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BLD-2024-0857 - RESIDENTIAL REMODEL (2)
P P E, z,<z 1) r) I T I 516 5,<,) �')-< 210b J A\/ENUE , ANACORTE5, VNA z PROJECT SUMMARY SHEET INDEX ITLE PAGE / PROJECT SUMMARY / SHT. INDEX / VICINITY MAP ) 1 ROJECT DIRECTORY tu 0 ENERAL NOTES / ALARMS / VENTILATION ENERGY CODE & —10) PAROEL NUMBER: P31b2l 2 CD tu OMPLIANGE C� LEGAL VESORIPTION: (0.2500 ac) TAX 14J: THAT PORTION OF THE 1 ISURVEY z �- ED 5OUTHNE5T 1/4 OF THE 5OUTHEA5T 1/4 OF SECTION 24, TONN5HIP 35 2 ITE PLAN (3 NORTH, RANGE 1 EAST OF N.M., DESCRIBED AS FOLLOV45: BEGINNING 1 X5TIN6 FLOOR PLANS - MAIN LEVEL 0) > 1 11-1 [2 1 2 1 AT THE 5OUTHVqE5T CORNER OF THE TRACT CONVEYED TO FRED J. XTERIOR ELEVATION - NORTH & SOUTH TRAFTON BY DEED RECORDED IN VOLUME 140 OF DEEDS, PAGE 1 c1q, A3 UILDINO SECTIONS AA & BB RECORDS OF 5KAC71T COUNTY, 1/14A51-11NOTON; THENCE SOUTH A4 YP. YqALL SECT., NINDON NRAP PARALLEL V41TH THE NE5T LINE OF THE 5OUTHEA5T 1/4 OF SAID 51 TRUCTURAL ENOINEERINOPLAN5 r-)2 ITRUCTURALENOINEERINONOTE5 SECTION 3b.115 FEET, MORE OR LESS, TO THE NORTH LINE OF MCNAUOHT'5 FIRST ADDITION TO ANACORTE5, RECORDED IN VOLUME 2 -71T COUNTY, VIA5HINC7TON; OF PLAT5, PAGE b2, RECORDS OF 5KAC THENCE EAST ALONG THE NORTH LINE OF SAID ADDITION 265.2 FEET, MORE OR LESS, TO THE NE5T LINE OF AVENUE 'J' A5 CONVEYED TO THE CITY OF ANAGORTE5 BY DEED RECORDED IN VOLUME 132 OF DEEDS, PAGE 244, RECORDS OF 5KAC-71T COUNTY, NA51-111NOTON; INTENT OF DRAYqINGS -1 THENCE NORTH ALONG THE NE5T LINE OF SAID AVENUE '5' 35.115 FEET, MORE OR LESS, TO THE SOUTH LINE OF SAID TRAFTON TRACT; The Intent of these Documents is to provide the basic information necessary for an experienced Oeneral Contractor to properly execute the work, complete in all respects THENCE VqE5T ALONG THE SOUTH LINE OF SAID TRAFTON TRACT 265.2 unless specifically noted otherwise. CA FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT THAT LU (N PORTION CONVEYED TO THE CITY OF ANACORTE5 FOR STREET z co U- PURP05E5 BY DEED RECORDED UNDER AUDITOR*5 FILE NO. 514225, Dimensions@ The drawings may not be drawn to scale in some instances; follow > < dimensions but do not scale drawings. �Nhere dimensions are noted "verify", consult the LU RECORDS OF 5KAC71T COUNTY, NA5HINOTON. SURVEY AF#202212200030 Building Designer for critical dimension criteria. All dimensions are given to the face of cL LU Z PARCEL NUMBER: P51bT2 q) (21 tu LU stud or top plate, plywood subfloor, and face of concrete, unless noted. kD LU > LEGAL OF-50RIPTION: FRACTIONAL LOTS 1 TO q, BLOCK 1, Z < g! V- q) Q) MCNAUGHTI`5 ADDITION TO ANACORTE5 ACCORDING TO THE FLAT Interpretations: These documents are subject to interpretation. Any detail, dimension, or RECORDED IN VOLUME 2 OF FLATS, PAGE 52, RECORDS OF 5KAC71T statement not completely clear to the Contractor shall be referred to the Building Designer z Q) COUNTY, NA51-11NOTON. TOGETHER NITH THE NORTH 1/2 OF VACATED for interpretation. By proceeding without interpretation, the Contractor assumes the < M ALLEY ADJACENT PER ORDIANCE 1364. EXCEPT PORTION TO CITY PER responsibility for making corrections, if so directed by the Building Designer, at the AF#514225. SURVEY AF#202212200030 Contractor's expense. JUIR1150110TION: CITY OF ANAGORTE5 BUILDIN& 00DE: I.R.C. 2021 Conflicts: Conflicts in the drawings or conflicts between any drawing and specification ZONING: R3 shall be brought immediately to the attention of the Building Designer who will render a final decision as to the result intended. Mere conflicts occur, it Shall be assumed that the LOT SIZE: 4-2�. Contractor has figured the most expensive installation. If the Contractor does work that conflicts with another part of the drawings or specifications before receiving a decision 9001PE OF V-40RK: TNO STORY ADDITION TO A ONE STORY 5INGLE- from the Building Designer, he shall remove all such work deemed necessary by the FAMILY RESIDENCE. Building Designer at his own expense. After the Contract is signed, no increase in price will be allowed for any conflict or for any omission when the intent, as interpreted by the LU ATTACHED 6ARAC-7155 NONE Building Designer, is established by the character of the project, similar conditions which exist elsewhere in the project, or by surrounding conditions. CITY OF ANACORTES Codes and Ordinances: The whole of the work is to be executed in strict accordance with PLANNING AND BUILDING DEPT: applicable codes and ordinances. The Contractor shall secure and pay for all permits [L except general Building Permit which the Owner will secure. Any work required by code LU APPROVED PLANS but not specifically called out in drawings or specifications is part of this contract. If there REVIEWED FOR CODE CONIPIAANCE is a conflict in drawings or specifications with a code, the code shall govern. Any conflicts PERMIT# BLD-2024-0857 shall be brought to the attention of the Building Designer per "Conflicts" paragraph above. ADDRESS—2708 J Ave At completion of the work, supply the Owner with "final signed off" electrical, plumbing, mechanical and building permits (even though some may be Owner secured). Z '1(;NArrtJRE DATE LU MANNING APPROVED 08/01/2025 > BUI1.,DING APPROVED 08/04/2025 08/04/2025 LU X ENGINEERING ACCEP Sr pr LU LU rORNIWATER ACCE rED ntinuous Insulation Required Stamp not valid unless signed PROJECT DIRECTORY OV14NER JED BRICH ABBREVIATIONS VICINITY MAP 2106 J AVENUE ANACORTE5, kNA qb221 CONTACT JED BRICH N 360-3q 1-6272 AE3\/- ABC)VEE DIA- DIAMr-=-rr-=I;;Z C5 D 6-Af;,BA(:7- r-= DI5I=c:;)5AL C) A. V r- FZ A L L 57L. 5-rr-=r-=L "A I�11(t 0 NILLEE0UIXOTEE@6MAIL.rOM z A-B. ANC--H<9f;P, BOLT DIM- DIMr=N!5I0N (:7-A- 67 A U 67 1- HAN67 OFZ ��VEFIZHEAD ST<�)- 15-rC?FZA67E= AB A!5-BUIL-r D DI!5i-4"A!5i-4f*=K C�- -L.B- C,=,LUE-= LAMINATED BEAM 1=-!5-L- f=Af;P-ALLE=L !5TFP-AND LUMBER 15UBFI-f;Z- !5UBFL00R- AN D DBL. D C*;`U B L E C1=1 E3. "ALL BOAKD FERF. PERFORATED 7. TILE BUILDING DESIGNER CURRIE DE5167N GROUP, LLIG (9) AT DEMO. Dlc--MAt-4-rLF- HD"D. FL. PLA(:-,F- C?II FLA-rF- LINE 7. & TC)T-4(�,:,UE AND Ck A"N. A"N I N 6- D.F. D<�:>U(-SLAS FIR, H 0 F". HEADER- # P6>UND 7RFL. -17 FZI F L I- 3ql 6 5 Avenue 13M. BEAM D N. D(f)"N H.F. HEM FIR F.5.F. 1`6)UND5 PEfI 50UAII F6>(f.)-r 7.J.1. -rKU55 -16>157 "I" BEAM C11 CA ANACORTES, NA qb221 CA 13 R,6,. BE-=AfI D.S. D(�?kNN 51=(�)U-r 1-46)fI f-4(f?KIZ6>N-rAL F.5.1. 1`(�?UND5 PEII' 5aUAfI INr-H T. & 5. TUB AND BT". E3r-=T"r-=r-=N D"(Sp. D RAI"11`14 61 H.B. H C?5 E-= B I B P.T. PREE5SURE TREATED T-i'P. T"Y'F I CAL CONTACT STUART CURRIE B L K B L C)(:--K I N r--,- D. 0 R-11 F=R INT. INTEERIC,)R R. FRAN(SE= AND of;)VEN UNFIN. U N F I t-4151-4 E D 360-q4l-1 lbq BTM. BC,)TTC,)M EA. E=ACf-4 -15T. J(f-,)15T REFER. FZ E=F R I Cz,E-=RAT C,)R U.1`14.C,). UNLF-55 NC,)TED 6;)THEfI,F- PROJECT5@CURRIEDE51C-;NC7ROUP.COM BLD6,,. BUILDINC5 F=.". r=A(:,1-4 "A-r' LAM. LAMINATED Rr-=INF. RE-=It-4F(!:?Rr-r-= V.B. \/AF(!:?F;Z BARRIER Z Its) tLl LU (:,ANTL. C--ANTILE=\/r=K EEL. ELEVATIC)N L.\/.L. LAMINATED \/r-=NF=r-=f;Z LUMBER Rr=a,D R F=(SZ U I R F=D \/.T.C,). VENT T(!:;> (�:?UT51DF- thl,,,�,l C,Rf=T. (:,ARf=lr=T r=a. r=6ZUAI MANUF� MAN U FA(:,TU FZE= R. R15r=R VEfI VERTICAL 5TRUCT. ENOINEERIN& TIM GARRISON, PE C,L 65. C,E=I L I N(S, F=(�;Z U I P. r-=aUIPMr=N-r MAX. MAXIMUM R. 5. KC,>0 & 5HELF "A51-1. 5TATF- ENEEII CC)DE 2316 ANTONE NAY C.L CENTER. LINE r-=Xc--r, F=XI5TINC-.r MTL. METAL I (�?FFENINr7 Vq. "A5HER d3 < C) C,L RZ. (:;,Lr=AI;P, F=XT. r-=XTr-=RI0R MIN. MINIMUM S�67 5AFEET-r' 6-LAS5 "ATEEF? CLC;)e>r=T tr LU J ANACORTE5, kNA qb221 z C C�M F. CC>Mf=1C?5TIC>N FIN. FINIC--Hr-=D MLD67. MC?LDINC�- 5HT'67. SHEHATHIN6, "ATEEFZ HEATER, PROJECT LOCATION CN < CONTACT TIM GARRISON, R,F=T F= I=.P. f=IFZE=f=1LACE= N/A N(I.?T AFILLICABLE 151-11-\/S. SHELVES ".C-- - "FEATHE-EfI STFZIFFIN<� CIONCI- 360-10b-1b65 C-M-U. <:,0NCF1,E-=Tr= MA�ONK-r' UNIT F L RZ. F L C?0 111 O�C- Cl)N C,F=N T r=R, �IMILAFZI "IND. "INDO" DATE: CONT. C--<:>NTINU0L1C-- FT(Sl. FC>0TIN(-S OFIN(Sl- I=F=N I N C-7 5L. 15L6>f=1r= ULil "IT" TIMC-7@TIMK&ARRI5ON.COM <-- UBIC", --rA1FzD FNr->- FC>UNDA710N OFT- <�>I=710NAL 5-FEC",c-5- cLo F E=C-- I F I C AT1 N!5 LA.)/I N "ITHIN —1110.........o",32"di"ti DEAD LC>AD FUKN. 0. B. <:;)fI-rF-D c---rf;P-AND 13��ARD c%.F. 5-aUAFRF- Fo!�>07 4:�>K !50UAI-ZF- FEET w/o GENERAL CONTRACTOR JED BRICH 1/30/2025 2105 J AVENUE ANACORTE5, kNA qb221 5HEET: CONTACT JED BRICH 360-3q 1-6212 kNILLEEaUIXOTEE@C-7MAIL.COM T1 5HEET 51ZE ARCHITECTURAL 0 GENERAL NOTES U wW z w 2LL C W Q WO O R'I J m}ON h Z F N W W} W�h BUILDING CODE: ALL CONSTRUCTION SHALL CONFORM TO THE 2021 EDITION OF THE RAILIN65, JOISTS, BEAMS AND P05T5 SHALL BE PRE55URE TREATED OR MADE OF WOOD WITH FIREPLACES: FACTORY-BUILT FIREPLACES AND CHIMNEYS SHALL BE LISTED AND INSTALLED PER 34" TO 38" ABOVE STAIR N051N6. HANDRAIL TO BE 1-1/4" TO 2" CROSS SECTION AND 1-1/2"AWAY a m~z Z N N Z m W�O O O I INTERNATIONAL RESIDENTIAL CODE (IRC)A5 AMENDED BY THE STATE OF WA5HINGTON (AND/OR NATURAL RESISTANCE TO DECAY. THE MANUFACTURER'S SPECIFICATIONS, IRC R1004.1 AND TESTED IN ACCORDANCE WITH UL 127. FROM WALL (IRG 3111.6). INSTALL FIRE BLOCKING AT MID 5TRINOER SPAN AND AT WALL ALONG �J LL K O � W a.I�d'>Z(rN�N2K LOCAL JURISDICTION)AND BE IN ACCORDANCE WITH WA5HINGTON STATE LAW5 AND STRINGER. COVER WALL5 AND 5OFFIT5 OF USABLE SPACE UNDER STAIR WITH Y2" GWB (R302.7). N =w CRAWL SPACE: CRAWL 5PAGE5 SHALL BE VENTILATED WITH AN APPROVED MECHANICAL MEANS COMBUSTION AIR VENTS: PROVIDE COMBUSTION AIR VENTS (W/ 50REEN AND BACK DAMPER) O 2 11 O 1'V 2 W Z W K m W Z a K REOULATION5. GUARDRAILS: ANY EXTERIOR WALKING SURFACE 30 OR MORE ABOVE GRADE OR ADJACENT N O <m 3 N w W w N OR BY OPENIN65 IN THE EXTERIOR FOUNDATION WALL5. OPENIN65 SHALL HAVE A NET AREA OF FOR FIREPLACES, WOOD 5TOVE5 AND ANY APPLIANCES WITH AN OPEN FLAME. Z w a W w m m II II W J H J-m J NOT LESS THAN 1 SQUARE FOOT FOR EACH 150 5F OF UNDER-FLOOR AREA. ONE OPENING SHALL SURFACE SHALL HAVE MINIMUM 36 HIGH GUARDRAIL (IRG R312). AT STAIRS MORE THAN 30 f m N z O F 2 m 2 m I Z F J DRAWING NOTES: DO NOT SCALE THE DRAWINGS. USE GIVEN DIMENSIONS. CHECK ALL DETAILS W~ a d-O�JU1-W I-��'-Qi`�2� FOR APPROPRIATE LOCATION OF ALL ITEMS NOT DIMENSIONED ON THE DRAWINGS. REPETITIVE BE WITHIN 3 FT OF EACH CORNER IF POSSIBLE. THE OPENING SIZE SHALL BE EQUALLY CEILING HEIGHTS: HABITABLE 5PAGE5 SHALL HAVE A CLEAR CEILING HEIGHT OF NOT LE55 THAN ABOVE FLOOR OR GRADE PROVIDE A 34" MINIMUM HEIGHT GUARDRAIL. PROVIDE INTERMEDIATE W Z J m�<m K z W W Z N z FEATURES MAY BE DRAWN ONLY ONCE BUT SHALL BE COMPLETELY PROVIDED IF DRAWN IN FULL. DISTRIBUTED ALONG THE LENGTH OF TWO OPPOSITE 51DE5 PER IRC, R406. 