Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit File BLD-2019-0753 1715 12th Street (2)
Address: 1715 12th St 0- 1'DIA. SONOTUBE TO 2'DIA BIGFOOT PIER FORM Parcels:P134224& 134225 ,.. z 0, 0 , CO cz) (TYP. 3 PL.) Lot Size:5,998 SF(14A) a) c\I L. 220" Lot Coverage:484 SF Addition ty).----- ' 0 L. %Impervious:8%Replacement . E .40 0— CITY OF ANACORTES c, -Q 0 -- 4'7-1/4" 3'5-1/2" 6'4" 3'2-3/4" r.7 -as i',717,SHAL: Lo c)- . ..Pfk:30VED PLANS • • - PERIVIIT 4: _ L u - 2_0 I q— o753 .a) ADDRESS: 1 I I a fik ,S+ -0 -0 .— -, 16"WIDE X 8"DP 0C cv CONCRETE FOOTING APPROVED BY: _an 7'4" 8"THK.X 2 HIGH SUBJECT TO FIELD Ir' ' C:-.'t ROVED PLANS CONCRETE WALL SHALL NOT BE ALTER,L) ; O AUIFORIZATIONIU #4VERTREBAR@4'o.a , FILE izr,_ 0 ct, ALT. HOOKS z 21 X 2'X 8"DP CONC. • 0 ,, PIER WI(2)#4 REra-ii; 2' 22'0" EACH WAY l'i'y P. 2 PL.) 7'4" - 11'0" "•e' z Q.) • 1 1.0 I 65 5,2 7,t- LI_ a ,.., (2)ROWS#4 REBAR -------- • ....z oes •..._-_..(i) cc _ .,.... L.L. 1/2"DIA ANCHOR BOLTS @ 4'0.C. Lo ••1-. 0.) 45 'cis 1'4" -,-- &I- L0-• E.3 .9. i/i • • 45 13 ci) ..._,) IN 0 (1) ,....) ,... ......., ......, ---- -0 Co 0 0 . • • Foundation Section _ - - \ ,, ' 74:':iiit01 Scale: 1"= 11 Gct..,..:,....._;,_:,8,T:E; -- 8'6" - ll 6" 16" 8'6" -- 2'0" . • A„,:4!, •I Foundation Plan II i Nov 1 5 2019 'Pe. Z cl) i 0 CO IL Scale: 1/4"= 1' rTrY OF ANAGOWIES ii 15461 a 4'4" 4'0" (16)RISERS @ 7-3/16" tea, (15)TRDS @ 10"(V.I.F.) Q9 0 Q) N O3'6" UP 3 B� O Al BEAM SCHEDULE a� R1 5,5 x 16 PSL 2.2 E -c2 o — B1 3,5 x 9.25 GLB DF/DF 24F-V4 z ELEC B2 4 x 8 DF #2 BY INSP. C) W/H - B3 4 x 8 DF #2 5'6" 5'9" B4 4 x 8 DF #2 BY INSP. a 0 _ B5 5,5 x 9,5 PSL 2.2 E a EL`N 1 B6 5,5 x 9.5 PSL 2,2 E boo "aBg - Bs B7 4 x 8 DF #2 BY INSP, _ +� Be 4 x 8 DF #2 NCO co cz 4:11) — 3i B9 4 X 8 DF #2 BY INSP. j Cl N B10 4 X 8 DF #2 BY INSP, N B11 4 X 12 DF PT 06 t-. O 4"THICK CONRETE FLOOR B12 4 x 12 DF PT 22'0" 11'0" (I) 10'6" F1 24" x 24" x 8" CONC. w/(2) #4 8 BAR EA. WAY. L.; ct3 GARAGE DI a) Q o _ _ cv CD � B7 M -+-• N O t— Q) 1 — N I 5'9„ 8'X 7'0/HEAD DOOR 8'X 7'0/HEAD DOOR a_ ti o 5-1/2"X 9-1/2"PSL OVER 5-1/2"X 9-1/2"PSL OVER 'a) ' ca v rmB5 O BI �0 C) , , L. co 4.; 5:,&,3/4 10.,6-1/2 5 8-3/4 4 Fps- s mil t Q OF 1 ,,e "0 c o 3X SILL — .22'o° — 3X SILL ,,,9e- I <y, , 44(P7L 14.4"q ct, c-Nw .1st Floor(Garage) Plan -484 SF -F�FG/S .y ` =SMOKE DETECTOR a) =CO/SMOKE DETECTOR (16) RISERS @ 7-3/16" a (15) TRDS @ 10"(V.I.F.) Z (3) 5 =EXHAUST FAN VENTED TO EXTERIOR o cU CV ENERGY NOTES DN 0 a 6' 4„ IN ADDITION TO THE PRESCRIPTIVE REQUIREMENTS 2 Au n 2 . OF THE WA STATE ENERGY CODE, THE.5 ADDITIONAL CREDITS REQUIRED FOR ADDITIONS UNDER 500 SF I B4 1 _ -Q o ARE ACHIEVED USING OPTION la. OF TABLE R405.2 (U=0.28 MIN.AND FLOOR INSULATION=R-38)AS kR - NOTED ON PLANS. rri��s co 0 518,. 7 3 -- rs7 BDRM .HQ) KITCHEN oJ , a) 10' 4-1/8" o B3 - �� 1D' 3-1/2" --- — c�a c\I z co 1 - 22"X 30" '.• U? ATTIC Q Ci U �6 ACCESS eN- 4-0 BF vj 22' 0" J r CO 1 0 N CLOSET 12' 1" u) 0 SLOPED C'LG 5 2' 4" Du Pw,,2, /O) A a 4' 4-1/2"- Q df r^a . 1,kirG_ 1 'vl\-17:'::::' yam'�— o LIVING Q — _ - 4'SWrZ ENC.7_. N ti 7' 9-7/8" Q(2 ) Co 7' 0�' r r 4 3 "4 3'VAN NC\J ,;� (2J 2-6 x 5-o SR-i - _ Co c co cb 4.95 SF CLR OPN'G EA IC) - MINU=0.28 0- O I Bu n g1 co 11' 0" 11' 0" 1114 x, 7/^ { i;:', 22' 0" cti o 'il1 Q O 2nd Floor (ADU) Plan IONAL o Scale: 1/4" //��7 9' (c' L1-- l ef N V i O WEST PROPERTY LIN r z z m� •w O y p a� - O0 ' m • • • • • •moo • sue \^y` • 44. • a — n nil' m c 0) O z „P/G-L,PE J002j O d010130V 'E'Nid-1HJ13H 1N101 irrIL �,t;� i � ce` Parcels P134224 & 134225 Owner.- SEan & Katrina Riddle Rear(South) Elevation 1715 12th Street 1715 12h St. Drawn by:: George Bourque Sheet 4 of 10 Anacortes, WA 98221 Anacortes, WA 98221 November 1, 2019 W 0 0 0 O O m 0 0 T 0) 7 rOr o) s, 0 O a7 C O co m I Iz CDi I 1 0 „IA-2.,t7Z d00 dO 801 0134112:1O N1 -1HOI3H 7b101 I1 1 it-.,ay�� add S +�;sg' P' d C� ��/'�IH� y ""1 tt! 'fir m� ,'� ! pa: .' i -\--.3;,'::^k 4' it 1. Parcels P 134224 & 134225 Owner. SEan & Katrina Riddle i Rght (West) Elevation 1715 12th Street 1715 12h St. Drawn by:: George Bourque Sheet 5 of 10 Anacortes, WA 98221 Anacortes, //A 98221 November 1, 2019 `I O O 13 17 0 o m to 1-t 0 o dp n .., IV II yin z ii Q 9 I' 4 ry o q 8 P rn rn O - - w \\\ 1 yN c acl 1,\\ 2 L_ 1 Q ` — ::". , \__ y I —1, I 1 I — N wt 0�7 -i O n - cn m dOON dO d01013OVd NH-1l-1013N 7b'101 .r.`_ c., .tea �' sV LY u : Parcels P134224 & 134225 Owner: SEan & Katrina Riddle Front Elevation 1715 12th Street 1715 12h St. Drawn by:: George Bourque Sheet 6 of 10 Anacortes, WA 98221 Anacortes, WA 98221 November 1, 2019 0 o o m X In rn b cn m • X � w c a • i es , . R V (n • m • • • dOOLI d0 d01 0130V210'NH-1HOl3H 1Vi01 6,a s k e e9ajx,R.'ry. Tc:9 v . Parcels P 134224 & 134225 Owner. SEan & Katrina Riddle Left (East) Elevation 1715 12th Street 1715 12h St. Drawn by:: George Bourque Sheet 7 of 10 Anacortes, WA 98221 Anacortes, WA 98221 November 1, 2019 NOTES a) 1.) ALL CONSTRUCTION TO CONFORM TO IRC2015 ROOF SECTION(TYP.) a AND APPLICABLE STATE&LOCAL CODES. 30 YR.ASHALT COMP. SHINGLES m o 2.) WHERE PLANS AND STRUCTURAL ENGINEERING 5.25" X 16" PSL RIDGE\ 15#FELT PAPER a�N ARE IN CONFLICT, THE STRUCTURAL ENGINEERING 7/16"OSB SHEATHING WI CLIPS o SHALL PREVAIL. 12 2 X 8 DF RAFTERS @ 24"0.C. Q) 6 2X6DF CEILING JOISTS @24"O.C. . I R-49 BLOWN-IN INSULATION -- GYPSUM WALLBOARD 12 10 p 2 X 12 DF RAFTERS @ 24"O.C. R-38 FIBERGLASS BATT INSULATION a) 1'4" WALL SECTION(TYP.) H2.5 RAFTER TIES 1/2"GYPSUM WALLBOARD • Q 4 X 8 DF HDRS (2)2 X 6 DF PLATES 2 X 4 INT. PART R-21 FIBERGLASS BATT INSUL. 2X6DF STUDS @ 16"O.C. RIDGID INSULATION 7/16"OSB SHEATHING TYVEK OR EQUAL VAPOR BARRIER cry o 2 X 4 SHOE COMPOSITE SIDING L..: CZ FLOOR SECTION(TYP.) 3/4"T&G OSB SUB FLOOR 4X 10 DF BEAM Lo 9-1/2"BCI 5000 I-JOISTS @ 24"O.C. N R-38 FIBERGLASS INSULATION `- �' coMAN 5/8"FIRECODE SHT. ROCK T,p'. >( // c7" a' °p I 0s rn 4X4DFPOST N !1/2"ANC. BOLTS @ 4'O.C. W/ABU44 B' d' N 3 X 3 X 1/4"GALV. WASHER T;= ;-iL co o � (2)2 X 6 P.T. SILL Qcq, r` U (13 OVER COMP. SEAL i Q "' co:1 erg - , 0 4.