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HomeMy WebLinkAboutPermit File BLD-2020-0474 1815 12th Street (2) _ 8-' ' - City of Anacortes Invoice/Permit #: BLD-2020-0474 904 6th Street Applied date: 08/12/2020 P.O.Box 547 Issue date: 01/1912021 "` Anacortes, WA 98221-0547 4. Expire date: 07/18/2022 Job Address: 1815 12TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-2001 Project: APN: P57125 Remarks: NEW ADDITION OF 858 SF TO MAIN LEVEL, SLAB ON GRADE. ADAADDITION. Owner: SUZANNE POLIQUIN-EHRHEART Contractor: ANACORTES CONSTRUCTION SERVICES LLC Address: 1815 12TH ST Address: PO BOX 380 ANACORTES WA 98221-2001 ANACORTES WA 98221-0380 Phone: (360) 421-3916 Phone: (360) 661-6057 License #: General Information: Fees: Use Zone R-3 Building Permit Fee 993.75 Building Valuation 100000 Plan Review Fee 645.94 Occupancy Group it-1 State Building Code Fee Resi 6.50 1st Floor Square Footage 858 Mechanical Permit Fees 78.25 # of Wall Heaters 2 Plumbing Permit Fee 83.00 # of Ventilation Fans 2 Stormwater Review 68.64 New or Replaced Hard Surface 858 Total Calculated: 1 ,876.08 # of Tubs, bath 1 Deposits/Receipts: 0.00 # of Clothes Dryers 1 # of Clothes Washers 1 Total Due: 1,876.08 # of Showers 1 # of Hand Sinks 2 # of Water Closets (Toilets) 1 # of Water Heaters 1 # of Water Piping 2 The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. This permit becomes null and void if work or construction authorized is not commenced within 180 days or if construction work is suspended or abandoned for a period of 180 days at any time after work is commenced. I have read and examined this application and know the same to be true and correct. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY _: 8- Ci-' _ City of Anacortes Invoice/Permit #: BLD-2020-0474 904 6th Street Applied date: 08/12/2020 P.O.Box 547 Issue date: 01 i19/2021 '' . .� ,` Anacortes, WA 98221-0547 Expire date: 07/18/2022 7. '�`° krri`� (360) 293-1901 Job Address: 1815 12TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-2001 Project: APN: P57125 Remarks: NEW ADDITION OF 858 SF TO MAIN LEVEL, SLAB ON GRADE. ADA ADDITION. Owner: SUZANNE POLIQUIN-EHRHEART Contractor: ANACORTES CONSTRUCTION SERVICES LLC Address: 1815 12TH ST Address: PO BOX 380 ANACORTES WA 98221-2001 ANACORTES WA 98221-0380 Phone: (360) 421-3916 Phone: (360) 661-6057 License #: General information: Fees: Use Zone R-3 Building Permit Fee 993.75 Building Valuation 100000 Plan Review Fee 645.94 Occupancy Group it-1 State Building Code Fee Resi 6.50 1st Floor Square Footage 858 Mechanical Permit Fees 78.25 # of Wall Heaters 2 Plumbing Permit Fee 83.00 # of Ventilation Fans 2 Stormwater Review 68.64 New or Replaced Hard Surface 858 Total Calculated: 1 ,876.08 # of Tubs, bath 1 Deposits/Receipts: 0.00 # of Clothes Dryers 1 # of Clothes Washers 1 Total Due: 1,876.08 # of Showers 1 # of Hand Sinks 2 # of Water Closets (Toilets) 1 # of Water Heaters 1 # of Water Piping 2 The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. This permit becomes null and void if work or construction authorized is not commenced within 180 days or if construction work is suspended or abandoned for a period of 180 days at any time after work is commenced. I have read and examined this application and know the same to be true and correct. ,„._--.1___:,....,„,.,..,_,,,...._ .� M 1 - ., SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY �b— Ion — 04 `1 r, i3 PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT t, w� ,t=` RESIDENTIAL BUILDING PERMIT APPLICATION ,7 4" ;,, �! Mailing Address: P.D. Box 547, Anacortes, WA 98221 ' ec09'e, ,t, 1'lj 1 1 al., Office Location: 904 6th Street,Anacortes WA 98821 Phone: (360) 293-1901 PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS ,Street,Suite#): PARCEL(S)#:/3 s-7/ t2s--- it his— /02 411 Subdivision/Lot#: PROJECT VALUATION: $ ! w ,Ali APPLICANT:(S rel io : 'n Phone: i (o f 6,or7 Address(S reet,City State,Z' ) Email Address: /` PROPERTY