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Permit File BLD-2021-0337 805 24th Street (2)
FOR CODE co Anacortes, Washingtonie • ree drafti n 7 1891 4Ii„s , . & desq -ac 4R o � April 11 2021 r ,� 0 FIELD 11.4 PROJECT INFORMATION: Jonathan Richards e Project Description: New Construction of a Single Family Ana ones,WashingtonSterling 98221 Residence 24TH STREET Provide Access : M 360.391.0832 em jonathan_ffehohnalicom t n t from the alley way , Buildi g Officia • City of Anacortes and removing the c 24th St 24th St 24th � � Project Description: • access from 24th 6m Building Classification: UNSPRINKLERED New construction of a Street. Project 1 Single Family Residence Location <> CO VD Zoning: R4 (Residential High Density) Portion of Lots 7 E.8, Blk 17, Bioswale Ditch Bioswale Ditch 81 5 f Nelsons Addition x 81¢ 4, Title Holder: Randy Click - Click Construction, LLC Pta P135416 Sty 3807-017-008-0105 Existing Culvert". t` cell 360 299 9682 , , cell 360 999 0733 Remove the em randyclick70@gmail.com Plan information: existing culvert , Total Heated 1,124 SF xi and enhance the a Silt Fence i , > Contact: Randy - Click Construction, LLC Lot 2,999 SF swale with 3:1 ( Click O X , x� ` cell 360 299 9682 side slopes and _ cell 360 999 0733 1-foot bottom. Property Line 27.99 , iir �- 1ei0 em randyclick70@gmaiI.corn 804 Connect to Bioswale 818 241B Project Location: 805 24th Street Water ©® 10'Setback r Anacortes, Washington 98221 r 7 I ) ) SkagitCounty 25th St 25th St410111 �,._.� 4 G.. .. w.�T. . �u.w, ti �_..,.� x Parcel ID Number: P 135416, 3807-017-008-0105 25th St '0 , (1) ri... Legal Description: Portion of Lots 7 & 8, Block 17, Nelsons Addition O.H, poi Plan Note: Plans Are To Be Reviewed By All L Subcontractors Prior To Starting Illim CO A\J Vicinity Map Construction. If Discrepancies Exist Please V Contact The Owner, Designer or c _ 70. I I Scale: NTS Contractor For Further Information. t C.� e EC in Stile' � ? 4 � • 01. 0 riLe 0. 0 in a Health and Quality of Trees Proposed for Planting. Trees proposed for in a, planting must meet the following minimum standards in order to be cy credited towards satisfying the tree density requirements of this O =I chapter: Le) 8 Q•. 1. Each tree shall be healthy stock and carefully planted in a 0 C three-foot or larger hole in good, appropriately fertilized topsoil; CODE BREAKDOWN/WESC REQUIREMENTS: a CO2. Each required deciduous tree shall have a minimum of two-inch caliper within six inches of ground at time of planting; New Construction to be in compliance with the following Codes In addition to the local jurisdiction codes of current State and City. 3. Each required evergreen tree shall have a minimum height of eight o feet at time of planting; 2018 IRC INTERNATIONAL RESIDENTIAL CODE o LOT COVERAGE: EROSION&SEDIMENT CONTROL: EROSION BMP NOTES: E 2018 IMC INTERNATIONAL MECHANICAL CODE `o RESIDENCE AREA 1124 SF 1.EROSION CONTROL TO BE MAINTAINED WITH THE 4. Trees