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121 3RD AVE N.PDF11111111IIII lill4864 121 3RD AVE N TAX ACCOUNT/PARCEL NUMBER: 0 BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR: -� oc)qo CRITICAL AREAS: DETERMINATION: ❑ Conditional Waiver ❑ Study Required E] Waiver DISCRETIONARY PERMIT #' DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) SOILS REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DA OTHER: BLOCK: LATEMP\DSTs\Fonns\Street File Checklist.doc PLANNING DATA New Commercial / Mulffamily SITE ADDRESS: I Z 1- 3 r" AK . N, ZONING: G USE(S) PROPOSED: ALLOWED?: Yzs LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N) CUP File: — To Allow What Uses?: — ADB FILE #: PARKING: Use: No. Spaces Required: X (floor area, # employees, etc.) = Use: No. Spaces Required: X (floor area, # employees, etc.) = Use: No. Spaces Required: X (floor area, # employees, etc.) = Use: No. Spaces Required: X (floor area, # employees, etc.) = Total Required: Actual Provided: SETBACKS: Required Setbacks: Front: Left Side: Right Side: Rear: Actual Setbacks: Front: Left Side: - Right Side: Rear: Street map checked for additional setback required? (Yes/No) MAXIMUM FLOOR AREA: Maximum Allowed: Actual: BUILDING HEIGHT: Maximum Allowed: Actual Height: Modulation Allowed?: Modulation Height: Datum Point: Datum Elevation: Elevator Penthouse > 3 feet over height limit? If so,VAR# LANDSCAPING: Matches ADB approved: Bid Provided? Bond Amount (100% bid): CRITICAL AREAS #: SEPA DETERMINATION: SHORELINE REQUIRED?: Continued ... I:\library\^PJandatNewComm.doc DATE: 1171a.t PLAN CHK#: 6 4 - lGG NAME OF BUILDING PERMIT APPLICANT: PROJECT DESCRIPTION: (*—*.e off g, h ah• .u«r.b4 � szu, b4;yu ADB FILE #: OR DATE WAIVED: PLANS MATCH APPROVED PLAN: SUBDIVISION: LOT AGGREGATION REQUIRED?: REDUCED SITE PLAN (8.5X11) PROVIDED FOR STREET FILE? OTHER: Plan Review By: I:\I ibrary\^PlandatNewComm.doc QII/ lz\ IN) Zs- O PARKING SPACES RrQ'D: i PARKING SPACES PROPOSED: _ m rn .. N J BARRIER FREE PARKING SPACES: F —, MD o 0 0 R D MR a k Z v -Z n v I =r 0 N N 18'-6" X N � RL 7 7 � 3 w .o o -� 3m M rn ID c') N —n N A m � M v M assumed property line (nts) assumed property line ZONE SETBACKS: FRONT SIDE REAR OTHER HEIGHT C a D c 0 0 APPROVED BY ENGINEERING Date: 28 G APPLICATION The Cityof Edmonds for SIDE SEWER PERMIT NEW CONSTRUCTION [:] REPAIRS 0 EASEMENT No ........................................... 113-04050 OWNER.......... Vernori-Elare ----------------------------------------------------------------------- --------------------------•----. CONTRACTOR........---•-------..........................................---•--............................... PERMIT No....................... ADDRESS .....1Z123rd--Ave...-N'.----•....................................................... LEGAL DESCRIPTION: LOT No............................................... BLOCK No............................................. • r� NAMEOF ADDITION.....---•...............................•-....-•----...................................---............................................... Dye Tested On Sewer 1972 Approved: DATE................................................ By.............---------......................--•---.................... —P P SITE CLASSIFICATION WORKSHEET SLdtZGf vvP?EYL Y1.ttNOFF N, pLoos F,24M -rm LOT 5 S WALL Ge V 1 a& L7 C0 5"C" T,,AT ""°ws o`yr- gp2 Corner Flag %I LIT. s xy m sysizm zone - - - - OIZ 2EMA1N ON -WO Ltajervr Setbacks Required Actual Oft 6ARA6e TO Be Front 5' Sides � — �� Rear 15 `i s' t .Other' Ibo S1 f-er gaYA lol "C--Weight 25 9 ate•' P LOT :. 48ar EXISTIIVd RESI'D E �• ' vE705TiNi�""� .OATW. Fri. J00�o TYPE AREA 09 i r-=, I NON -RE MAIM 2461 E7051rr REOILATEi7 2 REPLAG® 0 0 O MEN OUST W") —j —j ♦ IJ61 4 TOTAL 110m NLATO E AM AR5h MTIefATIM 0100a D a N DOf2m Or I or 0 6 eiae: aret R er - 0 6 PO LAM AM NOr VIT NI1MATm ' IJ61 1 e.PIWOF=6TEM=" 0 �, O fi. IZ5 - (P ✓P&Ao a (- [c srn 5f-+hoao--5 -fvr % - C.o VA yr eet Gt -on 9ag,r, 10uildiV19(w). NORTH N o kot cov-e,,r(,1gc. -fir. Cx YA rn.cvt.,+' A l bldg, rn SITE PLAN OD OWNER/CONTRACTOR IS RESPONSIBLE �. V - 2D1 a D FOR EROSION CONTROL AND DRAINA601: RESIDENTIAL PORTION PROPERTY OWNER SITE ADDRESS HEIGHT CALCULATION LOT COVERAGE CALCULATION TERESA FEL>ER AND JAY MURPHY IM Ord AVENUE NORTH PM:A A 46Od FAME ICE 126209 OGUAR! FWr I21 Ord AVOW NORTH EDMONDO, KAMN6TON 46020 FOUR - 0 4600' FRONT FOROH 12A6 OdlARE FEET E04OHM MAm"S'TON 4UR 8026 PO - O 46w REAR FOROM IMS2 SGUMM FEET P206) =41-664 POINT-0 "w TOTAL 10601 MANE FEET LEGAL DESCRIPTION TAX ACCOUNT NUMBER TOTAL SbqJw LOT ARIBA saveeo ealwE FAT . EDMONDS PLAT OP " OO'1 0-0I - LOr 4 00454400700401 304DO' DMOEO BY 4 - 4127 A8. LP98 N 15PTRQGORD9 OF ONONOWSH WLINTY. AVERAGE 6RAOE 412F • 2W-O' - LOT C0VERAGE AS A FEROINTME �f M W MAXIMUM AMOMAX 15OHr OF WT AREA - 26AS I194W ALT14L lam, A - BY j�j a -MI ER VEMM FREAK OCMI Applicant shall repair/replace all damage to �� � 1A 1�7`j7 s�ajl�c utilities'orfrontage improvements in City AUG 2 2013 10181(3 right-of-way per City standards that is caused or occur, during the permitted protect. us.TY O DEPARTMENT ly� CITY OF EDMONDS r�.w.•++-..