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HomeMy WebLinkAboutPermit File BLD-2021-0668 3010 Georgia Place (2) APPLICABLE CODES: MEANS OF EGRESS AND GUARDS PROJECT INFORMATION ARCHITECTURAL & STRUCT. SHEET INDEX o E H 0 SECTION R311.7 STAIRWAYS AND GUARDS R312 N E w con WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODES AND ORDINANCES WITHIN THE PROJECT JURISDICTION. z - o o - H 4�FoT y BCD41A{ 1ES USED IN THIS PROJECT INCLUDE BUT ARE NOT LIMITED TO: ALL STAIRWAYS MUST MEET THE REQUIREMENTS OF IRC 311.5 OR IBC R311.5 (WHICHEVER IS REFERENCED FOR THIS Owners: GENERAL NOTES Q 4- U Bonnie VanSickle o w o o ��,-�, �� PROJECT). AO.1 GENERAL NOTES o 2018 INTERNATIONAL BUILDING CODE (IBC) 3708 35 th Ave SW C/� cc ALL EMERGENCY ESCAPES AND RESCUE OPENINGS FOR BEDROOMS AND BASEMENTS MUST MEET THE REQUIREMENTS -•I--) m N N z WAX 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) Seattle, WA 98126 w w 0 '�'� 891 �� OF IRC R310 OR IBC R310 (WHICHEVER IS REFERENCED FOR THIS PROJECT). PLANS U o - .g , H . o 2018 INTERNATIONAL MECHANICAL CODE WITH STATEWIDE AMENDMENTS AT CHAPTER 51-52 W.A.C. o `^ ``QCOR �� 2018 INTERNATIONAL FIRE CODE WITH APPENDICES B, C, D,AND K EMERGENCY ESCAPES & OPENINGS: ALL EMERGENCY ESCAPES AND RESCUE OPENINGS FOR BEDROOMS AND Al .1 SITE PLAN TOF�LonsseBASEMENTS MUST MEET THE REQUIREMENTS OF IRC R310 OR IBC R310 (WHICHEVER IS REFERENCED FOR THIS Site: 2018 UNIFORM PLUMBING CODE WITH STATEWIDE AMENDMENTS AT CHAPTER 51-56 AND 51-57 W.A.C. PROJECT). 3010 Georgia PI Al .2 LANSCAPING PLAN 4 2018 WASHING STATE ENERGY CODE (WSEC)W/STATEWIDE AMENDMENTS AT CHAPTER 51-11 W.A.C. Anacortes, WA 98221 Al .3 FOUNDATION PLAN U STAIRWAYS: STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES (914 MM) AND HANDRAILS SHALL NOT PROJECT MORE ;--I NATIONAL ELECTRIC CODE (NFPA70) THAN 4.5 INCHES (114 MM) ON EITHER SIDE OF THE STAIRWAY. STAIRWAYS SHALL NOT BE LESS THAN 311/2 INCHES (787 Al .4 LOWER FLOOR PLAN wWI- w MM). THE STAIR'S MINIMUM HEADROOM SHALL NOT BE LESS THAN 6 FEET 8 INCHES (2032 MM) FROM TREAD NOSING. ALL Tax Parcel No.: A1 .5 MAIN FLOOR PLAN N o y STAIRWAYS MUST MEET THE REQUIREMENTS OF IRC 311.5 OR IBC R311.5 (WHICHEVER IS REFERENCED FOR THIS L!! IN CASE OF ANY CONFLICT WHEREIN THE METHOD OR STANDARDS OF INSTALLATION, OR THE MATERIALS SPECIFIED DO PROJECT). P108595 NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL A1 .6 ROOF PLAN �cJYLL GOVERN. GUARDS: GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES THAT ARE LOCATED MORE THAN 30 ELEVATIONS • a W INCHES (762 MM)AT ANY POINT WITHIN 36 INCHES (914 MM) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE.AND SHALL Legal Description: O STORMWATER, GRADING AND DRAINAGE CONTROL CODES AS WELL AS EROSION CONTROL MEASURES MUST BE `, / �' FOLLOWED IF APPLICABLE, AS WELL AS ALL ENVIRONMENTALLY CRITICAL AREA (ECA) REGULATIONS FOR THE BE NOT LESS THAN 36 INCHES (914 MM) HIGH. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING (0.4900 AC) LOT 11 , THE PLAT OF A2.1 EAST ELEVATIONS JURISDICTION. SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. GEORGIA PLACE, ACCORDING T 0 THE A2.2 NORTH ELEVATION RISER: THE MAXIMUM RISER HEIGHT SHALL BE 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED VERTICALLY PLAT THEREOF, RECORDE D IN VOLUME A2.3 WEST ELEVATION BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS 16 OF PLATS, PAGE S 101 AND 102, ARCHITECTURAL GENERAL NOTES: SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). RECORDS OF SKA GIT COUNTY, A2.4 SOUTH ELEVATION TREAD: THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES (254 MM). WASHINGTON. SECTIONS DIMENSIONS, DRAWINGS,AND PERMITS WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 10 INCHES (254 MM) AND SHALL HAVE A MINIMUM TREAD CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE INCLUDING, BUT NOT LIMITED TO, SOILS DEPTH OF 6 INCHES (152MM)AT ANY POINT WITHIN THE CLEAR WIDTH OF THE STAIR. A3.1 SECTIONS A & B AND EXISTING UTILITIES, PRIOR TO START OF SITE IMPROVEMENTS. ALL DISCREPANCIES SHALL BE REPORTED TO THE A3.2 SECTIONS C & D OWNER AND ARCHITECT IMMEDIATELY. LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12 FEET (3658 MM) BETWEEN FLOOR LEVELS OR LANDINGS. EVERY A3.3 SECTIONS E & F DO NOT SCALE DRAWINGS OR DETAILS. USE GIVEN DIMENSIONS. CHECK DETAILS FOR LOCATION OF ALL ITEMS NOT LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES (914 MM). LOT AREA CALCULATIONS DIMENSIONED ON PLANS. ALL DIMENSIONS ARE FACE OF STUD WALL, CENTER LINE OF COLUMN, OR FACE OF CONCRETE DETAILS UNLESS NOTED OTHERWISE. HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT Lot Area 21 ,344 sf WITH FOUR OR MORE RISERS. HANDRAIL HEIGHT SHALL BE NOT LESS THAN 34 INCHES (864 MM)AND NOT MORE THAN 38 A4.1 DETAILS THE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT INCHES (965 MM) FROM THE STAIR NOSING. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION OF THE FLIGHT WITH ENDS RETURNED TO WALL OR TERMINATED IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS A4.2 DETAILS SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCH (38 MM) BETWEEN THE WALL AND THE Impervious Area A4.3 DETAILS HANDRAILS. House roof 3,525 sf PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT (roof) SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE GRIP SIZE: ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT Driveway 1 ,661 sf SCHEDULES INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING GRASPABILITY. T ENGINEER'S DRAWINGS OR OTHER SUPPLEMENTARY DRAWINGS SHALL BE BROUGHT TO THE OWNERS ATTENTION IN Deck 418 sf A5.1 Window and Door Schedules 0 WRITING. TYPE I: HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 11/4 INCHES Lower patio 464 sf STRUCTURAL CONTRACTOR AND SUBCONTRACTORS SHALL SECURE ANY PERMITS NOT COVERED BY THE PRIMARY BUILDING PERMIT, (32 MM)AND NOT GREATER THAN 2 INCHES (51 MM). Hot tub patio 183 sf SUCH AS ELECTRICAL, PLUMBING, MECHANICAL,AND SEPTIC WORK. TYPE II: HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A GRASPABLE FINGER S1 .1 GENERAL STRUCTURAL NOTES Entry patio 75 sf RECESS AREA ON BOTH SIDES OF THE PROFILE. S2,1 FOUNDATION PLAN ORIGINAL COPY OF APPROVED PERMIT PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKMEN. Walkway 99 sf BUILDING COMPONENTSLandscape S2.2 MAIN FLOOR FRAMING PLAN stairs 152 sf BUILDING SYSTEMS AND COMPONENTS NOT SPECIFICALY DETAILED SHALL BE INSTALLED PER MANUFACTURERS' GENERAL MECHANICAL & ENERGY NOTES: S2.3 ROOF FRAMING PLAN 0 RECOMMENDATIONS. VERIFY CHEMICAL COMPATIBILITY OF COMPONENTS (SUCH AS CAULKING, SEALANTS, AND PAINT) Deck stairs 74 sf S3.1 TYPICAL CONCRTE DETAILS PER MANUFACTURER'S REQUIREMENTS. NOTIFY THE ARCHITECT OF ANY RESULTING CONFLICTS. ALL EXTERIOR JOINTS AROUND WINDOWS AND DOORS, OPENINGS BETWEEN WALLS AND ROOF OR FOUNDATIONS, Retaining walls + 162 sf - OPENINGS AT PENETRATIONS AND ALL OTHER SUCH OPENINGS SHALL BE SEALED, CAULKED, OR HAVE A GASKET OR S3.2 FOUNDATION DETAILS (JP) WHERE INSTALLATION INCLUDES MANUFACTURED PRODUCTS, COMPLY WITH THE MANUFACTURER'S APPLICABLE WEATHER STRIPPING TO LIMIT AIR LEAKAGE PER WSEC. 6,813 sf S3.3 FOUNDATION DETAILS INSTRUCTIONS FOR INSTALLATION. VERIFY ROUGH-IN DIMENSIONS FOR EQUIPMENT AND PROVIDE BUCK-OUTS, BACKING AND JACKS AS REQUIRED. EXTERIOR DOORS ARE TO BE 1 3/4" INCH SOLID CORE WITH FULL WEATHER STRIP AND THRESHOLD.ALL GLAZING IN S4.1 TYPICAL WOOD FRAMING DETAILS W lc) _ (N EXTERIOR DOORS IS TO BE DOUBLE GLAZED WITH SAFETY GLASS. Building Coverage - a_ N ALL GLAZING IN HAZARDOUS LOCATIONS AS DEFINED BY THE BUILDING CODE SHALL BE SAFETY GLAZING, INCLUDING BUT S4.2 WOOD FRAMING DETAILS _ 00 NOT LIMITED TO THE SAFETY GLAZING IDENTIFIED IN THE CONSTRUCTION DOCUMENTS. EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE House (exclud. roof overhang) 2,682 sf S4.3 WOOD FRAMING DETAILS ix cc Q REGULATION OF TEMPERATURE. Deck + 563 sf C " CONSTRUCTION METHODS S4.4 WOOD FRAMING DETAILS cz5 C S5.1 STEEL DETAILS ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR EXPOSED TO WEATHER (SUCH AS SILL PLATES, EXTERIOR DECKING, SOURCE SPECIFIC VENTILATION; VENTILATION (EXHAUST) SHALL BE PROVIDED IN BATHROOMS, KITCHENS, 3,245 sf > "' JOISTS & BEAMS) SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE OR BE A WOOD SPECIES WITH LAUNDRY ROOMS, SPA& POOL ROOMS AS WELL AS IN OTHER ROOMS WHERE EXCESS WATER VAPOR OR COOKING N V N NATURAL RESISTANCE TO DECAY. FASTENERS FOR PRESSURE TREATED WOOD SHALL BE GALVANIZED, STAINLESS STEEL, ODORS ARE PRODUCED, AS REQUIRED BY APPLICABLE MECHANICAL CODE. ALL EXHAUST DUCTS SHALL TERMINATE •E Q i Q SILICON BRONZE OR COPPER. OUTSIDE THE BUILDING. EXHAUST DUCTS SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS. ALL EXHAUST DUCTS IN STORM WATER c \- O - UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-4. O 0 U u) PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. Cl EROSION CONTROL PLAN J m M o A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE COMPLYING WITH WSEC 105.4 IS REQUIRED TO BE COMPLETED C2 EROTION CONTROL DETAILS �--1 Q o APPROVED CORROSION RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER BY THE DESIGN PROFESSIONAL OR BUILDER AND PERMANENTLY POSTED WITHIN 3' OF THE ELECTRICAL PANEL PRIOR 9 AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDINGS' STRUCTURAL TO FINAL INSPECTION. FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE OUTSIDE FACE OF THE EXTERIOR WALL SURFACE OR N COMPONENT AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. A MINIMUM OF 75 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH-EFFICACY r FLASHING SHALL BE INSTALLED AT, BUT NOT LIMITED TO THE FOLLOWING LOCATIONS: LAMPS. 0.0 .(n -THE TOP OF ALL EXTERIOR WINDOW& DOOR OPENINGS OUTDOOR AIR INLETS SHALL BE LOCATED SO AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS: co - INTERSECTIONS OF FRAME WALLS AND MASONRY OR STUCCO Automatic fire sprinkler system required, or 2000 GPM from two hydrants is required. UNDER MASONRY, WOOD OR METAL COPINGS AND SILLS CITY O F ANACORTES Tll1. CLOSER THAN 10 FEET (3048 MM) FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3 FEET (914.4 If you do not plan on installing a sprinkler system, please contact Commercial Fire in Mt o CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM MM) MINIMUM ABOVE THE OUTDOOR AIR INLET. Vernon to have this flow test done for the closest available fire hydrant. Mark cfire ro.com g -WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL PLANNING AND BUILDING D E PT: y @ p o -AT WALL AND ROOF OR SOFFIT INTERSECTIONS 2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 360-661-4147) Z o APPROVED PLANS -AT BUILT-IN GUTTERS E 3.A HAZARDOUS OR UNSANITARY LOCATION. PARAPET WALLS SHALL BE PROPERLY COPED WITH NONCOMBUSTIBLE, WEATHERPROOF MATERIALS OF A WIDTH NO LESS REVIEWED FOR CODE COMPLIANCE o THAN THE THICKNESS OF THE PARAPET WALL 4.A ROOM OR SPACE HAVING ANY FUEL-BURNING APPLIANCES THEREIN. PERMIT#: BLD-2021-0668 WHERE ROOF DRAINS ARE REQUIRED, OVERFLOW DRAINS HAVING THE SAME SIZE AS THE ROOF DRAINS SHALL BE ADDRESS: 3010 GEORGIA PL O 5. CLOSER THAN 10 FEET (3048 MM) FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT /r INSTALLED PER IRC 903.4.1 &THE INTERNATIONAL PLUMBING CODE. OPENING IS AT LEAST 3 FEET{914.4 MM}ABOVE THE AIR INLET. APPROVED BY: ILA SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT co ALL DOWNSPOUTS AND ROOF DRAINS ARE TO BE CONNECTED TO THE POINT OF DISCHARGE SPECIFIED ON THE > DRAINAGE PLAN BY RIGID TIGHT LINE UNLESS NOTED OTHERWISE IN CONSTRUCTION DOCUMENTS. 6.ATTIC, CRAWL SPACES OR GARAGES. w BE ALTERED WITHOUT AUTHORIZA ON. 0 z PROVIDE FIRE SEPARATION BETWEEN HABITABLE AREAS AND GARAGE AREAS PER IRC R302.5 & R302.6, INCLUDING FIRE PROJECT SPECIFIC ENERGY NOTES PROTECTION FOR STRUCTURAL ELEMENTS WITHIN GARAGES. w - ✓ LIGHTING THIS PROJECT IS CATEGORIZED AS A "SMALL DWELLING UNIT" AND MUST EARN 1.5 ENERGY CREDITS. REQUIRED - -_ J I _ INSULATION VALUES FOR PRESCRIPTIVE PATH IN COMPLIANCE WITH WSEC 2018 AND FOLLOWING ENERGY CREDIT • .- ...-.�` y..- -_ - T 2 .~ - ---• y _ � VERIFY ALL RECEPTACLES, SWITCH AND FIXTURE LOCATIONS WITH OWNER PRIOR TO INSTALLATION. OPTIONS: •• --��- � •"-' �-��� - � � • --ma O SITE SAFETY ;-` t t :� `--�: .� _ --' .-.------•-- Q THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND ENERGY CREDIT OPTIONS: � . . :.._.._..._ I d• i ; i• j ;' y;','i _ ---- -•-__ =--_WORKERS AT ALL TIMES DURING THE COURSE OF THE PROJECT. HEATING OPTION 1 (HEAT PUMP, ENERGY OPTIONS 2.1 (AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION), 3.6 (HIGH • _-,•p : ..1.r' • y -- - I - _ =:. . ii' '"..,' .:ti - : . i• :'I, tiI: . ' _ _ --__:_ EFFICIENCY HVAC), 5.6 (EFFICIENT WATER HEATING) Y- _i -+ - • .4 -: ;� I ;4 - - -_-_ _ _a- -_ iIr ,- dmm ., :1.9. .l 4 • r. I, f. ENOTE: HEATING SYSTEMS IS DUCTLESS IN-FLOOR HYDRONIC HEAT. HEAT PROVIDED BY EXTERIOR AIR SOURCE HEAT - -- 4 I`I - yJ-�y _ • ~I: I ��I .i I �� - �- --- _ .-�- "_.._ LL COMBINATION SMOKE & CARBON MONOXIDE ALARMST I •�._ 1 • ..1-.Ai I - H PUMP. DOMESTIC HOT WATER SYSTEM SHALL BE INTEGRATED WITH HYDRONIC HEAT SYSTEM SUCH THAT THE � ---"-_•` -i'; . - • . ..='11'7- -`':-:.• '-v I_< f 7i ; _�---=-"~ - __--_-�_-:r ALL COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH CL 2034 AND UL 217 DOMESTIC HOT WATER IS ALSO BEING HEATED BY EXTERIOR HEAT PUMP UNIT. _ _ ,� ;,= a ..4 - Id III I • . __ - - �.1-.. Permit Set ti� -- Y _ _ .��. -. ---- - - I -. . '= AND INSTALLED IN ACCORDANCE THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. {==.__ - '. �- _ �` -} 9 10 2021 FLOORS R-30 � _ - - _ Q CEILINGS (VAULTED) R-38 • ' -- - -�a-_ - ��� s' R314.2 SMOKE DETECTION SYSTEMS. - -_' �` �� f 1 PERMIT APPLICATION CEILINGS R-49 or R-38NJV te .- --_. - x - ' -Y.�w` :., c HOUSEHOLD FIRE ALARM SYSTEMS INSTALLED IN ACCORDANCE WITH NFPA 72 SHALL BE PERMITTED AND SHALL PROVIDE - � � - ,..=, ' o EXTERIOR WALLS R-21 -�.: � ! y' .�� .�, �'. .. f .:•?- r...Y„ . 8-7-2021 u) THE SAME LEVEL OF SMOKE DETECTION AND ALARM AS REQUIRED BY SMOKE ALARMS. WHERE A HOUSEHOLD FIRE ---4,�,� - `�., - _._... - -__ • ,�. .••4:, . • .. BELOW GRADE WALL INT. INSUL R-21 - '•' `: < ,-.: WARNING SYSTEM IS INSTALLED, IT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY AND OWNED BY THE -=- - • J •.",': REVISION 0 HOMEOWNER. THE SYSTEM SHALL BE MONITORED BY AN APPROVED SUPERVISING STATION AND BE MAINTAINED IN BELOW GRADE WALL EXT. INSUL 10/15/21 + TB: R-10 CONTINUOUS ON EXTERIOR, R15 CONTINUOUS ON INTERIOR, _ . .,g °? + -:� -• y� �= .,:- % / \ 9-10-2021 OR R-21 BATT THERMAL BREAK AT SLAB EDGE - : �' •� ACCORDANCE WITH NFPA 72. - : ,.. ' E SLAB ON GRADE R-10 CONTINUOUS UNDER HEATED SLABS .. --' __ - �• = " _ - i � r "t.",`�. , __ Q GLAZING VERTICAL DOUBLE U=0.30 max - --- v -"" ____- ---' Y• • -: `}"'.•r: `+} i...:' ;`� .•.�_.--._. --- FOR ALL ALTERATIONS, REPAIRS OR ADDITIONS, SMOKE /CO ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS - _ r .. -„�-� Iry-' o.._ .- _ - r.r • • ti__ _ -__ c PER R314.3 & R415.3: GLAZING OVERHEAD DOUBLE U=0.50 max im ,F. b.--.-•-•- - - -; :._ , . ,$ f"�- _ __ r o DOORS U=0.20 max im Y `Y"x � � � f '� `�� _ '} .-7 1. IN EACH SLEEPING ROOM. - � � �� � � - y- -' •,• -"f y -- :'-.- ._ - _-"": o REQUIRED HVAC SYSTEM: w _ ____ y '# -- 0 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. rt-,- t� 5 - _-__ .„._. -_-▪ - .- , �- _ - _.- %_ ' .''.# _ • f r • - _ _•#�� 7 'J / O 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. MAXIMUM HEATING SIZING 62,777 BTUH - - -- �= ��� --- -- . .- - s ---ram :F-,r --___ `� h - MINIMUM EFFICIENCY RATING HSPF 10 � -- ' �' i_ �� � � � - - _ _ cn PER R314.4 SMOKE / CO ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING, AND WHEN MINIMUM HOT WATER UEF 2.9 UEF f�� - -~ - __ --r r -- - +_ .-' - •_�-- r- , � ..:=•__ `. - •-.. =l• _;: GENERAL NOTES . PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND S=_ ,�.: Y+ ~��_" �~ -. +sue ~� rr 1~ __._. _• _ _ w WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT PROTECTION. SMOKE ALARMS - - - Wi `-' ~~ '' . --- _ - � - -- • _ • >'} " -. F� _ -_7. - : ~_ j SHALL BE INTERCONNECTED. TESTING - � �� •^ '� - ~-':-'- ' .. r '� ' l}- - r�' _-`.- •• -.T �Y �.-- BUILDING AIR LEAKAGE TESTING IS REQUIRED FOR THIS PROJECT. -_- - ----------------- - Y+-` -'• � '-• -- - , - - - - - --- N• ='=_._ - - • - •x ~- ; ------- -- �-� - - _ --° _- - `_ J - _ -- s DRAWN BY: Your Name N DUCT LEAKAGE TESTING IS NOT APPLICABLE TO THIS PROJECT AS IT SHALL BE HEATED WITH A HYDRONIC FLOOR --� - - I� _--_- -_� _ ---- �_ =Y y �-• -•-� :' rx ,� r o HEATING -�_ _ --- - I --_- ------- _ _ _ " - r` r rn VENTILATION - -- - r-��y-- -- - � -� Li VENTILATION OF ALL AREAS SHALL BE IN CONFORMANCE WITH APPLICABLE MECHANICAL CODES. THIS PROJECT SHALL ---� - -- ---_ __ ---� Y- L f+ --H . r _� o UTILIZE A WHOLE HOUSE FAN WITH AN ELECTRONIC WHOLE HOUSE FAN CONTROLLER. MAKE-UP AIR SHALL BE -� _ ^��-�"�� �, r PROVIDED WITH WALL MOUNTED PASSIVE AIR INLETS IN ALL HABITABLE SPACES OF THE BUILDING. THE WHOLE HOUSE z FAN (RATED AT 120 CFM) SHALL BE PROGRAMMED TO RUN 90 MINUTES OUT OF EVERY 120 MINUTE CYCLE (EXCEEDS THE aEc AIR CHANGES REQUIRED BY THE CONTINUOUS VENTILATION RATE OF 90 CFM SPECIFIED IN TABLE 403.8.1) H w OUTDOOR AIR SHALL BE SUPPLIED TO EACH HABITABLE ROOM WITH FRESH AIR INLETS IN THE EXTERIOR WALL. WHERE OUTDOOR AIR SUPPLIES ARE SEPARATED FROM EXHAUST POINTS BY DOORS, PROVISIONS SHALL BE MADE TO ENSURE AIR FLOW BY INSTALLATION OF DISTRIBUTION DUCTS, UNDERCUTTING DOORS (DOORS SHALL BE UNDERCUT TO A MINIMUM OF 1/2 INCH (127 MM) ABOVE THE SURFACE OF THE FINISH FLOOR COVERING), INSTALLATION OF GRILLES, TRANSOMS, OR SIMILAR MEANS. INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL. STAMP AREA-KEEP CLEAR � � Lr, E o w �OgcorjEc SITE INFORMATION = cc, N 0 u _ z r, o g I- ,k,4�' -0 Y { Q o ouc N cv��' Guemes Channel '= :- Owners: o w - o < �� m 'O�'I��I'�I. �� Bonnie VanSickle -� � N cn � � �� 891 w`' 3708 35 th Ave SW U o J �coR� r Seattle, WA 98126 -� N © Mrl *A \ ibFIELD i13se� i p'� O . • ____ 2 Volunteer Site: LOT AREA CALCULATIONS U S'i PROJECT SITE , _.<„,..>___>___ �� o /\ Lot Area 21 ,344 sf W, W, ;_i oce -.Park 3010 Georgia PI L_ ZZ o �-� Anacortes, WA 98221 / 1 , / S \� Impervious Area a H Tax Parcel No, "A'1,-, ' --\-' Ov0\- V - .. / r P108595 S House (roof) 3,525 sf 0 a Q rto r Driveway1 ,661 sf -�+ `� Cranberry / SS _ Legal Description: / Deck 418 sf Cr) Lake t _L (0.4900 AC) LOT 11 , THE PLAT OF GEORGIA //� / ec PLACE, ACCORDING T O THE PLAT THEREOF, / - - x i s,5 / - \ West patio 464 sf RECORDE D IN VOLUME 16 OF PLATS, PAGE S - - �/ / „----- -A East patio 183 sf Anacortes / / - _ 101 AND 102, RECORDS OF SKA GIT COUNTY, ��00� - - / SS / / / Entry patio 75 sf Airport / \ -1-� Y WASHINGTON. op�221 - ex. / / / Walkway 99 sf -1 �. ��reN6i , , blackberry \` i /j Landscape stairs 152 sf }taw , Zoning Designation: Copey SS \ „ J ,� R2A Deck stabs 74 sf Y f i / \ Retaining walls + 162 sf / ex. boulder \ % SS / VICINITY MAP / ex. a� 6,813 sf ' blackberry \\ - 'I 185 / - j;SS / V rock wall encroachment \ ' , !,' 4 1 Building Coverage i .- /, �, / \ ` �' House (exclud. roof overhang) 2,682 sf - obaG �,' o \ I % •-o Deck + 563 sf / �, 20' rea ;___ ,'' �'� '' ��0 3,245 sf 0 / \ ; 12" CPEP ' co Ck / - ex. SS , I.E. = 176.45' c� / - \ ___----\ stub -- �� ' ' \ co EXISTING AVERAGE GRADE ELEVATION Z / - two 4" PVC SD pipe discharge - __ \'\� , \ orig. grade contours / - ' 1 -_ __` if) rockery wall N�' Midpoint / - ' R �. tp / "" o Wall Elevation 121 C0 Segment (feet) v / S. ► .. retai -roal 85 / / ,`\\ (� deck stairs r \ �� ex. A 202.33 \ (1) e B 205.83 / ' NO / 195 \\ ` °� _ ex. tree __ planti �g moat \ o house / , / �GFZ�S N� PRE / ex. fence \ `s'` �o path meets __ trailmilmismiiiiiiime,„ �\ C 206.92 - c.1 S M ♦, o \ -.ast patio �. .4 oNo / / - - \NG'` EPS� / on cons. wall \\ �� \ orig. grade el._____ 0 ___ _______ o`_ �. D 210.61 _ �� e / a. - �,����� / \ \ o •.