OWNER: j s /� 'hone: ��O y �/r 0 e iVL) _ ©j I' `�—rt r,��,2b- (��// Address(Street City,Sta Zi Email Address: / !tc6,71 C ACT PERSON: f Phone: ,,,, ceies--- Address(Street,City,S at ,lip): Email Address: LENDING AGENCY:T, Phone: Address(Street,City,State,Zip): Email Address: CONTRACTOR:*,4&c Phone: �C�0'ay_ /O J-- 7 itdress(Street,City,Stat Zip): n� Email gddress: 6 (} AL.? !Vj ' -mod G(/1/ /U P?" orieN cr,c-c'-frl — Profess'onal License#: Exp.Daly: / *All Contractors&Subcontractors must have a valid City of Coc.51 7ler 0// /al Anacortes business license prior to doing work in the City. Contact Business License#: Exp.Date: the City's Finance Department at(360) 299-1968. PR POSED WORK: GA-i� /.0-ci..e./ ic elu i....-�.e ._ /l-7Jx). PROPOSED NE SQUARE FOOTAGE:y.f Basement SQ': ❑ Finished Basement: ❑ Unfinished Basement 1"Floor SQ': it Garage/Carport SQ': 2"d Floor SQ': Deck/Covered Porch/Patio SQ': Fire Sprinkler: ❑ Yes No Lot Area SQ': I declare under penalty of perjury that the information I have provided on this form/application is true,correct,and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the Ci of Anacortes. Print Name: ,Y/ f Owner ❑ Agent specify): g 6. Signature: Date: 8/7/ 20 Page 1 of 5 IMPERVIOUS SURFACE AREA: Existing Impervious SQ': 3 S-IK New Impervious SQ': 8 Total Disturbed Land/Soil SQ': 0,0 Total Proposed: Cut: avylf Fill: ,�y�J`" New hard surfaces(pervious&impervious) % 9y / / Land converted from native vegetation to lawn or landscaping SQ' N I Land converted from native vegetation to pasture SQ' i MECHANICAL: Equipment Type: Appliance/Equipment Information (new and relocated): Total#: Furnace: Gas#: Elec#: BTU: Other#: Wall Heater: Gas#: Elec#: Other:#: Location(s): Gas Water Heater: #: ./ Location(s): ek:f°d- Heat Pump: Elec#: Other#: Air Conditioning: Elec#: Other#: Radiant/Hydronic Heating: Gas#: Elec#: Other:#: Location(s): Exhaust Fans: Bath#: 0,2, Laundry#: Other: (3'Z V Range Hood: #: Location(s): Fireplace: Gas#: Elec#: Other:#: Location(s): Clothes Dryer&Duct: Gas#: Elec#: Other:#: Location(s): Stove/Range/Oven: Gas#: Elec#: Other:#: Location(s): Gas Piping/Outlet(s): #: Location(s): Boiler Gas#: Elec#: BTUs: Location(s): Other: #: Location(s): PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): / 1 Refrigerator water supply(for water/ice dispenser): / '''' Kitchen Sink: Pressure Reduction Valve/Pressure Regulator: Utility Sink: Water Service Line: 1//4 Tub: // ater Piping: f Hand Sink: 2lothes Washer: Shower: / jElectric Water Heater: Tank-less? Yes ❑ No ❑ Dishwasher: Backflow Prevention Device: Hose Bib: Other: re z �0, TOTAL PLUMBING FLXTURE Page 2 of 5 PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT y g p RESIDENTIAL BUILDING PERMIT CHECKLIST i 17 Mailing Address:P.O. Box 547, Anacortes, WA 98221 t Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 293-1901 Plans shall be of sufficient clarity to indicate the location, nature, and extent of the work proposed, and conform to the provisions of the adopted International Codes and City Ordinances. PERMIT TYPE: Yc�. c C SUBMITTAL REQUIREMENTS: izt © cy gz. E m . They number.indicates the number of Po .� �:t . " n� g copies for submittal(if applicable), ,; 'f" ,,. O tv © C Residential Building Permit Application 1 1 1 1 1 Site Plan (Drawn to Scale& Surveyed—if 2 2 0 2 2 applicable) Building Plans (Drawn to Scale) 2 2 2 2 2 Reduced Site Plan (11"X 17") 2 2 0 1 1 Reduced Floor Plan(11"X 17") 2 2 2 2 1 Structural Calculations (if applicable) 2 2 2 2 2 Energy Code Compliance(shown on plans) ✓ ✓ ✓ Stormwater Minimum Requirements 1-5 3 3 3 3 Landscape Plan 2 2 2 Grading Plan/Cut/Fill 2 2 2 Critical Areas Report(if applicable) 1 1 1 1 Geotechnical Report(if applicable) 1 1 1 1 Plan Review Deposit(due upon submittal) ✓ ✓ ✓ If ✓ Page 3 of 5 NOTES: 1. Handouts and standard details may be found on the City's Planning, Community, &Economic Development website or can be obtained at city hall during normal business hours. 