7'-0". NOT MORE THAN 50% OF REQUIRED FLOOR AREA OF A SPACE 15 PERMITTED TO HAVE A RAILS THAT DO NOT ALLOW PASSAGE OF A 4" DIAMETER SPHERE. SLOPED CEILING LE55 THAN 7'-0" WITH NO PORTION LE55 THAN 5'-0". BATHROOMS SHALL HAVE A DIMENSIONS ON THE DRAWINGS ARE TO FRAMING ELEMENTS OR ON THE CENTERLINE OF FIRE PROTECTION: EACH BEDROOM AND OUTSIDE SLEEPING ROOM AND ON EACH STORY TO BE GARAGES: DOORS BETWEEN DWELLING AND GARAGE SHALL BE 50LID GORE WOOD 1-3/5" MINIMUM CEILING HEIGHT WITH NO PORTION BEING LOWER THAN 6'-8"ABOVE THE FIXTURES AND COLUMNS UNLESS NOTED OTHERWISE. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS MINIMUM THICKNESS OR 20-MINUTE FIRE RATED PER IRC R302.5. THERE SHALL BE NO OPENINGS ITS FRONT CLEARANCE AREA. REFER TO IRC R305. PROVIDED WITH A SMOKE DETECTOR. SMOKE DETECTOR POWER SOURCES TO BE INSTALLED IN Z ARE TO BE 4" FROM THE FAGS OF THE ADJACENT WALL OR CENTERED BETWEEN THE WALL5. BETWEEN ROOMS USED FOR 5LEEPIN6 PURP05E5 AND THE GARAGE. SEPARATE THE ACCORDANCE WITH NFPA 72 AND IRC 314.4. ALL ALARM DEVICES TO BE INTERCONNECTED PER p UNLESS NOTED OTHERWISE, VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH RESIDENTIAL 5PAGE5, INCLUDING ATTIC 5PAGE5, FROM THE GARAGE OR SHOP WITH NOT LESS ROOFING: APPLY ROOFING IN CONFORMANCE WITH IRC, Rg05. BALCONIES, LANDIN65, EXTERIOR IRC R314.5. FRAMING TO HAVE FIREBLOCKIN6 PER IRC R302.11. PROVIDE DRAFT 5TOPPIN6 AT 17- PORTION OF THE WORK. "ALIGN"' MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME THAN Y2" GWB APPLIED AT THE GARAGE 51DE. GARAGES BELOW HABITABLE 5PAGE5 SHALL BE STAIRWAYS, OCCUPIED ROOFS AND SIMILAR SURFACES EXPOSED TO THE WEATHER SHALL BE CONGEALED 5PAGE5 OVER 10005E PER IRC R302.12. rL PLANE. SEPARATED WITH 5/8" TYPE "X" GWB PER IRC R302.6. HEATING / COOLING EQUIPMENT LOCATED WATERPROOFED AND SLOPED A MINIMUM OF X" PER FOOT(2%) FOR DRAINAGE. INSULATION: ALL EXPOSED INSULATION 15 TO HAVE A FLAME SPREAD RATING NOT TO EXCEED 25, J N CONTRACTOR'S RESPONSIBILITY: CONTRACTOR TO VERIFY ALL GRADES, DIMENSIONS, EXISTING IN GARAGE SHALL BE INSTALLED WITH PILOTS AND BURNERS AND HEATING ELEMENTS AND ATTIC: PROVIDE ATTIC, VENTILATION AS INDICATED ON THE DRAWIN65. THE NET FREE VENTING A SMOKE-DEVELOPED INDEX NOT TO EXCEED 450, WHEN TESTED IN ACCORDANCE WITH A5TM E as W CONDITIONS AND STRUCTURAL MEMBER 51ZE5 PRIOR TO CONSTRUCTION. CONTRACTOR TO SWITCHES AT LEAST 18" ABOVE THE FLOOR PER IRC 62408.2. PROVIDED AUTOMATIC, GARAGE AREA SHALL BE NOT LESS THAN 1/150TH OF THE AREA OF THE SPACE, EXCEPT THAT THE AREA 84, AND CRITICAL RADIANT FLUX NOT LE55 THAN 0.12 WATT5 PER SQUARE CENTIMETER. H INFORM BUILDING DE516NER OF ANY 0I5CREPANCIE5 IN THE DOCUMENTS OR IN CONFLICT WITH DOOR OPENERS SHALL BE LISTED IN ACCORDANCE WITH UL 325. MAY BE 1/300T" PROVIDED AT LEAST 50% OF THE REQUIRED VENTILATING AREA 1S PROVIDED WITH INSULATE ALL ACCESS DOOR/HATCHES TO CRAWL5PACE AND ATTICS TO THE EQUIVALENT m THE CODES. CONTRACTOR SHALL CONSULT PLANS OF ALL THE TRADES FOR ALL OPENINGS VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 RATING OF THE WALL FLOOR OR GEILIN6 THROUGH WHICH THEY PENETRATE. > HEATING SYSTEM: ALL FURNAGE5 SHALL BE LABELED AND L15TED BY AN APPROVED AGENCY LU THROUGH SLABS, GEILIN6 AND WALL5 FOR DUCTS, PIPE, CONDUITS AND EQUIPMENT AND SHALL AND INSTALLED PER LISTED SPEGIFIGAT10N5. NO WARM AIR FURNACE SHALL BE INSTALLED IN A FEET ABOVE THE EAVES OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION ? W VERIFY SIZE AND LOCATION WITH RESPECT TO CONSTRUCTORS. CONTRACTOR INITIATED PROVIDED BY EAVE OR CORNICE VENTS (IRC R806.2). ATTIC AGGE55 SHALL BE A MINIMUM 22" X VENTILATION SYSTEM: IN HABITABLE ROOMS NOT PROVIDED WITH AN OPERABLE EXTERIOR W GL05ET OR ALCOVE LE55 THAN 12 INCHES WIDER THAN THE FURNACE OR FURNACES INSTALLED OPENING OF AT LEAST 4% OF THE FLOOR AREA A WHOLE-HOUSE MECHANICAL VENTILATION CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER, BUILDING DESIGNER AND THEREIN, WITH A MINIMUM CLEAR WORK SPACE NOT LE55 THAN 3 INCHES ALONG THE SIDES, 30" OPENING WITH A MINIMUM 30" CLEARANCE HEADROOM ABOVE, UNOBSTRUCTED, AND READILY 5Y5TEM 5HALL BE INSTALLED IN ACCORDANCE WITH IRC M1507. LAUNDRY AND BATHROOM FANS STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. PROVIDE BACK AND TOP. APPLIANCES INSTALLED IN 6ARAOE5 OR OTHER AREAS WHERE THEY MAY BE ACCESSIBLE FROM BELOW (IRC, R807.1) SHALL BE 50 GFM, AND RANGE FANS SHALL BE 100 GFM MINIMUM WITH VENTING TO THE LU ADEQUATE TIME (10 WORKING DAYS MINIMUM) FOR OWNER AND ENGINEER TO REVIEW SUBJECTED TO VEHICULAR DAMAGE SHALL BE SUITABLY GUARDED A6AIN5T SUCH DAMAGE BY PROPOSED CHANGE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY GLAZING: ALL GLAZING TO BE IN COMPLIANCE WITH IRC W R308 AND ASHINGTON STATE SAFETY EXTERIOR. REFER TO IRC R303 AND 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR PRECAUTIONS AND METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO BEING INSTALLED BEHIND PROTECTIVE BARRIERS OR BY BEING ELEVATED OR LOCATED OUT OF 67LA55 LAW. GLAZING IN HAZARDOUS LOCATIONS SUCH AS 67LA55 DOORS, 67LA55 WITHIN 24" QUALITY CODE. A THE NORMAL PATH OF 5UGH VEHICLES. EVERY FACTORY-BUILT CHIMNEY, TYPE L VENT, TYPE B EACH 51DE OF A DOOR OPENING, AREAS WITHIN 60" HORIZONTAL FROM THE BOTTOM LANDING OF PERFORM THE WORK. ALL STRUCTURAL SYSTEMS SUCH AS WOOD PRESSED-PLATE TRUSSES NATURAL LIGHTING: ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT OAS VENT, TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS A STAIRWAY STORM DOORS RAILIN65 SHOWER DOORS 5LIDIN6 GLA55 DOORS AND GLA55 WHICH HAVE COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER LISTING AND MANUFACTURER'S INSTRUCTIONS. FURNACE AIR DUCTS IN THE GARAGE THAT PA ENCLOSURES AROUND TUB AND/OR SHOWERS SHALL BE SAFETY GLAZING MATERIALS (IRC LE55 THAN 8% OF THE FLOOR AREA OF THE ROOM PER IRG R303.1. GLAZED AREAS ARE NOT Z DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH THROUGH THE LIVING/GARAGE COMMON WALL SHALL BE NO. 26 GAUGE STEEL OR THICKER. R308.4). ALL EXTERIOR GLAZING SHALL COMPLY WITH THE 2015 EDITION OF THE WA5HIN6TON REQUIRED WHERE ARTIFICIAL LIGHTING 15 PROVIDED AND AWHOLE-HOUSE VENTILATION SYSTEM THE SUPPLIER'S PRINTED INSTRUCTIONS. CONTRACTOR TO COORDINATE STRUCTURAL FRAMING OPENINGS AROUND OAS VENTS, DUCTS, PIPES, CHIMNEYS AND FIREPLACES AT CEILING AND 15 INSTALLED PER IRC M1507. v WITH ELECTRICAL, PLUMBING AND MECHANICAL WORK. CONTRACTOR 15 RESPONSIBLE FOR THE STATE ENERGY CODE. -t PROPER OPERATION OF ALL 5Y5TEM5 AND THE COORDINATION OF ALL 5Y5TEM5 AND TRADES. FLOOR LEVELS SHALL HAVE FIREBLOGKIN6 PER IRC 302.11. -► EGRESS: EACH SLEEPING ROOM SHALL BE PROVIDED WITH AN ESCAPE OPENING: NET CLEAR BATHROOMS: ALL STUD WALL5 AT TUB AND SHOWER STALLS SHALL HAVE FIREBLOGKING CONTRACTOR TO NOTIFY BUILDING DESIGNER FOR RESOLUTION OF ALL 0I5GREPANGIE5 PRIOR MECHANICAL AND PLUMBING: DOMESTIC KITCHEN RANGE AND CLOTHES DRYER VENTS SHALL BE BETWEEN 5TUD5. ALL GLAZING IN DOORS OR ENCL05URE5 IN BATHROOMS SHALL BE SAFETY OPENING OF 5.7 5F A- . THE NET CLEAR OPENING HEIGHT SHALL BE 24" AND THE NET CLEAR GLAZING. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING A SHOWER OR BATHTUB TO CONSTRUCTION. OF METAL AND HAVE SMOOTH INTERIOR SURFACES. EXHAUST DUCTS SHALL TERMINATE OUTSIDE OPENING WIDTH SHALL BE 20". THE SILL HEIGHT SHALL BE NO HIGHER THAN 44" ABOVE THE O OF THE BUILDING AND BE EQUIPPED WITH BACKDRAFT DAMPERS. LENGTH LIMITATION (UNLESS WHERE THE BOTTOM EXP05ED EDGE I5 LE55 THAN 60" ABOVE THE STANDING SURFACE AND p/ FINISHED FLOOR. REFER TO IRG R310.1. ALL CORRIDORS SHALL NOT BE LE55 THAN 36 WIDE. A A CA CONSTRUCTION: PROVIDE ALL FLASHINGS AT ROOFS AND DECKS AS REQUIRED BY IRC Rg03 AND 1 DRAIN OUTLET SHALL BE SAFETY GLAZING (IRC R308.4). SHOWER STALL WAINSCOT SHALL BE A W ry Rg05. ALL EXTERIOR JOINTS SHALL BE SEALED, CAULKED, 6A5KETED, OR WEATHER-STRIPPED OTHERWISE PERMITTED): DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL NOT EXCEED A MINIMUM OF ONE BUILDING DOOR EXIT I5 REQUIRED. THE MINIMUM 51ZE I5 3-0 WIDE X 6-S HIGH. TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FEET INCLUDING TWO g0-DEGREE PROVIDE DIRECT AGGE55 TO THE EXTERIOR. PROVIDE MINIMUM 36" LANDING AT ALL EXTERIOR MINIMUM OF 72" ABOVE THE FLOOR (IRC R307.2). WATERGL05ET5 SHALL HAVE A MIN 15" TO SIDE _A z U- TO LIMIT AIR LEAKAGE AT THE FOLLOWING LOCATIONS PER WA5HINOTON STATE ENERGY CODE ELBOWS. CEILING FRAMING MUST BE A MINIMUM 12 INCHES O.G. TO SUPPORT 1/2" WATER- WALL5 FROM CENTER OF FIXTURE AND A MINIMUM 21" CLEARANCE IN FRONT OF THE FIXTURE > � < WAG 51-11-1314.1: WINDOW AND DOOR FRAMES, OPENINGS BETWEEN WALL5 AND FOUNDATION, DOORS PER IRC 311.4.3 AND IRC, 311.5.4. ALL EXTERIOR DOORS SHALL BE OPERABLE FROM THE (IRC R307.1). tJ� W BETWEEN WALL5 AND ROOFS, OPENINGS AT PENETRATION OF UTILITY SERVICE, AND ALL OTHER RE515TANT GYPSUM BOARD PER IRC R702.3.6. WATER CLOSETS SHALL NOT USE MORE THAN 1.6 IN51DE WITHOUT A KEY OR SPECIAL KNOWLEDGE OR EFFORT (A NIGHT LATCH, DEAD BOLT, OR OPENIN65 IN THE BUILDING ENVELOPE. ALL 5KYL16HT5 SHALL BE MOUNTED AT LEAST 4 INCHES GALLONS PER FLUSH PER WA5HIN6TON STATE PLUMBING GODS. STRAP WATER HEATERS AT SECURITY CHAIN MOUNTED AT A HEIGHT 48 INCHES OR LE55 ABOVE FINISHED FLOOR MAY BE APPLIANCES: APPLIANCES IN A FIXED POSITION 5HALL BE SECURELY FASTENED IN PLACE TO q) Q w LU ABOVE THE PLANE OF THE ROOF PER IRC, 308.6.8. THE SLOPED GLAZING AND FRAMES PROVIDED POINTS WITHIN THE UPPER 1/3 AND LOWER 1/3 OF ITS VERTICAL DIMENSION. LOWER POINTS PROVIDED) PER IRG 311.4.4. STRUCTURAL MEMBERS WITH STRAP ANCHOR OR 51MILAR ANCHORING METHOD (IRG M1307.2). Z W < SHALL RE515T SNOW AND WIND LOADS PER IRC R305.6. SHALL BE A MINIMUM 4 INCHES ABOVE CONTROLS PER IRC, 1307.2. PROVIDE NON-REMOVABLE p TYPE BACKFLOW PREVENTION DEVICE ON ALL H05E BIBS PER IRC 2g02.3.3. PROVIDE INDIVIDUAL STAIRWAYS: MINIMUM HEADROOM 15 6-8" MEASURED VERTICALLY FROM A SLOPED PLANE CONNECTORS: ALL CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE \ o FRAMING: FRAME NAILING SHALL COMPLY WITH IRC, TABLES R602.30) AND R602.3(2). ALL WOOD CONTROL VALVES OF THE PRE55URE BALANCE OR THE THERM05TATIC MIXING VALVE TYPE AT CONNECTING THE TREAD NOSING OR FROM THE FLOOR 5URFAGE OR PLATFORM. MINIMUM HOT-DIPPED GALVANIZED OR EQUIVALENT. JK Z EXPOSED TO WEATHER, SUCH A5 WOOD USED FOR DECK FRAMING, INCLUDING DECKING, ALL TUB/SHOWER COMBINATIONS PER IRC,2708.3. WIDTH 15 36". REFER TO IRC, R311.7. MINIMUM TREAD: 10". MAXIMUM RI5ER 15 1-3/4". HANDRAIL A V m < m VENTILATION 2021 ENERGY GORE Z O_ VENTILATION 56HEOULE All Cl mate Zo ea Table 402:1.3 WSEG TABLE R402.4.1.1 R-Value U-Factora 2018 IRC SECTION M1507 AIR BARRIER AND INSULATION INSTALLATION Fenestration U-Factor b'' n/a 0.30 A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. EXTERIOR SYMBOL LOCATION MINIMUM FAN REQUIREMENTS b GENERAL THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. BREAKS OR JOINTS IN THE Skylight U-Factor n/a 0.50 � BATH, POWEDER, MIN. 50 GFM AT .25 WG (IRC TABLE M 1507.4) REQUIREMENTS AIR BARRIER SHALL BE SEALED.AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A Z 4A