� ��o z E 214.93 x u rt ci-, cn are Q / - / -ow ell1111-1111--1-.111 _ �1;.40# .. \ c F 217.92 cc 0 / �� / / • _ _ d�� 201.00��� , 90 G 217.58 a) V a� `tgottoW.• -- S --\ \ H 210.71 W *E © t t / 193.50 o�. .<••• `°\- % I 205.04 p O U ❑ / / ���' deck jj� -10 \ conc. retaining wall J 202.94 1 m M Uo / \ - ` j� •wer floor \ Q oo % ;// . ,. \�� subfloor el. /% � g \ ea; K 199.29 / Imo♦ ; �1_ ,2 L 195.80 patio \I 203.50 co (71 / \ , � M 193.88 / 203.42' `� ,� 0 / "7:6 0.4 edge of roof _-� N 193.05 / ex. " edge bldg � \ co O 194.38 ' �/ main floor ext. walls d P 197.72 TD house (in - - guardrail on top of retaining wall o \\ subfloor el. 214.75 j Q 198.32 (retaining wall must not exceed 5 ( g Q `' � / / ,�p� \ % in height within 5'of side lot line j bid parallel 'ooli \ilk or 20'from front lot line �' / g p e .���� ) Average Grade Elevation 203.96 52 \ eX. to prop. line � �Z. \house \ $ r ��''�'',,. ��'� `o,, \ ',, 0� ' entry patio 0 \200 �� � **. 214.50' driveway \Uo ;�� garageLi) \ \ landsca e \ • garage floor el. �� I -+ \ stairs p5 \ 214.71 ( 2 z \ \ \(� ♦ / // 1� �ba k\ 2 \ ::::tal L1J ` � U , r , 7 ,/ // frdl "�" s�e ewe w \ \ --- - z 'i ,S e l .'-/0 20_---\��j eases - \ ,•%\.� ;,-_ ______---- - - -.;.---' \----- 45 \ - - \„ .� \' i 2? �` Deck ing cove age) o \ _ 563 sq ft E \ -0,5a6 / / \ 0 \ i - - - - �" walkway .� - ,;�2.25 \\, \ %_ \ - _ - - - - - - _ _ conc. -j .ç220 -' 01 Permit Set _ _ _ _ ''- - -,- Mire 10i �� F Retaining wall ' 9-10-2021 Q \ \ , , - _ •k pCo baC 29 hydrant uCb avg. grade\of adjacent 69.5 sq ft 'cr) \ - - 1NOC�9OX•Cegate valve o, G Ret�inin wall Deck stairs I PERMIT APPLICATION g egment of \ eorgia Pl. g - 220 cort a,�d CS% �(ac 21'.25 sq ft 74 sq ft East patios 8-7-202 i \� A - - �� 182.75 sq REVISION U �O�G� E 9-10-2021 \ , - - G \ �\ Ropf Area West patio Deck 3,525.25 sq ft 464.25 sq f 418.25 s f - -- x i - - Landsca le ♦IJ House (building q coverage) P W iaining A L 1 2 Stairs 7 sqft o 152.25 sl ft __I----- - a C B v2 --OH � SITE PLAN ' I ' ' I ' LEGEND Driveway F E 1,661.25 sq ft • DRAWN BY: Your Name N - Building footprint _ Drainage grate WalkwayEntrypatio sq f 75 sq ft Lii Conc. or asphalt DS0 Downspout o C Ex. Gas Line Z Pavers ° ° Fence ou- Ex. Overhead H - ss Ex. Sewerline Utilities Wood deck CHT- Ex. Overhead N �, W- Ex. Waterline Phone Line Site Plan SCALE: 1/16"= 1'-0" 0 8' 16' 32' - STAMP AREA-KEEP CLEAR U i.0 E U FOg CODE cO \ \ _ 00 o o - U w - �� '/Go 1 m �C1P, L o o ce T m J z O 7� `� (E) tree line �� U o v rI _ 0�891 �� LO - - - - - - - - - - - - — - - — - - - - - - - - - - - - - - - - - - - - - � — _ Property Line197_78' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� — — - - ma .� �FIELDi13s r— � , , � \ T - �� 1 • _ i_. IY ,, „. , ,„. ,,... ..,. .,...„. 4 4 4 4 4 4 4 4 / / / / \ 1 0 / ,� �_ '`J. J. J. J. J. J. J. J. J. J. .I, , ,/ , u/I I / II ;,,,l C.] Z I O I ' I ' , / J. 4 J. J. J, 4 J. /-' , "' ; / W W W(9 — — — — — �- — — — `b— — — -� ; ; - II_ Public Works Engineering o \ \ \,°. .�. I /0 / / , , / / , , 3 U I-() / J- J. J. �I- J- J. I/ / W a I . bo; , .o,o . , , recommends that the driveway a / �� o ��� / 41,1) ; ; - i�, ; \ ; ; ; ; I' ; I' have a minimum 6% slope back o, a • 'II►'' iii , , = a' \ I II towards the street for the first six �•� cn a o , , - N; I I feet from the curb for any potential 0 N 1 '\\ r • ; \ ;/ ' storm water build up. 1 C • / / I i ' Then slope towards the house. \ \ IttiliFi // 7 / / / , I I\ \ ' / / y I I \ This is a common means e_ ans of keeping water from the street,t, off \ \ \ ' , , , / J- 4 , 4- / -1 J- J. /\ \ \ \ • the driveway in heavy rain events..\ \ � I E I.E.. = 176.45' I ; N; • DRIVEWAY ,;/ / / (Concrete) / o o 11161111 v� , 2o i/ / / / // // In S1% iI -� �1tFr tre� o re ain / y � � 1I' /4 1 dia,/ unit , 1,111, /41,11., � 10111111116 ♦ / J J F J J ./ ' in " I // I J 1 JI � .e J . J./ J 1 001/ I 1 IJ , , J , . 1J , .• I I' / 0 ‘STIOC / / J2J-.t.i5.'-aqr I */ I J I J.I J .. / .. . I �' I/ I I , / ' a /, I , , 1 , p 1- / 4 41 IL ,/4 - 'J- .. i '019 Plantngare / , , i, � 04 \ a , 1 '/ 0 �*� � � � 4- r , - J 4,0// /1 / 1101 I i \ . . -.1.- - 1 J 1 J.', , ,, , 11 , kb , / / / J. J J, I I ,6 � l! c,oI . 1 J. I J / , I IU o I OP , ip I / A- -4 J. \ J. J. J. c I 1. I J , a' � d4 J J J I I\ '' iI• IJ' I ' H.- I .I' -.1.- ,I... . 4 // ' � ' LIII) r / . \ ,--I --- /, • I I / , / { � ' .� / / ; , '' J. J J J ` I .1 Ient ng ye . . - 1 / I / II� . "Ntl /1/I / 4 4 J.- .. .- JI IJ Jt1 7o2:25s ft4 I-- 4 , � , 4. 1 I /' ' 1 - J J J J 1 J. J JI IL I J L J I, , I , A I I �, ai , I �j r ,,, . J J"i 7 IJ. . l- �I.. �,I . J . -4- 1 J Ntvv ry area , ---------- I 4I I 41, . n• ildi -,- --i- _____ 0 121 u Q/ , Iliii.. 1 . J , J • J J ,J.. J , I I J.I J. J ,_ -- 1.7 I 4. d 1 /, / / /.. J. .. .. J.. I 4-I , J1-11 11 11,I 1 J I11 J J/ J JJ -4, I I , J-/ J ' - J/ 'UN. I u 'I. I � ; I \ 1 d coI 1 Ow O ii, 1 J / 41 /J. J. J. / J. . .111111 HOUSE ` / J J , � J. J. / J. .I.. , /I AP.' 3-I ; CD Ur) I o . J. 4- 4 � 1 '' 4 1 I1I, PI tin 'area , J \\� �I •" - . - .i I I J 1 L ,J . I. , / - ----- - I W ._7 °- WCV/ frJ. /I I0 / J J J J , J. J. J. •.1.. \ \ ; 1 , --- I • X L r)L) t:0 or ZS 1.I. J. IJ. J. J. ,lif \bill") I I ri / 4. J, / J, J., /y, / I QI , 1 / 4 J J. J, 4 4- i I I 4- 4/ i ir 4- I 4 4 -4 4 4,) I-4 / I 1� cu / II M 4 4 � 4 Q/ ' / // 4- �- 4- 444 .4 J. J J. J . J. J 4 444A- \ / 11' ', / . J� ""' • J . I _ J/ 4 4- 4 4 J, 4 / I j I4- 44 1 ` . 0C I ' '� 4 4. 1 I - / J- J / J. / / J J J 4.- J ,� 0 / ' -4, J J. I --J. I , . * / I 1 / Q U // // / / J Al' J J.I- 4 / , / / I J. 1 iiiiiii‘ll m•m i I 1 1 g Q o ---- ----------- ----------- ' <- I J., / I I , II I I II I / / / A -\ \' - - \,,a_. O • INI IIIIII ' / , I � I4 4- A- 1 J. \\ 4- 1 I / ,/ . �; J J J • J ,O EM 1 I I 0N / / /; / 1 J J v \ . `� • J /II , ' 1 -4 v.4 / v v\ / I ' ' J- J \ I \/ \ \ , ,, � ; \ \ At 4 I Ull) „LIS --- A 0 I 1 I I I \1 PATIO . \- - '"/ J. J -4, J J \ \ J 4/4. . J. % `\ ' I ` I\❑ __--- / - / \ 1 \ I Q lk ° / r / J \ \ J �"J ' J J - J \ IJ" J. J. � J. J. / J J . J J" ." J. J. J � J J //// \\\\ vI 1I\\ \\\ \\I ,_, 1 J \ III ° r' a %pp � lP ` / / / ,Q / ' • t� ' 4 J/\ J. .. *It Platetink ar-a 176.75Js ft \* i \°4 .I. J " JJ-O - , /- - ---- A\ - \ \ o 1 '' I / 0 /' /' ///- - _ ------ - �I- �\J- J. `\ \\ \\ / 11 / J / I \\ \\\ (n ,/ / ,-,, 1J. , \\ \ \\ \ I \ \ C I , // - J. .I. J- I / \ \ \ I \ \ \ W I f ,/ ' evTl- ,h4�. ! i ,� �� �`v T vv �\ / / ------t--- \ I \ \ I \ \ - / / / / --' ''' - -- i J- 4 A- -4 J. A- 4 4 - 0 , I � 1I `\ `\ \ / \ \\ \in1 I U L - - - - — - - — - - - - 1_--.------ - — - - - — - - — - - — — - - /- - — - - — - - — - - — 4- - - - — - - — - - — - - — - - � — - - - - - — - - J W %- T -r -�// - - - - , - -� L/- - -f - >_ ■ ■ ■ 111 ■ ■ Property Line 179.34' �► / - \ , , / , , ' / , , /- / , �v A I / / , / / I / I A / / , / L('� I , 1 I / / A I \ i / I / / I , I I ' / A \ I N I / I I I I /' - \ I I I I , 1 1• I / \ \\ \ L . 1 / I I' 1 1 I I \ \ \ 1 I , , 1 1 , AV A A - \ o LEGEND REQUIRED LANDSCAPING CALCULATIONS vvvv U O) ■ Permit Set N r I AN A E Building footprint = Drainage grate Site area 23,344 sf 9-io-2o2i Q I \ '05 `\ PERMIT APPLICATION ° ■ Conc. or asphalt Fence o20% 0 8-7-2o2i p /o of site area req'd for - R2A zone N landscaping (per AMC Tables required 4,669 sf `v REVISION 1 APavers Conifer, species 1 TBD 19.42.020-.030), incl. native 9-10-2021 2 Q ■ vegetation landscaping provided native 4,183 sf o Wood deck ilk Conifer, species 2 TBD provided new 3,714 sf w 7,897 sf o ftt 1 • 2 Lanscaped area Deciduous, species 3 TBD 2 1 o Compliance with AMC CH 16.50 Tree units 24 units U) II II Native vegetation area Deciduous, species 4 TBD tree preservation required LANSCAPING PLAN L 0 cn (E) conifer tree 1 tree 26" dbh 8 units New conifer species 1 4 trees, 8ft min. 4 units = Site Plan - Lanscape DRAWN BY: Your Name N New conifer species 2 4 trees, 8ft min. 4 units SCALE: 1/8" = 1'-0° o a' a' 16' o New decidiuous species 3 4 trees, 2" dia. 4 units cn w New deciduous species 4 4 trees, 2" dia. 4 units H 0 24 units 1- z E Number of required street trees 4 trees L., Cumulative -113 Ift of frontage 1 tree per 30 ft STAMP AREA—KEEP CLEAR \ to retaining.wail' ° ° \ LID V) .4) ilD _ w4(49 1 Y lowconEO 44t retaining wall -- I ° - \ \ -�\ \Ciellipee --- I m N \ \� \ \ v~, J o o w m V C't-,FIELDi13s� ���''/ \\ I . `LQ�'$314 ---'�- \ \\ ''"� . \ \ \ z \ \ \ — \ \ \ \ (l FF ZZ \ ir_ \\ \ CD a �'0"- ix \ - lower patio \ \ \ a° \ ,—— \ \ \ \ \ � • O N \\ steel col. footing, see \ C2 .�+ - \\\\\ \r location above \\\ \\ \\ - I \ - \ \ ,. \ / - i \ \ \ 10'-11" ° 5'-2" o - 33'-4" I b \ - '' \\ ' \ \\ \\ - ° / \ \ \ - \ I \ -------\ \ -1- — - \ \ - LW - 1 \ \ - I I \ -- \\ \ \ \ / / v V A A A , i O f 1 W r/ JI 5° \ \\ \\ \ 0\ \ \ \ \ retaining wall I I / \ — — \ \ \ \\ \- - \ \ \ M \ - � , \ \ \ W \ \ \ \[- -- i \ ' foundatioi wall o \\ \\ \\ \ . I - / / foundation wall \\ \ \\\ \\ > Q \i \ \ \ , CV N I - \\ \\ \\ \ \ xi,) I I o I 25'-8 1/2" , —- \ lower floor \ \ \ \\ N ' 16'-10 1/2" ° 4'-11" o- slab on grade \\ \ \ \\ \ B2 (1) 0. 5 6 1/2" ° 3 ° 4 6 3/4" 0 3-2 ° I \ \ \ \ \ \ _ r! i ' � ` \ \ \ \ - � -W '1.) IO. CON I I _. - - - \ \ \\ \ \ \\ - - U c� I % footing, see struct. for dimensions - \\ \\ -\ c O Q - , retaining & foundation wall -- \ \ - -- \ > V L >— 1_ 1 \ N ---' \ - \ N N W c © 8 E0 0 U I . v 15° . \ \ o bLN. f , ° . \ \ retaining wall m M c O o - elevator pit slab w/footings, c i recess 12" below lower floor I N , •-- ° -- N slab I \ ��'5 7 V U �- �, \ ,, in 1 C / I —- \ ° \ - . �1'-11"° 10'-10 1/4" I ° 3'-8 3/4" ° I `e —,-- (I) , � , �TD \ \ \\ ° Qlira' / _ I I � \\ � -- 25° . \ \ \ \ch _N ° I I - \o I r _ (1 Lk ` + \- - — - -- \ > m - - - I retaining & foundation wall , w J i I \ \, \ \ \ o war z r r \ io n r r r in r \ v or - - - — - — - — - — r — - — - - - — - - - — - — - — - — - L _ - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - -- - L N — I I \ \ LL _I \ co - I r _I ° I \ \ N w 0 Li \ Ptet\ 9-10-2021 Q I \ \ „ PERMIT APPLICATION 0 b 0 314 . o garage slab on I 2�9 8-7-2021 N I grade above I N \ 4 , 8114" REVISION 0 . I E2 CO \ 8' 11V-rp A 9 10 2021 L I cm \ o O — I ^a W+ \ '^ ` x garage foundation AL 3 o L_ above I N \ CI 1 I \ I I \ — I N° \ 114" FOUNDATION PLAN \ 41 -0 D I ° L I J _1 \ 0 0 A - , ° ° - - - - - H ADRAWN BY: Your Name C N \ L 1'-3" 6'-5" 0 22'-6" w • \ 0 5'-2" ° i 23'-9" I ° H O 2 I Otip wD w A/ 4/4 Foundation Plan 11,* SCALE: 1/4" = 1'-0" 0 2' 4' 8' STAMP AREA-KEEP CLEAR — — �D , , v clD - 4D o N u, U 2 1.12 conc. retaining wall Z o E o u- �QFORconEco rockery S\Op \ 5 _ °° N 5, u _ z a N ro Q a � oat \ w Alit,Y { , 1 0 J o 0 o w +�cOR� oz iii%11 rockery - \ \ Q� o N V ��FIELDi13se ,vallillI 1100 I \ . ° _.. .0411 1 \ i_. conc. lower \ bo\le , \ U eok a - I �„� o Z111110• landing and \ d riootte:___Ao,, \ W oI (0.1 I lower steps �? W W Z 0° i__ Z \ � \ _...... east patio � 8 �o I 1 . 1 \ 16- 114 \ \ Q �Q ` \ I I west patio r N I ,,$ 114"= % north covered patio �- 1 \ - o\ ' \ 8�-6 3 �„ ii- \ I a) I E.', pippopOiiii ‘ifolsoirMW 0)4 11'-9 3/4" \ 13'-0 1/ vi , \\ 111 al 'o uC - - \ \ \\ -I m \ � \ El ill IIIIII6'-8 1/2" 3'-1 1/1 " 2' 3 1/2" I 3'-10 1/2" 4'-4 1/2" ` MW , �\ \\ - 1 1 conc. retaining wall T1111111.11111passive I laDW- � 0 hose bib \ \ " - 35 `�� i, et 1 33 v ..i. „. li iit, \\ - - _.- - �\ 'V al l _ _ I \ - — \ \ \\ Mir aE.N _mmNili .. \ \ \\ jjJ 1 \ \ Pave \ d °�,' — 0 \ 112 �: inlet \ \ 0 0 • — I I to = -< a I \ lower living 2,-1314„ . , ' ' \ \ \\6 - \ \ \ `� I bedroom 3 \ 9,,4 314" - - \\u9gage \ passive(m . 3' below \ \ 6' \ / / p\a�Cm inlet exh.ust fan out \t)\ W „ �, \ \c4 I \ \ 5,-3 _ / Q \ \ \\ 11121 iv o I 2�\ ,� • , � , � \ \ \\� 0 1 CD ' \N \ - 2x6 wall \ ` ` O - I so - bedroom 2 %0 \ g \ \ \ bedroom 1 \ ` \` Csn landscape stairs I 12,3�� \ 5„Sv \ \ \\ _B2 r! IN I so su -- _ ,_0112' \ / \ace �R a'- _. w \ \ \\ \ W �- coN O , lower hall 8 \a oWe� \rep sp soffit for - Q — U passiv- I o� , 10'-0 1/4" , 3'-10 1/2" • • \ > //� bedroom 2 I O N bathroom 2 - \ \ \\_- - X •¢ \ I ,, \ 7 • Q inl t 5' 6 1/2" 3' /A" Ili , cab. 6? hall �// \— \ c� O hose bib I 3�_6�� • ii cb X • \� _ V N iikb l' A N c9 \ - - I- /!� clr. 2x6 wall sh-\i ,,- \ \ , , WE © O Q- ti pp3'-1 1/2" ;,, • Ks N bathroom 2 c 0 o _ -,..... 0 re ® • _ 1,,10112 0\ 2x6 wall 1 \, \ 1 M U o wine tvb N - / .I CO - elevator 2 room \\ �" \• \ O - -- 3-1 1/2 7 N Inclinator Code 2 c % / 0 / , 1 cs I § j ' 10,,$314 conc. retaining wall bathroom 1 '2 �� - \ ii) -- ' 1 AI closet 1 ) _T_ I i N0 II / .$„ \ - � � 1� - iik 3' (1) �, 0 O o r under *rage - — 1 °' I 1 I4„ <o \ Z 11 .3 o• Q O U O \ 2x6 w� II 3'"1 \ mechanical \ N I & stora \ > ge , 5' 4112 N Q 2 Tar O _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __,_ _ _ _1 _ _ _ _cy.)_ _ _ _ _ _ 1_ _ _ _ _ _ _ _ _ _ _ _ T _ _ _ 6-4 1 .(7) z.0 1 WT \ Do Heat pump esuip. \ w \ g� a B� - - - - - \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '� w 7-1 I \\ o I Elevator shaft walls > 1 , to have two layers of \ - - - - - - - - - - - - 1 — - — - — - — - - - 1 5/8GWB (oneon - - - - - - - \ - - - - - - - - - - - - - - - - -- - II 1 each side or two \ ii_ layers inside or \ \ I I outside), if building is \ a I--- -- ' I not sprinklered. \ \ H 11 ' I \ Permit Set L LJ I \\ \ 0 9-10-2021 a) I \ \ PERMIT APPLICATION o I I A garage foundation above \ 8-7-2021 o conc. landing wall above I 1 \ 4 REVISION m ^I I \ / \ 9-10-2021 Q I :5 1 \ u) IL L -11 \ X - I \ o A 1 A a , \ \ L I I LOWER FLOOR PLAN A , - _L- - -- - - - - H J \ DRAWN BY: Your Name o 0 1 I 1- 5'-2" I \ I-0 11-3" \ H z E 1 2 41) I 0 w N w v Lower Floor Plan vrifii SCALE: 1/4" = 1'-0" 0 2' 4' 8' STAMP AREA—KEEP CLEAR 41) 4D CO v E U FORcon�co 5 6 o 0uUwE- 4 T Y { z • ' Ui O rcl °T,� SQL I FIELD MO 114,E 30'-4 W F . W I \ Z deck riOgiiii 6, , � �•-I Ect° • �a stairs ' 6" 11.6 1 LL 00\%I. \ passive air a°inlet over o ..i.iii _______:?>. z window �, tilill: \� north deck •� - - 'fi \ \ _.-- - _.-- _ --- . 4S) _� --- \ 1 2 \01M\ 0 ____- �', -[ - - - - - - - .001. iloiel., _ q 211\ 81-3" __--- $e iorwiliNgi0 \\ / / ' \ IIIIIIM= --- hose bibSKIP \ / - Lr i .!® \ / , X . I — 0 0 MIEN IMINIMER111.111 \0 0 18 I O u.A® CD _ _.- - / - \ -r, 4=,,=frie 'IlliellMET, ..1 cm ===r-I 7 7 i I 1 �, - / main \/ \ al (..) 4'w t_° � eo 1' SD \ �' - bathroom \ N - UPC 807.3 Air gap at \ / - / \ 2x6 walleel \ dishwasher. \ / - 1 lk \ 2'-6" o c I L UPC 909 Island sink \ ~ \ >_ 0' " venting to meet UPC 909. \ / - m \ 03 o �`' \ / ' 0" 2x6 wall � � , - a) main bedroom N0 ' cLa '\� a w bench cr �--� In dining - o 2x6 wall7' 4'-01/2" UC / - / c )\ clr. I mw ; kitchen \\ main living O (n \ -a5 \ ' . ci f \ (j) W ILL) 0._ eN 1'-10 3/4" \ • 0 0 main closet \E 4 110 0 \ B2 , ixv� Q---- 1111.1.111111111: \\I o 4'-1" , % 4-6 0 5-3 1/2 3-7 0 0 i , \ C passive LI L — - /_ _ \ air inlet / - , \ powder 2x6 wall - > CJ � 2x6wall - - 3'-11/2" {/: - -/ I o OI main entry \ • 4' '7 room -- ' — W .E O ,....,- a . . I o b \ • 2'-6" 6'-10" she\{ — c� �/ . / •25 1 II �, „ i� ovens o ° ,_vvrenfe N 7,.6112„ eC ha�� _ \ M o - �' 'N ,�61l2 Wd Q . v •ir)Lrn p. try elevator 114„ 2 �• \®\�\�� \®\� \® N - - / 1 J ,N _ N, �' Inclinato Code 2 2X6 wall 1�$ \�\�\���\�\��®\�\� = \ o - / _ dog bowlsIIIIMMI -• ia, \�\� , Y - / Munder counter I� _ •- L.I E1 �� - - __JP �? ♦,,,h4\��®,�!®\�\� Air 3'-�11 \ 0 / - / , " 2x6 wall no - ----gb,i 0 Ist. \l����� 11 laundryroom 181R coat cl. oUr) 2 - ' / 2x6 wall 2' ea. trOad 11" run co \ �-— �, �O - Z -- � --8. ` -- — entry \ ~ � \ \ E I \ 4 wd. shade screen \ Lai entry planter \ patio ` L D ___IN_ � = '��� � �• shoe bench � rY I d .� \II> 4-0 1/2 counter �. • \ /<( - - - — - — - — - — - — - — - — - — - - — - — - — - - - — - — — -cr) rn - - - - - - - - - - - — - L hose bib �, j \ /k 6„ \ 11, 6„ '� �' ��' 6 12 -- planter ` do wash 2x6 wall CI co M g mud room - \\ -- i - \` \` o < hooks _ - - - — - - — - — - — - — - — - — - — - - - — - - — - — - - — - — - — - — - — - — - - — - — - — - -O \ B1 r—$-- 4,-8„ — :T_—J- - r g1 \ ` \ '� w landscape stairs clr. ¢ - 10'-8" �2'-5 1/2" 2x6 wall �\ / \ 24,-11 112" \ w c%� \ / I roof eave above Q 1 \ / 4 v 0 \ / _N ii \ / O \ E I A / \ co conc. 0 4' \ / \ landing I \\ I // \ Permit Set Garage area G 630 sq ft \\ 1// driveway \\ 40 9-10-2021 \ a garage I CI \ PERMIT APPLICATION o conc. / I oo I 8-7-2021 u) stairs I / \ `- ti / \ 4 REVISION °' 1'-3" U / \ 1 9-10-2021 Q . / I \ \ L / \ \ a) / \ o I / \ \ X 0 o A L 5 / \ 0 window above, / \ 2 see elevations / \ \ o 1 for window# / \1 \ -- \ co conc. / \ I I stairs MAIN FLOOR PLAN o CH — ■ 1 - \ DRAWN BY: Your Name I walkway \ w \ QI I 11 I. \ CI EC O © 3 0wD L.„ N Main Floor Plan SCALE: 1/4" = 1'-0" 0 2' 4' 8' STAMP AREA—KEEP CLEAR SHEET PRINT DATE: 9/10/21 /Users/SA1/Dropbox(Stoner Architects)/Stoner Architects Team Folder/*ACTIVE CLIENTS-JOE/VanSickle-20/01-ArchiCAD ModelNanSickle 2021-09-10 CD Set.pin 0 „p_s RE r/14, . . � lj j, n I \ s ON �� �� I \ I \ I \ I \ y CO 0 I 4D 1 \ ' \ I \ \ \ \ ' I \ \ I I \ I \ ° I I \ IV \ 612 PN \ I I 2'-6" I ' I ` Cn m I \ rn _ I � Iv_ I I I---c— J I I \ I — - — - — - — - — - — - — - — - — - — - 0 I , 0 \ N \ N 4PM. ` ' 1 I fn - .-Ailr O co ,�-. 0 I I \ d Z\,.Z a °\S \ NiIIIIMEr I I \ I n T ` m O — - - - - - - - - - —I- - - - - — - — - — - — - — - — - — - — \ — - — - — - — - — - - - - - — - — - — - — - — - — - — - — - allk .7,s 0 4111111.11M11.111& \ gir II _o I \ o ^ I I I \ cn N 62IV3 a -, \ VITO O7 I I r-I- O \ / D n - i cn \ i 1 I -0 o / I I O C \AD - / ' \ \ \ - / ' \ I I \ - / ' (D I 0 \ \ / - I \ \v \ ' o I \ , , _ � o Z 9 CO dO\S \ v \\ ' I \ N \ � ' los / \ \ \ - oo / / I I \ '---- \ \ / \ \ i - / I \ - I I \ \ \ I I \\ \` \ ov-,Z \ K \ \\ \ \ \ CAD N N \ \ \ i 01 i \ \ c< \ Iv \\ \ � \ = \ v I co p \ \ \ \ \ \ CD ( \ Z .Z CO 0Q \ - \ �, A \ \ \ \ \ Ot — \ V \ I \\" \ \\ / - - I \ \ � �\ I I I — - \ \ I \ i - - - - - - N � I I I I \ I I CON �\ \ 4.D 40 0. Stoner Architects LLC D D Z rn D . x _ mN X `� _ VA N S I C K L E RESIDE Ili C 2400 E BOSTON ST,UNIT 106 m O o ( = 11659 SEATTLE,WA 98112 D O D o REGISTERED TI z oo i TEL:206-284-2205 Bonnie VanSickle i - ry 1". ARCHITECT T r • 1 n O o z o - 3 010 Georgia PI info@stonerarch.com c O r--r MARK G.STONER > Z Z Anacortes WA 98221 STATE OF WASHINGTON www.stonerarch.com m © STONER ARCHITECTS U oE I- low CODEco _ ° R. - - 0 �v 4Lo r E ,w� AY i� {�� o a co 2 2 a m cn O O o o w A� 89� w`' � U o � I- • > 0 Wow 0 (>kFIELD 1, -I-1 U Z 4 LiUj O zzzz O CA(i)Q YLL aO F 0 2a cn ,+-1 B2 C2 height limit: 10' above average grade of pavement of adjacent segment of Georgia Place L 10' • 12 CV CV '2 / b o- W \ -iiim....._ "" 411111.11 0 0 / 0 % .1 : all r 7 - o- al average grade vement of adjacent 0 0 _I ii: -' __ a segment of Georgia ace .55') fu05 ,' - 0 �/ ® / %i — - 1 � -\ - � o O railing per IRC c > - - oii - 1 o L = f � - - - �- \ 0 Y N 00 (in —� main subfloor level —N. `� N �- - it �s-��_ --- __ __ __ % _ Ct — — - - railing per IRC I Q Point D 111. e >0) , CO IIIMMITIII elev = 210.61 ft N V U u)U 1=1 Point B - 2s 29 °-' ,� 0° ___i__1_46 c — ' a +-; W *C- CD ,...,, o elev = 205.83 ft _ Q o 1 Ai Railing per IRC 3 M L. - - -- El(71 — c� (E) avg. grade elev. 0 N MINN — --� -.L r I - 1 r — _ ti Cfl elev=203.96 ft - - — - — - — - — ® ����i... - - - - �i� - - -1 � - - � - - - — - — - — - — - — - — lowersubfloorlevel N (r)TD - 1E o — — _ �'� ; Y U Point 0 - ` 'III ► 1 i Mil 03> .4., elev = 194.38 ft — Point M 1 , elev = 193.88 fto 0 _--- litt ►� ►� d)-' 14i‘ 11 II° MIPIMIMIIIIIP-.411111111 4= TIUM* '...-1 -Witi 41 lirett \..4 .iTilik-_. 0.-- illi ill 00 -1111 ,_ . , 4 UJ N/ IP MIII110 k . i z _ 41=1111 iii u\ , 45 , 1 ilk *-- 1111W-11. %, )0.- 1 E 1 Permit Set U N 2 9-10-2021 o PERMIT APPLICATION 0 8-7-2021 u) O REVISION 0 / A 9-10-2021 1E U L Q L c o X o East Elevation A2 . 1 0_ SCALE: 1/4" = 1'-0" 0 2' 4' 8' Q F2 EAST ELEVATIONS 0 D DRAWN BY: Your Name N O 0, Li H Q 0 H z E d H w w 2 STAMP AREA-KEEP CLEAR U o E ul— low conE co _ 00 0' -o s = O . • Ail% 4, fl1H 7.