�rm-+-wwwd-+.wwt': SWIxiF+-Aa-aYA�SIR-bi� l oo' APPROVED BY PLANNING X. $ DATE RECEIVED CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION OWNER NAME/NAME OF BUSINESS MAILING ADDRESS 01 X 5� CITY / ZIP TELEPHONE /� 601W'v4 _9� 4 ?O 6 NAME I ADDRESS��� CITY ZIP TELEPHONE �S `�So�: r--4-5�.33 NAME 1 CBL # ADDRESS CITY ZIP I TELEPHONE STATE LICENSE NUMBER .EXPIRATION DATE I CHECKED BY PROPERTY TAX ACCOUNT PARCEL NO. 0o b0 00 ❑ NEW RESIDENTIAL PLUMBING / MECH COMMERCIAL COMPLIANCE OR ❑ ❑ ADDITION CHANGE OF USE REMODEL ❑ MULTIFAMILY ❑ SIGN REPAIR GRADING ❑ CYDS FENCE ❑ ( X FT) ❑ DEMOLISH ❑ TANK ❑ OTHER ❑ GARAGE RETAININGWALL ❑ FIRE SPRINKLER ❑ CARPORT ROCKERY FIRE (TYPE OF USE...B Ip A.ACTN"I EXPLAIN: .w A, ...... ,A NUMBER - NUMBER OF CRITICAL OF DWELLING I AREAS STORIES UNITS NUMBER DESCRIBE WORK TO BE DONE qJ IPiA-IU=4 N& Stott, . /_zf 1_16 0 1°E UPS "i f i GG ( D IMF AF_51_� HEAT SOURCE GLAZING 96 LOT SLOPE % �i PLAN CHECK NO: VESTED DATE THIS PERMIT AUTHORIZES IvONLY 'THE WORK NOT THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT APPLICATION: 180 DAYS PERMIT LIMIT.I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS SEE BACK OF PINK PERMIT FOR MORE INFORMATION -APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF EDMONDS, WASHINGTON, ITS OFFICIALS. EMPLOYEES, AND AGENTS FROM ANY AND ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE DEEMED TO MODIFY, WANE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE NOR LIMIT IN ANY WAY THE CrTY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION. - I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION GIVEN IS CORRECT; AND THAT 1 AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. DATE SIGNED S�b.s/v /04 M"] PERMIT EXPIRES U USE PERMIT ZONE v NUMBER 1' JOB ADDRESS " r ✓ r� o PLAT NAMEISUBDNISION NO. LOT NO. LID NO. LID FEE $ PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TE Approved RW PorMt Required / Street Use Permit Req'd EXISTING PROPOSED inspection Required '� Sidewalk Required Underground REQUIRED DEDICATION FT METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED/ YES II] NO JIB REMARKS Z Z OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROLIDRAINAGE nAJ i -I5,'A!7 711n/01 ENGINEERING REVIEWED BY �j DATE FIRE REVIEWED BY DATE 1 �v t7 rL VARIANCE OR CU SHORELINE O AD INSPECTION' REO'D BOND POSTED ----�+. / Mrn, (QVIP ❑YES NO $ SEPA REVIEW COMPLETE EXEMPT SIGN AREA ALLOWED PROPOSED HEIGHT ALLOWED PROPOSED lvolq tfeLw No c 4e :XP LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.) ALLOWED PROPOSED FRONT SIDE REAR FRONT LIR SIDE REAR //U ckwx e NOne I No C z E PARKING LOT AREA P ING REVIEW D Y d RE� PRTED / 5 r/NL Ak ;141 �b f_tEMA► I e jf)kf3. L,){ Wt3 t 57(v(1'v1 a) 'o tre` i 17.50,OXO (3 re Ilrj/, dui K. i-rp�',T�TufP (�an TU f�(T if//' M9 j CHECKED BY I TYPE OF FQN$TRUCTION CODE OCCUPANT (r GROUP SPECIAL INSPECTION JAREA I OCCUPANT REQUIRED LOAD YES REMARKS PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REQ'D VALUATION * Q1_S /a L. Description FEE Description FEE Plan Check State Surcharge Building Permit City Surcharge Plumbing 50 Base Fee Mechanical c) Mau 2 Grading O Engr. Review Engr. Inspection Fire Review Plan Chk. Deposit Fire Inspection ' Receipt # Q (� Landscape Insp. Total Amt. Duefj- -7 %, S Recording Fee Receipt # APPLICATION APPROVAL GALL This application is not a permit until siq,ed by the Building Official or his/her Deputy: and Fees are paid. and FOR INSPECTION receipt is acknowledged in space provided. (425) OFFICIA � NAT T� L ; �G 6z 771 -0220 RELEASED BY TE ATTENTION EXT 1333 ! �, IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGAL - FILE YELLOW CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK. OWNER Ga1D.ASSESSIOR 09/03 oocec Lean _vni I ARE MAKING 4 CO IIN ES 1.0 GENERAL THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE OWNER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMEN51ONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. 1.1 CODES ALL METHODS, MATERIALS AND NORKMAN5HIP SHALL CONFORM TO THE REQUIREMENTS OF CITY OF EDMONDS: 2012 INTERNATIONAL BUILDING CODE (IRC), A5 AMENDED AND ADOPTED BY CITY OF EDMONDS AND THE STATE OF AA5HINGTON; A.G.I. 318, A.1.5.0. OITH EDITION, AND A.I.T.G. 3RD EDITION. 1.2 DESIGN CRITERIA A. LIVE LOADS ROOF (SNON) 25 P5F FLOOR RE5 40 P5F FLOOR DECKS 60 1`15F B. LATERAL LOADS: WIND DESIGN CRITERIA: I. BA510 WIND SPEED 85 mph 2. WIND IMPORTANCE, I N = 1.00 (CATEGORY 11) 3. WINDOW EXPOSURE 'B' 4. INTERNAL PRE5URE COEFFICIENT N/A (SIMPLIFIED WIND LOAD METHOD - I6011.6) 5. COMPONENTS AND CLADDING ZONE POSITIVE PRESSURE NEGATIVE PRESSURE I II.q PSF -13.3 PSF 2 1IA PSF -15.2 P5F 2 (OVERHANG) -24.7 P5F 3 1IA P5F -15.2 P5F 3 (OVERHANG) -24.7 PSF 4 13.0 P51F -14.1 PSF 5 15.0 PSF -17.4 PSF TOPOGRAPHIC EFFECT FACTOR K =1.OTZ SEISMIC DESIGN CRITERIA: I. SEISMIC IMPORTANCE, le = 1.0 SEISMIC USE GROUP 1 2. MAPPED SPECTRAL RESPONSE AGCELARATIONS 5=1.55g, 59 = .545, 3. SITE GLASS : D 4. SITE RESPONSE COEFFICIENTS: 5 ds = 1.031, 5 d1 =.545 5. SEISMIC DESIGN CATEGORY: D 6. BASIC 5E15MIG-FORGE-RE5TING SYSTEM: BEARING HALL SYSTEM 7. DESIGN BASE SHEAR: 16.6 KP5 6. SEISMIC RESPONSE COEFFIENTS: Gs =0.14 g. RESPONSE MODIFICATION FACTOR: R=6.5 10. SIMPLIFIED SEISMIC ANALYSIS RROCEDURE 1.3 SOIL DATA FOR LOCATIONS SEE 501L5 REPORT. SOIL BEARING @ CONT. SPREAD FOOTINGS = 2000 P5F. ALLOW 33-1/3% INCREASE FOR LOA125 FROM WIND OR SEISMIC ORIGIN. EQUIVALENT FLUID ACTIVE PRESSURE AND PASSIVE PRE55URE ARE 35 PGF AND 500 PGF, RESPECTIVELY. 2.0 SITE WORK 2.1 EXCAVATION EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM UNDISTURBED MATERIAL. AREAS OVER -EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (f'a = 2000 P51), OR BE STRUCTURALLY FILLED PER SECTION 2.2 AND SHALL BE AT THE CONTRAGTOR'5 EXPENSE. 2.2 BACKFILL AND COMPACTION BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL . IN AREAS UNDER SLAB5 OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE, PLACED IN 6-INCH LIFTS AND COMPACTED TO AT LEAST g5% OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO COMPACTION TEST, PROCEDURE T-I80. THE FILL SHOULD BE LIMITED TO GLEAN, GRANULAR MATERIAL. 