LAUNDRY Ceiling e 60 n/a SEALING MATERIAL. LU Wood Frame Wall '' 20+5 or 13+10 n a ALL CAVITIES IN THE THERMAL ENVELOPE SHALL BE FILLED WITH INSULATION. THE DENSITY } LU KITCHEN MIN. 100 GFM AT .25 WG (IRC TABLE M 1507.4) (RANGE HOOD g / OF THE INSULATION SHALL BE AT THE MANUFACTURERS' v PRODUCT RECOMMENDATION AND � OR DOWN DRAFT EXHAUST FAN RATED AT MIN. 100 GFM @ Floor 30 n/a SAID DENSITY SHALL BE MAINTAINED FOR ALL VOLUME OF EACH CAVITY. BATT TYPE ■n Z 0.10 WG MAY BE USED FOR EXHAUST FAN REQUIREMENT). Below Grade Wall c,h 10/15/21 Int + 5TB n/a INSULATION WILL SHOW NO V0I05 OR GAPS AND MAINTAIN AN EVEN DENSITY FOR THE V < d,f ENTIRE CAVITY. BATT INSULATION SHALL BE INSTALLED IN THE RECOMMENDED CAVITY (� WHOLE HOUSE MIN. GFM PER IRC TABLE M 1507.3.30) BELOW BASED ON Slab R-Value & Depth 10, 4 ft n/a DEPTH.WHERE AN OBSTRUCTION IN THE CAVITY DUE TO SERVICES, BLOCKING, BRACING IL FAN HABITABLE S.F. & NUM OF BEDROOMS. DAILY FRACTIONAL R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design CAVITY OR OTHER OBSTRUCTION EXISTS, THE BATT PRODUCT WILL BE GUT TO FIT THE REMAINING OPERATION TIME = 75%. *WHOLE HOUSE FANS LOCATED 4 FT a thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified INSULATION DEPTH OF THE CAVITY.WHERE THE BATT 15 GUT AROUND OBSTRUCTIONS, L005E FILL -I OR LE55 FROM INTERIOR GRILLE TO HAVE A 50NE RATING OF in the table INSTALLATION INSULATION SHALL BE PLACED TO FILL ANY SURFACE OR CONGEALED VOIDS,AND AT THE O 1.0 OR LE55 MEASURED AT 0.1" NO. MANUFACTURERS'SPECIFIED DENSITY.WHERE FACED BATT 15 USED, THE INSTALLATION �. b The fenestration U-factor COIUmn eXCIUdeS Skylights. TABS MUST BE STAPLED TO THE FACE OF THE STUD. THERE SHALL BE NO COMPRESSION ,^U `',.6 EXHAUST DUCT REQUIREMENTS I. 10/15/21+5TB'" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R- TO THE BATT AT THE ED6E5 OF THE CAVITY DUE TO INSET STAPLING INSTALLATION TABS. LU 21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. 10/15/21+5TB shall INSULATION THAT UPON INSTALLATION READILY CONFORMS TO AVAILABLE SPACE SHALL LU 1. INSULATE TO R-4 (MIN.) IN UNCONDITIONED SPACES C be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or BE INSTALLED FILLING THE ENTIRE CAVITY AND WITHIN THE MANUFACTURERS' DENSITY Q 2. EQUIP. WITH A BACK DRAFT DAMPER RECOMMENDATION. O 0 exterior of the wall. 5TB means R-5 thermal break between floor slab and basement wall. Z 3. TERMINATE OUTSIDE THE BUILDING. THE AIR BARRIER IN ANY DROPPED CEILING/50FFIT SHALL BE ALIGNED WITH THE ALL OTHER REQUIREMENTS OF THE 201 S W5EC AND 2018 IRC 5ECTIOM M 1507 MUST BE MET. d R-10 continuous insulation is required under heated slab on grade floors.See Section R402.2.9.1. INSULATION AND ANY GAPS IN THE AIR BARRIER SEALED.AGGE55 OPENINGS, DROP DOWN v For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38 if the full insulation depth extends over the top plate of the CEILING/ATTIC STAIR OR KNEE WALL DOORS TO UNCONDITIONED ATTIC 5PAGE5 SHALL BE SEALED. THE , e INSULATION IN ANY DROPPED CEILING/SOFFIT 5HALL BE ALIGNED WITH THE AIR BARRIER. N - exterior wall. LL v R-7.5 Continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter slab insulation when applied BATT INSULATION INSTALLED IN ATTIC ROOF A55EMBLIEB MAY BE COMPRE55ED AT LU _ IRG TABLE M 1501.3.3(1 ) EXTERIOR WALL LINES TO ALLOW FOR REQUIRED ATTIC VENTILATION. f to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam THE JUNCTION OF THE FOUNDATION AND SILL PLATE SHALL BE SEALED. THE JUNCTION OF Z LU CONTINUOUS WHOLE HOUSE MECHANICAL VENTILATION plastics. THE TOP PLATE AND TOP OF EXTERIOR WALLS SHALL BE SEALED. KNEE WALL SHALL BE LU Z 5Y5TEM AIRFLOW RATE REQUIREMENTS g For log structures developed in compliance with Standard ICC 400, log walls Shall meet the requirements for climate Zone 5 of ICC 400. SEALED. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALL5 SHALL BE INULATED Iv LU - - WALL5 BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAYING A THERMAL RESISTANCE (AIRFLOW IN GFM) h Int. (intermediate framing)denotes framing and Insulation as described In Section A103.2.2 Ir1CIUding Standard framing 16 inches On Center, OF R-3 PER INCH MINIMUM. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED FLOOR AREA NUMBER OF BEDROOMS 78 percent of the wall cavity insulated and headers insulated with a minimum of R-10 Insulation. WALL5 SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT (SQ. FT.) 0 - 1 The first value is cavity insulation,the second value is continuous insulation.Therefore,as an example, "R13+10" means R-13 cavity WITH THE AIR BARRIER. insulation plus R-10 continuous insulation WINDOWS, THE SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING AND SKYLIGHTS AND FRAMING <1500 30 SKYLIGHTS AND SHALL BE SEALED. A maximum U-factor of 0.32 shall apply to vertical fenestration products installed in buildings located above 4000 feet in elevation above sea RIM JOI5T5 RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED. j level, or in windborne debris regions where protection of openings is required under Section R301.2.1.2 of the International Residential THE AIR BARRIER SHALL BE INSTALLED AT ANY EXP05ED EDGE OF INSULATION. FLOOR Code. FLOORS (INCLUDING ABOVE- FRAMING CAVITY INU5LATION SHALL BE INSTALLED TO MAINTAIN PERMANENT CONTACT GARAGE AND WITH THE UNDERSIDE OF 5UBFLOOR DECKING OR FLOOR FRAMING CAVITY INSULATION O CANTILEVERED SHALL BE PERMITTED TO BE IN CONTACT WITH THE TOPSIDE OF SHEATHING OR _ FLOORS) CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTEND FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FRAMING MEMBERS. EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE COVERED WITH A GLASS 1, A CRAWL SPACE BLACK VAPOR RETARDER WITH OVERLAPPING JOINTS TAPED. WHERE PROVIDED INSTEAD Q CCA WALL5 OF FLOOR INSULATION, INSULATION SHALL BE PERMANENTLY ATTACHED TO THE CRAWL5PACE WALL5. SHAFTS, DUCT SHAFTS, UTILITY PENETRATIONS,AND FLUE SHAFTS OPENING TO EXTERIOR OR PENETRATIONS UNCONDITIONED SPACE SHALL BE SEALED. W BATT5 IN NARROW CAVITIES SHALL BE GUT TO FIT AND INSTALLED TO THE CORRECT NN Z NHOLE HOUSE VENTILATION AS A DEFAULT OPTION 1 IS SELECTED AND A OPERABLE WINDOW IS REQUIRED IN EACH HABITABLE NARROW CAVITIES DENSITY WITHOUT ANY VOIDS OR GAPS OR COMPRESSION, OR NARROW CAVITIES SHALL !L W LU r4L�4RM5 BE FILLED BY INSULATION THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE W CAVITY SPACE. O ROOM. IF ANOTHER OPTION 15 SELECTED VENTED WINDOWS ARE NOT REQUIRED. GARAGE AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. Q 0 ❑ OPTION 1. INTERMITENT WHOLE HOUSE VENTILATION U51NO EXHAUST FANS (IRC M 1507.3.4) RECESSED RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE AIR Ll-I t- Z 120 MIN. GFM @ 0.25 W6 (IRC M 1507.3.3(1). OUTDOOR AIR DISTRIBUTED TO EACH HABITABLE ,ALARM 50HEOULE LIGHTING TIGHT, IC,RATED,AND SEALED TO THE DRYWALL. --I C14 < BATT INSULATION SHALL BE GUT NEATLY TO FIT AROUND WIRING AND PLUMBING IN ROOM BY INDIVIDUAL OUTDOOR AIR INLETS OR OPERABLE WINDOW. 2018 IRG SECTION R 314 & R 315 PLUMBING AND EXTERIOR WALL5. THERE SHALL BE NO VOIDS OR GAPS OR COMPRESSION WHERE GUT TO ❑ OPTION 2. INTERMITENT WHOLE HOUSE VENTILATION INTEGRATED WITH A FORGED-AIR SYSTEM SYMBOL DESCRIPTION REQUIREMENTS WIRING FIT. INSULATION THAT ON INSTALLATION READILY CONFORMS TO AVAILABLE SPACE SHALL DATE: (IRC, M 1507.3.3. MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC, CONTROL. SMOKE ALARM EXTEND BEHIND PIPING AND WIRING. ❑ OPTION 3. INTERMITENT WHOLE HOUSE VENTILATION U51NO A SUPPLY FAN (IRC, M 1507.3.6) �� *110 V INTERCONNECTED W/ BATTERY BACKUP. 5HOWER/TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALL5 ADJACENT TO 5HOWER5 AND TUBS * EXTERIOR WALL SHALL SEPARATE THEM FROM THE 5HOWER5 AND TUBS. EXTERIOR WALL5 ADJACENT TO 1/30/2025 PROVIDE OUTDOOR AIR AT 120 GFM @ 0.40 W6 PER IRC TABLE M 1507.3.3(1) _INCH SMOOTH OR INSTALL ON EACH FLOOR, IN EACH 5LEEPIN6 AREA, AND OUTSIDE EACH 5HOWER5 AND TUBS SHALL BE INSULATED. INCH FLEXIBLE OUTDOOR AIR INLET DUCT PER IRC, TABLE M1507.6.2 SEPARATE SLEEPING AREA. ELECTRICAL/PHON THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES BACK DRAFT DAMPER SELECTION *LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED PER THE HOUSEHOLD E BOX ON OR AIR SEALED BOXES SHALL BE INSTALLED. SHEET: ❑ CALIBRATED MANUAL VOLUME DAMPER FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. HVAG REGISTER HVAG REGISTER BOOTS THAT PENETRATE BUILDING THERMAL ENVELOPE SHALL BE ❑ MANUAL VOLUME DAMPER COMBINATION *INSTALLED ON EACH FLOOR AND OUTSIDE OF EACH SEPARATE SLEEPING BOOTS SEALED TO THE 5UBFLOOR OR DRYWALL. ❑ AUTOMATIC FLOW-REGULATION6 DEVICE C WHEN REQUIRED TO BE SEALED, CONGEALED FIRE SPRINKLERS SHALL ONLY BE SEALED IN SMOKE ALARM AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.& CARBON *SMOKE ALARM REQUIREMENTS PER ABOVE CONGEALED A MANNER THAT IS RECOMMENDED BY THE MANUFACTURER. CAULKING OR OTHER T2 OPTION 4. INTERMITTENT WHOLE HOUSE VENTILATION USING A HEAT RECOVERY VENTILATION . SPRINKLERS ADHESIVE SEALANTS SHALL NO BE USED TO FILL VOIDS BETWEEN THE FIRE SPRINKLER SYSTEM (IRC M 1507.3.7) MONOXIDE CARBON MONOXIDE ALARMS LISTED A5 COMPLYING WITH UL 2075 AND COVER PLATES AND WALL5 OR CEILINGS. ALARM INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS. FIREPLACE AN AIR BARRIER SHALL BE INSTALLED ON FIREPLACE WALL5. FIREPLACES SHALL HAVE J J GA5KETED DOORS. ARGHITEGTURAL D o a �V w zLL wa lu n_dwd0 K= ON N O N N 2 LL N F Z d Z Z J1 N Z N Q K on V=ujpR'p�ON V�NwrLv N W Z~W U LL O J F)D J N rc g LL w O N aW' N H O O N=LL= LL Z�U~U N ZQ U O K Q p w Op� w f d Z OU rt]LL Q N f F�Z LL��N Z B E3 B E3 O 24'-2 9/16" ~ W 24'-9 1/2" 7'-8" 3'-11 /8" 2, �„ 2, 3„ 7' 9" lu v 2'-5 1/4" J On 6'-91/4" 7'-1 /16" 8'-513/161, CD p W01 W01 W04 W05 ZO � > mo� W D02 - W r 0 W fr W03 Q ROFO56� A4 A4 A4 BAT A4 z > U -6 E2 v E1 m D01 �' E2 E1 a� PROP05ED UTILIT ROOM ARTS & GRAI= — PROP05ED BEDROOM O 22' 10" X 15'-0" 11'-2" X 15'-10" Doi Z 24'-2" 2'-1" 1NO3 m a CA 3' 15'-2" W - - - - - - — .e �4 I a z � r — - - - - - - - - - - - - - - - E4 DN > < O Lo — w A4 3068 I - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - W Q LL - - - - 611/16' D2 z W > �r m B A4 wog B T - 6" UPPER LEVEL Ov SETBACK o mz m = 24'-2" k, o I EX5T. BEDROOM 1 a EX5T. BEDROOM ►� 1 EX5T. KITGHEN ►� a I I EX5T. KITGHEN 13'-2" X 13'-51, w > w c 41065 I J 1 2565 1 z �' I Izi � w 1 21065 1 _ _ rn W > 1 1 X _ x >. w _ (Jl w � Z o EXISTING ATTIC z —1 v m l I EX5T. T I m � EX5T. B H z w 1 to 1 T- T- �; = l'-10" X 6' 0' O J (L o X I c fi II Xm Lu I rn l u rn GL05ET O 2565 411 bb 5'-11" X 2'-0" z z u--c, J J 1 EX5T. LIVING 1 1 EX5T. LIVING O W- l- , I I I 13'-2" X 19'-6" � � � Z = I t ) (3 O = 1 EX5T. BEDROOM 1 - EX5T. BEDROOM I I Lu LL LL 10'-0" X 11'-51, 5146FX 3065 5146FX I I 2 I I Z 1 16'-2" I I I I I O L — DN - - - - - - - 1- - - - - - - - - - - - - — J DN _ E I 24'-3" 2' L J I I