planted shall include a mix of coniferous and deciduous c (NO STOCKPILE SOIL AND COVER USE OF A SILT FENCE ALONG THE LOWER GRAVITY trees. At a minimum, thirty percent of the trees planted shall be 2018 UPC UNIFORM PLUMBING CODE15 LIMITSOREDINATRENCF N.SILEDWITHT FENCE ISTOBE 2018 WESC WASHINGTON STATE ENERGY CODE LOT AREA 2,999 SF X X X SILT FENCE ANCHORED IN A TRENCH FILLED WITH ONSITE SOIL. coniferous; C 3.0 CREDITS REQUIRED: see Worksheet 5'-1" 17'-10" I 5'-1" 2.ALL SPOIL SOILS TO BE HAULED OFF SITE. the total number of 10.39' / '� i, / LOT COVERAGE 37.4% Xe�� CONSTRUCTION ACCESS 5. To avoid potentially unhealthy monocultures, 1.0 HEAT PUMP 0 O , TOTAL CUT 90 CY 3.ALL CONSTRUCTION VEHICLE TIRES TO BE any individual species of replacement tree planted shall not exceed O3 I 1 STORM WATER CONNECTION (BRUSHED NOT WASHED)FREE OF DEBRIS BEFORE O I - I � (EXCAVATION AS BACKFILL) O LEAVING THE SITE. thirty percent of the same species or thirty-five percent of the same 2.0 EFFICIENT WATER HEATING 5.5 Revisions: Q it I Q TOTAL AREA OF DISTURBANCE 1500 SF genus of the total number of all replacement trees planted. Print Date 4/11/21 N I I N al BMP T 5.12 4.THE CONTRACTOR SHALL KEEP OFF-SITE STREETS 1` \ , I ro SHEET DISPERSION CLEAN AT ALL TIMES BY SWEEPING AND SCRAPING 3.O TOTAL M L — — 03 BMP T5.13 ON A DAILY BASIS.WASHING OF THESE STREETS 6. Where possible, required trees should predominantly be selected it /K\ / \ N 10'Setbackl POST CONSTRUCTION WILL NOT BE ALLOWED WITHOUT PRIOR from the native tree species. The city planning department will r— ( \/ i SOIL QUALITY&DEPTH APPROVAL, maintain a list of native tree species. (Ord. 2756 Att. F, 2006) / 5.STABILIZATION OF UNCOVERED SOILS SHALL / \>V I HAVE STRAW APPLIED. 0 1 0 Index: Property Line 38.38' Sewer/Power/Gas Cove Plan r Page A1.0 Foundation Plan A1.1 Floor Plan A2.1 Section Detail i 6' ALLEY Roof Plan A3.1 Building Section A4.1 Elevations /N Site Plan Cover Page Site Plan Vicinity Map I 0 5 15 25 I I Scale: 1" = 10' 3o5 24TH STREETawls �fusimimplw, G 77 E- �.... V # ♦* 8'./ - * ` TZ cluiA, 4 P/2 .�.0.� _ Bioswale Ditch •����♦,����♦` r &ippit o _ ��j`j���`,� Bioswale Ditch _ V._-! ; 2e=Ss �Q , Yam.! Existing Culvert !Ijr\E-- <-------\�.�: ! N � filliog oci Silt Fence 01-01- PAN, roper Line 27.9 '' ter. _ . _ ,— - — a tR Connect to Bioswale Ql UE 5TR/L J uNr' � � -� g 0 I i Water ..' - 0 r icoc�1 11‘116- .31/-- s5 I ly O.H. i 1 p4t,A d 0 ,,, CV , ii .7o JUN 2 .4 1021 \ ,, 12 _ de�Ge ,., ;OF ANACOI TES - �Va 0, o 0 _ o. 2 0 i)tpl@ Ni\\r_l VA\-\\\i -al o _.I L._ a' 0 FANALGG ES L c. LOT COVERAGE: E 2g #U� _,` Q ,,a, RESIDENCE AREA 1124SF 8/ r, e `�LOT AREA 2,999 SF 5'-1" 17'-10" 5'-1" $.39' j LOT COVERAGE 37.4% t 0 I TOTAL CUT 90 CY urr (EXCAVATION AS BACKFILL) ID - I I.Q TOTAL AREA OF DISTURBANCE 1500 SF ci /K\ / \ c`4 10'Setback) ci 5 D 1,4`/GI5 r-- ( \/ v / 0,6 h c i = -- -- --- Y C / /e 6 Su< foil Li- C 5 I j '1 FD4t CODE r �Q , w� �1AlliCk Y { n 1r-1 rrl Iblia Y 1891 C�r_ � I 11 �r0 FIELD Iv" lit I 1 'FOUNDATION FL J4 24o1l<S: # I. 