� 1891 c V 2,) v) I- a 3 0 , 4 C O R�.g Uo Q, N O el'?„, eO D i133 • —. 4 V ;„-1 I Z 4 o� 0 W� WZ ZZ N U 0 Y W �a \ Y LL <0 QF O �co a co F co ,- Cr) 3 2 1 height limit: 10' above average grade of pavement of adjacent segment of Georgia Place = I Nommommow -----411111111111 W I ll O 0 = 17 i:= 0 A =1IlIIf5'"II..---------l"..--- . . 019 , on IIIMI Z O O O O % O % O % O 1 p % LU 08 11 �12 14 15 160 average grade of pavement of adjacent v �� O O7 I 1s 20 3 _ segment of Georgia Place 220.55' . • Mg • c O10 OM= / I _ tin 0 :=1/ i i -®III 1 m■ 1.. . �1 ®III 1 m■ . m■w� �� — ) .- W C1) - 1... 1 .. - m■ ®■ "., �"', mi i®ice �\\. - �j 00 - MEM _ _ _ _ _ _ _ _ _ _ _ _ m �= .�\\ - main subfloor level X C Q wii2 E_7""\ V\ CZ5 0 \\\\\\\,- > AMU cf) a i _ 11 \‘‘‘\ aa* ,ismnimilD , _ 'cT') 4 4 il. W •E c:::) " co 1=1M111.11Mir j cc)1 - -- Wa‘ \ IM\ ////z / mom mii‘ZallilL1 Imsk MR 1 < o aill" • 1 IL 5N 2 O 3 h\ � o • I � � c r ■ _ i_i` -, ., _ 0 a.— _ — e avg. 6a ft d@ elev. �� � � .9U) AIM I N Al / � - -` . tee■ _— —. _— _—i — — _i_ _ i ---- _I� _ - --- - _ lower subfloor level - - - - - mar.••••-rwrr�:••it�� . ���r•.-�r� ,•��.�am a•�,-�.,�n ��a�Fa� - - - - - - - ---- - - - , - - - - - ®■ ■ii■■iMiir" *.w i�.fl iifl _i�li _��i���, - . iMIIMiM■1Z■i — -- — - - - -- ---= IIIMPA Irm ® Point ■��s� s^Ai� �lL� �;�s����s ���i �� s�it�a�s�;�.—_!■ram Q lili WhrinViilil•.w� �� .11.11 a.11111 1�-�.■��A MO1.1��st—�1- ��I—�fir!I I.rii — -- — — elev = 205.04 ft --— U - 11144S, ___ _ _ _ __ _ _ _ O■!■I��IM1■O_iC��_C�' _'lM!N �'IM!�'����1•C�I M!N!�'� 1=1I=1NI■! II - - - - _ - 1111111111r, V.P--- ���\�!■.ICE�i���—��—i Jr- '' r�l��f '.'� ��a�r:fa1 - - - rl immuillim i iipprAllilli,--dri ilitik ii‹ a ..- , es 0. p ` N ---.11111--MIS liPli - 1 0-- . I. ii. in. 1- -44 o ,,,,„ WA:� � _- I, ��MI ---Jr? MI elev =P 9I 29�t L. � 23'-9"fr � vim IF° 1 „di, _111411. 1�� _ 4 „1 ism .c.i , *,i11 -------- _____w_L---•._ ,. ...._ w Will" kolok 1111INI A__.......,_ ii.- .4 .h.,_ ______ ite ii...ile 4111, i.___‘ ...--• - k _Will \-- - _ilk ,_____4410......_ \-- _A , , ?,, _....,\ I ,40,,iite in Point L _ ---A\ ls. ` �1 -Miii 1 ki, ...4111111111W I o -.84 ---WEIMI * elev = 195.80 ft r , Milli...._ � 1,ill ��� '4411111L Vf I 1 Point Nlikir___ �� 1111.1111.13 � " CM A111T 111.--WillAlline ill -'1--- 1_ftli VII NalltiMblIrt _iik 4 vtiffamafit = 193.05 ft iiIIIIIIIII ,_ ar°i ,aig _,, ,,,,,,m timaigiar Aviptailli H 0 it flit Permit Set Rockeries over 4' or 9 io zozi Q containing a PERMIT APPLICATION o surcharge require s- -zozi u) engineering. N REVISION aa) 10 9-10-2021 Q a) uo O o A 2 . 2 Q 0 North Elevation NORTH ELEVATION j SCALE: 1/4" = 1'-0" 0 2' 4' 8' DRAWN BY: Your Name N C w H Q 0 H z Ee a H w w = STAMP AREA—KEEP CLEAR U o E Ul FOg CODE C0 _ ‘.7100 o - s = fl1HQ y� r,1891 A,� V o '' a 3 O N. 4CoR' 6o Q, N 3 O -" `�,FIELD v-- 4 V ;„ I Z OF W� W�O ZZ N U O Y ix QF O 2Q F co V J height limit: 10' above average grade of pavement of adjacent C1 B1 A segment of Georgia Place ° E•.— E•• - 2 W 1111 22 0 23 / 24 MON IIMI — 0 average grade of pavement of 21 II II[-II� 171 adjacent segment of Georgia Place .; ° (220.55') III�A I Mliii �i ` b I - - — 0 -- - I in c railing per IRCnMIVel mosigisoiw ~I t-- - - - ,±1 ....ii-i.i1■1/D i mi ll •_iiIt_•!11±____ WImmaimmco i'''' I mm m111r- /A''' ,"7 .= //ele = 217.92 ft v rc main subfloor level ,, - = 1 4 jorp— _ i%��/ cz, c > a) inip. , . 1.- . =c = =I c:, 0 cv,) _ _____ a 7 - - - iii--1 = =al / / •_ W E ' , )- t railing per IRC — d lbo O U AO I = mr-rw,„,YT —I cin `-r) 2 7,___1\\\ /� Point H 117 o -� Ill el/ - 210.71ft o = - — 36 // 37 �I IGl% //// N ,..,, _ M 2� M Li o L I Handrail required at v �E�avg.�rade elev. \\ �= IIW _ ' Tom, exterior stairs. TD elev=203.96 ft �� co T_�\� --- --- - - _-- //���/ / // (1) lower subfloor level - - -\� - - - - - -- `—" --- - - = - 1 _ -_ i i��i �ii i �ii�� _ i AV i i _ Aor - — - - - - - - - - p N Z Fr I - Point J / Q ` �� elev = 202.94 ft / l< O O , > 71101114o (7) V��cz I 1 W I z �.�II�� ce/, w U w o A/ a 0 0 u_ E co H West Elevation Permit Set U SCALE: 1/4" = 1'-0" 0 2' 4' 8' 9-10-2021 U II Q PERMIT APPLICATION 0 8-7-2021 N REVISION ai 10 9-10-2021 U Q a] C I A2 . 3 WEST ELEVATION 0 co D DRAWN BY: Your Name N O w H Q 0 H z Ec a H w w = v) STAMP AREA—KEEP CLEAR U o I Lrl low CODEcO oI . • A pee y, z es' �Allialk -I—) 1891 6 . -"FIELD 114' `-, 4 u Z W� W� Z Z N U O Y W waNYLL <O QF O �co a co F co V J 4 5 Ui height limit: 10' above average grade of pavement 0........... of adjacent segment of Georgia Place 12 1 lilo.1 PM 0 set window to top of conc. I -- III i � � � � � � ili � � � � � � ili � � � 0 II II II II II 1 IL 1 1 i iji , tin average grade of pavement of adjacent 1 ] / _ N segment of Georgia Place 220.55' I W ed 9 9 ) i . 5111 02 os o408 a, IX ,._. < / alliiiiiii. 1=41711.1° i i ip :- cz5 0 Point G E 0W °' ) °' Q / elev = 217.58ft _� / __ __ � '� c / %%/o� ���� - _ — - — T _ main subfloor level o o co - — - — - — - — - � - 0� — _____ - — M �- -- - 'MI - — � - — - - - - — - - - - - - - - • -__ _- -?_ — _ _- - - - - - - - - - - , - - - - - - - - - - M GCS Point E /0 r7i Moelev = 214.93ft N / (.)NN (n M-1coUI) TD Q / Z Point CjEjay ._grade elev. Qelev = 206.92fto / � elev=203.96 ftl< a _ — _ — _ — _ — _ _ _ _ A _ _ _ — _ — — _ — _ lower subfloor level U_ 3 C Point A Point Q 1 elev = 202.33 ft elev = 198.32 ft Point P Z // //�® elev = 197.72 ft jz / w / J C w E C o Z 0 South Elevation E SCALE: 1/4" = 1'-0" 0 2' 4' 8' co U Permit Set U E 9-10-2021 U Q PERMIT APPLICATION 0 8-7-2021 u) (-7i REVISION aa) 10 9-10-2021 1E U Q c O V/ 0 _. A2 . 4 Q O 0 SOUTH ELEVATION 0 co D DRAWN BY: Your Name N O LU H Q 0 H z Ec a H w w 2 LA STAMP AREA—KEEP CLEAR LID C2 CD U E u �QFORcon�co overframe eaves on top of main roof framing and sheathing, typ. — _ o ,, /!- _ C/J cn ry W I .� m l- o z A4.3 I 1 ....,.i0::::,.;.;®.���__--- 12 roof cricket C� W __ N V �1, 891 R���oz I ��a►�O_��®•��•;•e�:;�;���•�-•�•00:•�Dv� 2 �O O >,Se,, t_o_wallplate - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - !_ i..._...,.�e�,�_-®o;: •:=�i.._ 12 ________i, „_____,Ti, A4.2 U larralillii_. • inul'"-- _[if' ii.11 — _.... -,-- _ — . — __ �i�..- �-I z -rll II: zz deck on pedestals �]I iI Ilii exposed wide flange bm W a II .ram— u. IM�I �_!��I stl i e columnsW °© 0 .a.a. i„. p pip w A4.2 A4.2 _______ � I l�I I A4.2 1 =.11.1.--Lx., iruiro7iiii-- iiii 1 1. t.o. subfloorl_e_ - 7:1 _7,---:1-—7 ---; , _... ._ , _ , __ “: .7 t.o. deck subfloor - I I �►= 1 - Rockeries over 4' or s2 it / containing a A4.2 — wAii cy) 1 ) _ , El 11 surcharge require M exposed wide flange bm l 1'1 engineering. , lower living wine room stl pipe columns 0 • 0 II , : II 11- ° il • p original grade 0 � � °t.o. slab I 11 y Z rockery retaining walls ,/ / ' ' , , . 7 ,& t_o_retaining wall — _ — _ — _ — _ _ I. / // W . j/j Q 0.4 r!. (1) % � ailni re/17 c I r , ' ° • , ' ° • , ' W •— co j cm c / o ch Section N-S Entry0 o N @ o ASCALE: 1/4" = 1'-0" 0 2' 4' g' — -0 D V l 0 z 0 a 0 Q 0 overframe eaves on top of main roof framing and sheathing, typ. N Y 1 2 (3) 0 5'-2" 23'-9" a) o 0 0 7 u) 12 in t.o. wall plate — •® ®®.� __—_ in fc Z _ 0 D J 1 n n m _col' (a ,� Permit Set 10 0 A4.1 v� garage E ` 9-10-2021 I a 9 o railing per IRC 10 c Zr) Zv p A4.2 �� PERMIT APPLICATION c 8-7-2021 n 00 M ' \t, \ ' _ ® railing per IRC REVISION a? d� M — — / 7 10 9-10-2021 Q t.o. slab - - I i _ • — - - _ — - _ L - - - - - .. ° ° ° - _ - - - - - - - - - - - - - - - - - - - - - - in ye/ ° b,:‘;,,e1 ° _\Tis7z7 u) , , o ) ( ° . ., ___, _ . _ ,- x , 0 _. /v / A3 . 1 �, ���( � SECTIONS A &/4//'l /0 r j ° ° original grade / / DRAWN BY: Your Name N O w H 0 z d j w W 2 N Section E-W @ Garage BSCALE: 1/4" = 1'-0" 0 2' 4' 8' STAMP AREA—KEEP CLEAR 4 U o E w lowconEca� 11'-6" - r . s - (Q -�A . O es GJ Q ,w4 G1TI'itc �' z v m o 0 . - t' •.,, �] N U L� 1' Co I ®•i•••�®�� ®®•i•••�®•i•••�® ® ®®�i���i®® ® ® ®® ® ®® ® ®® ® ®®�i����®�i���iO���i����®�i����®�i����® ® ®®�i����®�i����®�i����®�i���®®�i����®�i����® ® ®® ® ®® ® ®® ® ®® ® ®® ® ®® ® ®® ® ®® ® ®® ® ®® ® ®®i�i���i®®i�i����®�i�0 ® ®�®®i�i���i®®i�i���i®Oi� O l . .... . ..� . .... . .... . �® . ....... � ®. ® . ® . ® . ® . .... . ............. . .... . .... . �® . .... . .... . .... . .... . .... . .... . ® . �� . ® . ® . ® . ® . ® . ® . ® . ® . �� ................ . ....�. ��:........................ CD •sl- �4uFIELD Se . .. .. - ., . . - . - .. • .. I- - t.o. wall plate • - - - - ® ! L • LI L _ •� • _ m__,.: V ill 4, IU MP _ .. PI laI ENE 1 I: -.P main bath main bedroom 1 I� liven dinin kitchen ��� �■i I III —� ■ - ___ a 17 iii g moo g o0 o II■ ■ ' ■ — ii ■I I '��\ \� [III L1,711.. , .-_- _ _ -- --_IFF ■ ■�t.o. subfloor — -- 1 i t!— — �I 11 \\ �� um �I�Ir� �� i ����5��ii_:.,,mr. III i �_ r 4 • 1 i MAE 1 IV J - 411=0 .1. IIMAI ;O/ .11 ' - '�i L_ lower hall bedroom 1 1173 . lower living , � � , �� IliI r_r��� ,.ram a ■ �= .FPI �� ���,�{ I ��ii iii # WI la rI : 1 Fr I�0 t.o. slab a - - - = . U L.,....-11MI � �.�T�i�.���ara ■� ��■�� ■ �I■ -' I ZZ - -� I s xer I I yZ.., t.o. retainin wall = 1H-- W / 121 er CO / original grade llI r— , / W ci) _ ix u (.1: C:5 , ', erfr 013 c , W .c 0 1.— o m — CSection E-W SCALE: 1/4" = 1' 0" 0 2' 4' 8' rn o N 0 N N U iiii Cn C U114) co O 2 dome skylights Z E 3 A4.3 E III‹ N 0 3 I 1 > A4.3 I 1/2 12 _ - i _ alb w — t.o. wallplate - - - - - - - _ -4.I I I I I I%h h.... L _n l ll U 11 11 Il 11 Il I 11 11 11 1 0 co garage mud room 0, co \ Open (I , 0 40B- -.-- .- - _ _ _ _ _ _ _ _ o Permit Set o o ® co7 /� 9 10 2021 E C? N i' _ _ - - L _ - _ I - _ __ PERMIT APPLICATION t.o. subfloor .� ~ — - - — - O i - — - — - .-I`_ ° ice— . - =� - - �� �� - - - - - - - - - - = - - - - - _'— __ - - - - - - — 8-7-2021 T u) I 1 0 ] -7JC_l_IL1_ _ i- _ 1►1``-- JAIL I REVISION E 12 ° / 1 9-10-2021 Q A4.2 i� 10 /.j /:," c A4.30 bathroom 1 mechanical & storage co ! A 3 ■ 2 ci ,2 / , SECTIONS C & D on final rade /r 9 9 //ftt.o. Slab _ _ G — irr —/A, A. , _ _ — _ — _ — _ — _ DRAWN BY: Your Name N / ° / Z %° H / /, , , w /////, A . / Section @Skylight DSCALE: 1/4" = 1'-0" 0 2' 4' 8' STAMP AREA-KEEP CLEAR Y Y Y o u © �,------ —, dome skylights B1 A v W FORcon� o A4.1 , \ 4 ? 00 o g •`'4' CAlli'' 41 .i.. 1�-��i0'�i-_:--- I 12 ® I 4 CID Z esi J o Alta, t.o. wall plate - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � _ %�:�:;:-trl 2 A4.3 =- Ill I A4.3 00 0 O [�w .... -- II I 11-1 V -----::::-----,------..--,_, \___ ,L, CD cs,J.si- 0 l Jl 41 V — ;�'� 'III ououmuiiuiouiiumuiiuiouiiumuiiumuiiumuiiumuiiumiiniuuuiouuumuuuiouuuuiuuuiouuuuiuuuiouuuuiuiououi ���' �"� t7i o IICa Air ���OM. 1411ftli ---- -.4... III �� I 1, 14 N= o > IIL__ 1iØftiLii .! _II � t- 0 mud room i garage o `� ((ft 0)< . I MI .1, • milMil U V J ■iiimmilimimim=im■mui A4.3 1 I re-77777:5 2°re-777/177, f a _ �1 ■ i ■,f , t.o. subfloor7Aiw _ �� -1m • Io JAL - 1 — ° � . ° xxxxxxx>xxxxxxxx5cxx,xxxxxxxxxxn xxxxxxx nxxxxxxxxScxxxxxxxxx xxX21 ° // alli Li . . I '7 rf/7 /r#1 '7 'p ' '' /7. bedroom 1 closet 1 __ \ ; 7 I: C— tiI .o. slab ' 4 Wo s :_ :_�® _III• 1 Ii / - 7 rff7777//////////7 A " j murifil er f7iA 1 ___.. _ ......_4.. L ; _ . $ te •- i 2 it 1 CO 1 � Wir- - 1PM . i Illi 1 /7 /— ii I AlfA : 7 ■t '11 - 1 i . (7; ,,, lei Section Transverse Kitchen ILI c ,_ o o ■ /// SCALE: = 1'-0" 0 2' 4' 8' j co M CD 0 N 0 Y 32'-9 1/2" 21'-10" U 0.0 • co c C1 B1 A Ull) o , o , III‹ o _ _ --_•��-�.„.:♦�.�.-..--_ o mot LL1 - m-_I °.. _.z_.... 11 C 1 ll Am ; O �� 6 Z �� b MEN in 1.1 > ■ Imo' dining r'�T mud room J garage If!I. r�Izo. i. cc- o E I. ubfloor - - - - - - - - - - - - - - - - I� ���. �_����l�.� �I_I - -- -I__I' _ _ _ U o CO P. Ih i� ►� %/ ® Permit Set E T__ ".,Ela _ II J / lig 9 10 2021 ►/ tcr) - elev. A PERMIT APPLICATION o r - ° ► 8-7-2021 IiI ■lI - - °I REVISION bedroom 3 I hall ow1m,; - mech 1 9-10-2021 IIII ° ' ' — — I original grade ■ U = -_ A 3 • 3 Qlab - - - - - - - - - - - - - - - - - - - - - - - °ii: , , _. ! _ - [ - - ° - - - - - - - - - - - - - - - - - - - - - - - - - - - °°.'s� IIw � ° ����i _ - �// SECTIONS E & F ■i ���. uxx,xY.X�tuxxxxvixxx,cxxxxxyxy.xxxxxxxxxxxxxxxvxxx,,.xXxxSrxx„xx s:-:®®®:-:s®:-: v..-:-:-:®®-.-:-:-®®-..-: a IIra'-•1 1 1 1 ° ADRAWN BY: Your Name N 0 ./., cs 0 ------ -----"N\ Z original grade W W Section @ Elevator FSCALE: 1/4" = 1'-0" 0 2' 4' 8' STAMP AREA—KEEP CLEAR Metal head flashing w/ drip Metal head flashing w/ drip U o u edge integrated into weather edge integrated into weather z o E °• w �QFORconEcon resistive barrier resistive barrier N 5 _ ' Q .1- U G1=� {'� 1 1/4" wide wood head trim 1 1/4" wide wood head trim o w o c a set 1/2" proud of face of set 1/2" proud of face of CID - o siding 1 siding -I—) m W 0 o ( 1-_, H W �� 89� �`' � - - — - — - - - — - - — - — - — - -\ / - - — - — - - V^ g ._ i p I ei'1bFIELor-4 •`—4 1 1/4" wide wood trim Z set 1/2" proud of face of 2x6 overframed eave rafters 4 l . Z z sidingw/ rigid insul. btwn. �'I 0 y / a) wa �u. LL 1 1/4" wide wood trim set 1/2" metal ridge flashing w/ drip edge "� typ. non-vented I 2 W ' •••••••••••'•'��_—— ns u lated roof -cc, 1- proud of face of siding lx wood facia ••!'•=*:!:!:::;:;:;;i00':�����;;...-.� - standing assembly: -I' - standing seam metal CJ -=!.,.._—. iiiiiiiiii�iD-i—. roofing Align top of head trim ................._—•••••••••••••• T&G roof soffit ' _''!-�•!•!.•.'.O---r--------•.'.'.• - roof underlayment per Ms — manufr. - 1/2" sheathing nailbase At - 5 1/2" rigid insulation - roof sheathing per 1 1/4" wide wood sill trim set struct. proud of face of siding - TJI framing per struct 1/2" window system - R38 batt insulation - 5/8" gwb finished ceiling Ui Ext. Door & Window Trim typ. mainfloor assembly: 0 fyp. SCALE: 3/4" = 1' o" 0 1' 2' 3' - finish flooring glued to top of gyperete subfloor Z - 1 1/2" thick gyperete w/ Nominal width +8 3/4" for x4 int. trim embedded hydronic Nominal width + 12 3/4" for x6 int. trim heat tubing - 3/4" plywood subfloor Nominal width + 5" - TJI framing per struct. Patio pavers, slope 1/4" to 0 Nominal panel width drain away from building typ. exterior wall assembly: � � - 3/4" thick siding - attached to 3/4" COR-A-VENT - ____ __ (sn rainscreen furring strips r i�� j r- - Vaproshield weather resistive W N N I I I I I I barrier _7 2 I I I I I - sheathing per struct. U 0 1 1 1 1 1 — pan flashing under doorC.7) threshold to lap over - 2x6 woodd studs E Q foundation drainage mat - R21 batt insulation cz5 p - 1/2" GWB interior finish finished flooring main subfloor level V N ELEVATION - - - - - - - - - — C.) — C — O //t co ____ ____ R-21 batt insulation m , j c--r) r'z ' ° ° ° ° ° 4" conc. S.O.G. over 6 mil covering rimjoist and Q ° ° vapor barrier floor framing I ° ° ° ° . intersection w/ exterior 9m Wood door trim V 2" rigid R-10 insulation w/ 1\ wall thermal break at perimeter N . m ' o "8 recessed from face of ° °° C (.) 000r1C. foundation2" gravel base, min. g o 5/8" gwb ceiling ® " - ° ° °° ° conc. foundation wall per window and door T / ° struct. w/fluid applied R headers w/ R-10 miU) n 0j / waterproofing membrane on insulation / ° exterior surface o I ° I 5/4x wood top cap flush Z E1 ' ° foundation drainage mat with window sill, see Q ons for I A spec f cinterior eroom Iconditions ii< cs 1 0 I 0 I STUD WALL PLAN VIEW typ. furred wall c I assembly: > 1 Detail - Basement Door Threshold --n- • - - 2" rigid R-10 insulation o I Top of wainscoting cap 6 over conc. foundation SCALE: 1 1/2"= 1'-0" 0 6" 12" 18" wall anchorageper struct. : ' 1 �� •r► - 2x4 stud framing w/ Wainscoting framing • R-15 batt insulation w Int. ; between framing w i below I ... - 1/2" gwb finish surface o I I •• w :'G pt 2x furred wall sill I patio, slope 1/4" per ft to I I plate a 111II11II ��� ��, drain away from structure N / I I � 1 I Ay LL - _ _ _ _ _ _ _ _ _ ,11 ° 2 Worii lower subfloor level fnd wall - - - - - - - - - - - - - E Ext. 1 Top of conc. 4" conc. S.O.G. walkway, conc. foundation per - I slope 1/4" per ft to drain struct, w/fluid applied / �j ° �, waterproofing below ° j j Permit Set �, foundation wall away from building grade o P n exterior face, / typ. insulated S.O.G. assembly: 9-10-2021 L I with drainage mat - finish flooring a Continuous PT stud to extend to bottom of 2" gravel base typ. footing drain: ° - 6 mil vapor barriernc. PERMIT APPLICATION 0 4" rigid perf pipe, holes 8-2-2021 u) door opening, anchor down, sloped 1/4" per ft to lapped 1 ft at seams a I to side of concrete o Tapered thermal break minusl wabhedrock, line / di� ° ° ° . ° ° - 2" rigid R-10 cont. REVISION 1 buck-out trench and cover rock with insulation - 2" min crushed rock 10 9-10-2021 Int. ° ° 4" conc. S.O.G. over 6 mil filter fabric / 2" rigid R-10 thermal .1� ° ° ° . ° ° vapor barrier / break g ; edges an conditioned cn X0 FOUNDATION PLAN VIEW 2" R-10 continuous insul. Aareas A4 . 1 2 ° ° ° - 2" crushed rock base o Conc. +do °I. I°HF Conc.°onlyV . ° j-- - --DPI s fa_ceDL�onc.-_ ° can = ° j a) Ext. �' fnd wall ° DETAILS D 1(I) �' Width of stepped Expansion joint shoulder dependent on . ° N of door trim, ° widthYourDRAWN BY: Name overify - Wall Section < \ Insulated wainscoting 3 SCALE: = 1'-0" 0 1' 2' 4' a to cover base of 0 F- foundation z H UJ Lli N Foundation Door Buck-Outs 10 Detail - Garage Pedestrian Door Threshold \yp. SCALE: 3/4" = 1'-0" 0 1' 2' 3' SCALE: 1 1/2"= 1'-0" 0 6" 12" 18" STAMP AREA—KEEP CLEAR UE 3/4" plywood subfloor sloped o w 1/4" per foot min w/ pt 2x sill plate w/ mud _ o s s ~ 1/2" plywood nailbase w/ waterproof membrane under ptgasketxsand anchored sillw/ a c' H p Y pavers, coursed w/ door cY roofing undermanufacturer ayment per recessed anchor bolt per o a N 5 = a ce alow ° roofing manufacturer threshold flashing struct. - 4`4 ,,,k' Ali?, 4,,,m insAliblik rafters et 5 en rigid R-30 batt insulation g insulation between framing finished flooring entry pavers, verify paver N o thickness .Cl.� main subfloor level _ Metal drip edge flashing per _ — _ — _ — _ — _ — - — - o 0 `� 891 4C0 RLa 2" min. compacted gravel Z ���F�Lonsse� roofing manufr. _ � r o o ... —.--• :�❖mar '�� ��� ..��i•:�i�ai���i����i�� �•.yr���i� �.;p.�.;.►.;.;.;0.; — — NMI �! ��y� I c paving base w/ sand _.��.��� ���� .....�ippp�ip�.O�.p�p.9�. pt 2x4 ledger supporting • I / bedding top layer < w z 0 i�ii .... ..O..o. .0..... subfloor .-:•:tier•;••;•;•;•;.;.;.►.;.;.',.;0.;.;�.;.;•;•�•;•;•;•;:p;.W,.;ti.; 3/4" x 8 1/2 facia board ••p i `� .•:'iO�i�iiiiiiiii9pp.�Op. .i9.pp�pO. `-- a ♦pL________;.� ��0i��0���i �p'��i� ���`�0��i�O�i�Oi��y.�.90r00 1:�e!�' ° �-1 0 1-a .. ..O..O. .... .. .... .. ...�.�.,.�.;.�.�.o�.�.,.�.�....... tYp. main subfloor assembly l � , __ �;LL .0. ..9♦ ♦♦ ..9....O..�i. ..�i..0♦ .!:�•�•• I •O:•:O❖:•:�i❖:dig:•:�i❖'❖:•�•;•;�•;•.iO���,00i3Or�! Y LL * pt 2x ledger anchored to ~ O.O.. .O...e••- 2x facia edge nailer foundation wall per struct. ° ° �' ����® rzz 2x6 T&G soffit anchor bolts per struct. ° •• La / Cn 2x blocking per struct. — — 2yB / foundation drainage mat Steel wide flange beam per - struct. � , / 2" rigid R-10 insulation r�������it�n T� . / concrete foundation wall per • ///�. 5/4 x 4 ipe wood top cap ° ° . •O % struct., w/fluid applied • ..'•�� waterproofing membrane o.