Q EX5T. DECK 26-3' Q EX5T. DECK 11'-5" X 8'-1" v W Z MjU w I > I Q -) O L J w o DATE: EXISTING MAIN LEVEL FLOOR PLAN PROPOSED MAIN LEVEL FLOOR PLAN PROPOSED UPPER LEVEL FLOOR PLAN '7/30/2025 SCALE 1/4" = 1' - 0" 0 1 2 3 4 5 10 SCALE 1/4" = ' - 0" 0 1 2 3 4 5 10 SCALE 114" = 1' - 0" 0 1 2 3 4 5 10 1 SHEET: Al SHEET SIZE ARCHITECTURAL D o a �V w zLL wa lu n_dwd0 K= ON N O N N 2 LL N F Z d Z Z J1 N Z N Q K on V=ujpR'p�ON V�NwrLv N W Z~W U LL O J F)D J N rc g LL w O N aW' N H O O N=LL= LL z�V H O N Q U O K Q p w p w f d Z OU rt]LL Q N f F�Z LL��N Z T - b" 5ETBAGK 1/4 12 p w RIDGE wv 1'-6 3/4" CID� Lu A IIJ TOP OF PLATE 17'-2 9/16" 12 W05 Z co On W � W � 12 12 Lu TOP OF SUBFLOOR-2ND FLOOR 6 6 Q m Z TOP OF PLATE v ) > > W01 > W01 J m ACA W cV Q Z s TOP OF SUBFLOOR- 1 ST FLOOR > GRADE w TOP OF FOOTING Lu Z 0) � -2'-2 3/5" to Q W w BOTTOM OF FOOTING O Lu }Z a3 A Z m < m PROPOSED EXTERIOR ELEVATION - NORTH PROPOSED EXTERIOR ELEVATION - Y4EST SGALE 1/4" = 1' - 0" 0 1 2 3 4 5 1 1 1 1 10 SGALE 1/4" = 1' - 0" 0 1 2 3 4 5 1 1 1 1 10 1117— Lu D J O � tS) Cl 06 ua O ua z Z O 1 1 A z z z O O K HIGHEST RIDGE DOOR SGHEDULE WINDOW SGHEDULE F F 3D EXTERIOR ELEVATION NUMBER QTY FLOOR SIZE DESGRIPTION 3D EXTERIOR ELEVATION NUMBER QTY FLOOR SIZE EGRESS DESGRIPTION } } Lu Lu TOP OF PLATE Lu w 17'-1 1/2" N o Lu Lu Lu W03 W03 D01 1 1 90b0 EXT. BI-FOLD GLASS WALL W01 2 1 503OLS LEFT SLIDING v O O Lu Lu O X X O TOP OF SUBFLOOR- UPPER LEVEL Lu w Q TOP OF 2 P.T. 2X12 PLATES TOP OF FOUNDATION D02 1 1 2565 L EX EXT. HINGED-PANEL W02 1 2 26405G YES SINGLE CASEMENT-HL Z D01 O TOP OF SUBFLOOR- MAIN LEVEL Q GRADE = D03 1 2 2665 L IN HINGED-PANEL W03 2 2 25465H SINGLE HUNG TOP OF FOOTING -2'-2 3/5" ` � V W BOTTOM OF FOOTINGE:l W W -2'-10 3/5" } > O PROPOSED EXTERIOR ELEVATION - SOUTH Z 5GALE 1/4" = 1' - 0" 0 1 2 3 4 5 1 1 1 1 10 W04 1 2 5030L5 LEFT SLIDING DATE: 1/30/2025 SHEET: W05 1 2 3010AW SINGLE AWNING A2 SIZE ARCHITECTURAL D MEMBRANE ROOFING P } o< �V w zLL wan_dwd0 �OUtOtn02 R'I- LL N F Z d Z Z�Ul Z Ul Q K 11RD OVJzww�°oO ��=wig N W ~W U LL O J F J J mrcg� �LLrcamozw m w H O O w=LL= 61J V O?O U aW'LL z v H O m zQ U A34 @ 24" O.C. MAX w Jm��OwO�= nW 1/2" 64N.B. 1 P1N 1/2" G.W.B. 1/4 12 1/2" PLWD PER STRUCT. ENGR. 20H 2X4 FRAMING W/ INSUL. W.R.B. Z 2" ROGKWOOL INSUL. O HORZ. Z GIRT DL W05 MIN 1/b" GAP BTWN EXT FIN &WATER RESISTIVE BARRIER iY 12 - - - - - - - - - - - - - - - - - - - - - - - - - - � I I CORRUGATED METAL SIDING WINDOW Lu Jtv Woo b I I I I CDw BATHROOM I r- - - - - - - - - - - - - - - - - - - - - - - - - BEDROOM I I I I I I O m On Lu STORAGE I a I I ° I i I J]J�ASPHALT SHINGLES w a. SOUTH ROOF SUB FASCIA NO SHEATHING JOINTS WITH IN TH15 AREA 1/2" G.W.B. I EXST. RAFTERS SOUTH ROOF BLKNG BLKNG I 1/2" PLWD PER STRUGT. ENGR. 16d @ b" O.G. MAX EX5T. 1/2" LATH I I I EXST. 2X4 FRAMING 1PW p EXST. CEILING ° I I JI 12FD J015T& FIN15H z W01 W01 Z NORTH ROOF RIDGE i a2L ® D02 I I I I I I FLR. J015T PER 5TRUCT. ENGR. J WORKSHOP I ° °° 1PW I IVf- - - - - - - - - - - - - - - - - - - - - - - - J I I I m REMOVE EXST. LATH & PLASTER W N a I I Qz co 5/5" TYPE X G.W.B. w -- — — — — — — 1/2" PLWD PER STRU T. EN R. LU — — — — — — — — — — — — — — — — — — — — — MING EXST. HOUSE EX5T.EX5T. 1/22"" LATH kD Q } H EXST. PLA5TER Ll1 ' BUILDING SECTION A-A � ° FOUNDATION PLAN ROOF FRAMING PLAN 1PW z SCALE 1/4" = 1' - 0" 0 1 2 3 4 5 1 1 1 1 10 o v m < m SCALE 1/4" = 1' - 0" 0 1 2 3 4 5 10 SCALE 1/4" = 1' - 0" 0 1 2 3 4 5 10 16d @ b" O.G. MAX NO SHEATHING JOINTS WITH IN THIS AREAw EXST. SUBFLOOR 5/b"A.B. @ 60' MAX 955 EXST FLR J015T O 4X4 BLOCK @ 24" O.G. O P.T. SILL PLATE MIN.1' 92FT � zz MI I M MIN. M n n . �L \b °6 IOz COMMON NALL CROSS SECT. DTL. SCALE 1/4" = 1' - 0" 0 1 2 3 4 5 O J LL Lzwz O } LU IL NEW WALL 2X4 WALL FRMNG Z (� �/ OVERFRAME EXST. ROOF z z iL BEDROOM d] LL LL 1/2" PLYWOOD i 1/2" G.W.B. ►u 1/4 : 12 b : 12 o SOUTH ROOF NORTH ROOF EXST. WALL 2X4 WALL FRAMING z Z w 1/2" PLYWOOD— O Q WORKSHOP Q CA5/b TYPE X G.W.B. >s D1 A5 lu iL W Lu EXST. HOUSE > O Q � � EXST. HOUSE Lu Z BUILDING SECTION B-B UPPER LEVEL FLOOR FRAMING PLAN ROOF PLAN COMMON YMALL CONST. DATE: SCALE 1/4" = 1' - 0" 0 1 2 3 4 5 10 SCALE 1/4" = 1' - 0" SCALE 1/4" = 1' - 0" � SCALE 1/4" = 1' - 0" 0 1 2 3 4 5 10 0 1 24 35 0 1 2 3 1/30/2025 SHEET: A3 SHEET SIZE ARCHITECTURAL D Use of Chart:Select exterior sill height above grade(column 1);then select interior sill height(column 2); follow the line across to determine additional code requirements. o \ W ode �V w z LL W a na d w d 0 \ Exterior sill Interior sill height May use as Safety glass Hardware ° w >° o N W w \ height above above floor(X) egress req'd 1 2 or restraint W N?z d Z O z N N Z N d K . DJ=,now OFpN J�Nww \ grade (Yes,No) R308.4 R613.234 N�QZFo������F�o� <72" X>44" No No No W�ON>�oo>w�w�LL=� \\ 18"<X<44" Yes No No ADD 3/5"BEAD OF MFG.APPROVED SEALANT X< 18",and top ROOFING MATERIAL ADD BEAD OF BEHIND NAILING FLANGE,AT HEAD AND SIDES edgge of window o Q F w ENHANCED WRB EXTERIOR >36"above Yes Yes No azJmadNf��z�a�Nz 5EALANTAGRO55 WINDOW WRAP floor and PLYWOOD SHEATHING SHEATHING \ 0 9 individual pane THE SILL AND UP 6" DETAIL TAP \ R38 CAVITY INSULATION o 2X12 RAFTERS ON BOTH JAMBS \ o \ >72" X>44" No No No 1/2"GYPSUM WALLBOARD ° o \ 24"<X<44" Yes No No \ \ MECHANICALLY FASTEN A5 NECE55ARY IN X<24" Yes No Yes O �ys„�� i v v v GORNER5 THROUGH WINDOW WRAP MEMBRANE X<18",and top Yes Yes Yes Operable window METAL GUTTER ON 1 X 8 FASCIA »»>»,r 4;, >36 ATTACHED TO 2 X 6 SUB-FASCIA gg W WINDOW WRAP A V � window p clear window � ��� � above Lowest pint of floor,and HORZ.ALUMINUM Z GIRTS @ 24"O.G. DETAIL TAPE individual pane opening W v O LLOW MIN.1" ADHESION 24 minimum =7q7OF SILL FLASHING TO 4 1 EXTERIOR SHEATHING A WINDOW WRAP MEMBRANE W / Sec.R310.1.1 Minimum opening area:All emergency escape and rescue openings < 24 guard required Q shall have a minimum net clear opening of 5.7 square feet(0.530 m2). Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet(0.465 WINDOW WRAP \ I m2)R310.1.2 Minimum opening height.The minimum net clear opening height shall Z be 24 inches(610 mm).R310.1.3 Minimum opening width.The minimum net clear Finished floor 0 MEMBRANE \ II \ II opening width shall be 20 inches(508 mm). R310.1.4 Operational constraints. EXTERIOR FINISH(GORTEN CORRUGATED SIDING) I \ I 3 Emergency escape and rescue openings shall be operational from the inside of the W R10 MINERAL FIBER CONTINUOUS INSULATION .` \ I I room without the use of keys,tools or special knowledge. W (ROCKWOOL OR SIMILAR) \ 2 HORZ.GIRTS WITH 1/2"MINIMUM AIR SPACE \ Sec.R310.4 Bars,grilles,covers and screens.Bars,grilles,covers,screens or similar devices are permitted to be placed over emergency escape and rescue ENHANCED WRB openings,bulkhead enclosures,or window wells that serve such openings,provided the Operable window 1/2"PLYWD SHEATHING minimum net clear opening size complies with Sections R310.1.1 to R310.1.3,and such 1. RELEASE PAPER ON LOWER HALF OF SILL FLASHING, FOR FUTURE TIE-IN 3 devices shall be releasable or removable from the inside without the use of a key,tool, > 72" NO guard required W R13 CAVITY INSULATION NAILING FLANGE \ \ I special knowledge or force greater than that which is required for normal operation of g q 2X4 FRAMING TO THE WEATHER RE515TIVE BARRIER \ \ the escape and rescue opening. Q 1/2" 61NB 2.CHECK LOCAL BUILDING CODES FOR WEATHER RESISTIVE BARRIER \ I \ I 3 REQUIREMENTS AND INSTALL WINDOW WRAP TO FORM WATER-5HEDDIN6 \ Sec.R312.2,Exceptions: 1.Windows whose openings will not allow a 4-inch-diameter \ I I (102mm)sphere to pass through the opening when the opening is in its largest opened LAPS \ position.2.Openings that are provided with window guards that comply with ASTM F No required 3. IF APPLICABLE,LEAVE BEAD OF SEALANT ACRO55 SILL,AND UP JAMBS 6", \ 2006 or F 2090. Z CAN BE REPLACED WITH LOW PRESSURE,MINIMAL EXPANSION FOAM, IF 4 LU minimum height See IRC312.2.2 and IBC Sec 1406.13. < 72" REQUIRED BY WINDOW MANUFACTURERS INSTRUCTIONS. DO NOT FLASH OVER Finished floor 4.SEALANT USED SHALL BE COMPATIBLE WITH WINDOW WRAP BOTTOM NAILING FLANGE ASTM F 2006:Standard Safety Specification for Window Fall MEMBRANES. Prevention Devices for Non-Emergency Escape(Egress)and FLOOR FINISH \ Rescue(Ingress)Windows. 3/4"T&G SUBFLOOR PER STRUGT. ENGR. WINDOW WRAP MEMBRANE ASTM F 2090:Specification for Window Fall Prevention Devices Grade � FLOOR JOISTS PER STRUGT. ENGR. with Emergency Escape(Egress)Release Mechanisms. O NOT TO SCALE m 2XBELLYBANDW/FLASHING NINDON 1 RAF DETAILS SCALE: NONE Z kNINDON & GLASS DOOR GUARD5 5GALE: NONE 3 Q Z RIM JOIST PER STRUGT. ENGR. < P.T. PER STRUGT. ENGR. Stair runs with 4 or more W ANCHOR BOLT PER STRUGT. ENGR. risers require a handrail. W W Z See Tip Sheet 2 for Q requirements for on the LandingRun 10" min. I more information z W < V handrails. 36" min. to nearest < jL/ 0) obstruction open risers, a sp r O � At hee v Open stair handrail Open guard Solid guard 4" in diameter cannot � < See page 2 for pass through (except for Dn v m < m a acceptable handrail stairs with a total rise of � EXTERIOR FINISH(G shapes at guards. 3 " orless). ORTEN CORRUGATED SIDING) A/ HORZ.GIRTS W/112"MIN.AIR SPACE l� ENHANCED WRB C ) R24 INSULATED CONCRETE FORMWORK c o ° b"GONG.WALL REINFORCE PER STUGT. ENGR -° 0 1/2„GWB 5� :✓ � Protect enclosed N E c� accessible space under The top of guards for �L - - r stairs with 1/2" gypsum o stairways,exclusive of U I' gyp (� a their landings, must °av� M board. LL have a minimum height Q of 34"measured n/ vertically from the `o"2 nosing of the tread. B 1 M=r NOTES: FLOOR FINISH / B K D 4"GONG. SLAB REINFORCED PER STRUGT. ENGR. _ _____ _ __ 1. These regulations apply to stairways for one- and two-family dwellings and townhouses subject tV b MIL POLYETHYLENE VAPOR BARRIER / �� to the International Residential Code (IRC). / HYDRONIG PIPE CIRCUIT A Minimum required Fl R10 FOAM UNDERSLAB INSUL. \ �, stairway width is 36". I 2. For exceptions related to the construction of circular, spiral, or winding stairways, see OQ O R311.7.5.2.1 & R311.7.10. OPEN RAILING TYPES L _____------ 3. The largest rise or run within any flight of stairs is not to exceed the smallest by more than 3/8". Z 0 z HED GRADE A: A sphere 6"in diameter cannot t6 m 4. A landing extending the width of the stair and measuring a minimum of 36" in the direction of — Q pass through a)o 'i travel is required at the top and bottom of every stairway. R311.7.6 B: A sphere 4"in diameter cannot L 6 5. A floor landing is not required at the top of an interior flight of stairs, provided a door does not _ Ills) � TIGHT-LINE DOWNSPOUT DRAIN pass through 2 _ _m Overhead obstruction - Q III swing over the stairs. 