: >�� OO.. � \ j I � �' I 2,i71. �I � � /' I I NOTE ALL UTILITIES MUST BE UNDERGROUND IL � c 2 POWER HAND HOLE NOTE IF THE EXISTING SIDEWALK DOES NOT MEET ADA STANDARDS, IT WILL NEED TO BE REPLACED EXISTING CB GRATE=215.62 INV. 12" CONC. E.=212.39 INV. 12" CMP S.W.=212.21 INV. 12" CMP = 212.21 (NEW) IMPERVI0U5 AREA CALCULATIONS LOT AREA: 111214 SF STRUCTURE OF HOUSE 4,256 SF UNDER ROOF`INGL. O.H. DRIVEWAY 701 5F .HALKHAY 28 SF TOTAL 4,465 SF 4,485 5F/ 11,214 5F (44%) "* Provided oopy of the following tableon thedrainage pion shed far theproposed project "* Line Type Ac (minarMpAi Arena Propps o to beM itigated byLouv I mpaoi; Development Teehniques_ 1 XISTING PHONE PEDESTAL11 .�p'r 8. Area t apased #o be M ii igaked through Canv tional SWM Te.. niquea - I R � & R EXISTING CABLE TV PEDESTAL Fp '(egiOnxsa�zit,PorausoanctdApNerbl6cksaonaetegmceitedpwing3ri�trr{ leawithmaorstona lagicicttioesfi EXISTING WATER METER BOXES } CB#1 TYPE 1 S89035' of EXISTING SIDEWALK INSTALL IN CURB FLOWLINE iv EXISTING PLANTER TOP= MATCH EX. FLOWLINE IE= 212.83 METER DRY UTILITY TR N _ 0 BE INSTALLED 1'� VERTICAL CLEARANCE o Q 3 HORIZONTAL CLEARANCE u, TO BE MAINTAINED FROM I / RM / WET UTILITY „ S89"35129"E - 470.009 N. RIM CTR. SSMH=218.40 164TH PLACE S.W. FLOWLINE=209.38 / 1 SEE TYPICAL TRENCH SECTIO E4DMONDS STANDARD' l / STORM WATER DESIGN PER HANDOUT #E27A SMALL SITE TABLES 1-2 4 FIGURES 1-2 1771 GB TYPE I GB TYPE I-L O 1 2 5 10 15 25 50 F� u STORM AATF.R 4 UTI L I T1' PLAN 25 REGI RED A ECT GA HOMAS NASH STA E OF WASHINGTON cry W 00 00 r� 1 O V U co c, �° 49 U � 00 z tu v V1 UD tu tu 0 Q L Q dote,: I I -05-14 permit: re,visic)ns: 1 z-05-14 02-05-15 05-04- I S drawn b ahe,a Ge,:� by: Sl7 6-N !E;,f-tf--EET C A e .2 o� C.-P g4 2014 CURRENT DENSON R S 3 MAR 0 5 2014 BUILDING DEP/ WRIENT CITY OF EW'.0NDS SEE GENERAL NOTES SCALE: I" = 10'-0" WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENGE OVER SGALED DIMENSIONS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDING WITH THE WORK, OR THE GONTRAGTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. 164TH STREET S.W. 89' 56' 18" E N. RIM=205.56� ALL STOCK PILES TO BE COVERED WITHIN 24 HOURS NOTES . I. SITE EROSION CONTROL TO BE MAINTIANED 2. DIRECT ALL RUNOFF TO FILTER FABRIC. FENCE DURING CONSTRUCTION 3. NO DIRT, MUD, ROCKS, SOIL OR DEBRIS TO BE TRACKED INTO THE STREET GE= CONSTRUCTION ENTRANCE LEGEND PROPERTY LINE BOUNDARY SETBACK - 2140 EXSITING GRADE ------ NEW GRADE FF FINISHED FLOOR 9 TREE TO BE REMOVED ------------ TREE LIMIT OF DISTURBANCE TREE FENCING x SILT FENCE NOTE: SILT FENCE SHALL BE ADDED_ AS NEEDED PER EDMONDS STANDARD gl; o DETAIL E1.1 R--��---�� -1 0.30' / --7- S79° 9�E XLOT / 1 ,-Z14 S.F. LLJ _ 42„ � A D R4 A N 001 1 O d- N '%\ / 'mny V' ss°�s °O,� ry ry NOTE: SILT FENCE SHALL BE ADDED _ AS NEEDED PER EDMONDS STANDARD DETAIL E1.1 ADD FILTER SOCK PER EDMONDS STANDARD DETAIL E1.3 EXISTING CB GRATE=215.62 INV. 12" CONC. E.=212.39. INV. 12" CMP S.W.=212.21 INV. 12" CMP = 212.21 (NEW) [�C� 12�a ?&-4- enomwzlos 5'f"-vfttfs �t�TiFIL G 1.2 . OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE S89035 29"E — 470.00' _ N. RIM CTR. SSMH=218.40 FLOWLINE 209.38 164TH PLACE S.W. GUT AND FILL GALGULATI ONS GUT (EXGAVATION) 524 GY FILL ('(ARDS) 152 GY EXPORT 1-72 GY RESUB FEB 0 6 2014 BUILDING, DEPARTMENT CITY OF EDMONDS O 1 2 5 10 15 25 50 u CS AO I NCB, r-ROS I ON I$ 5El:)lMr-NT CONTROL. FLAN SEE GENERAL NOTES 50'ALE: 1" = 10'-0" 25 REGIST D AR'CT GA HOMAS NASH STA OF WASHINGTON 00 Ln c� W r� h�l M 11 C) 00 U �° C/7 � C� H a3 w P� 11 00 o z z tu K 0 lu K O c-z ow -1-1 Z z 't Z� 0 0 L QL dote :. I I -O✓-14 permit: rE%vlsions: 12-03-14 drawn by SD chE.c�ced �by: GN Sf-IP�f=T CO WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER 5CALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY 5UCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. 220' 215' 210' 12" IE = 212.21 (54 TOP= MATCH EX. FLOWUNE TOP= 21-I.8t " - 12"IE=212.21(NEN IE=212.b5 16"IE=215.10 5" IE = 215.10 STORM BRA I NACSE FOE (1..F. SCALE: I" = 10'-0" HORIZONTAL I" = V-O" VERTICAL 220' 215' 210' nmstl i��` 0 �►�r►�p111011 ►�i►9V'►�►� • ►0000♦®0�0♦000000e 1►0®000000000®♦♦♦0® ►00000000®♦o♦000®< ®♦000000+®00000+o `s�o}o+o�oao®os�oo®�°o�o�°e►�o`®�o ; . - r , � r - ; . 0000+000000000000 ►++00000+0000000A. • 1M vWIN °o+o+ov'7�®+���®�®®O,��►e®:oOo®�`��: w r " l0000000®0000♦'S'Oo •°+°+°+®+®+°+°�►®000®oos°000°o®o°s t • - ►0000 0000®o®o oo oo� i1♦♦oo+o0000000♦0♦ ►0000000eoeso♦oo♦< • a r m � w N .. �+00000000°®00000 i s FEB 062014 BUILDING ciTY OFDDEPARTMENT E�MONDS 12 REGISTERED ARCHITECT" GARY THOMAS NASH STATE OF WASHINGTON W cq cq h�1 11 M O U U � W ON �° � O A N U � v J o 00 z tu tu 11 .o lu i�tu w w - o � L Q date:: II-O�-14 permit: revisions: 12-0�-14 02-03-15 drawn by checked �by: SD CGN ShfF-� F�T C4 O � F1 1� I WRITTEN DIMEN51ON5 ON THIS DRAWING SHALL HAVE PRECEDENCE OVER 50ALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, M. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THE5E DRAWINGS. ANY SUCH VARIATION SHALL BE RE50LVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE COST TO MAX. HEIGHT 240.61' SEE SHEET Ab SECTION Sound/noise originating from temporary construction sites as a result of construction. activity are exempt from the noise limits only during the hours of 7:00am to 6:00pm on weekdays and 10:00am_and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits, unless a variance has been granted. Nothing in this permit approval process shall 'be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming, or unpermitted building, structure, or site co�cn ition wrich is outside the Fire sprinkler systems shall scope of the permit application, be extended, altered, or regardless of whether such building, 'augmented as necessary to structure, or condition is shown on maintain and continue the site plan or drawing. Such protection whenever the building, structure, or condition may building is altered, be the subject of a separate remodeled, or added to. enforcement action. IFC 901.4 APPROVED FIRE DEPARTMENT J21 6 TRIM . ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE S RE TREATED O R CEDAR . ENVELOPE PENETRATIONS. 2. CAULK AND SEAL ALL WINDOW / DOOR AND EXTERIORENE — — — — — — — — — — — — — — — _ — — 5. GLAZING PER STATE ENERGY CODE. a4. 5EPERATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MECHANICAL, AND ELECTRICAL. 5. PROTECTION FROM DECAY 15 REQUIRED FOR ALL 6" HORIZONTAL SIDING CULTURED STONE VENEER Temporary �—� I I — WOOD SIDING AND WALL FRAMING ;LESS THAN 2 FRONT ABOVE CONCRETE STEPS, PORCH SLABS, PATIO p ary address shall SLABS, AND SIMILAR HORIZONTAL SURFACES WHERE SHOWN INSTALL PER MFD. SPECS. be clearly visible from SEE GENERAL NOTES SCALE: 1/4" = I'-O" EXPOSED TO THE WEATHER. street during all phases of 6. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. construction. ENERGY CODE COMP7.IAN(y, 7. S.G. = SAFETY 6LA55 Failure to properly post All changes in plans and field house/building numbers modifications shall be approved by may result in no inspection the local jurisdiction. The design CEILING:_ �: �Ql i3$ 1�K'% G-NER�4L NOTES by the City Inspector. professional shall prepare drawings as WALL: ___Jt-Z 1 required for approval. FLOOR: 9�'10 _ I. ALL CONSTRUCTION PER APPLICABLE CODES AND Curb signage is SLAB: _ R -to rPts' lv►oG71 • ORDINANCES. 2012 IRG, UPC, W5EC, IPC. NOT acceptable IBC 107.4 GLAZING:—W:� 040 2. VERIFY ALL DIMENSIONS ON JOB SITE. BRING DISCREPANCIES TO THE ATTENTION OF OWNER/ _- — — — — — — — — — — — — — AND/Ok DESIGNER. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3. OWNER WILL VERIFY WINDOW SIZES AND MANUFACTURERS) WITH FRAMER BEFORE START OF CONSTRUCTION. 4. ONE WINDOW PER BEDROOM SHALL :MEET EGRESS CODE. LIVING ROOM TOP_PL. _ _ _ _ 5. SKYLIGHT GLAZING PER I.R.G. 2012. 6. TRU55 MANUFACTURER SHALL SUPPLY 5HOP DRANIN65 TO OWNER AND FRAMER TO REVIEW AND APPROVE BEFORE FABRICATION. TOP PL. — — — — ' ' _- _OHNER I LL LAYODUTSWITHIELECTRICALRIFY INSTALLER BEFORE INSTALLATION. 8. ALL EXTERIOR WARM WALLS TO BE 2 x 6 STUDS I6" O.G. TYPICAL. ADDRESS NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" AND B ON A GONTRA5TING PIN. PLR. 21BAGKGROUND PER IRO 51Q.1 "i.5' — — — — — — — — — SG2U,ARE FOOTAGE'S: I IVIwev ROOM TOP PL. — — — — — (5- (5.G) IL�L� Height verification shall be done by the applicant's agent/contractor and observed by the Building Inspector on site. PARTIAL I `l r—RONT ELEVATION 1 `t The agent/contractor shall set up the equipment (transit/builders level), establish the datum point, and the point of average grade. These items must be consistent with the approved plans. If the proposed height of a building (as shown on the plans) is within 12 inches of the maximum height permitted for the zone, an elevation survey is required. An elevation survey consists of three components to be conducted by a licensed surveyor. 1) Prior to construction, the surveyor shall establish average grade as specified in ECDC 21.40.030, and shall establish a reference datum point that will be undisturbed and can be freely accessed. 2) The surveyor shall locate the elevation of the first floor prior to the City under -floor inspection. 3) A final letter of height confirmation shall be provided upon completion of the structure. 0 (5.GJ 0 SEE GENERAL NOTES SCALE: 1/4" = 1'-0" III�I �IIl�ill - 1 1 ■I 1 1 NEON ■� �� MAIN FLOOR 2,373 SF TOTAL 2,373 SF OARAOE 636 SF TOTAL 3,00cf 5F —'- PROS-ED BY P NING ALL WORK SUBJECT ► z r h �( TO FIELD INSPECTION FOR RESS� A-3 � ,4_ COCO IRLi ICI rEB 0 6 2014 BUILDING DEPARTMENT CITY OF EDMONDS bx8 P05T (S-W O (S.GJ (5.GJ O (5.6) (547) 5G 5a Ix& TRIM 5AGK ELEVATION SEE GENERAL NOTES SCALE: 1/4" = 1'-0" Obtain SIectrical Permit from State Labor & Industries sOm 512 RFGI ' 1TECT GAR STA 0MAS NASH OF WASHINGTON J N 00 1 T � F�1 11 • M 0 r � 00 g o A O o?j U W V o 00 v OL all Z 4-1 Z 4 ri L_ Q date: permit: ravislons: 12-03-14 drawn by Ghe,r, by: GN E:, 1-11= :F= T .A& 2014 CURRENT DENSON RESU:: ,. DEC 04 2014 BUILDING DEPARTMENT CiTy OF P.DMONDS WRITTEN DIMENSIONS ON THI5 DRAWING SHALL HAVE PRECEDENCE OVER 50ALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMEN510145, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWIN65. ANY SUGH VARIATION SHALL BE RE50LVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. LIVING ROOM TOP TOP PL. FIN. FLR. 2115 LIVING ROOM TOP PL. TOP PL. FIN. FLR. 21'I.5' I &HT ELEVATION SEE GENERAL NOTES SCALE: 1/4" = 1'-0" LEFT ELEVATION SEE GENERAL NOTES SCALE: 1/4" = 1'-0" A permanent certificate, completed by the builder or registered design professional, shall be posted within 3 feet of the electrical panel. The following shall be listed: building envelope,(ceiling/roof, wall, floor, slab) and duct insulation R-values • window U-factors and solar heat gain coefficient (SHGC) • type and efficiency of water heater, heating and cooling equipment • duct leakage rates (including test conditions specified per R403.2.2) • building envelop air leakage rates (blower door test per R402.4.1.2) WSEC R401.3 A template can be found at the following: http://www.energy.wsu.edu/Documents/WSEC-2012- Avery-6878 4 Per Sheet. df NOTES 1. ALL WOOD EXPOSED TO WEATHER SHALL BE PRE55URE TREATED OR CEDAR. 2. CAULK AND SEAL ALL WINDOW / DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 3. GLAZING PER STATE ENERGY CODE. 4. 5EPERATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MECHANICAL, AND ELECTRICAL. 5. PROTECTION FROM DECAY IS REQUIRED FOR ALL WOOD SIDING AND WALL FRAMIN6 LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. -7. 5.6. = SAFETY 6LA55 CGENER.4L NOTES I. ALL CONSTRUCTION PER APPLICABLE CODES AND ORDINANCES. 2012 IRG, UPG, W5EG, UFG. 2. VERIFY ALL DIMENSIONS ON JOB SITE. BRING 015GREPANGIE5 TO THE ATTENTION OF OWNER/ AND/OR DE516NER. 3. OWNER WILL VERIFY WINDOW SIZES AND MANUFAGTURER(5) WITH FRAMER BEFORE START OF CONSTRUCTION. 4. ONE WINDOW PER BEDROOM SHALL MEET EGRESS CODE. 5. SKYLIGHT GLAZING PER I.R.G. 2012. 6. TRU55 MANUFACTURER SHALL SUPPLY SHOP DRANINC75 TO OWNER AND FRAMER TO REVIEW AND APPROVE BEFORE FABRICATION. ?. OWNER WILL VERIFY ELECTRICAL AND HEAT LAYOUTS WITH INSTALLER BEFORE INSTALLATION. 8. ALL EXTERIOR WARM WALL5 TO BE 2 x 6 STUDS 16" O.G. TYPICAL. 2512 RE IS O fCT GA QMAS NASH E Of WASHINGTON 0. W 00 0 Ln • M g o U (� o� U W � P 00 z K n` W V� O all V M L Q date : pE.rmit: I I —03-14 revisions:. 12—OS-14 drown by c,hoc i e,: �by: SD C7N �f-41=1=T Of A& 2014 CURRENT DENSON RESUB DEC 04 2014 SUILDINQ E4EPA11TM. NT DiTy or' 1 C101 i0NDS WRITTEN DIMENSIONS ON THI5 DRAWING SHALL HAVE PRECEDENCE OVER SGALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DWEN51ON5, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS ANW/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. POST- SEE PLAN A24 EACH 51 VE '(P BOLT, NUT, 4 WASHER EACH WAY ONiS�OLUMN /GOPAID / GOM MGTEPAGTE>�\ BACK FILL \ /BACK FILL I AL �fi�RUP5 15"XI5"XI2" PAD " \/ o 0 o a \/ \\ / •I I �_ _=1 I I —I i i—III— _ _ ' ' BEARING 501L = — 12" CONCRETE COLUMN CON__ G p kV 4 #4 PAD \o, LL Access shall be provided for all under -floor spaces. Openings through the floor shall be a minimum of 18"x24". The access cover shall be weather-stripped and insulated to a level equal to the surrounding surfaces. Openings through a perimeter wall shall be a minimum of 16"x24". IRC R408.4 WSEC R402.2.4 For mechanical access see IRC M1305.1.4. Crawl space ventilation openings shall not be less than 1/300 of the area of the space ventilated. Required openings shall be evenly spaced to provide cross ventilation, except one side may have no openings. The use of wood or metal louvers can reduce the net free area to below that required - see G2407.10. IRC R408.2 i 0 1'/ <'% IsXlsxl� \ / 1 I G�'0 Q U) / fj'/ SGALEs N.T.S. 0 Y � 4 a co o p� STHD� *A \ / 1 / LSTHDg\ / / �j'/ 0 �'/ \���° QNG• p� 4*4 �w Hardware and fasteners in Joists less than 18" and i Anchor bolts shall be at least '/2 -inch contact with preservative- beams less than 12" to grade I in diameter and extend 7 inches into .. treated wood shall be of and all wood exposed to concrete. There shall be a minimum hot -dipped zinc galvanized weather shall be of two bolts per plate, with one bolt steel, stainless steel, silicon preservative -treated or within 12 inches but not closer than bronze or copper., I . naturally resistant to decay. seven bolt diameters from the end of FOUNDATION NOTES IRC R317.3.1 IRC R317 IBC 2304.11 the plate. The bolt spacing shall not IBC 2304.9.5.1 exceed 6 feet o.c. and shall have a nut j I. PROVIDE GRAWLSPAGE DRAIN AT LOW POINT and 3"x3"x0.229" washers unless IN GRAWL5PAGE. — Vertical rebar must be ' engineered. Il2C R403�1.6 I I 2. SLOPE ALL GONGRETE STOOPS AND/OR PATIOS hooked and tied in place at 1/4" PER FOOT AWAY FROM DOORWAYS. time of footing inspection. 