• W interior 2x4 wall w/ 1/2" gwb p•� o finish 2" x 1/2" steel flat stock 4 1/2" dia. round steel col. W ''' per struct. • W manufactured stainless steel • °' cable rail system W • a - Entry Floor Framing Detail - EntryRooF Eave and Beam M 30 6" 11 10 W SCALE: 1 Detail 1'-0" 0 6" W flashing cap over parapet • a wall, lap over building wrap pt 2x blocking supporting • and drainage membranes sloped drainage planes 5/4x6 ipe decking w/ W e _ concealed stainless steel • 0 5/4 x 6 ipe wood decking w/ pt 4x sleepers ripped to fastener system over • concealed stainless steel pedestal or pt 4x sleeper /21 finished flooring W fastener system slope - system �—�+ a 111111°M1111/iiiLli pt 4x sleepers ripped to ' (If) drainage slopeI — �r ��lfiCtJil�i finished flooring } W I 5/4x6 ipe decking w/ �_11��l► ; -0 o o r- concealed fastener system �-_ lir 0 0 0 ;=ter ; waterproof drainage _ — — lap door sill flashing overW 1 a' oN0 .. _�� membrane, lap and seal per 3/4" plywood sloped N t'' anes w/ deck drainage membrane ,v r __j_ al: 4 St.if i 4I _� manufr. waterproof drainelmembrane on /— C " i I; L : ► _ '— — �� � o 3/4" plywood drainage plane top ? typ. main floor assembly > ��� �! a� V _TI� W E o typ. insulated floor assembly — r- O pt 2x framing cut to support ` O O v m M _- j = sloped drainage planes <( cn 16 o _ typ. deck framing assembly typ. deck framing assembly pt 2x framing supporting 0 ift _ '~ w/ 3/4" plywood subfloor o 11 � sloped drainage plane o " g = per ft min to drain w/ _ 3/4" plywood, sloped 1/4"y j 5/8 wb soffit moisture . N rated = , waterproof drainage ~ 3x blocking per struct., paint 1.-7.=_ metal flashing w/ drip edge i i / membrane cn to match steel beam steel wide flange beam per 5/8" moisture-rated gwb 5/8" moisture-rated gwb U) ? typ. ext. wall assembly r. • struct. soffit soffit o er = pt 2x ledger anchored to typ. �i ii(iii iii/%iii iii iii i7 o struct. paint d t3x wood o match ? wall framing per struct. 0 • 0plate and bolt connection per • struct. 5/4 x 8 boral trim steel beam ? pt deck framing per struct w/ ii< 2steel wide flange beam per pt 3/4" plywood subfloor 0 4" dia. round steel pipe col. r„� ����-��� �����,�"'' struct. ' per struct. Y Detail - Deck Door Threshold 0 Detail - Deck Railing c0a 0 6" 12" 1 S" 0 6 12" 18" > SCALE: 1 1(2"= 1'0" w SCALE: 1 1/2"= 1.-0" 4 1/2" diameter round steel col. per struct. 0 v) z w 0 u., typ. exterior wall assembly i= 00 a �� u_ garage door �� o 0 o on _ Permit Set ENOTE: Retaining wall railing grade ov4" conc. er2"g rigid e bsulation — — 9rmit zi not shown for clarity over 2" gravel base, min. 2 steel column base support per Struct.'a slope PERMIT APPLICATION 2 slab drain oudtward ffrom e of garagetotyp. REVISION s-�-zo 21 main floor assembly door 9-10-2021 co 0 o steel col. base connection tc R21 batt insulation a top of conc. wall per struct, expansion joint P - -$111111.1. t 0 % / i 2J concrete plinth per struct. �� '�� s—di A4 . 2 ® 5/8" GWB ceiling 2 cn o 1 ; ° 4" conc. driveway over 2" 2 ° . patio pavers L j gravel base, min., slope 1/4" . '!'�� DETAILS a per ft to drain •i°•'•'dbti'•:�•02b2'•:d�, j v and anchorage per struct. . �A - �:�tii. PT 2x6 sill plate w/ gasket Cl) � �i� �������. conc. retainingwallper col. footing per struct. / �� / �:� i 1/2" GWB over 2x6 stud wall DRAWN BY: Your Name �� - struct. n thickened slab edge to / — w/ R21 batt insul. / footing _ ��i ° / C / •�0� 2" R10 rigid insul. N ° ° / ° ° i®� fined earth I •' 0 retained / , 8" conc. foundation per typ. footing drain *4 struct. 0 ° 13 / / H ° z I w i- Detail - Garage Slab Edge Detail - Deck Column and Beam Detail - Framing Floor, Wall, Foundation Bathroom Column & Beam 7 �12 0 12" '$" Detail - Master Ba ) o 12" 18' SCALE: 1 1/2"= 1' o° `r 5 0 6" 12" 18" O/ SCALE: 1 1/2"= 1'-0" SCALE: 1 1/2"= 1'0" SCALE: 1 1/2"= 1'-0" `f �" ` STAMP AREA—KEEP CLEAR U o E uH //%/%//%%//E 2" metal cap flashing w/ drip z o E 0 E- �QFoWcoDEco n hemmed edges 0 v 5 u ,w4 AY i� {�� o a, v a m = ' CID o gi y c,, 2x6 eave framing per struct, _ U W o 891 �' fit 5 1/2" rigid insulation = 2x6 parapet wall, continue g F- `QCOR� ° metal flashing w/ drip edge �, between framing siding sheathing -E--� O , ee • •••••••••••••••�•• -� and on N kFIELo S ,.,.,.,.,.,.,.,.,.,.,.,.,.,.,., T exterior face, add siding to • O❖.•.O❖O❖00❖O❖00❖•:•:•... interior face 00.000000000000000000000000.0:•.- . roofing over roof :::::::::::::::::::::::::::�:�:�:�:�:�:�:�:�:❖:�:❖:•..... underlayment per manufr, 3/4" x 8 1/2 wood facia :0•Oo000o0000000000000o000b00:•OOo000o000bO0oO.r❖:' .`�rsl over 1/2" plywood nail base I V p metal flashing cap w/ drip z lIi•••e••,• ���-000:00:000:00:0:0:00:000:00:00+ OOiO:. — per struct. ! 00,„ /%/,L �"� W o edges ea side c,.................................�..................... �� tapered corner blocking W Z Z •��.�ilpiiiiiiiiiiiiiiiiiiiiii•••iiiiiiiiiiiiiiiiiiiiiiiiii•:•:�i -111111111111111116...— ���.li!•iii_•iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii•:•��- — ► N U o= •••••••�-!•'•!•��!i!%iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii••• typ. parapet wall assembly ;•-I W a ••e—•..._ .::::;:0;:;:00;:;:0;:;:;:0;:;:0;:0;:;:;:;:0;:;:;:0;:;:0;:;:;:0;:;:0;:000;:;:0;•;:00•:•:• -� flat roof membrane n e = with siding Q� ! 4ii o LL 2x6 blocking for facia ...._,••❖•❖. . . . . . . . . . . . . . . . . . . . . . . .�. _ g pp •.1!•!•�•!•'•'''=!:::�0000000000000:�0:0�00:�00000000000:0 = �� Q w su ort ••••••a:000000000000.•000000000000000. insulated roof assembly: Q 21- --�-••••••,•ppppppp•❖••p••• - membrane roofing per `.- < ���_ • i manufr. 2x6 T&G soffit - - ��� T _ - 3/4" plywood roof _ I _ _ sheathing _ _ _ _ - 11 7/8" TJI framing per struct. - 2" R10 closed-cell spray - typ. insulated roof assembly _ foam insulation typ. insulated roof assembly / I - - R28 batt insulation in rest I IL of framing cavity - 5/8" gwb ceiling tll s ill metal flashing to course over L / roofing typ. ext. wall assembly typ. ext. wall assembly :':':•O:':•00:':•O:':•00:':•O:':•00:':•O:':•00:':•O:':•O ' k k -yr: •OOOpOOpO00pOOpO00pOOpO00pOOpO00p00 ------�� Detail - Roof Eave Detail - Parapet Wall -� k (..) 1 0 6" 12" 18" 0 6" 12" 18" SCALE: 11/2"= 1'-0" SCALE: 11/2"= 1'-0" typ. insulated roof assembly Z it W 0 / Ir ;___------,- -,-- 5/8" type X gwb ceiling typ. ext. wall assembly T = r- 1/2" gwb WU) ILL) N N _ = typ. ext. wall assembly - 2x6 stud wall w/ R21 batt U — id _, i finish flooring = = insulation � °tIVJ Q _ ... 1/2" sheathingper struct. C typ. ext. wall assembly _� % �„ ��������� = R38 batt insulation — +- Q IA _ 5/8" type X gwb O ,,, ,-,., 2 cn = i= _ . uU = = Q o - ill A typ. insulated floor assembly - o - = I i I = TJI ceiling framing per N = 5/4 wood wainscoting cap w/ 0 - Y _ 3/4" overhang _ :Sir _ struct. U 0.0 Ar I _ fr„, , ,, = metal flashing w/ drip edge U) __ 0 2 ° 5/8" moisture-rated gwb 0 3/4"� ;�;�;� soffit z 0 ;;; 5/4x8 boral trim Q 2" rigid R-10 insulationii< ►•'O:• 5/4x8 boral trim o ��;�; _ 5/8" moisture-rated gwb o :�i•' - 2x4 studs w/ R-15 batt insul. soffit 0 II ►:• _ metal flashing w/ drip edge CT)U 0IIIIco , = 1/2" gwb 0 ►:> a) ir ': Detail - Soffit Edge 7 Detail - Mudroom Soffit Detail Detail - Roof to Parapet Wall c�7 8 ►����� = 4 0 6" 12" 18" I 0 6" 12" 18" 0 6" 12" 18" z :. I _ SCALE: 1 1/2"= 1'0" SCALE: 1 1/2"= 1'-0" SCALE: 1 1/2"= 1'-0" w c ►iii = o a) �i%% ;�;�;� D�AA�\3 SPREE typ. non-vented insulated E 'f i•00 typ. insulated S.O.G. roof assembly ', •c ��• assembly o co insulated interior wall s ►pp; assembly: , typ. ext. wall assembly E �;�; �_ - 2x6 stud framing 5 _ H 11 ►••'•• = - R21 Batt insulation metal valley flashing ►�.�.� finished flooring (0 ��� ° • ° - shear sheathing per struct. •�-- A coursed with roofing and Permit Set ►.O•. _ - 1/2 gwb finish surfaces ea .pp;.p;.;•..,•�.--- wall siding ►•• g ♦••••••••••�.. ►•ii• ° / / r side ♦••••••••••••�••� 9 10 2021 iiiiiiiiiiiiiiiiii❖:❖:• C ; : conc. foundation per struct. / — '. '❖:• ° / .. _ expansion joint ..........�.�.�.�.�.�.�.�.�.�.�.�.�.�:� PERMIT APPLICATION ••• �5 ..�••••••••••••••••••••. 8-7-2021 o ►•• i •.�e••••••••••••••••�.1 ° ° ° ° �,�,�• ° ° patio pavers, slope 1/4 per o o '° paving over sand bed and 2" o a �� � . REVISION ® ° © �;�;�; ft to drain away from min thickness gravel base, ° 4" conc. S.O.G. over 6 mil ►❖•• structure ° ° slope 1/4" per ft to drain vapor barrier • ♦••i••••••••i••iii• ° ° ° ° ° ° ° 000 ° ° ° ° ° ° ................... ° ° .•O J away from structure p � 9-10-2021 allL ❖.•. ° .❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.•. i 2 rigid R-10 insulation . L a o, 1 000 --- •�•�•�•••••••••••••••••• g A° ° o o 2" min. crushed rock base 5 X / ���; lap threshold flashing over ° ;�;�; r $ ° ° fluid applied waterproofing ° ppp drainage mat ° ° ° ° :�:�: A4 . 3 3 o ° • ° membrane under drainage ° ;�;�;� ° ° ° ° ° �;�;� ��1.� � o ° ° ° mat ° ° ° °° ° ;•00 ° ° Op;• foundation drainage mat ♦••� �' ° ° ° ° -- - ° > i°) ° ° •;•;• foundation drainage mat -- ;°� ° :;:;: 2" rigid R-10 insulation overmil DETAILS ca ° ° . ° .❖•, `{ fluid applied waterproofing 5/8" gwb ceiling D ° ° ° ° ° ° ;.;.; •;•;• membrane 1 ° 00: 2" rigid R-10 insulation ❖.• .❖. beam per struct. / ..:. :.:.: conc. foundation wall per I DRAWN BY: Your Name : ,A N fluid appliedwaterproofing . struct. O'O concrete foundation per ;•;•., ❖.• continuous 1/2" gwb to wrap w ° •�•p� structA . �•�•� ..., ° ., typ. main floor assembly beam A H SLALL z H w = Detail - Insulated Basement Wainscoting Detail - Mudroom Door Threshold Detail - Garage Wall to Foundation Detail - Roof to Parapet Valley SCALE: 11/2"= 1'-0' = 6=2 18" 10SCALE: 11/2"- 1'-0" 0 6=2" 18" SCALE: 11/2"= 1'-0" 6" 12" 18" SCALE: 11/2"= 1'-0" 0 6" 12" 18" STAMP AREA—KEEP CLEAR DOOR SCHEDULE - Exterior WINDOW SCHEDULE U E H o oFORconEco ID W H Type Glass Type Area Notes ID W H Head Hght Type Glass Type Area Notes _ " N F.F �k' Ake,Y 0 e, {�, A 3'-6" 7'-0" Swing Clear; Tempered 24.50 01 2'-0" 7'-0" 7'-0" Fixed Clear; Tempered 14.00 front door side lite z w o Q m ce 7. ak B 2'-8" 7'-0" Swing Clear; Tempered 18.67 full lite 02 4'-0" 5'-6" 7'-0" Awning; Fixed Clear 22.00 -� o r o o %,4 el o R1891 �w�o� C 7'-6" 7'-0" Slider Clear; Tempered 52.50 03 4'-0" 5'-6" 7'-0" Awning; Fixed Clear 22.00 3 0 �. --FIELo - D 2'-8" 7'-0" Swing Clear; Tempered 18.67 full lite w/ side lite and glass transom 04 4'-0" 5'-6" 7'-0" Awning; Fixed Clear 22.00 •'-i 4 E 2'-8" 7'-0" Swing Clear; Tempered 18.67 full lite 05 2'-0" 2'-4" 7'-0" Casement Clear 4.67 F 18 -0 9 -0 Overhead Tempered; Etched 162.00 mtl. garage door w/ glass lites 06 2 -0 7'-0" 9 -0 Casement; Transom Clear 14.00 WI- W, G 2'-8" 7'-0" Swing Clear; Tempered 18.67 half lite 07 7'-0" 5'-0" 7'-0" Casement; Fixed Clear 35.00 (1)�..� °a �a ` t1"LL H 7'-6" 7'-0" Slider Clear; Tempered 52.50 08 7'-0" 1 '-9" 9'-0" Fixed; Transom Clear 12.25 0 J 2'-8" 7'-0" Swing Clear; Tempered 18.67 full lite 09 2'-0" 7'-0" 9'-0" Casement; Transom Clear 14.00 0 g 384.85 sq ft 10 6'-0" 5'-0" 7'-0" Casement; Fixed Clear 30.00 j C ) 11 6'-0" 1 '-9" 9'-0" Fixed; Transom Clear 10.50 12 2'-10" 1 '-9" 9'-0" Fixed; Transom Clear 4.96 above door DOOR SCHEDULE - Interior 13 7'-6" 5'-6" 7'-0" Casement; Fixed Clear 41 .25 ID W H Type Glass Type Area Notes 14 7'-6" 1 '-9" 9'-0" Fixed; Transom Clear 13.13 15 7'-6" 1 '-9" 9'-0" Fixed; Transom Clear 13.13 above slider door iA 2'-6" 7'-0" Swing 17.50 16 7'-3 1 /2" 1 '-9" 9'-0" Fixed; Transom Clear 12.76 above slider door iB 2'-10" 7'-0" Swing 19.83 17 4'-6" 3'-2" 12'-2" Fixed; Transom Clear 14.25 mulled together w/ other kitchen units iC 2'-6" 7'-0" Swing 17.50 iD 3'-0" 7'-0" Pocket 21 .00 18 10'-0" 6'-0" 9'-0" Casement; Fixed Clear 60.00 mulled together w/ other kitchen units iE 2'-2" 7'-0" Swing Clear; Tempered 15.17 shower door 19 7'-6" 3'-6" 12'-6" Fixed; Transom Clear 26.25 mulled together w/ other kitchen units iF 3'-0" 6'-8" Swing 20.00 elevator door 20 2'-0" 6'-0" 9'-0" Fixed Clear 12.00 mulled together w/ other kitchen units iG 2'-8" 7'-0" Swing 18.67 21 3'-6" 6'-0" 9'-0" Casement; Fixed Clear 21 .00 mulled together w/ other kitchen units (.1) iH 4'-6" 7'-0" Double-Swing 31 .50 22 3'-6" 3'-6" 12'-6" Fixed; Transom Clear 12.25 mulled together w/ other kitchen units it 2'-10" 7'-0" Swing 19.83 23 5'-3" 2'-1 1 " 1 1 '-1 1 " Fixed; Transom Clear 15.31 mulled together w/ other kitchen units Z iJ 2'-10" 7'-0" Swing 19.83 24 5'-3" 2'-1 " 1 1 '-1 " Fixed; Transom Clear 10.94 mulled together w/ other kitchen units 25 2'-6" 3'-4" 7'-0" Casement Clear 8.33 iK 2'-10" 7'-0" Swing 19.83 iL 3'-0" 7'-0" Swing 21 .00 26 2'-6" 3'-4" 7'-0" Casement Clear 8.33 0 27 6'-0" 2'-0" 3" Fixed; Transom Clear 12.00 iM 3'-0" 6'-8" Swing 20.00 elevator door �--+ iN 2'-10" 7'-0" Swing 19.83 28 6'-0" 4'-4" 7'-0" Casement; Fixed Clear 26.00 (1) iO 5'-0" 7'-2 1 /4" Bypass 35.94 29 5'-0" 3'-0" 7'-0" Casement; Fixed Clear 15.00 T 7 _ N 30 3'-0" 7'-0" 7'-0" Fixed Clear; Tempered 21 .00 w _7 2 iP 3'-0" 7'-0" Double-Swing 21 .00 u iQ 2'-10" 7'-0" Swing Clear; Tempered 19.83 31 5'-6" 4'-4" 7'-0" Fixed Clear 23.83 c , < ,� 32 7'-6" 4'-4" 7'-0" Casement; Fixed Clear; Tempered 32.50 iR 2 -10 7'-0" Swing 19.83 > �,a� 33 7'-6" 4'-4" 7'-0" Casement; Fixed Clear; Tempered 32.50 cv V (..3 iS 2 -10 7'-0" Swing 19.83 W o O- Q 34 2'-6" 3'-4" 7'-0" Casement Clear; Tempered 8.33 0 0 u, iT 2'-6" 7'-0" Swing 17.50 o M iU 2'-8" 7'-0" Swing 18.67 35 4'-4" 5'-0" 7'-0" Fixed Clear; Tempered 21 .67 on Q 36 3'-6" 5'-0" 7'-0" Casement; Fixed Clear 17.50 9 N 37 2'-6" 3'-4" 7'-0" Casement Clear 8.33 N 0 0 38 2'-6" 3'-4" 7'-0" Casement Clear 8.33 701 .30 sq ft SKYLIGHT SCHEDULEU) TD ID W H Type Glass Type Area Notes Z 1E SK01 4'-0" 4'-0" Fixed Clear 16.00 SK02 4'-0" 4'-0" Fixed Clear 16.00 ii< 0 SK03 4'-0" 4'-0" Fixed Clear 16.00 0 48.00 sq ft C w g NOTES: Exterior glazing and doors must comply with WSEC 2018 and energy code options HEATING OPTION 1 (HEAT PUMP, ENERGY OPTIONS 2.1 (AIR z LEAKAGE CONTROL AND EFFICIENT VENTILATION), 3.6 (HIGH EFFICIENCY HVAC), 5.6 (EFFICIENT WATER HEATING). w_ w Window Manufacturer: Window manufacturer and product line TBD Skylight Manufacturer: Skylight manufacturer and product line TBD 0 a 0) 0 0 1 . All windows and glazed doors shall have a U-factor rating of U=0.30 max or better E co H 2. All overhead glazing and skylights shall have a U-factor of U=0.50 max or better Permit Set U 0 Q 3. All opaque exterior doors shall have a U-factor of U=0.20 max or better, with the exception of the single exempt exterior door 9-10-2021 PERMIT APPLICATION 0 4. Verify operation and opening direction with Plan and Elevation drawings 8-7-2021 N REVISION 5. Window sizes are rough opening dimensions 10 9-10-2021 1E U Q 6. Exterior door sizes are approximate and reflect design intent, verify actual sizes per manufacturer 0 7. Unless otherwise noted, align top of windows and doors such that head trim lines up, see elevation drawings for reference _. A5 . 1 0. 2 0 8. Interior door sizes are nominal panel dimensions u, Window and Door Schedules D DRAWN BY: Your Name N O w H Q 0 H z Ec a H w w = tn STAMP AREA-KEEP CLEAR General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS ,0g CODE co .4,ti�1TY 0 <,. CRITERIA QUALITY ASSURANCE STRUCTURAL 1. ALIT `' m;MANSHIP DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 11. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT 21. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL 34. MANUFACTURED LUMBER, PSL, LVL, AND LSL SHOWN ON PLAN ARE BASED PRODUCTS 41. WOOD FASTENERS 0 ENGINEERING DRd ,,, 1891 ,iw oz ATIONS, AND THE INTERNATIONAL BUILDING CODE (2018 SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER' S PUBLISHED MANUFACTURED BY THE WEYERHAEUSER CORPORATION IN ACCORDANCE WITH ICC-ES ED �', CoR �, ` CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL REPORT ESR-1387. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING 2124 Third Avenue-Suite loo-Seattle,WA 9812i -0FiF;LS)'�S RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND ON WHICH IT IS PLACED (3000 PSI MINIMUM). SPECIFICATIONS: p: 206.443.6212 ssfengineers.com 2. DESIGN LOADING CRITERIA: BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND PSL (2. OE WS) Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI 934 Broadway - Tacoma, WA 98402 RESIDENTIAL - ONE AND TWO-FAMILY DWELLINGS TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION ANCHORAGE LVL (2. 0E-2600FB WS) Fb = 2600 PSI, E = 2000 KSI, Fv = 285 PSI SIZE LENGTH DIAMETER p: 253.z84.947o ssfengineers.com FLOOR LIVE LOAD 40 PSF IS REQUIRED UNLESS NOTED OTHERWISE. LSL ( 1. 55E) Fb = 2325 PSI, E = 1550 KSI, Fv = 310 PSI 6d 2" 0. 113" io ROOF 22. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG-BOLT 2" WEDGE ANCHORS AS 8d 2-1/2" 0. 131" Copyright 2021 Swenson Say Faget-All Rights Reserved ROOF LIVE LOAD 25 PSF EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT ALTERNATE MANUFACTURED LUMBER MANUFACTURERS MAY BE USED SUBJECT TO REVIEW 10d 3" 0. 148" MISCELLANEOUS LOADS EPDXY GROUTED INSTALLATIONS PER MANUFACTURER CONFORMANCE TO ICC-ES REPORT NUMBER ESR-3037, INCLUDING MINIMUM EMBEDMENT AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE 12d 3-1/4" 0. 148" DECKS 1. 5 x AREA SERVED REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE MANUFACTURER' S PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST HANGERS AND 16d BOX 3-1/2" 0. 135" D• ENVIRONMENTAL LOADS PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO OTHER HARDWARE SPECIFIED ON PLANS, OR ALTERNATE HANGERS AND HARDWARE SHALL . `�` coWAs, �,d SNOW Ce=1. 0, Is=1. 0, Ct=1. 1, Cs=1. 0, Pg=25 PSF, Pf=20 PSF TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE, SUBMITTED FOR REVIEW AND APPROVAL. SUBSTITUTED ITEMS SHALL HAVE ICC-ES IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT ' f�'� r1 ; `et% WIND GCpi=0. 18, 100 MPH, RISK CATEGORY II, EXPOSURE "C" REQUIREMENTS. HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION REPORT APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) / f EARTHQUAKE . . . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK INSTRUCTIONS. REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. FOR REVIEW AND APPROVAL. 4_458�_° h' LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF SITE CLASS=D, Ss=1. 138, Sds=0. 91, S 1=0. 404, SD 1=0. 511, Cs=O. 140 23. EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO -'�8'IOOAL Se` GEOTECHNICAL N I CAL NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE SDC D (DEFAULT), Ie=1. 0, R=6. 5 DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 12. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE MANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL ACCORDANCE WITH ICC-ES REPORT NO. ESR-2508. MINIMUM BASE MATERIAL DESIGN: DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR TEMPERATURE IS 50 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE 35. PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTS STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. SRW APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY MANUFACTURED BY THE WEYERHAEUSER CORPORATION, IN ACCORDANCE WITH ICC-ES ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. B. BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS DRAWN: SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE ANCHOR OR EMBEDDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE REPORT ESR-1157. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED N H D UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN CHECKED: ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18 BELOW ADJACENT ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. ALTERNATE MANUFACTURER' S PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST BD M FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR' S RISK. COLUMNS OR WALLS ABOVE. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD HANGERS AND OTHER HARDWARE SPECIFIED ON PLANS, OR ALTERNATE HANGERS AND PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND APPROVED: INSTALLATIONS. HARDWARE SHALL SUBMITTED FOR REVIEW AND APPROVAL. SUBSTITUTED ITEMS SHALL BDM SMALLER LAG SCREWS. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND gACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND HAVE ICC-ES REPORT APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL 24. CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING PROVIDE FOR SUBSURFACE DRAINAGE. "TITEN HD" HEAVY DUTY SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON 36. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, 42. NOTCHES AND HOLES IN WOOD FRAMING: SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ALLOWABLE SOIL PRESSURE 1500 PSF STRONG-TIE COMPANY, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD A. NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ESR-2713 (CONCRETE), NO. ESR-1056 (CMU), INCLUDING MINIMUM EMBEDMENT OF EQUIVALENT THICKNESS EXPOSURE RATING AND PANEL INDEX MAY BE USED IN ARCHITECTURAL AND STRUCTURAL DRAWINGS. LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) 55 PCF/35 PCF REQUIREMENTS. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO LIEU OF PLYWOOD. ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF SOLID SAWN ALLOWABLE PASSIVE EARTH PRESSURE (FS OF 1. 5 INCLUDED) 300 PCF JOISTS SHALL NOT EXCEED ONE-SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE COEFFICIENT OF FRICTION (FS OF 1. 5 INCLUDED) 0. 3 FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED. ROOF SHEATHING SHALL BE 1 2" (NOMINAL) WITH SPAN RATING 32 16. THE MIDDLE THIRD OF THE SPAN. HOLES BORED IN SOLID SAWN JOISTS AND METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE TRAFFIC SURCHARGE PRESSURE (UNIFORM LOAD) 75 PSF / / RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, STEEL AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH REVISIONS: CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY SEISMIC SURCHARGE PRESSURE (UNIFORM LOAD) 7H PSF FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. OF THE JOIST. AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING 25. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON: CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS CONCRETE WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. B. IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD IS PERMITTED TO OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, A. AISC 360-16 AND SECTION 2205. 2 OF THE INTERNATIONAL BUILDING CODE. BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. A SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO 13. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE B. JUNE 15, 2016 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY BRIDGES AMENDED AS FOLLOWS: AS NOTED IN THE CONTRACT DOCUMENTS, BY THE UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE PERMITTED TO BE BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF THE STRENGTH OF f' c = 3, 000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 DELETION OF PARAGRAPH 4. 4. 1, AND REVISE REFERENCE FROM "STRUCTURAL APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED HOLES 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A DESIGN DRAWINGS" TO "CONTRACT DOCUMENTS" IN PARAGRAPH 3. 1. SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH IS f' c = 2, 500 REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. C. NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB STRUCTURES DURING CONSTRUCTION". PSI. JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE 26. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, FY = 50 KSI. OTHER ROLLED 37. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE NOTED. 7. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE 14. A CONCRETE PERFORMANCE MIX SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, FY = 36 KSI. STEEL PRESSURE-TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT DPD: ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY PIPE SHALL CONFORM TO ASTM A-53, TYPE E OR S, GRADE B, Fy = 35 KSI. IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND 43. WOOD FRAMING NOTES--THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, FY = 42 KSI CONCRETE OR MASONRY. PLANS: REQUIREMENT. AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT (ROUND), FY = 46 KSI (SQUARE AND RECTANGULAR). CONNECTION BOLTS SHALL RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN CONFORM TO ASTM A307. 38. PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD U1 TO THE USE A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE ACCORDANCE WITH ACI 318-14, SECTIONS 26. 4. 3 AND 26. 4. 4. THE USE OF A CATEGORY EQUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED WOOD MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL 27. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF FOR ABOVE GROUND USE SHALL BE TREATED TO AWPA UC3B. WOOD IN CONTINUOUS CONSTRUCTION MANUAL" AND THE AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4A. WOOD FOR CONSTRUCTION". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA UC4B. TO IBC TABLE 2304. 10. 1. COORDINATE THE SIZE AND LOCATION OF ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL 28. ALL STEEL EXPOSED TO THE WEATHER OR IN CONTACT WITH GROUND SHALL BE OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS RESPONSIBILITY FOR SPECIFIED PERFORMANCE. CORROSION PROTECTED BY GALVANIZATION OR PROVIDED WITH EXTERIOR PAINT 39. FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL SYSTEM, UNLESS OTHERWISE NOTED. CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE 15. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE NOTED. ALL STUDS SHALL BE SPACED AT 16" 0. C. UNO. TWO STUDS MINIMUM SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR' S AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, 29. SHOP PRIME ALL STEEL EXCEPT: PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE AND C618. TOTAL AIR CONTENT FOR FROST-RESISTANT CONCRETE SHALL BE IN WOOD TREATMENT CONDITION PROTECTION AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ACCORDANCE WITH ACI 318-14, TABLE 19. 3. 2. 1 MODERATE EXPOSURE, F1. A. STEEL ENCASED IN CONCRETE. HAS NO AMMONIA CARRIER INTERIOR DRY G90 GALVANIZED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED B. SURFACES TO BE WELDED. CONTAINS AMMONIA CARRIER INTERIOR DRY G185 OR A185 HOT DIPPED OR SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION 16. REINFORCING STEEL SHALL CONFORM TO ASTM A615 ( INCLUDING SUPPLEMENT S1), C. CONTACT SURFACES AT HIGH-STRENGTH BOLTS. CONTINUOUS HOT-GALVANIZED SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 10' -0" IN HEIGHT. AND FIELD USE. GRADE 60, FY = 60, 000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON D. MEMBERS TO BE GALVANIZED. PER ASTM A653 THE DRAWINGS SHALL BE GRADE 40, FY = 40, 000 PSI. WELDED WIRE FABRIC SHALL E. MEMBERS WHICH WILL BE CONCEALED BY INTERIOR FINISHES. CONTAINS AMMONIA CARRIER INTERIOR WET TYPE 304 OR 316 STAINLESS PROJECT TITLE: 9. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT CONFORM TO ASTM A-185. SPIRAL REINFORCEMENT SHALL BE DEFORMED WIRE F. SURFACES TO RECEIVE SPRAYED FIREPROOFING. CONTAINS AMMONIA CARRIER EXTERIOR TYPE 304 OR 316 STAINLESS ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. CONFORMING TO ASTM A615, GRADE 60, FY = 60, 000 PSI. G. SURFACES TO RECEIVE OTHER SPECIAL SHOP PRIMERS. AZCA ANY TYPE 304 OR 316 STAINLESS NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL Van Sickle Residence EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP MANUFACTURED LUMBER (PSL' S, LSL' S, LVL' S) 17. DETAILING OF REINFORCING STEEL ( INCLUDING HOOKS AND BENDS) SHALL BE IN 30. ALL A-325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19%. PLATE WITH 16d @ 12" O. C. . LAP TOP PLATES AT JOINTS A MINIMUM 4' -0" AND 3010 Georgia PI PLYWOOD WEB JOISTS ACCORDANCE WITH ACI 315R-18 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT CONDITION, DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT WOOD MOISTURE CONTENT IN OTHER CONDITIONS ( INTERIOR WET, EXTERIOR WET, AND NAIL WITH TWELVE 16d NAILS @ 4" 0. C. EACH SIDE JOINT. Anacortes, WA 98221 STRUCTURAL STEEL #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT EXTERIOR DRY) IS EXPECTED TO EXCEED 19%. CONNECTORS AND THEIR FASTENERS ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH. SHALL BE THE SAME MATERIAL. COMPLY WITH THE TREATMENT MANUFACTURERS ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD 10. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE DIAMETERS OR 2' -0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN RECOMMENDATIONS FOR PROTECTION OF METAL. FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON-CENTER, OR ATTACHED ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OF WELDED WIRE 31. ALL ANCHORS EMBEDDED IN MASONRY OR CONCRETE SHALL BE A307 HEADED BOLTS OR TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4' -0" ON-CENTER CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. A36 THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE 40. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, EMBEDDED END. BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2019. BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED ON-CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL 32. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL ARCHITECT: SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4" INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD TYPE S OR W SCREWS @ 8" ON-CENTER. UNLESS INDICATED OTHERWISE, 1/2" Stoner Architects, LLC RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE 18. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. ALL COMPLETE JOINT CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE (NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL 2400 E Boston St. Unit 106 SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A MANUFACTURER' S RECOMMENDATIONS. EXTERIOR SURFACES WITH 8d NAILS @ 6" ON-CENTER AT PANEL EDGES AND TOP Seattle, WA 98112-3060 THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT -20 DEGREES F AND 40 FT - LBS AT 70 BEEN APPROVED BY THE BUILDING OFFICIAL. DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER AND BOTTOM PLATES (BLOCK UN-SUPPORTED EDGES)AND TO ALL INTERMEDIATE 206.284.2205 TO EARTH 3" CERTIFICATION. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH LUS SERIES JOIST STUDS AND BLOCKING WITH 8d NAILS @ 12" ON-CENTER ALLOW 1/8" SPACING AT SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) . . . . 2" HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH " ITS" ALL PANEL EDGES AND PANEL ENDS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER). . 1-1/2" WOOD SERIES JOIST HANGERS. ALL DOUBLE-JOIST BEAMS SHALL BE CONNECTED TO FLUSH TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1-1/2" BEAMS WITH MIT SERIES JOIST HANGERS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL ISSUE: INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY SLABS AND WALLS ( INT. FACE). . . GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" 33. FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF CONFORMANCE WITH WCLIB STANDARD No. 17, GRADING RULES FOR WEST COAST WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID PERMIT DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS 19. CONCRETE WALL REINFORCING--PROVIDE THE FOLLOWING UNLESS DETAILED LUMBER, 2018, OR WWPA STANDARD, WESTERN LUMBER GRADING RULES 2017. OR BOLTS IN EACH MEMBER. BLOCKING BETWEEN RAFTERS AND JOISTS AT ALL BEARING POINTS WITH A MINIMUM AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP OTHERWISE: FURNISH TO THE FOLLOWING MINIMUM STANDARDS: OF (3) 16d TOE NAILS EACH END. TOE-NAIL JOISTS TO SUPPORTS WITH TWO 16d DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL SHEET TITLE: SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 6" WALLS #4 @ 16 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN JOISTS (2X & 3X MEMBERS) HEM-FIR NO. 2 MEMBERS CONNECTED. JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS 8" WALLS #4 @ 12 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN AND BEAMS MINIMUM BASE VALUE, Fb = 850 PSI TOGETHER WITH TWO ROWS 16d @ 12" ON-CENTER. General 10" WALLS #4 @ 18 HORIZ. #4 @ 18 VERTICAL 2 CURTAINS 12" WALLS #4 @ 16 HORIZ. #4 @ 18 VERTICAL 2 CURTAINS (4X MEMBERS) DOUGLAS FIR-LARCH NO. 1 UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING Structural Notes MINIMUM BASE VALUE, Fb = 1000 PSI SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" 20. CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND ON-CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD mow DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE BEAMS ( INCL. 6X AND LARGER) DOUGLAS FIR-LARCH NO. 1 WALLS AS SHOWN ON PLANS AND @ 12" ON-CENTER TO INTERMEDIATE SUPPORTS. SCALE: - MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL MINIMUM BASE VALUE, Fb = 1350 PSI PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT DATE: OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE August 5, 2021 GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER POSTS (4X MEMBERS) DOUGLAS FIR-LARCH NO. 2 APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW PROJECT NO: FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST-IN-PLACE AND MINIMUM BASE VALUE, Fc = 1350 PSI 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. 00407-2021-02 PRECAST. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON-CENTER, MINIMUM TWO SHEET NO: (6X AND LARGER) DOUGLAS FIR-LARCH NO. 1 NAILS PER BLOCK, UNLESS OTHERWISE NOTED. MINIMUM BASE VALUE, Fc = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR-LARCH NO. 2 so Al • Al OR HEM-FIR NO. 2 i -' \ ��QFo�YECO { ice'''''' \ Foundation Plan G�� �� \ Scale: 1/4" = 1'-0" STRUCTURAL m -'1 \ ENGINEERING ,, G` Plan Notes 1891 YWaal � // - \\ -' \\ \ \ 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL 2124 Third Avenue-Suite loo-Seattle,WA g812i TOF�LO Se \ \ p: 206.443.6212 ssfengineers.com - DIMENSIONS. �''�- \\ ,,,�'''' ,,, 1 \\ 2. THE BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 18" MINIMUM BELOW EXTERIOR 934 Broadway - Tacoma, wa 98402 - - - p: 253•z84.947o ssfengineers.com - - \ \ \ \ GRADE. ,' io \\ \\ ,-' \\ \\ 3. INTERIOR SLABS ON GRADE SHALL BE 4 MINIMUM THICKNESS. REINFORCE WITH Copyright 2021 Swenson Say Faget All Rights Reserved -- - \ \ -,,-'' ,,-'' \ \ #3 AT 16" O.C. EA WAY CENTERED IN SLAB. BELOW SLAB PROVIDE A 10-MIL - \ ,' ,'' \ \-- \ VAPOR BARRIER OVER 6" MINIMUM FREE DRAINING GRAVEL OVER FIRM NATIVE \ \ -- \ ,- \ SOILS OR STRUCTURAL FILL. D, lit r, \ \ \\ 4. EXTERIOR SLABS ON GRADE SHALL BE 4" MINIMUM THICKNESS. REINFORCE WITH . `S coWAs, �,0 \ ,,'' \ \ #3 AT 16" O.C. EA WAY CENTERED IN SLAB. BELOW SLAB PROVIDE 6" MINIMUM ' f�'� rig \ ,,-'' $IS3'3 1 \ \ \ FREE DRAINING GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL. Om / \ \ \ \ \ �'' \ \ \ \ 5. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL 45863 \ ,, \ \ HAVE FULL CONTINUOUS BEARING THROUGH FLOORS TO FOUNDATION. -,::?1,,�ISTB �' \ \ \ 6. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. `�'�IONA1, � ' \ -/,,,- / ,--\ 2'-6"sq. x12"dp. FTG. \ \...-- C-- W/ (4)#4 E.W. BOT., \ \ \ TYP. (2) LOC'S. \ \ 6 IS3.74 \ \\ \ \ 2 \ \ DESIGN: SRW 2, j0P•/ \ '—— v \— , 6IS3 \ \ \ DRAWN: kI5� `OCS 3'-6"sq. x12"dp. FTG. \ \\ NHD ♦' ' \ r W/ (5)#4 E.W. BOT. \ \ CHECKED: \ \ BDM \\ \ c \a 7‘,�\ \\ \ APPROVED: l \ BDM ' 0°- a a w \ \ \ \ \ EX1' SpPPN0 4 w t` \ \ \\ 2 <'- PER — \\ \\ \\ \ \ \ \ 11/S3.2 o o ,- '' \ \ \ \ 1 r - J \ \\ \\N\ \ \ �,� ' \ \ \ \ \ REVISIONS: • • • \ \ \ \ \ ' \ \ \ 1'\I53.2 \\ - co \ \ \ \ \ \ Legend L �—� A o \\ \\ \\ \\HO�11 \\ \\ S3 3 . . STRUCTURAL WALL OR POST ABOVE 11/53.2 \\ \ \ \ \\ \ $1v \\ \\ \\ \\ \\ \\ STEM WALL & FOOTING /gyp/� \ • \ \\ D�5 \\ \\ \ \\ XX HOEDOWN PER 12/S3.1 �� INT. SLAB ON GRADE > \ , \\ \\ \ \ DPD: ti� PER PLAN NOTE 3 \ \ \ \ �U�� \ \ �� lrl 3 IS3.2 \\ ;/ \ \\ \ ' "(// FOOTINGS y FOOTINGS @ HDUs \ \ \ HDU4, ALIGN \ \if \ \ \ \ \ \ -j „ -1 HDU14 \ \ W/ ABOVE J \ND�11 \44/51 \ .-, HDU8, ALIGN \ \ \ \ \ -------- -.......\ \ y�U y� W/ ABOVE \ � --- \ r r //,4 3/S3.2 — \ HDU4 '' J 4/S3.3 3/S3.2 \ r -� —� S HDU2, ALIGN - �` 'J - /- \- - - \ _ \\ • W/ ABOVE I 1-'' L. = o _I = = HDU14 \\ \ PROJECT TITLE: HDU2, ALIGN ... . � : W/ ABOVEVan Sickle Residence -- �� 1 --- I- - 12IS3'3/ ���\ 3010 Georgia PI 12/S3.3 I • 4 3/S3.2 I ,,,-'' , \ Anacortes, WA 98221 v I I / L J r-- I 1 HDU4 _U ) I L1 r -- - J ARCHITECT: I 12/S3.3,, I // ; // Stoner Architects, LLC 2400 E Boston St. Unit 106 Seattle, WA 98112-3060 206.284.2205 ISSUE: 8/S3.3 r PERMIT SHEET TITLE: Foundation Plan SCALE: 1/4" _ 1'-o" U.N.O. DATE: August 5, 2021 PROJECT NO: 00407-2021-02 SHEET NO: S2 1 • _fyc_ �aFoWCODEc Main Floor Framing Plan ,w, G1T Y 0 , {,2 Scale: 1/4" = 1'-0" 0 L'RGUICTURALmNEERING '� Plan Notes �.�, 891 tt,� \ 4CORSo � � � -FIELD i�se� 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL 2124 Third Avenue Suite goo Seattle,WA g81z1 DIMENSIONS. p: 206.443.6212 ssfengineers.com 2. TYPICAL FLOOR FRAMING CONSISTS OF FLOORING PER ARCHITECT OVER 2" MAX 934 Broadway -Tacoma, WA g84o2 p: 253.z84.947o ssfengineers.com 4" STD. PIPE COL. GYPCRETE OVER 3/4" T&G APA RATED PLYWOOD OVER JOISTS PER PLAN, FACE GRAIN PERPENDICULAR TO JOISTS, U.N.O. CONN. PER 12/S5.1 Copyright 2021 Swenson Say Faget-All Rights Reserved BASE R PER 5/S3.1 3. NAIL FLOOR SHEATHING W/8D AT 6" O.C. AT FRAMED PANEL EDGES AND OVER SHEARWALLS AND AT 12" O.C. IN FIELD. ---- 4. PROVIDE BRIDGING/BLOCKING BETWEEN FLOOR FRAMING AT 8'-0" O.C. MAX. D. 4" STD. PIPE COL. 5. "W_" INDICATES PLYWOOD SHEARWALL BELOW FRAMING SHOWN. REFER TO 0 WAs , ' CONN. PER 12/S5.1 SHEARWALL SCHEDULE FOR WALL ATTACHMENTS. ALL EXTERIOR WOOD FRAMED x BASE R PER 5/S3.1 WALLS ARE W6, U.N.O. / �� 1ISq..2 6. ALL WOOD HEADERS SHALL BE (2) 2X8, U.N.O. 1,\IS42, // �I 7. PROVIDE (2) BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS OVER �®2 ®s4'�ss ��� i oo 3'-0" IN LENGTH, U.N.O. NAL a 8. NEW MANUFACTURED LUMBER PRODUCTS (LSL, LVL, PSL, GL) SHALL BE INSTALLED 6'; / WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE _ ® PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF DESIGN:40s3 SRW 4 STD. PIPE COL. o N / /o cQ -� cow INSTALLED BEAMS FROM EXCEEDING 12%. CONN. PER 12/S5.1 o i 9. PROVIDE AC, ACE, PC, EPC, LPC, OR LCE COLUMNS CAP AND BASE AT ALL BEAM DRAWN: BASE R PER 5/S3.1 co 0 c) */ Q TO COLUMN CONNECTIONS, U.N.O. NHD // 4Q co J0`'' �\ 4" STD. PIPE COL. 10. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL CHECKED: BDM / /o Q' co �o CONN. PER 12/S5.1 HAVE FULL CONTINUOUS BEARING THROUGH FLOORS TO FOUNDATION. APPROVED: oco �� Q BASER PER 5/S3.1 11. THE BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 18" MINIMUM BELOW EXTERIOR BDM ��� B ISM' �,J Vic, 2W2 �1�S�6 GRADE. }i \r' -., DTT2Z ��i� nH°C'a 12. INTERIOR SLABS ON GRADE SHALL BE 4" MINIMUM THICKNESS. REINFORCE WITH a7 F���, �� _ 2W2 / 6" #3 AT 16" O.C. EA WAY CENTERED IN SLAB. BELOW SLAB PROVIDE A 10-MIL � p '\ �� \2/ •2 . VAPOR BARRIER OVER 6" MINIMUM FREE DRAINING GRAVEL OVER FIRM NATIVE •R SOILS OR STRUCTURAL FILL. G516 o�, 'F 13. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. DTT2Z ��� S�'�� .Q CONT. (3)CS16 � �' 6I I� G \ii F 62 HDR. 2W2 B2 HDR. Ell \ CONT. (3)CS16 S�� 4 REVISIONS: -\ jy-6" \ / r »/ ru '� r ', \ 1 -6 1 -6 (2)CS16 x3'-0" m 6'- \ CONT. (3)CS16 ^ N lJZ 23� d G, \ I54.2 16 • 4 �� \--FLAT BLKG. W/ CONT. ® 16 oc 6, Legend o \ CS16 OVER TOP , \ `�1c,SV) 0 ® STRUCTURAL WALL OR POST BELOW W6 - ALL EXTERIOR- - o o (2)CS16 x3'-0" WALLS, TYP. U.N.O N o �; 0 2 C5v6 PER acl STRUCTURAL WALL OR POST ABOVE �l I. ,- `0 g IS4.1 NON-STRUCTURAL WALL BELOW 12/S4.2 - ® © = 00 _ < o > ; 6,, ` ' STEM WALL & FOOTING DPD: 2 2x8 HEADER, \ CS\64" STD. PIPE COL.O \17. 2� CONN. PER 12/S5.1 Wx SHEARWALL PER 12/S4.1 TYP. U.N.O. m " o (2)CS16 x3'-0" \ _, BASER PER 5 53.1 i � 6x6 TO ALIGN W co' �2��S'\6 �, / � SPAN DIRECTION CS16 / _ ihim ABOVE W/ ABU BASE �� J12�pO .''6�UcQ < o › EXTENT OF JOISTS _ L4ITS I W4 B2 C ^ ?