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".___J 1---- --•�-• 4 --. -- - R.r�.f �- YS{i 1ti --.:...-+-•__• -- ""10 ._• . ....:-+.. - -.- - ' Cursorreing YM pielp IQ i.dpi$111 II I 1 I SC.44WI 1 CAPONG .{e•Q* 1.mmitaki 11.R #S 4 lel -I tuollitiliviaa r-. 7 WallerAs,l L#'-0' CO i #r a1r L f 11' skit- I T '� Tr:: fi�F 11L111�r ?edlM #L1 Fluor Plan rrw, ... =-- 0 - - ?�? __�� illio Go Ilaer Mai� cif4 FI itel9crWee 3%ws.:114'..1' `c,'1of""" * .. Iii #c . I S' t {'yTi �J1A2. 1 7 cLF via 1 a� a i M+Y t ' , lia- ri 7 it ,_, . t- t44 li . 1 ?A '1.7:1- . t 1;1' 4O21i F . l li 11 1 JUI4 2 lir h k u L.) , ___ „. •r:46 °W. : , - Idr F 4.. - L rim~' , ` 1 �ovg,coDE ,o�A FOUNDATION PLAN NOTES: 1..- --'- I► .'-• CAllpi , {T. 1. PLANS TO BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO M STARTING CONSTRUCTION. IF DISCREPANCIES EXIST PLEASE d raftl �G7oak CONTACT THE� 1891 A) , . DESIGNER FORO FURTHER NFORMATIONWNER, GENERAL TRACTOR, OR THE g & deLc c o L, �r0 FIELD x/' .- SIDING PER ELEVATIONS NOTE: LOCATE PASS-THRU OPENINGS 2. TYPICAL FOOTING THICKNESS TO BE 12"AND A DEPTH OF 8" #15 BUILDING PAPER SOLID BLOCKING OVER ALL BEAMS AT EACH STRIP FOOTING AND WITH THE TYPICAL FOUNDATION WALL THICKNESS TO BE 6". 1/2"OSB PLYWOOD SHEATHING EVERY 25 FT. SEE DETAILS ON THIS PAGE FOR FURTHER INFORMATION. 3/4"T&G PLYWOOD SUBFLOOR 3. PROVIDE 1/2"ANCHOR BOLTS WITH MINIMUM 7'EMBEDMENT AT Jonathan Richards 48"O.C. MIN. PROVIDE MINIMUM OF 2 BOLTS PER MUD SILL Drive ,.s?,..s?..s?._s?..s i( 888 Ana Anacohan5105 nes,Washington 98221 6.!� 1.25"TIMBERSTRAND PIECE. PROVIDE MINIMUM DISTANCE FROM END OF 3.5," RIM JOIST ✓ MAXIMUM DISTANCE OF 12."IF BOLTS ARE NOT PROPERLY ph 360.391.0832 2X6 PRESSURE TREATED SILL PLACED,ALL THREAD AND EPDXY CAPSULES MAY BE USED em ionathaq-59ehomwu.com <68g8'7.--8?___ s Ai� W/ 1/2"X 10 A.B.s @ 48"O.C. TJI FLOOR JOISTS PER PLAN INSTEAD. W/ 1/4"X 3"X 3"PL WASHERS 2X4 DOUBLE TOP PLATE WITH R-30 BAIT INSULATION Project Description: 4 #4 CONT.TOP BAR CONNECT TO EACH 4. 4"CONCRETE SLAB WITH COMPACTED BASE MATERIAL AND 6 \ ►_— _ \ JOIST WITH 2 16d NAILS - � USE 4X10 HEADERS FOR ACCESS MIL VAPOR BARRIER. OPTIONAL REINFORCEMENT WITH WIRE New Construction of a z -- MAINTAIN 30X24 MIN FOR Single Family Residence FLOOR JOISTS ° FINISH MESH OR REBAR. CLEARANCE PER PLAN , ° GRADE k, W/R-30 BATT - 2X4 STUDS @ 16"O.C. ►` zMAX (HOT DIPPED 5. 4"CONCRETE LANDINGS TO BE 1/8"LOWER THAN THRESHOLD. Portion of Lots 7&8,Bik 17, INSULATION ° = I-� I GALVANIZED POSATIVE SLOPE AT 1/4"PER FOOT AWAY FROM BUILDING. Nelsons Addition #4 VERT.REBAR ° ° 2X4 TREATED PLATE BASE CONNECTION Pik P135416 RELATIVELY OR POWDER ACTUATED 3807-017-008-0105 @ 18"O.C. IMPERMEABLE OR USE PROTECTIVE NAILING ON SILL PLATE 6. ALL BOTTOM PLATES AND ANY LUMBER IN CONTACT WITH z - - LAYER TOP SOIL BARRIER AT CONCRETE \ w,,, CONCRETE MUST BE PRESSURE TREATED. � ° Plan Information: . _ 8. PROVIDE FULL BEARING UNDER ALL POINT LOAD LOCATIONS TIGHTLINE STORM (2) #4 CONT. ° ° ° ° 63 (BEAM & HEADER ENDS).SOLID BLOCKING TO BE PROVIDED Total Heated 1,124 SF ° � y'� DRAIN VAPOR BARRIER ''''=' \ HOR. BARS : ° a° ° ABOVE ALL BEARING WALLS & BEAMS INCLUDING DECK BEAMS. Lot 2,999 SF �`--- ''-"- —DRAINAGE GRAVEL o \ ,. ° , )s°.. :;t� •. °3'MIN. r-\ ° . " 4"DIA. PERFERATED 9. PROVIDE FIRESTOPS AT ALL APPLICABLE LOCATIONS, INCLUDING , y 3 I HOLES AND ANY OPEN AREAS. DI\-- . ° ► ...a FOUNDATION DRAIN I II� (1�1 IIII I I �_ 10. MATERIALS TO MEET THE FOLLOWING GRADES: (2) #4 CONT. 3" 6" 3 UNDISTURBED - ; i i HEADERS TO BE 4X8 HF#2 UNLESS NOTED OTHERWISE. BOTTOM BARS, / / / / NATURAL SOIL PER PLAN OR 24" GLAM BEAMS TO BE DF SPECIES AND HAVE A 24F-V4 RATING. U.N.O. OR ENGINEERED / / COLUMNS TO BE DF#2 OR HF#2. FILL STUDS AND TYPICAL FRAMING MATERIALS TO BE DF#2, HF#2, / 1 Foundation Detail Scale:1"=1'-0" /21 Strip Footing Detail Scale: 1"=1V-0" OR SPF. 1,1 �A1. 11. INSULATION TO MEET THE MINIMUM PERSCRIPTIVE REQUIREMENTS OF THE WSEC. INSULATION VALUES ARE AS FOLLOWS: 111111111. CEILINGS Provide cleanout at base EXTERIOR WALLS R-29 OR R-38 IN SINGLE RAFTERS1 a) r of rain leader at tie in to JOIST FLOORING R-30 N ao drain per UPC 1101 .13.1LIN 0. t" 4 0) V elm ac :c V h 2 VII aZ 0 gm Crawl Access Opening: ii csi (Al 305x22"Min.With Verify Plumbing O l ) Removable Panel Locations Provide Access LO 8 Well/Barrier oc \ \ r 1.25"Timberstrand Rim @ Perimeter(Typ)_ Q o .r D H I C kI— —1- 4 —I I . 1 . 1— L' k-1--— —,; 4 . —4 . —I . I . . 1 . � �— . —[- 4 LI . 1 ' I I— 1- -_ =,,-- — 4I I I 1 1 I 1 1 I I 1 1 I 1 I I I 1 I 1 1 I 1 I I 1 1 1 I I I I I I , , 1 , 1 , It° I �I I I I I I I :1 e ,I I �I I I I 1 1 I I I I I I I I f I L I I 1 it I I I I 1 1 I ( I 1 1 I I I 1 I n_' 1 I� II O I I `� ___ I I I I I I I I I I I I I iI I o • 1 1 I I 1 I I 1 I 1 1 I I 1 I I 1 , I :I; :1 I I I I I I I I I I I I I I I 1 I 1 I �,�I° , Aco bei l I I I I I I I I I I I I 1 I --E---�I` . I 1 I I I 1 1 I 1 1 1 I 1 1 1 I 1 1 I I 1 1 I 1 1 1 I 1 1 I I 1 1 I 1 I I I IF 3 rt 12x12 Conc ° I I I I s I I I I 9 1/2"TJ1 110 0 19.2"O.C. I I I I ( II°_. Sr Sr Pier Pads 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I1. d - l I t- t -t 1 -1 I I I- t f t -[ I- I- fi t -I I I- 1- fi f t 1I I• --+ --F - —I- -1- - E- +- -►- - -i" — "F. - —1- -1— - -1- -I- -F -+ � -� 1- -1- 1- - +-- - -- - -+- - -I- - -4 - -I - -1- -I- -1-• — +- - 4- - - - -I- - 4I. I I I I I I I I I I I I I I I I Revisions: --- \ I ' ° I I I I I 1 I I I 1 I I I 1 I I I I I I I I I I I 1 1 I I I I 1 I I I 1 I I I Print Date 4/1 1/21 2 I I l l l l l l l l l l l ail I ex� I I I I I I I I I I I I °. < I 1 I I I 1 1 A1.1 I 1 I I I 1 I I I 1 I 1 I o m 1 I c I I I I I I 1 I II �-� � I I I I I I I I I I I I I = � I ii I I CITY OF ANACO RTES x I 1 1 1 1 I I I 1 I I C = I I x l 1 1 I 1 I 1 1 I 1 I I I 1 1 �� ° �. I I I I I I I I I I I I I I � FtI I " 3 I I I I I I _.J \ ' � I I I 1 1 