3.0 CONCRETE 5 SACKS OF CONCRETE PER CUBIC YARD 3.1 GENERAL ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS FOR "ULTIMATE STRENGTH TYPE CONCRETE", PER AGI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING." PROPORTIONING OF INGREDIENTS FOR EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE GIVEN IN AGI 501. PLACE CONCRETE PER A0I-304 AND CONFORM TO AGI-604(306) WINTER CONCRETING AND AGI-605(305) FOR HOT WEATHER CONCRETING. CONCRETE SHALL BE PLACED TO AVOID SEGREGATION, HONEYCOMBING OR POCKETS. USE INTERIOR MECHANICAL VIBRATORS WITH '7000 RPM MINIMUM FREQUENCY. DO NOT OVER -VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE HOT OR GOLD TEMPERATURES FOR SEVEN DAYS AFTER POURING. PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATIONS FOR HI5 APPROVAL, OR USE JOINTS AS SHOWN ON THE DRAWINGS. ALL TIES AND ANCHORS SHALL BE OUT OFF FLUSH WITH THE SURFACE; SURFACES WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM IRREGULARITIES. 3.2 STRENGTH TWENTY-EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE: 5LA55 ON GRADE : 2000 P51; MAX SLUMP 3" (UNSUPERVISED) FOOTING 4 AALLS: 2000 P51; MAX SLUMP 4" (UNSUPERVISED) THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF POZZOLITH IS ADDED TO ALLOW HIGHER SLUMP AND GREATER WORKABILITY WITHOUT CHANGING THE WATER CONTENT OF THE ORIGINAL MIX DESIGN. PROPORTION MIX ACCORDING TO IRC A04. 3.3 MATERIAL: MATERIAL: CEMENT, WATER $ AGGREGATES PER AGI 501 A. CEMENT MUST CONFORM TO A5TM 150, TYPE I OR TYPE II. ENGINEER'S APPROVAL 15 REQUIRED FOR USE OF TYPE III CEMENT. B. WATER TO BE GLEAN AND POTABLE. G. COARSE AND FINE AGGREGATES TO CONFORM TO A5TM-033. 3.4 MATERIALS A. RATER REDUCING ADMIXTURES: MUST CONFORM TO A5TM-G4g4, POZZOLITH 344N, POZZOLITH IOOXR, OR POZOLITH 122HE. POZZOLITH SHALL BE INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH THE MANUFAGTURER'5 INSTRUCTIONS "SYNERGIZED PERFORMANCE SYSTEMS" CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOAABLE CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL. ADMIXTURES AND DOSAGES WILL VARY DEPENDING ON CLIMATIC CONDITIONS AND THE CONTRAGTOR'5 JOB5ITE REQUIREMENTS. MAXIMUM SLUMP FOR "5YNERGIZED PERFORMANCE SYSTEMS" CONCRETE SHALL NOT EXCEED 8". USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. AIR ENTRAINMENT: CONFORM TO A5TM-0260 AND ASTM-04414, MB-AE-10 BY MASTER BUILDER. ENTRAIN 5% +/- 1% AIR BY VOLUME IN ALL EXPOSED CONCRETE. G. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR APPROVAL 15 GIVEN BY THE ENGINEER. 3.5 REINFORCING STEEL DETAIL, FABRICATE AND PLACE PER A0I-315 AND A0I-318. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, 5PAGERS, OR TIES. A. STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STEEL, MEETING ASTM A615, GRADE 60 FOR #5 AND LARGER BARS, EXCEPT AS NOTED; GRADE 40 FOR #4 AND SMALLER BARS. SHOP DRAWINGS SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE 60 REBARS SHALL NOT BE BENT IN FIELD AFTER PLACING. B. REINFORCEMENT IN ALL AALL5, SLABS, AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOTH VERTICAL AND HORIZONTAL. G. LAPS: ALL TENSION SPLICES ARE ACCORDING TO AGI 318-501, CLA55 B AND ALL COMPRESSION 5PLIGE5 ARE 30 DIAMETERS, UNLE55 NOTED OTHERWISE. D. TRIM REINFORCING: AROUND ALL OPENINGS SHALL BE A MINIMUM 1-#5 TOP AND BOTTOM, EXTENDING 2'-b" BEYOND OPENING AT EACH CORNER. SEE TYPICAL DETAILS. E. WELDING: TACK WELDING OF REBAR 15 NOT PERMITTED UNLESS GALLED F. MINIMUM REINFORCING: INHERE REINFORCEMENT IS NOT SHOWN ON DRAWINGS, THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (AGI 318-801) SHALL BE REFERRED TO FOR PROPER REINFORCEMENT. G. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS FOLLOA5: 3" CONCRETE DEP051TED AGAINST EARTH 2" CONCRETE DEP051TED AGAINST FORMS BUT EXPOSED TO EARTH 1-1/2" TO TIES IN COLUMNS, AND TIED REBAR IN HALLS 1-1/2" FOR BARS IN SLA55 ON GROUND 5/4" INTERIOR FACE OF AALL5 H. WELDED WIRE FABRIC: A5TM-AI85 AND A5TM-A82 J. MINIMUM STEEL REQUIREMENTS FOR CONCRETE HALL USING #4 REBAR HEIGHT VERTICAL HORIZONTAL 0'-6' 15110.0. IS" O.G. 6'-11' 16110.0. 10" O.G. 3.6 FOUNDATION ANCHOR BOLTS 5/8" STEEL BOLTS, WITH 7" MIN. EMBEDMENT INTO CONCRETE. PROVIDE A MIN. OF (2) BOLTS PER SILL PLATE. ANCHOR BOLTS SHALL BE PLACED AT -12" O.G. FOR ONE STORY, 45" O.G. FOR TWO STORY RESIDENCES AND REFER TO LATERAL ENGINEERING FOR THREE STORY RESIDENCES. ADDITIONALLY, ONE BOLT MUST BE NO LESS THAN 'I" FROM EACH END OF EACH INDIVIDUAL SILL PLATE. ANCHOR BOLT AA5HER5 MUST BE A MINUMUM OF 3"x3" (SQUARE) x 1/4" (THICKNESS) 4.0 CARPENTRY 4.1 ROUGH .CARPENTRY ALL 2x FRAMING LUMBER SHALL BE STUD GRADE DOUG-FIR FOR STUDS AND STANDARD OR BETTER FOR PLATES OR AS SHORN ON THE DRAWINGS OR BELON. ALL 2" LUMBER SHALL BE KILN DRIED (KD) OR SURFACE DRIED (5D). EACH PIECE OF LUMBER SHALL BEAR THE STAMP OF THE NEST COAST LUMBER INSPECTION BUREAU 5HOAIN6 GRADE MARK OR APPROVED EQUAL. OTHER MATERIALS A5 5HONN BELOW 2x 4 3x STUDS - STUD GRADE DOUG-FIR 2x JOISTS - #1 DOUG-FIR 4 x 44 4 x 6 COLUMNS - #1 DOUGLAS FIR bx HEADERS - #1 DOUGLAS FIR 4x HEADERS - #2 DOU6LA5 FIR ALL EXPOSED MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 4.3 CARPENTRY HARDWARE A. BOLTS SHALL BE A5TM A-301. B. NA5HER5 SHALL BE MALLEABLE IRON AA5HER5(MIN). G. NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURER ONLY. D. LAG SCREWS, SHEAR PLATES - SEE NATIONAL DESIGN SPECIFICATION. E. ANCHORS AND CONNECTORS SHALL BE SIMPSON, TECO, BOWMAN OR OTHER IGBO APPROVED. F. PROTECTION HARDWARE EXPOSED TO WEATHER OR TO VIEW OR IN UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED. 4.4 MINIMUM NAILING - PER 2012 IRC 4.5 GLUE -LAMINATED TIMBER ALL STRUCTURAL GLUE -LAMINATED TIMBER, MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE KITH VOLUNTARY PRODUCT STANDARD P.S.56 "STRUCTURAL GLUED LAMINATED TIMBER", AND ALL MEMBERS SHALL BE MARKED WITH A QUALITY MARK THEREOF. ALL PLIES SHALL BE DOU61LA5 FIR COAST REGION. CAMBERS ARE AS 5HOAN ON THE DRAWIN65. ALL MEMBERS SHALL BE EITHER COMBINATION 24F-V4 (SIMPLE SPAN) OR 24F-V6 (CANTILEVERED OR CONTINUOUS SPAN) AS APPLICABLE. ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE GLUED WITH WATERPROOF ADHESIVE PER P.5. 56. ARCHES SHALL BE COMBINATION 24F-V8 AND HAVE EXTERIOR GLUE, ARCHITECTURAL GRADE. 5.0 MISCELLANEOUS VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND 5TIFFNE55 ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOR WALL OPENING, ARCHITECTURAL TREATMENT AND DIMEN51ONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR 51ZE AND LOCATION OF ALL OPENIN65-FOR DUCT5,-PIPES, CONDUITS, ETC., NOT SHOWN. 6.0 TABLE`OF AREAS \/ LIVING AREA 1735 SQUARE FEET EXI5ITN6 LIVING AREA 372 SQUARE FEET PROP05ED LIVING AREA 210-1 SQUARE FEET TOTAL GARAGE 45(b SQUARE FEET FRONT PORCH i3 SQUARE FEET REAR PORCH 121 SQUARE FEET GLAZING AREA 253.55 SQUARE FEET GLAZING AS A PERCENTAGE OF FLOOR AREA = 12.05% 2012 AA5HIN6TON STATE ENERGY CODE WINDOWS .50 'U' VALUE OPTION NO. 3 DOORS .20 V VALUE MEDIUM GAS, FURNACE O Q 0)�Q' yy Q by LOT 1� yy / y 00 J. PF by 0 FFL f /" Q �P / EXISTING C p may\ 1DRI VE p� y� LINE TYPE AREA (SQUARE FEET) I NON -REGULATED 2461 EXEMPT REGULATED 2 REPLACED O 0 B NEW (POST Icill) --> --> --> + 1,272 4 TOTAL REGULATED IMPERVIOUS AREA = 0 MITIGATION REQUIRED IF IN EXCESS OF 2,00� SF 5 TOTAL AREA MITIGATED BY EXISTING - 0 STORMWATER MANAGEMENT SY5TEM(5) 6 REGULATED ARE NOT YET MITIGATED = 1,272 7 AREA PROPOSED TO BE MITIGATED BY = 0 LOW IMPACT DEVELOPMENT TECHNIQUES 8 AREA PROPOSED TO BE MITIGATED THROU61-1 = 0 CONVENTIONAL SWM TECHNIQUES SITE PL SCALE: I" = 10'-0" PROPERTY OWNER TERE5A FELZER AND JAY MURPHY 121 3rd AVENUE NORTH EDMOND5, WASHINGTON 18026 (206) 22g-5664 LEGAL DESCRIPTION EDMOND5 PLAT OF BLK 007 D-01 - LOT 4 LE55 N I5FTRE00RD5 OF 5NOHOM15H COUNTY, WASHINGTON. LOT 5 ,5IAeFA1-,9 vvA-roZ YLLINOFI. FU& e2'OM -rHr GAV 4CIE 5H1°ILL r3� 019--CTI.:no 5uCH 7-NA7 714t' FWWS t--7UTgZ TNiF CITY 570RM syST(D\-; OrL W-UTMAIN oo� TlYC SUI i�CT PAY -E L. P OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE APPROVED BY PLANNING &•%1'�V12� - 10.15 2t713 R-5 •(0 5 �i-}'bac,l�5 f-D Y 9a,�g� I�ui 1�.rng. No lob' ��ti LA 'Lone 2 Corner Flag Setbacks R%1_4ired Actual APP .0 �A iP�EEI II C Front ti �- -- y Sides Fv-. Rear __-_L5 15' + i o Other ti� ]Hei t----- SITE ADDERSS HEIGHT CALCULATION 121 3rd AVENUE NORTH POINT - A g8.00' EDMONDS, WASHINGTON 118020 POINT - B g8.00' TAX ACCOUNT NUMBER 00434400'700401 POINT - G 016.50' POINT - D 616.50' TOTAL 355.00' 381.00" DIVIDED BY 4 = 417.25' A.G. AVERAGE GRADE g7.25' + 25'-0" = 122.25' MAXIMUM ALLOWABLE HEIGHT 114.16ACTUAL RIDGE ELEVATION f'` 0� 100 A fY C9 rn RESIDENTIAL PORTION ril LOT COVERAGE CALCULATION -wlRESIDENCE ' 1262.05 SQUARE FEET FRONT PORCH 12.68 SQUARE FEET REAR PORCH 121.52 SQUARE FEET rn TOTAL 1456.01 SQUARE FEET LOT AREA 53g8.80 SQUARE FEET LOT COVERAGE AS A PERCENTAGE OF LOT AREA = 26.q"7% SEE SHEET A-I.I FOR DETAILED BREAK DOWN RANDALL J. MUNSON BUILDING DESIGNER 17713 15TH AVENUE NORTHEAST SUITE 102 SHORELINE WASHINGTON 98155 (206) 349-4551 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR CONSTRUCTION PURPOSES BY THE CLIENT INDICATED, REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF DESIGNER, RANDALL J. MUNSON, IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. CONTRACTOR NOTICE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK, DO NOT SCALE DRAWINGS. REVISIONS No. Date Item GARAGE ZL 08.19.13 REVISION 2 GARAGE 10.08.13 REVISION w z W 0 U) W Z 0 Q Z Q N CD 00 06 C6 cy) Q z w = O O W 0 Z � Z 7- 0 W w NW �Z'S(0 ,� w- (0 > U) L0 O W Z N W ON T2a SITE PLAN GENERALNOTES PROJECT NO. . . DESIGN RJM DRAWN RJM ISSUE DATE ; 08.12.13 ' NOTES: GENERAL 1.0 GENERAL THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND AMONG THE DRAAIN65, SPECIFICATIONS, THESE NOTES, AND THE 51TE CONDITIONS SHALL BE REPORTED TO THE OWNER, WHO SHALL CORRECT SUCH DISCREPANCY IN ARITIN6. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWING5 PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR 15 RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. 1.1 CODES ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF CITY OF EDMONDS: 2012 INTERNATIONAL BUILDING CODE (IRC), AS AMENDED AND ADOPTED BY CITY OF EDMONDS AND THE STATE OF WA5HIN6TON; A.G.I. 515, A.1.5.G. 11TH EDITION, AND A.I.T.G. 3RD EDITION. 1.2 DESIGN CRITERIA A. LIVE LOADS ROOF (5NON 25 P5F FLOOR RES 40 P5F FLOOR DECKS 60 P5F B. LATERAL LOADS: WIND DESIGN CRITERIA: I. BASIC WIND SPEED 85 mph 2. WIND IMPORTANCE, I IN = 1.00 (CATEGORY I I) 3. WINDOW EXPOSURE 'B' 4. INTERNAL PRE5URE COEFFICIENT N/A (SIMPLIFIED WIND LOAD METHOD - 16001.6) 5. COMPONENTS AND CLADDING ZONE POSITIVE PRE55URE NEGATIVE PRESSURE I 11.01 P5F -15.3 PSF 2 11.41 PSF -15.2 P5F 2 (OVERHANG) -24.7 P5F 3 II.q PSF -15.2 P5F 3 (OVERHANG) -24.7 P5F 4 13.0 PSF -14.1 P5F 5 15.0 P5F -11.4 P5F TOPOGRAPHIC EFFECT FACTOR K =1.OTZ SEISMIC DESIGN CRITERIA: I. SEISMIC IMPORTANCE, le = 1.0 SEISMIC USE GROUP 1 2. MAPPED SPECTRAL RESPONSE ACCELARATIONS 5=1.55g, 5g = .545, 3. SITE CLA55 : D 4. SITE RESPONSE COEFFICIENTS: 5 ds = 1.051, 5 dl =.545 5. SEISMIC DESIGN CATEGORY: D 6. BASIC SEI5MIC-FORGE-RESTIN6 SYSTEM: BEARING WALL SYSTEM '1. DESIGN BASE SHEAR: 16.8 KP5 8. ' SEISMIC RESPONSE COEFFIENT5: Gs =0.14 g. RESPONSE MODIFICATION FACTOR: R=6.5 10. SIMPLIFIED SEISMIC ANALY515 RPOGEDURE 1.3 SOIL DATA FOR LOCATIONS SEE SOILS REPORT. 