\ 0 co Construction Section t_ z Scale: 1/4"= 1' 1(/T(4 o START LAYOUT BC!5000 I-JOISTS @ 24"O.C r I II 6 0 co Lo � n r I I o I I N 0 r m O T D. r r .p co rn o 0 C) Z 0) v o m 6 II z C O O Zj o _ _ Ni; �y) 4', �``'a JAY' Parcels P134224& 134225 Owner. Sean&Katrina Riddle Framing Plans 1715 12th Street 1715 12h St. Drawn by.: George Bourque Sheet 9 of 10 Anacortes, WA 98221 Anacortes, WA 98221 November 1, 2019 =WALL LIGHT s =SMOKE DE]ECTOR a = 110V OUTLET 1) --=SMOKEI CO-DETECTOR o CCIo • N =CEILING LIGHT 5 =VENTILATION FAN Cnr C7• -Q =SINGLE POLE SWITCH VU� =WEATHERPROOF RECEP1ICAL DN =3-WAY SWITCH - =6"RECESSED LIGHT WILED TRIM I I Q R-, ZI - o UP BDRM — N KITCHEN , 03 co ELEC ELEC z m c) 5 j a WiH � SUB PANEL m n o - N -= 22"X 30" • 1-0 mu) - - _ ATTIC ACCESS CI) p (10 - Lu I C N Q — o m 5 CLOSET p m C " Q WP LIVING - GARAGE — • N — co a EL `r �- o = - �- Q Nz I - II ------ I Q z ' 9. rrc-, 2nd Floor (ADU) Electrical Plan �r..� '1 C170° o Scale: 1/4" = 1' o 1st Floor (Garage) Electrical Plan , jf b Lu Scale: 114,,._ i, 76"-ft ------- --- - ---- ---- ,. caa V gm a c rn i m m � J U � Q :; HOLD DOWNS SHEARWALL SCHEDULE cp s 0 Mark# Type v, - ? 0 yp Mark# Sheathing Nailing Notes z _ ,,, O 7/16"Structural Grade II OSB 1 FACE 8d Common or 10d Box @ 6" 1,2,6,9 ° Simpson MSTC52 - FLOOR TO FLOOR W W or Structural Grade II II O plywood o,c.panel edges,12"o.c.field ❑C W e 7/16"Structural Grade II OSB 1 FACE 8d Common or 10d Box @ 4" 2,3,6,9 0 ,,a , Simpson MST48 between floors ' 0 or Structural Grade II CDX plywood o,c.panel edges,12"o.c.field Z 0 a a N • w izF7). 7/16"Structural Grade II OSB 1 FACE 8d Common or 10d Box @ 3" 2 3 7 9 x z Y>o Q © Simpson HDU2- SDS2.5 W/ SSTB20 & (2) STUDS O or Structural Grade II CDX plywood o,c.panel edges, 12"o.c.field U zix W 4 OR STHD10RJ CIDw� © ® 7/16"Structural Grade II OSB 1 FACE 8d Common or 10d Box @ 2" 2,3,4,8,9 Simpson HDU5- SDS2.5 W/ SSTB24 & (2) STUDS or Structural Grade II CDX plywood o,c.panel edges, 12"o.c.field OR STH D 14RJ ® 7/16"Structural Grade II OSB 2 FACE 8d Common or 10d Box @ 4" © 5 or Structural Grade II CDX plywood o,c.panel edges,12"o.c.field 2,3,4,8,9 Simpson HDU8- SDS2.5 W/ SSTB28 & 4x6 POST ® 7/16"Structural Grade II OSB 2 FACE 8d Common or 10d Box @ 3" 2,3,4,8,9 or Structural Grade II CDX plywood o,c.panel edges,12"o.c.field O Simpson HDU 14- SDS2.5 W/ SB1x30 $ 6x6 POST 8d Common or 10d Box @ 2" < U) ® 7/16"Structural Grade II OSB 2 FACE 2,3,4,8,9 . or Structural Grade II CDX plywood o,c.panel edges,12"o.c.field Simpson MSTC72 fl w SHEARWALL NOTES: W I Simpson HDU 11 - SDS2 W/ SB1x30 & 6x6 POST 1.ALL EXTERIOR WALLS TO BE TYPE O 1 U.N.O. Z 0 2.BLOCK ALL PANEL EDGES Z I\_ 9 = Ri.c,Nivil 51 HD14RJ 3.PROVIDE NOMINAL 3x FRAMING AT ABUTTING PNL.EDGES RECEIVING EDGE NAILING 4.PROVIDE 3x SILL PLATE 10 Simpson STHD14 5.OFFSET PANEL EDGESCD 6.PROVIDE 1/2"A.B.@ 48"O.C.W 1/4"x 3"x 3"PLATE WASHERS,OR(2)16d @ 8"O.C. 7.PROVIDE 1/2"A.B.@ 24"O.C.W 1/4"x 3"x 3"PLATE WASHERS. Simpson EPB86 8.PROVIDE 1/2"A.B.@ 12"O.C.W 1/4"x 3"x 3"PLATE WASHERS. 9.STUDS SHALL BE SPACED NOT MORE THAN 16"O.C. O 0 NI ® Simpson EPB66PHDG a STANDARD STRUCTURAL SPECIFICATIONS — 2015 IBC 0 `O O n/ Cn I INTRODUCTION QJ h- 1) Stronger hold downs can be used in lieu of these. The following Standard Structural Specifications are guidelines and structural LD CO QD requirements for the construction of typical residential and commercial structures. I CI-) CM • 2) See Simpson Wood Construction Connectors book for proper installation. and intent of this document is to provide u answers satisfyfat common minimumstructural questionstic and to hold the builder/contractor accountable to the structural � � 3) 3x sill requires "SSTBL" hold downs where "SSTB" are Tabled above. requirements listed herein. Please familiarize yourself with this documents prior to Q CY) starting construction. Contact the engineer of record with any questions or concerns. Q 3 4) IF PONY WALL IS BELOW STHD, USE EQUAL OR GREATER PHD n, E WITH ALLTHREAD AND COUPLER. REFERENCE CODES & STANDARDS • International Building Code, IBC 2015 O T • Washington State Building Code 2 0 0/ • National Design Specification for Wood Construction, NDS 2015 V1 -p • Wood Frame Construction Manual, AWC 2015 > c d- = • SDPWS, AWC 2015 r.4 'I"' = kp.o, • Building Code Requirements for Structural Concrete, ACI 318 11, c 1 QJ cJ _ n • Minimum Design Loads for Buildings And Other Structures, AS E - ,c�j�; A ` Y (__) Q • Steel Construction Manual, 15th Edition, AISC 2015 `,ti, ,-Th P,, ''''): ,r ,g- �` `6 -=DESIGNED BY _ %. Jo Schemmer Consulting Group,PLLC ' ,e :d 360-293-9006 • ,a--" " JOB NO. 51119 � , , ' 'GIST _, 19-055 OidrAv SHEET N0. A. 1 CAD FILE' . '` 'PLOT `DATE= IA 1 i Interior Slabs: Unless noted otherwise, interior slobs shall be 4" concrete slab with u E C� z a DESIGN CRITERIA 6x6x10 10 woven wire mesh over 6 mil poly vapor barrier over 2" rigid insulation a z u Modification of Structural Members: Cuts, notches, and holes bored in trusses, 0_, z = m structural composite lumber, glue-laminated members, or I-joists are prohibited (where insulation is required) over 4 compacted crushed rock. ez N. c LATERAL P ; DESIGN PARAMETER VALUE SOURCE except where permitted by the manufacturer's recommendations or as shown on this p I Q, page. (See ALLOWABLE HOLES) Reinforcing: Reinforcing bars or woven wire mesh shall be as noted on plans and c to Seismic Design Category D1 IBC 1613 shall be placed 1-1/2" above the bottom of the slab. 0 F S ? i Risk Category II' IBC Table 1604.5 0 u Scope of Work: The scope of work of Schemmer Consulting Group, PLLC. is limited to Z �, Wind Exposure Category 'C' the vertical and lateral analysis of the subject structure. Schemmer Consulting Group, Drainage: Slabs that drain (garages, porches) shall be sloped 18"-14" per 1'. P o- Q IBC 1609.4.3 Basic Wind Speed (3-second gust)110 MPH IBC Figure 1609.3(1) PLLC takes no responsibility for items not specifically addressed in the calculations, � !n U i up M Design Wind Load 21.25 PSF ASCE 7-10 28.6-1 drawings, or call-outs. Flatness: Floor slabs shall be level to within 14" in any ten foot length. Flatness she Z = cu VERTICAL be checked with a 10 foot straight edge within 24 hours of placement. u 6 o 5 Completion of Work: Submittal of these structural drawings to the client completes Concrete Topping: If specified on drawings, concrete topping may be installed over cn 5 X LOAD SOURCE LIVE LOAD DEAD LOAD the present scope of work and budget of Schemmer Consulting Group, PLLC. Other floor joists. The ccncrete topping on a floor shall be installed per manufacturer's w o 4 Roofs 20 psf LL 15 psf DL consultation, design, calculations, sketches, inspection, etc. after submittal of this specifications. The topping shall not exceed 1-1/2" in thickness and shall be less w " .o Floors 40 psf LL 12psf DL report shall be billed on an hourlybasis. 