2. Plans, calculation, &reports prepared by state licensed architects or professional engineers must be stamped and signed by the design professional. 3. The drainage analysis/plan & 1ESC Plan shall comply with the 2012 Department of Ecology's Stormwater Management Manual for Western Washington (as amended in December 2014). 4. For new single-family residential building permit applications, a non-refundable plan review deposit of$200.00 is required at time of application submittal per AMC 19.14.035 &IRC 108.1.1. 5. For remodels/alterations for existing single-family residences, a plan review fee of 65%of the permit's valuation is required at time of application submittal per AMC 19.14.035 &IRC R108.2.4(1). 6. Within 180-days of application submittal refunds are allowed up to maximum of 80%of plan review fee so long as no review has been performed by staff per AMC 19.14.035 & IRC R108.5. The applicant must initiate this refund request by submitting a signed letter to the Building Department. Page 4 of 5 STAFF DETERMINATION OF COMPLETENESS: Please note, that the subject building permit application will be reviewed by staff for completeness.All of the items above as listed in the "Residential Building Permit Checklist"need to be submitted at time of application submittal unless deemed unnecessary by staff. If staff deems the application incomplete,the applicant will be notified by mail and/or email as to what items and/or revisions are still needed. Additionally, if the application is deemed incomplete,the applicant will have 90-days to submit the requested information per AMC 19.20.130(B)(2)(b). If the requested items and/or revisions are not provided by the deadline [90-days], the application may be rejected by staff and returned to the applicant along with any unspent application fees per AMC 19.20.130(C)(3)(b). FOR STAFF USE ONLY—COMPLETENESS DETERMINATION: aie y:� �l 5 �" �'a%w �' z �^'�' tsz33 t a �§" F a F y '�.cz` id i � „v 4r3 `4S r 4 y 4 e y .f £r s`` 5 - � ✓,', z �� r .Y,�.�, sry.�,!l , � z sv y s /� If deemed incomplete,what is the date it was deemed incomplete? If deemed incomplete,was it deemed as such at the counter, by letter,or email (Circle One)? If by letter or email,when was it mailed by USPS or emailed? If deemed incomplete at the counter,when was this checklist with items circled given to the applicant? If deemed incomplete,what is the 90-day deadline for resubmittal of requested items and/or revisions? If deemed incomplete,who deemed it as such? (Please include the letter/email in the file detailing what additional items or revisions are still needed). If the application is deemed complete,what is the date it was deemed complete&who deemed it as such? 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PLANNING & BUILDING DEFT• BMP C105 I SITE ADDRESS ��rr �^',+ d .� �� �S 13-0" EDGE OF PAVING PROJECT DESCRIPTION: SINGLE STORY BEDROOMS/BATHROOM / CONSTRUCTION ACCESS 81512TH STREET �F Rrnlr a: _ Lb 22.0_ ANACORTES, WA 98221 --- - -"'� ALREADY EXISTS AT EXISTING 1 (RIGHT OF WAY) ADDRESS; a /��� ECONCRETE DRIVEWAY LOCATI PARCEL P13345 — f _ ASSESSOR'S TAX*: 3185-002-008-0003 APPROVED 2!w '� ------- ADDITION FOR I-I /2 STORY SINGLE-FAMILY RESIDENCE — W QTR+ NW, SEC, 24, TWN 35, RNG 01 I6-10" 24,-e" ti 14'-0" 5'-2° SU♦3JEFt f 1(� fl_i.D !^,J('f-;.i I_- / / / I / SIDEWALK PARCEL SIZE 6098.4 S.F - APPROVED PLAN$ ZONING DESIGNATION: R3 SHALL NOT _ BE AiT, hc!_ Ut AUfHGRIZAt;(ti1y PROPERTY OWNERS, 1 \ / \ ai — SUZANNE M POLJQUIN-EHRHEART / \ W (RIGHT-OF WAY) N 1815 12TH STREET / S 8- 25' " E 59.85' N \ I v 1/ ANACORTES, WA 98221 / \ / HIGH VISIBILITY FENCING _ N AROUND TREES TO BE V E I / ii„,,(E)LAWF• LdNTED RETAINED. SEE LANDSCAPE W1 1 I NOTES. C GENERAL NOTES LANDSCAPE NOTES _ I "I . II l / PROJECT INFO. } • ADDITION WILL BE HEATED BY GAS HEAT PUMP. • APPROXIMATELY I100 S.F. OF THE 6098.4 S.F. LOT m E // I �� '.