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APPROVED PLN BLD RESUB2 BLD2022-1324+Architectural_Plan+8.1.2023_2.10.24_PM+3700985PROJECT NOTES PROJECT DESCRIPTION ADDITION AND REMODEL TO EXISTING 1-STORY HOME INCLUDING ADDITIONAL 2ND STORY LEVEL REGULATORY 1. ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE FOLLOWING APPLICABLE CODES USED IN THE DESIGN: • 2018 INTERNATIONAL RESIDENTIAL CODE • UNIFORM PLUMBING CODE • 2018 INTERNATIONAL MECHANICAL CODE • 2018 WASHINGTON STATE ENERGY CODE • 2018 INTERNATIONAL FIRE CODE • EDMONDS MUNICIPAL CODE 2. A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, ELECTRICAL AND/OR MECHANICAL WORK AS APPLICABLE. 3. A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOB SITE DURING CONSTRUCTION. ARCHITECTURAL 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE BUILDING AND SITE. IN EVENT OF ANY DISCREPANCY BETWEEN CONTRACT DOCUMENTS AND EXISTING CONDITIONS, OR BETWEEN CONTRACT DOCUMENTS THEMSELVES, THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER PRIOR TO PROCEEDING WITH WORK. 2. DIMENSIONS TO FACE OF CONCRETE, FRAMING OR AS NOTED. 3. IN THE EVENT OF FIELD ERRORS OR OMISSIONS, THE GENERAL CONTRACTOR SHALL NOTIFY DESIGNER AND MAKE NO REPAIRS WITHOUT APPROVAL. 4. DO NOT SCALE CONTRACT DOCUMENTS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, ITS COMPONENT EQUIPMENT, AND PARTS. 6. CONTRACTOR SHALL PROVIDE WORK AND WORKMANSHIP IN A WAY TO MEET ALL APPLICABLE CODES. 7. CONTRACTOR SHALL COORDINATE ALL TECHNICAL TRADES AND SUBCONTRACTORS TO VERIFY MEETING THEIR REQUIREMENTS AS PART OF THEIR CONTRACT. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 9. ALL WASTE AND REFUSE CAUSED IN CONNECTION WITH THE WORK SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. THE PREMISES SHALL BE LEFT CLEAR AND CLEAN TO THE SATISFACTION OF THE OWNER. 10. CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION, AND SAFETY OF THE SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. CONTRACTOR TO TEST FOR LEAD IN PAINT AND ASBESTOS IN AREAS BEING WORKED ON AND REMOVE USING APPROPRIATE ABATEMENT METHODS IF NECESSARY. PROJECT TEAM MECHANICAL OWNER: RON AND MAUREEN HAIDER 5110 194TH ST. SW LYNWOOD, WA 98036 p:206.510.5300 DESIGNER/APPLICANT: ALEXANDRA IMMEL RESIDENTIAL DESIGN, LLC 3439 NW 62ND ST. SEATTLE, WA 98107 Contact: XXX p: 206.501.3038 info@alexandraimmeldesign.com STRUCTURAL ENGINEER: O.G. ENGINEERING, PLLC 8645 22ND AVE. SW SEATTLE, WA 98106 CONTACT: OWEN GOULD p:206.290.4608 owen@ogengineer.com CONTRACTOR: HAIDER CONSTRUCTION 5607 244TH ST/ SW MOUNTLAKE TERRACE, WA 98043 CONTACT: RON HAIDER p: 425.771.3515 ron@haiderconstruction.com CIVIL ENGINEER: INTERLAKEN ENGINEERING & DESIGN PLLC CONTACT: MATTHEW HARINGA p: 206.470.9572 info@interlakenenginering.com MECHANICAL NEW HEAT PUMP (INSERT INFO ON MIN/MAX OUTPUT FROM EQUIPMENT SIZING FORM). REFER TO ENERGY CREDIT OPTION 3. SELECTED HEAT PUMP TO BE LESS THAN 3'-0" IN HEIGHT IF LOCATED WITHIN PROPERTY SETBACK. MECHANICAL VENTILATION WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM DESIGN TO BE DETERMINED, THE VENTILATION SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH SECTION M1505.4.1 THROUGH M1505.4.4. PER M1505.4.3, THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS RATE AS DETERMINED IN TABLE M1505.4.3(1) OR EQUATION 15-1: MIN. VENTILATION AT BATHROOMS/LAUNDRY: 50 CFM/20 CFM CONTINUOUS MIN. VENTILATION AT KITCHENS:: 100 CFM/30 CFM CONTINUOUS EXHAUST DIRECTLY TO THE OUTSIDE. THE POINT OF DISCHARGE OF EXHAUST AIR SHALL BE AT LEAST THREE FEET FROM ANY OPENING INTO THE BUILDING. BUILDING AIR LEAKAGE PER SEC R402.4.1.2, AIR LEAKAGE SHALL NOT EXCEED 3 AIR CHANGES/ HR AND SHALL BE TESTED AS SUCH. A WRITTEN REPORT OF THE AIR LEAKAGE TEST RESULTS, SHALL BE SIGNED BY THE TESTING PARTY AND PROVIDED TO THE BUILDING INSPECTOR PRIOR TO CALL FOR FINAL INSPECTION. REFER TO ENERGY CREDIT OPTION 2. WATER HEATER PROVIDE ELECTRIC HEAT PUMP WATER HEATER. REFER TO ENERGY OPTION 4. BUILDING CERTIFICATE BUILDER SHALL COMPLETE AND POST AN 'INSULATION CERTIFICATE FOR RESIDENTIAL CONSTRUCTION' AND THE 2018 WSEC COMPLIANCE CERTIFICATE WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. LIGHTING A MINIMUM OF 90% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS, PER WSEC R404.1 ENERGY CODES ENERGY CREDITS PER R406.2 & R406.3 2. MEDIUM DWELLING UNIT REQUIRES 6.0 CREDITS ALL DWELLING UNITS THAT ARE NOT INCLUDED IN #1, #3, &#4 FUEL NORMALIZATION CREDIT: 1 CREDIT 2 FOR AN INITIAL HEATING SYSTEM USING A HEAT PUMP THAT MEETS FEDERAL STANDARDS FOR THE EQUIPMENT LISTED IN TABLE C403.3.2(1)C OR C403.3.2(2). OPTION 1 BUILDING ENVELOPE OPTION: .5 CREDIT 1.3 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U=.28 FLOOR R-38 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB OPTION 2 AIR LEAKAGE OPTION: .5 CREDIT 2.1 COMPLIANCE BASED ON SECTION R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAX AT 50 PASCALS. OPTION 3 HVAC OPTION: 2 CREDIT 3.6a DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM WITH NO ELECTRIC RESISTANCE HEATING IN THE PRIMARY LIVING AREAS. A DUCTLESS HEAT PUMP SYSTEM WITH A MIN. HSPF OF 10 SHALL BE SIZED AND INSTALLED TO PROVIDE HEAT TO ENTIRE DWELLING UNIT AT THE DESIGN OUTDOOR TEMPERATURE. OPTION 4 EFFICIENT WATER HEATING OPTION: 1.5 CREDIT 5.4 ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER 1 OF NEEA'S ADVANCED WATER HEATING SPECIFICATION. OPTION 6 APPLIANCE PACKAGE OPTION: .5 CREDIT 7.1 ALL OF THE FOLLOWING APPLIANCES SHALL BE NEW AND INSTALLED IN THE DWELLING UNIT AND SHALL MEET THE FOLLOWING STANDARDS: DISHWASHER - ENERGY STAR RATED REFRIDGERATOR - ENERGY STAR RATED WASHING MACHINE - ENERGY STAR RATED DRYER - ENERGY STAR RATED, VENTLESS DRYER WITH A MIN. CEF RATING OF 5.2 TO QUALIFY TO CLAIM THE CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTIONS BEING SELECTED AND SHALL SHOW THE APPLIANCE TYPE AND PROVIDE DOCUMENTATION OF ENERGY STAR COMPLIANCE. AT THE TIME OF INSPECTION, ALL APPLIANCES SHALL BE INSTALLED AND CONNECTED TO UTILITIES. DRYER DUCTS AND EXTERIOR DRYER VENT CAPS ARE NOT PERMITTED TO BE INSTALLED IN THE DWELLING UNIT. TOTAL CREDITS: 6 BUILDING ENVELOPE COMPLIANCE TO FOLLOW PRESCRIPTIVE TABLE R402.1.1. INSULATION R-VALUE: WOOD FRAMED WALLS: 21 HEADERS AT EXT. WALLS: 10 FLOORS OVER UNHEATED SPACE 30 38 CEILINGS: 49 VAULTED CEILINGS: 38 SLAB R-VALUE & DEPTH 10, 2-FT ENTIRE SLAB BELOW -GRADE WALL R-VALUE 10/15/21 INT + TB MINIMUM U-VALUE: WINDOWS: _30 .28 SKYLIGHTS: .50 OPAQUE DOORS: _30 .28 **SEE ENERGY CREDIT OPTION 1 ABOVE LOT INFORMATION PARCEL: 00548900000302 ADDRESS: 915 BROOKMERE ST, EDMONDS WA 98020 ZONING: RS-12 SINGLE FAMILY RESIDENCE DETACHED OCCUPANCY: R-3 LEGAL DESCRIPTION: PUGET SOUND MCHY DEPOT 5 AC TRS BLK 000 D-02 - S 80FT OF W 270FT LT 3 LESS N 70FT OF W120FT & LESS S IOFT PARCEL AREA: 10454.4 sqft (.24 ACRE) LOT COVERAGE: 35% OF PARCEL AREA MAX HT: 25' MAX. ABBREVIATIONS ADDT ADDITIONAL DR DOOR FO FACE OF HR HOUR (N) NEW SF SQUARE FOOT OR FEET ADJ ADJUSTABLE DS DOWNSPOUT FOC FACE OF CONCRETE HT HEIGHT N NORTH SIM SIMILAR AFF ABOVE FLOOR FINISH DWG DRAWING FOF FACE OF FRAMING ID INTERIOR DESIGN N/A NOT APPLICABLE SOG SLAB ON GRADE APPROX APPROXIMATE (E) EXISTING FO FIN FACE OF FINISH INCL INCLUDE NIU NOT IN USE SPEC SPECIFICATION BLDG BUILDING E EAST FOIC FURNISHED BY OWNER INSUL INSULATION OC ON CENTER SQ SQUARE B.O. BOTTOM OF EA EACH INSTALLED BY CONTRACTOR IN INCHES FL PROPERTY LINE SS STAINLESS STEEL CL CENTER LINE ELEC ELECTRICAL FOIO FURNISHED BY OWNER INT INTERIOR PLYWD PLYWOOD STL STEEL CLG CEILING ELEV ELEVATION INSTALLED BY OWNER JT JOINT PT PAINT STRL STRUCTURAL CTR CENTER EP ELECTRICAL PANEL FRMG FRAMING LTG LIGHTING PTD PAINTED TBD TO BE DETERMINED CONC CONCRETE EQ EQUAL FT FOOT OR FEET MATT MATERIAL RCP REFLECTED CEILING PLAN T.O. TOP OF CONT CONTINUOUS EQUIP EQUIPMENT FTG FOOTING MAX MAXIMUM REF REFERENCE TYP TYPICAL CPT CARPET EXT EXTERIOR FV FIELD VERIFY MDF MEDIUM -DENSITY FIBERBOARD REFR REFRIGERATOR UNO UNLESS NOTED OTHERWISE (D) DEMOLISH FD FLOOR DRAIN GC GENERAL CONTRACTOR MECH MECHANICAL REQ REQUIRED VIF VERIFY IN FIELD DESCR DESCRIPTION FIN FINISH GWB GYPSUM WALLBOARD MFR MANUFACTURER RM ROOM W WEST or WIDTH DIA DIAMETER FL FLOOR HB HOSE BIB MIN MINIMUM RO ROUGH OPENING W/ WITH DIM DIMENSION FLR FLOOR HD HEAD MISC MISCELLANEOUS S SOUTH W/IN WITHIN DN DOWN FLUOR FLUORESCENT HDWD HARDWOOD MTL METAL SD SMOKE DETECTOR WD WOOD WT WEIGHT LIST OF DRAWINGS A- ARCHITECTURAL AO.0 COVERSHEET & ASSEMBLIES AO.1 ASSEMBLIES - SURVEY A1.1 SITE PLAN A1.2 ENLARGED SITE PLAN A2.1 REFERENCE PLANS A2.2 PARTIAL FOUNDATION PLAN A2.3 PARTIAL FOUNDATION PLAN A2.4 PARTIAL 1 ST FLOOR PLAN A2.5 PARTIAL 1 ST FLOOR PLAN A2.6 2ND FLOOR PLAN A2.7 PARTIAL ROOF PLAN A2.8 PARTIAL ROOF PLAN A3.1 ELEVATIONS A3.2 ELEVATIONS A3.3 ELEVATIONS A4.1 PARTIAL SECTION A4.2 PARTIAL SECTION A4.3 PARTIAL SECTION A4.4 SECTIONS A4.5 SECTIONS A4.6 SECTIONS A4.7 SECTIONS A4.8 SECTIONS A4.9 SECTIONS A4.9a SECTIONS A4.10 SECTIONS A6.1 INTERIOR ELEVATIONS A6.2 INTERIOR ELEVATIONS A7.1 WINDOW SCHEDULE A7.2 DOOR SCHEDULE BUILDING INFORMATION (TO OUTSIDE OF FRAMING) EXISTING NEW (HEATED) SINGLE FAMILY STRUCTURE: 1 ST FLOOR 858.58 1421.97 2ND FLOOR 755.28 2ND FLOOR ABOVE GARAGE 570.06 (INCLUDES ENTRY & STAIRWELL) ATTACHED GARAGE (UNHEATED): 540.88 PORTION OF GARAGE UNHEATED: DETACHED SHED TO BE REMOVED: 392 TOTAL HEATED SQ FT 00102 1327 0 00461500000204 P1 0 0 �o 0 m„ mN o z Hindley Ln $ -8 Tm; o Q N��- 840 m ry ti ti 27032400224000 1025 27032400214500 3605.89 C- CIVIL C1 COVER SHEET C2 TESC/DEMO/CSWPPP C4 FRONTAGE PLAN C5 FRONTAGE DETAILS C6 HAUL ROUTE S- STRUCTURAL S1 GENERAL NOTES & TYPICAL DETAILS S2 TYPICAL DETAILS S3 CRAWLSPACE FOUNDATION PLAN S4 1 ST FLOOR FRAMING PLAN S5 2ND FLOOR FRAMING PLAN S6 ROOF FRAMING PLAN S7 SECTIONS & DETAILS S8 SECTIONS & DETAILS S9 SECTIONS & DETAILS 0 sa o o do 0 o a p c s O pp O M O V O v p 0 T 0 0 p O a) q) oS r 0,I' W Ln In I, Q O O o I 13 0054890 Y 1215 00548900000102 1228 005, t- 00418700DO0100 7 I 1212 00548900000202 cch5n4d0 1008 0 00724700000500 0� s 0 o � 915 11 1054890000030 _ 0054890 Brookmere St 920 - OO5481 00548900000403 0 o c 10054891 00766100001000 Mo eo 100c 00548900000412 923 00548900001213 00549 gg T Vlewm0m Pi 930 eta LOO548900001301 0054890 oos7oa000aatoo ; 920 00548900001306 �� lono VICINITY MAP 7 SCALE:1:1.62 Nr^MEL RES/pF 111 O� Q z 0 F�TT<F WA • 2p6 W V 0 z 0 o N w W NLu o V W 00 O Q O". UJ w ine U w W ca 92 w 12 O cry z O o Lu ig ne Z Cie m 0 N W In r L � Q r Z 0k. 0 w W Cie w w 2 t- U- Cie Z 0 cn w 0 w 2 t- Q Z O V 0 Z Q DRAWN BY: JK Z REVIEWED BY: TR O PRINT DATE: 7/31/23 Z DRAWING ISSUE: DATE: V PERMIT SET 9/30/22 Lu PERMIT SET: 0 11/15/22 `n PERMIT SET: 0 7/31/23 Cie 0 O V w Cie w Z 0 U) I..L W 1S. A0m0 FLOOR ASSEMBLIES TAG DISCRIPTION F01 1ST FLOOR TYPICAL FLOOR ASSEMBLY ENGINEERED WOOD FLOORING, TBD SUBFLOOR 4" CONC. SLAB PER STRL. R-10 RIGID INSULATION STEGOWRAP 10 MIL VAPOR BARRIER 4" CLEAN COMPACTED GRAVEL F02 1ST FLOOR FLOOR ASSEMBLY @NEW CRAWL SPACE WOOD FLOORING, TBD PLWD. SHEATHING PER STRL. 2x10 JOISTS PER STRL. R-38 BATT INSULATION [FO3] (E) 1ST FLOOR FLOOR ASSEMBLY NEW WOOD FLOORING, TBD (E) PLWD. SHEATHING (ASSUMED) (E) 2x10 (ASSUMED) JOISTS PER STRL. (E) R- BATT INSULATION (ASSUMED) FILL TO CAPACITY AS NEEDED [FO3] TYPICAL 2ND FLOOR FLOOR ASSEMBLY @MAIN HOUSE NEW WOOD FLOORING AND/OR CARPET, TBD PLWD. SHEATHING PER STRL. 11-7/8" TJI PER STRL. 1l2" GWB TYPICAL 2ND FLOOR FLOOR ASSEMBLY @GARAGE [F04] NEW WOOD FLOORING AND/OR CARPET, TBD PLWD. SHEATHING PER STRL. 11-7/8" TJI PER STRL. R-BATT INSULATION 5l8" TYPE "X" OR EO PER R302.5 F05 GARAGE SLAB @UNCONDITIONED SPACE 4" CONC. SLAB PER STRL. 4" CLEAN COMPACTED GRAVEL F06 GARAGE SLAB @CONDITIONED SPACE (ENTRY AREA) 4" CONC. SLAB PER STRL. (POLISHED) R-10 RIGID INSULATION x -L RES/OF OAP � tiT�< Q • z O F�TT<F WA . 