2 -'" o P P that 18 psf (12 psf per inch thick). O v: m Decks & Balconies 60psf LL 12 psf DL _ 0 c� Ground Snow Load 25 psf SL FOUNDATION Connection to Interior Walls: Interior walls shall be connected to concrete slab with z C7 Q ,j N Exterior Wall-11 psf DL • Allowable Soil BearingPressure = 1,500psf 1/4" 32" w 2 z t- 12 x10 long anchor bolts ® 6 O.C. or split pins ® 0.C.. tw tz Interior Wall-10 psf DL Frost Zone Depth = i 8 inches x z w 0 Q i, Code: Cast-in-place concrete sizing, placing, and testing shall conform to IBC 0 & N w Interior Partition- 8 psf DL Cip w v) or .., o chapter 19 and ACI 318-11. Notes: I. Vertical live loads come from ASCE 7-10, Table 4-1 Minimum UnifunWOOD FRAMINGnl} Distributed Live Loads, L0. Geotechnical Report: Schemmer Consulting Group strongly recommends that a Default Wood Types: Unless noted otherwise, the material for a structural member is and Minimum Concentrated Live Loads geotechnical report be performed by a qualified geotechnical engineer for all land IIK as shown: based construction projects. If this information is not supplied to Schemmer Posts & Sawn Joists Douglas Fir #2 (D.F.2) DEFLECTION LIMITS Consulting Group, footings are designed for 1,500 psf allowable soil bearing pressure. • • Beams 4X10 Douglas Fir #2 unless noted otherwise LIVE Snow or Wind LIVE+DEAD Earthwork: Locate and protect underground or concealed conduit, plumbing, and other • Studs, Sills, & Plates Hem/Fir (H.F.) or Douglas Fir (D.F.; Roof (plaster ceiling) L/360 L/360 L/240 utilities where new work is performed. Footings shall bear on undisturbed native soils • Blocking & Rim Joists Hem/Fir (H.F.) or floor joist materia I Roof (non-plaster ceiling) L/240 L/240 L/180 and/or clean fill compacted in lifts of one foot or less to 95% of a modified proctor • Exposed Structural Members Pressure Treated (P.T.) or Cedar Roof (not supporting ceiling) L/180 L/180 L/120 per ASTM D1557. Soils shall be firm and unyielding. All organic and deleterious • Glued-Laminated (dry-use) 24F-V4 (GLB) 1J 1 material beneath the footings, foundations, and slabs to be removed and replaced • Glued-Laminated (wet-use) Rosboro Treated 'X-Beam' Floor Members L/360 L/240 with 4" min. crushed rock compacted to 95% relative compaction. For sub-grade . Horizontal Deflection (any case) L/200 below slabs, 92% relative compaction is acceptable. Moisture Content: The max moisture content shall be 19% at the time of installation < ® 1 Farm Buildings & Greenhouses L/180 of connectors, nails, and bolts for framing members. Long Spans (>20 feet)--L/480 Surface Drainage: Finished grades are to be at least 6" below wood siding. Lots shall f: W be graded to drain surface water away from foundation walls. The grade shall fall a Pressure Treated Lumber: All members in contact with earth/concrete or exposed tc Sliding Glass Doors--L/600 minimum of 6 inches within the first 10 feet. If 6 inches of fall is not possible, the elements shall be pressure treated (P.T.). Colorless end sealer shall be applied Notes: impervious surfaces shall be sloped a minimum of 2 percent away from the building. immediately to the ends of members after fabrication and field trimming. Pressure Li_Lu I. The above minimum deflection limits are required by the 2015 IBC Table 1604.3. treatment is not required for members protected by a roof or overhang (12" These deflection limits are used unless noted otherwise. minimum overhang required). Redwood Construction Grade may be used in lieu of Z Footings: All footings shall ,nfr`--� to nrr.orn ate ]n structural details. Specified typical pressure treated lumber. • Rosboro Treated 'X-Beam' shall be used for all 0 GENERAL REQUIREMENTS footing dimensions p g p applications requiring P.T. lulam beams. • More info: http: //www.rosboro.com Codes: All materials and work shall adhere to the minimum requirements of the ui„8 unless noted otherwise. Bottom of footings to be PP q 9 9 P // W Z Reference Codes & Standards listed above. Contractor shall be responsible to comply below frost zone (�i? ) } p p Y Blocking: Provide 2X or engineered lumber full depth solid blocking between jois s an •x _ •= with OSHA, State Labor, and Industry Standards. Contractor assumes full responsibility , ^i :. 1 ,. of construction methods used, safety provisions employed, and the finished condition u...ung urains: Footing drains shall be provided at the base of all footings and rafters at beam and bearing wall locations. Trusses, structural composite lumber, ity .- .,, P.. glued-laminated members, and I- joists shall be supported laterallyas required b tF rC C of the structure. I I retaining walls which will have earth placed against them. Washed drain rock must i PP q ". sib " manufacturer s recommendations. , . c t' %N. `. PA/ '� ' extend to within one foot of finished grade. Footing drains shall be 4" perforated ta - ter;' ;. ConstructionPersonnel: Onlycompetentpersonnel familiar with con. t pipe routed down gradient to daylight, unless otherwise specified. h `t. .e.e<r �'�t rj;` �, a• i`t P r �, r. ti uction and � � safetyrc,tices rc,..vant to the project should be employed to Bearing: Use a minimum 2-1/2" bearing length for wood framing members unless `` . ,w f� ;4_,s ., , P ;tea r, assemble and noted otherwise. Use enough studs to match or exceed beam width unless noted Qi `, 7. - CGi,o., ue Concrete: Mix and 28 day strength unless noted otherwise: 9 co :,.. • ' • Basement walls, interior slabs, and foundations not exposed to weather 2,500 otherwise. =_: ..; Construction Methr, ' pr-' "t c^_` ` psi , -- �., .s '�b -?. .,.,.. me project drawings and specifications t the Finished structure and do not indicate methods, procedures, or • Garage slabs, porches steps, and foundations exposed to weather 3 000 psi Glued Laminated Members: Glulam beams GLB shall conform to the followin -rl n represe, 9 P P P (GLB) 9 =r '', „e _ ,, P standards U.N.O. 3 %A. ` ^-- t 1 sequ_nm_ ^nns,,u..,:,,,. The builder must take necessary precautions to maintain f i i Reinforced Concrete: Place all reinforcing per plans, details, and applicable code Lumber Douglas Fir-Larch combination, 24F-V4 7 , , .y ! �1 and ensue e the integrity of the structure during construction. Schemmer Consulting ,.' ; .4; 4 • `-a requirements. Lap all continuous bars 24 X diameter minimum. Reinforcing bars, • Laminations 2" Nominal 1, �, -� .