/ ® ,\6„oc \\- - - - - B2 ^ , \z•___ _ _ S4 2 HEADER/BEAM PER PLAN CS - „ 1/S4.2 3IS�'2 N 8� N 2I [ HANGER 1� 6 / 6 B2 • i I 1�I542 L_ INVERTED HANGER SH B2 N CONT. CS16 o B2 8 Bx BEAM PER SCHEDULE, THIS SHEET CS16 1 I I C ` BLOCKED FLOOR DIAPHRAGM: -5. . -5. . �6 HU W/ 1/4"0 2x4 FLAT BLKG. AT ALL PLYWOOD _ � �0 TITEN HD SCREWS PANEL EDGES. NAIL ALL PLYWOOD PROJECT TITLE: CS16 1/S4.2 HU W/ 1/4"0 PANEL EDGES W/ 8d @ 4"oc & i SITS I Btu @ 12"oc FIELD Van Sickle Residence TITEN HD SCREWS FLUSH B2 - - - - W6 1'-6" 1'-6" W6 i CSxx 3010 Geor is PI \ HOLDOWN PER 1/S4.1 9 \ Anacortes, WA 98221 A CS16 x3'-0" CONT. CS16 `, \ , HDUx HOLDOWN PER 12/S3.1, U.N.O. k -12/S4.2 \ ` / 2IS�2 �yP. 1 -6"sq. x10 dp. FTG. c2) \GCS T'YP( BOT., (2) LOC'S. Beam Schedule CS16 ( 9/S4.2 MARK BEAM HANGER BRG. STUDS ARCHITECT: I,/ // 61 LSL 13/4x16 IUS1.81/16 2 Stoner Architects, LLC B2 LSL 31/2x16 HGUS414 3 2400 E Boston St. Unit 106 B3 (3)LVL 13/4x16 HGUS5.50/14 4 Seattle, WA 98112-3060 HDU2 • B4 (4)LVL 13/4x16 HGUS7.25/14 5 206.284.2205 ISSUE: PERMIT << SLAB ON GRADE » 8/S3.2 A PER PLAN NOTE 12 v 12/S3.2 SHEET TITLE: Main Floor HDU2 . L -1 Framing Plan L `0 SCALE: 1/4" = 1'-0" U.N.O. DATE: August 5, 2021 PROJECT NO: HDU2 i_ J 00407-2021-02 . . SHEET NO: L J 12/S3.2 S 2 • 2 .v �4a,owcY Eco { Roof Framing Plan ��T e � Scale: 1/4" = 1'-0" STRUCTURAL m ENGINEERING Plan Notes N, , 1891 gCOR S o 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL 2124Third Avenue Suite,00 Seattle,WA g8,z, �--FIELD set p: 2o6.443.6212 ssfengineers.com DIMENSIONS. 2. TYPICAL NEW ROOF FRAMING CONSISTS OF ROOFING PER ARCHITECTURAL 934 Broadway - Tacoma, WA 98402 p: 253.z84.947o ssfengineers.com DRAWINGS OVER 1/2" CDX OR 7/16" O.S.B APA RATED SHEATHING (EXPOSURE 1) OVER OUTRIGGER ROOF FRAMING PER PLAN WITHIN ARCHITECTURAL INSULATION io Copyright 2021 Swenson Say Faget-All Rights Reserved LAYER, FACE GRAIN PERPENDICULAR TO ROOF FRAMING, U.N.O, OVER 1/2" CDX OR 7/16" O.S.B APA RATED SHEATHING (EXPOSURE 1) OVER ROOF FRAMING PER PLAN, FACE GRAIN PERPENDICULAR TO ROOF FRAMING, U.N.O, 'D 3. NAIL ROOF SHEATHING WITH 8D @ 6" O.C. AT ALL FRAMED PANEL EDGES AND ®gWAs,, �d OVER SHEARWALLS, AND AT 12" O.C. IN FIELD. Aq-.1. 1 ; 4. ATTACH OUTRIGGERS TO PARALLEL RAFTERS BELOW WITH (2)16D AT 24" OC AND / 4IJ`° (2)16D AT EACH PERPENDICULAR RAFTER BELOW, U.N.O. ��isT� �� 5. PROVIDE H1 AT ENDS OF ALL 2X RAFTERS, U.N.O. -(2," �,�10�� 6. PROVIDE H8 AT ENDS OF ALL TJI RAFTERS, U.N.O. 2x6 @ 24"oc- 7. "W_" INDICATES PLYWOOD SHEARWALL BELOW FRAMING SHOWN. REFER TO OUTRIGGERS SHEARWALL SCHEDULE FOR WALL ATTACHMENTS. ALL EXTERIOR WOOD FRAMED LS90 WALLS ARE W6, U.N.O. DESIGN: 4I54 8. ALL WOOD HEADERS SHALL BE (2) 2X8, U.N.O. SRW 9. PROVIDE (2) BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS OVER DRAWN: 8 N_SCZ v.;; 85 F PSCZ_ - - N H D 3-0 IN LENGTH, U.N.O. 2x6 x12'-0" @ - „� ' 6x6 POST CONN. CHECKED: 10. NEW MANUFACTURED LUMBER PRODUCTS (LSL, LVL, PSL, GL) SHALL BE INSTALLED BDM 24"oc OUTRIGGERS - - - ;; - - 2x6 @ 24"oc PER 8/S5.1 W/ WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE 3 LCE BASE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF APPROVED: 2x6 @ 24"oc LVL 13/4x51/2 x12-0 4.3' G OUTRIGGERS BDM OUTRIGGERS @ 16"oc OUTRIGGERS ��IS I�� �, \� INSTALLED BEAMS FROM EXCEEDING 12%. c� i " " o� g2 HDR 82 NOR ® , 11. PROVIDE AC, ACE, PC, EPC, LPC, OR LCE COLUMNS CAP AND BASE AT ALL BEAM ��IS4 4 , W3 ` Ti)\ TO COLUMN CONNECTIONS, U.N.O. _ _ _FASCIA_ _ _ _ _ - ` ,v 12. ALL POSTS SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL HAVE I-C W3 _--ii \'- " ®� o� CONTINUOUS FULL BEARING THROUGH FLOORS TO THE FOUNDATION. �, :- \''''s' 2x6 @ 24'oc 13. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 8-0 �� o rn ( ) �Q OUTRIGGERS S 6x6 POST CONN. , NCR - 1 �� c\Ili • 2 CS16 PER 8/S5.1 SIM. \\ 82 G, o c)r-rk `a \ HSS 6x4x1/2 FLAT OUTRIGGE i-3 W3 B2 HDR. B2 HDR. CONT. (2)CS16 x3 -0 �� G % REVISIONS: sy B3 HDR. - - - I- - - �� - - - „ (2)CS16 x3'-0" ,,�„ ' II \ ,�, /1(j) HUCQ71'-6" 1 -62 CS16 x3'-O"� I1'-6" � 6 `SSR RZ�0 \ HSS CONN. HSS CONN. O ��g5 W6 - ALL EXTERIOR PER 4/S5.1 PER 4/S5.1 rn ` CONT. (2)CS16 I CONT. (2)CS16 \ ( $,p" \ WALLS, TYP. U.N.O I 3 Legend C) ,=. I % HSS CONN. \, 1�1S� ® STRUCTURAL WALL OR POST BELOW Q = I PER 11/S5.1 m I FULL-DEPTH BLKG. .. co N m 85 �UjRZG° I W/ CONT. (2)CS16 46 , STRUCTURAL WALL OR POST ABOVE OVER TOP 4 oc I 6 @ 2 N NON-STRUCTURAL WALL BELOW �, 2x oU�RI��ERSllii (2)2x8 HEADER, `'_ TYP. U.N.O. DPD: I \ Wx SHEARWALL PER 12/S4.1 `v` ���4x5�1G ERS I o oc oU�RI ® \ SPAN DIRECTION 12 N6, < EXTENT OF JOISTS g +� P i,, I 9 5q 3 HEADER/BEAM PER PLAN Gc II I - _ - 3 ' i _-' `-I I CS16 x3'-O" - C HANGER / o� �� ' I � $IS4'4 L_ INVERTED HANGER / 6, CS16 x3'-0" - - Bx BEAM PER SCHEDULE, THIS SHEET I N - 82 HDR crl CD / 4 BLOCKED ROOF DIAPHRAGM: £s " - - - t 1zIs4' 2x4 FLAT BLKG. AT ALL PLYWOOD _ A ciSbt3 PANEL EDGES. NAIL ALL PLYWOOD PANEL EDGES W/ 8d @ 4"oc & 3 S4.3 9/S4.3 0, 6, \, - _ " " 2x6 x8'-0" @ @ 12"oc FIELD PROJECT TITLE: / o ® �' 24"oc OUTRIGGERS R7_LC1 _ _ _ _ _ _ B2_L_OL _I_ _ A_ V_ _ _ _ _ _ _ \ Van Sickle Residence t � 7 3010 Georgia PI ' B2 B2 B2 - A5 �R�PpED ; ,I 117/8" TJI 560 @ 24"oc N N I CV CVCVCVw6X2 Anacortes, WA 98221 A TYP. @ SKYLIGHTS CO 0° I CO I" ` ' m 2/S4.3 \ : v 4/S4.3 B2 B2 B2 _ " I I / 10IS43 CONN. PER 2/S5.1 p - ic - - -B2-LOW- - - - - • - - - - i> - - - - - - - - - -i- 4" STD. PIPE COL. BASE IE PER 5/S3.1 Beam Schedule - - Z MARK BEAM HANGER BRG. STUDS 4 7/S4.3 CONN. PER 12/S5.1 ARCHITECT: REFER SOFFIT BASE PER 5/S3.1 61 LSL 13/4x117/8 HU11 2 Stoner Architects, LLC FRAMING PARTIAL B2 LSL 31/2x117/8 HHUS410 2 2x6 x8'-6" @ _ 8/S4.3 PLAN, RIGHT B3 (3)LVL 13/4x11�/8 HGUS5.50/12 3 2400 E Boston St. Unit 106 Seattle, WA 98112-3060 ' - \) 16"oc OUTRIGGERS v B4 (4)LVL 13/4x117/8 HGUS7.25/12 4 206.284.2205 117/8" TJI 560 @ B5 (2)LVL 13/4x51/2 HHUS46 3 \ 16"oc RAFTERS • ' \ • B2 @ BOT. OF 3 - 2x6 x8 -6 @ EXTERIOR SOFFIT B6 (3)LVL 1 /4x5/2 4 11/S4.3 11 6 -0 16"oc OUTRIGGERS Is B5 OUTRIGGER B3 = r--- 11 HUCQ 2/S4.3 PERMIT , z , co \Q cor a\ 117/8" TJI 210 S TITLE: x I N �' = 6'-0" _ @ 16"oc AC CAP, / Roof Framing m, r B6 OUTRIGGER B6 TO B3 B3 B5 OUTRIGGER , �� ' �J HUCQ Plan n . � w w CC CC \ j w w B2 @ BOT. OF EXTERIOR SOFFIT SCALE: C) C) C) CD c� c� c� c� L 4" _ �'-o" U.N.O. Q o 0 0 117/8" TJI 560 @ o �_o Soffit Framing Partial Plan DATE: August 5, 2021 u_ m m 24"oc RAFTERS m co 2'-6" Scale: 1/4" = 1'-0" PROJECT NO: L,, 00407-2021-02 / m' 1_ H H ��� SHEET NO: LJINV. ' ' ' 'INV. INV. HULJ \ . � ��INV. HU INV. i �� B5 FASCIA B5 FASCIA 6'-0» 2x6 @ 24"oc < 12/S4.3 6,-0„ •� S2 . 3 -/ / OUTRIGGERS -/ / QFOWCODECO0 w4� 1T Y �ATRUCTURAL ANAL , ENGINEERING m D 3-0 min. �gC0RSo se," ----------------- 2124 Third Avenue-Suite goo-Seattle,WA 98121 �FIELD i� 1/8" x 11/2" PRE-MOLDED SECOND POUR FIRST POUR p: 206.443.6212 ssfengineers.com CONCRETE WALL SEE PLAN FOR SLAB CONT. MASTIC JOINT STRIP. (joint may be saw cut at 934 Broadway - Tacoma, WA g84o2 THICKNESS AND PROVIDE 12" LONG DOUBLE p: 253.z84.947o ssfengineers.com ADD DIAGONAL IN WALL REINFORCING (typ.) contractors option) SEE PLAN FOR SLAB GREASED SMOOTH DOWEL @ TO MATCH WALL REINF. Copyright 2021 Swenson Say Faget-All Rights Reserved THICKNESS AND CONSTRUCTION JOINT TO REINFORCING (typ.) MATCH SLAB REINFORCEMENT ci F • - _ DAs,• �� //Ny/�� ��/�� o _ ,i VAAVAAVAA D 1 Art. • FOR SLABS GREATER ��'o' �'�' �� \. . . � /\ �\ �� \j X, �, \,. \ �, �, �, �, �, �, THAN 4" I N THICKNESS, /\ �� �� �� �� �� �, �, \ \/� /\ /\/ i\ \ \\ \\/ /�/ \\ \\ \\ \\ \\ \\ \�/ PLACE REINFORCING i\\/\\/\\/\\/\\/\\/\\/\\/\\ \\/\\/\\/\/\/\/\\/\\/\/ �o�5ss�� �� � o ,�\\i\\i\\i\\i\\i\\/, i\\i\\i/ i\\i\\i\\i\\i\\i\\i\\i\i \\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\,\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\ ® - sA� - \\j WITHIN TOP 2 OF SLAB �'I®�yAL�� NORMAL FOOTING •\\ \N s- y/\-N .-\�- REINFORCING /\\/\\/\\/\\/\\/\\/ TERMINATE EVERY PLASTIC VAPOR BARRIER '�/jamjam/jam/j\/j\ /j OTHER BAR AT JOINT AND COMPACTED GRANULAR \\\ PROVIDE CONTROL OR CONSTRUCTION DESIGN: ADD BARS TO %/ cn JOINTS IN SLABS ON GRADE TO BREAK cil FILL PER PLAN SRW MATCH NORMAL // II o Y PLASTIC VAPOR BARRIER UP SLAB INTO RECTANGULAR AREAS DRAWN: \ o I •" AND COMPACTED GRANULAR NHD REINFORCING - / • o OF 250 SQUARE FEET OR LESS. AREAS /\\j/ j/ j/ j/ j/ j/ j/ j // � FILL PER PLAN TO BE APPROX. SQUARE AND HAVE NO CHECKED: rrrrrrrr /\r\ Control Joint Construction Joint BDM LINE OF EXCAVATION .ji. .ji. . . . /, /. \./, ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. APPROVED: BDM NORMAL FOOTING REINFORCING Typical Stepped Footing2 Typical Slab Joints 4 Yp pp Yp REVISIONS: col. CORNER BARS TO CORNER BARS TO CORNER BARS TO MATCH CROSS WALL CORNER BARS TO MATCH CROSS WALL +6" #4 x 1- @ 12"oc R 1/2» IA EXTERIOR HORIZ. REINF. MATCH HORIZ. REINF. HORIZ. REINF. 1/4 , \(1)#4 EACH NOSE \ \xi\\ /\i�\i\ HORIZ. REINF. (alt. hooks) .. (i .; o + / %/j%///\/\\/\\/\\/\\/\\% \ , , 11/2» • /\//��' I 1 i i // /\ / / • \/\/\ ADDITIONAL TYP. CORNER ADDITIONAL o TYP. CORNER 1. /\//\/ / / \/> VERT. BARS BARS: 24 VERT. BARS BARS: 24 \ • / //\\ /` #4 @ 12"oc EA. WAY ,,I.,-1— -Al— . m COLUMN PER PLAN k • \�//\�j / �, /�/�/�/� �j/� CROSS WALL - CROSS WALL cn I 1 // // // // /CC \ \\//\\/ CD =_ : ii \ • 0\ \ < ,��� (2)#4 BOTTOM // // - or - // co " a a °4 a �a a 2 34"� ANCHOR BOLTS \\\\\\\\\\\ EXACT CONFIGURATION OF STAIR \ o 6 v6 , A ° ( ) / /i./i�/i,/ice/i,/5 (including tread and riser dimensions) 6" PER ARCH. DRAWINGS/ / Double Curtain Single Curtain PROJECT TITLE: Van Sickle Residence 3010 Georgia PI Base late - Pipe Column 5 Typical Stair On Grade6 Typical Corner Bars at Concrete Walls and Footings 8 Anacortes, WA 98221 p p Yp Yp 9 ARCHITECT: Stoner Architects, LLC 2400 E Boston St. Unit 106 PANEL EDGE - PANEL EDGE Seattle, WA 98112-3060 cn NAILING OVER NAILING OVER Holdown Schedule 206.284.2205 HOLDOWN POST HOEDOWN POST HOEDOWN POST HOEDOWN POST PER SCHEDULE PER PLAN Plan Anchor Min. A.B. Embed (D) Holdown Post 0a SHEARWALL SHEARWALL Mark Screws Bolt Stem Wall Footing if 2x4 if 2x6 o /\/\/\ /\/\/ /\/\ PER PLAN HEADED BOLT OR PER PLAN ISSUE: N /\\\//\// \//\/\\ /\\\/\� ALL-THREAD W/ HDU2-SDS2.5 (6)SDS 1/4»x21/2" 5/8"0 12" 4» (2) 2x4 (2) 2x6 M - /�'� ��\/ //�\\/�\ HDU HOEDOWN WASHER & NUT HDU HOEDOWN PERMIT Milk- //�1 1/�/ / �//\ PER SCHEDULE HDU4-SDS2.5 (10)SDS 1/4"x21/2" 5/8"0 18" 6" 4x4 4x6 //\\/\/\ /\/\\// //\\//\< 2 4 TOP II I �, /\\/\\ \\/\\ /\\/\ O# II II � \ jam/ /jj� CONT. MIN #4 @ 12 oc • 0 (2)#4 TOP CONT. HDU5-SDS2.5 (14)SDS 1/4"x21/2" 5/8"0 SB5/8x24 7" 4x4 4x6 S TITLE: -PIPE SLEEVES ;/\\j\\j \\/\\/ \\/\ 1.5D i i E.W. TOP & BOT. ' AS REQD. .. //\\//\\j ►\\\\ / �� 1 1 8" Typical �' ,o \\\, \/�\\// \/ /�\/< v • o HDU8-SDS2.5 (20)SDS /4 x2/2 /8 SSTB28 4x6 6x6 , E /W i/ Al / . Concrete /j/\\/\j=re - � /\\' F A \ / HDU11-SDS2.5 30 SDS 14 x212 1 0 SB1x3O 10 4x8 6x6\ iF • \/ •/\/1� 1\ V /\/\ STEM WALL W ( ) / / ' Details .-- /\ j/-. /� ///j / '\/j ��\��\�\ REINF. PER GEN. / 5''' \ \ \M \\� /\/\ \\/\\/ \ 1 / ,- NOTES u n o HDU14-SDS2.5 (36)SDS /4"x2/2" 1"0 N/A 12" 4x8 6x6 j/ �// . / / \ \/\ \� .// , ( ) SCALE: \/\/\/\ \ \ \ \ \ \ \/\/\/\/\\ \/\/\/\/\/\/ ` W /\ \/� //%//%//%// //%/�\//%//%//%//%//%//%//%/� \//%//%//%//%//%//% % . ,/ /%/// \��� / 3D min. 8" min. 3/4" = i'-o" U.N.O. \/\ /\\/\ /,\\ /\\/\ /\ /\ /\ /\ /\\/\\/\ \\ /\ /\\/\ /\ /\\/�\ , .� /\\� 0 MINIMUM SIZE OF POST AT END OF WALL UNLESS OTHERWISE DATE: \ 2'-0" min. HDU Into Footing Option HDU Into Stem Wall Option NOTED ON FRAMING PLANS. August 5, 2021 EXCAVATION NOT PROJECT NO: ALLOWED BELOW 00407-2021-02 THIS LINE SHEET NO: S3 • 1 9 Pipe and Trench Locations 1 0 Typical HDU Holdown 1 2 Yp QFOWCODECO w4� 1T Y 0�{ STRUCTURAL �� �� 0ENGINEERING Aliak m // 4,COR,�;°� PANEL EDGE NAILING OVER —+— - 1891 SHEATHING CAN BE PLACED N� se`� COL., PLINTH, & FTG. HOLDOWN STUDS/POST ON EITHER FACE OF WALL COL., PLINTH, & FTG. 2124 Third Avenue-Suite ioo-Seattle,WA g812i 1bFIELD p: 2o6.443.6212 ssfengineers.com SHEARWALL PER PLAN P.T. 2x PLATE W/ A.B. 934 BroadwayTacoma, WA 98402 PER SHEARWALL SCHEDULE *r c p: 253.z84.947o ssfengineers.com (5/8"o @ 48"oc elsewhere) io HOLDOWN (where occurs) I Copyright 2021 Swenson Say Faget-All Rights Reserved PER PLAN W/ A.B. PER \\ 10"sq. PLINTH REINF. W/ COLUMN PER PLAN EMBED HEADED BOLT OR ALL- HOLDOWN SCHEDULE (4)#4 x L VERT. & #3 x I COLUMN PER PLAN � THREAD W/ WASHER & NUT 9" @ 6"oc W/ (3)#3 x `\ IN BASE E PER 5/S3.1 ON 10"s . PLINTH REINF. W/ I NAILING PER SHEARWALL @ HDU HOEDOWNS IN LIEU OF TOP 5 OF PLINTH 1" NON-SHRINK GROUT `S D t. q BASE IE PER 5/S3.1 ON SCHEDULE / A.B. PER HOLDOWN SCHEDULE , co WAS ; ,Q (444x EVERT. & #3x I 5 I • @ 6"oc W/ (3)#3 x IN 1 NON-SHRINK GROUT SLAB ON GRADE (/8 O @ HDU2, HDU4 & HDU5, ' l� ,, ; EXTERIOR SLAB ON pq TOP 5" OF PLINTH PER PLAN \r_1;! /8 0 @ HDU8, 1" @ HDU11) I GRADE PER PLAN, TYP. 7 \ (-) ri \ (4 / A, 45863_9 �4,k, I I I . \ II I II \ - .\ I \\i\\i\ \� \�\ \\i\\i\\i\\i\\� _ t, _ �r/ `i%�/`r� /,- `r/ ` / / \ r , �\/N %\ - I \/\/\/\/\/\/\/\ __ /\\\//•\ \ \,\\\,\\\r\\\,\\\r\\\,\V\-. \� /\\,\\�,\\�r\\�r\\�,\\�,\\�/ Z<I \�E j\\ ice\i� i\ice\ix/ \%/\/\,< DESIGN: / �/\ - \/\/\r\/\� , ��\/i\/i\ i\ i\/i\ A ,•• •i\, \\ SRW /\j \, FOOTING SIZE & REINF. ��j\\j\\j\\j\\j\\y\\ \ /\// FOOTING SIZE & REINF. \ \//\ •• i • L • \//\ ��r:\/X\/X\/X\/X\/X\X\ \ %\\/ • s e \/\i DRAWN: //\\j + /\, PER PLAN • ALL FASTENERS INTO PRESSURE /\\// \/j� PER PLAN NHD \ \ j\\j'\�j\�j\�%\�j\�j\\j\�, TREATED WOOD SHALL BE GALV. 1'-6" (2)#4 CONT. TOP & BOT. \/ / - \ �,�/�\ / / / / I/ / / / /\//�\ "' NY7. /. /. /. /. /. /. . OR STAINLESS STEEL PER u.n.o. M "X\/% X\�%�%\//%\%\%\//%/X/X\/�\ CHECKED: BDM GENERAL NOTES APPROVED: • REFER SHEARWALL SCHEDULE FOR BDM ADDITIONAL RIM & SILL PLATE SIZE REQUIREMENTS 1 2 Interior Wall w/ Thickened Slab 3 4 REVISIONS: // 1- 18 SEE PLAN FOR SLAB I / #4 x @ 18"oc THICKNESS AND FACE OF WALL BEYOND —I REINFORCING (typ.) I D #4 CONT. AT OPENINGS SEE PLAN FOR SLAB EXTERIOR SLAB ON INTERIOR SLAB ON THICKNESS AND GRADE PER PLAN h GRADE PER PLAN REINFORCING (typ.) -,— / • a s -k , - // / // // // // // // // J \ v\,v\ \ \ � � kill t i VA/VVVVVVVS i ' \ \ \ / / / / / / / v� '^a� ° ° d %/\/\/\/\/\/\/\/ a U° a U° Ua U° Ua • \/\ \/\ I / // //\//\//\//\//\// i 3 4 CONT. 6" PLASTIC VAPOR BARRIER %// - %//< \ \ \\j/j / / / / / AND COMPACTED GRANULAR � / � / \ FILL PER PLAN %\\%\\%\� \\j\\j�\\% \\\ \ \ \ \ \,\A\: (2)#4 CONT. %`< _4----- - j� 5" 8" 5" \\ � / / / / \/\/\/\/\/\/\/\/\% FOR CALLOUTS PROJECT TITLE: IN COMMON REFER 11/S3.2 Van Sickle Residence 5 Typical3010 Georgia PI Slab Edge 6 7 Typical Turned-Down Slab Edge 8 Anacortes, WA 98221 Yp • ALL FASTENERS INTO PRESSURE • ALL FASTENERS INTO PRESSURE // TREATED WOOD SHALL BE GALV. // TREATED WOOD SHALL BE GALV. ARCHITECT: // PANEL EDGE NAILING OVER OR STAINLESS STEEL PER PANEL EDGE NAILING OVER �— OR STAINLESS STEEL PER Stoner Architects, LLC HOLDOWN STUDS/POST GENERAL NOTES HOLDOWN STUDS/POST GENERAL NOTES • REFER SHEARWALL SCHEDULE FOR • REFER SHEARWALL SCHEDULE FOR 2400 E Boston St. Unit 106 HOLDOWN (where occurs) \ ADDITIONAL RIM & SILL PLATE HOLDOWN (where occurs) ADDITIONAL RIM & SILL PLATE Seattle, WA 98112-3060 PER PLAN W/ A.B. PER \ SIZE REQUIREMENTS PER PLAN W/ A.B. PER SIZE REQUIREMENTS 206.284.2205 HOLDOWN SCHEDULE — HOLDOWN SCHEDULE SHEARWALL PER PLANr1 P.T. 2x PLATE W/ A.B. SHEARWALL PER PLAN _ P.T. 2x PLATE W/ A.B. GLAZING PER ARCH. PER5 SHEARWALL SCHEDULE P5 R SHEARWALL SCHEDULE — / NAILING PER SHEARWALL (/8 0 @ 48"oc elsewhere) NAILING PER SHEARWALL / (/8 0 @ 48"oc elsewhere) ISSUE: EXTERIOR SLAB ON INTERIOR SLAB ON SCHEDULE SLAB ON GRADE SCHEDULE STEP PER ARCH GRADE PER PLAN I P/ GRADE PER PLAN (2)#4 CONT. TOP iI I/ PER PLAN (2)#4 CONT. TOP SLAB ON GRADE PERMIT (1 ea. side of a.b.) (1 ea. side of a.b.) " - '' PER PLAN \ \ \ \ ,, -oo .; 4,1 ,� ,/ P q SHEET TITLE: /\/ ,, - \/ ,,\/\/. ' //\/ ; / ;/ii//i//i�i/i//i�'/i: iii//i'/i�'�i\//i//%r Foundation ��\\�\\�\\�\\�\\�\\�\\�\\�\\�\\� \\\ \\�\\�\\�\\�\\�\\�\\�\\�\\�\\� \r\\\/\\\r\\\r\\\i\\j\; j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\ .r\\\r\\r\\\r\\\/x ° / / / / / / / / / /� %//\///, /, /, /,\///, /, /,\///, /.\/� \//\ . \.\\\\.\\.\\\/,\ \/.\/.\/.\/ \� %` �\i %�i /� /��;. Details \ • \ \ \ \ \ \ \ \ \ \ \ \ / / \\ \ \ \ 4 @ 18"oc VERT. CTRD. \ v�\,\\A\\,\\\,\\\ 2 < ////< /\//N ///\ alt. bends ° \/: #4 @ 18"oc VERT. CTRD. : X \\ \/\/ > \/ ( ) I %\y \ alt. bends SCALE: \ \ \ \ \ \ r O >/ / / 4@12oc HORIZ. CTRD. r\/\/\/ \/\ \ 34 — \%�\\��� \\��\/�\/4 \ j\ /\� �< # \%� ice\\ O \`///\ j #4 @ 12 oc HORIZ. CTRD. DATE: N August 5, 2021 0o a____ PROJECT NO:---- (2)#4 CONT. BOT. �� (2)#4 CONT. BOT.\, \, v \-/ \,\/\4 \ \/ \/� �\\/\ \ \`' \ � \ SHEET N0: FOR CALLOUTS i\i/�\i\�i\�i\�i\�i\�i\�% %\%\\\i\�\ix i\�\i\�\i\�\i\�\i> IN COMMON 5" 8" 5" 6" 6" 6" REFER 11/S3.2 / / / / / / / / S3 . 2 9 1 0 Exterior Wall w/ Slab on Grade 1 1 6" Garage Wall w/ Slab on Grade 1 2 QFOWCODECO � 1T Y �� „.,4 { 0 STRUCTURAL �� �� m ENGINEERING '�' �is9i 1» 24 Na ,4CpgSw �" 12� // #4 x 24 F @ 18"oc 2124 Third Avenue-Suite ioo-Seattle,WA 98121 ibFIELD134 blockout p: 206.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 7—.• r, d - p: 253.z84.947o ssfengineers.com ° ° v ° v ° ° Copyright 2021 Swenson Say Faget-All Rights Reserved ' \/ \/ \/ \/ \/ \/ \/ ./ \/ \% \/ \ \ \\/\/ \,�, ELEVATOR PIT \/�\j/ j\\/� VERIFY SIZE AND \/�\j/ IS, D As t� /\\ < DEPTH W/ ARCH. \/\\, /< DRAWINGS %� aq \\/� • O \\< #4 @ 12 oc HORIZ. CTRD. / f - j�\// , \ (embed 7" into pit slab)o \�/< / #4 x ] @ 12< \ < "oc VERT. CTRD. 'el, wri e - , 1�` / N \ � �'1®NALO < \i o /�\/� \ \ /\\//\ DESIGN: j\j • •� �• • j\\j\ SRW �v\\�\am\\/�� /j / /� \/\/\ \ DRAWN: � N H D/ / j%j �j /\j //� //\ � \ // / \�\�\�\�\�\ \�\�\� � �\� \\ ,\� �\� \ . \\� ,\\,\ CHECKED: BDM 8" #5 @ 12"oc as required to / / / EACH WAY NOTE: PROVIDE MISC. APPROVED: facilitate wall forms BDM METALS AS REQD. BY ELEVATOR MFR. 1 2 Typical Elevator Pit 4 REVISIONS: LEVEL BACKFILL Retaining Wall Schedule • Stem Reinforcing Footing Reinforcing ° �/\\j\\j\j. H (ft.) B1 ts B2 tf /\//\\//\//\! Vert. Horiz. Top Longit. PROVIDE FREE—DRAINING • 'CD ; r > < 3 —0 5" 8" 5" 8 #4 @ 18"oc #4 @ 12"oc — (2)#4 MATERIAL / /� DPD: L \�A< 4,—0» 5 8 1 —0 8" #4 @ 18"oc #4 @ 12"oc #4 @ 18"oc (2)44 • 6'-0" 8" 8" 2'-3" 10" #4 @ 12"oc #4 @ 12"oc #4 @ 12"oc (4)#4 11/2" clr. @ #4's Sc #5's = 2" clr. @ #6's 8'-0" 1'-3" 8" 3'-0" 12" #5 @ 12"oc #4 @ 12"oc #5 @ 12"oc (5)#5 • FOOTING DRAIN 10'-0" 2'-3" 8" 3'-9" 18" #7 @ 12"oc #4 @ 12"oc #6 @ 12"oc (9)#5 BY OTHERS v v v v `, • �� v v v � //\\//\\//\\//\\/ 12'-0" 2'-9" 10" 5'-0" 18" #7 @ 12"oc #5 @ 12"oc #6 @ 12"oc (12)#5 // \ • 14—0 3'-6" 12" 5'-8" 18" #8 @ 9"oc #5 @ 12"oc #6 @ 12"oc (14)#5 • /j�// /jam/j� - _♦ /\ � "' %\.. /\%\%\%\.\\..\.\\.\\.\\.\\... .%\..• B1 ts B2 PROJECT TITLE: T / / T Van Sickle Residence 5 6 8 3010 Georgia PI Anacortes, WA 98221 ARCHITECT: LEVEL BACKFILL Retaining Wall Schedule W/ Slab Stoner Architects, LLC 2400 E Boston St. Unit 106 Stem Reinforcing Footing Reinforcing Seattle, WA 98112-3060 • 1 H (ft.) B1 ts B2 tf ° `�° 'j/x7 /%/ 206.284.2205 \ \ \ Vert. Horiz. Top Longit. PROVIDE FREE DRAINING a / /i,/i,/i �° 8" °° a� � 3—0 5 8 5 #4 @ 18 oc #4 @ 12 oc — (2)44 MATERIAL /\ , aas //� 4'-0" 1'-0" 8" 5" 8" #4 @ 18"oc #4 @ 12"oc — (2)44 ISSUE: PLACE SLAB PRIOR TO a � = 6'-0" 2'-3" 8" 8" 10" #4 @ 12"oc #4 @ 12"oc — (4)#4 PERMIT BACKFILLING WALL / / 11/2" clr. @ #4's & #5's , » » 12" 8—0 2—9 8 1 —3 #5 @ 12"oc #4 @ 12"oc #4 @ 18"oc (6)#5 2" clr. @ #6's SHEET TITLE: SLAB ON GRADE 10'-0" 3'-9" 8" 1'-9" 18" #7 @ 12"oc #4 @ 12"oc #4 @ 18"oc (8)#5 PER PLAN • FOOTING DRAIN BY OTHERS » Foundation 12—0 4—9 10" 2—0 18" #7 @ 12 oc #5 @ 12 oc #4 @ 18 oc (11)45 Details ) / 14—0 6 —0 12" 2—0 18" #8 @ 9"oc #5 @ 12"oc #4 @ 18"oc (13)#5 j\,,,\,, j j 3/4" = 11-o" U.N.O. //% /\/ DATE: /\�\ \- August 5, 2021 ,/\\/\//\/\ /�/\//\ //< PROJECT NO: 0 i�/i�/i�/i�/A // A/// '/,� A '/A/ 00407-2021-02 SHEET NO: B1 ts B2 T . i T S3 . 3 9 1 0 1 2 S33 PANEL EDGE NAILING TO QFORconEco ALL HOLDOWN STUDS/POST e 0 Y o i :114;RUCTURALi �� �� HOEDOWN PER PLANm �� 1.1 REFER TO SCHEDULESHEARWALL PER PLANGINEERING 7.,, 891 wt �COR� ° PANEL EDGE NAILING E 0 N. SQL HOLDOWN POST/STUDS OVER HOLDOWN POST 2124 Third Avenue Suite 10o Seattle,WA 98121 Ffnotrz �, p: 206.443.6212 ssfengineers.com Lf1�Y = PER SCHEDULE - J N . HOLDOWN PER PLAN, v 7 V934 Broadway Tacoma, wA g84o2 w 0_ .'