0) Z Grade or floor level C: A sphere 4-3/8"in diameter m GEO TEXTILE FILTER FABRIC o cannot pass through = � 0 6. Handrails are required for stairways with four or more risers. See Tip Sheet 2 for additional TO WRAP ENTIRE STONE BED (D mo V J information regarding handrails. R311.7.8 g g 111 ' 4°DIA.SGHED.30 PVC PIPE W/ 7. Interior and exterior stairs must be illuminated with an artificial lig g ht source at each landing or l� tSl HOLE5 FACING DOWNWARD) over each stairwaysection per R303.6. Light activation must be accessible at the to and The minimum headroom _ „ No more than 12 m f h landing wi htraversinggn . Exterior stairways m controlled from J 0,6 of a stair Is 6 8 . bottom o each without any stepssta ays ust be co toedQ without a landing (Measured vertically 5 inside the dwelling unit unless continuously illuminated or automatically controlled. R311.7.9 from the sloped plane adjoining the tread 0 _J nosing) Z < TYP.P. ROOF, NALL, FLIP. & FND . SECT. SCALE: NONE 1 TYP. GUARD ELEVATION SCALE: NONE 4 TYP. STAIR ELEVATION 50ALE: NONE 5 TYP. STAIR SECTION SCALE: NONE 6 � — L j Q The handrail may project a maximum of 4-1/2" into required stair width. The grippable 1-1/2" minimum perimeter dimension is 4" minimum and 6-1/4" maximum. Z Circular handrails not less WISH (GORTEN GORRUGATED SIDING ) than 1-1/4" or more than 2" Q) Handrails are continuous for in diameter. GORRUGATED MTL.5I0IN6 X : INSULATION (ROGKYNOOL OR SIMILAR) the full length of the flight. b" IGF a 51b"TYPE X G.W.B. Handrails may be interrupted r The non-circular 1/2" G.W.B. 1/2" PLWD Z. GIRT5 WITH 1/2" MINIMUM AIR SPACE by a newel post at a turn. Wal Q a 1/2" LATH ENHANCED YNRB 2X4 FRAMING 1/2" PLYYVD SHEATHING GONG. ANCHOR PER ENGR. 1/2" LATH PLASTER R13 CAVITY INSULATION Handrail ends returned P.T. STUD PER STRUGT. ENGR. 2X4 FRAMING to the wall or terminated V W ch in 00 newel posts or safety — : ,., 1/2" GYV B � terminals. �/ w M CQ � pC i 1-1/4" minimum -2-3/4" Q O maximum m / Sand smooth, no sharp corners The height of the handrail is measured vertically from the 1-3/4" 3/4" DATE: sloped plane adjoining the tread nosing. 5/16" minimum 1/30/2025 1-1/2" minimum SHEET: A4 HEET SIZE IGF / FRAMED NALL CONNECTION 5GALE: 11/2" = 1'- 0" 01 NALL CORNER CONNECTION SCALE: NONE 02 TYP. HANDRAIL ELEVATION SGALE: NONE q TYP. HANDRAIL PROFILES SCALE: NONE 10 [ARCHITECTURAL 1 Structural Callouts C)— Copyright ConstructionCa1c, Inc (M) 82 L Ledger, Floor Diaphragm Detail Beams General: All construction shall be per current building code and Standard Structural Specifications herein. Le dge r: Use min., 2x, or 1.5"wide LS L or LVL ledger, at least as tall as new joists. Arch, Default sawn material is Doug Fir No 2 or better. Ledger Connection: Connect to stud or solid framing with SDS or LedgerLOK with length A3 Default glulam (gl), LVL, PSL materials - see Standard Structural Specs herein. Default LSL is 1.5E, - — — — — — - - = — — — — — — = — —• — 0 PA Per Architect or Designer necessary for 1.5"min. penetration into supporting framing, at the following spacing. May be applied 2,300 psi, min Fb. Structural Item: This item and related connectors shall be per architect or designer. directly to framing or to sheathing over framing. Default wall connection: 3" bearing in pocket or on plate with min., 2 studs below. 6 ICF Insulated Concrete Form Joists parallel, use I gt 24"max spacing and within 3"of splices and ends. IFC: 6"min. width concrete, flat forms (non-waffle pattern). Nudura or similar. Floor Diaphragm Connection: Connect floor diaphragm to ledger with edge spacing per 1217D. Default end post connection: LCE, ACE, EPCZ, ECCQ, or similar. Foundation 1/4" = 1' '�o I All new slabs are 95S. - Center wall on footing. 92 FT Footing, Thickened Slab Detail Default corner post connection with mitered beams over: LCE4, LCE4Z, or RTC44. "/", ' 1 Footing: Use a monolithically poured thickened slab, min., 12"wide at bottom, min., 12"tall. Height Arch, Default mid-post connection: LPCZ, PCZ, CCQ, or similar. TirriKGarrisoncorn Vertical Rebar: Min., #4 g 18"OC, max, centered in wall. Lap splice with stub bars (see below). may include slab and maybe up to 24"tall as necessary. A3 Horizontal Rebar: Min., #4 (a) 18"OC, max, centered in wall. Longitudinal Rebar: XPS oa2tool) Callout Min., use Alt I min., use Alt 2 min., use Connector(ifblank Notes- Horizontal rebar to be continuous around comers and through intersections such that all walls are Underslab Insulation: May use or EPS rigid foam with min., 25 psi compressive strength use default, above) Tim K. Garrison, P.E. connected via horizontal rebar. under thickened slab footing. If used, provide and install per insulation manufacturer's Is Sy 2316 Antone Way 30B 4x8 Anacortes, WA 98221 Bond Beam, Top of Wall: Min., #5 continuous. recommendations. 35B 5.5xl 0.5 g I GLB5A at ICF. Use CS 16 x 30" 360-708-1865 Corners, Intersections, Jambs, Sills, and Beam Beating Locations, Typ: Min., 1, #5, Slab Reinforcement: Extend slab reinforcement through this footing. timg@timkgarrison.com vertical, full height. 95 S Slab on Grade centered on top of beam to tie Lintels: See Plan and lintel callouts. Subgrade: Use structural fill or native material, compacted to 95%relative compaction. It is strongly 36B 5.5xl 2 g I discontinuous top plates together Top Of Wall Connection. Detail recommended that all structural fill be checked by a geotechnical consultant. -7: GA 37B 2x1 2 4x6 Z de top 9"of top ICF form per Detail D6 2'.F 1") No Slab Connection to Concrete Wall: Do not connect slab to concrete wall with dowels or other Joists and Ra C61" WAS Mud Sill: Use min., 3x or double 2x, PT mud sill connected with 5/8"anchor bolts or Titen HD with structural tie. .I - 4"min embedment. Max spacing=48"and within 6"of ends and splices. Okay to countersink Underslab Insulation: May use XPS or EPS rigid foam with min., 25 psi compressive strength Default rafter or deck joist to beam connection is con or skip blocking and H2.5A, or H1, or A34 L __j washer and nut I"rnax. under slab. If used, provide and install per insulation manufacturer's recommendations. with screws. - Clip: Connect each floor joist or block (see below)to mud sin with LS50 and screws. Slab Thickness: Use 4"min. May thicken at edges and use additional continuous rebar in thickend Framed roof overhangs, eaves, outriggers, etc. use IRC-compliant construction. - Blocking: Where floor joists are parallel to wall, use M height blocking at 24"max spacing, over portiom though not required. Default sawn material is Doug Fir No 2 or better. Exposed to weather shall be Pressure Treated (PT) 2/3/23 one joist bay, minimum. Nail floor diaphragm to this blocking per 1217D. Reinforcement: Use any of the following: Beam Connection to Wall. No reinforcement. In this case Owner takes responsibility for future cracking. Default sawn face mount hanger is U, LU, LUS, or if sloped rafter use LRUZ. UPM WW 24, • See beam callouts. Min., #3 rebar at 24"OC, each way, centered in slab. Default sawn top flange hanger is JBA, LB, BA, or B (welded app, use LB, BA, or B) Footing Width: Min., 18" Welded wire fabric, min., W2.9, 6"x6"(6 Ga.), centered in slab. Splices overlap 8"min. TKG Job No.: t22089 Footing Height: Min., 8" Fibermesh per manufacturer's pe ommendation. Callout Min., use Alt I min., use Alt 2 min., use Connector(if blank Notes Footing Continuous Re bar: 2, #4, 3"from bottom. Helix micro rebar, min., 5 lbs. r cubic yard. use default, above) Date: 2/3/23 Footing Transverse Rebar: (not required) Control Joints: Maximum recommended spacing= 8' OC, each way. This is a non-structural item 59R 2x6 @ 24" or 16" Lower Level Walls and Upper Floor Framing 1/4" 1' Rev: Stub Bar: Same size and spacing as wall vertical bar. Use 90-degree, 6"bend at bottorri, tie to and may be changed or ornitted by Owner or architectural designer. -All floor sheathing is 12 F D,typ, footing transverse bar. Min. lap splice length with wall vertical bar= 24". Vapor Barrier: Suggest a n-iiii., 6 mil., plastic vapor barrier under interior slabs. This is a non- 60R 2x1 2 @ 24" 11.8 TJ 1110 @ -Stair framing:OPA and code. Rev: Drainage: Use MiraDRAIN 2000, clean drain rock, or similar to 3 perf pipe. Route downgradient structural item and may be changed or omitted by Owner or architectural designer. 2411 away from wall and house to stable receiving drainageway. 61J 2x8 @ 24" or 16" Client: Jed Brich Waterproofing: Per ICF manufacturer recommendation. 62J 2x4 @ 24" or 16" 11 RD Roof Diaphrai!m _7 -.::. .......- .......... . Architectural Design: Stuart Posts ......... 77 Currie Default material is Doug Fir No 2 or better. Framing: Trusses or rafters at 24"OC, max. ........ Fratnm verhangs: Per code and truss or I-joist manufacturer's recommendations. Default bottom connection on plate: 2, A34 with TECO or screws, or4, 16d face nails. g Connection at Support: - Where connected to shear wall, connect per shear wall callout- top of wall. Default bottom connection on beam: 2, A34 with TECO or screws, or PCZ. - Where trusses or rafters connect to beam , use H2.5A, or LS30 with screws, or similar, typ. Default bottom connection on concrete: PB, or AB, or ABU, or ABW, or CBSQ Sheathing: 7/16"min, OSB or CDX plywood. Staggerjoints per 113C, Case 1. I L) Co nnector(if blank Nailing: Use 8d at 6"edges, 12"field. Callout Min., use Alt I min., use Aft 2 min., use Notes I , use default, above) Sri At ledger, connect per ledger callout, but never less than 8d screw or ring shank at 4"OC. < Blocking: Not required except between trusses or rafters at their supports. 70P 2- 2x4 4x4 12 FD Floor Diaphragm 71 P 3- 2x4 2- 2x6 4x6 C(1? i General: May use either Alt I or Alt 2 or a combination, per Arch and as follows: 72P 3- 2x6 6x6 4-2x4 Alt I -Plywood or OSB Sheathing Sheathing: With joists at 24"or 19.2"OC, use min., 24 oc rated, APA Sturd-I-Floor; either 3/4" f 860 \4 species group 1, or 7/8"species group 4. Maybe OSB or plywood. Sheathing: With joists at 16"OC, use min., 16 oc rated, APA Sturd-1-Floor, min., 19/32"thick. May be OSB or plywood. Good for 245 psf TL C& L/360 dell. Sheathing Layout: Case I per IBC 2306.2.1(1) --- --- ct Orient sheets continuous over two or more spans, with the long dimension across supports. Typ. shear wall TOP connection- Nailing: Glue, and connect with 8d ring shank nails or screws, at 6"edges, 12"field. Typ. shear wall TOP framing perpendicular, NTS 4 connection-framing parallel izAfTa Blocking: not required except at supports (beams) and connections to shear walls below. A < or rim or con't blocking, NTS OALT (`3 16) to 2, Alt 2 -T&G Decking CTP 4- A`5 Decking: With joists at 24"spacing or less, use min., I x t&g decking. Acr., J V.4 F,r a�2, 4, D e eking Attachment:nt: Use decking screws or ring shank nails, length to ensure 1.7 5 min., 514§4r��66Ir embedment into framing below. FT&L Use min., I fastener per deck board per framing member. Ensure all t&g joints are snug and tight. k Blockin2: not required except at support beams. I Upper Level Walls and Roof Framing 1/4" 1' H Roof diaphragm is 11RD,typ. 20 H Header Header: use min:2- 2x6; or 4x6. Interior bearing walls are indicated with diagonal hatching. (740L ?PAC�&�6j v.,AL(� AL, ell, Lirxari6t o Trimmer: (a.k.a., Jack Stud) use min., I- 2x, each end. - Exterior pony walls at roof pop-ups are 1PW,typ. e, ?f-rL PL King stud: Use min., I- 2x, each end, full height bottom plate to top plate. -Ledgers at lower roof to upper shear wall are 80L,typ. 20 L ICF Lintel General: Top and bottom rebar indicated below to extend 18"min., past opening. Where wall ....... beyond is less than 18"wide, extend as far as possible then bend around comer(where applicable) ct or 90-de or down.grees up Min. Lintel Height: Min. lintel concrete height= 10.5 Structural Shear Wall Callouts Copyright ConstructionCa1c, Inc (M) . .......... + BottomRebar: Min.,I, #5 centered in wat 2.75"concrete cover to bottom lintel. Typical Shear Wall Callout Symbol To Rebar None other than bond beam rebar. I PW This symbol indicates a dedicated shear wall or panel, the type per callout below. p Stirrups: None required. Walls without this symboL or labled 'NS" are not dedicated shear walls - use code-standard construction. 