�.- =:u. Group, PLLC will not enforce safety measures or regulations, nor will the owner or 1�� s•, �s ;;� O U bolts, anchors, etc shall be securely tied in position prior to concrete placement. • Conditions of Use Dry-Use �-- designer. Therefore, the contractor shall design, construct, and maintain all safety '_ 4 .13 devices and follow all pertinent regulations. Reinforcing steel shall be free of rust and coatings which may inhibit bonding. • Adhesives APA approved moisture-resistant , " - O . . • •:t.•• . Anchor Bolts: Provide 12"x10" long wet-set or expansion anchor bolts CD4' O.C. and Engineered Lumber: Engineered lumber offers certain structural advantages over Temporary Support: The builder must provide adequate temporary support to all walls, roofs, beams, and floors during construction. Design of these supports are not within 6-12" of corners with 3 x3 x.14 square washers. conventional sawn lumber. All engineered lumber must be APA approved. Install per - - I \ MKO included unless specifically shown. Contractor is responsible. for the adequacy of all the aforementioned codes and relevant manufacturer's installation guides for each ( i ( ) /1 W n ' rn CI ` I temporary support systems. Adhesive Anchors: Epoxy anchors in concrete shall be Simpson SET-XP or Hilti type: PI I W V ' �1 HiT-HY 200-R or equivalent, installed per MFG's guidelines. For.-extreme temperature . Specifications: All notes, call-outs, and details included within this design package applications, when long-term temperature exceeds 110'F or is less than LYE, use Wood I-Joists: Used extensively in floor and roof framing (Trus Joist TJI's specified) I L are required unless specifically noted otherwise. Simpson Set-3G. Laminated Veneer Lumber (LVL): Built up on site to reduce heavy lifting (see note Q U below) M Verification: Verify all dimensions, elevations, and site conditions before starting work. Concrete Pier Pads: Pre-cast concrete pier pads are an easily installed and low cost • Parallel Strand Lumber (PSL): Ideal for long spans and cantilevers nn (. I n ) CD Notify the owner of any discrepancies. alternative to sonotube foundations in certain low-load applications. Such pads may • Laminated Strand Lumber (LSL): Strong and straight engineered lumber W v ' be substituted only if specifically called out in structural drawings. LW Option to GLB and PSL's: Multi-ply LVL beams may be used in lieu of PSL or l ` _i GLB, provided that they are installed according to the following standards: Conflicts: Notes and details on the structural -drawings take precedence over the Waterproofing: Waterproof all basement walls .and crawl space foundations below • „ Standard Structural Specifications and typical _details. Written dimensions take. grade. 1-3/4 LVL s shall be fastened according to the usage, connector, and precedence over scaled drawing dimensions_ .Structural notes and details on the connector spacing guidelines considered in International Beams' Technical Bulletin O structural drawings take precedence over CRAWL SPACE (TB-LVL-2) -{--> the architectural drawings. Vapor Barter Cover entire crawl space -with :class I vapor retardant (e.g. 6 -mil poly - Multi-ply LVL's shall be bolted together with min (3) rows 1/4" self-tapping W -P film). Extend 6" up foundation walls, screws ® 18" O.C., 1.5" minimum embedment required in all members. >1 '- C It Errors: The contractor is responsible to check the plans and site conditions and to • The width and height of the multi-ply LW beam must be equal or greater the W(n '' _ n notify the architect/designer/engineer of record of any.errors:-or.-omissions prior to Access: Access-shall be provided to all under-floor spaces. Access' openings through the corresponding dimensions called out on the engineer's structural drawings I 1 the start of construction. the floor shall be a minimum of 18 inches by 24 inches. Openings through a Solid Sawn Lumber Option to I-Joists: Solid sawn lumber may be preferred over V > W ( ) e .perimeter wall. shall be not -less. than 16 inches by 24 inches. I-joists due to cost or other reasons. The following solid sawn lumber options may Changes: Written approval from the engineer . of record is required for any structural be used in lieu of engineering I-Joists (TJIs) without approval from the engineer of changes to the provided drawings. Changes may be mode sin the field"-with written foundation Ventilation;,:Provide cci. minimum-of: '1 ..squ-are .foot .of orowi-:.space'.ventilation record. Maintain original spacing (e.g. 12", 16", or 24" 0.C.) DESIGNED BY consent of Schemmer Consulting Group. Please provide a red-lined drawing or.sketch .per 150, square •feet of .crawl .space area. :Space -vents evenly to, provide cross • 2X10 D.F.2's may be used in lieu of 9.5" TJI 210's Schemmer ConsultingGroup, PLLC of desired change(s) toprovide context and applicable information. ventilation. Cover with 18": corrosion resistant mesh screen. PP 2X12 D.F.2's may be used in lieu of 11-7/8" TJI 210's 360-293-9006 • Other options may be acceptable, but require approval from the engineer of Substitutions: Provide manufacturer's approved product evaluation reports .and .a :fist . `.SLAB ON GRADE record JOB NO. of all proposed substitutions to the owner for approval before installation. Slabs on Grade: See. foundation-pion for concrete -slab 'thickness, - reinforcement, and -055 :finish.