501L BEARING ® CONT. SPREAD FOOTINGS = 2000 PSF. ALLOW 33-1/3% INCREASE FOR LOADS FROM WIND OR SEISMIC ORIGIN. EQUIVALENT FLUID ACTIVE PRE55URE AND PASSIVE PRESSURE ARE 35 PGF AND 500 PGF, RESPECTIVELY. 2.0 SITE WORK 2.1 EXCAVATION EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM UNDISTURBED MATERIAL. AREAS OVER -EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (Vc = 2000 P51), OR BE STRUCTURALLY FILLED PER SECTION 2.2 AND SHALL BE AT THE CONTRACTOR'S EXPENSE. 2.2 BACKFILL AND COMPACTION BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL . IN AREAS UNDER SLABS OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE, PLACED IN 6-INCH LIFTS AND COMPACTED TO AT LEAST q5% OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO COMPACTION TEST, PROCEDURE T-I80. THE FILL SHOULD BE LIMITED TO GLEAN, GRANULAR MATERIAL. 3.0 CONCRETE 5 5ACK5 OF CONCRETE PER CUBIC YARD 3.1 GENERAL ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS FOR "ULTIMATE STRENGTH TYPE CONCRETE", PER AGI 501, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING." PROPORTIONING OF INGREDIENTS FOR EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE GIVEN IN AGI 901. PLACE CONCRETE PER A0I-304 AND CONFORM TO A0I-604(306) WINTER CONCRETING AND A0I-605(305) FOR HOT WEATHER CONCRETING. CONCRETE SHALL BE PLACED TO AVOID SEGREGATION, HONEYCOMBING OR POCKETS. USE INTERIOR MECHANICAL VIBRATORS WITH 7000 RPM MINIMUM FREQUENCY. DO NOT OVER -VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCE551VE HOT OR GOLD TEMPERATURES FOR SEVEN DAYS AFTER POURING. PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATIONS FOR H15 APPROVAL, OR USE JOINTS AS 5HOAN ON THE DRAWINGS. ALL TIES AND ANCHORS SHALL BE OUT OFF FLUSH WITH THE SURFACE; 5URFAGE5 WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM IRREGULARITIES. 3.2 STRENGTH TWENTY-EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE: SLA55 ON GRADE : 2000 PSI; MAX SLUMP 3" (UNSUPERVISED) FOOTING 4 WALL5: 2000 P51; MAX SLUMP 4" (UNSUPERVISED) THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF POZZOLITH 15 ADDED TO ALLOW HIGHER SLUMP AND GREATER WORKABILITY WITHOUT GHAN6IN6 THE WATER CONTENT OF THE ORIGINAL MIX DESIGN. PROPORTION MIX ACCORDING TO IRC, Ig04. 3.3 MATERIAL: MATERIAL: CEMENT, WATER 4 AGGREGATE5 PER AGI 501 A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE 11. ENGINEER'S APPROVAL 15 REQUIRED FOR USE OF TYPE III CEMENT. B. WATER TO BE GLEAN AND POTABLE. G. COARSE AND FINE A66RE&ATE5 TO CONFORM TO ASTM-G33. 3.4 MATERIALS A. WATER REDUCING ADMIXTURES: MUST CONFORM TO ASTM-04g4, POZZOLITH 344N, POZZOLITH IOOXR, OR POZOLITH 122HE. POZZOLITH SHALL BE INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS "5YNER6IZED PERFORMANCE SYSTEMS" CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOAABLE CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL. ADMIXTURES AND DOSAGES WILL VARY DEPENDING ON CLIMATIC CONDITIONS AND THE GONTRACTOR'5 JO55ITE REQUIREMENTS. MAXIMUM SLUMP FOR "5YNERGIZED PERFORMANCE SYSTEMS" CONCRETE SHALL NOT EXCEED 8 USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. AIR ENTRAINMENT: CONFORM TO A5TM-C260 AND A5TM-04414, MB-AE-10 BY MASTER BUILDER. ENTRAIN 5% +/- 1% AIR BY VOLUME IN ALL EXPOSED CONCRETE. C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR APPROVAL 15 GIVEN BY THE ENGINEER. 3.5 REINFORCING STEEL DETAIL, FABRICATE AND PLACE PER A0I-315 AND A0I-318. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. A. STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STEEL, MEETING ASTM A615, GRADE 60 FOR #5 AND LARGER BARS, EXCEPT AS NOTED; 6RADE 40 FOR #4 AND SMALLER BARS. SHOP DRAWIN65 SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE 60 REBARS 5HALL,.NOT BE BENT IN FIELD AFTER PLACING. B. REINFORCEMENT IN ALL WALL5, SLABS, AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOTH VERTICAL AND HORIZONTAL. G. LAPS: ALL TEN51ON SPLICES ARE ACCORDING TO AGI 318-8g, GLASS B AND ALL COMPRESSION SPLICES ARE 30 DIAMETERS, UNLE55 NOTED OTHERWI5E. D. TRIM REINFORCING: AROUND ALL OPENINGS SHALL BE A MINIMUM 145 TOP AND BOTTOM, EXTENDING 2'-6" BEYOND OPENING AT EACH CORNER. SEE TYPICAL DETAILS. E. WELDING: TACK WELDING OF REBAR 15 NOT PERMITTED UNLE55 GALLED F. MINIMUM REINFORCING: WHERE REINFORCEMENT 15 NOT 5HOAN ON DRAWIN65, THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (AGI 318-6q) SHALL BE REFERRED TO FOR PROPER REINFORCEMENT. 6. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS FOLLOWS: 3" CONCRETE DEPOSITED AGAINST EARTH 2" CONCRETE DEPOSITED AGAINST FORMS BUT EXPOSED TD EARTH 1-1/2" TO TIES IN COLUMNS, AND TIED REBAR IN WALL5 1-1/2" FOR BARS IN SLAB5 ON GROUND 5/4" INTERIOR FACE OF WALLS H. WELDED WIRE FABRIC: A5TM-AI85 AND ASTM-A82 J. MINIMUM STEEL REQUIREMENTS FOR CONCRETE WALL U51NG #4 REBAR HEIGHT VERTICAL HORIZONTAL 0'-6' 18" O.G. 18" O.G. V-q' 161, O.G. 10" O.G. 3.6 FOUNDATION ANCHOR BOLTS 5/6" STEEL BOLTS, WITH 7" MIN. EMBEDMENT INTO CONCRETE. PROVIDE A MIN. OF (2) BOLT5 PER SILL PLATE. ANCHOR BOLTS SHALL BE PLACED AT 72" O.G. FOR ONE STORY, 46" D.G. FOR TAO STORY RESIDENCES AND REFER TO LATERAL ENGINEERING FOR THREE STORY RE5IDENGE5. ADDITIONALLY, ONE BOLT MUST BE NO LE55 THAN 7" FROM EACH END OF EACH INDIVIDUAL SILL PLATE. ANCHOR BOLT WASHERS MUST BE A MINUMUM OF 3"x3" (SQUARE) x 1/4" (THICKNESS) 4.0 CARPENTRY 4.1 ROUGH CARPENTRY Y ALL 2x FRAMING LUMBER SHALL BE STUD GRADE DOU6-FIR FOR STUDS AND STANDARD OR BETTER FOR PLATES