2 0 WALL, FLOOR AND ROOF ASSEMBLIES W V � Z 0 EsN w W N o W co Lu Q ` w �.. J w ui m ♦ ^ V) 12 0 v w z 0 in -o<- 12 Lu Ciem O N W ^ L J L Q r z � O0".Q w W Q4x w ae w 2 H w Cie w cn w w 2 H H H Z DRAWN BY: JK Q Z REVIEWED BY: TR �_ PRINT DATE: 7/31/23 Z DRAWING ISSUE: DATE: V PERMIT SET 9/30/22 Lu PERMIT SET: 0 11/15/22 `n PERMIT SET: 0 7/31/23 w H ae 0 H Q w ~ J Z 0 m w Q Q ine Cie Z V [WO6] Z Cie AOm2 V 1" MIN. AIR SPACE INCL. CONT. BAFFELS V EXTERIOR WALL ASSEMBLIES TAG DISCRIPTION IWO,] EXTERIOR WALL WI FURRING STRIP PTD, SIDING (TBD) VAPROSHIELD "WRAPSHIELD SA" MEMBRANE PLWD. SHEATHING PER STRL. 2x6 INTERMEDIATE FRAMING PER STRL. R-21 BATT INSULATION 1" FURRING STRIP 1l2" GWB INTERIOR WALL ASSEMBLIES TAG DISCRIPTION W11 TYPICAL INTERIOR WALL PTD. 1/2" GWB 2x4 FRAMING PER STRL. PTD. 1l2" GWB EW1 INTERIOR WALL PTD. 1/2" GWB 2x6 FRAMING PER STRL. 1l2" GWB W13 INTERIOR WALL BETWEEN MAIN HOUSE &GARAGE PTD. 1/2" GWB 1x FURRING STRIP 2x6 FRAMING PER STRL. R-21 BATT INSULATION PTD. 1l2" GWB W14 INTERIOR WALL WI FURRING PTD. 1/2" GWB 2x4 FRAMING PER STRL. 3/4" FURRING STRIP PTD. 1/2" GWB W15 INTERIOR GARAGE WALL PTD. 1/2" GWB 2x6 FRAMING PER STRL. R-21 BATT INSUALTION PTD. 1/2" GWB ROOF ASSEMBLIES TAG DISCRIPTION IIR�l STICK FRAMED ROOFS ASPHALT SHINGLE ROOFING FELT UNDERLAYMENT PLYWOOD SHEATHING PER STRL. FND. CONC MlC W/ FND. CONC MlC W/ 2" lP W/ INVERTED NAIL 3" BRASS CAP 0.5' BELOW SURFACE A PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER1 - -0.6' BELOW SURFACE \ PLAT 903732" N8831'17"W 103.00 - � SECTION 24, TOWNSHIP 27 N., RANGE 03 E, W.M., DHA 9030'04" HINDLEY LANE - - CITY OF EDMONDS, COUNTY OF SNOHOMISH , STATE OF WASHINGTON. �w � I I I O�J I �� Ln I LOT 11 I LOT 9 � z � I - _ _ LOT 10 I o � c U) S8 30. 00 „E I ! / I CONC GOES UNDERGROUND S88 31 '17"E 120.01 - 6' WOOD FENCE S88 31 '17"E 5' CHAI LN NK-FE CE I / CONC WALK 150.01 __--_ --- I CONC GOES UNDERGROUND \ x ONE-STORY GARAGE LEANING FINISH FLOOR ELEV=112.2' \ \0, j x 915 I 1\ � O�C 11S' CONC WALK ..a. \ HORIZONTAL DATUM/BASIS OF BEARING: I ONE-STORY HOUSE I \ \ I FINISH FLOOR ELEV=111.6' I xU WASHINGTON STATE PLANE COORDINATE N SYSTEM, NORTH ZONE U NAD8(2007) US FEET AS PRESCRBD BY THCITY OF EDMONDS 6" DIAMETER oy 6 "CONC S--SS- --SS I BRASS RING of I o\ 2-10"CHERRY VER TI CAL DATUM: NA VD88, US FEET, AS PRESCRIBED BY THE vl �\ \\ / LA WN CITY OF EDMONDS. W � � I c� O \ I =xi y� o\ / I xl LOT �-o CONTOUR INTERVAL: ONE (1) FOOT CONTOURS \ Lc) O I \ \ 10' 5' 0 10' 20' � \\\ \ I I LEGAL DESCRIPTION \ - - - - - - _ _ _ _ - J gyp \� W I I o ;, \ (SNOHOMISH COUNTY ONLINE PROPERTY INFORMATION) SCALE IN FEET \ PLANTER I \ \ O 1 8-259 48" / 0 \\ \ m N O RIM 93.92 I I I \O \ I O 1 I CTR. CHANNEL EL 80.8 THE SOUTH 80 FEET OF THE WEST 270 FEET OF LOT 3 PUGET SOUND N MACHINERY DEPOT 5 ACRE TRACTS, ACCORDING TO THE RECORDED PLAT I I y o I 1 I THEREOF, RECORDED IN VOLUME 005 OF PLATS, PAGE 047, RECORDS OF W ? I I ASPHALT I I \ SNOHOMISH COUNTY, WASHINGTON. x DHA 3173-20 I I 12"DECIDUOUS W HUB & TACK I� W N 302439.656 \ \ LESS THE NORTH 70 FEET OF THE WEST 120 FEET, AND LESS THE SOUTH 0 E 1263801.536 o I \o O I \ 10 FEET THEREOF. EL 109.03' I IxQ� Q I y LAWN � -M I l\ 6-4'PLE2-12'HOLL Y Q N N ` LAWN I I op I No. 8 CV I N I I I \ \ I RIM 118. \ \ 120.01 0 1 1 \ IE N 116.6 (4'PVC) --OHFL---OHF---- - - - - - -- - - .= I I q ( )I o OHP---- OHP----OHP---- S8831 17 E - -I- -r - - -a- - - - - _ \\ 11 I OHFL - - - \ I O OHP- - - - 0 - - _ 4-4" APLE \ - -\ 150. 01 - lE S 16.0 (6'PVC) \ I OHFL - - - / I - - - l lE S 16.0 8 PVC OHP- - - - HP- _ I _ _ - OHP-- - OH' - - 2-4 MAPLE - - O - - OHFL - - - p It I _ / I S8831 '17"E BOT 116.0 I - - cn I O - OH - - OHFL�- \ RR TIE -- I Y' 1- �9HP----OHFL --OH ___ OH / I� BORDER ,- RRTIE BORDER \ I I I \� O� OH"_ DHA WASHES \ � MAG NAIL/WASHER OH�t N 302403.631 / o I - - - - - - E 1263935.348 I � N - - - - - - - -- - - `- - -- - - - - - \ / SOUTH LINE TRACT 3 �� - / pH / EL 118.09' I---r--r----�----� -I --- - I I -��-------- ��- AVEL I I I GR VEL ,� / NORTH LINE TRACT 4 - pH I G\ - - - G ` --- G - - - - --L- / -OHP_ \ -I --- W- -- w-r-- W---- W---- w- -- w---- w---- "'�--- ___ 2 G (PSE) I \ /G G G---- I -p _ o W---- W---- W---- W-----:-._.-- ._ ��;..-- -- .N. _ - W-- G---- G- _ (n ' `--------- --- - -- ,, _ r- W--�- IW--� W---- W--- W--- 4 Cl PRD (NOT PAINTED) -- G---- -OHP - ,;1 __ ---- G - --,�W---- W---- --- W---- W W-------G_ -- G--- G---- G---- -AWiwi I--- ---- W---- W---- W� W---- W---- W--- ¢W=�_ ---- I_ \ I Z I I o BR 0 OKMERE STREET pH� U 10 N No. 8-631 11 I I I I I oN No. 8-632 I CB-1 I i t I I I i �' I I - pHlt _ °p CB-1 \ I RIM 103.29 ^o I I �� SSCO I \�E S 101.7 (6�VC) i0 _ I 1 \ RIM 1173 LI - OH/- _ _ RIM 102.54 I S 10 1. 4 (8 VC) I I� I o, I i ,'_ I No. 8-633 I lE @ BEND 116.0 4'PVC 1 lE E 100.3 (12 PVC) N T 100.9 1 I I o o I CB -I I \ ( ) No. 8-634 I I lE N 100.8 (6'PVC) \ o I I i O I RIM 114.43 I I I ASPHALT ROAD I o i lE E 111.8 (12 PVC) I I RIM 118.06 I lE N 100.4 (8"PVC) I I I I I " lE W 100.2 (12"PVC) o o i� I lE W I111.5 (12 PVC) I I I \ lE N 11�.2 (6'PVC) BOT 99.8 I i I I I I Q� I I BOT 110.1 c� 1 1 /E N 115 9 (8"PVC) I \ I \---SS ---SS--SS----SS \ IE W 115.� (12'PVC) I --SD---SD----SD----LSD-�-- D----I I I \ rSD- T114.3 30' ---- - - - --- --1 I � 1---�D- =�-S ----S----Sb--�-SDI----SD----SD----SD----SD---SD--SD----SD- --SD--SD----SD----SLR ---SD---SD------ --- S---SS----SS----SS----SS IISD I I CONNECTION POINT "SSCO � UNKNOWN p / / MB -- -- ---- -- _ I SSCO ASPHALT MB MB - ASPHALT DRIVE NOTES ASPHALT HEDGED DRIVE RIVE SYMBOLS LEGEND SSMH 8-260 48" ABBREVIATIONS RIM 103.46 MONUMENT IN CASE lE N 93.4 (8"CONC) 8 SHRUB MB MAIL BOX CHANNELED BOTTOM - Q) DECIDUOUS TREE SSCO SANITARY SEWER CLEAN -OUT A DHA SURVEY CONTROL DEC DECIDUOUS TREE ® SHRUB/RHODODENDRON SSMH SANITARY SEWER MANHOLE WASHINGTON UTILITY NOTIFICATION CENTER -0- POWER POLE CB STORM DRAIN CATCH BASIN POWER POLE ANCHOR IE INVERT ELEVATION WASHINGTON TICKET # 21488113 1-800-424-5555 0GAS DATE SCHEDULED: 1012312021 DHA ID #33234 METER BOT BOTTOM STRUCTURE TYPE OF WORK: PRIVATE PROPERTY SITE IMPROVEMENTS 0- FLAG POLE WORK BEING DONE FOR: CITY OF EDMONDS P.A. PLANTED AREA 3 YARD LIGHT MEMBERS NOTIFIED CONC CONCRETE ❑ STORM CATCH BASIN DISTRICT COMPANY MARKING CONCERNS CUSTOMER SERVICE REPAIR PRD PER RECORD DRAWING Q SANITARY SEWER MANHOLE CCWAU01 COMCAST CABLE 800-778-9140 800-934-6489 503-617-1212 PVC POLYVINYL CHLORIDE PIPE EDMOND01 CITY OF EDMONDS 425-771-0235 425-771-0235 425-771-0235 ® WATER METER PUGG09 PUGET SOUND ENERGY GAS 888-728-9343 888-225-5773 888-225-5773 SNOPUD05 SNOHOMISH PUD #1 ELEC 800-778-9140 425-783-1000 425-783-1000 WDOTNW03 WSDOT - SIGNAL BRANCH 2O6-442-2110 206-442-2110 206-442-2110 SYM REVISION BY I APPROVED I DATE I SYM REVISION BY I APPROVED I DATE X X ---- G---- G- ----OHP----OHP- ----OT----OT- ----SD----SD- ----SS----SS- ---- W---- W- LINETYPES: EDGE OF ASPHALT RIGHT OF WAY CENTERLINE RIGHT OF WAY BOUNDARY LINE PLATTED LOT LINE FENCE LINE UNDERGROUND GAS LINE OVERHEAD POWER LINE OVERHEAD COMMUNICATIONS LINE UNDERGROUND STORM LINE UNDERGROUND SEWER LINE UNDERGROUND WATER LINE JANE HARTMAN & ASSOCIATES, INC. Surveyors 16928 WOODINVILLE -REDMOND ROAD, SUITE B-107 WOODINVILLE, WASHINGTON 98072 (425) 483-5355 FAX (425) 483-4650 TOPOGRAPHIC MAPPING. THE MAP SHOWN HEREON IS THE RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HARTMAN & ASSOCIATES, INC. (DHA) COMPLETED ON OCTOBER 25, 2021. DHA ASSUMES NO LIABILITY, BEYOND SAID DATE, FOR ANY FUTURE SURFACE FEATURE MODIFICATIONS OR CONSTRUCTION ACTIVITIES THAT MAY OCCUR WITHIN OR ADJOINING THE PERIMETER OF THIS SURVEY. CONTACT DHA (425/483-5355) FOR SITE UPDATES AND VERIFICATIONS. UTILITIES MAPPING: ALL EXISTING UTILITIES SHOWN HEREIN ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED BY RECORD LOCATION OR FIELD TIED AS A RESULT OF A UTILITY PAINT -OUT DURING THE COURSE OF THE FIELD SURVEY. DUANE HARTMAN & ASSOCIATES, INC. (DHA) ASSUMES NO LIABILITY FOR THE ACCURACY OF THE RECORD INFORMATION AND/OR THE UTILITY PAINT -OUT. FOR THE FINAL LOCATION OF THE EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION, CONTACT THE UTILITY OWNER/AGENCY AND UTILITIES UNDERGROUND CENTER (8001424-5555). ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DAAC BY CHECKED DAH ENGR. APPROVED BY DEPT. DATE CHECKED APPROVED APPROVED 1. ALL MONUMENTS VISITED DURING OCTOBER 2021 UNLESS OTHERWISE NOTED. 2. EQUIPMENT. THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE OF THIS SURVEY WAS A LEICA MS-60 ELECTRONIC TOTAL STATION SN# 883508. J. THIS SURVEY COMPLIES WITH ALL STANDARDS AND GUIDELINES OF THE SURVEY RECORDING ACT AS PER CHAPTER 58.09 RCW AND CHAPTER 332-130 WAC. 4. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT. THERE MAY BE EASEMENTS OR OTHER DOCUMENTS OF RECORD THAT EFFECT THIS PARCEL THAT WOULD BE DISCLOSED BY THE PROCUREMENT OF A CURRENT TITLE REPORT. 5. THIS SURVEY REPRESENTS THE EXISTING PLANIMETRIC FEATURES AS THEY EXISTED ON SITE AS OF OCTOBER 25, 2021. 6. THIS SURVEY HAS DEPICTED EXISTING FENCE LINES AND OTHER OCCUPATIONAL LINES IN ACCORDANCE WITH THE WASHINGTON STATE ADMINISTRATIVE CODE (WAC 332-130). THESE OCCUPATIONAL INDICATORS MAY IMPLY A POTENTIAL FOR CLAIMS OF UNWRITTEN TITLE OWNERSHIP. THE LEGAL RESOLUTION OF OWNERSHIP BASED UPON UNWRITTEN TITLE CLAIMS HAS NOT BEEN RESOLVED BY THIS BOUNDARY SURVEY. 7. ALL DISTANCES SHOWN HEREON ARE IN FEET (US SURVEY FEET). 8. PROPERTY ADDRESS: 915 BROOKMERE STREET, EDMONDS, WASHINGTON 9. SNOHOMISH COUNTY ASSESSORS TAX PARCEL No. 00548900000302. DATE SUBTITLE 11.4.21 11.4.21 TITLE 11.4.21 DA TE DOUGLAS A. HARTMAN PROFESSIONAL LAND SURVEYOR CERTIFICATE No. 36798 LAST REVISION ISYMBOL DATE SHEET 1 OF PARCEL 00548900000302 JOB N0. 1 FOR: IMMEL RESIDENTIAL DESIGN DWG. NO. 21-3173 CITY OF EDMONDS WASHINGTON 21-3173Bndry-Topo.dwg TOPOGRAPHIC SURVEY 1 A2.2 I I_I u I I I I I I iu I 1 A2.3 FOUNDATION PLAN SCALE: 1" = 1U' SECOND FLOOR PLAN SCALE: 1" = 10' CLR. J U � I I II I I I I I I I J L � 1 1 A2.4 A2.5 FIRST FLOOR PLAN SCALE: 1" = 10' r T 1 I I I I I I El I I I I I I I I I ROOF PLAN SCALE: 1" = 1U' z 0 w w O Cie w Cie w m W I d W ce 0 z a w a W ce w LL- ae W z 0 U) W 0 W V z 0 in U) O 0 O V w N ce W 0 ce O a F- z O V \0M L RES/pF OAP Q • Z O O ITT<F Wq. 2p6� W u z W ad W 0 a LO o• DRAWN BY: JK REVIEWED BY: TR PRINT DATE DRAWING ISSUE PERMIT SET PERMIT SET: 0 PERMIT SET: 0 CO z Q W U Z Lij Lyoo Lli IIA Lli w 7/31 /23 DATE: 9/30/ 22 11 /15/22 7/31 /23 1 A2ml x -L RES104 OAP � tiT�< Q • z O F�TT<F WA . 2 1 A4.4 (E)±23'-1 l 1 /2" PROPERTY LINE W V z o o N w W N o Lu V W 00 LL O Q W W Q 0 O U_ W ui w ` 12O cry Z 0 0 Z C Im 0 V-1 3/8" ui V N � L z Ok Q 2 + SEE A2.3 Q W A3.2 w � w NCie Q o - - - - w M ae I.L Cie Z FOUNDATION PLAN NOTES w 1.CRAWL SPACE NOTES AND VENTILATION CALCULATIONS: 0 a. (N) CRAWL SPACE: w VENTILATION: TOTAL AREA OF VENTILATION TO BE 1 SF PER 300 SF OF UNDER FLOOR AREA. REQUIRED OPENINGS SHALLY. = 1 BE EVENLY PLACED TO PROVIDE CROSS VENTILATION OF THE SPACE. A GROUND COVER OF 6MIL. BLACK POLYETHYLENE OR ~ A4.1 APPROVED EQUAL SHALL BE LAID OVER THE GROUND. OVERLAPPED 6" MIN. AT JOINTS AND SHALL EXTEND TO THE V FOUNDATION WALL. Q - CRAWL SPACE TOTAL 55.41 SF FLOOR AREA = 55.41/1500 = .037 SF OR 5.32s.i. OF VENTILATION REQUIRED. PROVIDE MIN. (2) ~ 2.7 s.i. CLEAR VENTILATION OPENINGS, SUGGEST (2) APPROX. 