- requirements. Wood Structural Panels: APA rated sheathing is required for all wood structural Similar work: Where construction details -ore not shown-or 'noted' for•any part of the panels. Unless noted otherwise, the wood panel for each situation is: - Roof project, the area shall be constructed in the same manner las:'Similar work'ehown on ,i 'Garage Stabs:, .fnlessFno#ed.-.fcttherwise,•,rarage `Slab shall be -4".`/concrete.slob lvtlth #3 Sheathing: 1/2" CDX (recommended) or OSB with ply clips or T&G, 10d nails at the drawings. - rebar at '24" O.C. each way or .6x6*10" 10.woven :wire 'mesh, .over 6 mil poly vapor 6"/12" O.C., no blocking required. See Shear Wall Table. SHEET NO. barrier--ever-4" compacted crushed rock_ 18" thickened .slab with. (1) .#4 continuousA. 2 CAD FILE= I PLOT' DATE# rebar ;:required at. garage opening. — -'_ "- Wood Structural Panels: APA rated sheathing is required for all wood structural ABBREVIATIONS (Used throughout structural drawings) NAILING SCHEDULE-DIMENSIONAL LUMBER ,�.: z o u panels. Unless noted otherwise, the wood panel for each situation is: • Roof P a A C (E) Existing i. . CEILING JOISTS, LAPS OVER PARTITIONS: Sheathing: 1/2" CDX (recommended) or OSB with ply clips or T&G, 10d nails at D.F. Douglas Fir 3 - 16d COMMON (3-1 /2" X 0.162") MIN. FACE NAIL aJ m 6"/12" O.C., no blocking required. See Shear Wall Table. MAX Maximum (SEE SECTION 2308.1004.1 TABLE 2308.1004.1) O a C a SPEC. Specification 4 - 3" X 0.131" NAILS " (N) New Prescriptive Exterior Wall Sheathing: 7/16" OSB or 15/32" CD ply, 8d nails at 6712" DBL Double 4 - 3" X 14 GAGE STAPLES ° ? o ria O.C., no blockingExterior Shear Wall Sheathing: SI 2. CEILING JOISTS TO PARALLEL RAFTERS: per shear wall plans. MFG Manufacturer S7D Standard 0.162") Interior Wall Sheathing: 1 2" Drywall, 10d nails at 6" 12" O.C., no blockingrequired. (R) Reuse Remade 3 - 16d COMMON (3-1 /2" X MIN. FACE NAIL c) li ' / / q / (SEE SECTION 2308.1004.1 TABLE 2308.1004.1) `4 J > m EA. Each 2 �; MIN Minimum 4 - 3" X 0.131" NAILS 0U i; 0 6 STR'L Structural 4 - 3" X 14 GAGE STAPLES pqd to x A.B. Anchor Bolt 3. RAFTER TO PLATE: �w ° C ELEV. Elevation W 0 Floor Sheathing: 3/4" CD or OSB, 8d nails at 6"/12" O.C., glued & nailed; or 2x12 4 - 16d COMMON (3-1 /2" X 0.162") MIN. FACE NAIL w DF #2 T&G Glued & Nailed w/ (3) 16d Nails © 24" O.C. N.A. Not Applicable (SEE SECTION 2308.1004.1 TABLE 2308.1004.1) Orr 0, S.S. Selectrchi Structural Z Q a N ARCH'L Architectural 4 - 3" X 0.131" NAILS TOENAIL Panel Adhesive: Per APA Spec AFG-01 EXT. Exterior 4 - 3" X 14 GAGE STAPLES W iY z t- _ o O.C. On Center Shear Walls: 3/8" thick (minimum) APA rated sheathing is required for all exterior T.O. Top Of 4. 1" X 8" SHEATHING TO EACH BEARING: Far•I w w w walls. See shear wall plans and shear wall table for sheathing grade, thickness, and BLD'G Building 3 - 8d COMMON (2-1/2" X 0.131") FACE NAIL F0 z a w Q u nail spacing. See Shear Wall Table on Sheet S-2. FND Foundation 5. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING: w N tY - o Opp. Opposite 3 - 8d COMMON (2-1/2" X 0.131") FACE NAIL Tl Bloc Joist, I Series Stairs: Use (3) 2X12 D.F.2 for stringers BLK'G Blockingg 6. BUILT UP CORNER STUDS: Advanced Framing: Advanced framing is encouraged by B.E. as a cost-effective and FTG Footing 16d COMMON (3-1/2"X 0.162") 24" O.C. structurally adequate alternative to conventional framing. Advanced framing shall OSB Oriented Strand Board 3" X 0.131" NAILS 16" 0.C. conform to the construction standards outlined in APA's Advanced Framing TPL Triple 3" 14 GAGE STAPLES BM Beam Construction Guide (available on www.apawood.org). 7. JOIST TO BAND JOIST: GALV. Galvanized PL. Plate 3 - 16d COMMON (3-1/2" X 0.162") MIN. FACE NAIL Studs: For headers from 0-6' long, (2) studs are required (1 trimmer and 1 king TYP. Typical 4 - 3" X 0.131" FACE NAIL - stud). For spans over 6', use (3) studs (2 trimmers and 1 king stud). Include I l am�Beam 4 - 3" X 14 GAGE STAPLES GLB additional trimmers as specified. PLY. Plywood B. LEDGER STRIP: =al UNE Lanti-nist,eu 3 - 16d COMMON (3-1/2" X 0.162") MIN. FACE NAIL Stud Walls: 2X6 exterior stud walls are typically desirable for insulation/energy code cL'. welting 4 - 3" X 0.131" FACE NAILS NAIL AT EACH JOIST I reasons (i.e. not structural reasons). For walls less than 12' tall, it is OK to use 2X4 ..rt. Gouge 4 - 3" X 14 GAGE STAPLES _ studs with suitable insulation if preferred by contractor and owner. P.T. Pressure Treated 9. WOOD STRUCTURAL PANELS AND PARTICLEBOARD: U.N.U. Unless Noted OthertIsell CLR Clear • SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING): Stud Holes & Notching: Notch and hole size may not exceed the following m , 1/2" AND LESS: 6d (2-3/8" X 0.113") NAILS (� 1 G.B. Gypsum Board II J percentage of stud width: REINY Reinforced 1-3/4" 16 GAGE STAPLE - V.B. Vapor Barrier Bearing walls: Hole - 40% of total stud width, Notch - 25 emu conc. MasonryUnit 19/32" TO 3/4": 8d OR 6d (2-3/8" X 0.113") NAILS , Q total stud width 2" 16 GAGE STAPLES";on-bearing walls: Hole - 60% of total stud width, ,�L ' - 40% of total stud width G.E.. Gable End hole ed es must be at least 5 8 f READ Required In ,, 9 / , •,l edge of the stud VERT. Vertical 7/8" TO 1 $d ..-. s cannot ' ,..�` on additional stud maybe installed 1-1/8" TO 1-1/4" 10d OR 8d 11 I, • If these r cy ... _. CONC. Concrete adjacent to the existing stud and flush against the wall sheathing HOWL Horizontal 10. PANEL SIDING (TO FRAMING) 1 SF. Square Fool 1/2" OR LESS: 6d DECKS & BALCONIES W/ With 5/8": 8d (r 1 Railings: Guardrails must be 42" high min with max opening size so that a 4" sphere CONT. Continuous 11. INTERIOR PANELING: cannot pass through. Guardrails shall be designed to withstand a 200 lb point load INSUL. Insulation 1/4" 6d applied in any direction and at any location on the top rail and shall be designed to SGL Single withstand a uniform load of 50 lb/ft applied horizontally to the top rail. S. Without C.S. 3/8" Sd Clear Span 12. 