I I I I 1 I I I I LLLiiiii ' � I LLLIIJJ I I LLLiv PLANNING AND BUILDING DEPT: oLj. - _IJ LLLIIIJ I I I I Index: APPROVED PLANS Co--4 Cover Page A1.0 1 I I r I r I I 1 T. i a1 1 -I r 1- 1 1 I l r 1 I I 1 l r 1 I. � i `I• \ \ L _1 \ Site Plan REVIEWED FOR CODE COMPLIANCE i Foundation Plan A1.1 Floor Plan A2.1 PERMIT #: BLD-2021-0337 Concrete Landing Alternate Section Detail 805 24TH ST Provide Flashing At Wood 63'-0" Roof Plan A3.1 ADDRESS: / / Building Section A4.1 APPROVED BY: --PL, Elevations SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT BE ALTERED WITHOUT AUTHORIZA ON. Foundation Plan Plan <Imo 0 2 5 10 I I Foundation Plan Scale: 1/4"= 1' �o4oRcoDE ,��A FLOOR PLAN NOTES: 'TY c, Lmow Apk,,,, 9� 0Y O- 1. PLANS TO BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO rn TRUSS PER PLAN G \, STARTING CONSTRUCTION. IF DISCREPANCIES EXIST PLEASE d rafti �G -1-891--"� ASPHALT SHINGLE ROOFING DESIGNER FOR CONTACT THE OF FURTHER NFORMATIONWNER, GENERAL TRACTOR, OR THE ( O/ gCOg'S `0 30#FELT INTERWOVEN �` delghc PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT 1/2"OSB SHEATHING t4IIIIPV) DEPARTMENT �roFrEwt�se� \ CO 2. ALL WOOD IN CONTACT WITH CONCRETE (BOTTOM PLATES) Mailing Address: P.O. Box 547, Anacortes, WA 98221 MUST BE PRESSURE TREATED MATERIAL. USE CORROSION �,,_ VENT BAFFLES BETWEEN TRUSSES Office Location: 904 6th Street, Anacortes WA 98821 RESISTANT FASTENERS WHEN IN CONTACT WITH PRESSURE w/1"MINIMUM AIR GAP Phone: (360) 293-1901 TREATED LUMBER.ALL EXTERIOR WALLS ARE FRAMED WITH 2X6 VENTED BLOCKING STUDS AT 16"O.C.AND SHEATHED WITH 1/2"OSB PLYWOOD OR Jonathan Richards ;� BETWEEN TRUSSES Instructions for Printing Digital Plan Review Documents BETTER WITH 15# BUILDING PAPER.ALL INTERIOR WALLS ARE 5105 Sterling Drive This City of Anacortes Planning,Community,and Economic Development has adopted an optional digital plan review Anacortes,Washington 98221 FRAMED WITH 2X4 STUDS AT 16"O.C.AND SHEATHED WITH 1/2 process, in response to COVID 19, for those who wish to reduce contact or reduce natural resource use. If you have GYPSUM WALLBOARD UNLESS NOTED OTHERWISE. any questions please contact the The Permit Coordinator at 360-293-1901. We are also interested in any comments ph 360.391.0832 i� 5/4X8 W/W SPRUCE FASCIA you have to improve this system. em lonalhan_Mhonnae.com 3. CONFIRM ALL DOOR, WINDOW, FIREPLACE,AND OTHER it" ROUGH OPENING SIZES WITH OWNER/CONTRACTOR PRIOR TO ,,,, ,- WALL CONSTRUCTION.ALL VERTICAL GLAZING TO HAVE A Project Description: .S----?, It is the applicant s responsibility to provide copies of all U-FACTOR OF 0.27 AND TO MEET TEMPERED REQUIREMENTS. New Construction of a —J PER PLAN EXPOSED PLYWOOD SOFFIT approved submittal documents for use on the job site. SOLAR HEAT GAIN COEFFICIENT (SHGC) TO BE 0.25 TYP, U.N.O. Single Family Residence R-49 BLOWN-IN INSULATION 4. PROVIDE SMOKE DETECTORS WIRED TO THE ELECTRICAL SYSTEM C s/s"GYPSUM LID • Documents with color or with approval stamps are to be reproduced in WITH BATTERY BACKUP ON OR NEAR THE CEILING OF EACH Portion of Lots 7&8, Bik 17, lAt color, or black and red. FLOOR AND IN ALL BEDROOMS. CARBON MONOXIDE (CO) Nelsons Addition (HI) HURRICANE CLIP PER TRUSS \ ALARMS TO BE PLACE OUTSIDE BEDROOMS. Pl 5 6 • Documents shall be provided in full size, and to scale. 