` EXISTING J • ADDITION WILL BE HEATED BY GAS WATER HEATER. WILL REMAIN AS LANDSCAPE WITH EITHER GRASS OR • PLANTED AREAS (THIS IS APPROXIMATELY 28S OF (E�.PAVED DRIVE �.` / m F �, / \ 'M MAIN FLOOR CONDITIONED 988 S.F. THE LOT). I 1 Z n`_• ——— \\ I UPPER FLOOR CONDITIONED 380 S.F. • THE LOT HAS A FEW MATURE TREES IN THE FRONT. _ - —— W _1 � 0 II'-0" / —— \\ Z TOTAL CONDITIONED 1368 S.F. THESE WILL BE PROTECTED DURING CONSTRUCTION. / / // \I BMP C123 EROSION CONTROL • ANY EXISTING TREES THAT ARE TO BE RETAINED ON I COVERED PORCH 2 S.F. PROPERTY OR IN RIGHT OF WAY, THAT ARE CLOSE r —=—I----� ` — 1 TEMPORART SOIL TO CONSTRUCTION AREA, MUST BE FENCED AT DRIP • 20'FRONT BBB,- '— 'I" — STOCKPILE LOCATION DETACHED GARAGE 502 S.F. 0 r NOTES LINE + 6', FENCING TO REMAIN IN PLACE FOR ] �— COVER WITH STRAW w • CONTRACTOR TO INSTALL SILT FENCING ON DOWN I.DURATION OF CONSTRUCTION. I I I ---- I OR VISQUEEN. _ Q SLOPE SIDE OF CONSTRUCTION SITE. SILT FENCING TO - NEW REMAIN UNTIL ALL CONSTRUCTION IS COMPLETED AND cc-- \ cc LANDSCAPE IS IN PLACE. • � NEW CONDITIONED 116 S.F. • IN ADDITION TO SILT FENCING COVER ALL Z 0 STOCKPILED SOIL WITH VISQUEEN OR STRAW. I BMP C401 ' - / Ei F- / Q H w GOM1RY BMP C233 GTION P KING AREA ••- SILT FENCE LOT COVERAGECC L1J m H Z DRAINAGE NOTESo• DOWNSPOUT AND FOOTING DRAINS WILL. BE I EXISTING 0 — 00 IX Ln TIGHTLJNED IN 4" PVC AND CONNECTED TO THE -F ° <• Z EXISTING STORM DRAIN TIGHTLINE. I "a I BUILDING FOOTPRINT 1000 S.F. w _ N ri CC in DECK 4 STEPS 33 S.F. co} (E) RE�IDENCE / GARAGE FOOTPRINT 502 S.F. O w u Sc. fl ° - • a - Q TOTAL EXISTING LOT COVERAGE 1535 S.F. v~i Iw— U = Q U J 0 CC i to � . ,.a m NEW Wace 'I _ PA ° / , I m ADDITION FOOTPRINT 116 S.F. In •• N C a as 1 ° I ' ° // PROPOSED g L A . . ADDITIONaEXISTING 1535 S.F. + NEW 116 S.F. 2251 S.F. BUILDING CODESZI = % OF 6098.4 S.F. LOT 36.9% CONSTRUCTION WILL COMPLY WITH: a BUILDING if STRUCTURAL 2018 1RG ° ° // MECHANICAL 2018 IRC PLUMBING 2018 UPC 4 , L _. ---I ,. IMPERVIOUS SURFACE - • ENERGY VENTILATION 2015 WSEC I ° j ° • / EXISTING W RESIDENCE UNDER ROOF INCLUDING ■ IR N. - • • - - - - / COV'D PORCH 1140 S.F. W v J' ° • I DETACHED GARAGE UNDER ROOF 612 S.F. 4 • - - - Jl ✓�/ PAwm AREAS (NOT UNDER EAVE) 1184 S.F. ll O. ENERGY CREDITS I �.- 1 / I TOTAL EXIST IMPERVIOUS SURFACE 3536 S.F. Q Ali THIS ADDITION IS A SMALL ADDITION (MORE THAN 500 S.F. in < ° °• BMP C154 _ / BUT LESS THAN 1500 S.F.)WHICH WILL REQUIRE 1.5 CREDITS DESIGNATED CONCRETE / N�`W v) . :: a WASH-OUT. USE PLASTIC�1• Co ili OPTION \, `�T8 + ° - \ ADdITION UNDER ROOF 858 S.F. 1 LI J > 36 HIGH EFFICIENCY HVAG EQUIPMENT 1.0 ' SLOPE *J AIR SOURCE HEAT PUMP W/ MINIMUM I ' ° . ° (E)LAWN Q PLANTED A I TOTAL HSPF OF 9.0 r—r--_p —, 3536 S.F. EX9TMG + 858 S.F. NEW 4394 S.F. Z 5A EFFICIENT WATER HEATING 0.5 r 14'-I Ill" 1 0 SHOWERHEAD/KITCHEN SINK FAUCETS 4 I ,. 1 / A m1 5 otat TO BE RATED AT 1.15 GPM OR LESS. I e ALL OTHER LAVATORY FAUCETS TO n • 1v BE RATED AT 1.0 GPM OR LESS. " I a a SITE & LANDSCAPE I F--- ,-- 1 \ I I -0 FIRE AR ad EA z FOR FULL DESCRIPTION OF EACH ITEM SEE WSEG 2015 SECTION IIm F __ _ ��_ 101 REAR B9BL R406 'ADDITIONAL ENERGY REQUIREMENTS' AND TABLE 406.2 LEGEND t ci a Z 'ENERGY CREDITS' (E) GARAGEMAIN ITING SLCOR FIRE AREA 1000 S.F. p la L .� I UPPER FLOOR FIRE AREA 380 S.F. w ~I� TOTAL EASING RRE AREA 1380 S.F. d � a (E)TREE DRAWING INDEX )LAWN L — — — _ ��1 \ _ ill NEW a - -I \ DRAWN BY JAD S C�ZS'42"" E 5984' ` NEW FIRE AREA lI6 S.F. ISCALE AS NOTED Al SITE PLAN COVER PAGE • (E)PAVED SURFACE TOTAL JD JOB# 1261RE19-EHRH / A TOTAL SIZE AREA 1350 S.F. + 116 S.F. 2096 S.F. DATE 07/02/2020 A2 FOUNDATION PLAN DETAIL (E)GRAVEL SURFACE A3 FLOOR PLAN i SHEAR WALL PLAN — S.B. _ _ _ALLEY _ — REVISIONS - AREA OF ADDITION A4 ROOF FRAMING PLAN $ DETAIL PROPERTY LINE I� �(� AS BUILDING SECTIONS i WALL SECTION — BUILDING SETBACK ' A6 ELEVATIONS UNE OF BLDG. Footnote / SITE & LANDSCAPE PLAN 1, AU6 > > 1010 LINE OF ROOF SCALE: I/8' _ -_' IL117),. Al EXISTING FLOOR PLAN c ELEVATIONS -ITV OFANACORTES UTILITY LINE -+ /fir SILT FENCE SHEET I OF 7 a II I • _ . ID Sid design FOUNDATION NOTES JIM DUNLAP (360) 982-0535 • THE FOLLOWING NOTES APPY TO ANY NEW JIM@JDDESIGNDRAFTING.COM CONSTRUCTION ELEMENTS (IE: THE ADDITION)AND/OR 14'-I I/2" ANY ALTERED ELEMENTS OF THE EXISTING BUILDING. / I / SEE SHEAR WALL PLAN ON A3 • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER I FOR HOLD DOWN INFORMATION TYP. ANCHOR BOLTS: SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. - 5/8" X i0" a 4'-0" O.G. • ENGINEERING SPECIFICATIONS, NOTES AND DRAWINGS \ r•—,1 , . \ - MIN. (2)PER SILL ' ACCOMPANIED WITH PLANS TO SUPERCEDE ALL ' - '' „., • - - -WITHIN 12" FROM SILL END INFORMATION ON ARCHITECTURAL DRAWINGS. FOR T- " - - - - - ANY DISCREPANCIES BETWEEN ENGINEERING AND I : EPDXIED ANCHOR BOLTS ARCHITECTURAL DRAWINGS REFER TO ENGINEERING. • L ° - I/2" X 8" a 4'-0" O.C. -WITHIN 12" FROM SILL END • FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL - SOIL DEVOID OF ANY ORGANIC MATERIAL AND a _ _ -a _ _ • a STEPPED AS REQUIRED TO MAINTAIN 18" DEPTH BELOW GRADE. • COVER CRAWL SPACE GRADE WITH HIGH DENSITY ' POLYETHYLENE HIGH QUALITY VAPOR RETARDER. LAP EDGES 12" MIN. AND EXTEND 12" MIN. UP - ' FOUNDATION WALL ` • I • FILL UNDER SLABS ON GRADE TO BE MIN. 4" DEPTH44) GRANULAR MATERIAL COMPACTED TO 135%. T • CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' S MAX. INTERVALS EACH WAY. • I- -I _ • WIRE MESH TO BE USED IN CONCRETE SLABS, ° ' - - POSITIONED IN MIDDLE THIRD OF SLAB. - F • USE HIGH DENSITY POLYETHYLENE HIGH QUALJTY 'p VAPOR RETARDER UNDER CONCRETE SLABS IN GARAGE AND BASEMENT. ., --I • A WATERPROOF MEMBRANE IS TO BE USED ON - 1 w FOUNDATION WALLS BELOW GRADE. • a Z THICKENED EDGE L w • DRAIN TILE WITH DRAIN HOLES TO BE INSTALLED NEXT TYP. CI • N TO PERIMETER FOOTINGS. • • A LAYER OF ROUND, WASHED, DRAINAGE-GRADE I _1 L J L GRAVEL IS TO BE USED OVER DRAIN TILE, NEXT TO1 y \ r I J FOOTINGS. 30-LB. FELT PAPER IS TO BE USED OVER 1 1 __ THE GRAVEL . � r I I - _ _ 1 L Q • ALL BOTTOM PLATES AND ANY LUMBER IN CONTACT 1 WITH CONCRETE TO BE PRESSURE TREATED. . I ,I ' CD _ C Z Z O • BEAM POCKETS IN CONCRETE TO HAVE 1/2" \I U) AIRSPACE AT SIDES ENDS WITH MIN. BEARING OF 3". o } l ' O • FOLLOW ALL JOST FRAMING DETAILS PER ° CD' 0 • a♦ N MANUFACTURER. '- L ' I. .• PROVIDE BLOCKING ABOVE ALL BEARING WALLS - : _ - : - \ Q WALL SECTION " I I- _ AND BEAMS. ',II _ _ _ _ • ALL CONNECTORS AND FASTENERS IN CONTACT WITH - se O Q PRESSURE TREATED WOOD SHALL BE HOT DIPPED -, .• I -- -- p - - - w GALVANIZED OR EQUIVALENT PROTECTION. • ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR A a-I 44 - - - SPACES. ACCESS OPENING THROUGH PERIMETER EXISTING FOUNDATION11 p WALL SHALL BE NOT LESS THAN 18" X 24". IF ANY •`I • - IUJ •• 'I WALLS Q FOOTINGS _ _ Q CC PORTION OF THROUGH-WALL ACCESS IS BELOW a W GRADE AN AREAWAY NOT LESS THAN IS" X 24" - - 1 J SHALL BE PROVIDED (IRC R408.4). Cr -1 ._ • CONTRACTOR TO COORDINATE FOUNDATION ; SLAB • I CONCRETE •BLAB •I I _ gN 0p Z BLOCK-OUTS W/ MECH. ELECT. FOR SIZE IF - ,1 4" CONCRETE SLAB W/ 6 X 6 X - o - _ LOCATIONS. 10/10 ILIUM, OVER 6 MIL POLY W m UU uo • ALL CONCENTRATED WADS FROM ROOF TRUSSES VAPOR BARRIER, OVER 2" RIGID �°• m Q CV MUST BE TRANSFERRED TO THE FOUNDATION WITH A " INSULATION AROUND EDGES (MIN.), I • \` r 0 a) in o BUILT-UP POST AND FOOTINGS AS REQUIRED. VERIFY W LOCATIONS WITH TRUSS ENGINEER AND/OR ' ' FOVER 4" COMPACTED GRANULAR C,. I 0ILL i # STRUCTURAL ENGINEER. • a o 6 - U Lii-J Li ci -C O W • Ill(7) Q a s 1 aL a CENTER SUPPORT •-71 f F. ASSUMED (POSTS NOT j k 1 DEPICTED) el II r I.: IG� r • p I SIDING PER ELEVATIONS Ih" GWB •4' I fid 1/I6" COX OR OSB SHEATHINGI 5 _y 2 X 6 FRAMING . 