2" X 12" T&G DECKING: (IBC 2015 SEC. 2304.9.4): INT. Interior TOENAIL © EA. SUPPORT w/ 1 - 16d COMMON NAIL THROUGH TONGUE AND Attachment to House: For decks over 30" above grade, a 1,500-lb deck tension tie SIM. Similar GROOVE AND 1 - 16d COMMON NAIL FACE NAIL W/ A MINIMUM OF 24" BETWEEN is required at each end of the deck: Typically, Simpson DMZ's are specified. WD Wood n END JOINTS IN ADJACENT COURSES W/ MAXIMUM MOISTURE CONTENT OF 15%. C O () t (> h ROOFS Installation: All prefabricated items shall be installed in strict accordance with the �' !lit ( ) w Manufactured Trusses: Unless stick framing is specified on structural drawings, wood manufacturer's recommendations ,and requirements (locations, exposure, end .and edge jr�t. , S ,� y1"r II , CM trusses are to be engineered by a truss manufacturer (MFG'R). If truss layout is not distances, fasteners, etc.). , 't _ " , / c-e.,6 y; I llJ �l I provided by truss MFG'R, the engineer assumes that trusses all bear on exterior walls °"'7 4 �,.''' 1 tr���� -r>�,� L and do not bear on interior walls. -Simpson Connectors: Unless noted otherwise, the following Simpson Strong-me ' ° � ' , construction connectors shall be used: • .9 _...qq Girder Trusses: Truss MFG'R to be responsible for placement of girder trusses. Install Post Caps: CBTZ, PCZ/EPCZ, BC/BCS Olk triple studs (min) directly below all girder trusses. Post Bases CPTZ, PB/PBS, ABA ABU ABW 3t . • Joist Hangers ' LUC/LU/U/HU/HUC, HUTF/HUSTF (top flange) r , �t •i ��+ " E n Lateral Bracing: Contractor to install lateral bracing in- roof .as specified by truss • I-Joist Hangers: IUS MIU ITS/MIT/HIT (top-flange) -_ rfp �{ p �� ` U MFG'R. Beam .hangers: HU/UC/HUCO/HGUS, LEG/MEG/EG (top-flange) `( ' ,N' a Q S MM - - a . Rafter- Hangers:. LSU/LSSLU, LRUZ `A .,'a-'""..., �- ;i3 ' .�" Z Headers: Bearing wall headers to be 4X12 or 6X10 D.f.2 mire Not required for r, ` di �1�_ y -�--� O non-bearing wall headers. p[ e Truss and Rafter Connection: H1, H2 5A, or SDWC15600 at each heel to double �, "r I n -1--> i V I c v---I -� Over-framing: Use 2X6 to? 24" O.C. for all non-structural over-framing. U.N.O. ( (/ d- Shearwall Holdowns: `HOU/D-1T with SSTB/PAB. STHD14 or SfHD14RJ strap-type c /� nIt Access: Attic access shall be provided for attics with an area greater than 30 sq. ft hold-downs may be used in liieu..af nforementioned holdowns 7 U nn '' W n and height greater than 30". The minimum opening, size is 22"X30". • Floor-to-floor. Strap-Ties: `HDU2, AAST4B . ._ I W r. - Deck Tension Ties: DTTZ V > )( Q FRAMING CONNECTORS Fastener Requirements: The number and size of_. fasteners connecting..woad:.members Manufacturer: Simpson Strong-Tie construction connectors are specified, however. any shall not be less than that -set :forth in IBC Table. 2304.9.1. . DESIGNED BY nationally recognized brand (Silver, KC, etc) may be used provided that they are Schemmer Consulting Group, PLLC equivalent in their ability to carry all applied loads in all orientations. -,StapIes:, For roofs/ floors .arid :wits the. !RC permits•:16 gage wire staples with a min 360-293-9006 7/16n dia. crown :(per Table R602_3(1). 'footnote b). JOB NO. 19-055 • SHEET NO. /\ G3 CAD FILET PLOT DATE: cy Z7 CO h Oy Orn � O � m �, 60� 5t O ):: rn0 m � mmmv, �' w y -i ) 0 0 00 si `� rn m rn O m m < m cn-i r � 58.00' ♦ � � '`� o o tv -4 -- m gmm 0 � cnocn 4 r- m yxi rn o 0 d DRIVEWAYACCESS EASEMENT — Co.cri n v � m N y N4. � -4 � D . 4aN •NA � N • O 4 z- No co _ � , � � 0 5. N y ra° . W Co N m -tea fN) n f ) •y v' CI) eP. ('�' t. "' 42.00' r/ N x r-rirt i rn rI CD II LLj o -I o m CO - v o I9E L13M3S dO Jd .-- � c i � o '"' 22' N Qo oi tii �-t. CO s_._ b -4 1> iii rn y = � 0 H r H � Co_ � �m1 U IV a) TIE IN TO m EXISTING - 0 -F —t = DRAINS Q 0 Cr .--i - -► 100.00T o 0 tv m cn N Cb -{ CD c Y3 'IC oo m M --ii Z � C R-3 DIMENSIONAL DATA ENTITY REQD PROPOSED Zr MIN SIDE 5' 6.0' 03 a TOTAL SIDE 15' 22.68' MIN REAR 10' Il....._......_.._............ Q) MAX. HEIGHT 25' 24.60' d^ _._LOT COVERAGE.........._......._5D°/_....._._._.......................22% ADU AREA <900 SF 484 SF (,D Q) _: ... .. ALLEY ._ _....._...___ . . AREA CALCULATIONS 44.63' ENTITY AMT LOT AREA......._. _... _.. 5.998 SF '� ... . ........ ........................... .................... ......................... HOUSE FOOTPRINT 864 SF- - -Fx7S7-7NG{sal -8.GPFFry GIANTS CZ GARAGE/ADU COVERAGE...................484.._SF _...._._.__..- _........ Q EXISTING LOT COVERAGE 14% -EXls771,+G(10)4 '1 E L DGRE 's ---- - ---- PROPOSED LOT COVERAGE 22% CCr S C 7ON BARK MULCH lff%'DPLANTS EXISTING GRAVEL : ............. .. -_ _-. DRIVE _. ..... GRAVEL GRIVE ---._ f C tR SST 65 PC !R 5�7 •£44. , • CO B?`.:'P C-233 SILT FENCING `;--; SILT FENCING .. ._._..._...._..._. .._,_---�--r::��, _......_._ 't-...) GO PC Irk SET sFocAL e... ,,::....,,.7.., LoyJ '1 • PROPOSED GARAGE, KITH ABOV' °.FG,23 Z S.. =u�ST MI Q) 'ER! =�7 Wi f -- ----- .: ST/tY �uS �r �• STOCKP::LE f 1 '' l z. SIP�Gf E FA:"ILY z • u.JPC /R SET• 2o-3S rR S•• $ W m03. _ $ 24' 5, b-a SF ---- .P. __.?Y ......: -, Q.) OD EXISTING .....__S.. - _— --- _ — — U) • •• SINGLE FAMILY E.e'��....C.?_ ��.:. r vc- Ii✓t DWELLING • LI g is -_. �. m .Us: c 4� • i PC !R ET• 7. .• CO......._ _ r 1.Gr PC 1R SET Q,) Q 5. 24' ____.- _..__- � '�"` 0 _r= E;OST?NG GRAVEL DRIVE .... Z.., cti 4 _ If L..... 5 998 SF 21'0" Landscape PlanAz Scale: 1"=20' N =JC Sr:''^7F.:s. A!aA' SL4v:;tG PC IR S_T • -.0 71.07 CO PC 1R SET ' QS EXISTING CRAVE.DRIVE --' ....'.'._'...�2f N ST"rcCEf._.. .•__...._._._.__ SWPP Plan Scale: 1"=20' , „. - F �'' � + d '1\i. 17.:1 - it 1.1 r_ ..,,, . . _ 1 . , - , cti ........, 'L i, " 152)19 ii '0 GO _ _____ __ 11709 12TH STREET BOUNDARY LINE ADJUSTMENT AUDIT RS CERTIFICATE IN THE N.E. 1/4, SEC. 24, TWP 35 N., RNG 1 E., W.M. RECORD OF SURVEY AT THE REQUEST OF DALE K. HERRIGSTAD CITY OF ANACORTES, WASHINGTON S 89°25'32' E 379.91' (380' PLAT) 9TH STREET FOUND BRASS TOP CONCRETE FOUND BRASS TACK IN MONUMENT IN CASE WITH CONCRETE IN MONUMENT CASE COVER HELD AS CENTER OF iu WITH COVER HELD AS CENTER 'I' AVENUE 2-22-2018 co OF 'H' AVENUE 2-22-2018 M co I-- ' 1 co AUDIT❑R DEPUTY AUDIT❑R 3a_ H. H. BARBERS 3� NOTES i7 eD ¢ I o 1.93 FOUND CONCRETE MONUMENT IN CASE, 2-22-2018. cu c ADDITION a cum 2.Q FOUND REBAR & CAP OR PIPE AS NOTED. co'' — — — — — — — — - — — co wZ4-co 3.L� FOUND PK NAIL AS NOTED. • 4.