3807-017-008-0105 • It is advisable to protect the documents from inclement weather. Plastic 5. PROVIDE EXHAUST KITCHEN FANS AT MIN OF 100 CFM AND BATHROOM FANS AT MIN OF 50 CFM. FANS TO BE INSTALLED PER Plan Information: sleeves are available upon request. MANUFACTURERS SPECIFICATIONS AND TO BE VENTED TO THE TYPICAL 4X10 HEADER • All drawings, engineering, surveys, and supporting documents are OUTSIDE OF THE RESIDENCE. MAINTAIN 3FT CLEARANCE OF VENT Total Heated 1,124 SF DISCHARGE TO ALL OPENINGS (INCLUDING INOPERABLE). required to be on the job site at the time of inspections. If documents Lot 2,999 SF are not available, the inspection will be cancelled. After the second 6. 90%OF ALL PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES cancelled inspection, a re-inspection fee will be charged. SHALL BE HIGH EFFICACY LAMPS. 7. PROVIDE FULL BEARING UNDER ALL POINT LOAD LOCATIONS o Be sure your packet includes: (BEAM & HEADER ENDS).SOLID BLOCKING TO BE PROVIDED = • Permit ABOVE ALL BEARING WALLS AND BEAMS. °9: • Permit Inspection Card, print on heavy stock if possible. This will need to last the 8. PROVIDE FIRESTOPS AT ALL APPLICABLE LOCATIONS, INCLUDING o duration of your project. HOLES AND ANY OPEN AREAS. 2X4 @ 16"O.C.EXTERIOR WALL • Site Plan DOUBLE 2X6 TOP PLATE PT 2X6 BOTTOM PLATE ` -SHEATHING&SIDING PER PLAN • All Drawings 9. MATERIALS TO MEET THE FOLLOWING GRADES: W/1/2"A.B.@ 48"O.C. 15#BUILDING PAPER HEADERS TO BE 4X8 HF#2 UNLESS NOTED OTHERWISE. MIMI • Stormwater Plan or SWPPP GLAM BEAMS TO BE DF SPECIES AND HAVE A 24F-V4 RATING. • Engineering, if included in submittal COLUMNS TO BE DF#2 OR HF#2. 03) r 9 1/2"TJI FLOOR SYSTEM y • Landscape Plan ` STUDS AND TYPICAL FRAMING MATERIALS TO BE DF#2, HF#2, N WITH 3/4"T&G SHEATHING • Any other supporting reports or documents R-30 BATT INSULATION INSULATION PER CODE OR SPF. a) rI3 10. INSULATION TO MEET THE MINIMUM PERSCRIPTIVE REQUIREMENTS ►..0 Being properly prepared with the necessary plans on site will allow our OF THE WSEC. INSULATION VALUES ARE AS FOLLOWS: I'M g inspectors to complete your inspections. We appreciate your assistance. CEILINGS R-49 OR R-38 IN SINGLE RAFTERSV) .2 . VN'S 2X6 PRESSURE TREATED SILL EXTERIOR WALLS R-21 W/1/2"X 10"ANCHOR BOLTS @ 48"O.C. - JOIST FLOORING R-30 c I W/ 1/4"X3"X3"PLWASHERS •� _ I,� h V FINISH GRADE MOM 2 mti 4141. d 6"FOUNDATION WALL 0 Z '\ W/(1) #4 HOR.TOP REBAR csi in e .\ •#4 VERT.REBAR @ 18"O.C. 63'-0" TIGHTLINE STORM DRAIN / / it N 12'5c8"FOOTING--`• m a 't_ 6'-0" 12'-6" 6'-6" I� 2'-9 1/2" 2'-6" I� 3'-2" 2'-10 1/2" I� 5'-l 0 1/2" 5'-7' I�2'-4 1/2" 7'-9 1/2" 5'-0 1/2" 0 W/(2) #4 HOR.REBAR DRAINAGE GRAVEL Lo 8 #4 VERT./HOOK REBAR . 