8"W X 3"H VENTS. Z - VENTILATION OPENINGS SHALL BE COVERED WITH PERFORATED SHEET METAL PLATES NOT LESS THAN .070" THICK O WALL ACCESS: MIN. 24"X18" OPENING SHALL BE PROVIDED, W/ LOUVERED SCREEN DOOR V b. (E) CRAWL SPACE: z CONFIRM THAT (E) CRAWL SPACE VENTING CONFORMS TO THE ABOVE REQUIREMENTS Q DRAWN BY: JK REVIEWED BY: TR - Z - P PRINT DATE: 7/31/23 W10 - - _ CE Z DRAWING ISSUE: DATE: 0 PERMIT SET 9/30/22 D D Lu PERMIT SET: 0 11/15/22 - 10314" N PERMIT SET. 7/31/23 M FRONT YARD J W08 SETBACK (N) CRAWLSPACE VENT, TYP ±V-2 3/4" w 0 a z 0 Q z Q O Cie 1 z Q Z A4.4 O 0 SEE A2.3 z w 5'-2 3/4" 17'-6" 0 u- N PARTIAL FOUNDATION PLAN - WEST PORTION 1 SCALE:1/4" = 1'-0" A2m2 z � O OQ zo Oz o to � `c' W � � � w �z ~z (E) HOUSE TO REMAIN o a ASSUMED SUBFLOOR AT -p' 314"1111.54', VIF a o J *SUBFLOOR AT (E) AND ADDITION TO ALIGN (E) CRAWLSPACE, SEE PLAN NOTES # 1 REAR YARD SETBACK r _ I I ® � L_ - (N) PAD FOOTINGS PER STRL. I ® I cn � � 0 m — D 0 m D c� (N) 24" x 18"MIN. CRAWL SPACE ACCESS \�MEL RES/q OAP � �T l Q R Z TWq.2p6�o1�� 1 A3.1 133'-3 5/8" 27W 7/8" 14'-3" 26'-91/2" 1l'-6" 29'-1 3/4" W V z o BREAK -LINE LOCATION FOR STANDARD PLANS Z N Lu W N o Lu V W 00 O Q w �..0 1 1 1 1 1 1 1 O A4.5 A4.9 A4.9 A4.6 A4.7 A4.8 4.10 w W i ao O cry w Oo<- o w Cie u W °° O V 5'-5" 6-101/4" 5'-4 3/4" 9'-101/2" 3'-11" 6'-5" 3'-11" 8'-7" 7'-71/2" 11 3'-4 7/8" 5 5/8" 14'-1 1/2" 15'-1/4" N Lo L SEE A2.2 I Q VAA` M co REAR YARD I w W _C' `� SETBACK SIDE YARD I C, -1/2" - - - +4" - - - - -1/2" - - - - - +4" - - - +2'-31/4"- - - - - - - - +3'-6 3/4"- - - - - - - - - - - - - - - -+5'�' - - - - - - - +6' 5 5/8" - SETBACK M M -- I w - - - - - - - - - - - - - - - - - - - - N L xI I 114.96' I = +41, L N. - +4" - - -1/2" - - -+4" D. L - - +3'-1 1/4" - I — +3'-6 3/4" +5'-51 /8" Cie D: I w jjj//j/ A3.2 I w / 1/2" 'AD. GARAGE (N) PAD FOOTING FOUNDATION WALL: 16-5 5/8" I w PER STRL. REFER TO A4.3 MUDROOM o m UPPER LEVEL a N ~ — `' (N) CONC. SLAB I V N +3'-1 1/4" 114.7' 3'-6„ z o � I Q (N) FINISHED _ H (E) F 3'-1 1/4"j I D Z MING AT HOUSE ALIGNS AT INTERIOR OF (N) FRAMING AT GARAGE ALIGNS AT EXTERIOR FOUNDATION WALL, UNO tbd FOUNDATION WALLOF v +3'-6" I Q DRAWN BY: JK ' 116.1' 118.1' Z REVIEWED BY: TR -I---- --- 36 ° Iz O P PRINT DATE: 7/31/23 D I ---- ------ -- ------ _ M ,w Z DRAWING ISSUE: DATE: ----+4,-- � +4�� MI +4" I I o +4° ° 1°14.76 I Of OV PERMIT SET 9/30/22 -1 1/2" �o c� I p . p .. I N `.' +2'-9 318"_ N ° - +3'-6' - - jEwD]8 - - - - - - +4 - - - - - - - - - - - - - - - 4' 7" - tbd - - - - - - - - °- +3 s -- - o ' PERMIT SET: 10 11/15/22 LJ LJ L_ I LJ LJ I__I Lr , J LJ LJ LJ L I LJ LJ LJ LJ I J LJ " L I LJ LJ LJ u-„-„--u—u „-„-„--Lr u-„-„--u—u PLANTER TYP. FOUNDATION PERMIT SET. 2� 7/31/23 W06 WALL, LINO N 3'-21/2" 4'-101/4" FRONT YARD I >_ Ir 5 WALL @ GARAGE, LINO -41/2" 6'-4 3/4" SETBACK I ce l'-5 3/4" 6-3 1/2" l'-5 3/4" A4.9 A4.9 ' ; I O I ~ Z I O Qz 1 < O A4.6 I � J Z z A4.5 A4.9 A4.9 A3.3 A4.7 4.10 I O O I V Q o SEE A2.2 Q 19W 5/8" 9'-3" 14'-3" 18'-11" 19'-4 1/2" 29'-1 3/4" ' w I O I N I I PARTIAL FOUNDATION PLAN - WEST PORTION 1 SCALE:1/4" = 1'-0" I I I I A2m3 TYPICAL FLOOR NOTES: 1. ALL EXISTING DIMENSIONS ARE APPROXIMATE AND TO FACE OF EXISTING FINISH. TO BE VERIFIED IN FIELD. ALL NEW DIMENSIONS ARE TO FACE OF FRAMING, UNLESS NOTED OTHERWISE. 2. ALL NEW INTERIOR WALLS TO BE 2x4 @ 16" O.C. (U.N.O.) 3. ALL NEW EXTERIOR WALLS TO BE 2x6 @ 16" O.C. (U.N.O.) 4. NEW STAIRS: • MAX STAIR RISE IS 7 3/4", MIN RUN IS 10". MINIMUM TREAD IS 10" MEASURED AT RIGHT ANGLES TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". • THERE SHALL BE A HANDRAIL ON ONE SIDE OF STAIRS WITH 4 OR MORE RISERS. HANDRAIL HEIGHT SHALL BE VERTICALLY 34-38" ABOVE THE STAIR NOSING. HANDRAIL DIAMETER SHALL BE 1 1/4-2", OR IF NOT CIRCULAR, AT LEAST 4", MAX 6 1/4" WITH A MAX CROSS SECTION OF 2 1/4". RETURN HANDRAILS TO THE WALL OR A NEWEL POST. HANDRAIL DISTANCE FROM WALL SHALL BE AT LEAST 1 1/2". • ALL EXTERIOR STAIRS SHALL BE PROVIDED ILLUMINATION (MIN 1FC) IN THE IMMEDIATE VICINITY OF EACH LANDING. 5. GUARDRAIL: PROVIDE A GUARDRAIL WHERE THERE IS A VERTICAL DROP IN FLOOR SURFACE GREATER THAN 30". THE MIN HEIGHT OF THE GUARD SHALL BE 36" ABOVE WALKING SURFACE. OPENINGS IN THE GUARD SHALL NOTALLOW A SPHERE OF 4" TO PASS THROUGH (6" AT THE TRIANGULAR PORTION OF A STAIR). GUARDRAIL SYSTEM ELEMENTS AND SUPPORTING CONNECTIONS MUST BE ABLE TO RESIST A200 LB. CONCENTRATED LOAD APPLIED AT THE TOP OF THE GUARD. INFILL COMPONENTS MUST RESIST A 50 LB. LOAD APPLIED OVER A 12"X12" AREA. 6. SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS TO BE HARD WIRED AND INTERCONNECTED W/ BATTERY BACK-UP PER R314. 7. LIGHTING: A MINIMUM OF 90% OF LAMPS IN NEW LIGHT FIXTURES SHALL BE HIGH EFFICACY PER R404. 8. VENTILATION FAN: REFER TO ENERGY REQUIREMENTS ON A0.0. EXHAUST DIRECTLY TO THE OUTSIDE. THE POINT OF DISCHARGE OF EXHAUST AIR SHALL BE AT LEAST THREE FEET FROM ANY OPENING INTO THE BUILDING. 9. GAS FIREPLACE: INSTALL IN ACCORDANCE WITH THE MFR'S INSTALLATION INSTRUCTIONS AND IN ACCORDANCE WITH IRC R1004 AND IRC CHAPTER 24 AND TESTED IN ACCORDANCE WITH ANSI Z21.88. 10. HEAT DETECTOR: A HEAT DETECTOR SHALL BE INSTALLED IN NEW GARAGES THAT ARE ATTACHED TO THE NEW DWELLING IN ACCORDANCE WITH 2O18 IRC R 314.3 AND THE HEAT DETECTOR SHALL BE INTERCONNECTED TO AN ALARM OR SMOLE ALARM THAT IS INSTALLED IN THE DWELLING IN A LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION IN 11. ELECTRIC VEHICLE CHARGING STATION NOTE: THE VEHICLE PARKING SPACE WITHIN THE GARAGE SHALL BE ELECTRIC VEHICLE READY. THE GARAGE SHALL INCLUDE A FULLY -WIRED CIRCUIT WITH LEVEL 11 OR LEVEL 111 (PER ECDC 17.115) ELECTRICAL VEHICLE CHARGING RECEPTACLE OUTLET OR TERMINATION POINT, INCLUDING CONDUIT AND WIRING AND THE ELECTRICAL SERVICE CAPACITY (2( V/40 AMP MIN.) NECESSARY TO SERVE THE RECEPTACLE, THAT ALLOWS DOR FUTURE INSTALLATION OF AN ELECTRICAL VEHICLE CHARGING STATION. I Fr.p:mn ® CARBON MONOXIDE DETECTOR SD SMOKE DETECTOR, SEE TYP. FLOOR NOTES #6 4 EXHAUST FAN ON SWITCH, SEE TYP. FLOOR NOTES #12. EXISTING WALL NEW WALL NEW FLOOR AREA 1 A4.4 PARTIAL FIRST FLOOR PLAN - WEST PORTION 1 SCALE:1/4" = 1'-0" COVERED PORCH TO REMAIN BRICK PLANTER TO BE REMOVED AREA OF EAVE ABOVE TO REMAIN nGMn MnTGc- II II Li I I - - Hill I Hill I i I I i n II II I L - - - - - C Ir----- II I I I I I I I I I I I I GI All PORTION OF WALL TO REMAIN 1. ALL INTERIOR WALLS TO BE REMOVED 2. ALL WINDOWS AND DOOR OPENING TO BE MODIFIED 3. PORTION OF ROOF TO BE REMOVED NOTED ON PLANS 4. BRICK PLANTER BOX TO BE REMOVED 5. ITEMS TO REMAIN: - ROOF & CEILING STRUCTURE, EXCEPT WHERE NOTED ON PLAN TO BE REMOVED EXTERIOR WALLS, EXCEPT WHERE NOTED ON PLAN TO BE REMOVED FLOOR STRUCTURE TO REMAIN FOUNDATION TO REMAIN COVERED PORCH TO REMAIN LEGEND PORTION OF WALL TO BE REMOVED 0 KIM V'j 0 O N N Lf) 0 w O 2E w of w m O H J >J LL O z O elf a AREA OF ROOF TO BE REMOVED ABOVE C - - - - ] DEMO WALL FIRST FLOOR DEMO PLAN WAI DEMO ROOF Z 0 w w O a w ine w m w_ V Q a w Cie Z Q w Cie w ae w Cie H w 0 W in W Q O V In Z O E Z O V w H LL_Cie w O H ae O H V ce H O V �r^M-L RES104 OAP � � �< J� Ovull, � Q � z 0 F�TT<F tvA• W V z W 0 W a Lo r AA V` Al e N Z O 0 W DRAWN BY: JK REVIEWED BY: TR PRINT DATE: 7/31/23 DRAWING ISSUE: DATE: PERMIT SET 9/30/22 PERMIT SET: 0 11/15/22 PERMIT SET: 0 7/31/23 U) LJJ U) 3: 2:O. Z O LL. Q F- J Q n Of LL LL O O L.L A2m4 \�MEL RES/,D ? a J Gl Q R Z TWq.2p6�o1�� 1 A3.1 133'-3 5/8" 27'-5 3/8" 14'-8" 26'-4 1/2" 11'-8 1/2" 29'-1 3/4" W V o BREAK -LINE LOCATION FOR STANDARD PLANS Z z N In W N o v co LJJ O Q Cie CL w Lu Q 0 1 1 1 1 1 1 1 A4.5 A4.9 A4.9 A4.6 A4.7 A4.8 4.10 w W ao N O yr w On 12 w Cie W °° O Lo SEE A2.4 12:::E 2 '-8" � AA11 WOOD TRELLIS ABOVE A6.1 2 uj Dos GAS FIREPLACE Dog 0 1' 91/2" 4.10 w Cie VENT THROUGH ROOF W004a W004b r-1 n � r-1 W005 W006 W007 W03 Q w 00 SEE NOTE — ------ --- _____ i � — u uu u u u u u u� u u u u u u u ----------------------- -- w ........... U M ¢ I FURRING STRIP `= I = _ _ F_ — 1 FOUNDATION WALL -- — I BELOW LANDING MIN. 100 I II I I I 1II woos BELOW 41 EQ EQ THIS SECTION ONLY CFM (CD'6 0 II w STAIRS I EQ. EQ. I II — — — GAS FIREPLACE TBD J I I M PANTRY II II I ° GARAGE I — — — I 1 SEE NOTE #9 c� O II SD HAND AND GUARDRAILS I I w I —� — I 6 UNDER STAIR STORAGE: I — — — I A3.2 to SEE A2.4 #4&5 I I COAT CLOSET/STORAGE UNDER STAIRS, II I 2 0 1 6 A HEAT DETECTOR SHALL BE INSTALLED SLOPE MIN. 1/2" GWB AT ACCESSIBLELu _ II _ PER IRC R314.3.3AND MODIFY DOOR AS NEEDED POWDER ROOM co 1l4" II I INTERCONNECTED TO AN ALARM OR UNDERSIDE SPACE I — I = 00 — — II I SMOKE ALARM IN THE DWELLING PER— o O I I II - I MIN. 50 IRC R314.4.1 VAULTED DINING I I II CLOSET/ aO CFM CLG. HT CLG. HT I I I II BUILT-IN'S I D15 T 4 3/4" 3 — — - - — — — — — 8' 10 3/4" I I — — POTENTIAL EV CHARGING LOCATION, SEE PROJECT NOTE #11, I _ _ _ I � Z — EXACT LOCATION TBV W/ OWNER CONTINUOUS I I O LIVING ROOM L _ —UP _ 4 3 w POSSIBLE LOCATION W00 w — I J — I V — _ — — J Lu I POSSIBLE LOCATION HANDRAIL IL _ HANDRAIL o I FOR RECESSED MINISPLIT,TBD FOR WtL I I SOLID CORE DOOR STAIRWIDTH zz(FIN.) J I MOUNT MINISPT UP N o PER R302.5.1 KITCHEN o Lou I O I I Q DRAWN BY: JK MUDROOM I CLG. HT I I cn Lu CLG. HT. I I REVIEWED BY: TR ENTRY EQ EQ I 8' 10 314" w I I I X I I ZO � 10'-7 1/2" 1 1/2" _ _ _ I UP I PRINT DATE: 7/31/23 yj TYP D21 W012 I „ I 5-77/8 co 3-61/2 O wo11 wolo woo9 1 10 Md I Z DRAWING ISSUE: DATE: W018c W018b W018a D12 W017c W017b W017a I I — — — — — — I O I O PERMIT SET 9/30/22 O W01 I I —G`�N7 I V TYP. EXT. I o w PERMIT SET. 10 11/15/22 WALL�UNO L—irlln 7rll n------ ----J I I ----- o H +51/2 EQ EQ u Li. .. Li...LJ duuuu11 LIuuu�ilu uL I I D19 `� PERMIT SET. 7/31/23 W016 W015 W014 W013 4 5 I DN DN I 5 W 0 3 _ A4.9 A4.9 I I A4.9 ce w WOOD TRELLIS ABOVE Cie F I I � I I Q C) 1 L- - - - - -- - -- a co w A4.6 F_ n/ z 1 1 1 1 1 1 Z L—L z O A4.5 A4.9 A4.9 A3.3 6 A4.7 4.10 O LL Q A4.9 J J EQ EQ EQ. EQ. Q O A2.4 SEE Q O 20'-3 5/8" 7'-11" 15'-1 1/2" 18'-6" 19'-7" 29'-1 3/4" 0 J LL NSEE SHEET A2.4 FOR TYPICAL FLOOR PLAN NOTES & LEGEND PARTIAL FIRST FLOOR PLAN - EAST PORTION 1 SCALE:1/4" = V-0" A2m5 BREAK -LINE LOCATION FOR STANDARD Pl. 1 A4.5 WALLS BELOW,TYP — L — — — — — — — — — — — — — 1 A4.5 1 A3.1 o, on I7, C 411)" Gi A 4Mll 47' on n PARTIAL SECOND FLOOR PLAN - EAST PORTION SCAT F• 114" = 1'-n" 1 1 1 A4.7 A4.8 4.10 29'-1 3/4" 1 1 /2" 10'-51 /4" 34 1' 6" V�/o27 Wo28 Wo29 W030 EGRESS ! CLR., FF I 2' 77-5" 2'-2' c\, I I - �� pIp cc, 0 I „ N � I� -- - - - - -- 4' 7M 1615 �M1 FUTURE BATH O o II 14 MIN. 50 WINDOWS AT STAIRS LESS THAN 60" I 13 CFM ABOVE WALKING LINE, TO BE TEMPERED I I 12 F032 11iam BONUS SPACE I I 10 TYP. @ INT. © I I 9 WALL, LINO SD I I 8 II 7 I II 6 0o FUTURE CLOSET o I I 5 CEILING TRANSITION 1114 --——————— — — -- — —— ---- I - — - 32 � WALLS BELOW,TYP ATTIC ACCESS DOOR - - - - - 1- - - - - - - - - - - -`= "ATTIC" co I ENTRY BELOW L I W034 Cw(,D W034 W02 TYP. @ EXT. --— WALL, LINO 5 5 A4.9 11 A4.9 EQ I EQ 1 1 A4.7 4.10 SEE SHEET A2.4 FOR TYPICAL FLOOR PLAN NOTES & LEGEND 1 A6.1 1 A3.2 ,OMEL RES/pF O"P Q Z O ITT<F Wq. 20 6�O ."'h W u Z o o N w W N o v W 00 OCie Q � � a W Q w Cie LL. w W co N O yr w Z On C<L Cie Z Lu °° O W Lo 011 w WCie Q w Cie w 0 N w w 2 H H V H Z O V in Z Q DRAWN BY: X N Z REVIEWED BY: TR O PRINT DATE: 7/31/23 0 Z DRAWING ISSUE: DATE: O V PERMIT SET 9/30/22 Lu PERMIT SET: 0 11/15/22 `75 PERMIT SET: i 7/31/23 ce w O H • P% a O O � z LL cn z Q O u Q wFz z ry O Q O C J r Lu U) A2m6 x -L RES104 OAP � tiT�< Q • z O F�TT<F WA . 