3. (1) VENT 15 TO BE LOCATED WITHIN 3 FT OF p, Maintain minimum 3" I EACH CORNER. clearance to earth, 1-1/2" to Joists shall have not less than 1.5 formwork for reinforcement. inches bearing on wood or metal 4. ALL WOOD• IN CONTACT WITH GONGRETE SHALL BE R403.1.3 R404.1.2.3.7.4 and 3 inches on concrete. Joists PRESSURE TREATED OR GEDAR. shall be prevented from rotating at 5.' PER IRG R319.1.1, ALL FIELD END GUTS, NOTCHES, AND the ends and at intermediate DRILLED HOLES OF PRESSURE TREATED WOOD SHALL support by approved hangers, 2 BE RETREATED IN THE FIELD IN AGGORDANGE inch nominal blocking, or WITH AWPA M4. attachment to a rim board. 6. FASTENERS INTO OR IN GONTAGT WITH PRESSURE IRC 502.6/502.7 IBC 2308.8 TREATED OR FIRE-RETARDENT WOOD SHALL BE OF A, HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL, -- SILICON, BRONZE, OR GOPPER. EXCEPTION - 1/2 INGH DIAMETER OR GREATER Footing drains are required around STEEL BOLTS concrete/masonry foundations that "1. PROVIDE SOLID BLOGKING UNDER BEARING WALLS. a, retain earth and enclose habitable or 8. PROVIDE 6 MIL. VISQUEEN VAPOR BARRIER 4 a usable spaces located below grade, or WITH 12" �- for crawl spaces when a minimum 6 OVERLAP AT SEAMS TO TOP OF FOOTING THRU-OUT GRAWLSPAGE. inch slope within the first 10 feet of ap the foundation wall is not achieved. a• ALL FLASHING TO BE IN GOMPLIANGE WITH 4 \ / A separate footing drain inspection by 2012 IRG, SECTION R-103.b. the Building Inspector is required. IRC R401.3 IRC R405.1 CRAWL SPACE \/E:NTILATION GALG'S \ 2570 SF OF GRAWL 5PAGE AREA ►S / fie' o \ 23-10 SF / 150 = 15.50 -� / / `►` �F�" \ ��' 15.50 / .75 = 21.07 SF 21.0-1 5F x 144 I N/5F = 3034 51 Qy �� \ 3034 51 TOTAL VENT AREA REQUIRED VENT AREA = 10b 51 EA. VENT 1,0° 3034 / 108 = 2&.OQ NUMBER OF VENTS REQUIRED 2,51 TOTAL VENTS PROVIDED \\ FLOOR FR4MIN6 NOTES: . 2x10 FLOOR JOISTS ® 16" o.G. TYPICAL �10 \ UNLE55 NOTED OTHERWISE W/ 2x \ STOCK SOLID BLOGKIN6 @ BEARING. \ TJI NOTES: _ Q I 0 � I 0 HD D�+\° fQ 4 04 zjv. d' G A6 0 I S - 50"X30" — — — — — — —C ---� v v 5'-0" 201-6" I I I / A6 I - 4" GONG. SLAB ON 4" GRANULAR BED / (n / -4 — I I I ON TAMPED GRADE SLOPE 5" TO O.H. DR. 4\ I I \ \ = " GONG. SLAE 4" CRAM FI ON ON I \ 2 ., Z0 SLOPE 1/ "EAR � a ,(p LS \\ THDg #4 STUB a Ib" 0.0 MP —l / 1+ J I I I LI I Q --_J GONT. FOOTING ---- ®O.H.DOOR— Soil bearing verification is subject to inspection by the Building Inspector prior to the placement of concrete. If the Building Inspector finds that the soils are questionable to support the specified load bearing pressure, verification by a geotechnical ' engineer will be required. . EDGE OF SLAB S O -O" p f- — — — I-4 AllPI-4" in CONT. FOOTING — — — — ®O.H.DOOR EDGE OF SLAB T'ydi PI-4" PI-4" 10'-4" a,-3„ ' 1'_10�" I'-10 " III-Ti 12'-6" - 9 1/2" (230) TJI FLOOR SYSTEM @ 16" O.G. UNLESS OTHERWISE 5PEGIFIED. SEE FIELD TJI LAYOUT FOR BRAGIN6, BLOGKIN6, AND CANTILEVERS. LAYOUT TO BE GIVEN TO LOGAL BUILDING DEPT. OFFICIAL AT FRAMING INSPECTION. r BEAM AND GONNEGTION NOTES ALL BEAMS THAT ARE NOT WINDOW OR DOOR HEADERS OR UNLESS GALLED OUT ON THE PLAN5,ARE TO BE EITHER BELOW PLATE (TOP OF BEAM IS FLUSH WITH TOP OF PLATE) OR ABOVE PLATE (THE BOTTOM OF THE BEAM 15 AT THE TOP PLATE OR IN THE FLOOR SYSTEM) ALL BEAMS TO WALL CONNECTIONS ARE TO USE G516 4" GONG. " ORA\ LAB -FILL EARI N STRAPS FROM BEAM TO THE SUPPORTING 5TUD/POST5 ON H ALL BEAM HANGERS ARE TO BE SIMPSON OR SIMILAR COMPACT SLOPE I/ #4 STUB 5 ETEEL E APPROVED HANGERS. THE CONTRACTOR 15 TO VERIFY ® 15" O.G. MAX. PRIOR TO GONSTRUGTION THE AVAILABILITY OF HANGERS GALLED OUT ON THE PLANS USE G516 STRAPS FOR SPLICED BEAM CONNECTIONS ti (AT SUPPORTING POSTS) LEGEND: BEARING WALL ABOVE — FLOOR LINE ABOVE MULTIPLE 2x STUDS 0 POINT LOAD (2) 2x TYP. UNLESS NOTED OTHERWISE PT. POINT LOAD ABOVE ABV. ® 4x4 P05T i 'd SHE`.AR NOTE:: D SEE SHEET LI FOR SHEAR WALL NAILING SCHEDULE 4 DETAILS A6 SHEAR LEGEND: PI-6" INDICATES SHEAR WALL ® REFER TO SCHEDULE )K )K —DENOTES HOLDOWN LOCATION; ® SEE PLAN FOR TYPE ®�-DENOTES STRAP LOCATION; N SEE PLAN FOR TYPE (BX) INDICATES 3x FRAMING MEMBERS; MUD SILL's, PLATE's 4 STUDS @ EDCGE5 Slab -on -grade floors shall be a minimum 3.5-inch thick concrete over a 6 mil vapor barrier and 4-inch base of sand/gravel/etc. There shall be a thermal -break for slabs inside a foundation wall, and if the slab is less than 24" below the exterior grade, 24" wide R-10 perimeter insulation must be provided. Slabs used as part of a hydronic heating system shall have R-10 insulation provided throughout the entire slab area. IRC R506 WSEC R402.2.9 WSEC Table R402.1.1 LOT LINE STAKES MUST BE IN PLACE AT TIME OF FOUNDATION INSPECTION 10UN1>AT I ON PLAN SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 12 REGI RED A H ECT G THOMAS NASH STATE OF WASHINGTON r ^ V J 00 N N Fri 11 M 0 1_1 U 00 ON go U O 4 o2j V W P- 00 z T OL Z zWill all L I dote: II-0�-14 permit: revisions: IZ-03-14 02-03-15 02-OE;-15 drawn by GheG#�ed by: ✓i7 GN A5 O 1= RESUB FEB 0 6 2014 BUILDING DEPARTMENT CRY OF EDMONDS WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK Provide the combustion air re( BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE VARIATION for the proper operation of p p p. DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL appliance(s). The minimum rec ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. volume per the Standard method cubic feet per 1000 BTU/hr. LEGEND: E3EAM AND OONNEOTION NOTES exhaust fans, clothes dryers, ALL BEAMS THAT ARE NOT WINDOW OR DOOR HEADERS kitchen ventilation systems intl BEARING WALL OR UNLE55 GALLED OUT ON THE PLAN5,ARE TO BE 'with the operation of applia BEARING WALL ABOVE EITHER BELOW PLATE (TOP OF BEAM IS FLUSH WITH TOP makeup air shall be provided. OF PLATE) OR ABOVE PLATE (THE BOTTOM OF THE BEAM fired appliances shall not be to - FLOOR LINE ABOVE IS AT THE TOP PLATE OR IN THE FLOOR SYSTEM) I in sleeping rooms, bathrooms, MULTIPLE 2x 5TUD5 o POINT LOAD ALL BEAMS TO WALL CONNECTIONS ARE TO USE G516 rooms, or storage closets,u (2) 2x TYP. UNLESS NOTED OTHERWISE STRAPS FROM BEAM TO THE SUPPORTING STUD/P05T5 specific installation requirement PT. LD. POINT LOAD ABOVE ABV. ALL BEAM HANGERS.ARE TO BE SIMPSON OR SIMILAR met. IRC G 2406.2 G2407.4 G240' SMOKE DETECTOR IIOV APPROVED HANGERS. THE CONTRACTOR 15 TO VERIFY IFGC 303.3 304.4 304.5 Q INTERCONNECTED W/ BATTERY PRIOR TO CONSTRUCTION THE AVAILABILITY OF BAGK-UP HANGERS GALLED OUT ON THE PLANS CARBON MONOXIDE DETECTOR IIOV USE G516 STRAPS FOR SPLICED BEAM GONNEGTIONS INTERCONNECTED W/ BATTERY (AT SUPPORTING P05T5) BACK-UP PER I R0315 - (5.6.) SAFETY GLASS Domestic dishwashing machines Vent all plumbing fixtures through VTo VENT TO OUTSIDE shall discharge indirectly through the roof per UPC 906.0 or with a an air gap fitting at or above the loop vent per UPC 909.0. Air FAN - VENT TO OUTSIDE flood -level of the sink or admittance valves are not permitted 50 GFM MINIMUM drainboard into a waste receptor, a unless first approved by the 4x4 P05T AT GIRDER TRUSSES, HIP MASTERS, ® OR BEAM ENDS OR USE (3) 2x. wye branch fitting on the tailpiece Building Official under an alternate WHERE LARGER POSTS ARE GALLED OUT, AN EQUAL WIDTH OF 244)65 MAY BE USED (IF A of a kitchen sink,. or a dishwasher method per UPC 301.2. bxb P05T 15 REQUIRED USE (4) 2x6). USE 2 STUDS AT EACH WINDOW CRIPPLE connection of a food waste grinder. UPC 414.3 I 0 „\O I �' SHEAR NOTE:: SEE SHEET LI FOR SHEAR WALL An exhaust hood/system of NAILING SCHEDULE 4 DETAILS >400cfm installed or'0 d' SHEAR LEGEND: required by the range or � cooktop manufacturer must PI"6p INDICATES SHEAR WALL be provided with makeup air �,0 ® REFER TO SCHEDULE equal to the exhaust air rate. IRC M1503.4 IMC 505.2 -DENOTES HOEDOWN LOCATION; ® SEE PLAN FOR TYPE -DENOTES STRAP LOGATION; ® SEE PLAN FOR TYPE