10" LONG 5/8" DIA. ANCHOR . - R-21 INSULATION ' BOLTS b 4'-0" O.C. , FINISH FLOORING • - ,--J• • I a P.T. 2 X 6 SILL PLATE - • .a- J > /• - 4" CONCRETE SLAB W/ WIRE MESH \ FLASHING ON b MIL VAPOR BARRIER ��� J�. PROTECTIVE COVERING - Y-0' ` I �J 0 / \ I I � — — J 0 GRADE \ �. . I loth "II _ ° '� a r f /• • 4" DIA. DOWNSPOUT TIGHTLJNE • 0 ° J Z O Q 6 X 6 X I0/I0 WOVEN WIRE MESH U DRAINAGE GRADE GRAVEL a • • • R-10 RIGID FOAM INSULATION 0f FILTER FABRIC \ 2'-6" 2'-0 5'-0' 2'-O" 2'-6 0 0 W 4" MIN. COMPACTED GRANULAR FILL / / / I / / / W Um 0 4" DIA. PERFORATED DRAIN TILE THICKENED CORNER 14'-0" a I'-0" / / R-I0 RIGID FOAM INSULATION / / (4)144 CONT. REBAR AS SHOWN UNDISTURBED EARTH DRAWN BY JAD ® SCALE I/4" = I'-O" UNO JD JOB# 126IREI9-EHRH FOUNDATION LEGEND DATE 07/02/2020 OTYP. FND. WALL DETAIL SCALE: 3/4" = I'-0" NEW THICKENED FOOTING REVISIONS FOUNDATION (NORrH\ FOUNDATION PLAN EXISTING FND. STEM WALL SCALE: 1/4" = I'-0" EXISTING FOOTING — - — EXIST. GIRDER/BEAM - EXIST. FLOOR JOST U WALLS OF A2 SUPPORTED FLOOR SHEET 2 OF 7 9WP SWP o aD ID jd design O a=1 I/2" JIM DUNLAP • (360) 982-0535 2 0 " 1'-0 3/4" I 1'-0 3/4" JIM@JDDESIGNDRAFTING.COM r f il ni kli"&"-- ir f ✓ , E z • 5020 5L 4 / ,f' • r crOA4_- .C<.✓/w ,,,.5 riven lo etiCeibl�C- '' i m a ON y \ 2 0 wJ eCa ili {0 la � m- - 0 0 0 rc \ mO S H s m w0 , MASTER • BEDROOM C:71 *\ m c' SHEAR WALL LEGEND =0to °' - PRESCRIPTIVE SHEAR WALL, UNLESS NOTED In 61 / 2 X 6 STUDS a 16" OG. G m SWP OTHERWISE. 1/I6" OSB OR 15/32" PLY ON ONE i BATH .-9 SIDE OF WALL, UNBLOCKED, 5D NAILS AT 6" O.G. TUB EX r LAUNDRY '� ALONG EDGES, 12" O.C. IN THE FIELD. HOLD AN W DOWNS ARE NOT REQUIRED. 4*-9 1/2" 0o 1 o In SHEAR WALL 4. 1/16" OSB OR 15/32" PLY ON ONE \ W SUM SIDE OF WALL, BLOCKED, 8D NAILS AT 3" O.G. \ \ \ . a } ALONG EDGES, 12" O.C. IN THE FIELD. HOLD I Q 8 s F DOWNS ARE REQUIRED WHERE SPECIFIED. ' > _ - Q e �D W INTERIOR SHEAR WALL GYPSUM WALL BOARD - 1- 404 'm 7 GUMS ON BOTH SIDES OF WALL, BLOCKED, WITH n6 m EX Y i� TYPE S OR W I-I/4" SCREWS AT 4" O.C. ALONG AN W EX U) l EDGES, 16" O.G. IN THE FIELD. HOLD DOWNS ARE to I BATH J DINING �, NOT REQUIRED. .a." MASTER y HOLD DOWNS v v BATH — d � . o N HDU2 W/ S5TB20 OR 5/8" ROD 'm E �� j \ m ' SKY2 0 O o 4. Om L_ J 0 0 I 1 5 �2WB �3W� I I j m / ��3 o FLOOR PLAN NOTES . \ I KITCHEN Lu 1, — — 0 a cc re j • THE FOLLOWING NOTES APPY TO ANY NEW 21 3" es, OFFICE i_ _J L I° L I 0 CONSTRUCTION ELEMENTS (IE THE ADDITION)AND/OR \ In 1 Z ANY ALTERED ELEMENTS OF THE EXISTING BUILDING. ec o Cm. W ao n N J • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER CI m Q CLOSET / ix r = N l SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND -- CONDITIONS IN THE FIELD. r • CONFIRM ALL DOOR, WINDOW, CLOSET, AND ANY ._SD/CO m us Qo CC LU In t L OTHER ROUGH OPENING SIZES WITH OWNER/ tit 0 1Y CONTRACTOR PRIOR TO WALL CONSTRUCTION. L J Q z .q tt • ALL WOOD IN CONTACT WITH CONCRETE MUST BE ' —I ( Z W ~LU Z Q \ 2665 P•-z V V1 Q d PRESSURE TREATED MATERIAL USE CORROSION , RESISTANT FASTENERS WHEN IN CONTACT WITH CLOSET CLOSET il ------N\ PRESSURE TREATED LUMBER. < / Cr-cm ' 5065 BYPASS U D • ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 \ \ ,„p STUDS AT 16" O.C. AND SHEATHED WITH 1/16" OSB , PLYWOOD OR BETTER WITH 15f BUILDING PAPER. • ALL INTERIOR WALLS TO BE FRAMED WITH 2 X 4 �'-811 -4' - / ' /��+� STUDS AT I6" O.C. AND SHEATHED WITH 1/2" GYPSUM ��� WALLBOARD UNLESS NOTED OTHERWISE. 0�00 'P (44 �� • ALL GLASS TO HAVE LOW E GLAZING. GLAZING IN {bk ipwyJ D/ z HAZARDOUS LOCATIONS TO BE TEMPERED PER !RC V -'� ' � "`. / SECTION R308. SEE R308.4 FOR DEFINITION OF O lt�vt'^ - HAZARDOUS AREAS. BEDROOM $ (----- LIM Y' • PROVIDE SMOKE DETECTORS ON OR NEAR THE 1- 1 \t m Ab(�� •Y CEILING OF EACH FLOOR, IN ALL BEDROOMS, AND UVING ROOM /'f�G✓,, �Q/JI_iv JUST OUTSIDE EACH BEDROOM. SMOKE DETECTORS W 2 X 4 STUDS 6 16" O.G.IIII ✓NrT TO BE WIRED TO THE ELECTRICAL SYSTEM WITH - W/ I/2" AIR GAP TYP. BATTERY BACKUP CRC R311.1 Q R311.2). • BEDROOMS TO HAVE AT LEAST ONE WINDOW MEETING m BEDROOM 3 _ THE FOLLOWING CONDITIONS WINDOW SILLS TO BE �D 5 I C WITHIN 44" OF FINISHED FLOOR WITH A NET CLEAR OPENING OF 5.1 SQ. FT. MIN. THE OPENING TO HAVE MIN. CLEAR OPENING HEIGHT OF 24" AND WIDTH OF 20" CRC SECTION R310). \ \ \ Og SHEAR WALL PLAN • ALL SHOWER AREAS TO BE FINISHED WITH A SMOOTH, 4, 0 O 0 HARD Q NON-ABSORBENT MATERIAL TO MIN. 12" ..P. Ve /EGRESS � mil Z ABOVE DRAIN INLET. THIS MATERIAL TO BE \ �. Sr —r- Emi SCALE: 1/4" = I'-0" INSTALLED OVER WATER RESISTANT PLASTER ,0 4040 SL BOARD. 