2 1 A E( ) ROOF ROOF @ DEN: LOWER ROOF @ DEN: TOTAL SF = 586.78 SF TOTAL SF = 252.5 SF TOTAL SF = 45.73 SF 586.78 X 144/150 = 563.3 s.i./lin. ft. 252.5 X 144/150 = 242.4 s.i. 45.73 X144/150 = 43.9 s.i. REQUIRED VENTING: 563.3 s.i./lin. ft. REQUIRED VENTING: 242.4 s.i. REQUIRED VENTING: 43.9 s.i. E ±30'-5 1/2" EAVE VENTING PROVIDED: 55.8 lin. ft x 4.71 s.i./lin. ft = 262.8 s.i. RIDGE VENT PROVIDED: 14.5 lin. ft. x 20 s.i./lin. ft = 290 s.i. EAVE VENTING PROVIDED:16.8 lin. ft x 4.71 s.i./lin. ft = 21.51 RIDGE VENT PROVIDED: 17.6 lin. ft x 20 s.i./lin. ft = 352 s.i. IN -VENT PROVIDED: 20 lin. ft. x 20 s.i./lin. ft = 400s.i. IN -VENT PROVIDED: 15 lin. ft x 20 s.i./lin. ft = 300 s.i. IN -VENT PROVIDED: 14.4 lin. ft. x 20 s.i./lin. ft = 288 s.i. TOTAL PROVIDED: 690 s.i. TOTAL PROVIDED: 321.51 TOTAL PROVIDED: 902.8 s.i. (E) DS - - - - - I E) DS uj ROOF @ LIVING ROOM ROOF @ ENTRY ROOF @ SECOND FLOOR (WEST) TOTAL SF = 377.5 SF TOTAL SF = 23.9 SF TOTAL SF = 306.8 SF WALL BELOW, TYP I 377.5 X 144/150 = 362.4 s.i./lin. ft. 23.9 x 144/150 = 23 s.i./lin ft 306.8 X 144/150 = 294.5 s.i./lin. ft. REQUIRED VENTING: 362.4 s.i./lin. ft. REQUIRED VENTING: 23 s.i./lin ft REQUIRED VENTING: 294.5 s.i./lin. ft. 0 0 (E) ROOF EAVE VENTING PROVIDED: 36 lin. ft x 4.71 s.i./lin. ft = 169.5 EAVE VENTING PROVIDED: 5.65 lin.ft x 4.71 s.i./lin ft = 26.6 s.i. EAVE VENTING PROVIDED: 16.3 lin. ft x 4.71 s.i./lin. ft = 76.7 s.i. Z ~ ` ^N 0 TO REMAIN, (N) ASPHALT RIDGE VENT PROVIDED: 21 lin. ft x 20 s.i./lin. ft = 420 s.i. RIDGE VENTING PROVIDED: 3.5 Iin.ft x 20 s.i./lin ft = 70 s.i. RIDGE VENT PROVIDED: 18.5 lin. ft x 20 s.i./lin. ft = 370 s.i. w W v ♦Lu Q ROOFING IN -VENT PROVIDED: 5.4 lin. ft. x 20 s.i./lin. ft = 108 s.i. V W W TOTAL PROVIDED: 589.5 s.i. TOTAL PROVIDED: 96.6 s.i. O Q A No -TOTAL PROVIDED: 554.7 s.i. V` (E) ±5:12 SLOPE (E) ±5:12 SLOPE w W :E ROOF @ SECOND FLOOR (EAST) ROOF @ MUDROOM: ROOF @ GARAGE: > TOTAL SF = 461.12 SF TOTAL SF = 284.13 SF TOTAL SF = 570.06 SF U w 459.8 X 144/150 = 442.7 s.i./lin. ft. 284.13 x 144/150 = 272.8 s.i 570.06 X 144/150 = 547.25 s.i./lin ft. m W REQUIRED VENTING: 442.7 s.i./lin. ft. REQUIRED ATTIC VENTING: 272.8 sJ REQUIRED VENTING @ GARAGE 547.25 s.i./lin ft. w � O ^ V) EAVE VENTING PROVIDED: 36.8 lin. ft x 4.71 s.i./lin. ft = 173.3 EAVE VENTING PROVIDED: 35.2 lin. ft x 4.71 s.i./lin. ft = 165.8 EAVE VENTING PROVIDED: 39 lin. ft x 4.71 s.i./lin. ft = 183.7 V O 0 RIDGE VENT PROVIDED: 26.25 lin. ft x 20 s.i./lin. ft = 525 s.i. RIDGE VENT PROVIDED: 19 lin. ft x 20 s.i./lin. ft = 360 s.i. RIDGE VENT PROVIDED: 18 lin. ft x 20 s.i./lin. ft = 360 s.i. Z SKYLIGHT LOCATION CORAVENT: 26 lin. ft x 20 s.i./lin ft = 520 s.i. Q TBD CONFIRM IT'S POSSIBLE TO REDUCE TOTAL PROVIDED: 698.3 s.i. TOTAL PROVIDED: 525.8 s.i. 12 cle Z (E) EAVE DEPTH SO NOT TO CONFLICT TOTAL PROVIDED: 1063.7 s.i. Cie m O WITH EAVE AND FRENCH DOOR NLu Lo y O I � , 18' -31 /4n 2 I CD Q Ok 0 A3.2 I W w +iCie w o Q w w 2 H w Cie I w 2� 2� Z o o z z w Zw w w Z TYPICAL ROOF NOTES: _ 1 z Z` '' - w o A4.1 > > v w 9 1. FLASHING SHALL BE INSTALLED IN SUCH A Q orf o o MANNER AS TO PREVENT MOISTURE ~ 1 (N)ROOF (N) ROOF ENTERING THE WALL AND ROOF THROUGH O (N) SLOPE 1 (N) SLOPE JOINTS, THROUGH MOISTURE PERMEABLE V MATERIALS AND AT INTERSECTIONS WITH PENETRATIONS THROUGH THE ROOF PLANE. (E) ROOF BELOW METAL FLASHING SHALL BE CORROSION Q DRAWN BY: JK TO BE REMOVED RESISTANT WITH ATHICKNESS OF NOT LESS THAN .0019". IRC 903.2. Z REVIEWED BY: TR (E) DS 2. FOR ROOF VENTILATION PROVIDE A MIN. 1 O - - - SF VENT AREA PER 150 SF OF ATTIC TO BE VENTED AND ALLOW A MIN. 1"AIR GAP PRINT DATE: 7/31 /23 - - - - - - - - - - - - - - - - - - - - BETWEEN INSULATION AND ROOF SHEATHING. I Z DRAWING ISSUE: DATE: E EAVE±1' 10" I EAVE: 16.8 ft 0 PERMIT SET 9/30/22 I in -vent: 15 ft - - - - - - - - - - - - - - - - - - - - 11/15/22 PERMIT SET: 0 `n PERMIT SET: 0 7/31/23 9" (N) DS w (N) DS SEE A2.8Cie low w 0 0 LL Cie�U)Z 1 z � w p A4.4 Ov J H Q Z � J � Q aiiis PARTIAL ROOF PLAN WEST PORTION 1 SCALE:1/4" = 1'-0" A2m7 \�MEL RES/q OAP � �T l Q R Z TWq.2p6�o1�� 1 A3.1 W w z o BREAK -LINE LOCATION FOR STANDARD PLANS Z N LU W N o LU V W 00 O Q w �..0 ine 1 16,6, O A4.5 A4.9 A4.9 T A4.7 A4.8 4.10 w W i ao O V) w po<- o w Z 30' 7 3/4" u m O V ui r L 19'-3 3/8" EQ EQ N ! � Q 9" 2'-3 7/8" k. LU �'�"� o (N) DS (N) DS (N) DS co o� a' - - - - - - - - - - - - - - - - - - - - - - - - - - -�' - w -- - - -- - - - - -- ----------- - - - - -- - -----I --- ---� (N) - -- o I (N)D.S. a T I I I � I DS I = + (N) ROOF I I I m I ~ (N) ROOF (N) ROOF 3:12 SLOPE coI I M 911 9" U_ 10:12 SLOPE 10:12 SLOPE I Q, 4 _ SK01 I L - - - - - - - - - - I w U' I 2' by 3' I I Z "' I / w I LU A3.2 � (N) ROOF I I w 6:12 SLOPE I I (N) ROOF I �° O (N) ROOF I 6:12 SLOPE I o = 10:12 SLOPE � I I w ~ — H 21' 0" I w z_ I (N) ROOF DORMER o (N) ROOF DORMER I M Q RIDGE VENT I co w 3:12 SLOPE o0 3:12 SLOPE I �' UE 26' 3" Z I CL RIDGE VENT I RIDGE VENT O I (N) ROOF 6:12 SLOPE I (N) ROOF w I (N) ROOF I Z 10:12 SLOPE I 6:12 SLOPE I Q DRAWN BY: JK if LU (N)D.S. Z REVIEWED BY: TR 91. WALLS BELOW, TYP I I I PRINT DATE: 7/31/23 - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i (N) ROOF 9 _ - - - - - - I _ - - - - - - 3:12 SLOPE' r, (N) ROOF „ (N) ROOF I M Z DRAWING ISSUE: DATE: So S " I I co 10:12 SLOPE 1-91/2 V-9 1/2" 10:12 SLOPE I 10 O PERMIT SET 9/30/22 M---M------I �"--- ----� -IN IN---- ------ ----- -- -,-� w PERMIT SET. 10 11/15/22 I I 6� O� L - - - - `n PERMIT SET: 20 7/31/23 SEE A2.7 `� o co 10:12 SLLOF N) D (N) DS 5 5 2 A4.9 A4.9 � w EQ EQ SEE SHEET A2.8 FOR TYPICAL ROOF NOTES & LEGEND i EQ EQ 15-41/8" 2'-3 7/8" 0 RIDGE VENT FOR ROOF BELOW 0 LL 1 < O A4.6 � z 1 1 1 1 1 1 Z Q A4.5 A4.9 A4.9 A3.3 4.10 � w O A4.7 O Q Z n/ � J 0 Q flm PARTIAL ROOF PLAN - EAST PORTION 1 SCALE:1/4" = 1'-0" A2m8 +26'- 6" 138.1' MAX HT. +26'-3 5/8" 137.8� ROOF RIDGE +13'-1 1 /2" 124.6' ,4 SECOND FIN. FLR. @ GARAGE +10'-0" 121.5' COND FIN. FLR. +3'-2 3/4" 114.8' UPPER MUDROOM FIN. FLR. +1'-6" 113.V IA AVERAGE GRADE ±0" 111.6' FIRST FIN. FLR. 12 3 .T ROOFING W02T� _ ------------------- -------------------- ______________________ MEN ■■■■■■ Rim IN —DFIo] D10 \ n ` PAINTED WOOD TRELLIS, PER STRL 2 �10 GAS FIREPLACE FLUE, SEE A4.5 T ROOFING 005 \\ D 9 D 8 / v cl — W \ / ---- _ - — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — - — — — — L — — — — — — — r r L----------- ----------------------------------------------1--- 1------------ ------------------------------ I I I I - LL I -- I ------- I L---r r-J L_ r_J L_, I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - _ _ _ J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - UPDATE FOOTINGS TO REFLECT STRUCTURAL PARTIAL NORTH ELEVATION - EAST PORTION +26'- 6" 138.1' MAX HT. +26'-3 5/8" 137.8' ROOF RIDGE +1T-1 1 /2" 124.6' SECOND FIN. FLR. @ GARAGE +10'-0" 121.5' SECOND FIN. FLR. +T-2 3/4" 114.8' UPPER MUDROOM FIN. FLR. +1'- 6" 113.V AVERAGE GRADE ±0" 111.6' FIRST FIN. FLR PARTIAL NORTH ELEVATION - WEST PORTION = T-U r--------------------------T---------1 I I I I I I I I I L-------------------------L------J 1 2 A3.1 A3.1 NORTH REFERENCE ELEVATION 3 SCALE: 1" = 20' \,�\MEL RES/q OAP � �T l Q Z OTwA - 2p6 �' RDI§�' W V � z 0 z N w W N o Lu V W 00 O Q Cie O". w �..0 0 O LL. W W m O V) w z On o<- 12 Cie Lu Ciem 0 N W Lo z � O Q Q W w Cie 4 ae W t— LL Cie z W in W 2 t— t— V F_ z O V 0 Z DRAWN BY: JK a Z REVIEWED BY: TR O P PRINT DATE: 7/31/23 0 Z DRAWING ISSUE: DATE: 0 PERMIT SET 9/30/22 V Lu PERMIT SET: Al 11/15/22 `n PERMIT SET: 22 7/31/23 LL ae w i O H ce O t— V U) 13e Z z O O W J LLB A3ml X -L RES/pF OAP � O N PORTION OF BUILDING E PORTION OF BUILDING Q z MAX HT MAX HT. TDl�l CF �Vq . 206 5 + - 5 7. +26'-3 5/8" 137.8' ROOF RIDGE ROOF RIDGE W)32 W o1 o co W 'v +13' 11 /2" 124.6' SECOND FIN. FLR. @ GARAGE ECOND FIN. FLR. @GARAGE W +10'-0" 121.5',� _ _ _ _ ,�+10'-0" 121.5' SECOND FIN. FLR. SECOND FIN. FLR. WINDOW Z N W W N o W D04 �� 0Lu CID CL +3' 2 3/4" 114.8' +3' 2 3/4" 114.8' LuLu Q UPPER MUDROOM FIN. FLR. UPPER MUDROOM FIN. FLR. O i- +1' 6" 113.1' +1' 6" 113.1' W W AVERAGE GRADE � L-i i- Li -i �� AVERAGE GRADE m LL--------------------------------------------------------7 ±011 0 FIRST FIN. FLR. i FIRST FIN. FLR. V Q I ----------------------------------------- --- Z O ! CL Cie Z I— I I I I --- -- Lu Q N L 0 0 W Lu EAST ELEVATION a 1 SCALE:1/4" = 1'-0" Lu L W H 2= W Z N W 0 W +2 - 6" 2 MAX HT. MAX HT. Q H Z +26'-3 5/8" 137.8' O ROOF RIDGE ROOF RIDGE V in ASPHALTROOFING Q DRAWN BY: JK N REVIEWED BY: TR Z O ii-- PRINT DATE: 7/31/23 0 Z DRAWING ISSUE: DATE: O PERMIT SET 9/30/22 V Lu PERMIT SET: 0 11/15/22 (N) ROOF ASPHALT ROOFING '75 PERMIT SET: i 7/31/23 +13'-1 1 /2" 124.6' +13'-1 1 /2" 124.6' W SECOND FIN. FLR. @ GARAGE ECOND FIN. FLR. @ GARAGE i (E) ROOF (N) ASPHALT ROOFING ~ KO SECOND FIN. FLR. SECOND FIN. FLR. � z z O Q (N) SIDING @ (E) PORTION OF BUILDING w +3'-2 3/4" 114.8' w UPPER MUDROOM FIN. FLR. - o UPPER MUDROOM FIN. FLR. AVERAGE GRADE AVERAGE GRADE FILLAND PATCH OLD WINDOW LOCATI _ _ ±0" 111.6' FIRST FIN. FLR. (E) COVERED FIRST FIN. FLR. CONC. PORCH TO REMAIN (E)GRADE (E) GRADE --1---------------------------------------------------------------------------------------------------------1--1--------- --J WEST ELEVATION (2)_ SCALE:1/4" = 1'-0" A3m2 SECOI PARTIAL SOUTH ELEVATION - WEST PORTION 1 SCALE:1/4" = V-0" PARTIAL SOUTH ELEVATION - WEST PORTION ■ a. a. as e. I I ......... as .... �� ■■■ Ip p p ]ELM I■��I�I� I � ■ ■ ------ �.3 a \�!�. SOUTH REFERENCE ELEVATION 3 SCALE: 1" = 20' z 0 Lu Lu 0 Lu ine Lu m Lu V Q a Lu Cie Z Q Lu Cie Lu ae Lu t— LL Cie Lu Z Lu in Lu +26'- 6" 138.1' 2 MAX HT. ~ t— V Q +26'-3 5/8" 137.8' Z ROOF RIDGE O V 0 Z Q V) Z O F_ 0 Z O V Lu LL +13'-1 1 /2" 124.6' 13e SECOND FIN. FLR. @ GARAGE j O H ce A+10'4' 121.5' Q SECOND FIN. FLR. t— Q H Z E 0 +3'-2 3/4" 114.8' UPPER MUDROOM FIN. FLR. +l'- 6" 113.1' AVERAGE GRADE A±0" 111.6' FIRST FIN. FLR. \CAMEL RES/pF OAP � �T l Q Z O RD TT<FWq. 2p6�h W w z W 10 ad W a 241 N Z O 0 W DRAWN BY: JK REVIEWED BY: TR PRINT DATE: 7/31/23 DRAWING ISSUE: DATE: PERMIT SET 9/30/22 PERMIT SET: Al 11/15/22 PERMIT SET: 22 7/31/23 v ) Z O Q w J Lu A3m3 +26'- 6" 138.1',� MAX HT. +26'-3 5/8" 1 L ROOF RIDGE NEW CONSTRUCTION THRESHOLD \4 +13'- 1 1 /2" 124.6,A -- SECOND FIN. FLR. @ GARAGE IN -VENT (N) SKYLIGHT BEYOND +10'-0" 121.5 t_ _ _ _ _ _ SECOND FIN. FLR. (E) VENTING, CONFIRM R03 IT'S ADEQUATE ESTIMATED (E)10.PLATE � I � I I M +3'-2 3/4" 114.8',� UPPER MUDROOM FIN. FLR. +1'- 6" 113.1' AVERAGE GRADE � ±0" 111.6',� FIRST FIN. FLR. I m le '0 o�� PARTIAL NORTH SECTION z LL w O Of O w U- w � � z �zwo tzU) oo�= +1 o O U„ U) Z � U 0 RIDGE VENT (E) CRAWLSPACE TYPICAL SECTION NOTES: 1. FOR ALL STAIR AND GUARDRAILS, SEE NOTES #4 & #5 ON SHEET A2. 