3.4 21 L ICF Lintel Min. length of shear paneL ft. General: Same as 20L with the following exceptions: If"W", construct entire Wall per this callout, with minimum individual panel lengths indicated on plan. Bottom Rebar: 2, #5. Stirrups or Hoops: Use "S"shape hooked around top and bottom rebar, #4 starting at 2"from each Cone. is p Top of anchor g mb and at 4"OC across lintel.80 L Ledr-Roof Diaphragm Ca a- Stud Nail Edge Sill Block- wall to Top of max wind/ Sheath- or height, spac'g, stud (see spac1g Top plate studs unsup- framing perpen- Bottom Mud sill w/4" city, Nails Stud Stud Nominal mat'l Field Top plate & ing at parallel wall to spc'g, Ledger Screws: If connecting to rim or header or other continuous wood, use SDS at ends, splices, and max 12"spacing. If connecting to studs, use 2, SDS per stud. .......... Call- seis, ing, Sides of screws, max., max., size, std st'l Stud Plate, splice, w/edge ported or rim or dicular plate to anchor to min Ledger Connection to Wall: out Eh, plf min. wall size ft. in. min. specs) spac'g, in. min. min. nail'g edges rim blk'g. framing. framing. concrete embed Rafters Perpendicular: Use 2x or LVL ledger, min height to match rafters. Apply ledger over wall 2 Detail Detail Detail sheathing. Use hangers to hang rafters on ledger. Structural Plans Roof Diaphragm:Connect roof diaphragm to ledger or blocking with 8d ring shank or screws at 3" D1 D2 Arch, A3 & D6 OC. 81 L Ledger-ICFVL 2x4 or Cont 7/16" 6/6g24 Ledger: Use min., 2x1 2 ledger parallel to stair jacks, and horizontal at landing. One stair jack will be one, 14 24 larger Sawn sheathing Cont (see Z�.Zz 6/12g 16 OSB or Corft ww attached to this. Landing Joists will attach to this with standard hanger. either per Arch w lap sheathing +blkg, or sheathing (see callout �Aj plywo u)ALL, Ledger Connecion: Connect to ICF wall with Simpson ICFVL system. 168/ side, H2.5, or or 16d callout 6 ICF IPW ludo 8d 16 16 2x6 Sawn 6/12G&16 2- 2x 10- 2x NA or A34 or Max spacing of ICFVL=24"OC. 120 apply SDWC- g 6"or 6 ICF and and Orient 16d LTP4 at Stair Jack Connection: Connect stair jack to ledger with 2 screws at 16"max spacing. either directly Sawn 24"rrux. 15600, 4.5"SDS Arch A3) Arch to studs 19 12 2x6 6/12g 12 g 24" g 12". A3) din. or LVL max of 2 Compaction: Place all fill materials in lifts not exceeding 8-inches. Compact us' mechanical(yibrator� or Glue, Epo . Where specified,wood to-wood glue shall.be commercial grade W'Ith Mui=ium sheax strength EXPANDED POLYSTYRENE 1qCF11 CONCRETE WALL SYSTEXIS: Standard Structural Specificationsg — Copyright, Tim K Garrison, P.E. Ing-111 impact) methods. In paved areas and under structures,use structural backfill compacted to 95%relative of 450,psi at 28 days. Use Liquid Nails L.N-940 of similar. For wood to steel, use Liquid Nails JV=*It or General. These systems generally consist of hollow unit exparided polystyrene(EP�S) 'bl�ocks%v,,hich are Compaction- In non-pa,,71ed or non-5boting areas use structural backfill or natiVe backfill nunjus rocks, lumps, similar with min.,400 psi shear strength,at 2 8 days. Prep and apply per manufacturer�'s recommendations. fitted with rebar and then filled with concrete to form a stay-111-place formed wall. Siding,di-ywall, and ABBRENT4LTIONS: and organic matter,compacted to 92%relative compaction- Epoxy used with wood dowels or drift,p111S shall be Su- npson ET-EP, or other brand intended for wood use- other claddings are tv ically screwed to g@jJp p ,g strips integrated within the EPS blocks. This specification is TimKGarrison.com A:-Area IBC:International Building Code REF:Reference,not achial 'When roots,,rocks, or other undesirable materials cause over-excav-ation, fill over-excavation and compact Wood and doivel shall be clean and dry prior to epoxy installation. not.intended to supersede or replace manufacturer's specifications,rather� manufacturer's f econimendations AC:Asphalt Co=Tete ICF�Insulated Coticrete Fonn REQ or ZXJ:Required per the aboxe- Window-and Door Opening and specifications are hereby incorporated into this specification by reference-The Contractor installing this BI-.By Inspection IEBC:�Interriational Existing Building Code ROTA 7:Right Qf W,ay system shall be trained and experienced ni the specific brand be,mig used. The Contractor shall strictly BFN�Y:Bearing usually-) IRC:International Residential Code Rt:Right Foundations,,Footings on Soil:All footings and foundations,to bear on undisturbed existing soil CT Header.Use,minimum size as called out on Plans.All headers shall be "installed with their tall dimension adhere to the manufacturer's reconunendations and specifications for the proi,"ision and construction of the Tim K. Garrison, P.E. E,-Elastic m,odulus or Electrical K:Kip�(1,000�bs.) S,:Section modulus structural fill-All organic and deleterious material beneath footings and foundations to be f emoved and 17ertical. If header is less than 3 inches wide(LL asingle 2x or single L'VL) use a flat 2x nailed to the, 2316 Antone Way ,()E)�Existing LVL:Lamm' ated V'enesT Lumber SC:See canolit products and accessories,-All connections,detalls and workmanship for EPS wallsshall be in accordance EOR�Engineer of Record LSL:LaminkedStrand Lumber SD,,Stonm Drain replaced with structural fill. Bottom of footings to be below locally prescribed frost zone,not less than 12 bottom of header in an"L,"configuration with 16d at 4�'max spacuilg. if no,header is specified,the wall is with the manufacturer's recomniendations. Anacortes, WA 98221 C-Cl:C==rb=CAk Inc. Lt Left Kt Str=hmd Insulated Panel assumed non-load bearing and watt top plate may serve as the header- -708-1865 CIP:cast in place concrete I�Tot,�Pplicabie SK Sl:etcb Slabs on Grade. Subgrade below slabs shall be similar to the above.A layer of free draining material and a Inspection- Inspections as required by the mmiufacturer shall be 'initiated and coordinated by the, Contractor- 360 -y-L7nit NB:Not Bearing Soi&Slab On,Grade timgG&timkgarrison.com CMU'.�Concrete Jimeom suitable vapor barrier(designed by others)are recommended for all inte'rior�slabs- Trimmers, aka Jack Studs. Use size�(or larger)per Structural Callouts- Concealed, flange hanger of similar CO:Canout Or Cleanout NIC:Not Included SPF:Spuce Pine Fir Concrete. Concrete shall be per the latest'version of the ACI code, these specifications, and the Coac�Concrete, oc:On Center spacing SS:Sanitary se-wer Footing Dr Footing drains, with i%ushed drain rock or TXfira,Drain or equrk;,alerit extending to,firli shed bearing length and capacity may besubstituted for trimmer- manufacturer�s specifications- Minimum compressive strength, 3,tOOO i. Contractor shall pay Qw�Continuous 00:Oriented Strand Bowd STAO:Shear Trzmfsr Arcimd Opening _g, ps DF:DoughL-Fir PCF:Pounds per cubic foot SP:SlPs shearwalt grade,shall be provided at the base of all foot' s arid retamimg walls which will have earth placed agau' ist Ing Eng,Studs-Unless othen%ise shown on Plans use the following- These must be fall-height,bottom plate to, particular attention to manufacturer's recommendations pertammig to: cement content, slump,vibration of FP:Fireplace PLF�Pounds per Lineal Foot TYP:TITual them. Footing drains shall be 47"perforated pipe routed dowi.�gradient to daylight, unless otherivise top plate, IE diaphragm to diaphragm- wet concrete, maximum height of pour, admixtures,,temporary bracing, and strength. G A GWI:G�Tsumshear wall Ply-Plywood U-D:Upside-Donm,hanger hpizaHy specified. V4 G�p:G�TEwn wall board RM:Parallel strand Lumber UITO:Unless fAheruc--as specified elsewhers * Openting less than 6:' wide-use mmi ., one king stud each end of header. 'Test Testing of concrete used for EPS systems shall be:performed in accordance with the GL or GLB:Glulam Beam PSF':PowiAa per Square Foot V or v:Shear j6��A Iew�,�Pw CORROSION RESISTANCE: manufacturer"s recommendations and specifications. EF:Hern Fir PSI..Pautida per Square Inch respectively * Opening 6.V Wide to 9' wide-use mmi .,two king studs each end of header- HYAC:Heating,Ventilaton,and-Air PT:Pressure Treated with preservative W-_Wafl,full lengffi Fasteners. Framing Hardwaxe. Use galvanized, epoxy coated, or stainless steel for all nails, screws,bolts, CAM:htlOrLing PW:Nvivood or OSB shear nall WIVF:Welded Wire fabric * Opening 9.V wide to 16�'wide, use ninii-,three,kinc, studs each end of header. Reinforcement- Reinforcement used 'in EPS,systems shall be per the latest version of the ACI code, these L Momentof Iner6a RC:�Ralati7ve Compaction lags,ivashers,nuts, frami.ig hardware, etc. for ALL exterior applications. specifications, calculations, and manufacturer's recommendations. Reinforcmig bars(rebar)shall be grade Structural Steel. Coating for structural steel shall be per that section herein. Discontinuous, Top Plate, AFon-ICF condftion_ Where wall top plates are cut, omitted, or othenvise 60 C ,fy=60, or better,,unless specifically called out differently on the Plans. 73 LOADS discontinuous at a header,the end of the header shall be connected to the remaining top plate beyond ivith a STANDARD CONCRETE: horizontal CS20 strap,with nuinimum 12"length on the header and 12"length on the top plate beyond. Milmurn Reinforcement. Thereshall be at least one 95 bar around all sides,of alldoor and ivmdoiv Follo"Wing axe the loads used for fliesubject design 1 2/3/23 1 analysis-. openings and at all comers, intersections and wall ends,. Such bars shall be anchored to develop full tension Standard Concrete. Concrete for footings, slabs, and walls shall attain a mmirmim.2A.4ay strength of ft Strap may be on top, inside, or outside.of w-Al_ via 30 diameter minimum embedment or other means. • Roof hyp_- 20 psf. o Exterior wall dead,fiamed: 10 p5f ' unless othenvise noted on Plans.