OR AS SHOWN ON THE DRAWINGS OR BELOW. ALL 2" LUMBER SHALL BE KILN DRIED (KD) OR SURFACE DRIED (SD). EACH PIECE OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST LUMBER INSPECTION' BUREAU SHOWING GRADE MARK OR APPROVED EQUAL. OTHER MATERIALS AS SHOWN BELOW 2x $ 3x STUDS - STUD GRADE DOUG-FIR 2x JOISTS - #1 DOUG-FIR 4 x 4 4 4 x b COLUMNS - #1 DOUGLAS FIR bx HEADERS - #1 DOUGLAS FIR 4x HEADERS - #2 DOUGLAS FIR ALL EXPOSED MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 4.3 CARPENTRY HARDWARE A. BOLTS SHALL BE ASTM A-307. B. WASHER5 SHALL BE MALLEABLE IRON AA5HER5(MIN). G. NAILS SHALL BE COMMON, AMERIGAN OR CANADIAN MANUFACTURER ONLY. D. LAG SCREWS, SHEAR PLATES - SEE NATIONAL DESIGN SPECIFICATION. E. ANCHORS AND CONNECTORS SHALL BE SIMPSON, TECO, BOWMAN OR OTHER 1050 APPROVED. F. PROTECTION HARDWARE EXF05ED TO WEATHER OR TO VIEW OR IN UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED. 4.4 MINIMUM NAILING - PER 2012 IRC 4.5 GLUE -LAMINATED TIMBER ALL STRUCTURAL GLUE -LAMINATED TIMBER, MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH VOLUNTARY PRODUCT STANDARD P.5.56 • "STRUCTURAL GLUED LAMINATED TIMBER", AND ALL MEMBERS SHALL BE MARKED WITH A QUALITY MARK THEREOF. ALL PLIES SHALL BE DOUGLAS FIR COAST REGION. CAMBERS ARE AS 5HOWN ON THE DRAWINGS. ALL MEMBERS SHALL BE EITHER COMBINATION 24F-V4 (SIMPLE SPAN) OR 24F-V6 (CANTILEVERED OR CONTINUOUS SPAN) AS APPLICABLE. ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE GLUED WITH AATERPRO F ADHESIVE PER P.5. 56. ARCHES SHALL BE COMBINATION 24F-V8 ANHAVE EXTERIOR GLUE, ARCHITECTURAL GRADE. 6.0 MISCELLANEOUS VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOR WALL OPENING, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR 512E AND LOCATION OF ALL OPENIN&S.FOR DUCTS, PIPES, CONDUITS, ETC., NOT 5HOWN. 6.0 TABLE OF AREAS LIVING AREA 1755 SQUARE FEET EX151TN6 LIVING AREA 372 SQUARE FEET PROPOSED LIVING AREA 2107 SQUARE FEET TOTAL GARAGE 441 SQUARE FEET FRONT PORCH 73 SQUARE FEET REAR PORCH 121 SQUARE FEET GLAZING AREA 253.5g SQUARE FEET GLAZING AS A PERCENTAGE OF FLOOR AREA = 12.05% 2012 WASHIN&TON STATE ENERGY CODE WINDOWS .30'U' VALUE OPTION NO. 3 DOORS .20 V VALUE MEDIUM GAS FURNACE Qh� / / Z ` Qi cc? / Q T LOT 1� �i 0 j PF S CO FFL Q 'P EXISTING' C �p DRIVE \\p\. �p yy W vIv•' 2 I � SITE CLASSIFICATION WORKSHEET LINE TYPE AREA (SQUARE FEET) I NON -REGULATED 246-1 EXEMPT REGULATED 2 REPLACED O O 3 NEW (POST 1a77) + I,I67 4 TOTAL REGULATED IMPERVIOUS AREA MITIGATION REQUIRED IF 1N EXCESS OF 2,000 5F = 0 5 TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(5) - O (0 REGULATED ARE NOT YET MITIGATED AREA PROPOSED TO BE; MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIRUES = O 8 AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SAM TECHNIQUES = O NORTH I T E L A IN SCALE: I" = 10'-0" PROPERTY OWNER TERE5A FELZER AND JAY MURPHY 121 3rd AVENUE NORTH EDMOND5, WA514INGTON g8026 (206) 22di-5664 LEGAL DESCRIPTION EDMOND5 PLAT OF BLK 007 D-01 - LOT 4 LE55 N 15FTRECORDS OF 5NOHOM15H COUNTY, WASH I NGTON. SITE ADDERSS 121 3rd AVENUE NORTH EDMONDS, WA5HINGTON °18020 LOT 5 SM MPAc.6 WA-rejL 12t, MFF F-tO S 1-TI,OM -roe C7► akc 6 .5:1ALI- LSE Gr.�z0t -rim c ITy STUTZ 1 SysrU1 Ott 12FMAlN or,) ri-M SU:61Px.;' y0ft- eL. P� P SIDE SEWER OWNEFIXONTI ACTOR IS RESPONSIBLE FOR EROSION COMOL AND DRAINXT TAX ACCOUNT NUMBER 00434400700401 HEIGHT CALCULATION POINT - A g8.00' POINT - B gB.OD' POINT - G g6.50' POINT - D 16.50' TOTAL 38g.00' 3801.00" DIVIDED BY 4 = 17.25' A.G. AVERAGE GRADE g7.25' + 25'-0" = 122.25' MAXIMUM ALLOWABLE HEIGHT 114.16ACTUAL RIDGE ELEVATION � 0� 0 6V 100 A ry� Date: Zone E�P *2- Corner •Flag Setbacks Required Actual Front o t _ �&o I + Sides rr' 5 ,2„ Rear 1, � I _ . - 150 APPROVED BY PLANNING Other t eaDD t - G : �OL�-�`� q I Bet IZ✓' - (0 5 'FDr RESIDENTIAL PORTIONr� g 9 LOT COVERAGE CALCULATION C wmmeffLial RESIDENCE 1262.05 SQUARE FEET FRONT PORCH 12.65 SQUARE FEET REAR PORCH 121.52 SQUARE FEET TOTAL 1456.01 SQUARE FEET LOT AREA 53g8.60 SQUARE FEET LOT COVERAGE AS A PERCENTAGE OF LOT AREA = 26.g7% SEE SHEET A-I.I FOR DETAILED BREAK DOWN RIESUB AUG 2 2 2013 BUCM OF EPOWNDS T RANDALL J. MUNSON BUILDING DESIGNER 17713 15TH AVENUE NORTHEAST SUITE 102 SHORELINE WASHINGTON 98155 (206) 349-4551 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR CONSTRUCTION PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF DESIGNER, RANDALL J. MUNSON, IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. CONTRACTOR NOTICE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK, DO NOT SCALE DRAWINGS. REVISIONS No. Date Item GARAGE 08.19.13 REVISION W () I z W 0 rr U) W T >- LL Z 0 CL Q T z r Q 5 N 0 00 (0 07 ©C Z 006 0 _ O 111 ~E 0 WU T _z JZ= NW 0 wwQ �`z�C° T Q w > C/) u') cn<ro W Z N c\j m LLV W TLu po SITE PLAN GENERAL NOTES PROJECT NO. DESIGN RJM DRAWN RJM ISSUE DATE : 08.12.13 ....... ....... THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND AMONG THE DRAWING5, SPECIFICATIONS, THESE NOTES, AND THE 51TE CONDITIONS SHALL. BE REPORTED TO THE OWNER, WHO SHALL CORRECT SUCH 015CREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER D15COVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR 15 RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. 1.1 CODES ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF CITY OF EDMONDS: 2012 INTERNATIONAL BUILDING CODE (IRC), A5 AMENDED AND ADOPTED BY CITY OF EDMONDS AND THE STATE OF WA5HINGTON; A.G.I. 318, A.1.5,0. 1TH EDITION, AND A.I.T.G. 3RD EDITION. 