9 4 °° 4"DIA.PERFERATED / / / y / y / y / Y / / /---- AN ° ' °ilk FOUNDATION DRAIN C. 4-0/3-6 HS 4-0/1-0 HS 4-0/3-6 HS 4-0/4-0 HS i 2/0-3/0 SH 0 a \ \ ci \ b -4 ' � ___ \ 6 d \ I. a vV 5-0/4-0 Pic/Bottom HS r—"`I-' 4X8 HDR • • 7'2 5/8"Hdr AFF 100 CFM WHOLE Typical Wall Section Scale: 3/4"= ,' o HOUSE FAN � W yp _ 5FT r/S C d5 0 3 ,, 0 0 Q 7-0 _ "' C Bathroom FAN P Q O� 3 Laundry N € c�D '# 1. FAN ' ( VTO pp �i '1i'� VTO 2c Living -. ��, Kitchen '� 2468 '"' Bathroom ; ,' ' Bedroom 2 0 ATTIC ACCESS 4+ 1 O i '. 1 O. I �I O N co 0 1� \ I -I 2468 2868 I \ �; 0 -o 8'CEILING TYP c? Smoke J `0-�- <30"AFF I AFF 26"ABOVE '� N Detector U Revisions: FINISHED GRADE `o y 5068 iN Print Date 4/11/21 Z `' o \ ' Master z \ ��� V �� Closet N 2668 9`— r N co 21 468 '9 CO/Smoke 0 OQ \ M Entry Eating Nook ,� \ Detector 3'-9 1/2 2'-4 1/2" 7'-11 1/2" Pan — /� / / / M ®Smoke - �'�/ Detector 43 — Mech v) Hall \ index: M Cover Page A1.0 \ \ 3068 \____ p cl \- Site Plan 4-0/4-0 HS - a= 5-0/4-0 HS 3X5'LANDING 4-0/4-0 HS Foundation Plan A1.1 m E g ` Floor Plan A2.1 = e. e O b Section Detail co Roof Plan A3.1 16'-0" 6'-0" 4'-2" 4'-0" 6'-1 1" 8'-8" 9'-4"_ 7'-5" 7-6" Building Section A4.1 / / / /r / '1 / / Elevations 11111.<11/ Floor Plan Plan See Engineer stamped sheets for sheer wall and hold down locations. 02 5 11 I Floor Plan Section Detail Scale: 1/4"= 1' A2 . 1 ovg,coDE ,0�r L, Aph,„ ROOF PLAN NOTES: L, 1� Y O Ty. 1. PLANS TO BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO M STARTING CONSTRUCTION. IF DISCREPANCIES EXIST PLEASE d rafti n wiliat, CONTACT THE OWNER, GENERAL CONTRACTOR, OR THE N�7�,4„, 1891 A) R DESIGNER FOR FURTHER INFORMATION. & de Lr ,to FIELDtCO �se� ASPHALT SHINGLE ROOFING 2. FOLLOW ALL TRUSS FRAMING DETAILS PER MANUFACTURER. 30# FELT INTERWOVEN 1/7'O.S.B.SHEATHING 3. ROOF TRUSSES TO BE SHEATHED WITH 7/16"O.S.B.WITH 30# FELT TRUSS PER PLAN -s \�` VENT BAFFLES BETWEEN TRUSSES AND ASPHALT SHINGLE ROOFING. CEILING LID TO USE 5/8" Jonathan Richards W/ 1"MINIMUM AIR GAP GYPSUM WALLBOARD. \.\ VENTED BLOCKING BETWEEN TRUSSES Anocorh3 ,5105 tes Drive nashington 98221 4. PROVIDE ROOF CROSS VENTILATION FOR EACH SEPARATE `�. EXPOSED PLYWOOD SOFFIT SPACE,AND CONTINUOUS RIDGE VENT PER 2018 IRC.TOTAL NET ph 360.391.0832 FREE VENTILATION AREA SHALL NOT BE LESS THAN 1 TO 300 OF em Jonat an_590hotmaLcom , � � 5/4X8 WW SPRUCE FASCIA THE AREA OF THE SPACE VENTILATED. Project Description: 5. ALL ROOF PITCHES ARE TO HAVE A 4/12 SLOPE U.N.O.SEE New Construction of a PVir 5"CONTINUOUS ELEVATIONS. Single Family Residence f 1 METAL GUTTER i._-------� 6. PROVIDE ATTIC ACCESS THRU 22"X30"MIN OPENING INSULATION PER CODE PER PLAN Portion of Lots 7&8, Bik 17, WITH REMOVABLE PANEL. FRAME WITH 2x12 MEMBERS. Nelsons Addition 2X2 WW TRIM P8 6 HURRICANE CLIP PER TRUSS 7. ALL OVERHANGS TO BE 18"U.N.O. 3807-017-008-0105 (H2.5A OR SIMILAR) r-_-- SIDING PER ELEVATIONS 8. MATERIALS