• SET REBAR & CAP 27807. GI1 I 5. oR REFERENCE POINT HELD BEARING �' 6. BASIS OF BEARINGS: AF #201612200069. ROS AF #201612200069 7. EQUIPMENT USED: CR2 2" TOTAL STATION. — R _ _ _ 12TH STREET 8. ERROR OF CLOSURE MEETS WASHINGTON STATE SURVEY STANDARDS. " 3 S 89°25'42' E 379.91' C380� PLAT) — R 9. SURVEY METHOD: STANDARD FIELD TRAVERSE FND 1 1/4'PIPE 'il -- FOUND PK NAIL WEST OF 'G' AVENUE CLo EDGE OF ASPHALT I 1 0.61', HELD AS CL OF 12TH o 0.22'WEST& I GENERAL INFORMATION STREET. 2-22-2018. I v 017'SOUTH 1. This BoundaryLine Adjustment is for the purpose of SIDEWALK o LOST SOON AFTER IN 119 6' 119.96' I P P W 05 STREET PAVING 59,99' 71.07' 0 48.90' 9,0" T 29.99' T identifying 2 building lots from 4 City Lots. 6 I DECK I TYP 2. Assessor's Account No. 3773-002-008-0007, P56551. Z 40' ROW I I of 40' ROW I to FND REBAR 2 1 3806-004-008-0004, P58011. W w J 10 I 9 0 8 I 7 I w I 19,7 0 &CAP DADA: I 3. Land Description information is from the Subdivision >1• a_ o I o BLOCK 2 �`"ti LOT A o 9636 EAST& I Guarantee, order No: 01-166578—F dated February 27, 2018. Q m 63 I o 1719 12TH I I �'I m 5,998 SF Ito'SOUTH This property is SUBJECT to and TOGETHER WITH Survey cu o STREET I w LOT B "1 o HOUSE 5.0 F identified in said Subdivision Guarantee under Auditor's File L7 :� ¢ 5,998 SF 26,38'z 1,118 SF w o ¢ Number #9509010078 (Record of Survey), #201607280079 o -J I �, s 25'42'E MUNK'S FIRST QUEEN o J z o_ PLAT BOUIv±ARY —N I w 1709 12TH t o o_ (Manage Natural Resource Lands Disclosure) and ��� I M_—__+-Lt., `D E ---{ ANNE ADDITION! o zo W 201607280081 (Deed of Trust). m w o I 10 19 o I N Anu I c,l vr. I I I I N D 4. Zoning: (R3) Residential Medium Density. FOUND MONUMENT W al o o FND REBAR I�:' 760 SF 38.8' I I I I 5. Water Supply: City of Anacortes. j[ IN CASE D I. a cu &CAP ILLEGIBLE\Z I z I 4 I 3 I I W 6. Sewer Disposal: Cityof Anacortes o J N 870'EAST& \ 8 5,0' 6+ 5 z g l P 2 22 2018 Z O w 5 0.40'NORTH \ I I 7. Storm Sewer: City of Anacortes. o g —Y L — : — L o+ Q 8. This is a boundary survey only. Not all utilities were > N U GALLEY, 119,69' S 89'25'416 E ALLEY N 1!-I ,,,E tL (3—x—I-x — -1C1—'—x I — I I— — — — — — 3 a a ¢ FND REBAR I 1 BLOCK 4 FAD REBAR I',1 =I(h13y &CAP PLS (U P O 29535 I p, I I 29535 PLS CU .4- a-' I 0.84'SOUTH I OOb I I I SOUTH 0.15' o O o I rL I I z o 2''' MUNK'S FIRST QUEE\ I 'al LOT COVERAGE CALCULATION I P ANNE ADDITION I of LOT A AREA = 5,998 SF BUILDING AREA = 1,878 SF FND REBAR ��� I I &CAP PLS 31% COVERAGE/ 50% MAX 24 11 12 13 1 14 29535 15 16 17 18 19 20 ALLOWED. I _ I I — I _ I — — 1 HELD BEARING ROS AF #201612200069 L. — — S 89°25'42' E 379,91' (380' PLAT) — AR 13TH STREET AFTER ADJUSTMENT SECTION 24, TOWNSHIP 35 N., UNOPENED ROW ADDRESSES: LOT AREA RNG. 1 EAST, W.M. j�.1 I, F J ', CITY OF ANACORTES, LOT A 1709 12TH STREET 5,998 SF LOT B 1715 12TH STREET 5,998 SF SKAGIT COUNTY, WASHINGTON. II Nov 1 5 2019 140 0 20 GRAPHIC4o SCALE AF #201612200069 li i 80 ,so Property Owners � ❑ EN `� George Bourque 'STY OF ANACORTES ( IN FEET ) 1709 12th Street 1 inch= 40 ft. Anacortes, WA 98221 BLA-2018-0002 SURVEYOR'S CERTIFICATE - c "ER-R./�� HERRIGSTAD BOUNDARY LINE ADJUSTMENT SURVEYOR /�v:''oF was,,,, U� THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER DALE K. HERRIGSTAD P.L.S. ,T,,"'' ro I r MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE ENGINEERING F❑R GE❑RGE BOURQUE SURVEY RECORDING ACT AT THE REQUEST OF GEORGE BOURQUE IN AND 4320 WHISTLE LAKE ROAD $ DECEMBER, 2017. 4320 WHISTLE LAKE ROAD, ANACORTES WA SCALE DATE: JOB NO: ANACORTES WA 98221 9,... 2'e°' Fss' .sT. �' DALE K. HERRIGSTAD, P.L.S. _ 1"=40' MAY 18. 2018 2016-102 360-299-8804 °'AL Lao Certificate No. 27807 PHONE (360) 299-8804 , -0 Date _ DRAWN BY; CHKD BY: SHEET: OF: DALE H. DKH 1 2 r �T ,, HOUND��� �� T �, ` i I r j AUDITORS CERTIFICATE 1 09 12 ,IH STD, 1 HOUND A.RY L1 T ADJUST wNT IN THE N.W. 1/4, N.E. 1/4, SEC. 24, TWP 35 N°, RNG 1 E°, W.M. CITY OF ANACORTES, WASHINGTON OA FILED FOR RECORD THIS 2-9bAY OF u rye. , 20] S 89°25'32' E 379.91' (380' PLAT) I AT 54._MINUTES PAST a__O'CLOCK A.M./P.M. UNDER9TH STREET FOUND BRASS TOP CONCRETEFOUND BRASS TACK IN MONUMENT IN CASE WITH AUDITOR'S FILE NO, 7(2 t�,-�25 �'�'I'iCONCRETE IN MONUMENT CASE COVER HELD AS CENTER OF RECORDS OF SKAGIT COUNTY, WASH: r N- iii WITH COVER HELD AS CENTER 'I' AVENUE 2-22-2018 ;, co I OF 'H' AVENUE 2-22-2018 E j// `m ¢ I z oz co ^ ¢ rI A -'1 H. H. A E S I m ¢ I AUDIT R •( DEPUTY AUDITOR { ° o_ `a 1 3 a NOTES ! ao a 1. e FOUND C CRE(E MO UMENT IN CASE, 2-22-2018. I A»I T Ici_ N m 2.Q FOUND R AR & CAP OR PIPE AS NOTED. cod - - - - - - - - - - a- m 3.a, FOUND PK NAIL AS NOTED. O M ., 4. ® SET REBAR & CAP 27807. 5. aR REFERENCE POINT HELD BEARING (4 S. BASIS OF BEARINGS: AF #201612200069. ROS AF #201612200069 7. EQUIPMENT USED: CR2 2" TOTAL STATION. ��_ _ R _ _ - 12TH STREET R 8. ERROR OF CLOSURE MEETS WASHINGTON STATE SURVEY STANDARDS. S 89°2S'42' E 379.91' <380� PLAT) 9. SURVEY METHOD: STANDARD FIELD TRAVERSE \-FOUND PK NAIL 3 WEST OF 'G' AVENUE CL ce EDGE OF ASPHALT 0.61', HELD AS CL OF 12TH 1� 1 r PIPE o arc VEST & GENERAL INFORMATION STREET. 2-22-2018, w OD' Sflum SIDEVALK o LOST SOON AFTER INI 119 6' 1?9,96' I 1. This Boundary Line Adjustment is for the purpose of w ai STREET PAVING 59.99' 71.07' 0 48.90' 9A T 29.99' T identifying 2 building lots from 4 City Lots. D 40' ROW I I m 6 I DECK I TYP I I 2. Assessor's Account No. 3773-002-008-0007, P56551. 