2. FOR STRUCTURAL ELEMENTS, REFER TO STRUCTURAL DRAWINGS, WHICH OVERRIDE ARCHITECTURAL. IF A DISCREPANCY IS NOTICED AFFECTING THE DESIGN, NOTIFY DESIGNER BEFORE PROCEEDING WITH WORK. IN -VENT DEN F F03I I I F-ff Hf ALIGN or R01 LIVING ROOM C r----------- T---------- T-------- - - - - - � I I I I I I I I I ® ® ® I I L----------1---------1------------� 1 1 1 A4.1 A4.2 A4.3 \�MEL RES/q OAP � �T l Q Z O D TWq. 2.00 3 W NmLlv�� Z o o N w W N o Lu V W 00 0 Q O41' w �..0 0 LL. w W m 12 O V) w z On 0<_ ig Cie Lu CieN W m 0 LO ]::E, z O• Q w W Cie 4 ae w LL. H Cie Lu z cn w in w 2 H H Q H z 0 V Z Q DRAWN BY: JK Z REVIEWED BY: TR 0 P PRINT DATE: 7/31/23 0 Z DRAWING ISSUE: DATE: 0 V PERMIT SET 9/30/22 Lu PERMIT SET: 10 11/15/22 `n PERMIT SET: 20 7/31/23 w 0 H ce Z 0 O V F_ U 0 w V U) m H ry REFERENCE NORTH SECTION SCAT F• 1" = 90' A4ml RIDGE VENT NORTH SECTION 1 SCALE:1/2" = 1'-0" i KITCHEN +26'- 6" 138.1' MAX HT. ECOND FIN. FLR. @ GARAGE +10'-0" 121.5' +SECOND FIN. FLR. ,h+3'-2 3/4" 114.8' UPPER MUDROOM FIN. FLR. +1'- 6" 113.1' AVERAGE GRADE ,-h±0" 111.6' "LJFIRST FIN. FLR. r----------- T---------- T-------------I I I I I 13 I I I I I ® ® ® 1 IL IE? o �I I F__ Him � - I L----------1 --------- 1 ------------i 1 rlN� 1 A4.1 A4.2 A4.3 z 0 w W 0 w ine w m w z w Cie z Q w Cie w ae w Cie H w z w in w 2 H H V Q z O V z Q V) z O F_ 0 z O V w LL__ ae w O H ae O H V F_ z O V \�MEL RES/q OAP � �T l Q Z O D TWq. 2.00 3 W w z W 0 W a W Cie CW 0 0 Cie m Lo o1I e N Z O 0 W DRAWN BY: JK REVIEWED BY: TR PRINT DATE: 7/31/23 DRAWING ISSUE: DATE: PERMIT SET 9/30/22 PERMIT SET: Al 11/15/22 PERMIT SET: 20 7/31/23 Z O U W C) J Q F_ ry REF. SCAT P 1" _ WEFULL HOUSE NORTH A4m2 RIDGE VENT NORTH SECTION 1 SCALE:1/2" = 1'-0" 04 +26'- 6" 138.1' HAY PT 26'-3 5/8" 137.8' ROOF RIDGE 4+1 T-1 1 /2" 124.6' SECOND FIN. FLR. @ GARAGE +10'-0" 121.5' +SECOND FIN. FLR. 118' A+3'-2 3/4" 114.8' UPPER MUDROOM FIN. FLR. +1'- 6" 113.1' AVERAGE GRADE ±0" 111.6' FIRST FIN. FLR. r----------- T---------- T-------------I I I I I I I I I I ® ® ® I I o �I I � - I L- - --------1---------1------------� 1 1 1 A4.1 A4.2 A4.3 z 0 w W 0 w ine w m w V Q a w Cie z Q w Cie w ae w Cie H w z w in w 2 H H V Q z O V z Q V) z O F_ 0 z O V w H LL__ ae w O H ae O H V Q F_ z O V \�MEL RES/q OAP � �T l Q Z O D TWq. 2.00 3 W w z W 0 W a W Cie CW 0 0 Cie m Lo o� e N Z O 0 W DRAWN BY: JK REVIEWED BY: TR PRINT DATE: 7/31/23 DRAWING ISSUE: DATE: PERMIT SET 9/30/22 PERMIT SET: f\, 11/15/22 Z O U W C) J Q ry REF. WEFULL HOUSE NORTH A4m3 \�MEL RES/q OAP � �T l Q R Z TWq.2p6�o1�� W V z o o N w W N o w R01 O Q Lu 00 Lu w < O R03 w W m +13'-1 1 /2" 124.6',k+13'-1 1 /2" 124.6' V) � O ♦ ^ SECOND FIN. FLR. @ GARAGE SECOND FIN. FLR. @ GARAGE w z O o Cie Z Lu Cie °° O IN -VENT (E) ATTIC N Lu lL ^J (E) ATTIC PROVIDE 22X30 OPENING FOR ATTIC ACCESS r +10' 0" 121.5' 10 A +10' 0" 121.5' R01 - SECOND FIN. FLR. Q V` SECOND FIN. FLR. 1� REFER TO A4.5 FOR 6 Lu I" I" I TYPICAL EAVE VENTING Q T.O. w PLATE ae w DEN LAUNDRY/MECH PRIMARY BEDROOM Cie Z w z_ in < z o of J w NLL -LLI \ LL °o U rn v r Z co o � V o +1 \ +3'-2 3/4" 114.8' m w u +3'-2 3/4" 114.8' Z UPPER MUDROOM FIN. FLR. 2z / UPPER MUDROOM FIN. FLR. J O u- +1'-LL w / V +1'- 6" 113.1' Q DRAWN BY: J K AVERAGE 1E GRAADEDE AVERAGE GRADE Z REVIEWED BY: TR 7- ALIGN O Foe Fo3 PRINT DATE: 7/31/23 ±0" 111.6' ±0" 111.6' 0 FIRST FIN. FLR. FIRST FIN. FLR. Z DRAWING ISSUE: DATE: ASSUMED (E) FRAMING 2X10 ji 0 PERMIT SET 9/30/22 (N) CRAWL (E) CRAWLSPACE, TBV w PERMIT SET: 10 11/15/22 z_ SPACE P p o PERMIT SET: 20 7/31/23 p... > /TYPICAL (N) FOOTING - ° wii�wiic�wii Lu Lu N 4" PERFORATED DRAINPIPE ° p.:..; o ASSUMED (E) FOOTING (N) PAD FOOTINGS PER STRL ASSUMED (E) FOOTING EMBEDDED IN 12" OF CLEAN CRUSHED ROCK WRAPPED WITH A LAYER OF/t/ FILTER FABRIC, TIGHTLINE INTO EXIST CLASS 1.6 MIL. POLYETHYLEME VAPOR BARRIER, O SEWERLINE. LAPPING 1' &EXTENDING UP FOUNDATION MIN. 1' V FOOTING PER STRL, TYP. ��,��,��,��// < Z ��y� GRADE SHALL BE CLEANED -� j/------ OF ALL VEGETATION AND /�� Z O ORGANIC MATERIAL 0 U w C) N/S SECTION AT WEST END A4m4 +1 T-1 1 /2" 124.6 SECOND FIN. FLR. @ GARAGE TYPICAL EAVE VENTING EAVE BLOCKING W/ (2) 3" w x 2"h SO. NOTCHES AT EACH BAY FOR VENTILATION 2" CONTINUOUS STRIP SOFFIT VENT. CORROSION RESISTANT SCREEN +10'-0" 121.5',� SECOND FIN. FLR. 2x4 RAFTER TAIL METAL FLASHING AIR' FLOW GUTTER - CEDAR FASCIA +3'-2 3/4" 114.8',� UPPER MUDROOM FIN. FLR. +1'- 6" 113.1' AVERAGE GRADE MATERIAL TBD co 'v . �r•.•;i:� ♦ i•; p , ,.r.; I�r...r , ,.. �,�*•, . , ,.r.;_,�*• ,. , ,. .; ,�r• •r .�tyAri Urs•A' N/S SECTION AT WEST END OF LIVING ROOM LIVING ROOM F01 0'-01, \ HALLWAY BEYOND X I� - - .r ur I�r ♦ �� .t r•. Ur Ur l.�r•; 5i .r•..�t4.ir , �..;•: � �_:. T.O. PLATE v 0 6�� I \�MEL RES/q OAP � �T l Q Z O D TWq • 2.05 3 W w Z o z N w W NLu o V W 00 O Q Cie w �..0 0 0 LL. w W ao Lu w 12 O V) C3 z On ad Cie Lu Ciem 0 N W Lo � Q r z ]::E, 0% Q W w Cie 4 ae w 2 H w Cie w z w in w 2 H V Q H Z O V Z Q DRAWN BY: Z REVIEWED BY: O P PRINT DATE: 0 Z DRAWING ISSUE: O V PERMIT SET Lu PERMIT SET: 10 `n PERMIT SET: 22 U- w O ce � ( Vn 0 z F_ O J C G V Q O z O O ry JK TR 7/31 /23 P'1 ATr. Z7IJV/LL 11 /15/22 7/31 /23 A4m5 +26'- 6" 138.1' MAX HT. +26'-3 5/8" 137.8' ROOF RIDGE REFER TO A4.5 FOR TYPICAL EAVE VENTING T.O. PLATE T.O. PLATE /V @ 10:12 k ROOF BEYOND BEDROOM +13- 1 1 /2" 124.6' SECOND FIN. FLR. @ GARAGE F04 +10'-0" 121.5',� SECOND FIN. FLR. -I 1 11 _--a II KITCHEN +T-2 3/4" 114.8' UPPER MUDROOM FIN. FLR. +1'- 6" 113.1',� AVERAGE GRADE ±0" 111.6',� FIRST FIN. FLR. D N/S SECTION AT KITCHEN SGALt:1/2" = 1'-U" R01 RIDGE VENT F01 +26'- 6" 138.1' MAX HT. +26-3 5/8" 137.8' ROOF RIDGE 12 110 ,OMEL RES/pF O"P Q Z O ITT<F Wq. 20 6�O ."'h W tj o N w W N o v w 00 OCie Q 0". CL w w a o LL. w W / HALL N O v r w On / a Cie Z +13' w 1 1 /2" 124.6' co O � SECOND FIN. FLR. @ GARAGE V N Lu � � 0 a � 01, � Lu W Cie 12 4 N Lo -,.�..r..r..r..r..r..r..r..r..r..r..r..�...... .; ....�..�..�..�..r..r..r..r..r..r..r..r..r..r........ . - i�:�.; .�, .r ...r.,.,. ...-,. .r..,. WOOD TRELLIS OLD GRADE (N) GRADE PAVER ,k+10'-0" 121.5' SECOND FIN. FLR. +T-2 3/4" 114.8' UPPER MUDROOM FIN. FLR. 04+1'- 6" 113.1' AVERAGE GRADE Qk+0" 111.6' FIRST FIN. FLR. H LL- (_7 N Lu 0 w 2 V Z O v 0 Z a DRAWN BY: JK N Z REVIEWED BY: TR O PRINT DATE: 7/31/23 Z DRAWING ISSUE: DATE: O V PERMIT SET 9/30/22 Lu PERMIT SET: 11/15/22 `75 PERMIT SET: 7/31/23 u— w O ce O a � z Z W O = U U w A4m6 \�MEL RES/q OAP � �T l Q R T'Wq.2p6�o1�� — +26'- 6" 138.1' MAX HT. MAX HT. RIDGE VENT +26'-3 5 8" 137.8 ROOF RIDGE ROOF RIDGE 12 �10 W V z o o N w W N o Lu V W co O Q Cle (>' Lu TRUSS TO BE DESIGNED AND MANUFACTURES BY R.IDGE VENT L REGISTERED WASHINGTON STATE TRUSS COMPANY. ineLu L 12 °a L �6 w 12 O V) Z On Cie Z +13' 1 1 /2" 124.6' - +13' 1 1 /2" 124.6' Ciem O SECOND FIN. FLR. @ GARAGE SECOND FLOOR @ GARAGE FINISH V Lu N L J p Qr aOk W w Cie T.O. PLATE Q +10' 0" 121.5' _ A+10' 0" 121.5' w SECOND FIN. FLR. SECOND FLOOR FINISH TYPICAL SOFFIT VENT w � 2 t- 2X4 TRUSS 1" T&G CEDAR SOFFIT Cie w 2" CONTINUOUS STRIP SOFFIT VENT, Z PROVIDE METAL AT SOFFIT EDGE, MUDROOM 0 PROVIDE CORROSION RESISTANT (UPPER LEVEL) w SCREEN, 1/4" MAX OPENINGS w 2 EXTERIOR RETAINING WALLS NOT 3' ABOVE ORIGINAL GRADE (~j Q EXTERIOR CONC. Z STEPS & LANDING O ORIGINAL GRADE: V 114.6' F01 = p T.O. WALL T.O. ,�+3'-2 3/4" 114.8' Q DRAWN BY: JK +3'-2 3/4" 114.8',� 114.68' 14�8' UPPER MUDROOM FIN. FLR. - - - - - - - - - - - - - -� p. o. D UPPER MUDROOM FIN. FLR. o ° Z REVIEWED BY: TR - w — O PRINT DATE: 7/31/23 +1'- 6" 113.1' "' - - AVERAGE GRADE o o o. ° o -AVERAGE GRADE p Z DRAWING ISSUE: DATE: D OU PERMIT SET 9/30/22 D. Lu PERMIT SET: 11/15/22 FIRST FIN.IFLR. 11.6'° o -1ST FLOOR, FINISHED N D ° SEE A4.4 FOR TYPICAL FOOTING B.O. WALL B.O. WALL D 110.84' w i F_ N C � elf Lu C = O cD O Z = o o lr� ::D z� O J �w U W J N/S SECTION AT HIGHER LEVEL MUDROOM A4m7 \�MEL RES/q OAP � �T l Q R T'Wq.2p6�o1�� +26'- 6" 138.1' MAX HT. MAX HT. +26'-3 5/8" 137.8' ROOF RIDGE R01 ROOF RIDGE REFER TO A4.5 FOR TYPICAL EAVE VENTING i ........... ............................................. W BONUS SPACE V 0 z N w W N o W V W 00 O 0 O� Lu 0 Lu �" Q I w W Z Lu CL cli M 0 a I �,-L - .1i. I. ,.I.., ... 1 -1/ F04 Q O Cie +11 1 /2" 124.6',� 11 a% 1111=11 0 SECOND FLOOR @GARAGE FINISH V SECOND FL OOR @GARAGE N L J Z Ok w W Q Cie +SECOND FLOOR SECOND FLOOR FINISH Lae u M = � H i I — / / GARAGE w I / Z co T / b / Lu I / Q W I H CAST METAL OR PLASTIC Q 116.5' TRENCH DRAIN W/ GRATE o H ...DRIAN TO ... o; Z .D.. O DRIVEWAY SLOPE \ SLOPE 1/8" PER FT. F05 0 11 +3� 2 3/4" 114.8' Q DRAWN BY: J K 4 96' GARAGE LEVEL $ - D D MUDROOM UPPER LEVEL FL. FINISH Z REVIEWED BY: TR ° O / +V- 6" 113.1' P _ ° ,� +V- 6" 113.1' 11'rell"Im PRINT DATE: 7/31/23 AVERAGE GRADE ° AVERAGE GRADE Z DRAWING ISSUE: DATE: O E A4.4 FOR TYPICAL PERMIT SET 9/30/22 SEFOOTING V I L.0 PERMIT SET: 10 11/15/22 161 FLOOR, FINISHED 1ST FLOOR FL. FINISH N PERMIT SET: 20 7/31/23 w 0 ce O H V 13e U) ~ z O O V U w C� N/S AGE A4m8 WOOD TRELLIS / STIAR & HANDRAIL, ENLARGED MAIN STAIR PLAN HANDRAIL, SEE SHEETA2.4 NOTE #4 —co UJ- CV Lo \MILo i SECTION AT MUDROOM SCAT F •% STAIR ENLARGED STAIR @ MUDROOM SCALE:1/2" = 1'-0" \�MEL RES/q OAP � �T l Q Z O D TWq. 2.00 3 W V Z Lu W N W 0 0 w Cie w ine w m W W p2 O Z O ig Cie Lu CieN W m � Q l^ L J r Q o� W Cie � W ae W H LL Cie W Z W in W H H V Q Z O V Z Q I DRAWN BY: Z REVIEWED BY: D., .. p . . . . . O PRINT DATE: 0 ZDRAWING ISSUE O : D j V PERMIT SET Lu PERMIT SET: '� ,, LL W SECTION AT MAIN STAIR ° SCALE:1/2" = 1'-0" 114 ° vJ r/'� Q p RETAINING WALL 114.68' _ ORIGINAL GRADE: 114.6 7t Z m LNOT ABOVE 3' 19 DN DN O U 5 M 5 V w 4'-0" 1' 2" A4.9 A4.9 (n LANW �. ..o w"o"// 1'-2" C) SECTION AT EXTERIOR STAIR 6 1 A4.7 ENLARGED EXTERIOR STAIRS SCAT F• 112" = 1'-n" 0 N 0 [\0\J0 V N Z O 0 W JK TR 7/31 /23 nATG- y/Ju/« 11 /15/22 MIMI A4m9 +26'- 6" 138.1' MAX HT. +26'-3 5/8" 137.8' ROOF RIDGE +13'-1 1 /2" 124.6' SECOND FLOOR @ GARAG +10'-0" 121.5' +SECOND FLOOR +3'-2 3/4" 114.8' GARAGE LEVEL +1'- 6" 113.1' AVERAGE GRADE SIM CONDITION FOR ALL LOOK OUT RAFTERS, REFER TO STRL TYP FURRED WALL W/ WINDOW PER STRL. F04 6 5/8" f ill ENTRY R01 MODIFY DOOR TO FIT UNDER STAIRS, ON OPPOSITE WALL Fo, ------------------ —------------ ��. FOOTING PER STRL., TYP. (N) 4" PERFORATED DRAINPIPE EMBEDDED IN 12" OF CLEAN CRUSHED ROCK WRAPPED WITH A LAYER OF FILTER FABRIC, TIGHTLINE INTO EXIST SEWERLINE. SECTION AT MAIN STAIR 1 SCALE:1/2" = V-0" ti�oyT HANDRAIL PER r�r I � u LANDING CLlik R. I � N lu I I 1/2" GWB MIN. UNDERSIDE OF STAIRS AT STORAGE v r—J I I I I I I ----------------------------- ------------------ u p p . p ... ,r u* � ....:..: .. .....,,. ...,,.,..., .; :., �., :.. _Ar•,•Ar A* _tr..•tr tr. Unvr ,.r:..