i3 INDICATES 3x FRAMING MEMBERS; MUD 51LL'5, PLATE'S 4 STUDS ® ED6E5 NO 0 o' � �• 6 lip Hot water delivered from public -use lavatories, and all " bathtub fillers and showers shall be limited to a maximum temperature of 120 degrees F. (bidets 110 F.). The water heater shall not be considered a control for meeting this provision. UPC 408.3 409.4 410.3 421.2 mot: a,�o " s a .2 X \ Provide required makeup air in the laundry room. Louvered doors or openings/grilles into other spaces may be used to meet the requirements. Other limitations may arise if a gas dryer is installed. IMC 504.5 G2407.4 G2407.9.1 pp u5 " R,, „Dc 'rl O ), < f ., �g 1 + y \0 e '0 Provide Provide outdoor air inlets in all habitable spaces. IRC M1507.3.4.4 SO p 2 / gl a Q � �"� � �-, �o �• LSTHDg 0. LS \v 1+ c4, (a6� �?x6 Q� Ts �V 4 1 + 610 02 „0 s LSTj Showers shall be a minimum of 900 square inches and be capable of encompassing a 30 inch circle. The shower receptor shall have..a. finished darn, curb, or threshold between 2" and 9" above the top of the drain. The floor of the shower shall slope a minimum of '/4" and a maximum of '/2". Lining materials for built-up showers and shower seats shall be sloped, extend upward 3" above the horizontal surface, and over the top of the dam or threshold. Shower receptors shall be tested by filling with water to the top of the rough threshold while plugged at the drain. Protect the weep holes in the subdrain clamping ring from clogging. UPC 408.5 - 408.7 Provide one operable escape window in the basement and in each sleeping room meeting all of the following requirements: • An operable area of not less than 5.7 sq. ft. (5 sq. ft. for grade floor opening) • A minimum clear opening height of 24 inches • A minimum clear opening width of 20 inches • Not more than 44 inches between the finished floor and the bottom of the clear opening. Escape windows located under decks or porches must have a path 36 inches in height to a yard or court. R310 IBC 1029 tJ Prior to the framing inspection, the building must be dried in with a minimum of roofing, windows, and siding paper ,\.� installed. \ !11 ^ MIN. 6° 0 SED ARCH - - PENIN6- ° FO R FURu D Hn CO, vP LU 6020fAFMND IIIIIIIIIIIIII&E All through- and membrane - penetrations into fire -resistive rated construction shall be firestopped with an approved firestop system. -4 toy ° ° \ 'A Dy, A NO ¢0�` 0 / N Dwelling/garage se aration shall b t' d b GENE F;Z AL NOTES p e mama ne y installing Y2"gypsum wallboard -on the garage side from I. ALL EXTERIOR WARM WALLS TO BE 2x6 STUDS the foundation to the underside of the roof sheathing. 16" O.G. TYPICAL, WITH R-21 INSULATION. Ceiling of garages with habitable space above shall have 2. ALL HEADERS ON MAIN FLOOR TO BE 4x10 DF-L#2 5/8-inch Type X gypsum wallboard attached with 1-7/8 UNLESS NOTED OTHERWISE. inch 6d coated nails or equivalent drywall screws and the structural elements supporting the ceiling protected with''/z 3. PROVIDE SOLID BLOCKING UNDER ALL gypsum wallboard. Enclosed accessible space under stairs BEARING WALLS. shall have walls, under -stair surface and any soffits 4. INLINE FRAMING - SINGLE TOP PLATE STRAP o protected on the enclosed side with %2" gypsum wallboard. SPLICES AND CORNERS, EXCEPT AS NOTED Water resistant gypsum shall not be used as a tile backing FOR SHEAR TRANSFER. board where there will be direct exposure to water, or in 5. ALL GUARDRAILS PER MANUFACTURES SPECS. areas subject to continuous high humidity (showers, etc.). SUPPORT CAPABLE OF RE515TIN6 A SINGLE IRC R302 IRC R702.3.8.1 CONCENTRATED LOAD OF 200 LBS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF RAIL e alarms shall be installed in each sleeping room, e of each separate sleeping area in the immediate ty of the bedrooms, and on each level (including rents and habitable attics) in new construction and in ig dwellings when alterations, repairs or additions ing a permit occur. Smoke alarms shall be hard - with battery backup, and when more than one alarm is required within an individual dwelling :hey shall be interconnected. Discuss exceptions to )ower source requirements with the Building tor. IRC R314 IBC 907.2.112 6. FASTENERS INTO OR IN GONTAGT WITH PRESSURE - TREATED OR FIRE-RETARDENT WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON, BRONZE, OR COPPER. EXGEPTION - 1/2 INCH DIAMETER OR GREATER STEEL BOLTS. 7. PER IRG R317.1.1, ALL FIELD END GUTS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 8.- ONE WINDOW PER BEDROOM SHALL MEET EGRESS CODE PER 2012 IRG R310.1 q. UNDER ALL PARALLEL BEARING WALLS, USE DOUBLE J015T5 OR AS NOTED ON PLANS. DOUBLE JOISTS UNDER ALL NON -BEARING PARALLEL WALLS. Carbon monoxide alarms shall be 10. EXHAUST FANS LARGER THAN 5OGFM MAY BE installed outside of each 'separate CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS sleeping area in the immediate DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF vicinity of the bedrooms and on each OF FLEX DUCT IS 5" DIAMETER WITH MAXIMUM RUN OF 15' level in new construction and in 11. COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING existing dwellings when alterations, APPLIANGE5. repairs or additions requiring a permit occur, or when one or more sleeping 12. W5EG COMPLIANCE CERTIFICATE REQUIRED WITHIN 3' OF ELECTRICAL PANEL. rooms are added or created. IRC R315 15. ALL FLASHING TO BE IN GOMPLIANGE WITH 2012 IRG, SECTION R703.8. 14. ALL OPENINGS MADE IN WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, STRAINER PLATES ON DRAIN INLETS, TUB WASTE OPENIN65 TO GRAWLSPACE, AND METER BOXES TO COMPLY WITH UPC SECTION 315.1.2 GARAGE NOTES 1. GARAGE/LIVING SEPARATION, USE NO LE55 THAN 5/8" TYPE "X" GWB. WHERE THE SEPARATION IS A FLOOR - CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2" GWB OR EQUIVALENT. PER TABLE R302.6 2. WRAP POSTS, AND BEAMS W/ 1/2" TYPE "X" GWB 3. INSULATE ALL WARM WALLS AND GEILIN65 4. DUGTS IN THE GARAGE AND DUGTS PENETRATING THE WALLS OR GEILIN65 SHALL BE CONSTRUCTED OF NO. 26 GAUGE SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 5. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE SOLID WOOD DOORS NOT LESS THAN 1-3/8" IN. THIGKNESS, SOLID OR HONEYCOMB GORE STEEL DOORS NOT LESS THAN 1-3/8", OR 20-MIN FIRE -RATED DOORS WITH SELF GL051NG HINGES PER 2012 IRG R302.5.1. I. 'O' GLEARANGE FIREPLAGE WITH DIRECT VENT. 2. FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFAGTURER'5 SPEGIFIGATION5 AND SHALL HAVE APPROVAL LABEL ATTACHED. 3. FIREPLACES AND 5TOVE5 MUST BE D.O.E. APPROVED AND BE TESTED, CERTIFIED AND LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. HEATING NOTES I. INSTALLATION PER A5HRAE qOA-88 2. ALL PILOTS, BURNERS AND SWITCHES TO BE MINIMUM +18" ABOVE SLAB. 3. PROVIDE +18" PLATFORM OF 2 LAYERS 5/4" PLYWOOD, 1 LAYER IF PLATFORM IS ON SLAB. 4. PAN UNDER HOT WATER TANK PER 2012 UPC 507.4 IF ON A WOOD PLATFORM. 5. R4 INSULATION REQUIRED AT ALL HOT WATER PIPES IN UNHEATED SPACES PER 2012 WSEG SEC 403.4.2. 6. PRESSURE RELIEF VALVE TO EXTERIOR PER UPC SEC 608.5. 7. WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL 015PLAGEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER 1/5 AND LOWER 1/3 OF THE WATER HEATER. 8. FORGED AIR GAS HEATING SYSTEM; OUTDOOR AIR: OUTDOOR AIR INLET GONNEGT5 TO THE RETURN AIR PLENUM INCLUDING DAMPER. MINIMUM AIR EXCHANGE PER 2012 IRG, SECTION MI&O2 OUTDOOR AIR SUPPLY • d Q' o o a 0 p A MECHANICAL SYSTEM SHALL SUPPLY _ _ -1x8 O.H. DOOR i i OUTDOOR AIR AS REQUIRED BY 1- Gov - - - - - - - - ��+'O O N 2012 IRG, SECTION MI602 A TH15 SYSTEM IS TO BE INTEGRATED WITH o I I c9 THE FORGED AIR HEATING SYSTEM N I I MEOHANIOAL VENTILATION +F I I Q WHOLE HOUSE VENTILATION SYSTEM PER 2012 IRG, SECTION MI507 F g 1 I I 1 _ _ qo x 8o O.H.