1.2 DESIGN CRITERIA A. LIVE LOADS ROOF (SNOW) 25 P5F FLOOR RE5 40 P5F FLOOR DECKS 60 P5F B. LATERAL LOADS: WIND DESIGN CRITERIA: I. BA51C WIND SPEED 85 mph 2. WIND IMPORTANCE, I N = 1.00 (CATEGORY 11) 3. WINDOW EXPOSURE 'B' 4. INTERNAL PRE5URE COEFFICIENT N/A (SIMPLIFIED WIND LOAD METHOD - 1601h) 5. COMPONENTS AND CLADDING ZONE POSITIVE PRE55URE NEGATIVE PRESSURE I IIA P5F -15.5 P5F 2 11.01 PSF -15.2 FSF 2 (OVERHANG) -24.1 P5F 3 IIA P5F -15.2 PSF 5 (OVERHANG) -24.1 PSF 4 15.0 P5F -14.1 P5F 5 15.0 P5F -11.4 PSF TOPOGRAPHIC EFFECT FACTOR K =1.OTz SEISMIC DESIGN CRITERIA: I. SEISMIC, IMPORTANCE, I& = 1.0 SEISMIC USE GROUP 1 2. MAPPED SPECTRAL RESPONSE AGCELARATION5 5=1.5541, 5s = .545, 3. 51TE CLASS: D 4. SITE RESPONSE COEFFICIENTS: 5 ds = 1.051, 5 dI =.545 5. SEISMIC DESIGN CATEGORY: D 6. BASK 5EI5MIC-FORGE-RE5TIN6 SYSTEM: BEARING WALL SYSTEM 1. DESIGN BASE SHEAR: 18.8 KP5 8. SEISMIC, RESPONSE COEFFIENTS: Gs =0.14 q. RESPONSE MODIFICATION FACTOR: R=6.5 10. SIMPLIFIED SEISMIC ANALY515 RPOGEDURE 1.3 SOIL DATA FOR LOCATIONS SEE SOILS REPORT. SOIL BEARING @ CONT. SPREAD FOOTINGS = 2000 PSF. ALLOW 33-1/3% INCREASE FOR LOADS FROM WIND OR SEISMIC, ORIGIN. EQUIVALENT FLUID ACTIVE PRE55URE AND PA551VE PRESSURE ARE 55 PGF AND 500 PGF, RESPECTIVELY. 2.0 SITE WORK 2.1 EXCAVATION EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWING5 OR TO FIRM UNDISTURBED MATERIAL. AREAS OVER -EXCAVATED SHALL BE BACKFILLED AITH LEAN CONCRETE (f'a = 2000 PSI), OR BE STRUCTURALLY FILLED PER SECTION 2.2 AND SHALL BE AT THE CONTRACTOR'S EXPENSE. 2.2 BACKFILL AND COMPACTION BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL. IN AREAS UNDER SLABS OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE, PLACED IN 6-INCH LIFTS AND COMPACTED TO AT LEAST 15% OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO COMPACTION TEST, PROCEDURE T-180. THE FILL SHOULD BE LIMITED TO GLEAN, GRANULAR MATERIAL. 3.0 CONCRETE 5 5AGK5 OF CONCRETE PER CUBIC YARD 3.1 GENERAL ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS FOR "ULTIMATE STRENGTH TYPE CONCRETE", PER AGI 901, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING! PROPORTIONING OF INGREDIENTS FOR EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE GIVEN IN AGI 501. PLACE CONCRETE PER A0I-304 AND CONFORM TO AGI-604(306) WINTER CONCRETING AND AGI-605(305) FOR HOT WEATHER CONCRETING. CONCRETE SHALL BE PLACED TO AVOID SEGREGATION, HONEYCOMBING OR POCKETS. USE INTERIOR MECHANICAL VIBRATORS WITH '7000 RPM MINIMUM FREQUENCY. DO NOT OVER -VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE HOT OR GOLD TEMPERATURES FOR SEVEN DAYS AFTER POURING. PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATIONS FOR HI5 APPROVAL, OR USE JOINTS A5 SHOWN ON THE DRAWINGS. ALL TIES AND ANCHORS SHALL BE GUT OFF FLUSH WITH THE SURFACE; SURFACES WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM IRREGULARITIES. 3.2 STRENGTH TWENTY-EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE: SLABS ON GRADE : 2000 FBI; MAX SLUMP 3" (UNSUPERVISED) FOOTING 4 WALL5: 2000 FBI; MAX SLUMP 4" (UNSUPERVISED) THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF POZZOLITH 15 ADDED TO ALLOW HIGHER SLUMP AND GREATER WORKABILITY WITHOUT CHANGING THE HATER CONTENT OF THE ORIGINAL MIX DESIGN. PROPORTION MIX ACCORDING TO IRC 1,104. 3.3 MATERIAL: MATERIAL: CEMENT, WATER 8 AGGREGATES PER AGI 501 A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE 11. ENGINEER'S APPROVAL 15 REQUIRED FOR USE OF TYPE III CEMENT. B. WATER TO BE GLEAN AND POTABLE. G. COARSE AND FINE AGGREGATE5 TO CONFORM TO ASTM-C33. 3.4 MATERIALS A. WATER REDUCING ADMIXTURES: MUST CONFORM TO ASTM-04g4, POZZOLITH 344N, POZZOLITH IOOXR, OR POZOLITH 122HE. POZZOLITH SHALL BE INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS "5YNER6IZED PERFORMANCE SYSTEMS" CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL. ADMIXTURES AND D05A6ES WILL VARY DEPENDING ON CLIMATIC CONDITIONS AND THE CONTRACTOR'S JOB5ITE REQUIREMENTS. MAXIMUM SLUMP FOR "SYNERGIZED PERFORMANCE SYSTEMS" CONCRETE SHALL NOT EXCEED 8". USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. AIR ENTRAINMENT: CONFORM TO A5TM-0260 AND A5TM-0414, MB-AE-10 BY MASTER BUILDER. ENTRAIN 5% +/- I% AIR BY VOLUME IN ALL EXPOSED CONCRETE. G. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLE55 PRIOR APPROVAL 15 GIVEN BY THE ENGINEER. 3.5 REINFORCING STEEL DETAIL, FABRICATE AND PLACE PER A0I-315 AND A0I-318. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, 5PACER5, OR TIES. A. STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STEEL, MEETING;.ASTM A615, GRADE 60 FOR #5 AND LARGER BARS, EXCEPT AS NOTED; GRADE 40 FOR #4 AND SMALLER BARS. SHOP DRAWINC75 SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE 60 REBARS SHALL NOT BE BENT IN FIELD AFTER PLACING. B. REINFORCEMENT IN ALL WALLS, SLABS, AND FOOTINC75 SHALL BE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOTH VERTICAL AND HORIZONTAL. G. LAPS: ALL TENSION SPLICES ARE ACCORDING TO AGI 318-8g, GLA55 B AND ALL COMPRESSION SPLICES ARE 30 DIAMETERS, UNLESS NOTED OTHERWISE. D. TRIM REINFORCING: AROUND ALL OPENINGS SHALL BE A MINIMUM 145 TOP AND BOTTOM, EXTENDING 2'-6" BEYOND OPENING AT EACH CORNER. SEE TYPICAL DETAILS. E. WELDING: TACK WELDING OF REBAR 15 NOT PERMITTED UNLESS GALLED F. MINIMUM REINFORCING: WHERE REINFORCEMENT 15 NOT SHORN ON DRAWIN65, THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (AGI 316-6q) SHALL BE REFERRED TO FOR PROPER REINFORCEMENT. G. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS FOLLOWS: 3" CONCRETE DEF051TED AGAINST EARTH 2" CONCRETE DEPOSITED AGAINST FORMS BUT EXPOSED TO EARTH I-1/2" TO TIES IN COLUMNS, AND TIED REBAR IN WALLS 1-1/2" FOR BARS IN SLABS ON GROUND 5/4" INTERIOR FACE OF WALLS H. WELDED WIRE FABRIC: A5TM-AI85 AND ASTM-A82 J. MINIMUM STEEL REQUIREMENTS FOR CONCRETE WALL USING #4 REBAR HEIGHT VERTICAL HORIZONTAL 0'-6' IS" O.G. IS" O.G. 6'-q' ](0110.6. 