�,.ur t•� _,...;.. .. ; ,...;.,...,•; t \�MEL RES/q OAP � �T l Q Z 0TWq • 2.0RDI§�' 5 W V Z o z N w W N o Lu V W 00 O Q cle O,-. w �..0 0 O LL. w W m imO V) w z On ad Cie Lu CieN W Lo m 0 L � Q � z O� Q W W 4 wCie = ae w LL. Cie w z w in w _ H H V H 0 V Z DRAWN BY: Q Z REVIEWED BY: 0 II_-_ PRINT DATE: 0 Z DRAWING ISSUE: 0 PERMIT SET V Lu PERMIT SET: 10 `n PERMIT SET: 20 w 0 ce O Z Q O F_ F_ z CU V w U) v ) JK TR 7/31 /23 P'1 ATr. Z7/JU/LL 11 /15/22 7/31 /23 A4.9a +26'- 6" 138.1' MAX HT. +26-3 5/8" 137.8' ROOF RIDGE REFER TO A4.5 FOR TYPICAL EAVE VENTING +13'-1 1 /2" 124.6' SECOND FLOOR @ GARAG , FINISH +10'-0" 121.5' +SECOND FLOOR FINISH +3'-2 3/4" 114.8' GARAGE LEVEL / BONUS SPACE STAIRWELL / / WD TRIM CAP AT / F— PARTIAL HT WALL / / CLR. L NDI G HANDRAIL ON OPPOSITE SIDE, SEE HANDRAIL NOTE #4 SHEETA2.4 / , i i GARAGE STORAGE / i \ v U) / i 10" \ o� / / 2 \ / cl) O� c0 UNDER STAIRS c 1/2" GWB 3'-5" / CLR. / CONTINUE ALONG EXTERIOR / OF GARAGE AT SOUTH SIDE +1'- 6" 113.1' AVERAGE GRADE ✓//�� ±0" 111.6' 1STFLOOR, FINISH SECTION AT GARAGE STAIR SCALE: 1/2" = 1'-0" 0 +26'- 6" 138.1' MAX HT. +26'-3 5/8" 137.8' ROOF RIDGE +13'-1 1 /2" 124.6' SECOND FLOOR @ GARAGE, FINISH +10'-0" 121.5' +SECOND FLOOR FINISH +T-2 3/4" 114.8' GARAGE LEVEL +1'- 6" 113.1' AVERAGE GRADE +0" 111.6' 1ST FLOOR, FINISH ENLARGED STAIR PLAN SCALE: 1/2" = 1'-0" Z 0 w W O Cie w Cie Lu ao N w_ V Q a w ce Z W Q w ce w w (_7 U) w W 2 H H V O in a U) O 0 Z O V w LL- ce w O ce O H V H Z O V W tj z W a W 0 a J r AA %11 0 N 0 00 011. DRAWN BY: JK REVIEWED BY: TR PRINT DATE DRAWING ISSUE PERMIT SET PERMIT SET: 0 PERMIT SET: 0 Z O U w w 7/31 /23 DATE: 9/30/22 11 /15/22 7/31 /23 1 A4mlO ENLARGED KITCHEN PLAN grAI P 119" = 1,_0„ 3/4" 2'-6" ±3'-8" FURRING FRIDGE OPENING STRIP EAST KITCHEN 'v co O W 3/4" OPEN SHELVES 0 co 1'-0" �L 3/4" 3'-0" V-9" 2'-3" FURRING STRIP 7'-3/4" EAST PANTRY CROWN MOLDING TBD -1" j 3'-0" 2'-4" N 0 3/4 FURRING STRIP III III III ±61 /2" FLOATING SHELVES, OPTIONAL 111. = '-6" 3'-0" 2'-0" V-2" 2'-2" ±3/4" ±2'-0"TBD 2'-21/2" 3'-0" 3/4" FURRING 1 1/2" STRIP 25'-3" , NORTH KITCHEN & PANTRY SOUTH KITCHEN: ISLAND AND PANTRY ,q(-,AI P 119" = 1,-n" \�MEL RES/q OAP � �T l Q 1�1 Z 0 9TT<F Wq. 2.00p,�3 Z o z N w W N o Lu V W 00 O Q O41' w �..0 0 LL. w W m 12 O V) W z On o<- ig Cie Lu Ciem0 N W Lo ]::E, z O• Q W w Cie 4 13e LL. Cie w z w 0 W H H V a z O V Z a DRAWN BY: JK Z REVIEWED BY: TR O P PRINT DATE: 7/31/23 0 Z DRAWING ISSUE: DATE: 0 V PERMIT SET 9/30/22 Lu PERMIT SET: Al 11/15/22 `n PERMIT SET: 20 7/31/23 U- w O F_ ce O H V U) r z z 00 O W w Z J W A6ml \�MEL RES/q OAP � �T l Q R Z TWq.2p6�o1�� J O -----n D02 I I I I I I FUR WAL FOR II RECESSED MED CAB AND NICE O I I � II SKYLIGHT II r - - 7 o W II I I I I II I I - J o N II OPTIONAL HEATED FLOOR W N O II Lu TOWEL BAR(S), w coti) II A OPTIONAL HEATED V W II 0 II 5.1 W I I w CL ±41 /2" 7'-1 l 1 /2" N I 8'-31 /2" 3'-2" 4 1l2" 8'-5 1 /2" 41 /2" 4'-0" O �/ 3 I CUSTOM GLASS m W i PARTITION &DOOR FURRED WALL O ♦ ^ (RECESSED MED. CABS. & NICHE) 16' 4 1/2" 92 12 v z On LT�N C/ Z ROOM ELEVATION ROOM ELEVATION m0 ° BUILT-IN BENCH SEAT � ■ w w Q z Ok 0 W w Cie Lu ce „ W 8 -4 2 CLR. 2'-3 3/4" -'-5 3/4" 2'-3 3/4" Cie RECESSED MED. RECESSED RECESSED MED. Lu CAB. W/ MIRROR NICHE -OPEN CAB. W/ MIRROR Z 0 cn w SHOWER DEVELOPMENT: Lu ENLARGED FIRST FLOOR -.BENCH: _ 1 -BUILT-IN OR FLOATING SCALE: 1/2" = 1'-0" SIZE (DEPTH & HT.) Q MATERIAL (TOP & SIDE) 2. SHOWER FITTINGS - SHOWER AT WEST WALL Al I Z -ADD HANDHELD NEAR BENCH 0 3. NICHE: - LOCATION AND SIZE ,, 4. DRAIN: o Mo CENTER w Q DRAWN BY: JK v) REVIEWED BY: TR Z O P PRINT DATE: 7/31/23 0 Z DRAWING ISSUE: DATE: 0 PERMIT SET 9/30/22 V Lu PERMIT SET: 10 11/15/22 `n PERMIT SET: 20 7/31/23 8'4' 2'-10" V-2" 2'-10" 3/4" ce w 4'-0" ±41/2" ±V-6 3/4" 6'-10 3/4" 41/2" 3'-2" 0 ce O H Q z z O0 O Q ROOM ELEVATION ROOM ELEVATION pi > CSCALE:-/2" 1'-0" D SCALE:1/2" 1'-0" W Z J — W A6m2 / TOWEL BAR TOILET ROOM / (OPTIONAL HEATED) SHOWER O M01� DING "LEDGE" RES/pF \,�aAEL O"P � O J G� Q Z RDI�' FT CF 5 �Vq • 2p6 W V O o N W W N o v uj 00 O Q � � Cie W W Q Cie O W ujm W O cn z O o Z Lu c W 0 N W LO Q Q W Lu Cie 4x Q W ce W H ae W Z N W W 2 H H V H Z O V Z Q DRAWN BY: JK N REVIEWED BY: TR Z PRINT DATE: 7/31/23 O 0 Z DRAWING ISSUE: DATE: 0 PERMIT SET 9/30/22 V Lu PERMIT SET: W 11/15/22 PERMIT SET: W 7/31/23 ce W O H Cie O H a w H O O V Q 0 Z _ �U/� v ) WINDOW SCHEDULE NOTES: 1. WINDOWS ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT. 2. ALL GLAZING TO BE NRFC CERTIFIED. 3. EGRESS MIN OPENING 24"H, 20"W, SILL HT 44" MAX, NET CLEAR OPENING 5.7SF. 4. CASEMENT WINDOWS USED FOR EGRESS MUST INCLUDE HARDWARE THAT ALLOWS THE WINDOW TO OPEN A MINIMUM OF 90° AND PROVIDES FULL WIDTH CLEARANCE IN FULLY OPEN POSITION. 5. ALL GLAZING WITHIN 18" OF FLOOR SHALL BE TEMPERED GLASS. 6. FOR ANY OPERABLE WINDOW LOCATED MORE THAN 6' ABOVE GRADE, THE BOTTOM OF THE OPENING MUST BE A MINIMUM OF 24" AFF. IF OPENING IS LOWER THAN 24", WINDOW WILL COMPLY IF IT DOES NOT OPEN MORE THAN 4" OR IF IT'S EQUIPPED WITH A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH ASTM F2090-10. 7. WINDOWS LESS THAN 10' ABOVE THE GROUND MUST HAVE LOCKS. 8. SKYLIGHT SCREENS SHALL HAVE A MAX 1 "x1" MESH, CAPABLE OF SUPPORTING TWICE THE WEIGHT OF THE GLAZING. 9. CLAD EXTERIOR COLOR TO BE DETERMINED. 10. WOOD INTERIOR COLOR TO BE DETERMINED. WINDOW SCHEDULE 1 SCALE: A7ml 1' = 1'-0" WINDOW SCHEDULE SIZE RO ID LOCATION TYPE MFR PRODUCT GLAZING U-VAL. TEMPRD. EGRESS SQ. FT. NOTES WIDTH HEIGHT SK01 4' 3' PRIMARY BATH OPERABLE TBD DOUBLE PANE LOW-E .50 X --- SIZE TBD, SUGGESTED 4'X3' SKYLIGHT SK02 2' 3' 2ND FLOOR BATH SKYLIGHT DOUBLE PANE LOW-E X --- OPERABLE .50 W00 3'-2 1/2" 1'-10" KITCHEN FIXED TBD WOOD 6.95 INTERIOR TRANSOM ABOVE DOOR, FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD W001 2'-4" 2'-0" PRIMARY BATHROOM AWNING TBD ALUMINUM CLAD DOUBLE PANE LOW-E OBSCURED 28 6.38 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD GLASS W002 2'-2" 4'-0" PRIMARY BEDROOM CASEMENT TBD ALUNMINUM CLAD DOUBLE PANE LOW-E .28 X 11.33 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W003 2'-2" 4'-0" PRIMARY BEDROOM CASEMENT TBD ALUNMINUM CLAD DOUBLE PANE LOW-E .28 X 11.33 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD ALUMINUM CLAD (4) WINDOWS MULLED TOGETHER TOTAL ROUGH W004a 2'-6" 4'-1" STAIR LANDING FIXED TBD WOOD DOUBLE PANE LOW-E .28 8.67 OPENING TO BE 5' WIDE 8'-2" TALL,FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD ALUMINUM CLAD (4) WINDOWS MULLED TOGETHER TOTAL ROUGH W004b 2'-6" 4'-1" START LANDING FIXED TBD WOOD DOUBLE PANE LOW-E .28 8.67 OPENING TO BE 5' WIDE 8'-2" TALL,FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD ALUMINUM CLAD (4) WINDOWS MULLED TOGETHER TOTAL ROUGH W004c 2'-6" 4'-1" STAIR LANDING FIXED TBD WOOD DOUBLE PANE LOW-E .28 11.77 OPENING TO BE 5' WIDE 8'-2" TALL, FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD ALUMINUM CLAD (4) WINDOWS MULLED TOGETHER TOTAL ROUGH W004d 2'-6" 4'-1" STAIR LANDING FIXED TBD WOOD DOUBLE PANE LOW-E .28 11.77 OPENING TO BE 5' WIDE 8'-2" TALL,FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD W005 5'-4" 3'-0" KITCHEN FRENCH TBD ALUMINUM CLAD DOUBLE PANE LOW-E 18.59 CASEMENT WOOD .28 W006 5'-4" 1'-10" KITCHEN FIXED TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 12.03 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W007 2'-4" 3'-5" PANTRY CASEMENT TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 X 10.64 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W008 4'-0" 1'-10" POWDER ROOM FIXED TBD ALUMINUM CLAD DOUBLE PANE LOW-E 9.20 OBSCURED GLASS, FULL OR SIMULATED DIVIDED WOOD .28 LIGHT GRILLS, TBD W009 2'-8" 4'-6" MUDROOM DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 X 14.17 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W010 2'-8" 4'-6" MUDROOM DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 X 13.82 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W011 2'-8" 4'-6" MUDROOM DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 14.78 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W012 4'-6" 1'-10" MUDROOM FIXED TBD ALUMINUM CLAD DOUBLE PANE LOW-E 9.48 TRANSOM ABOVE DOOR, FULL OR SIMULATED WOOD .28 DIVIDED LIGHT GRILLS, TBD W013 2'-8" 5'-4" KITCHEN DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 17.90 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W014 2'-8" 5'-4" KITCHEN DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 17.90 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W015 2'-8" 5'-4" KITCHEN DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 17.90 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W016 2'-8" 5'-4" KITCHEN DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 17.90 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W017a 2'-0" 5'-0" DINING ROOM DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 12.03 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W017b 4'-0" 5'-0" DINING ROOM DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 21.58 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W017c 2'-0" 5'-0" DINING ROOM DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 12.03 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W018a 2'-0" 5'-0" LIVING ROOM DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 12.03 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W018b 4'-0" 5'-0" LIVING ROOM DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 21.58 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W018c 2'-0" 5'-0" LIVING ROOM DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 12.03 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W019 2'-8" 4'-6" DEN DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 14.78 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W020 2'-8" 4'-6" DEN DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 14.78 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W021 2'-8" 4'-6" DEN DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 14.78 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W024 2'-6" 2'-0" 2ND FLOOR AWNING TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 X 6.75 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD BATHROOM WOOD W025 2'-8" 4'-0" BEDROOM 2 CASEMENT TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 X 12.25 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W026 2'-8" 4'-0" BEDROOM 2 CASEMENT TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 X 12.25 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W027 2'-6" 2'-0" 2ND FLOOR @ AWNING TBD ALUMINUM CLAD DOUBLE PANE LOW-ELOW-E .28 X 6.75 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD GARAGE WOOD W028 2'-8" 4'-0" 2ND FLOOR @ CASEMENT TBD ALUMINUM CLAD DOUBLE PANE LOW-ELOW-E .28 X 12.25 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD GARAGE WOOD W029 2'-8" 4'-0" 2ND FLOOR @ FIXED TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 11.28 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD GARAGE WOOD W030 2'-8" 4'-0" 2ND FLOOR @ CASEMENT TBD ALUMINUM CLAD DOUBLE PANE LOW-ELOW-E .28 X 12.25 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD GARAGE WOOD W031 2'-8" 4'-0" 2ND FLOOR @ CASEMENT TBD ALUMINUM CLAD DOUBLE PANE LOW-ELOW-E .28 X X 13.22 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD GARAGE WOOD W032 2'-8" 4'-0" 2ND FLOOR @ FIXED TBD ALUMINUM CLAD DOUBLE PANE LOW-ELOW-E .28 X X 13.22 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD GARAGE WOOD W034 2'-8" 4'-9" 2ND FLOOR @ DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 15.56 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD GARAGE WOOD W036 2'-0" 2'-6" STORAGE CLOSET AWNING TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 6.71 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W037 2'-2" 4'-0" 2ND FLOOR HALLWAY, CASEMENT TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 11.33 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WINDOW SEAT WOOD W038 2'-2" 4'-0" 2ND FLOOR HALLWAY, CASEMENT TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 11.33 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WINDOW SEAT WOOD W039 2'-8" 4'-9" 2ND FLOOR HALLWAY DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 14.00 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W040 2'-8" 4'-9" 2ND FLOOR HALLWAY DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 11.94 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD W041 2'-8" 4'-9" 2ND FLOOR HALLWAY DOUBLE HUNG TBD ALUMINUM CLAD DOUBLE PANE LOW-E .28 14.00 FULL OR SIMULATED DIVIDED LIGHT GRILLS, TBD WOOD RES/q \�MEL OAP � �T l DOOR SCHEDULE Q Z RD0' ID LOCATION TYPE DESCR. W HT THK MFR MAT GLAZING U-VAL. TEMPRD. SF NOTES GENERAL NOTES 1.0 GENERAL 1.1 Construction shall conform to the 2018 INTERNATIONAL RESIDENTIAL CODE and all other requirements of authorities having jurisdiction. 