___ _ R DOOR COMBINED SOURCE SPECIFIC FANS LI I I LI F p INTER6ATED WITH FORGED -AIR HEATING SYSTEM 5 I I I I SGUARE FOOTAGE'S: A ' -dry • • \\\\\1%Im I\\\\\\\�\\ , \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\1 & AR4GE GONG I I d 10 -o° h e - PI-4u 4 i-4 -II I I o LI I I u U) I I a. I I A6 4�� sT PI-411 PI-4° y� MAIN FLOOR 2,313 SF 2,3-73 SF 636 SF TOTAL 3,OOCI 5F r� I -10 Hose bibs (exterior faucets) 10'-4" shall be frost -proof, self- I MAIN FLOOR PLAN 12'-611 13'-O" and Ve ai permanently affixed anti- SEE GENERAL. NOTES 37'-I" siphon device installed. UPC 603.5.7 50AL.E: 1/4" = 1'-0" ED �I ECT THOMAS NASH TATE OF WAS1 INGTON U� C/� w N w M o 00 C% B o i� U � v J o 14 z Z tu min < 0 � 0 Big O� 0 ZNt w -N L dot®: permit: I I re1/i810Y'18: I :2-03-14 0:2-03-1'✓- 02-0.�✓-I'�✓- drawn bSD Checked? •by: CGN Si-1�1=T A4 O 1= A& 2014 CURRENT DENSON RESUB FEB 0 6 2014 BUILDING DEPARTMENT CITY OF EDMONDS ON THI5 DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. - - VERIFY ALL DIMENSIONS, CONDITIONS, M. PERTAINING TO THE WORK ADDITIONAL PLUMBING REQUIREMENTS: -- ,. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE Attic access openings are re required for buildings with Exterior and bearing wall studs may be notched <25% and CONDITIONS SHOWN ON THESE DRAWING5. ANY SUCH VARIATION SHALL BE ® Main building shut-off required on water supply line. UPC 606.2 Return air shall be taken from inside the dwelling. Dilution of return air with outdoor air is permitted. Outdoor andq g - NNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR 5HALL return air shall not be taken from the follOWiri combustible ceilingor roof construction over an area >30 bored <40% of the stud width. Non -bearing wall studs GIBILITY FOR THE COST TO RECTIFY SAME. • Pressure reduction valve on main water supply line required by City code.: g' s ft. and .with a 30" verticals ace between ceilin and may be notched <40% and bored <60% of the stud width. • Closer than 10 feet from a plumbing vent or exhaust fan termination unless the air inlet is 3 feet below. q' p g An bore located <5/8" from the stud face is considered a -"- - • Expansion tank required on each hot water tank. UPC 608.3 . Where flammable vapors are present; or where less than 10 feet above a public way or driveway; or at grade by roof framing members. The rough -framed opening shall Y TRU55 NOTES kin shall be provided to cut off all concealed • Vent hot water tank relief valve directly to the outside. UPC 608.5 a sidewalk, street, alley, or driveway. be 22"x30" and located in a hallway or other readily notch. Rafters and joists may be notched in the outer irebloc g thirds of the span with a notch depth 1/6t" and a notch ALL TRU55E5 5HALL HAVE both vertical and horizontal) and to form • r heater must be seismically anchored or strapped at points • A closet, bathroom, toilet room, kitchen, garage, mechanical room, boiler room, furnace room, unconditioned accessible location. The access cover shall be weather- rd p p raft openings.(. Hot Ovate effective fire barrier between stories, and between a top within the upper one-third and lower one-third of its vertical dimensions. attic, or other dwelling unit. stripped and insulated to a level equal to the surrounding width 1/3 the depth of the member. Rafters and joists I. STRESS ANALYSIS AND DRAWINGS/DETAILS n pp surfaces. may be bored up to 1/3 the depth of the member no STAMPED BY A STATE REGISTERED ENGINEER. tory and the roof space. Fireblocking shall be provided At the lower point, a minimum distance of 4 must be maintained above • An area where the inlet is closer than 10 feet from anatural-draft hood appliance or solid -fuel appliance. » p I � n woad -frame construction in the following locations: the controls with the strapping. UPC II2C M 1602 IMC 401 IRC R807.1 WSEC 402.2.4 closer than 2 to each edge or to another bore. Top plates - --R -- - notched or bored >50% of the width must have a 16 a 2. MANUFACTURER'S STAMP ON PRE -MANUFACTURED �) In concealed spaces of stud walls and partitions, -. __ For mechanical access see Il2C M1305.1.3 g ' TRUSSES. • All pressure absorbingdevices e air chambers, mechanical devices, -" -- " -- (.g. strap, 6 inches past and fastened with 8-1Od nails at each ncluding furred spaces and parallel rows of studs or hammer arrestors) shall be accessible or installed per manufacturer. UPC Dryer ducts shall terminate outside of the building, 3 ft. from any openings into the building. The termination shall side of the opening. 3. BRACED TO MANUFACTURER'S SPECIFICATIONS. staggered studs as follows: have a backdraft damper and no screen. The dryer duct shall be a minimum .016-in. (27 ga.) thick, a minimum 4 -inches IRC R502.8 IRC R602.6 IBC 2308 609.10 Attic ventilation o in diameter, have a smooth interior finish have sections oined with the insert end in the direction of airflow without the less than 1/150 of the area of the 1.1 Vertically at the ceiling and floor levels. openings shall not be _ �_ 4. STRESS ANALYSIS AND DETAILS SHALL BE ® Minimum 1" air -gap required at dishwasher. UPC 414.3 J SUBMITTED TO BUILDING DEPARTMENT FOR 1.2 Horizontally at intervals not exceeding 10 feet. use of fasteners be supported at 4 ft. intervals and secured in lace and protected b nail plates that extend 2" APPROVAL AND SHALL BE KEPT ON SITE FOR pp � p p Y p space -ventilated. It may, be reduced FRAMING INSPECTION. 2) At all interconnections between concealed vertical and • Hose bibs (exterior faucets) are required to have a permanently affixed above/below bottom/top plates. The joints shall be sealed with UL181A listed mastic or tape. Dryer duct maximum to 1/300 if at least 50 percent showing girder truss/hip-master locations horizontal spaces such as occur at soffits, drop ceilings and anti -siphon device installed. UPC 603.5.7 lengths are 25 ft. for electric and 35 ft. for gas with deductions for fittings (or sized/length per manufacturer). If more than 80 p ent and not Truss layouts s o g g p followed shall be 1r.;:':alled andu orted per the percent of the required are not permitted to change and must be o 5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT cove ceilings. at the top to Soaker and jetted tubs pp p concealed, the equivalent length of the duct shall be permanently labeled or tagged within 6 ft. of the dryer connection. openings are at least 3 feet above the correctly. If the truss manufacturer requests to change, in PRIOR BUILDING DEPARTMENT APPROVAL OR 3) In concealed spaces between stair stringersmanufacturer's installation specifications. UPC 409.6 ERC M1502 M1601.4.1 62439 eave vents with the balance provided part or in whole, the layout shown, they must contact gthe ENGINEER CALCULATIONS. and bottom of the run. IMC 504 IFGC 614 by the eave vents. The net free cross- architect/designer to insure that the structural design of the 6. ALL TRU55ES SHALL HAVE 5IMP50N H-I CLIPS AT 4) At openings around vent, pipes, and ducts at ceiling and floor level, with an app roved material to resist the free ventilation area may also be reduced building is maintained. If the layout shown is changed, in ENDS, EVERY OTHER TRUSS, 48" O.G. WHERE END passage of flame and products of combustion. i to 1/300 when a Class I or II vapor part or in whole, the Building Division requires new TRUSSES ARE PARALLEL WITH WALL USE barrier