40' ROW I I I u� F D Ram 3806-004-008-0004, P58011. w ¢ 10 9 e, 8 7 19.7' 6 CAP vAD� 2 11 w _t o I I w o 3. Land Description information is from the Subdivision > ° o- Q © 3 L]C K 2!c''.1 ti LOT A oo u26' L I Guarantee, order No: 01-166578-F dated February 27, 2018. Q cn a 1 0 1719 12TH LOT B °' 5,99B SF 50o same i I This property is SUBJECT to and TOGETHER WITH Survey a N : w I, z I HOUSEi2 I identified in said Subdivision Guarantee under Auditor's File `' ~ 5,998 SF .38 1,118 SF w I c I o `r Number #9509010078 (Record of Survey), #201607280079 o -I I s °25'a2'E MUNI< . a o FIRST QUEEN 0 -I (Manage Natural Resource Lands Disclosure) and a_ PLAT BOLITARY N I 1709 12TH a Z - W �� 'i.oisii-I cu ANNE ADDITION LI 201607280081 (Deed of Trust). o a oo I 10 I I 9 0 1 c14. ADU I I m I I N 4. Zoning: (R3) Residential Medium Density. FOUND MONUMENT w .,O-I o e I °�'' 760 SF 38B' o I I ., z 5. Water Supply: City of Anacortes. IN CASE I b a � 8 i z I (I I 5 xz 4 I 3 W 6. Sewer Disposal: City of Anacortes 2-22-2018 z o w^ 5.0' Y I I I I o > 7. Storm Sewer. City of Anacortes. w =o °�0 O 44,68' 75,28' I ----S l - I - 1 Q 8. This is a boundary survey only. Not all utilities were > cu W N p PAVED 119.96 S 89°25'42' E aI investigated. Q (2)* '-' ,-ALLEY 6,9' 16' ALLEY' 3 --4 ` w¢w i x--I-A - =R1---A.--i-f - I -I- - - - - - a = Iiv40 0 1 OARI I ' 11,ce9P�s ni a EUr� I I I BL;CK 4I � D �I 1 I oo84' San I I I I o z 1122o I I I w c. 2~� NUN<'S FIRST QUEEN I I of LOT COVERAGE CALCULATION ANNE ADDITIEb1 I I o I LOT A AREA = 5,998 SF o� I I i �� BUILDING AREA = 1,878 SF I i RIO& CAP Pts 31% COVERAGE/ 507. MAX 24 11 12 1 13 j 14 1 15 16 17 18 19 20 ALLOWED. - I - I I - I 1 a HELD BEARING 'a ROS AF #201612200069 I L _ _ S 89szr °25'42' E 379.91' (380' PLAT)- _ - R 13TH STREET AFTER ADJUSTMENT SECTION 24, TOWNSHIP 35 N., - ® \ UNOPENED ROW ADDRESSES: LOT AREA RNG. 1 EAST, W.M. ® 1 �� LOT A 1709 12TH STREET 5,998 SF MY OF ANACORTES, -� d II LOT B 1715 12TH STREET 5,998 SF SKAGIT COUNTY, WASHINGTON. a. h AF #201612200069 ®, N GRAPHIC SCALE c 40 0 20 40 A .... 80 160 4-I j I �.� 1 Property Owners George Bourque ®ED a I ( IN ter ) 1709 12th Street 1 inch = 40 ft. Anacortes, WA 98221 _`� BLA-2018-0002 =c00PRr '= SURVEYOR'S CERTIFICATE HERRIGSTAD f BOUNDARY LINE ADJUSTMENT -� Nu SURVEYOR <v r'o'f.,'+sti' ,, , THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER _-e mx DALE K. HERRIGSTAD P.L.S. $,`,`- , -�,�: MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE ENGINEERING AND SURVEYING FOR GEDRGE B�URQUE �� 9� h, f��; SURVEY RECORDING ACT AT THE REQUESI OF GEORGE BOURQUE IN 4320 WHISTLE LAKE ROAD $.( : . i DECEMBER, 2017. AIVACORTES '�1 A 98221 "Fs*; ,. c i 4320 STLE LAKE ROAD, ANACO ZTES WA SCALE DATE: JOB NO: s;- DALE K. HERRIGSTAD, P.L.S. - 1»=40' June 4, 2018 2016-102 360-299-8804 'h'AL LPI, Certificate No. 2 r� 7 PHONE (360) 299-8804 6����� ,,,.�° Date 'J VNE 2-0( DRAWN BY; CHKD BY: SHEET: OF: DALE H. DKH 1 2 -- -- -- ' -- - -- -- 1709 12TH STREET BOUNDARY LINE ADJUSTMENT IN THE N.E. 1/4, SEC. 24, TWP 35 N. , RNG 1 E. , W.M. CITY OF ANACORTES, WASHINGTON LEGAL DESCRIPTION BEFORE ADJUSTMENT LEGAL DESCRIPTION AFTER ADJUSTMENT PARCEL 'A': P56551 LOT 'A': Fractional Lots 5 through 8, inclusive, Block 4, 'MUNKS' FIRST QUEEN That portion of' Fractional Lots 5 through 7, inclusive, Block 4, ACCEPTANCE ANNE ADDITION TO ANACORTES,' as per plat recorded in Volume 3 of' 'MUNKS' FIRST QUEEN ANNE ADDITION TO ANACORTES,' as per plat This Boundary Line Adjustment is hereby examined and approved for Plats, page 1, records of' Skagit County, Washington. recorded in Volume 3 of Plats, page 1, records of Skagit County, Washington, acceptance the _ _day of Situate in the City of Anacortes, County of Skagit, State of Washington, And that portion of Fractional Lots 5 through 7, inclusive, Block 2, 'PLAT OF H. H. BARBER'S ADD. TO ANACORTES, WASH.,' as per plat City Engineer PARCEL 'B'; P58011 recorded in Volume 2 of Plats, page 99, records of Skagit County, Washington, described as follows: Fractional Lots 5 through 8, inclusive, Block 2, 'PLAT OF H. H. Subdivision Administrator BARBER'S ADD, TO ANACORTES, WASH.,' as per plat recorded In Volume BEGINNING in the Northeast corner of Lot 5, Block 2, of said 'PLAT 2 of Plats, page 99, records of Skagit County, Washington, OF H, H, BARBER'S ADDITION', thence North 89°25'42' West, 48,90 feet; Situate in the City of Anacortes, County of Skagit, State of' Thence South 0°34'23' West, 58,00 feet; CONSENT: Washington, Thence North 89°25'42' West, 26.38 feet; Thence South 0°34'23' West, 42,00 feet; Know All Men by we the undersigned owners certify that the Boundary Line Thence South 89°25'42' East, 75,28 feet; Adjustment is made as a free act and deed, in Witness whereof we have hereunto Thence North 0°34'23' East, 100.00 feet TO THE POINT OF BEGINNING set our hands and seals this day of , 20_. Situate in the City of Anacortes, County of Skagit, State of Washington. GEORGE BOURQUE LOT 'B': That portion of Fractional Lots 6 through 8, inclusive, Block 4, 'MUNKS' FIRST QUEEN ANNE ADDITION TO ANACORTES,' as per plat recorded in Volume 3 of Plats, page 1, records of Skagit County, Washington. State of And that portion of Fractional Lots 7 and 8, inclusive, Block 2, County of 'PLAT OF H. H, BARBER'S ADD. TO ANACORTES, WASH.,' as per plat I certify that I know or have satisfactory evidence that GEORGE BOURQUE, as his separate property, signed this recorded in Volume 2 of' Plats, page 99, records of Skagit County, instrument, and acknowledged it to be the free and voluntary act of such party for the uses and purposes Washington, described as follows: mentioned in the instrument. Given under my hand and official seal this day of , 20 . Notary Public in and for BEGINNING in the Northwest corner of Lot 8, Block 2, of said 'PLAT the State of Washington OF H. H. BARBER'S ADDITION', thence South 89°25'42' East, 71.07 feet; Signed Thence South 0°34'23' West, 58.00 feet; Thence North 89°25'42' West, 26.38 feet; Name printed Thence South 0°34'23' West, 42.00 feet; Residing at Thence North 89°25'42' West, 44.68 feet; My commissions expires Thence North 0°34'23' East, 100.00 feet TO THE POINT OF BEGINNING. Situate in the City of Anacortes, County of Skagit, State of Washington. R • 1 5 2019Nov „ , Property Owners George Bourque ` l 1` iAC I 1709 12th Street Anacortes, WA 98221 BLA-2018-0002 SURVEYOR çics HERRIGSTAD BOUNDARY LINE ADJUSTMENT DALE K. HERRIGSTAD P.L.S. � ENGINEERING AND SURVEYING FOR GEORGE BOURQUE �� cz��� 4320 WHISTLE LAKE ROAD ANACORTES WA 98221 27807 0 �� 4320 WHISTLE LAKE ROAD, ANACORTES WA SCALE DATE: JOB NO: Fss �`sr yJ� Noted May 18, 2018 2016-102 360-299-8804 - o'^, _A� PHONE (360) 299-8804 DRAWN BY; CHKD BY: SHEET: OF: DALE H. DKH 2 2