1.2 These drawings are the property of O.G. Engineering, PLLC ("Engineer"). These drawings and the information contained herein shall not be used for completion of or revisions to this project by others, extensions of this project or any other project without Engineer's express written permission. 1.3 Refer to Architectural Plans for all dimensions and elevations not shown. Do not scale drawings. The contractor shall verify all pertinent dimensions and existing conditions prior to beginning construction. Conflicts, differences in information, and omissions in drawings shall be brought to the attention of the Engineer for resolution prior to construction. Changes from the drawings shall be made only with the prior approval of the Engineer. All work is subject to review and approval by the local building department. All work shall conform to all permit and building department requirements. All details shall be considered typical at similar conditions. Details shall be used where applicable, unless otherwise noted. Details intend to show concepts that may not exactly match specific site conditions. All work shown on these drawings is new unless noted as existing. 1.4 The contractor shall be solely responsible for jobsite and construction safety and compliance with all current safety regulations. Jobsite visits performed by the Engineer do not include a review of the adequacy of the contractor's safety measures. The Engineer has no authority to exercise any control over any construction contractor or their employees in connection with their work or any health or safety precautions. Only the final, permanent structure is shown on these drawings. The contractor shall be solely responsible for the means and methods of construction, including but not limited to construction sequencing and providing all necessary shoring, bracing and other temporary supports during construction. The contractor shall be solely responsible for obtaining all necessary independent engineering reviews of all temporary conditions and support systems during construction. 1.5 Utility information is not shown on these drawings. The contractor shall be solely responsible for locating and protecting utilities prior to and during construction. The contractor shall be solely responsible for all damage to utilities resulting from their work, and all damage to utilities shall be repaired solely at the contractor's expense. 1.6 All waterproofing and drainage information shown on these drawings is for illustrative purposes only. Waterproofing and drainage are the design responsibility of others. 2.0 DESIGN BASIS - BUILDING STRUCTURES 2.1 Vertical Loads (psf) Dead Live Snow Existing Roof 8 20 25 Addition Roof 19* 20 25 Attic 6 20 2nd Floor 14 40 1st Floor 10 40 *Includes 4psf for solar ready zones. 2.2 Seismic Design Data (per the 2018 IBC) Risk Category: II Importance Factor: le=1.0 Site Coordinates: 47.8189'N, 122.3664°W Mapped Spectral Response Acceleration: Ss=1 .29, S1 =0.46 Site Class: Default D Spectral Response Coefficients: Sds=1.03 Seismic Design Category: D Main Seismic Force -Resisting System: Wood Structural Panel Shear Walls Response Modification Factor: R=6.5 Seismic Response Coefficient: Cs=0.16 Redundancy Factor: p=1.3 Over -strength Factor: Q=2.5 Analysis Procedure Used: Equivalent Lateral Force Procedure 2.3 Wind Design Data (per the 2018 IBC) Risk Category: II Basic Wind Speed: 97 mph Exposure Category: B Topographic Factor: 1.60 3.0 INSPECTIONS The construction work shall be inspected as required by the IRC Section R106. The contractor is solely responsible for understanding the requirements of and coordinating all inspections, observations and testing and ensuring that all required work is performed to the satisfaction of the inspector. 4.0 FOUNDATIONS 4.1 The following foundation & retaining wall design criteria are assumed, have not been verified by a geotechnical engineer and therefore must be approved by the building official. If design criteria are found to be different than assumed, notify Engineer for additional requirements prior to construction: * Allowable Vertical Bearing Pressure: 2000 psf 4.2 Footing & Slab on Grade Excavations Remove any deleterious, loose or softened material from footing & slab on grade excavations and compact sub -grades to a firm and unyielding condition. If loose sub -grades can not be adequately compacted, over -excavate loose material to competent soil and replace with properly compacted structural fill. Do not allow water to stand in excavations; if sub -grades become softened before concrete is cast, excavate softened material and replace with properly compacted structural fill at no additional cost to the owner. Structural fill and compaction requirements are the design responsibility of others. 5.0 MATERIALS 7.2 Engineered Wood Framing 5.1 Wood: See TrusJoist "Installation Guide for Floor and Roof Framing" (TJ-9001) for TJI Joist nailing, web stiffeners, backer blocks, 5.1.1 All 2x & 3x sawn lumber shall be Hem Fir grade number 2, other TJI Joist framing and connection requirements not specified and all 4x and larger lumber shall be Doug Fir grade number 1, on these drawings, and for allowable holes in TJI joists and U.O.N. Mudsills and all sawn lumber in contact with concrete, engineered wood beams. masonry, ground, exposed to weather or moisture, shall be P.T. Hem Fir grade number 2. Preservative retention levels in P.T. wood 7.3 Fasteners shall meet the requirements of the applicable use category in accordance with AWPA U1 -1 6, and shall not exceed those required Nails specified on these drawings are common nails, U.O.N. to comply with AWPA Use Category UC4A. Do not use wood treated Fasteners in contact with P.T. wood, exposed to weather or in with ACZA. Field -cut ends, notches and drilled holes of P.T. wood contact with ground shall be hot -dipped galvanized per IRC shall be treated in the field in accordance with AWPA M4. Section 317 3 or shall have e uivalent corrosion resistance 5.1.2 Engineered Wood Framing Members and I -Joists shall be TrusJoist@ or approved equal. 'PSL' denotes Parallam 2.2E for beams and 1.8E for posts. 'LSL' denotes Timberstrand 1.55E for members with depth equal to or greater than 92", and 1.3E for members with depth less than 92". 'LVL' denotes Microllam 2.OE. 'TJI' denotes TJI I -joists. 5.1.3 Glulam framing members shall be DF/DF, stress class 24F-1.8E, combination symbol 24F-V8, U.O.N. 5.1.4 All wood framing members shall have 19% maximum moisture content at time of installation. 5.2 Concrete: Hardrock, normal -weight concrete with a minimum 28-day compressive strength of 3,000 psi for concrete exposed to weather and 2,500psi for concrete not exposed to weather. Slump range shall be 3-5 inches. Maximum aggregate size shall be 1". Maximum water/cement ratio shall be 0.5. Concrete exposed to weather shall be air -entrained with total air content between 5%-7% of total concrete volume. 5.3 Reinforcing Steel Bars: ASTM A615, Grade 60 5.4 Post -Installed Dowels & Anchors into Existing Concrete & CMU Epoxy: Simpson SET-3G (Installed & inspected per ICC No. ESR-4057) 5.5 Bolts and Threaded Rods: 5.5.1 Threaded Rod: ASTM F1554 Grade 36 5.5.2 Sill Anchor Bolts: ASTM A307 Bent bar "J" anchor bolts shall have a hook with a 90-degree bend with an inside diameter of three bolt diameters, plus an extension of one and one half bolt diameters at the free end. 5.5.3 Bolts in Timber Connections: ASTM A307 6.0 CONCRETE CONSTRUCTION 6.1 Concrete elements shall be constructed in single continuous pours, without construction joints, unless otherwise approved by the Engineer. Reinforcement shall be the longest lengths practical. Splices in rebar are not allowed in footings or walls less than 20 feet long. Lap splices shall be staggered at least 2 ft. in adjacent bars. Where reinforcement or anchor edge distances are noted on the drawings as "clear", the distance shall be taken from the face of reinforcement or anchor to edge of concrete. Cast -in -place reinforcement and anchor bolts shall be installed prior to concrete placement and shall not be "wet -set" into freshly poured concrete. 6.2 Reinforcement installation details, including rebar bends, hooks, splices and development lengths shall be in accordance with the requirements of IRC Section R608.5.4, U.O.N. Concrete materials, forms, mixing and delivery shall be in accordance with the requirements of the IRC Section R404.1.3.3. 6.3 Concrete Coverage over Reinforcing Steel Unless otherwise noted, maintain the minimum concrete cover to face of reinforcement or anchors as follows: 1) 3" Where concrete is cast against and permanently exposed to earth except slab on grade. 2) 2" Where concrete is exposed to earth but formed, or exposed to weather. 3) 12" Where concrete is not exposed to earth or weather. 6.4 Slabs on Grade 6.4.1 Crack Control Joints Cut crack control joints in top of slab @10'-0"o.c. (max.) each way. Joint depth shall be 4 of the slab depth or 1 ", whichever is greater. Joints shall be conventional saw -cut within 4 to 12 hrs of concrete placement, or early -entry saw -cut within 1 to 4 hrs of concrete placement. Jointed panels shall be rectangular, as square as possible, with a max length -to -width ratio of 12:1. 6.4.2 Slab Sub -Base Slab sub -base shall be $" to 4" clean, crushed drain rock, compacted to a firm and unyielding condition. 7.0 WOOD CONSTRUCTION 7.1 General Framing Connections not specified on these drawings shall conform to the IRC fastening schedule, refer to Table R602.3(1 ). Depth of all posts in walls shall match stud depth, U.O.N. Block floor joist space solid under posts and cripple studs supporting headers and continue support to foundation. Face nail all plies of multi -ply studs with 10d@6"o.c. Obtain approval from engineer prior to ripping or creating notches or holes in framing members, U.O.N. Install double joists below all new interior walls parallel to floor joists and solid blocking below all new interior walls perpendicular to floor joists (NSFC on plan), U.O.N. All beams shall be continuous across supports unless explicitly shown as multiple pieces. Install full depth blocking between framing members over supports, unless otherwise noted. Bevel -cut ends of framing members in skewed hangers, U.O.N. q Dissimilar metals & coatings shall not be in contact. Bolt holes shall be a minimum of 32" to a maximum of 16" larger than the bolt diameter. Bolts shall not be forcibly driven, and shall be tightened to the snug -tight condition. Install standard cut washers under all bolt heads and nuts bearing against wood. 7.4 Connectors Connectors specified on these drawings are manufactured by the SIMPSON STRONG -TIE® Company, U.O.N. Refer to latest catalog for information not specifically noted herein. Connectors in contact with P.T. wood, exposed to weather or in contact with ground shall be ZMAX or HDG galvanized. All connectors shall receive the maximum number of fasteners, U.O.N. Dissimilar metals & coatings shall not be in contact. Shim gaps in connectors for different framing sizes with plywood as required. Non -field -adjustable hangers specified as sloped or skewed shall be manufactured sloped or skewed. 