is installed on the warm -in- SIMPSON L30 @ MID -SPAN. For additional requirements see IRC 302.11 engineering calculations and must approve he changes winter side of the ceiling.IRC R806.2 prior to the installation of the roof sheathing_ 7. USE SIMPSON STG CLIPS o ALL TRU55E5 OVER Fireblocking materials (except for item #4 above) shall NON -BEARING WALLS. consist of the following: 11i 8. TRUSSES SHALL BE LEGIBLY BRANDED WITH 1) Two-inch nominal lumber 2) Two thicknesses of 1-inch nominal lumber with broken �: �,�o ; MANUFACTURERS NAME, IN 2'-0 LOADS, AND � �'� � REQUIRED SPACING WITHIN 2'-O" OF THE CENTER O 9 �! SPAN ON THE BOTTOM CHORD. lap joints.. � 3) One thickness of 23/32-inch wood structural panels with cf. TRUSSES TO BE NON ATTIC STORAGE TRUSSES. joints backed by 23/32-inch wood structural panels. �\ MAXIMUM SPACE ABOVE THE BOTTOM CHORD 4) One thickness of 3/4-inch particleboard with joints backed b 3/,-inch particleboard. TRUSS TO BE LESS THAN HIGH AND \ � WIDE LOCATED IN THE PLANE OF THE TRUSS. Y 5) One -half -inch gypsum board. �\ ROOF FRAMING NOTES 6) One -quarter -inch cement -based millboard. ` 7) Batts or blankets of mineral wool or glass fiber or other �'� �\ �\� \S� *0- I. GUT RAFTER TAILS TO MATCH 2x TRUSSES. approved materials installed in such a manner as to be -lyo \O securely retained in place. IRC 302.11.1 2. CONNECTORS SHALL BE ENGINEERED BY IO TRUSSES MANUFACTURER. Note: Batt insulation can be used to meet the 10-foot - �' _ G Z horizontal flreblocking requirement. Unfaced fiberglass �, � _ 3. ROOF PITCH SHALL BE 6:12 UNLESS NOTED �'<�� �. 9 '' ik OTHERWISE. Batt insulation used as fireblocking shall fill the entire wall 9\ cavity to a minimum height of 16 inches measured O 4. USE SIMPSON H2.5 CLIPS ®48" O.C. AT ENDS OF Ivertically, and be tightly packed around any piping, Q \ 9 TRUSSES AND RAFTERS. v y, \ k+\O • it or similar obstructions. Loose -fill insulation conduit , ,y \�(p 5. USE SIMPSON L30 CLIPS TO CONNECT TRUSSES material shall not be used as a fireblock unless specifically AND/OR CEILING JOISTS TO PERPENDICULAR tested in the form and' manner intended 6 WALLS AT MID -SECTION. for use to demonstrate its ability to remain in place and to retard the i �g O spread of fire and hot gases. �\ \ �.�.\ ' p ` J f\Q -�\ 6. USE SIMPSON STG CLIPS AT NON -BEARING WALLS. 4 / 7. 2x8 RAFTERS o 24" O.G. / 2x8 CEILING JOISTS @ 24" O G TYPICAL UNLESS NOTED OTHERWISE "\ EI a 00 A6 ``J;� F� A-171a �. g O + \\ \S` -Y +\ ❑ �\ C 12 12 6� ❑�6 (0 it - I I ❑ II I 6 12 12.1 L I I ❑ Dc+\� � I � fVl NI XI I I XI �\ rl ❑ I I �I HIP MASTER 4 HIP A TER I I N \'\ o lc to PB-6 !�"xl0 ;7 61-5 II 15-1 4 2 DF-U.2 In new construction, stud wall cavities and spaces between solid floor joists shall not be used as a duct or an air plenum. In existing construction, stud wall cavities and spaces between solid floor joists used as air plenums shall not be used as supply air, not be part of a fire -resistance -rated assembly, not convey air from more than one floor level, and must be isolated from adjacent concealed spaces by fire blocking. Underground metal ducts must be protected from corrosion or completely encased in concrete 2 inches thick and sloped to an accessible point for drainage. Joints of ducts shall be sealed by means of tapes, mastics, liquid sealants, gasketing, or other approved closure systems and marked as follows: • Rigid fiberglass closures-181A-P, 181A-M, 181A-H • Flexible closures 181B-FX, 181B-M • Metal closures- 181B-C Metal ducts shall be fastened with three sheet -metal screws. Ducts shall be leak tested per RS-33 using the maximum leakage rates specified in WSEC Section 403.2.2 unless the air handler and all ducts are located within the conditioned space. IRC M 1601 IMC 602.3 IMC 603 WSEC 403.2.2 \ I N I I Q � X oe^ P MNTE _� Vf V. (MAXIMUM SPAN = 13'-79 8. PROVIDE DOUBLE RAFTERS UNDER DORMER CRIPPLE WALLS UNLESS NOTED OTHERWISE. q. MINIMUM 8'-O" SPLIGES AT BUILT-UP HIPS AND VALLEYS. NAIL TO6ETHER WITH 2 ROWS OF 16d NAILS @) 6" O.G. (OVER FRAMING) GONTINUOU5. 10. ROOF FLASHING SHALL BE PROVIDED AND COMPLY WITH 2O12 IRG, SECTION R703.8. LEGEND: ° BEARING WALL FLOOR LINE BELOW MULTIPLE 2x STUDS 0 POINT LOAD INDICATES 2x6 OVER FRAMING MAXIMUM SPAN UNSUPPORTED AT 24" O.G. = q'-7" O D.S. DOWNSPOUT ❑ R61 ROOF VENT 4x4 POST AT GIRDER TRUSSES o x+ AND HI IP MASTERS OR ll USE (3) 2x6 SHEAR NOTE: SEE SHEET LI FOR SHEAR WALL NAILING SGHEDULE 4 DETAILS SHEAR LEGEND: PI-i6" INDICATES SHEAR WALL ® REFER TO SGHEDULE -DENOTES HOLDOWN LOCATION; ® SEE PLAN FOR TYPE D - DENOTES STRAP LOGATION; c\6 ® SEE PLAN FOR TYPE INDICATES 3x FRAMING MEMBERS; (3X) MUD 5ILL'5, PLATE'S, $ STUDS @) EDGES Tabu 1; I Upper Roof Venting ROOF VENTING CALCULATIONS Roof Area 4154 sq.lit. Ventilation Required; 4154 sq./ft. x 144 sq bna300 1 98 E2 8 Ftltr ` 50% At 36 minimum Above Eawe (max W%) " 99611 sq.bn. 5Q°;e AE Ewes 996 96 sgJin. 19 Roof Jacks Q 60 sq.M Each c 950 sgAn.. 0... Standani comp Ridge Vent @ 17 sq hn Af 0 sq lin. 0 Metal Roof cadge Vent@ 29 sq.fin Af o sq tn, 0. Side Roof Half Vent @ 6 5 act An:Af ._.. .... 0 sq./in, 0. Lineal Ft of Eav3 Vetting @ 3.3 sq lin.lif. a s fin, q ((3) 2 die Holes per block a each bayJ ... .. _.. 0 Lineai Ft of Ea+a YertGn9 1<65 sq findif< O aq tPn. ((3) 2" dia Holes per block @ sit. bays] 3111 contiwo(es sofit Vent 610 sq lin Af 3110 5q lin. 0. ;Gable End Ven: 02 in, x 12 in.) x 749E o;sq.lin; 0. Cu a Pont. (30 in. ;r 32 m.) x 451% 0 Gatle End Vent (161n, x 24 in.)x 70TQ 0 sq.rh 0 Gable End Vent (24 in, x 24 in.) x 70°to 0 sgJim 7otat Venting 9 36" (min.),Above "Val 98q sq.tm. Total Ventin Eavos - 3110sq.iin; 7OTAL:SQJIN, OF VENTING PROVIDED 40 U;�tj.11ri; 5EE GENERAL NOTES SCALE: 1/4" = 1'-0 " ill l REGI!5 , CQB I T. 1AIA��l911 W 00 N m o U U W 00 g o �U C/7 C/� H 023 U W � o 00 z 4 son v V r� -N I date: permit: revisions: IZ-05-14 OZ-05-1 02-0✓-I5 drawn by SD GheG�ed �by: Gt�t Sf-l��T A.5 2014 CURRENT DENSON RESUB FEB 0 6 2014 BUILDING, DEPARTMENT C17'Y OF EDMONDS F DIMENSIONS ON THI5 DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. TOR 5HALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE NS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE D BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. 254.06' 3.5 12 _ TOP FL. MFD. TRUSSES PER PLAN R-4a INS. ® GEILING 5/8" G.W.B. ® GLG. I/2" G.W.B. ® WALL5 HALL. BDRM 2 O EDGE GOLD CURB = 21a.08' — — — — — — — — SUB FLR_ — — — — FIN. FLR. 21-11.5R-4q INS. ® FLOOR _ - - — FLR .J5T. PER PLAN -_ =III CRA AL SPACE III=1 I SECT I ON - A SEE GENERAL NOTES 284.08' SCALE: 1/4" = 1'-0" 254.06' 1/2" G.W.B. ® WALLS SEE GENERAL NOTES MFD. TRU55E5 12 PER PLAN I6 SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 254.06' 12 R- INS. GEILI G 6.12 a MFD. SSE 6 PER P AN MFD. TRUSS O TOP PL. — PER PLAN --rNV uj i 5/8" G.W.B. ® GLG. HIP MASTER 1/2" G.W.B. ® WALLS - STOR (SE R-21 INS. ®WALLS &AR46E EDGE GOLD CURB = 21a.0 ' SUB FLR. FIN. FLR. 21-15 R-4Q INS. ® FLOOR I I=III=1 1=III=1 11=III=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=III=1 11=1 11=1 11=1 11=1 11= CRAWL SPACE `: I I I -I I I -I I I -I I I -I I I -I I IEl I MI 11=111-111E1 I Fd 11=1 11=1 11=1 11=1 11=1 I F1 11=1 11=1 I I I I I FLR .JST. PER PLAN ., I ;III ;III ;III IIi 111 ; 111 .11 III,;,III,;,III,;,III,;,III,;,III,;,III -III- ... 