-Minimum.cement content=5 sacks per cubic yard. 2NIaxUinum 2:500,psi I Anchor Bolts. §WM8 W3W 23 • Roof+ ceiling dead, includes 3 pd for o Exteriortvall dead. ICF: 83 water�cemerlt ratio shall be 0.45. All materials shall be in accordance withACI 318, latest.edition. -Mixing Footing Stub Bars. S�hall extend to the footilg's bottom layer of reinfbTcemenvaith a min 61", 90-degree future solar panels+ I layer of compor o Interior wall dead.- 7 pAf Shear ii:,allanchor bolts connect' mud sills,use 5/8"diameter x 81"mm' embedment at the spacing,sholvn and placing of all concrete to be Hil accordance with D3C and.ACI 3 04., latest edition. M-91 hook. Stub bars shall extend vertically through the top of footmig to create, a lap splice with each vertical metal roofing- 15 psf o Seisnuic Factors: Ss= 1-29, S I=0.3 7 in the Plans but ne'ver greater than 72"OC and within 12-of ends and comers, with 3"x 3"x 229- steel wall(running, corner, opening, end')reha.r-, TKG Job No.: t22089 • Roof snow- 25 p�f o Seismic Des Category: "D"' Admixtures- Industry recognized and approved admixtures affecting set time, flowability, and/'or washers, ivirench tight- Wet set anchor bolts shall have a hook or head on the embedded end. ............. waterproofing may be used provided the, strength and durability of the concrete is not adversely affected. -sec gust: I 10 mph. gQ19h be used -in lieu of wet set,-see specifications - Date: 2/3/23 • Floor live.-40 pg, ' 0 INTind Exposure 'B,',,3 ?,U=�rgd anchor bolts at the same spacing may in • Floor dead-- 15 p5f o Assumed allowable soil bearing pressure- Air Entraimnent. Provide 5�'�air entrami,ng 'in all concrete exposed to the earth or weather. previous section..An alternate to 4,vet-set anchor bolts and washers may be Suinpson NLASA or MASAP at • Stair's and exits,,resideritial, live-. 40,p,,§f 2.000 psf. Fly .High quality fly ash or other natural pozzolan may be used "in accordanc e inth.ASTNI C61 8 with a thesame spacing specified for wet set anchor bolts- Rev: corresponding reduction in cement content-Any such concrete shall obtain at least the strength and Von-shear wall anchor bolts'shall bespaced a max-mum of 72-inches and within 12-nilches of ends and colint -diameter x 87'mm' BASIS OF DESIGN-APPLICABLE CODES: durability characteristics as Standard Concrete listed above- rs and shall be fitted i-vith 2"steel plate washers. Use either 1/2" embetiment wet- Rev: set, or 1/2"JitM HD With 4"nun embedment- Code.The designs herein are prepared in accordance with the 2018 IBC. Construction shall conformwith CONCRETE,REINFORCING: Client: Jed Brich the most recent building code adopted by the approvuilgJurisdiction- ANon-shearivall anchorsmaybe 0A45" diameter powder-actuated pins with 1-mi,nconcrete embedment,at Strength: Standard Footings, Stem walls, Slabs,an Grade. Reinforcing bars (f ebar)for standard footings, 16" OC,unless othelivisesho-im.- Structural Strat This addition is designed to,be structurally independent of the existing,adjacent stem walls. and slabs on grade shall be grade 40(fy=40 kW or better,unless othef-Wise specified in the, Architectural Design: Stuart structure- See page C1., Structural Calculations- Plans. Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and/ or soil, and when Currie Calculations. The calculations Uilcluded herein are only those required to ensure compliance i,%ith code. We Strength: Retaining Walls and otherstructural Elements. Remiforcing bars,(rebar)for ICF walls, structural directly exposed to weather. Pressure treating chernicals shall be in M. or otherwase non-reactivewith metal do not intend to compute every structural element nor every load combination, Much of our analysis is "BF� beams,structural columns,1 and the like shall be grade 60(fy�=60 k�,O,unless othemlse specified in the connectors (mcluding nalls,bolts, framing connectors,etc-) or structural steel members. Inspection.) Plans. In certain cases non-pressure treated lumber may butt against concrete. In these cases use a layer of heavy, ............................... ............................... LINUTED SCOPE OF CONSULT.A_NT'S WORK Splicing,Bendin . All remiforcmig,shall be spliced, detailed,bent, and supported nii accordance with the asphaltic-treated construction paper between wood and concrete- most recent ACI code adopted by the Jurisdiction. Blocking/Bridgrin . P'roJ7 ide continuous blocking at all bearing locations.Prov ide fall depth bridging or Consultant. The consultant in responsible charge of the 1vork 'indicated herein ts'Tuin K. Garrison-,P.E., blocking at 8"OC max- in joist or rafters without continuous plywood diaphrag�m connection on the LQP- doing business asQpg,5=,JjWQ,&, Inc.,hereafter indicated asCCF' Welded Wire Fabric.Unless otherwise specified,welded wife fabric (Vyr�kT) shall be W21.9,6"x6"'(6 Ga.), Scope of Consultant's Work. 'The scope of work of CCI is limitett to structural analysis of a structurally ASTM A-185- Splice by lapping orie mesh+2" all sides,- Framed floors which support posts shall be solidly blocked 1vithin the floor cavity to positiv ely transfer post,column,or other concentrated loads through the floor to thesupports beneath. independent,addition to an existing single-family residence. Cover. Provide the following mini"mum.cover: CCI takes responsibility�only for items specifically addressed in our dizkvings and calculations. Constructed Nalls�. Nails called out herein are"common" sizes,Lg, 16d, 12d, I Gd, 8d. Smaller diameter, similar length Footings and other unformed surfaces, distance from the bar to earth face...3" nail gun nails may be substituted provided 50%more nails are used,- For ggp�Mpjp if 8, 16d are,called out, 61\ items not specifically addressed herein.shall be built per current building code- Formed surfaces in direct contactwithearth ......2" the number of similar length.13 1 diameter nail requi d is 8*1-5= 12-As another example if 16d t= gun nal ire I CCI has not analyzed any portion of the existing buildmig,includmg but not-limited to: foundations,beams, rfaces exposed to weather..... ...1-112 ilails are called out at 4" spaci1g,the spacing of similar length,narrower nal"I gun nallg shall be 4/1-5 =2-7". columns,walls, floors,floor framnig systems,roof framing system, connections, etc. Su Screws: Screws may be substituted for nails In all applications. Screw diameter shall be 49 or i�10,UN0_ CCI has not been retamed to perform, construction i ection. CCI takes no li"ability or responsibility for For slabson grade, center the reflil"forcenient 'in the slab unless otherwise spezified. IMP Screw length shall be sufficlent for inti-, 1.5-penetration into all members being connected. ensuring constructed items are builti accordance with th�ese structural analyses, and� or the building code. BOLTSAND DOWELS IN CURED CONCRETE: Simpson SDS I'Vood Screws. These are ',�max. diameter lag bolts�Any similar type or brand may be Further, CCI does notspecify Special Ing ection er the IBC,IRC, or other local or national building codes- p p General. This section shall apply to bolts and dowels "installed "in cured concrete us' xp Big Scre-t%s, or similar- Length shall be sufficient for Special Inspection requirements are the responsibility of the approving Jurisdiction and the Contractor., ing substituted mcluding SDWS, SD WH LgdggXLQ;J* techniques-2\1inimum.concrete embedment=4-miches unless othenVise specified- Minimum distance to,anv 1.5-min- penetration into all members being connected, UNO. Min distance from centerlie of SDS to ct SINGLE PROJECT: edge or end of concrete 3-from hole centerline unless,otherwise specified. wood memberen&`01,edge, or another SDS = 1.25'%UNO., 'The calculations, draikm' ,gs,notes, specifications, and�'or tables prepared by CCI are valid only for the Existing Reinforcing, It is important that no existing rebars are drilled or cut durmig&q� q operations. Lag Bolt . All lag boltsgreater in diameter than 1/4"shall have pilot holes pre-drilled- Size of pilot hole in project indicated herein. These documents,are not valid, are not applicable to, and shall not be used for any ion of existing reinforci bar s may be by non-destructiv e methods(pg��, ggX, i I Locat ing radar,orsirm, ar) threaded portion shall be '70%of the unthreaded shank diameter(or alternatively, 90%' of the root diameter other project at any other location- Washers. Use 3xXx.229washers on all wood mud sill anchor bolts. Such washers may be sloft, 4 VVith of the threaded portion),. Pilot hole diameter of unthreaded portion shall be the same diameter as the = unthreaded shank-Use min.,4*diameter for end, edge, and center-to-center distances,UNO�. COTAIPETENT CONSTRUCTION PERSONNEL/SAFETY plate washer under the nut as allowed by the IBC. At non-mud sill locations, smaller washers may be used- Only competent personnel familiar with construction and safety practices gerniane to the pr Ject shoval. Use,a steel plate or malleable lronvvasher under nuts and the heads-of all bolts that connect wood- Bolts,-Use washers on all bolts- Tighten all bolts to a very snug ivrench tight condition-Use standard I_A307 oJ bolts, UNO. For bolts in ivood, drill the same diameter hole as the bolt.- for bolts,in steel drill holes L,16" heremi should be employed to assemble and construct the work. Non-Epoxy System, s-Use Suinpson TIM HD whup shown U'i the Plans- These anchors may be used to lar e distances,between centerim' e,of bolt and resist tension loads—and shear loads. Inst.11L ---man I ufacturer's recommendaticyns- ger than the bolt diameter.Provide the folloiving nummum ek9l _�p in Contractor shall be responsible to comply with all 0SHA and, State Labor and Industries Standards,. all edges of bolted wood, and between centerli e of multiple bolts, Contractor assumes full responsibility as to construction methods used, safety proll"Isions employed, and the Epoxy Systems.For bolts,use Sinpson epoxy-tie bolt system with ET-HP or SET high strength epoxy, lameter bolts . in 511inch d -----------__... 