/ PLYWOOD SHEATHING I 1 // I • r`/ REFER TO HOLDOWN \ \ \ AI- \ \ \ p: 253•z84.947o ssfengineers.com _IL_ / PER PLAN II SCHEDULE FOR 3 A1— © 2 0 11� o e SHEARWALL - I I ADDITIONAL INFORMATION j Copyright 2021 Swenson Say Faget All Rights Reserved [i II II I 1it7 0 0 PER PLAN 1T /1- ORIENTATION \ _IIII FULL WIDTH VERTICAL I I PER PLAN GRAIN BLOCKING PLYWOOD SHEATHING 2 IIII I 1 / PER PLAN / SHEARWALL PER PLAN 01F SHEARWALL OR D�s � I TO MATCH HOLDOWN _ _ L _ d • •i 1 16d@12ocAT ' t —• — — _ STUDS/POST l PER SCHEDULE ORIENTATION �; 1 OTHER WALLS / f � / I I PER PLAN REFER TO PLAN FOR \ II — FULL WIDTH VERTICAL ® � ' a- ' °' I' - 45863 a) N_i u ° , I. INTERSECTING WALL �,ors��� �' -0 �, I I LOCATIONS WHERE ALL—THREAD ru, R n GRAIN BLOCKING // // (see left if shearwall) // S`IoNAL�� ° ° I I WALL CONTINUES TO MATCH TO MATCH HOLDOWN /, I I I I A.B. SIZE 7 _r \ STUDS/POST IN HOLDOWN PER SCHEDULE DESIGN: SRW Holdown Strap Schedule SCHEDULE DRAWN: �1 PLYWOOD PANEL EDGE NAILING PER SHEARWALL SCHEDULE NHD Plan End #Nails Ea. Holdown Studs/Post Mark Length End Length if 2x4 if 2x6 �� CHECKED: 0 BASE PLATE NAILING PER SHEARWALL SCHEDULE BDM APPROVED: CS16 1'-2" (13) 8d (1) 2x4 (1) 2x6 0 16d @ 8"oc BDM CMST14 2'-6" (33) 10d 4x6 4x6 CMST12 3'-3" (43) 10d 4x8 6x6 Typical Holdown Schedule 1 Typical HDU Holdown 2 Typical Shearwall Intersections 4 Yp Yp Yp REVISIONS: PANEL EDGE NAILING OF mil! BLOCKING SHEARWALL BELOW (4)8d INTO BTWN. JOISTS EA. BLOCK PANEL EDGE NAILING TOP CHORD SPLICE PROVIDE 31/2" LSL JOIST OVER HOLDOWN POST 12 16d @ 4"oc IN (2)16d OR BLKG. @ SHEARWALLS (2)16d ( ) EA. JOIST ABOVE W/ EDGE NAILING EA. BLOCK HOLDOWN PER PLAN, (2) ROWS AT EA. (2)16d @ EA. CLOSER THAN 4"oc I I // I . / REFER TO HOLDOWN SIDE OF SPLICE STUD, TYP. INN - 1 ,d I I SCHEDULE FOR 2— (1) JOIST BAY OF i\ I TOP PLATE CONNECTION I I I SHEARWALL I Imo) ADDITIONAL INFORMATION \\ \ �� m = TJI BLKG. @ 48"oc D PER PLAN I 1 \ �� m mF ��m I/ W/ 16d NAILS OR / I \ o _ \ 7 . A35 W/ LSL 1 1 BOTTOM CHORD II = PLYWOOD SHEATHING SPLICE TJI JOISTS PER PLAN _ _1 L _ / r_k / PER PLAN // /_ // TYPICAL STUDS W/ — — — PANEL EDGE NAILING SPACING PER PLAN 6 \ 2x BLOCKING SHEATHING PANEL JOINT — 2x BLOCKING ALL—THREAD BTWN. STUDS W/ PANEL EDGE NAILING II BTWN. STUDS TO MATCH ' \\ // / BOTTOM PLATE CONNECTION A.B. SIZE BEAM PER PLAN IN HOLDOWN PANEL EDGE NAILING \ OM SCHEDULE IE 5/8"x4" x (beam width) I ->� 4'-0" min. BETWEEN SPLICES / Bearing Wall Non—Bearing Wall f; SPLICE TO OCCUR AT c OF VERT. STUD TYP. NOTE: PROJECT TITLE: SEE SHEARWALL SCHEDULE FOR ALL NAILING AND CONNECTIONS, NOT OTHERWISE NOTED Van Sickle Residence HDU at Floor Beam 5 Typical TopSplice6Typical Shearwall8 3010 Georgia PI Construction Anacortes, WA 98221 Plate Yp Shearwall Schedule 000000 Mark Sheathing Panel Edge Top Plate Connection Base Plate Connection PANEL EDGE NAILING 16d NAILING Nailing if TJI if Wood® at Wood 1112 at Concrete OVER ALL HOLDOWN STUDS SAWN OR MFR. I PER SCHEDULE » ARCHITECT: LUMBER. 2x MIN. W6 15/32" CDX PLYWOOD 8d @ 6»oc 16d @ 6"oc A35 @ 24 oc 10 16d @ 6"oc 5/8»o A.B. @ 48 oc i 1 // 10 I SEE NOTES FOR I 1 11° HOLDOWN PER PLAN ' �� �� » 10 „ 5 ,> ,> Stoner Architects, LLC I I 1°1 ADDITIONAL 2x NAILER 1111'�� W4 15/32" CDX PLYWOOD 8d @ 4 oc 16d @ 4 oc A35 @ 16 oc (2)rows 16d @ 6 oc /8 A.B. @ 32 oc I I REQUIREMENTS ii 1/2" MAX. TO I ® 105 2400 E Boston St. Unit 106 / W3 CDX PLYWOOD 8d @ 3"oc (2)rows 16d @ 4"oc A35 © 12"oc O (2)rows 16d @ 6"oc 8"O A.B. @ 24"oc 15/32" / Seattle, WA 98112-3060 SHEARWALL 1 I I r °a , . 16d NAILING EDGE OF �' W2 ® 15 32" CDX PLYWOOD 8d @ 2"oc (2)rows 16d @ 4"oc A35 @ 9"oc 10 (2)rows 16d @ 4"oc 13 5 8"O A.B. @ 16"oc 206.284.2205 PER PLAN 1 1 a WASHER / ( ) ( ) / I I \ ° ° TYP. DOUBLE TOP PLATE PER SCHEDULE Detail C li I I J Detail A 2W3 0 15/32" CDX PLYWD. EA. SIDE 8d @ 3"oc EA. SIDE n/a A35 @ 6"oc (3)rows 16d CO 4"oc 14 5/8 0 A.B. @ 16"oc N PLYWOOD SHEATHING / ,� / (3)rows / �, » I I W 2W2 0 15 32 CDX PLYWD. EA. SIDE 8d @ 2 oc EA. SIDE n a HGA1OKT @ 8 oc 16d @ 4 oc 14 5 8 0 A.B. @ 12 oc : e � i _ PER PLAN /1— — — ISSUE: 2W2-10® " " 14 5/8°0 A.B. @ 12"oc \ RIM JOIST (typ.) A35 (at exterior walls only) 3/8" 1/2" 0 BLOCK PANEL15/32 EDGESCDX WITHPLYWD.2x MIN.EA. LAIDSIDE10d FLAT@ 2 ANDoc NAILEA. SIDE PA n/a HGA1 OKT @ 6"oc (4)rows 16d @ 4"ocNELS TO INTERMEDIATE SUPPORTS WITH 8d @ 12"o.c. PERMIT ° © 8d NAILS SHALL BE 0.131"0 x 2 1/2" (common) — 16d NAILS SHALL BE 0.135"0 x 3 1/2" (box) — 10d NAILS SHALL BE 0.148"0 x 3" (common). OMIT @ HEADERS < 6'-0" min typ. 0 EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. TITEN HD SCREW ANCHORS MAY SHEET TITLE: BE SUBSTITUTED FOR ANCHOR BOLTS W/ 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3" x 3" x 1/4" MIN. PLATE WASHERS. PLATE WASHERS SHALL EXTEND TO • Typical . (6)16d F WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. SEE DETAIL C. HOLDOWN STRAP —'°° °e HEADER PER PLAN �' PLYWOOD • ® 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2. Wood Framing EDGE NAILING N a) SEE DETAIL B. WHERE 3x STUDS ARE USED FOR W2, STAGGER NAILS AT ADJOINING PANEL EDGES.PER PLAN REFER TO o ° TYP. STUDS - OVER EA. STUD EDGEDetails HOEDOWN/STRAP \ BEAM OR HEADER 1 0 eq. eq. O 3x FOUNDATION SILL PLATES ARE REQUIRED FOR 2W3 AND 2W2. 3x STUDS ARE REQUIRED AT ABUTTING PANEL EDGES AND PANEL JOINTS SCHEDULE FOR a, a PER PLAN 1 SHALL BE OFFSET EACH SIDE OF WALL. STAGGER NAILS AT ADJOINING PANEL EDGES. 3x STUD, MIN., REQUIRED AT END OF SHEARWALL. ADDITIONAL INFO. . E ,°` WRAP STRAP 0 TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SINGLE—SIDED SHEARWALLS. ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. SCALE: =16d NAILING 3/4 o U.N.O. PROVIDE EQUAL J o AROUND HDR/RIM — PROVIDE (2) BEARING SEE PLANS AND HOLDOWN SCHEDULE FOR ALTERNATE REQUIREMENTS. NUMBER OF NAILS 0. N ;°° // STUDS U.O.N. PER SCHEDULE • 0 ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. DATE: August 5, 2021 INTO HDR/RIM W _ Detail B • ® 7/16" O.S.B. MAY BE SUBSTITUTED FOR 15/32" CDX, EXCEPT AT 10d PANEL EDGE NAILING. PROJECT NO: ABOVE & STUDS — — - PANEL EDGE NAILING OVER PLAN VIEW AT ABUTTING PANEL 0 LTP4's (HORIZONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. 00407-2021-02 BELOW SHEET NO: RIM 10 A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. EA. HOLDOWN STUD EDGES OF W3 & W2 // Detail D 11 AT MULTI—ROW NAILING, MINIMUM OFFSET BETWEEN ROWS AND ROW SPACING 1/2", SEE DETAIL D. © LVL RIMS PERMITTED AT SINGLE SIDED SHEAR WALLS ONLY. © PROVIDE (3) ROWS 16d @ 6"oc AT LVL RIMS. S4 • 1 9 � O 14 MINIMUM RIM OR JOIST 31/2" WIDE BELOW SHEARWALL. Shearwall Schedule � 2 Typical Strap over Beam Typical Header Support w/2 Bearing Studs 49 FORconm.con // PANEL EDGE NAILING OVER / iwd G1T Y 0� {,� ALL HOLDOWN STUDS/POST L SHEARWALL PER PLAN 0 TN.RUCTURALmak // HOLDOWN STRAP (where occurs) VERT. GRAIN BLKG. GINEERING ,�, 4, 1891�COR� °� PANEL EDGE NAILING —.— PANEL EDGE NAILING PER PLAN. REFER TO HD STRAP \— TO MATCH HOLDOWN ��FIELonsse� OVER ALL HOEDOWN OF SHEARWALL BELOW A35 PER SHEARWALL SCHEDULE FOR ADDL. INFO '— STUDS/POST 2124Third Avenue Suite goo Seattle,WA g8121 STUDS/POST SCHEDULE PROVIDE EQUAL NUMBER OF p: 2o6.443.6212 ssfengineers.com , ALIGN LSL 13/4 JOIST SPECIFIED NAILS INTO STUDS A35 PER SHEARWALL 934 Broadway - Tacoma, WA 98402 ABOVE & BELOW BEAM p: 253.z84.947o ssfengineers.com SHEARWALL PER PLAN — HOLDOWN PER 5/S4.1 OR BLKG. OVER (4)8d INTO EA. BLOCK SCHEDULE HOLDOWN PER PLANIP (where occurs) r-i SHEARWALL NAILING PER Copyright 2021 Swenson Say Faget-All Rights Reserved NAILING PER (4)8d INTO EACH BLOCK \ (4)8d INTO EA. BLOCK SHEARWALL SCHEDULE (typ) /// JOISTS AND SHEATHING - 4,L — — — — \ isI 1—r,�— — — —1 /SHEARWALL SCHEDULE (typ) �, + rt;r ; ; PER PLAN \ i \ �, — -4,-1 ,- Ili - ��r — — — — /- - - � �— — — - LSL 13/4 JOIST OR BLKG. — Hit �� I ,� �� gWAs, ' I ; / T T T T xi U.N.O. PER PLAN I ®1 g - - ,��r - - - - - - - - 4i4 - - - ILr — — — - - — w JOIST DIRECTION AND WHERE JOISTS ARE / \ 4�I�T� 4� SHEATHING PER PLAN \/ PARALLEL PROVIDE JOIST DIRECTION AND WHERE JOISTS ARE ® �,�,10�T .. ' /\ TJI BLKG. @ 48"oc SHEATHING PER PLAN PARALLEL PROVIDE \/ , + -1 L / \/ /\ /-1fr' , NAILING PER SHEARWALL / /\ TJI BLKG. @ 48"oc SCHEDULE (2)16d THRU EA. NAILING PER SHEARWALL / L Li BEAM PER PLAN WHERE JOISTS ARE JOIST OR BLOCK SCHEDULE (typ) (2)16d THRU EA. DESIGN: SRW PARALLEL, PROVIDE JOIST OR BLOCK \ TJI BLKG. @ 48"oc LEAVE ONE END OF DRAWN: BEAM/HDR. PER PLAN NHD SHEAR WALL PER PLAN — (where occurs) STRAP UNNAILED JUST BEAM/HDR. PER PLAN WHERE JOISTS ARE PRIOR TO COVERING CHECKED: (where occurs) BDM PERPENDICULAR, PROVIDE ITS HANGER @ BEAM // SHEARWALL PER PLAN APPROVED: FOR CALLOUTS BDM // IN COMMON REFER TO SHEARWALL SCHEDULE // REFER 4/54.2 FOR ADDITIONAL JOIST/BLOCKING SIZE REQUIREMENTS 1 Exterior Floor Beam 2 Interior Shearwall Below 3 Interior Shearwall 4 REVISIONS: // // 8d @ 6"oc PANEL EDGE NAILING i INVERTED ITS HANGER \ OVER ALL HOEDOWN X (4)8d INTO EA. BLOCK HOLDOWN PER PLAN STUDS/POST 8d @ 6"oc GUARDRAIL PER i (where occurs) DECKING & WATERPROOFING r-, SHEARWALL PER PLAN A35 PER SHEARWALL ARCH. (48"oc max.) PER ARCH. 8d @ 6"oc \ = SCHEDULE I-HOEDOWN PER PLAN o DTT2Z EA. GUARDRAIL JOISTS & SHEATHING (where occurs) r NAILING PER SHEARWALL JOISTS & SHEATHING POST PER PLAN D SCHEDULE, TYP. PER PLAN ;�, ? L ` ' �_ _ _ _ JOISTS & SHEATHING DECKING & WATERPROOFING \ - g' PER PLAN PER ARCH. \\,/ N UHOEDOWN STRAP (where / Q , ��� occurs) PER PLAN. REFER TO _ _ _ _ - k / , HD STRAP SCHEDULE FOR ADDL. 1' '', INFO. PROVIDE EQUAL NUMBER ,--)\ c__= _ Ai=__ OF SPECIFIED NAILS INTO PI �� 3 . 3 ''. - WEB FILLER EA. SIDE / 1 STUDS ABOVE & BELOW BEAM 1 OF EA. JOIST TO -4-4LL: —, // A34 JOIST TO BLKG., TYP. ;.,-,� -- --a _ v RECEIVE A35 Li BEAM PER PLAN EA. END / `J // r� 1 � � ITS HANGER j L��� LSL 13/4" BLKG. TO MATCH 2x FLAT BLOCKING (2)/2 0 H.D.G. BOLTS (2) BAYS FULL-DEPTH / JOIST DEPTH EA. GUARDRAIL POST TJI BLKG. W/ A35 EA. LSL 13/4" LEDGER TO MATCH = END OF EA. BLOCK JOIST DEPTH W/ (4) ROWS // WF BEAM PER PLAN W/ BEAM PER PLAN SDS1/4x41/2" SCREWS @ 16"oc FOR CALLOUTS 3x NAILER TO MATCH FOR CALLOUTS PROJECT TITLE: IN COMMON BEAM WIDTH W/ 5/8 o WF BEAM BEYOND NOT // IN COMMON REFER 12/S4.2 W.T.S. @ 24 oc SHOWN REFER 12/S4.2 Van Sickle Residence (countersink as req'd.) (provide 2 min. per bay) 3010 Georgia PI 5 6 7 8 Anacortes, WA 98221 INVERTED LUS HANGER DTT2Z EA. GUARDRAIL // PANEL EDGE NAILING OVER // POST // HOLDOWN STUDS/POST - P.T. 2x PLATE (ripped flush) ARCHITECT: DECKING & WATERPROOFING A35 PER SHEARWALL W/ A.B. PER SHEARWALL GUARDRAIL PER — PER ARCH. PANEL EDGE NAILING OVER SCHEDULE Stoner Architects, LLC HOLDOWN (where occurs) SCHEDULE (5/8"o @ 48'oc ARCH. (48 oc max.) ALL HOLDOWN STUDS/POST PER PLAN W/ A.B. PER \ elsewhere) (U.N.O.) VERTICAL GRAIN BLKG. 2400 E Boston St. Unit 106 HOEDOWN SCHEDULE - a 8d @ 6 oc HOLDOWN PER PLAN • — TO MATCH HOLDOWN Seattle, WA 98112-3060 90# FELT SNUG FIT a _E (where occurs) REFER STUDS/POST 206.284.2205 SHEARWALL PER PLAN 0.- \ BTWN. JOIST AND WALL Q A35 @ 48 oc TO HD STRAP SCHEDULE r-, r -IN-) JOISTS & SHEATHING FOR ADDL. INFO. (4)8d INTO EACH BLOCK NAILING PER SHEARWALL (4) 8d INTO EA. BLOCK gd @ 6"oc PER PLAN SCHEDULE (typ.) NAILING PER SHEARWALL JOIST DIRECTION AND STEP PER ARCH JOIST DIRECTION AND / SHEATHING PER PLAN ISSUE: ? � ? � SHEATHING PER PLAN — — — — SCHEDULE, TYP. SLAB ON GRADE , , (2) #4 CONT. TOP _ - I \ , " PERMIT PER PLAN S 1 ea. side of a.b. ;-0 13/4 LSL RIM JOIST OR / \ \ __ _ � a slope as req'd. v �� � ( \ ) --- - '46- BEAM PER PLAN i', vv\\ \ ISHEET TITLE: 5 0 \ \ \ co E �i •Eo \ \ \\ \ / ►Ji /1 \ • • \ \ \ \ NAILING PER SHEARWALL \ %%%%%/%�� � . c__ =_a SCHEDULE / Wood Framing �' AAAAAAA /\\ �. I — (2) 16d THRU EA. Details vx/x/fix/fix/\�/\\/\\/\\/\��\�,\� \ / i JOIST OR BLOCK REINFORCING PER /\/, WHERE JOISTS ARE LEAVE ONE END OF "7 /\ /\/ RETAINING WALL\, PARALLEL PROVIDE (2)1/2"0 H.D.G. BOLTS A34 JOIST TO BLKG., TYP. STRAP UNAILED JUST / — WHERE JOISTS ARE /�% SCHEDULE �/ TJI BLKG. @ 48"oc EA. GUARDRAIL POST PRIOR TO COVERING / SCALE: / / /\ EA. END PARALLEL, PROVIDE / • �// �~ TJI BLKG. @ 48"oc 3/4" = 1'-o" U.N.O. /\j • • ALL FASTENERS INTO PRESSURE /\\� • ITS SERIES TOP //� �// CONT. LSL 3/2 RIM 2x FLAT BLOCKING SHEARWALL PER PLAN DATE: /\/ TREATED WOOD SHALL BE GALV. /\\� FLANGE HANGER August 5, 2021 \ 3 BEAM HDR. PER PLAN PROJECT NO: /\\ OR STAINLESS STEEL PER ///, / // GENERAL NOTES // LSL 13/4" BLOCKING (2)16d EA. JOIST (where occurs) • REFER SHEARWALL SCHEDULE FOR • REFER TO SHEARWALL SCHEDULE // 00407-2021-02 FOR CALLOUTS ADDITIONAL RIM & SILL PLATE WF BEAM PER PLAN W/ CONN. PER 12/S5.1 FOR ADDITIONAL RIM & SILL SHEET N0: IN COMMON SIZE REQUIREMENTS 3x NAILER TO MATCH PLATE SIZE REQUIREMENTS REFER 1 O/S4.2 BEAM WIDTH W/ 5/8"o — PIPE COLUMN PER PLAN W.T.S. @ 24"oc (countersink as req'd.) S4 . 2 9 Exterior Framingat Basement (High Grade) 1 0 (provide 2 min. per bay) 1 1 Exterior Floor Framing 1 2 9 g (iliiiiig:\ FORconE I (4)8d INTO EA. BLOCK, TYP. 0 STRUCTURAL LSL BLKG. @ 48"oc ENGINEERING A�, 1891 �`' SHEATHE & NAIL TO �COR� ° RAFTERS & SHEATHING MATCH SHEARWALL cj e� ,__ 2124 Third Avenue Suite goo Seattle,WA g81z1 TOFIELns PER PLAN BELOW p: zo6.443.6212 ssfengineers.com H2A ANCHORS @ 48"oc 934 Broadway - Tacoma, WA 984oz T 8d @ 6"oc W/ (4) 8d EA. END p: z53•z84.947o ssfengineers.com // ....._III, 11 SKYLIGHT PER ARCH. INSULATION LAYER PER // u // 8d @ 6"oc co ht 2021 Swenson Say Faget All Rights Reserved HARCH. PANEL EDGE NAILING `J JOISTS & SHEATHING 11/40 OF SHEARWALL BELOW RAFTERS & SHEATHING PER PLAN D. wAs, NAILING PER SHEARWALL PER PLAN u / mmummmI I `` co d� SCHEDULE ALIGN LSL 13/4" OVER _ _ — f' �_ SHEARWALL — 111111111111111 — V / I` � 1 T T ,K T T T T _-0_=_ PANEL EDGE NAILING —*` �' ® 401gi ° �' ' BEAM PER PLAN N A35 PER SHEARWALL PER SHEARWALL / \\\ SCHEDULE111111111111111111"ouni SCHEDULE ITS HANGER 2x BLOCKING (may be 16d @ 6"oc DESIGN: JOISTS Sc SHEATHING BEAM HEADER PER drilled for venting) DRAWN: SRW / HU HANGER �i LSL 13/4 LEDGER W/ (3) /4 I PER PLAN / PLAN (where occurs) ,, HEADER PER PLAN _ ,� NHD /' SHEARWALL PER PLAN — ROWS SDS1/4x41/2 SCREWS (where occurs) 16"ocCHECKED: C — 7 LSL 31/2" LEDGER W/ (4) @ INTO EA. STUD BDM TJI BLKG. @ 48"oc \i ROWS SDS1/4x6" SCREWS @ 16"oc INTO EA. STUD APPROVED: BDM NAILING PER SHEARWALL // // SCHEDULE FOR CALLOUTS FOR CALLOUTS IN COMMON IN COMMON SHEARWALL PER PLAN — REFER 7/S4.3 REFER 7/S4.3 1 // 2 3 Balloon Frame Parapet 4 REVISIONS: (2)16d TOENAILS EA. RAFTER WEB STIFFENER EA. SIDE H2A ANCHORS @ 48"oc 8d @ 6"oc PER MFR. RECOMMENDATIONS '��� WI (4) 8d EA. END sio INSULATION LAYER PER 8d @ 6"oc 8d @ 6"oc A35 PER SHEARWALL (2)2x TO MATCH RAFTER ARCH. SCHEDULE 8d @ 6"oc, TYP. DEPTH (4)8d INTO EA. BLOCK (4)8d INTO EA. BLOCK (2)16d TOENAILS @ 24"oc OUTRIGGER & SHEATHING RAFTERS & SHEATHING FULL—DEPTH 2x BLKG. PER PLAN INSULATION LAYER PER JOISTS & SHEATHING RAFTERS & SHEATHING D PER PLAN ARCH. PER PLAN PER PLAN OUTRIGGER & SHEATHING ___ __ I. PER PLAN RAFTERS & SHEATHING j, - T w 1111M— T r 1 PER PLAN _ — — — — — — _ _ ! - -FASCIA PER ARCH., H1 EA. OUTRIGGER N \\ -_ ir U.N.O. ON PLAN T T T '� H1 EA. OUTRIGGER LSSR HANGER TJI BLKG. @ 48"oc 1 LTP4 PER SHEARWALL I A35 PER SHEARWALL 16d @ 6"oc SCHEDULE SCHEDULE HU HANGER BEAM PER PLAN C — 7 LSL 13/4 LEDGER WI (3) 16d TOENAIL EA. RAFTER TJI BLKG. @ 48"oc ROWS SDS1/4x41/2" SCREWS NAILING PER SHEARWALL C — 7 /\ SCHEDULE \/ — @ 16"oc INTO EA. STUD /\ —H8 EA. RAFTER LSL 13/4 LEDGER WI (3) — ROWS SDS1/4x41/2" SCREWS HEADER PER PLAN BEVELED BLKG. AS REQ'D. @ 16"oc INTO EA. STUD // SHEARWALL PER PLAN — (where occurs) PROJECT TITLE: HEADER/BEAM PER PLAN (where occurs) Van Sickle Residence 5 // 6 8 3010 Georgia PI 7 Anacortes, WA 98221 A35 PER SHEARWALL A35 PER SHEARWALL SCHEDULE SCHEDULE ARCHITECT: A35 PER SHEARWALL (2)16 TOENAILS EA. (2)16 TOENAILS EA. Stoner Architects, LLC SCHEDULE 8d @ 6"oc, TYP. RAFTER 8d @ 6"oc, TYP. BLOCK 2400 E Boston St. Unit 106 Seattle, WA 98112-3060 (2)16d TOENAILS THRU A35 @ 24"oc FULL—DEPTH 2x BLKG. (2)16d TOENAILS @ 24"oc FULL—DEPTH 2x BLKG. (5)8d INTO EA. BLOCK 206.284.2205 EACH BLOCK 1 —0 PANEL EDGE NAILING A34 W/ #9 SCREWS OUTRIGGER & SHEATHING RAFTERS & SHEATHING OUTRIGGER & SHEATHING RAFTERS & SHEATHING PER SHEARWALL BELOW i (5) 8d INTO EA. BLOCK 8d @ 6"oc PER PLAN IlifPER PLAN PER PLAN PER PLAN RAFTER TO BLKG., TYP. EA. END mirrar,o_4_______ ISSUE: ,n, ‘1� T T i PERRAFTPLANS & SHEATHING FASCIA PER ARCH., AvArFASCIA PER ARCH.,__.-7 2x FLAT BLOCKING U.N.O. ON PLAN —_ U.N.O. ON PLAN PERMIT 7 ►� FASCIA PER ARCH. —, 7r,._______ _________ H1 EA. OUTRIGGERV\\I SF IIN:alillial H1 EA. OUTRIGGER (2)16d TOENAILS EA. ��.°: 71 RAFTER intSHEET TITLE: TJI RAFTERS & LTP4 PER SHEARWALL - LTP4 PER SHEARWALL / SHEATHING PER PLAN TJI BLKG. @ 48"oc WF BEAM PER PLAN SCHEDULE per arch. s- SCHEDULE per arch. Wood Framing BEVELED NAILER TO ALIGN LSL 13/4" OVER NAILING PER SHEARWALL MATCH BEAM WIDTH W/ \ 13/4" LSL RIM — WEB STIFFENER EA. 13/4" LSL RIM — TJI BLKG. @ 48"oc Details 2"� W.T.S. @ 24"oc CONN. PER 12/S5.1 SIDE PER MFR. SHEARWALL U.N.O. PER SCHEDULE / \/ NAILING PER SHEARWALL /\ RECOMMENDATIONS NAILING PER SHEARWALL \/ HEADER PER PLAN PLAN (countersink as reg'd.) SCALE: SHEARWALL PER PLAN (provide (2) min. w/in — PIPE COLUMN BEYOND SCHEDULE — SCHEDULE — (where occurs) 3/4" = 1'-0" U.N.O. a single bay) H2.5A EA. RAFTER DATE: SHEARWALL PER PLAN SHEARWALL PER PLAN — August 5, 2021 HEADER PER PLAN PROJECT NO: //I (where occurs) 00407-2021-02 SHEET NO: // // S4 3 • Interior Shearwall 9 1 0 1 1 1 2 QFOgCODE t � 1TY ��{ TRUCTURAL�� �� 0 ENGINEERING m Allalak gCOR. o �1.0FIELD 134Sep 2124 Third Avenue ssfengineers.com -Suite loo Seattle, p: 6443• g neers.com OUTRIGGERS & SHEATHING PER PLAN 934 Broadway - Tacoma, WA 98402 p: 253.z84.947o ssfengineers.com RAFTERS & SHEATHING io Copyright 2021 Swenson Say Faget-All Rights Reserved PER PLAN 7 __________________________________ LSSR HANGER, TYP. MIX ` ®g WAS t.O BEAM PER PLAN, TYP. / efri, Y. 4 45863 ''ZONAL C — 7 \/ DESIGN: /\ SRW L _ � DRAWN: NHD SHEARWALL PER PLAN .- CHECKED: BDM APPROVED: BDM // FOR CALLOUTS IN COMMON REFER 12/S4.4 1 2 3 4 REVISIONS: (2)16d TOENAILS EA. OUTRIGGER 2x BLKG. W/ (4)8d INTO HSS BEAM PER PLAN W/ 8d @ 6"oc, TYP. EA. BLOCK 2x NAILER W/ 5/8"o W.T.S. @ 24"oc, TYP. (countersink OUTRIGGERS & SHEATHING OUTRIGGERS & SHEATHING as req'd.) PER PLAN PER PLAN / , ___1.Willi DPD: RAFTERS & SHEATHING (2)16d TOENAILS @ 24"oc a�PER PLAN �Ti \k/ / \ \ \ RAFTERS & SHEATHING \ PER PLAN HANGER PER PLAN, TYP. 7 /\ _ � SHEARWALL PER PLAN // FOR CALLOUTS PROJECT TITLE: IN COMMON REFER 12/S4.4 Van Sickle Residence 5 6 7 8 3010 Georgia PI Anacortes, WA 98221 A35 PER SHEARWALL SCHEDULE ARCHITECT: HSS BEAM PER PLAN W/ 2x BLKG. W/ W/ (4)8d INTO Stoner Architects, LLC (2)16 TOENAILS EA. 2x NAILERS EA. SIDE 8d @ 6"oc, TYP. RAFTER 2400 E Boston St. Unit 106 (bevel as req'd.) W/ 5/8"o OUTRIGGERS & SHEATHING Seattle, WA 98112-3060 W.T.S. @ 24"oc (countersink PER PLAN FULL-DEPTH 2x BLKG. 1 -O (2)16d TOENAILS @ 24"oc 206.284.2205 as req'd.) (2)16d TOENAILS EA. OUTRIGGER & SHEATHING min. RAFTERS & SHEATHING AV OUTRIGGER PER PLAN PER PLAN \�:�u— IF___ _____-...- VOAISSUE: ,� �'I�r FASCIA PER ARCH., ` _ PERMIT II! U.N.O. ON PLAN me if LSSR HANGER, TYP. 1.11111.1 H1 EA. OUTRIGGER BEAM PER PLAN SHEET TITLE: LTP4 PER SHEARWALL xs, SCHEDULE per arch. z Wood Framing 13/4" LSL RIM WEB STIFFENER EA. Details C — 7 C — 7 SIDE PER MFR. /\ NAILING PER SHEARWALL /\ RECOMMENDATIONS SCALE: L _ SCHEDULE L — 3/4" = i'-o" U.N.O. H2.5A EA. RAFTER DATE: SHEARWALL PER PLAN — SHEARWALL PER PLAN August 5, 2021 HEADER PER PLAN PROJECT NO: (where occurs) 00407-2021-02 SHEET NO: // FOR CALLOUTS // IN COMMON REFER 12/S4.4 9 1 0 11 1 2 S4 • 4 QFORCODE w4( 1T Y oec A{ :1;RUCTURAL�� � 0NGINEERING m lialak � Sepp: 2idAvenue-Suite goo 8 10FIELD p: a6443.6 ssfengineers.com 934 Broadway - Tacoma, WA 98402 p: 253.z84.947o ssfengineers.com _ Copyright 2021 Swenson Say Faget-All Rights Reserved (3) sides v 1/4 HSS BEAM PER PLAN ��`` 1,, 1^ `S. D' "t 12 / ,� / 12 BEAM PER PLAN co WAs' �,Q� ��� typ. / 1 • �� ,. O 44583 A `rSIONAL OW / �,� R 1/2" TO MATCH BEAM (3/16)\ WIDTH W/ (4)SDS1/4x3 DESIGN: SRW DRAWN: Elevation NHD CHECKED: BDM APPROVED: BDM 1 2 3 4 REVISIONS: HSS BEAM PER PLAN W/ NAILER PER 7/S4.4 (11/S4.4 ® 'SIM.') HSS BEAM PER PLAN \ / DPD: / / ® AIIIIIIIIIIIIIIA POST BELOW /N // / ro—� /- = / ro W1A14. 