111 111 ; 111 ; 111 ;, SCALE: 1/4" = 1'-0" 164th FL SN I CURB = 21ct.08' 1.312 1=1 1I- 5rGTION - C SEE GENERAL NOTES SCALE: 1/4" = 1'-0" ALLS RE E ATE HOAS NACSETpH OF WASINCTON N • M o U U 00 CN �° V J U U � o 0043 z t� u UL :z -IN tu 0 L date.: permit: revisions: 12-0�-14 drawn b SD r,he,c ika: l by: 6-N A& O 3= A& 2014 CURRENT DEN50N i- DEC 0 4 2014 WILDING DEPAF37MENT CITY OF EDMONDS 0 F WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER 51-ALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMEN51ON5 AND/OR CONDITIONS SHOWN ON THESE DRAWING5. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDIN6 WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RE-SPON51BILITY FOR THE COST TO RECTIFY SAME. 5Hr-AR AAL.L. 5CHr-DUL r= PER 150 20 (2 DATE: 06-27-12 GENERAL NOTES SEE PLANS TO DETERMINE THE DIFFERENT DE516NATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLOONN5. LOCATE HOLOONN5 AS CLOSE AS POSSIBLE TO THE END OF THE DES16NATED NALL. ALL HOLOONNS, ANCHOR BOLTS, DASHERS, 4 NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO 51DE5 PLYWOOD NAIL 5PAGIN6 SILL BASE HF#2 DF#2 MARK 7/I6" TOP BTM. BLKG. PLATE PLATE VALUE VALUE EDGE5 FIELD PLYND. PLATES REQ'D. ANCHOR BOLTS NAILING (#/LF) (#/LF) PI-6" 8d 6" 12" 6" 2x4 5/8" @ 48" (2) I6d @ 10" 225 255 PI-4" 8d 4" 12" 4" 2x4 5/8" @ 52" (2) I6d 0 7" 325 3c15 PI-3" ** 8d 3" 12" 3" 3x4 5/5" @ 24" (2) I6d (9 5" 41& 505 PI-2" ad 2" 12" 2" 3x4 3/4" 0 24" (2) I6d @ 5" 544 670 P2-6" ad 6" 12" 6" 3x4 5/5" ® 24" (2) I6d @ 5" 446 510 P2-4" 8d 4" 12" 4" 3x4 5/4" (9 20" (3) I6d @ 5" 650 7G0 P2-3" 8d 3" 12" 3" 3x4 5/4" @ 16" (4) I6d (9 5" 836 1010 P2-2" ad 2" 12" 2" 3x4 5/4" © 12" (4) I6d @ 4" 1088 1170 *NOTE: NALL5 WITH UNIT SHEAR OF 351#/ft. OR GREATER SHALL HAVE f=RAMIN6 MEMBERS (STUDS $ PLATES) ABUTTING PANELS NOT LE55 THAN 3X MEMBERS (PER IBC 2012 TABLE 2306.3) OR DOUBLE 2x (PER IBG 2012 - SECTION 2306.3 footnote I). 3X FRAMING WILL BE NOTED ON PLAN. "NOTE: HEM -FIR VALUES HAVE BEEN ADJUSTED AGGORIN6 TO IBC TABLE 2306.3 Footnote a.(3) SPECIFIC GRAVITY ADJUSTMENT FACTOR = [I-(O.5-S6)]; 56 FOR HEM -FIR = .43 PER AF4PA; [140.5-.43)1 = A5 I. USE POWER -DRIVEN STEEL 5TU05 AND NAILS BY HILTY OR RAM5ET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH J015T UNDER INTERIOR SHEAR WALLS. SHEAR HALL NOTES 7/16" 05B OR PLYWOOD SHEATHING - USE 8d .51 GAUGE COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL 9 12" O.G TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL 5PAGIN6 15 SPECIFIED AT PANEL EDGE5, USE 1 -1/2" &d 5HORT NAILS OR 3X STUDS WITH IOd COMMON NAILS. FOR 2" NAIL SPAGIN6, USE 3X STUDS AND 5TA66ER PANELS. WHERE PLYWOOD 15 2 51DE5 OF NALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE 8d COMMON NAILS @ 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR HALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR HALLS SHALL BE GRO55 BLOCKED AT 45" O.G. (p EDGES N/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE NA5HER5 AT ALL ANCHOR BOLTS. 5TAFLE SCHEDULE 7/16" 055 OR PLYWOOD 5HEATHIN6 ALLOWABLE SHEAR VALUES IV2 16 gage 5TAPLE5 - OF #2 STUDS 1%2 16 gage STAPLES - HF #2 5TUD5 6" o.G. - 155 #/ft. 6" o.c. - 127 #/ft. 4" o.c. - 230 #/ ft. 4" o.c. - 185 #/ ft. 3" O.c. - 310 #/ ft. 3" o.c. - 254 #/ ft. 2" o.G. - 3q5 #/ ft. 2" o.c. - 325 #/ ft. FIELD 5PAGIN6: 12" O.G. NAILS $ STAPLES. HOLDONN5 - INSTALL SIMPSON HOLOONN5 OR EQUIVALENT AT THE END OF SHEAR NALL5 WHEN SHOWN ON ORANIN65. TO ATTACH USE 2X OR 3X HF #2 CONSTRUCTION GRADES AS SHEAR NALL BOUNDARY ELEMENTS. HOLOONN5 ARE ONLY REQUIRED WHERE SHONN ON PLANS. PER FLOG PLAN 2x TOP PLATE — — NAIL SHEATHING TO MIN. 3.25"Al.25" HEADER ® 3" O.G. E.W. HEADER; EXTEND TO END WALLS . . . 3x OR (2) 2x I• STUDS TRUSSES OR • I I • RAFTERS PER PLAN • I I • I, ' CONNECT PLYWOOD u- ROOF 5HT6 - ,I W/ 8d NAILS ® 4" O.G. z PER SHEAR Wf • I • TO ALL STUDS, PLATES SCHEDULE d HEADERS IL - ,I APA RATED SHTG. fib" MIN. 24/0 EXP. I nl In p/ 2X BLKG. W/ II I:I II.I 5THDI4 WOOD TO CONCRETE GONNEGTORS n- O.G. YEN i?J° HOLES (RIP BL 1f OR EQUAL tJ (5) #4 VERTIGALS I•II II) I'I� I- 3x OR (2) 2x NG � PLATES; NAIL ASC A #4 HORIZ. SHEATHING TO 12" O.G. EACH PLATE- " 0 X 15" A.B. W/ 34" PLATE SHEATHIN6 PEi SCHEDULE T" IMBEDMENT N GONG. STEM WALL OF SLAB CONT. FOOTING H I &H STEM HALL (STHDI 4) ,LATERAL RESTRAINT FANEL SCALE: I" = P-0" 2X STUD WALL 16" O.G. TYf'. SHr=ARAAL.L. TO ROOF CONNrECTION SCALE: N.T.S. 3/4" MIN. TdG PLYWOOD 5UB-FL00R GLUED d NAILED - NAIL ® 6' EDGE d 12' FIELD W/ IOd NAILS 5HEARWALL 4 HOLDOWN PER PLAN 50LID BLOCKING J015T PER PLAN = MST STRAP PER (2) 2x TOP PLATES NAIL SHEARWALL TO CONTINUE TO� PER SHEAR NALL SCHEDULE FOOTING - REFER TO FOUNDATION PLAN FOR SIZE OF CONTINUOUS 2x6 ®I6" O.G. FOOTING PONY WALL P.T. fEATE ." . 4x4 P05T- TYP. U.N.O. ALL THREAD HOU2-5D525 HOLDOWN MIN. -In EMBEDMENT o FOOTING PER PLAN a � SEE PLANS HOLPOAN / ALL THREAD INTO FOOT I NIS G sGALi=: N.T.S. 12 RE TERED NITECT Q WAS NA S ATE OF WASHIN ON d� 00 N W r M hi�l M O 00 U o W su o2j U W � � P�00 o W 4 r n tu V !s -Ifs z z tu Z tu Q dr to : p�.rmit: I I-O�-14 revisions: drawn by checked SD by: CAN F= F:--?' O i= 2014 CURRENT DEN50N Ll RECEIVED NOV 0 4 2014 (DEVELOPMENT SERVICES COUNTER WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDIN6 WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. I RA 15r=P HEEL H 16HT OETA I L TRU55 @ 6 :12 I R00F OVERHANG @ 5:12 SCALE: I "= P-O" Sr,ALI=: ROOF OVERHANG @ 53:12 ROOF OVERHANG @ 6 :12 7A5L M 150'7.5.50 ) GONTINUOU5 WHOLE HOU5E MECHANICAL VENTILATION 51'5TEM AIRI=LOW RATE REOUIREMENTS DWELLING UNIT FLOOR AREA (SQUARE FEET) NUMBER OF BEDROOMS O-1 2-5 1 4-5 6-7 >7 AIRFLOW IN GFM < 1,500 50 45 60 -15 CIO 1,500 - 5,000 45 60 75 q0 105 5,001 - 4,500 60 75 q0 105 120 4,501 - 6,000 75 q0 105 120 155 II - 1,500 q0 105 120 155 150 > 7,500 105 120 155 150 165 FOR 51: 1 SQUARE FOOT = O.Og2cim2 1 GUBIG FOOT PER MINUTE = 0.000471cfm 5/9 3/4" P.T. PL zx4 STU] :2. 4x4 P., COLUMN i:)ETA I L SG?.LE: N.T.S. 2012 WSEG NOTES *CLIMATE ZONE 5 AND MARINE 4* FENE5TRATION 5KYLIGHT GLAZED CEILING w00D FRAMED FLOOR BELOW GRADE SLAB R-VALUE U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-VALUE R-VALUE NA" R-VALUE AND DEPTH 5H6C 0.50 0.50 NR R-4`l' " R-21 r R-SO 10/I5 R-10, 2 f F-EiT (R-58 VAULTED R-21 +TB H X AC: TABLE 406.2 ENERGY CREDITS HOUSES BETWEEN 1500 50FT AND 5000 SOFT REQUIRE 1.5 CREDITS OPTION 2A AIR LEAKAi ) CONTROL AND EFFICIENT VENTILATION- O Compliance based on R402.4.1.2s Reduce the tested air leakage to 4.0 dlr changes per hour maximum and All whole house ventilation requirements as determined by Section M1501.5 of the International Residentlal Code shall be met with a high efficiency fan (maximum 0.55 watts/cfm), not Interlocked with the furnace fan ventilation systems using a furnace Including on ECM motor are allowed, provided that they are controlled to operate at low speed In ventilation only mode. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventllation system. OPTION 5A HIGH EFFICIENCY HVAC EQUIPMENT. eas, propane or oil -fired furnace with minimum AFUE of C1556. 