2-5 ' ches finished as-built condition of the structure and related systems,. with zinc plated,A307 'all-thread' bolts as shown Hil the sketches. For dow�els,use ET-HP or SET high strength epoxy and rebar as specified oil the Plans and Callouts.Drilling of holes and installation shall be in Lliwl diameter bolts ------------------- 3 'inches HAZARDOUS MATERIALS: Construction may expose workers mid other people on or near the Jobsite to asbestos,lead, silica, strict accordance with epoxy manufacturefs recommendation. Mir=um,distance behveen centerline of bolt and any edge of steel plate (angles,gussets, flanges,webs, hydrocarbons, and'or other hazardous materials- CCI is not an expert in these matters and hereby disclains CONVENTIONAL WOOD FKAAHNG: etc-)shall be 1.251"� all liabi it- nj I e b e PRE-FABRICATED FRAMING CONNECTORS: I il y,for 1 "ury or death from said exposure. CCI reconimends that a hazardous materiats; xpert General Construction7 Predrill all nail,screw, and lag holes,where required to avoid splitting- Connect all consulted prior to all construction prej.ects- wood members per the Plans and applicable buildilig code- Where Structural Plans do,not specifically Manufacturer: Simpson brand is§p= liowe%,er aily other nationally recognized brand may be used MATERIALS AND METHODS: address a structural element, construct said element per 1111int-murn building code. provided that they are equivalent -in their ability to carry all apphed loads in all orientations. P i Framing Maier lal-All sawn fi-arning himber, not-including beams,posts, and columns, shall be Splixe Pine ct rovide and install all materials in accordancek%ith manufacturer's requirements and recommendations..It,is Installation.- The Contractor shall mistall all prefabricated items in strict accordance with the manufacturer's the contractor7 s responsibility to ensure all field personnel understand and acffiere to th.is_ Fir,Hem Fir,or Douglas Fir-Larch, Number 2 or better, uriless othenvise shown-All saixm wood shall recommendations and requffilernents- If mistallation risks cracking of wood,predrill pilot holes, have moisture content less than 25%. TEINIPORARY SUPPORT AND BRACING: Studs- Studs in exterior walls shall be a,single member(not spliced nor discontinuous) from horizontal PREFABRICATED WOOD PRODUCTS: General. Provide adequate temporany support to,all walls,roofs, beams, columns, and floors during diaphragm to,horizontal diaphragm,( fi 1 flor ho 'zontal.diap.lit-agms axe roofs and floors that connect to exte Engineered Wood,—General. These products must be prov ided, stored, and installed in accordance With 4_4 construction- Design of same is not included heren' L Contractor or owner should check all temporary- walls.)Use balloon framing at stainvells, openings in floor diaphragms, �etc. Stud size,material, and manufacturer's recommendations. Failure to do this may vold the i,%=, anty and diminish load carrying supporting device-,ivith a qualified person. Contractor shall be responsible for the adequacy of all maximum length bertween diaphragms is shonm in shear wall table. capacity.Any nationally-reco'gruized brand that meets the,below Specifications is acceptable. temporary and/or permanent support systems. Beams and Posts. All sawn structural beam,headers,and posts,shall be Doug Fir Larch No 2 or better, PSL (Parallel Strand Lumber) and lv'ersa-Lam. Use mimmum 2.0E,2�900 psi minimum allowable bending FOOTINGS,FOUNDATIONS, SLABS ON GRADE: except,�Vhere exposed to weather and specified as,P�T(Pressure Treated)may be Hem Fir No. 2 or better. stress. Geotechnical Report: �CCI is not aware of a geotechnical report for this project- CCI strongly reconu nends QWlMg,PSLs,L%'Ls,etc- shall be per Prefabricated Wood Products section below- L%,L (Lamilated Veneer Lumb -Use minimuni 1.9E,2,600,psi minimum allowable bending stress- that a geotechnical report be performed by a qualified geotechnical engineer fcT all�construction projects. Shear Walls- Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall LSL(Lammated, Strand LumbeE)_ Members indicated as L5E shall have min-, 1.5E modulus of elasticity Soils i analysis and geotechnical engieermig are not a specialty of CCI. CCI depends on others for the Table herein using materials designated for lateral load resistance by nationally-approved manufacturers- and 2,300 psi allowable bending stress. Members Uildicated as 13E shall have min., 13E,modulus of provision of soils data,which includes but is not limited to-. al-lowable b�earing capacity, liquefaction All shear walls must be positively conliected at top and bottom to diapliragms- Walls not specifically called elasticity and 1,700 psi nun- allowable bending potential, slope stability,activ,e and passive lateral pressures, internal ffiction angle, and cohesion. h�i the out, or I stress- �gtlpd"NS" are not intended as shear walls and shall.be,built per minimuni code. absence of a geotechnical report CCI will make assumptions regarding soil parameters, hoWel7er,CCI takes Glue-Laminated Timbers..Unless,othemise noted, all it Jularn beam shall be 24F-V4 DF�I)FQ1WM,for no responsibility or liability for future settlement, or damage or inj'ur�,due to earth movement or fail-Lire of Multiple Ply Xlembers. use as beams shall havecamber built in per manufacturer's recomm, endation.Use 'industrial appe,arance any kind. Trimmers, King Studs, Headers. Where more than.one 2x is placed against another and used,as a multiple grade,unlessv Isually exposed to interior living space use ar-clii.tectural appeaxance grade. All,gJW=§,shall Standard Structural Fill: -Structural Fill" shall be granular material confo i to,local or stat�e highway ply king stud,,triminer, or header, connect all plies with 1�6d at 41' OC, staggered. be manufactured by an AITC approved fabricator. Store and install in accordance with manufacturer's recommendations. specifications for miported road base or sub base-, or use sand or other clean granular material.-no larger Be.ains, Columns. Where more than one 2x, or LIVL,or LSL is placed against another and used as a multiple Structural than pea gravel.All structural fill must be compacted per the folio Wing section. ply beam or column,connect all plies with glue and 2,, 16�d at 4"spacing- or no glue and 2 screws at 12- max spacing. Specifications 2 of 2 o a O R' na d w d 0 Q,W O N O N = W N?Z d Z Z Z N Q K PAR EL NUMBER: P 1827 N N O J J Z W W O T J S V tL v LEGAL DESCRIPTION: (0.2500 ac) TAX 14J: THAT PORTION OF THE W'OwKHO W'>z W'N=LL=a' SOUTHWEST 1/4 OF THE 5OUTHEA5T 1/4 OF SECTION 24, TOWN5H1P 35 NORTH, RANGE 1 EA5T OF W.M., DESCRIBED A5 FOLLOlN5: BEGINNING =N Q o W o N W W N N 0�=N AT THE SOUTHWEST CORNER OF THE TRACT CONVEYED TO FRED J. j w=?a Z J D d Q N f F z R a N z TRAFTON BY DEED RECORDED IN VOLUME 140 OF DEED5, PAGE 1 qq, RECORDS OF 5KA61T COUNTY, WASHINOTON; THENCE SOUTH PARALLEL WITH THE WE5T LINE OF THE 5OUTHEA5T 1/4 OF 5AID 5ECTION 38.775 FEET, MORE OR LE55, TO THE NORTH LINE OF Z MCNAU&HT'5 FIR5T ADDITION TO ANACORTE5, RECORDED IN VOLUME 2 OF PLAT5, PAGE 52, RECORDS OF 5KA61T COUNTY, WA5HIN6TON; THENCE EAST ALONG THE NORTH LINE OF SAID ADDITION 265.2 FEET, MORE OR LE55, TO THE WE5T LINE OF AVENUE 'J' A5 CONVEYED TO m w THE CITY OF ANACORTE5 BY DEED RECORDED IN VOLUME 132 OF p � DEEDS, PAGE 244, RECORDS OF 5KA61T COUNTY, WASHINGTON; Z � THENCE NORTH ALONG THE WE5T LINE OF 5AID AVENUE '5 38.715 4 C° FEET, MORE OR LE55, TO THE SOUTH LINE OF 5AID TRAFTON TRACT; j Lu THENCE WE5T ALONG THE SOUTH LINE OF 5AID TRAFTON TRACT 265.2 Wu FEET, MORE OR LE55, TO THE POINT OF BEGINNING; EXCEPT THAT PORTION CONVEYED TO THE CITY OF ANACORTE5 FOR 5TREET PURP05E5 BY DEED RECORDED UNDER AUDITOR'S FILE NO. 514225, RECORDS OF 5KA61T COUNTY, WA5HINGTON. SURVEY AF#202212200030 p PARCEL NUMBER: P57872 LEGAL DESCRIPTION: FRACTIONAL I OT5 1 TO q, BLOCK 1, MCNAU6HT'S ADDITION TO ANACORTE5 ACCORDING TO THE PLAT Z RECORDED IN VOLUME 2 OF PLATS, PAGE 52, RECORDS OF 5KAGIT COUNTY, WA5HINGTON. TOGETHER WITH THE NORTH 1/2 OF VACATED J ALLEY ADJACENT PER ORDIANCE 1364. EXCEPT PORTION TO CITY PER AF#574225. SURVEY AF#202212200030 W m0 p N W O Q Z co � O � W _ 283' _ - - - - - - - - - - - - W W Z 0) NSq° 32' S1"E - - - - 0) Q } H _ _W 24" IAD w y yy24" VIA. W -�JP W YUP y� UP W W �p WIN P UP W UP 'n -CEDAR CEDAR1z <� 1Y � Z o 3" VIA. GE AR� z 2ND STORY SETBACK p l� m < m y C _W 36.5' 20' PARCEL NUMBER P31821 ILOT SIZE: 11,161.15 5Q FT o � r ADDITION 55 55 � 55 55 55 � 55 55 55 55 55 55 N 383.g7 SQ FT EXST. HOUSE \\\ 0 w -4 b20.35 5Q FT - � � EXST. DECK -i ►L► Qp N W 111.46 SQ FT m z \ . � � LLI d 150' 148' 14b' 144' i EXST. SHOP 1,26q.2q SQ FT �G> G G G G G N > EXST. GUEST HOUSE GRAVEL DRIVEWAY 102.2 SQ FT 2,181.14 SQ FT - - - - - I - - - - - - Sbq° 41' 58" oz UP PARCEL NUMBER P51812 cn cc� LOT SIZE: 3,151.31 SQ FT -1 J � - / m OG G G G 283,G G G G - - SSq° 41' S8"W N < SITE PLAN I SCALE 1" = 10' 0 5 10 20 Lu tSl Q � LOT GOVERAGE GALGULATIONS SITE PLAN LEGEND 51TE PLAN NOTES AVERAGE ORIGINAL GRADE ��Q_ 1. SEWER: WILL BE CONNECTED TO THE EXISTING STUB A5 z LOT AREA '3 PROPERTY LINE 5HOWN. AVG. ORG. I O Q 14,30 51DE ELEV. FT. LGTH. FT. ELEV' LOTH GRADE Q SETBACK LINE 2.WATER: WILL EXISTING METER BE CONNECTED TO THE EXISTIN METER A5 W d Q EXST. HOUSE Q A 14b.3 24.0 3,511.2 N N LOT COVERAGE CONTOUR LINE SHOWN. B 146.0 16.0 2,33b.0 Q Q r- b20.35 5Q FT � 3. POWER: WILL BE CONNECTED TO THE EXISTING METER AS PARCEL NUMBERS P31821 & P51812 EXST. RESIDENCE 820.4 SF O o O SHEET FLOW DIRECTION SHOWN. G 145.8 24.0 3,4gq.2 2108 AVENUE EXST. DECK PROP05ED ADDITION 385.3 5F D 146.2 16.0 2.33q.2 to to LOT SIZE: 13,415.3 5Q FT 111.46 5Q FT V LuEXST. RESIDENCE DECK 111.5 5F X X X - SILT FENCE 4. COMMUNICATION LINES: WILL BE CONNECTED TO THE Q Q _ EXST. GUEST HOUSE 102.2 5F _ y� y� _ WATER _ W LuEXISTING METER A5 5HOWN. 80.0 11,b85.b 146.1 Z to 5. STORM: ROOF GUTTER DOWNSPOUTS WILL BE B - - EXST. SHOP 1.26g.3 5F TOTAL 3,288.1 5F - 55 55 - SANITARY 5EWER CONNECTED TO EXISTING TIGHT LINE SYSTEM BUILDING % 3% b. FOOTING DRAINS: EXISTING FOOTING DRAINS WILL BE MAXIMUM {� -OP OP OP - OVERHEAD POWER INSPECTED WHERE FEA51BLE Lu Z It CV�P �1® - UP UP UP - UNDER GROUND POWER 1. DURING CONSTRUCTION, THE RUNOFF WILL BE GRAVEL DRIVEWAY IMPERVIOUS SURFACES G G G - NATURAL GAS CONTROLLED WITH SILT FENCES AND SHALLOW SWALE5 2,181.14 5Q FT EXST. RESIDENCE 520.4 5F TO PROTECT THE ADJACENT DOWNSTREAM PROPERTIES. DATE: PROP05ED ADDITION 385.3 5F -5T 5T 5T STORM 5EWER 8. IF A DOWNSTREAM DRAINAGE SYSTEM 15 PRESENT A ADDITION C EXST. RESIDENCE DECK 111.5 5F - OC OC - OVERHEAD COMM. INSTALL CATCH BASIN INSERTS (DOE BMP)TO CATCH EX5T. GUEST HOUSE 102.2 5F ADDITIONAL SEDIMENT THAT MAKES IT TO THE STREET. O WATER METER q. STREETS AND DITCHES WILL BE GLEANED DAILY OF '7/30/2025 EXST. SHOP 1,2bq.3 SF OM DRIVEWAYS 2.181.1 5� ELECTRIC METER ER05ION RUNOFF, IF ANY. TOTAL IMPERVIOUS AREA 5,41b.4 5F E❑ ELECTRIC SERVICE 10. BEFORE CONSTRUCTION BEGINS, A SITE WALK WILL TAKE PLACE TO IDENTIFY THE CONDITION OF THE STREET, - - - - v�"+ nr �; SHEET: TOTAL IMPERVIOUS % �`®3 - - - - - - - - O GAS METER CURB AND GUTTER AND SIDEWALKS. ALL BROKEN AREAS � % MAXIMUM ALLOWED 45.0 % D s� _:__... ,0 © TELEPHONE & GABLE SERVICE WILL BE REPLACED TO THE GITY'5 APPROVAL PRIOR TO SITE PLAN - DEMO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. AVC7. ORIG. GRADE. 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