1U—SHAPED BENT R 1/2' \/ /; ;// W/ (2)1/2"o THRU BOLTS /\ / ; /L — — — — — — L--- J — — / I / / ��N / (3/16) 2" 2" BEAM ORIENTATION / AT SIM. ® /// (3/16) / POST PER PLAN Plan View Section PROJECT TITLE: Van Sickle Residence 5 6 8 3010 Georgia PI Anacortes, WA 98221 ARCHITECT: (2)3/4"o BOLTS $—(4)3/4"O BOLTS Stoner Architects, LLC AT BEAM GAGE 1AT BEAM GAGE 2400 E Boston St. Unit 106 // I I Seattle, WA 98112-3060 BEAM PER PLAN 11,,I I, 206.284.2205 2 / ?'k"/ // ®/ - -- - ISSUE: i / = 71 // PERMIT \ / // BEAM SIZE PER PLAN Nam- - • // / V / / \ 3/16 V tYP SHEET TITLE: / // HSS BEAM PER PLAN BEARING R 1/2" / // — R 1/2" TO MATCH BEAM COLUMN PER PLAN (3/16) �L 4 WIDTH W/ (2)3/4"o LAG Steel Details (3/16) ---\ SCREWS (embed 4") Where Beam Stops Where Beam Continues 1° = 1'-o" U.N.O. // DATE: August 5, 2021 NOTE: PROJECT NO: BEARING PLATE THICKNESS SHALL BE 00407-2021-02 3/4" WHERE DEPTH OF SUPPORTED SHEET NO: Plan View MEMBER EXCEEDS 24" 3/4' = 1'-0' S5 . 1 9 1 0 11 T ical Beam Bearin on Pie Column 1 2 Yp 9 p --- r RCOD� BMP T5.13 / SS , _ \ EROSION CONTROL NOTES Q �aFc `'° POST-CONSTRUCTION N� �' /\ A. A CERTIFIED ER❑SI❑N AND SEDIMENTATI❑N CONTROL SUPERVIS❑R (ESC) IS REQUIRED, w4AY � SP P��P / / \ THE ESC C❑NTR❑L CALSSVWI❑R THIN UST 3YEASE ATTENDED A FR❑M T❑DAY'SCERTIFIED DATE, MUSTROSION PR❑VIDENDCERTDIFICATIONI❑N � SOIL QUALITY AND C)E \C � �� m DEPTH ON ALL i it S ) .P'')\ / / / \ B, THE CERTIFIED ER❑SI❑N AND SEDIMENTATI❑N C❑NTR❑L SUPERVIS❑R WILL ❑VERSEE AND �`QCOR 1891 � �`�rvr � DISTURBED SOILS 110�� �4� \ ��� -5 55 / / / \ \ BE RESP❑NSIBLE FOR ALL ER❑SI❑N C❑NTR❑L, THE FACILITIES SHALL BE INSPECTED DAILY ��F�Lose� 211 \� v�� / \ AND MAINTAINED TO ENSURE PROPER FUNCTI❑NING. WRITTEN RECORDS SHALL BE KEPT BMP C2,40 TEMP, C\Z Q / / OF WEEKLY REVIEWS AND AFTER EVERY SIGNIFICANT STORM EVENT OF THE ESC FACILITIES �(� \ \ DURING THE WET SEASON (❑CT❑BER 1 TO APRIL 30), MONTHLY REVIEWS DURING THE 00 SEDIMENT TRAP N - ,- 4 / DRY SEASON (MAY 1 TO SEPTEMBER 30), WRITTEN RECORDS SHALL BE TURNED INT❑ THE z ROCK \ PROJECT MANAGER OR INSPECTOR ON A WEEKLY BASIS AT THE WEEKLY SCHEDULED O S / \ PROJECT MEETINGS. - 9' X 9' SURFACE AREA �E , ` 3E��Y � S � � • . ROC< WALE ABOVE OVERFLOW f _ \ C, ER❑SI❑N CONTROL MEASURES SHALL BE IN PLACE PER THE APPROVED SET OF PLANS w SEE DETAIL i „- All E\CR_ACHVE\T PRI❑R TO ANY C❑NSTRUCTI❑N START. / / /O BMP T5,10C D, THE ER❑SI❑N CONTROL SHALL BE INSPECTED ONCE A DAY AND M❑DIFIED TO MEET THE \ EXIST, -�� �� -5�) 10' PERFORATED SURROUNDING CONDITIONS AS NEEDED. c) „ SS STUBM P E. PR❑VIDE A SIGN DISPLAYING A 24-HOUR CONTACT NUMBER AND NAME OF THE ESC o0 TWO 4 PVC STUB OUT SUPERVIS❑R, THE LETTER SIZE SHALL BE A MINIMUM OF 2-INCH LETTERS. THIS SHALL BE '�+ SD PIPE \ �� �d SEE DETAIL IN PLACE PRI❑R TO C❑NSTRUCTI❑N START, REMEMBER, THE LOOK OF THE SIGN WILL BE A C REFLECTI❑N OF THE CONTRACTOR, DEVELOPER AND DEVELOPMENT. EZ4 .4 CQ DISCHARGE14004040.. _ _ BMP C233 F. 07,3),S ORMDR DRAIN SYSTEM EXISTING CLEANED T❑ITCHES ALL THEBE ACCEPTANCEDAILY❑F THEECITION❑F a O / SILT FENCE ANAC❑RYES PRI❑R TO THE ACCEPTANCE OF THE PROJECT. w / / X X 85 4" PVC STORM G. STABILIZED C❑NSTRUCTI❑N ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING p.., O / V OF C❑NSTRUCTI❑N AND MAINTAINED DURING THE DURATI❑N OF THE PROJECT. ADDITI❑NAL = `- / / / / EXIST. ROCK RETAINING WA - '' LINE FOR ROOF MEASURES MAY BE REQUIRED SUCH AS WASH PADS TO ENSURE THAT ALL PAVED AREAS ARE = w FENCE ON �, AND FOOTING KEPT CLEAN, NO MUD IS ALLOWED TO ENTER ONTO CITY STREETS. / / �� �_ H. ANY S❑ILS EXPOSED THAT WILL NOT BE DISTURBED FOR TWO (2) DAYS DURING THE WET Oln.11111 ---:_ DRAINAGE SEASON OR SEVEN (7) DAYS IN THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH '—' 1 '�i� — eum-. APPROVED ESC METHODS (SEEDING, MULCHING, PLASTIC C❑VERING, ETC.) CONC. WALL BMP C233 +►_ S�'' ��4- 19°-- I. TWO (2) WEEKS PRI❑R TO THE BEGINNING OF THE WET SEASON (❑CT❑BER 1), ALL DISTURBED ~ w /���/,IIIIIIIIIIIIIuIIIII�� �_ AREAS SHALL BE REVIEWED TO IDENTIFY WITHCH ONES CAN BE SEEDED IN PREPARATION FOR x 0—' w SILT FENCE `I 1III�►: THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE (1) WEEK OF THE ' `T' i' � __ BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE LSZY7:474iPr �T� CD L - 7i - \ D \ , �r .-'7 ///// �� AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE PROJECT MANAGER. THE PROJECT 44 w O L •riillllllllllllli: MANAGER CAN REQUIRE ADDITI❑NAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT CQ •.:11/nii.nh.lulllll■.i PROPERTIES ❑R DRAINAGE FACILITIES, Q 11111111 ■:����� d Required Storm Water Facilityand other related requirements: ••i/ aJ. PENALTIES FOR AN EROSION CONTROL VIOLATION ARE SUBJECT TO A $300 TO $1,000 FINE FENCE X EMI�����111111111111111.111�-_' UNDER CHAPTER 17.66 - PENALTIES FOR VI❑LATI❑N (AMC), EACH DAY IS C❑NSIDERED ....S...S.. -� - tmP 'T"5 td G - t .c- P�a�a7 f�c t�r� at—� SANITARY 11111111111�! A DIFFERENT VI❑LATI❑N, 44 SEWER ss �- .. ""�1'!1'll, 211 BMP C103 �� T . tZj r �� `"S - REMOVE ALL TEMPORARY EROSION CONTROL MEASURE WHEN THE SITE IS LANDSCAPED AND SOILS ARE 111!l1111111 . HIGH VISIBILITY �tirvIt 1�� 1- icier. 190 h'h�1-� • ta te5 1 �Si1C�J • STABILIZED. STORM '°�� _ ��` ALL DEWATERING SHALL DISCHARGE INTO A SEDIMANT TRAP OR SEDIMENT POND. SEWER SD ♦ ��� ��_ FENCE ij ♦ 'I,— 2O5 THE CONTRACTOR IS TO PROVIDE TO THE CITY INSPECTOR THEIR SPILL PREVENTION PROGRAM TO BE INPLACE WATER W ��` , _ - DURING CONSTRUCTION. MAIN 4 MI HIGH VIS, X X , 210— .G� %( A\2920 ` v� */ 1--111: 121 :,;528 als z� \ - FENCEi 3006 :8�SILT X X BMP C103t� 29°9 05 02 a°2 29 O12 / ' 27FENCE HIGH VISIBILITY 15 \ �.• CAB�E� AL /� 3022 .1 2911 ® � oe ♦ , v`�.� �� P IS aFENCE -��� E� �� _ .• � / �� 20., ,,/01, i- 218- 0•11-- \ \ Ike, J 10' UTILITIES EASEME\T �`^��• ik _ 2eo7,- r \V‘ cr) 11111141111W. .K/ S PEE• 3011 U /�)\\ II , 4.O x `"" \ c'o G\2 _ I 2918 2NO SS. fit `. �.„1 rO ,. \, Y 3107 • /;....... :,, 3002, \Nes- _. — -0 , F. _ , V W 7�/ , . / i 3214 \ 0 1306 / T^ /��215 33012pc2 ... 4 o� �v •.. n n 4 ��Aj 1.GEORGIA ,� III ` c��' ���• -_ 12091216 , v/ _ DC; e f, ,7 �--� 3011 \ 12o7 V� _ 3207 1208 �� ., 3003 1318 �.t .n ` ,. O 3104 ' 1401 V v ci \ C E v� /3211 4 •13 \ 20.� �1 ^T'�903 •("� � • 3019 _ _ 1�1co�VV� / ._� 1212 ,. - - "4 \\ ;. p 11: i402 0BMP C105/C107 OCS 4� .0 ,- 3103 3 ,1318, 1 B 319 i� W 3� 3111 \ m �` C\--- CO Pal `. .' `r a CENSTRUCTIEN s Io ; A� �� `'��� w s e ,� . �� /1 y�3 1215 �► '� 3119 1315 O , °1n�'- m b f C 7 W I BMP C154 1 8 BMP C1�3 ENTRANCE o �`�/ • 2810 2806 i„i TEMPORARY SOIL 405 61a 2°02- °' CONCRETE I CRUSHED ROCK ��' 3211 3zo3 320 j( , _J ..1 C� O 0 _— -: 11 . STOCKPILE 3213 316 �! 3004 . PL• 5280]uF• n12 n08 O WASH-OUT 3 ,:1 ,J .� e o r Q BASE "a y` 3217 / 3008 F nla LOCATION. COVER 3014 �,- 2.11 �� 027M CoirD 4 ,• .a 3018s 281] Q c e WITH STRAW OR 1302 3202 j-73:'\,,. 302� 30012]lb3104 /Q P 3007 °✓� �c`VISQUEEN 3216 %I b0 .� 3\� P-^.4Y0`Yl�••;a z]t9 . 2]°] 270�3O(\�\\\ 3uR �-• 3116 �_ \ 3015 z819 � _3120 { �� nos. / q '0 31014� 3019 �, 2]2°/ nls 'ziOca 3220GRAPHIC SCALE 3306 3302 ), � o` C''ai;., 3109 j p 404 0 20 0 1 0 20 40 80 /' 32153209 D 3/ 3115 � !>.. / n1 lic / c s.�32173221 \1 331�::::- `�� 10418 ` 300, / - ./( _ ` 7.� �� 2815\ '''AINI V vie, 1 inc11EET 20 ft. �) �s.,i�`,�� 02 01R �� �� 2808 2809 r813 500 / 3110 - 6•m. / ( O i 3120 •:�il�L• • t281,g - \ ' * 16°1` 6 281] 1600 \---n i 28141. Size the Below Inlet Grate Device (BIGD) for the storm water structure it 3119will service. � � 2. The BIGD shall have a built-in high-flow relief system (overflow bypass). CONSTRUCTION STANDARDS 612I vm3 r� 1608 I 6 9 4 2901 is The retrieval system must allow removal of the BIGD without spilling the 310 �, e 3. collected material' ALL IMPROVEMENTS IN CITY RIGHT-OF-WAY SHALL BE CONSTRUCTED TO THE CURRENT WSDUT �'' 2909 I 2903 Perform maintenance in accordance with Standard Specification 8-01.3(15). SPECIFICATION AND CURRENT CITY OF ANACORTES ENGINEERING STANDARDS. ►'!' 291] � r" � -� 2908 4. (c ,,,1/4„ y "� 1620 eQ a 2913 2909 4 290] .5" MAX. SOIL AMENDMENT NOTE �. �— 2915 2911 s \29°5 DRAINAGE GRATE TRIM BMP T5,131 POST C❑NSTRUCTION SOIL QUALITY AND DEPTH. GRATE FRAME p\\\-\- \\\\\ SEE APPENDIX OF DRAINAGE REPORT FOR SPECIFICATION ON PROVIDING SOIL AMENDMENTS FOR ALL DISTURBED S❑ILS OUT SIDE OF IMPERVIOUS AREA AROUND BUILDING AND PAVED AREAS. , r k_ a DRAINAGE GRATE v ' °_ -RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM(TYP.) a SEDIMENT AND DEBRIS ° ,• C \ / — _ _ \ T V F OVERFLOW BYPASS ��i S A r� N t. `YS- ' I BELOW INLET GRATE DEVICE 1„, l .� rF r . , ... o �/ < , f 1 r 7.... „0..- FILTEREDi 1 This plan sheet is accepted for construction in accordance with the 1' WATER ' I f {ER City of Anacortes ordinances and policies. Actual conformance of the SHEET NO. \ 1 �� CONSTRUCTION SCHEDULE of wAsy lC� design with applicable laws is the sole responsibility of the P� , ti�T professional engineer, whose name and stamp appear on this sheet. d Acquiring, complying with, and providing mitigation for all Federal, III GRAPHIC \tCALE 1, Install BMP C105 Construction Entrance, BMP C233 Silt Fence, BMP C103 High Visibility ' . 1 State, County, and Local Laws, permits, and mandates, including but C 1iL BQ W INLET ORATE DEI/ E A. not limited to the Endangered Species Act, Federal Wetland Permit 1,3. 00 OVERFLOW BYPASS(TYP.) Construciton Fence and catch basin sock inserts, g p - ' --m�� ,pi■ 2, Install BMP C154, Concrete Washout Basin. 1 �, 1,. 277 State Department of Fisheries Hydraulics Permit, Federal Flood Plain REV.: ( IN FEET 3, Install BMP C240, Sediment Trapas required. 4. �� Permits, National Pollutant Discharge Elimination System Permits is 1 inch = 30 q O� R-c/sTEE� ��� the responsibility of the Developer, Landowner, and their Engineer. JOB NO: 2021-127 ' o' • o' \iON 4, Excavation of foundation, FSS/ONAL ENG The issuance of thispermit shall not be construed asproof of STORM DRAIN INLET 5, Install footings, foundation and utilities, DATE: July 2021 compliance with applicable laws and permit requirements. ' , D , D ' , D PROTECTION 7. Install dispersion trench. Protect infiltration trench from sediment until site is stabilized, ISOMETRIC VIEW p July 31, 2021 DRAWN: D. HERRIGSTAD STANDARD PLAN I-4 0,2 0-0 0 8, Construct home with gutters and connect to dispersion trench. SECTION VIEW 9, Connect to driveway as soon as concrete pavement is in place. CITY ENGINEER DATE CHECK: D. HERRIGSTAD NOT TO SCALE 10, Installation of BMP T5,13 Post Construciton Soils and landscaping. The acceptance will expire one year from the date noted above. SHEET_1 _OF_-_- �OOg CODE co A �� Arc YO {* 7ellialic,) Figure 11-4.1.1 Stabilized Construction Entrance Figure II-4.1.7a Concrete Washout Area area. BMP C107: Construction Road/Parking Area Stabilization ,p, 1891 �' Figure 111-3.1.8 Perforated Stub-Out Connection 'To FIELD i c Purpose NOT TO SCALE ■-• 3m Minimum -+ Stabilizing subdivision roads, parking areas, and other on-site vehicle transportation Q 0 0 0 Lath and flagging routes immediately after grading reduces erosion caused by construction traffic or runoff. 0 t ) (_) O on 3 sides C)o Conditions of Use o / � Sandbag random fill I / I, ...4 o Berm Sandbag Road //10 Roads or parking areas shall be stabilized wherever they are constructed, whether per- 10 mil plastic lining -1'\ ���/� r' manent or temporary, for use by construction traffic. varies O o �► =�, A� tA 6" filter fabric p c��i-: 0 0 i./i. CO ".f�410 • High Visibility Fencing (see BMP C103: High Visibility Fence (p.269)) shall be „ >— `-� 1 m �.p�•� .:.::�• �. �i '+;�'��ts,. 18"min. T �+' _r.,w. ,r..-r� ..�1 poll pipe CO ,,,r �00, �,;.0 installed, if necessary, to limit the access of vehicles to only those roads and park- Berm !,+44,A; ,,-,...� ' •..•:�.t`-.•� ►'fix-!'�����. .� o _+�%w� /%+� c. I_ �►' : • �► �t fir. f= ^% ing areas that are stabilized. � J\ `� �- "�_ '�` 1 ' " s "washed rock Cr) CYJ *�;.�`' :'!�'!� o o Section A-A i', ��+i."I�r''s,'9�'� • 2; E • • 100'min. Fi � +...dllidel �. /I -�•1-*-�*-1x- -�*; Design and Installation Specifications 10 mil plastic lining �; // �/ +.,�f ������,���� Plan Notes: I O /' ��� w w Yw � -'?+ 1. Actual layout -.+ 24"min. +-I - -. ,�.. Z .•�...�,�,Y, On areas that will receive asphalt as part of the project, install the first lift as soon determined in the field. W Q C+'J 4�' - ti� Type "Below Grade" 2. A concrete washout Install driveway 1 .is� •� � •� k, as possible. within 10 m of the (24 culvert if there is a 'u'7 -7„--„"�„7 % sign shall be installed /� Q, CD roadside ditch present 4"-8"quarry '`".0-;, .1" ,"1 -;,, • A 6-inch of 2- to 4-inch crushed rock, gravel base, or crushed surfacing base temporary Trench X-Section w depthg 3m Minimum concrete �2 spells :eitit .ialP ti washout facility. NT- --*X-4*,-4• course shall be applied immediately after grading or utility installation. A 4-inch E—, co •,=- —,;*ilitVi course of asphalt treated base (ATB) may also be used, or the road/parking area Wood frame *�`46-.4 ,4-r.twiez. may be paved. It may also be possible to use cement or calcium chloride for soil B B securely fastened Geotextile ��e+ + + + around entire slope —► _ �y Il ♦� '4,}` * '•T�.x-* stabilization. If cement or cement kiln dust is used for roadbase stabilization, pH perimeter with two _ ..�.wf i �' �� ,� rj stakes �`^+•- t=" =!" monitoring and BMPs {BMP C252: High pH Neutralization Using CO2 (p.409) and Varies `� 10miI `� to road l", it;:► •�=.;-,• BMP C253: pH Control for High pH Water(p.412))are necessary to evaluate and �� plastic lining , (•i -drainage system ,5'min. minimize the effects on Stormwater. If the area will not be used for permanent o Notes: roads, parking areas, or structures, a 6-inch depth of hog fuel may also be used, Stake(typ.) — w o J 1. Driveway shall meet - \ / the requirements of the 12"minimum thickness \/ Section B-B 2 x 10 permitting agency. \ but this is likely to require more maintenance. Whenever possible, construction level trench C''J Z roads and parking areas shall be placed on a firm, compacted subgrade. 10 mu plastic lining w/perf pipe = d"1 ." 2. It is recommended that Provide full width Two-stacked 7- the entrance be of ingress/egress 2x12 rough Plan crowned so that runoff area • Temporary road gradients shall not exceed 15 percent. Roadways shall be care- wood frame drains off the pad. fully graded to drain. Drainage ditches shall be provided on each side of the road- Type "Above Grade" with Wood Planks 44 way in the case of a crowned section, or on one side in the case of a super- NOT TO SCALE Plan View of Roof akin elevated section. Drainage ditches shall be directed to a sediment control BMP. r•ftWiM NOT TO SCALE Figure 11-4.1 .1 • Rather than relying on ditches, it may also be possible to grade the road so that run- Figure II-4.1 .7a ftaiMill Stabilized Construction Entrance off sheet-flows into a heavily vegetated area with a well-developed topsoil. Land- ulal Concrete Washout Area __ Figure III-3.1 .8 DEPARTMENT OF Revised June 2015 scaped areas are not adequate. If this area has at least 50 feet of vegetation that DEPARTMENT OF Revised June2015INWI Perforated Stub-Out Connection ECOLOGY water can flow through, then it is generally preferable to use the vegetation to treat ECOLOGY Revised December 2015 Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, Please see httpy'/www.ecy.wa.gov/copyright.html for copyright notice including permissions, DEPARTMENT O F State of Washington limitation of liability,and disclaimer. runoff, rather than a sediment pond or trap. The 50 feet shall not include wetlands State of Washington limitation of liability,and disclaimer. ECOLOGY or their buffers. If runoff is allowed to sheetflow through adjacent vegetated areas, it Please seehttp://y,and y.wa.mer. pyrighthtmlforcopyrightnoticeincludingpermissions, State of Washington limitation of liability,and disclaimer. is vital to design the roadways and parking areas so that no concentrated runoff is - a) created. 0 2014 Stormwater Management Manual for Western Washington 2014 Stormwater Management Manual for Western Washington 2014 Stormwater Management Manual for Western Washington 2014 Stormwater Management Manual for Western Washington cC) Volume 11- Chapter 4 -Page 273 Volume II- Chapter 4 -Page 277 Volume 11- Chapter 4 -Page 322 Volume Ill- Chapter 3-Page 466 o g l� , .4 a.) C.V.: a.) 1 CO Ct r © a) Figure 11-4.2.12 Silt Fence Figure 11-4.2.16 Cross Section of Sediment Trap Figure 11-4.2.17 Sediment Trap Outlet 1- • tdD Joints in filter fabric shall be spliced at posts.Use staples,wire rings or O equivalent to attach fabric to posts 2"x2"by 14 Ga.wire or equivalent, if standard strength fabric used , •0::�:❖:�:•O:ara;®•a;.;.;.;.;.;.;.;.��fifgoimmi 1 ��i • 0�•i� ,O� O ��' � • ��� ��i� Oi0a4�ii�i�iiii�i�iiii�i�i•i• -- - �i O• ����'D��'O •• ,'�iiii1= • • e ' iii�i�ii�0ii�iaOri�i•Oi�iii�i0•iii•Oi�ii�,.4 16 Nu � •I !®iiiOiiO•Oiiti'••ii•O••••iii'Oiiiii•,�F_"r •S �•G•�® ••••••••••••••••••••••MOiO•iii0•ii•Oiiii•Oii•O•����P a MI phi •%%i��•%%%%i•��Dii•i•••iii��••.ii•••iiiiiii••0''�T�i► i• MMO !''•`+lll!��eaS%•!'�O•a•••"�Iaaaa�•?.�tii►,►,► ►0 o- �� /\\ .��1 I/voVA�<A�VAoAOVA,A .•��_,L/o\/V/yA y% (\A r r r I Surface area determined 4'Min. I I I I l at top of weir ,. ., - I r 6'Min. "`i Minimum i 6'max I 1'Min. Overflow 4"x4"trench I _ 1'Min. I I-11 I n 1 laT=�011— 1'Min.depth overflow spillway 11 i 1101M111• l tf l l- i i ill11 I�I ll 1 I—1 i i 1 E111E111E111E11 i 1�l I k �y' 1'Min. •—t Post spacing may be increased 2"x2"wood posts,steel rL 3.5'-5' I 1 I ' • • • •• • •'• • i`e to 8'if wire backing is used 'Li7 = I I= fence posts,or equivalent a} 1.5'Min. 1 _�_ Min. 1'depth 2"-4"rockC Flat Bottom 1 11-1 11E 11-11 —II o 1 I—1 11-11 El l o %"-1.5" Washed gravel Native soil or 1 I 1=III=I I 11E 1 E111=111=111=1 I Min. 1'depth 3/4' -1.5" Discharge to compacted backfill washed gravel ') 2"x2"by 14 Ga.wire or equivalent, Note:Trap may be formed by berm or by Geotextile stabilized Geotextile if standard strength fabric used partial or complete excavation. conveyance, 9 p 2"-4"Rock outlet,or level II Rip Rap spreader �o ii /\ Filter fabric ;1 �, HER S �/\\ �l l OF WAsy/'jo� C �, \ :i 2'min u �C tic \/%\ V El �� O nu Backfill trench with \' '' \ _. I: / 1) ` 1 native soil or%4"- +�'•1 �' 27807 a i;=:! /2/\/ 1) 27807 AFC/STE.\ -.C) <'' C F 1.5"washed gravel \/12"min\j\/\\j`� Minimum / \\/�\\o\\// 4"x4"trench �/ SS/ONAL EN ® p 1 ' 4 2"x2"wood posts,steel Ct fence posts,or equivalent NOT TO SCALE NOT TO SCALE NOT TO SCALE July 28, 2021 C a) w"r� Figure I I-4.2.12 rr..i� Figure I I-4.2.16 ab•WM Figure I I-4.2.17 g g g = Silt Fence Illi Cross Section of Sediment Trap Sediment Trap Outlet DEPARTMENT OF Revised October 2014 DEPARTMENT OF Revised November 2015 DEPARTMENT OF Revised November2015 SHEET NO. ECOLOGY Please see httpWwww.ecy.wa.gov/copyright.html for copyright notice including permissions, ECOLOGY Please see httpalwww.ecy.wa.gov/copyrighthiml for copyright notice including permissions, ECOLOGY Please see http:llwww.ecy.wa.gov/copyrighthtml for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. State of Washington limitation of liability,and disclaimer. C 2 State of Washington limitation of liability,and disclaimer. REV.: - JOB NO: 2021-127 DATE: July 2021 2014 Stormwater Management Manual for Western Washington 2014 Stormwater Management Manual for Western Washington 2014 Stormwater Management Manual for Western Washington SCALE: Noted Volume II- Chapter 4 -Page 369 Volume II- Chapter 4-Page 386 Volume II- Chapter 4 -Page 387 DRAWN: D. HERRIGSTAD CHECK: D. HERRIGSTAD SHEET OF