0.5 To qualify to claim this credit, the building permit drawings'shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency OPTION 5A EFFICIENT WATER HEATING. Water hooting system shall Include one of the following, 05 Gas, propane or oil water heater with a minimum EF of 0.62 or Electric water heater with a minimum EF of OAS. and for both cases All showerhead and kitchen sink faucets Installed In the house shall be rated at 1.15 GPM or less. Ail other lavatory faucets shall be rated at 1.0 GPM or less. b 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 and shall specify the maximum flow rates for all showerheads, kitchen sink faucets, and other lavatory faucets. INSTALL PR06RAMMABLE THERMOSTAT TO CONTROL HVA(:, SYSTEM L.16HTI NG REOU I REMF-NTS: SECTION 404 - ELECTRICAL POWER d 1-161-ITIN6 SYSTEMS 404.1 Interior Lighting: A minimum of '75 percent of all luminaries shall be high efficacy luminaires. VENTILATION: M1508.3 INTERMITTENTLY OPERATING VENTILATION SYSTEMS. THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY OPERATING VENTILATION SYSTEMS SHALL BE THE COMBINATION OF ITS DELIVERED CAPACITY FROM TABLE M1508.2, AND ITS VENTILATION EFFECTIVENESS AND DAILY FRACTIONAL OPERATION TIME FROM TABLE MI508.3 PERFORM BUILDING AIR LEAKAGE TEST (BLOT^=R DOOR TEST) IN ACCORDANCE TO WSEC ALL HOT WATER PIPES IN UNHEATED SPACES MUST PROVIDE DUCT 5EALIN(S AFFIDAVIT (IF APPLICABLE) BE INSULATED WITH R-4 INSULATION PER 2012 W5EC 5EC405.4.2 ` 2512 REGIS AR CT GAR Y WAS NASH ST OF WASHINGTON r r v J d N N `n W r ^ V J T � • M lh-1 O 00 C"o U O U A U CV yUCd a3 w v)00 o W z lu Z Ul if" 11113 a v- V� ul z ® w tu tu L fl.. dote: I 1-05-14 permit: revisions: drawn b SD GI'IeGiG�.by: GN Sf--IE-- E-HT I O� I 2014 CURRENT DEN50N NOV 0 4 2014 DEVELOPMENT SERVI COUNTER Boom WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER 5GALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, M. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. I 24" CARDBOARD BAFFLE ALLOW FOR I" AIR SPACE MIN. EXTEND 12" ABOVE INSULATION. —\ SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED TO WEATHER TOP PL. IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'6. W/—1 2" SCREENED VENT HOLES WITH 1/4" CORROSION RESISTANT METAL MESH GOVERIN6 FIN. FLR. TOP PL. (2) 2x TOP PLATE, LAP CORNERS,—� OFFSET END JOINTS BY 48" '46" 056. OR PLYWD. SHEATHING. NAIL 6" EDGE, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWI5E 2x STUDS (9 16" O.G. TYP. SIDING, SEE PLAN FOR TYPE 2x BOTTOM PLATE- 2x P.T. SILL, FIN. FLR. z_ 4"(1) D.S. TI6HTLINE, POSITIVE DRAIN TO STORM SYSTEM FIN. GRADE TO SLOPE AWAY FROM BUILDING �. N \/ 4" (P PERF. FOOTING DRAIN TILE W/ CLOTH COVER 4 GRANULAR COVER A5 REQ'D. BY SOIL CONDITIONS FJH AR FLAC434ENT PER DETAJL 02 ABOVE ROOFING MATERIAL FINISH PER ELEVATION ON 7/16" OBS SOLID GDX 24-0 PLYWOOD SHEATHING; 8d a (b"O.G. EDGE 8d a 12" O.G. FIELD 0/16" OSB AGX PLYWD @ EVES) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD /--WITH 8d NAILS, U.N.O. APPROVED TRUSSES BEARING MANUFAGTURER'5 SEAL. SEE ROOF FRAMING PLAN FOR SPAGIN6 INSLULATE PER WSEG. L. NG AREA FIRE BLOCK ALL VERTICAL OPENtNP 'iNt WALLS AT PLATES ANO FLOORS 2x P.T. SILL �..EN61NEETZED J015TS, SIZE AND /— 5PAGIN6 PER PLAN OR 2X JOISTS a V %2" 6YPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER 0 HALLS AND GEILIN65 L. I V I NCB AREA FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS J"X 10" ANCHOR BOLT W/ 3"X3 "X �" PLATE WASHERS a 48" o.c. NO LESS THAN 4�" $ NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. 7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALL5 - 5EE 5HEAR WALL NAILING SCHEDULE. 5/4" T$6 PLYWOOD SUB -FLOOR (GLUED 4 NAILED) NAIL 6" EDGE, 12" FIELD W/ IOd NAILS. 5/8"X 10" ANCHOR BOLT W/ 3"X3"X 1/4 " PLATE WASHERS a 48" o.c. NO LESS THAN 02" $ NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. 7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALL5 - SEE SHEAR WALL NAILING SCHEDULE. #4 REBAR @ 16" O.G. HORIZONTAL #4 REBAR @ 48" O.G. VERTICAL ° 1 3" MIN. GLR. TYP. #4 REBAR W "J" BAR ALL FOOTINGS TO BEAR ON BEARING SOIL WALL 6REATER THAN 4'-0" PER PLAN 2 5TZ� . 'rOUNI:)AT I ON SETA I L 61 50ALE: N.T.5. PER IRG R403.1.3 4 R403.1.3.1 IN5LULATE PER WSEG., 48" MAX. GRANL.5FA(fwE UNBALANCED (TALLER WALL5 PER PLAN) REBAR PLACEMENT ,—SEE DETAIL #2 ABOVE SEE FOUNDATION PLAN FOR BEAM SIZE $ P05T SIZE / 5PAGIN6 a0# FELT Z 6 MIL. POLY VAPOR BARRIER ALL REINFORCEMENT v MUST BE TIED IN PLACE FOR FOUNDATION INSPEGITON SEE FOUNDATION PLAN FOR FTC. / FOR 51ZE — ALL FOOTINC75 TO BEAR ON BEARIN6 SOIL 1 TYPICAL AALL Sr-C7ION5 6I SCALE: N.T.S. TOP FLANGE JOIST HANGER PER PLAN SOLID BLOCKING BRO. WALL ABOVE TYP. \—ENGINEERED JOISTS, SIZE 5PAGIN6 PER PLAN, z_ 2x4 GUSSET EA. 51DE Z _ "SIMP50N" H6AMIO POST TO GONG. — N �— SEE FOUNDATION PLAN FOR PAD 51ZE ALL FOOTINGS TO BEAR ON BEARING SOIL HANDRAIL: 1— GRIP 1%4" - 2" (1) PROJECTION FROM WALL NO LE55 THAN 1 %2". OPEN RAIL: I1 11 I OPEN SPACE BETWEEN PICKETS SHALL BE 1 I I LESS THAN 4" CLEAR I I 11 = II 11 II II � II iI 1i yl/ =i d' I1 11 �yi m II �ii 2X4 STOP 2-2X HEADER FLOOR JOIST FIREBLOCK STARS: ONCE IN TOP 4 BOTTOM OF RUN BETWEEN STRINGERS 4 ALONG RUN BETWEEN STUDS USABLE SPAGE UNDER STAIRS TO BE I HR FIRE CONSTRUCTION 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR GEILINC6) 5TA 1 R DATA I L- TYF I CAL 6I ScALE: N.T.5. M REBAR FLACT FEER DETAIL 42 ABOVE CAI; 4" GONG 4" GRAN 103/4" NOSING HANGER �-3-2x12 STRI N&ER5 Q LU 2X4 BLOGKIN6 Z (FIRESTOP) d) i —FIREBLOGK5 -,Z STA I R NOTES: RISER HE 16HT = 7-5/4" MAX. TREAD DEPTH = 10" MIN. RWAR PLACB-Wr PER DETAIL 02 ABOVE NA51-1 4 ARCH I TECT5 GENERAL NOTES: I. All construction per applicable codes and ordinances. 2012 IRG, IBC. 2. Verify all dimensions on job Site. Bring discrepancies to the attention of Owner and/or Designer. 3. Owner Will verify Window sizes and manufacturer(s) With framer before Start of construction. 4. One Window per bedroom shall meet egress code. 5. Skylight glazing per 2012 IBG. 6. Truss manufacturer shall supply shop drawings to Owner and framer to revleW and approve before fabrication. 7. Owner WIII verify electrical and heat layouts With Installer before installation. 8. Under all parallel bearing walls, use double joists or as noted on plan. Double joist (or extra TJI) under all non - bearing parallel walls. 9. TJI products to be installed per manufacturer's Installation guide and approved reports. 10. All metal connections to treated wood Shall be at a minimum; triple zinc ZMAX (6185 per ASTM A653); Hot Dip 6alvanze (ASTM A125 for connectors and A5TMI55 for fasteners and anchors. ILAll bathroom fans, kitchen hood, and dryer ducts shall be exhausted through the attic to the roof or through the floor system to an outside wall. All wall ducts shall terminate at least 36" from a WlndoW opening. CLIMATIC AND GEOGRAPHIC, DE516N CRITERIA: TERMITE: SLIGHT TO MODERATE DECAY: SLIGHT TO MODERATE WINTER DES16N TEMP: 17* I6E5HIELD REQUIRED: NO FLOOD HAZARDS: 2005 Ig92 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 50 DESIGN DATA: ROOF LOADS: LL 25#/SF (SNOW) DL 15#/SF TOTAL 40#/SF FLOOR LOADS: LL 40#/SF DL 10#/5F TOTAL 50#/5F DECK LOADS: LL 60#/5F DL 10#/5F TOTAL 70#/5F SOIL 1500 PSF CONCRETE: 2500 PSI AFTER 28 DAYS (51/2 SACK MIX) -5000 P51 FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT IS BETWEEN 5--1% (TABLE 402.2 IRG) MA50NRY : PER 2012 IBG STEEL : PER 2012 IBG (GRADE 40) WOOD : PER 2012 IBG NAILING : PER 2012 IRG NAILING PER TABLE R602.3(I), R802.10 WIND: 85 MPH SEISMIC: ZONE - DI V = see design calculations(Noll) WEATHERING POTENTIAL: MODERATE FROST LINE: 12" E.F.P.: 45 PSF 4" BEAM: DOU6LA5 FIR #2 fv = 1&0 fb = L100 P51 E = 1,600,000 6 BEAM: DOU61..A5 FIR #2 fv = 170 fb = 875 P51 E = 1,300,000 4" POST: DOU6LA5 FIR #2 Fr- II = 1350 PSI E = 1,600,000 6 POST: DOUGLAS FIR #2 Fc II = 700 P51 E = 1,300,000 JOISTS 4 RAFTERS HEM FIR #2 $ STUDS: fv = 150 fb = b50 PSI E = 1,300,000 6LU-LAM BEAMS: fv = 240 p51 fb = 2,400 psi (reduced by size factor, GF*KI) E = 1,&00,000 psi NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES WILL BE NOTED ON THE PLANS. I. SUBFLOOR: T86 PLYWOOD OR 055 APA RATED STUDD-I-FLOOR I6" O.G., 5/4" WALL $ ROOF SHEATHING: APA RATED 5HEATIN6 24/I6 7/16" RECERVED sNOV 042014 DEVELOPMENT SERVICES COUNTER