5 ,•::( • TOILETS TO BE LOCATED IN AREA WITH MIN. 30" 14ell am WIDTH OF TOTAL FINISHED CLEARANCE, AND HAVE 5 CLEARANCE OF MIN. 21" IN FRONT OF TOILET. TOILETS \ \ I —, ,-- TO BE LIMITED TO 1.6 GALLONS PER FLUSH. • PROVIDE ATTIC ACCESS WITH REMOVABLE PANEL ZEC EC WITH MIN. 22" X 30" OPENING AND 30" O O H UNOBSTRUCTED HEAD ROOM. FRAME WITH 2 X 12 d MEMBERS. r O 1/4" X 4-1/2" SOS SCREWS U III I PROVIDE EXHAUST FAN IN EACHVENTS BATHROOM, RATED N STAGGERED 12" O.C. W AT MIN. 50 CFM. ALL FANS TO BE VENTED TO OUTSIDE OF RESIDENCE. • PROVIDE FIRESTOPS AT ALL APPLICABLE I 2'-6" 2'-0' 2'-0" 2'-6" Q LOCATIONS, INCLUDING HOLES AND ANY OPEN AREAS. a / I/2" OSB/PLY SHEATHING DOUBLE STUD REQUIRED IN I EXISTING WALL FOR NEW WALL CONNECTION 14•-e" / / / / FLOOR PLAN LEGEND DRAWN BY JAD SCALE 1/4" = I'-0" UN0 EXISTING WALL 9-EHRH DATE 8D NAILS 3" O.C. IDsNLsl/:r �'/�//✓"!4r,�u, NEW 2 X 6 WALL 1 JOB#JD WALLS I' 2 I b STUD INSULATION VALUES FASTENED TO ABOVE GRADEBELOW GRADE FLOOR �N F rxws orr ru NEW 2 X 4 WALL REVISIONS 07/02/2020 EXISTING WALL R-21 NORTH SCALE: 1/4" = I'-O" CEILING \ / - OLD/REMOVED WALL FLAT VAULTED OEX WALL CONNECTION R-49 R-38 FLOOR gN EXHAUST FAN SCALE: 3/4" = I'-C" CRAWL SPACE SLAB ON GRADE �y R-30 R-10 gip SMOKE DETECTOR r6D/GO SMOKE/CARBON MONOXIDE DETECTOR �� S.G. SAFETY GLASS SHEET 3 OF 7 jd design 4D JIM DUNLAP (360) 982-0535 JIM@JDDESI GNDRAFTI NG.COM ROOF NOTES • RAFTERS TO BE SPACED AT 24" O.G. UNLESS NOTED I'-6" OTHERWISE. TYP. OVERHANGS • ROOF PITCH IS TO BE 3.512 • ROOFING MATERIAL IS COMPOSITE SHINGLES. EXISTING 1 I I I ROOF TO BE RE-ROOFED WITH SAME SHINGLES. S 2 X 4 OUTLOOKERS • EAVE OVERHANGS ARE IS", TO MATCH EXISTING - \ H- 4 X 8 DF2 0 4"-O" O.G. TYP. EAVE OVERHANGS (CONTRACTOR TO VERIFY). I I I I • RAKE OVERHANGS ON GABLE ENDS ARE 21", TO MATCH EXISTING RAKE OVERHANGS (CONTRACTOR I- - I - L - J TO VERIFY). • RAKE OVERHANGS TO BE SUPPORTED BY 2 X 4 a T Q OUTLOOKERS a 4.-0" O.C. Mr - - I - - - — - - • FASCIA SHALL BE 5/4 X b, TO MATCH EXISTINGc. FASCIA. D u • BARGE RAFTERS SHALL BE 5/4 X 6, TO MATCH X I (/ toEXISTING BARGE RAFTERS. - - 3.512 SLOPE - 1 S• ALL BEAMS S HEADERS TO BE 4 X D.F. U2 UNO. • PROVIDE SOLID BLOCKING OVER SUPPORTS. I a. • TRUSSES/RAFTERS TO BE SHEATHED WITH 1/I6" OSB IT OR 15/32" CDX SHEATHING WITH 15>< FELT OR BETTER. - - _ - - - USE PLYWOOD SHEATHING ON ALL SOFFITED AREAS. • PROVIDE ROOF CROSS VENTILATION FOR EACH — — — — g4` — W SEPARATE SPACE WHERE APPLICABLE. iy-1 - I m w H U A w dit 0 - - - - ATTIC VENTILATION - I } RAFTER VENTILATION REQUIRED. REFER TO IRC R806.1 - - I ' . AND R506.2. - 1 PROVIDE MIN. I/150 OF ATTIC AREA, OR 1/300 IF HALF ISAt EAVE AND REMAINDER AT MIN. 3 ABOVE PLATEil •I1 -ICD LINE. OPENINGS TO BE COVERED WITH I/S" CORROSION Z O RESISTANT METAL MESH OR EQUAL EAVE OR CORNICE - ' II - I )- VENT SHALL NOT BE BLOCKED. MAINTAIN MIN. I" AIR SPACE BETWEEN INSULATION AND ROOF SHEATHING AT - _ _ - O THE LOCATION OF THE VENT. - V FOR OPEN EAVE SOFFIT USE BIRD BLOCK RAFTER 2' X 2' SKYLIGHTS - 1le in•- I I w Q BLOCKING, WITH (3)11/2" DIA. HOLES AND MESH SCREEN cl COVERING THE HOLES, BETWEEN EACH RAFTER. — — — -iI 0: Q FOR CLOSED EAVE SOFFIT USE CONTINUOUS SOFFIT I I VENTING. 