10" O.G. 3.6 FOUNDATION ANCHOR BOLTS 5/8" STEEL BOLTS, WITH 7" MIN. EMBEDMENT INTO CONCRETE. PROVIDE A MIN. OF (2) BOLTS PER BILL PLATE. ANCHOR BOLTS SHALL BE PLACED AT 12" O.G. FOR ONE STORY, 46" O.G. FOR TWO STORY RESIDENCES AND REFER TO LATERAL ENGINEERING FOR THREE STORY RESIDENCES. ADDITIONALLY, ONE BOLT MUST BE NO LESS THAN 7" FROM EACH END OF EACH INDIVIDUAL SILL PLATE. ANCHOR BOLT WA5HER5 MUST BE A MINUMUM OF 3"x3" (SQUARE) x 1/4" (THICKNESS) 4.0 CARPENTRY 4.1 ROUGH. CARPENTRY ALL 2x FRAMING LUMBER SHALL BE STUD GRADE DOUG-FIR FOR STUDS AND STANDARD OR BETTER FOR PLATES OR A5 SHOWN ON THE DRAWING5 OR BELOW. ALL 2" LUMBER SHALL BE KILN DRIED (KO) OR SURFACE DRIED (SD), EACH PIECE OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU 5HOWING GRADE MARK OR APPROVED EQUAL. OTHER MATERIALS AS SHOWN BELOW 2x $ 3x STUDS - STUD GRADE DOUG-FIR 2x JOISTS - #1 DOUG-FIR 4 x 4$ 4 x 6'GOLUMNS - #1 DOUGLA5 FIR 6x HEADERS - #1 DOUGLAS FIR 4x HEADERS - #2 DOUGLA5 FIR ALL EXPOSED MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 4.3 CARPENTRY HARDWARE A. BOLTS SHALL BE ASTM A-307. B. AA5HER5 SHALL BE MALLEABLE IRON AA5HER5(MIN). C. NAILS SHALL BE COMMON, AMERICAN OR GANADIAN MANUFACTURER ONLY. D. LAG SCREWS, SHEAR PLATES - SEE NATIONAL DESIGN SPECIFICATION. E. ANCHORS AND CONNECTORS SHALL BE SIMPSON, TEGO, BOWMAN OR OTHER ICBO APPROVED. F. PROTECTION HARDWARE EXF05ED TO WEATHER OR TO VIEW OR IN UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED. 4.4 MINIMUM NAILING - PER 2012 IRC 4.5 GLUE -LAMINATED TIMBER ALL STRUCTURAL GLUE -LAMINATED TIMBER, MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH VOLUNTARY PRODUCT STANDARD P.5.56 "STRUCTURAL GLUED LAMINATED TIMBER", AND ALL MEMBERS SHALL BE MARKED WITH A QUALITY MARK THEREOF. ALL PLIES SHALL BE DOUGLAS FIR COAST REGION. CAMBERS ARE AS SHOWN ON THE DRAWINGS. ALL MEMBERS SHALL BE EITHER COMBINATION 24F-V4 (SIMPLE SPAN) OR 24F-V8 (CANTILEVERED OR CONTINUOUS SPAN) AS APPLICABLE. ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE GLUED WITH WATERPROOF ADHESIVE PER P.S. 56. ARCHES SHALL BE COMBINATION 24F-V8 AND HAVE EXTERIOR GLUE, ARCHITECTURAL GRADE. 5.0 MISCELLANEOUS VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOR WALL OPENING, ARGHITEGTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL OPENINC75 FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN. 6.0 TABLE OF AREAS LIVING AREA 1i55 SQUARE FEET EX151TN6 LIVING AREA 372 SQUARE FEET PROPOSED LIVING AREA 2107 SQUARE FEET TOTAL GARAGE 441 SQUARE FEET FRONT PORCH 73 SQUARE FEET REAR PORCH 121 SQUARE FEET GLAZING AREA 255.5q SQUARE FEET GLAZING AS A PERCENTAGE OF FLOOR AREA = 12.05% 2012 WA5HINGTON STATE ENERGY CODE WINDOWS .50 'U' VALUE OPTION NO. 3 DOORS .20 V VALUE MEDIUM GAS FURNACE Q�y / e �y 2 Q � Q T LOT 1� yy O0 / PF FFL Q Q �P / EXISTING C DRIVE �A P yy / 9• M6/off �F 8„ Illy 61b,ca + l I I .ems' �iU,�t. �►. SITE CLASSIFICATION WORKSHEET LINE TYPE AREA (SQUARE FEET) I NON -REGULATED 2467 EXEMPT REGULATED 2 REPLACED O 0 3 NEW (POST 11-11) --) ->-> + Igo-7 4 TOTAL REGULATED IMPERVIOUS AREA = 0 MITIGATION REQUIRED IF IN EXCE55 OF 2,000 SF 5 TOTAL AREA MITIGATED BY EXI5TIN6 - 0 5TORMAA1 ER MANAGEMENT SY57EM(S) 6 REGULATED ARE NOT YET MITIGATED 7 AREA PROPOSED TO BE MITIGATED BY = 0 LOW IMPACT DEVELOPMENT TECHNQUE5 8 AREA PROPO5ED TO BE MITIGATED THROUGH = 0 CONVENTIONAL 5WM TECHNOUES 14ORTH S I T E 'w H`L A INJ SCALE: I" = 10'-0" PROPERTY OWNER TERESA FELZER AND JAY MURPHY 121 3rd AVENUE NORTH EDMONDS, AASHINGTON g8026 (206) 22a-5664 LEGAL DESCRIPTION EDMONDS PLAT OF BLIG 007 D-01 - LOT 4 LESS N 15FTRECORDS OF 5NOHOMISH COUNTY, WASHINGTON. SUI12r`At,V W11-rm t2uN0FP t=LowS FROM -r"C C-,A mAcnE SHAt4_ gr_ pjaCrTeD Suu+ THRT 1-ttz-:; FLAws er rEiZ -rrM C. rry S ro►2M SySTty Or- ►2l-lHM13 OM -rtM SCA63tC-T GARAGE FAr+-ZL-- P i P SITE ADDERSS 121 3rd AVENUE NORTH EDMONDS, AASHINGTON Q8020 I SEWER OWNER/COsTRAC-TOR IS RESPONSIBLE FOR EROS10"i1i ,QIJIW RIOL AND DRANAGI- TAX ACCOUNT NUMBER 00454400'100401 LOT E5 HEIGHT CALCULATION POINT - A g8,00' POINT - B g8.00' POINT - C g6.50' POINT - D g6.50' TOTAL 38g.00' 38q.00" DIVIDED BY 4 = 411.2V A.G. AVERAGE GRADE g7.25' + 25'-0" = 122.25' MAXIMUM ALLOWABLE HEIGHT 114.16ACTUAL RIDGE ELEVATION .00 A� r� to INEERING Date: A Zone-13P-2 Corner Flag Setbacks 1�tred Actual Front Sides � I5 Rear Other APPROVED BY PLANNIN t P_. - (c PAD- 2 5e.�oUc1G5 �C.�) -fir �uvllmer�ial Ja `�a ge RESIDENTIAL PORTION LOT COVERAGE CALCULATION RESIDENCE 1262.05 5QUARE FEET FRONT PORCH 12.68 SQUARE FEET REAR PORCH 121.52 SQUARE FEET TOTAL 1456.01 SQUARE FEET LOT AREA 5516.60 SQUARE FEET , LOT COVERAGE AS A PERCENTAGE OF LOT AREA = 26.11% SEE SHEET A-I.I FOR DETAILED BREAK DOWN RESUB AUG 2 2 2013 BUCITY OF E PDNIONDSNT RANDALL J. MUNSON BUILDING DESIGNER 17713 15TH AVENUE NORTHEAST SUITE 102 SHORELINE WASHINGTON 98155 (206) 349-4551 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR CONSTRUCTION PURPOSES BY THE CLIENT INDICATED, REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF DESIGNER, RANDALL J. MUNSON, IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. CONTRACTOR NOTICE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. REVISIONS No. Date Item GARAGE ZL 08.19.13 REVISION W 0 z W W , 0 CL Q N p 0 z 06 Q Z ft 0 wcr(D WZ L� WLli¢ N � QLijz�co > u) L9 O cn < 0 m C\I W OC m 0 U. U IW-Two SITE PLAN GENERAL NOTES PROJECT NO. . . DESIGN RJM DRAWN : RJM ISSUE DATE : 08,12.13 . . . . . .... .. .. . . .