TO MEET THE FOLLOWING GRADES: Plan information: HEADERS TO BE 4X8 HF#2 UNLESS NOTED OTHERWISE. �3� Roof Truss Connection Scale: 1"=1'-0" GLAM BEAMS TO BE DF SPECIES AND HAVE A 24F-V4 RATING. Total Heated 1,124 SF COLUMNS TO BE DF#2 OR HF#2. \2 1y STUDS AND TYPICAL FRAMING MATERIALS TO BE DF#2, HF#2, Lot 2,999 SF OR SPF. 9. INSULATION TO MEET THE MINIMUM PERSCRIPTIVE REQUIREMENTS OF THE WSEC. INSULATION VALUES ARE AS FOLLOWS: CEILINGS R-49 OR R-38 IN SINGLE RAFTERS EXTERIOR WALLS R-21 JOIST FLOORING R-30 MOM w if— NI WN roll NEIN O4EN g V) in C V S t V h Vill C 1411111111 ° et CN � °` 0 10 Li 0 a a 0 Q b d 1 I. .1 I.I. I — it - - - - In d - - - - � � — � r I' d - - - - CO I tiA I 11 • 02 I I II I Li_ I 1 I o ocl co vt I - - a r — — � �i v J d I L' O I•o Roof Rids a/Ridge nt • o I I I a. I= ( _ Revisions: I I I 4I L I Print Date 4/11/21 I I I 1 ,_ __, , i_ __,_, I L - - ,_ r --1 r► I - - I 1` J L J I II I I I 0 s ( 9A Index: I I P q - - - - � L _I L_ - - - - P q L p I y Cover Page A1.0 e — — — — e Site Plan 0 o Floor Plan ation Plan A2.1 ', Section Detail I Q Roof Plan A3.1 ~ Building Section A4.1 3 Elevations A1.1 P Roof Plan Plan <=10 0 2 5 10 Roof Plan Scale: 1/4"= 1' A3 . 1 Q.o CODEc ,i.4,5 i iii 1 i i e, 2 Asphalt Shingle Roofing Top of Roof Asphalt Shingle Roofing draftin '� & d E'S LC N�'Y� 1891 ,�"�'�o� 12 � Truss Per Manufacturer �%(, 4COR 6I ( t2 12 fir°F1Eu)��5e� Painted Metal Gutters )„, 4 4 4 4'-0 5/8" 8 Ceiling ‘•-p ,I \ 2x8 WW Eave Fascia111 i X- 11 I I I 1111 I I 11 1 11 1111 I I I ! 1111 I II I I I ! 11 I II I 11 1 11 1 1 I I� L� , , 1�1�i1,411�L, ■ 1P. I i, 6'-8"Header Height I ■ 1■ ■ ■ —Typ HeaderJon505 8terltng than iichrds Nardi Soffit / I /// 1 -6 O.H. ! I 1 11 11 11 11 II Anacortes,Washington 98221 rive 1111 :::;/7 �/ / 11 11 Ili � II I , 12-2" ■ // / i ■ 1■ 1■ 5 14'-4" 1 1 i ■ I■ I■ • • I rio ph 360.391.0832 11 II y // / 11 11 111 IINN 8'-11/8" 11 11 11 11 11 11 Kitchen — Dining em jonalhan_.596hohrall.com 11 11 // / 7/ MI 11 IIII 11/ 11 1■1 ■ � ,/ / ■1 ■1 ■1 IIII ■ I� 6"Exposed Shingle SidingI■ 1 ■ 1■ ■ u 1 ■ 1■ ■ 1■ 1■ 1 Project Description: III' 11 11 11 11 T I 11 11 11� 1' I11 11 ■ 11 II ) P 111 II I1 I 9 1/2"TJI Floor System With 1 IIII ■ 3/4"T&G OSB Sheathing New Construction of a 5/4x4 Corner Board \ ■ ■ ■ ■ • ■ • II M IN 1 III 11 Finished Floor 1I11 ■ ■ ■ ■ ■ Single Family Residence v- 11 II II II• • 11 11 If1I 111fI11 11 II 1111111 11111 1 11I 11 1 11 III Finished Grade Z ■1 ■1 ■1 ■1 ■1 ■1 III M ■1 ■1 1 1 II I I ul 1 I I 1 II L ll L11 Li_ [ Portion of Lots 7&8, Blk 17, • Nelsons Addition Finished Grade Crawl Space PB P135416 3807-017-008-0105 5"Address Numbers r.�i North Elevation South Elevation Plan Information: Typ Foundation Strip Footing -See Detail -See Detail Total Heated 1,124 SF 0 2 5 10 0 2 5 10 I = I I I Lot 2,999 SF Scale: 1/4" 1' Scale: 1/4"= 1' Building Section A-A 0 2 5 10 Scale: 1/4"= 1' MOM 12 0 r N 4) W I. 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