0 - } + II LL H 0 o x � III _ _ a w - - - - "1116exo m o� cc — a6 Z o.i . _ _ ��I I _ _ o 0H , O z_ o u tilt I I ce L' _ � h• 1 a- t 6 � �@ 0 d O W 0 CC F- - - - T o C _1It O J i Q0u a — — — — 6 CDIk Z wQo: � z a X IVn N Q d IO 3- I — — I,X U W u 4. �� w k I r COMPOSITE ROOFING SHINGLES 'a' DOUBLE UNDERLAYMENT WI 1/16" CDX OR OSB SHEATHING L EXIST. HEADERS ARE INSULATION BAFFLE WI 2 X 12 RAFTERS a 24" O.C. 0� 3.5�12 SLOPE — ASSUMEDZ I" MIN. AIR SPACE c. \ / t ) 2X BLOCKING W/ (3)I-1/2" DIA. 12 / �— - 812 SLOPE I 812 SLOPE SCREENED VENTS i - - - \ I 3.5/ ` a 1 I 2 X 4 RAFTER TAIL YYY11 0 li 0000 I Z 6XSDF2 I 5� R-35 INSULATION I \\8�g I 4 X 8 DF2 P j/ I -1/2" GB GUMS CONT. METAL GUTTER I LL 5/4 X 6 FASCIA _ HURRICANE TIE W EA. RAFTER 2 X & RAFTERS P 24" O.C. I _ _ 1 I - - I z I/2" GWB I O H a VIb" CDX OR OSB SHEATHING 2 X b STUDS P 16" O.G. _ CT SIDING PER ELEVATIONS 1 cn 0 R-21 INSULATION w ID 0 a a cr /\ RAFTER/EAVE DETAIL DRAWN BY JAD SCALE: 3/4" = I'-0" ROOF FRAMING PLAN ROOF FRAMING LEGEND SCALE 1/4" = '-o° UNO NORTH JD JOB# 126IREI9-EHRH \ ir SCALE: 1/4" = 1'-0" — NEW ROOF RAFTER DATE 07/02/2020 \ / EXIST. ROOF RAFTER REVISIONS — — — NEW BEAM/HEADER - — EXIST. BEAM/HEADER OUTLINE OF WALLS BENEATH BEARING WALL OUTLINE OF NEW ROOF HIDDEN LINE NEW OF ROOF OUTLINE OF EXISTING ROOF A4 HIDDEN LINE OF EXISTING ROOF OR OVERFRAMING OR OUTLOOKERS SHEET 4 OF 7 EXIST. INSULATION (ASSUMED).. le. 1 D CANTILEVERED PORTION EXIST. 2 X 4 RAFTERS BEARING POINT FOR RAFTERS EXIST. 2 X 4 RAFTERS jd design• INSULATION ASSUMED 2 X 4 WALL BONUS S'. JIM DUNLAP CANTILEVERED PORTION OF RAFTERS 2 X 12 RAFTERS 6 24" O.G. .... s' (360) 982-0535 .41 HURRICANE TIE 6 EACH RAFTER R-38 INSULATION ;y `6� "':s.,, JIM@JDDESIGNDRAFTING.COM il • VIBEARING PONT FOR RAFTERS DOUBLE UNDERLAYMENT �<A<•� aAlt. 's.; REQUIRED FOR 3.512 PITCH 11 ' --" 4e Ow 4 }� :„.f , }. COMPOSITE SHINGLES 35 1' ���''•',.`'le sr / —li Ih" CDX OR OSB SHEATHING 4 / ' '� - • " �! 7r, I, - - - i 2 X 12 RAFTERS 0 24" O.C. ���'�' W/ R-38 INSULATION -r:-.---4�/ \ tOP OF PLA?E �� 12 14_6• • OFFICE KI"GWEN 3.5 <jig , a -- 2 X 6 WALL . MASTER I ALL6 o dATldEXIST- INSULATION it ® / 'q R-21 INSULATION • (ASSUMED) a / /1 ( \\ THICKENED FOOTING - g 4 ' "" - "' EXIST. 2 X 6 JOSTS gOg EXIST. I/2" GUS \ TOP OF SLAB & r EXIST. STEM WALL (ASSUMED)INSULATION - O 1/2' GWB _ p - - I p R- RIGID INSULATION 0 yyy`JJJ//// / CUT EXIST. RAFTER TAIL THERMAL BREREAKK TYP. I EXIST. FOOTING CENTER SUPPORT - EXIST. I/2" GUS R-10 RIGID INSULATION. I ASSUMED REQUIRED AT PERIMETER, I ADDITION I THICKENED FOOTING - - EXIST. 2 X 4 STUD WALL RECOMMENDED THROUGHOUT I UJ I/2" GWB - Z �- 1/2" AIR GAP IL 2 X4 STUDS a I6" 0.C. TYP. BUILDING SECTION A - A W d' SCALE: I/4" = I'-0" E a v, w J (7 O Z to TCC — 0 O 1- 2 X 12 RAFTERS r 24" O.G. N — / EXIST. FLOOR SYSTEM w Q R-38 INSULATION 8" LONG I/2" DIA ANCHOR BOLTS DOUBLE UNDERLAYMENT TOP OF PLATE IREQUIREDFOR3512TCH 2 � \- - -- y(31)2 Iv Cr ul UJ 0 Z 6 x 6 X 10/10 WOVEN WIRE MESH ' Eli 2 X 6 WALLS TYP. 06 OF NZ EXIST. FOUNDATION BLOCK WALL A ce 0 - _ EXIST. FOUNDATION FOOTING MASTER m m I LT 1 a N T a z—s_i.1,_____i , 3� ` < Y (EXIST. CRAWL SPACE) - - OICC Q Lu U U 'I € THICKENED FOOTING o Z W Z Q cca \ n V1 Q a_ a" 4" TOP OF SLAB R-I0 RIGID INSULATION. REQUIRED "� #4 BARS 0 4"-0" O.C. EPDXIED R-I0 RIGID INSULATION I i / AT PERIMETER (RECOMMENDED 4" INTO EXISTING FOOTING THERMAL BREAK TYP. THROUGHOUT) THICKENED FOOTING AROUND R-10 RIGID INSULATION. 4" MIN. COMPACTED GRANULAR FILL EXIST. FOOTING REQUIRED AT PERIMETER, UNDISTURBED EARTH (4)#4 CONT. RESAR AS SHOWN RECOMMENDED THROUGHOUt BUILDING SECTION B - B ® WALL SECTION SCALE: I/4" = 1 -0" N SCALE: 3/4" = I'-0" Z OZ W U N 2 X 12 RAFTERS 0 24" O.C. LW R-38 INSULATION 0 N Z J \ \ ±0 G Q J 1 w m od a_ d \ TOP OF PLATE 1 TOP OF WINDOW - - - } - DRAWN BY JAD SCALE I/4" = 1'-0" UNo MAS !R HALL BEDROOM 2 FASTER JD JOB# 126IRE19-EHRH _ -17 2X6WALL 5 OOM ___IS ATM DATE 07/02/2020 m m * 00 •41 R-21 INSULATION - _ - REVISIONS z \ TOP OF SLAB a w _ r R-10 RIGID INSULATION dj/ \___O THERMAL BREAK TYP. R-10 RIGID INSULATION. BUILDING SECTION C - C REQUIRED AT PERIM IGM, RECOMMENDED THROUGHOUT SCALE: 1/4" = I'-0" A5 SHEET 5 OF 7 IDjd design TOP OF ROOF OF ADDITION JIM DUNLAP (360) 982-0535 JIM@JDDESI GNDRAFTI NG.COM BARGE RAFTER TO 12 MATCH EXIST. 35. TOP OF PLATE (EXIST.) \ T TOP OF PLATE ` /II 6"i ry cm I .( / m O HORIZONTAL LAP SIDING O 0 OB - 1TOP OF SUBFLOOR (EXIST.) 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