7.5 Wood Structural Panels WSPs shall bear the APA trademark and shall meet the requirements of the latest edition of USDOC PS1 or PS2. Use 10d common wire nails to fasten panels with 12" minimum penetration into framing at all panel edge and field nailing, U.O.N. Nails shall be located at least $" from panel ends and edges. Stagger nails at adjoining panel edges. Drive nail heads flush with panel surface. Maintain $" gap between all adjoining panel edges. Center interior panel joints on framing members or blocking. Provide 2" space between untreated panel and concrete or masonry. Minimum panel dimension shall be 2'-0". Panel storage and handling during transport and construction shall be in accordance with APA recommendations and shall protect the panels from prolonged exposure to moisture from rain, snow, ground or other sources. WSPs permanently exposed to weather shall be exterior grade. 7.6 Shear Walls and Exterior Wall Sheathing 7.6.1 Shear walls are noted on the plans. Shear walls shall be sheathed with 2" APA RATED SHEATHING, EXPOSURE 1 WSPs with a span rating of 32/16. Panels shall not be less than 4'-0"x8'-0", except at boundaries and changes in framing. Panels shall be laid with strength axis vertical. Install 2x blkg under all unsupported panel edges; all panel edges shall be supported by and fastened to min. 2x common studs or blocking, U.O.N. on shear wall schedule. Edge nail panels to posts within shear walls. Install double stud or min. 4x post at the ends of all shear walls. Provide solid blocking under double studs & posts between floors and continue support to foundation. See shear wall schedule for more information. 7.6.2 WSP Wall Nailing, U.O.N.: Panel Edge Nailing: 10d@6"o.c. maximum. Intermediate (Field) Nailing: 10d@12"o.c. maximum. 7.6.3 All new exterior walls not called out as shear walls shall be sheathed on their exterior face with 2" APA RATED SHEATHING, EXPOSURE 1 WSPs with a span rating of 32/16 and nailing per note 7.6.2., U.O.N. All other fasteners & re uirements shall conform to the shear wall schedule for wall type 11 . 7.7 Holdowns and Tiedown Straps Holdowns and tiedown straps shall be attached to double studs or min. 4x posts, U.O.N. See latest Simpson Catalog for additional requirements not noted herein. See holdown schedule for anchor bolt sizes and additional specifications. Refer to note 7.1 for nailing and framing requirements at holdown/tiedown posts. Install solid post at shear wall corners or intersections where holdowns/tiedowns occur. All holdowns/tiedowns shall have the maximum number of fasteners. 7.8 Sill Anchor Bolts There shall be a minimum of two sill anchor bolts per piece with one bolt located not more than 12" or less than 42" from each end of each piece. Holes in sills for bolts shall not be oversized. Sill anchor bolts shall be 58"0 with 7" min. embed. into concrete. Sill anchor bolts into existing concrete shall be all -thread rod, drill and epoxy. See shear wall schedule for spacing of sill anchor bolts in shear walls. Maximum sill anchor bolt spacing at non -shear -walls shall be 6'-0"o.c. at interior walls and 49-0"o.c. at exterior walls. All sill anchor bolts at shear walls and mudsills shall be installed with 0.229"x399x3" steel plate washers. Edge of sill anchor bolt plate washers shall be located 2" max. from inside face of wall sheathing or rim joist where occurs. 7.9 Floor and Roof Sheathing 7.9.1 Wood structural panel sheets at floors and roofs shall be laid with strength axis perpendicular to supports and continuous over two or more spans, unless otherwise noted on drawings. Stagger adjacent panels 4'-0"o.c. lengthwise. 7.9.2 Unless otherwise noted, typical roof sheathing shall be unblocked $" APA RATED SHEATHING, EXPOSURE 1 WSPs with a span rating of 40/20. Panels shall be fastened to framing members with 10d nails @6"o.c. at all supported panel edges and 10d nails @12"o.c. intermediate (field) nailing. Install 'PSCL' sheathing clips (one mid -way between each support) at all unsupported panel joints. 7.9.3 Unless otherwise noted, typical floor sheathing shall be unblocked 3" APA RATED STURD-I-FLOOR EXPOSURE 1 WSPs with a span rating of 48/24 and T&G edges. Panels shall be fastened to framing members with 10d nails @6"o.c. at all supported panel edges and 10d nails @12"o.c. field nailing. Glue sheathing to all supports (including blocking) with 4" minimum beads of approved adhesive meeting APA specification AFG-01. 7.9.4 Existing Lumber Floor & Roof Board Sheathing Where new edge nailing of existing lumber board sheathing is specified on these plans, that nailing shall be 10d, (2) at each 1 x6 lumber board, or (3) at each 1 x8 board. 7.10 Metal - Plate -Connected Wood Trusses 7.10.1 The design, manufacture and installation of trusses shall be in accordance with the requirements of ANSI/TPI 1 and the IRC Section R502.11. 7.10.2 Trusses are the design responsibility of the supplier, and shall be designed by a civil or structural engineer licensed in the State of Washington ("Truss Designer"). Trusses shall be designed to support the following specific unfactored loads in addition to their self -weight: Vertical Roof Loads - Top Chord *Dead: 15 psf (Does not include truss self -weight) *Snow: 25 psf *Wind: 16 psf (down) -43 psf (uplift) Vertical Ceiling Loads - Bottom Chord *Dead: 5 psf (Does not include truss self -weight) *Live: 10 psf (Does not act concurrently with roof live load 7.10.3 Trusses shall not rely on interior walls for support, U.O.N.; trusses shall be designed to span between exterior bearing walls. 7.10.4 Trusses shall be braced to provide lateral stability and prevent rotation in accordance with the SBCA BCSI "Guide to Good Practice for Handling, Installing and Bracing of Metal -Plate-Connected Wood Trusses". Bracing shall be designed and specified by the truss designer. 7.10.5 Trusses and their connections shall not be notched, cut, spliced or otherwise altered or damaged in any way without the prior written consent of both the E.O.R. and truss designer. 7.10.6 Truss design drawings and calculations, prepared by a civil or structural engineer licensed in the State of Washington in accordance with the IRC Section R502.11.4, shall be submitted to the contractor, architect, engineer and local building official for review and acceptance prior to fabrication, and shall be provided with the shipment of trusses to the job site. 7.10.7 Attach top plates of interior, non -bearing partition walls to truss bottom chords with 'STC' clips, leaving a 4" to 2" vertical gap between bottom of truss and top of plate. Attach adjacent gypsum board ceiling to top plate with 'DS' clips. Do not fasten gypsum board ceiling to truss bottom chord within 16" of top plate. 4" ?4" MIN ROUGHEN (E) FOUNDATION SURFACE TO 4' AMPLITUDE (E) OR HARDENED CONCRETE FOUNDATION (PROFILE & SIZE VARY; V.I.F.) #4 EPDXY REBAR DOWELS TO MATCH LAYOUT AND SPACING OF NEW FOUNDATION REINFORCEMENT NEW FOUNDATION (PROFILE & SIZE VARY; REFER TO OTHER DETAILS) TYPICAL NEW TO EXISTING FOUNDATION SCALE: NTS ?d PAP niAUr7TFRC 90° BENE INTERSECTION CORNER TYPICAL FOOTING AND WALL CORNERS SCALE: NTS HORIZONTAL @ AT ADJ. ADJACENT ALT. ALTERNATE ARCH. ARCHITECT A.T.R. ALL -THREAD ROD B.F. BALLOON -FRAMED BLKG BLOCKING BLW. BELOW BM BEAM BOTT. BOTTOM C.I.P. CAST -IN -PLACE C.J. CONSTRUCTION JOINT CL CENTERLINE CLR. CLEAR CONT. CONTINUOUS CSK. COUNTERSINK 0 DIAMETER DBL. DOUBLE DF DOUGLAS FIR DIM DIMENSION D.J. DOUBLE JOIST D.R. DOUBLE RAFTER ELEV. ELEVATION EMBED. EMBEDMENT ENGR. ENGINEER E.N. EDGE NAILING E.O.R. ENGINEER OF RECORD EQ. EQUAL E/W EACH WAY (E) EXISTING F.J. FLOOR JOIST F.N. FIELD NAILING FTG FOOTING G.L. GRID LINE GLB GLULAM BEAM G.C. GENERAL CONTRACTOR H.D.G. HOT -DIPPED GALVANIZED HDR HEADER HF HEM FIR IBC 2018 INTERNATIONAL BUILDING CODE@ INV. INVERTED IRC 2018 INTERNATIONAL RESIDENTIAL CODE@ K.D. KILN -DRIED LUMBER LOCN LOCATION MAX. MAXIMUM MANUF. MANUFACTURER M.B. MACHINE BOLT MIN. MINIMUM NSFC NOT SHOWN FOR CLARITY N.T.S. NOT TO SCALE o/ OVER o.c. ON CENTER O/H OPPOSITE HAND OPNG OPENING PL PLATE PSF POUNDS PER SQUARE FOOT PT PRESSURE -PRESERVATIVE -TREATED QUAD. QUADRUPLE REQ'D REQUIRED RFT RETROFIT R.R. ROOF RAFTER R.W. REDWOOD S.A.D. SEE ARCHITECTURAL DRAWINGS S.O.G. SLAB ON GRADE SIM. SIMILAR SQ. SQUARE STD STANDARD S.W.S. SHEAR WALL SCHEDULE T.B.D. TO BE DETERMINED T&B TOP & BOTTOM T&G TONGUE & GROOVE T.O. TOP OF TRPL. TRIPLE TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED U/S UNDERSIDE u/ UNDER V.I.F. VERIFY IN FIELD W.R.C. WESTERN RED CEDAR WSP WOOD STRUCTURAL PANEL OTE: GABLE END WALL STUDS SHALL BE B.F. FULL EIGHT FROM FLOOR SOLE PLATE TO SLOPED ROOF DBL DP PLATE. DO NOT PLATFORM FRAME GABLE END WALL HEADER SCHEDULE, U.O.N. MAX. OPENING MIN. HEADER 4'-0" 4x6 6'-0" 4x8 8'-0" 4x10 10'-0" 4x12 ONT. 2x6 TOP PLATE 'A35' T&B, EAC END OF HEADE AT EXTERIO WALLS WHERE "W' EXCEEDS 4'-0' (2) 2x TOP PLATES. FACE NAIL PLATES WITH 10d@12"o.c. AT FLAT CORNERS & POST w/ SIZE TO MATCH POST ABV INTERSECTIONS, LAP AND FACE NAIL TO WHERE OCCURS I I PLATES WITH (4) 10d. REFER TO TYPICAL DETAIL FOR TOP PLATE SPLICE EADER PER SCHEDULE TO LEFT, U.O.N. ON PLAN H R R 1Od@6"o.c. T&B HEADER PER SCHEDULE, AT EXTERIOR WALLS U.O.N. ON PLAN WHERE "H" EXCEEDS -7 RIGID INSULATION ON 8'-0", INSTALL 1 NTERIOR SIDE OF HEADER ADDED KING STUD AT BY ARCH. - S.A.D. EACH SIDE OF OPENINGS WITH MAX EXTERIOR HEADER ® 2x6 WALLS of (3) 2x KING STUD TYPICAL STUD WALL FRAMING SCALE: NTS 1 Od@1 6"o.c. UPPER PLATE SPLICE (CENTERED OVER STUD) LOWER PLATE I I I I I I I I I DBL SILL AT WINDOW CONDITION FACE NAILED w/ 16d@12"o.c. I I I I I I I I I I I I I I I � I � I I I I I I I I I I I I 'A35' EACH END OF DBL SILL PLATE AT EXTERIOR WALLS WHERE "W" EXCEEDS 4'-0" i i DTI-----IT----TF —1I I II II II I I II II II I II II II I I II II II I I II II II I I II II II I II II II I L1-----11----1L— — I I I I I I 2x6 STUDS @16"o.c. AT EXTERIOR WALLS, MIN. 2x4 STUDS @1699o.c. AT INTERIOR WALLS FACE NAIL EACH ADDED KING STUD WITH 10d@69'o.c., TYP. 2x KING STUD SOLID BLOCKING (TO MATCH STUD SIZE) AT STUDS OVER 10'-0" HIGH AT MID -HEIGHT, CONTINUOUS 2x CRIPPLE STUD, FACE NAILED TO KING STUD WITH 1Od@69'o.c. USE DOUBLE CRIPPLE STUD FOR HEADER SPANS > 4'-0" OR AT 3'—n" MIN_ "FNn I FNGTH" TRAP PER SCHEDULE ELOW, U.O.N. ON PLAN. XTEND MIN. 3'-0" AST OPENING EACH IDE (OR TO END OF /ALL) OVER 2x4 FLAT LOCKING BTWN STUDS. LACE STRAP OVER /ALL SHEATHING. STRAP SCHEDULE SHEAR WALL MARK STRAP 1� CS20 �2 CS16 �3 CS16 ® CS 14 HEADERS SUPPORTING BEAMS 1) DOUBLE -SIDED SHEAR WALLS WITH OPENINGS SHALL HAVE STRAPS EACH SIDE OR POSTS, FACE NAILED w/ 2) IF SILL PLATE CARRYING BOTTOM STRAP IS NOT CONTINUOUS, STRAP SHALL BE 1Od@6"o.c. CONTINUOUS ACROSS ENTIRE LENGTH OF SILL 2x P.T. MUDSILL OR TYPICAL S H EARWALL STRAP AROUND OPENINGS SOLE PLATE SCALE: NTS AT EXTERIOR WALLS WHERE 'A35' T&B OF KING STUDS AT EXTERIOR WALLS. WHERE "W" EXCEEDS 4'-0", "W" "W" EXCEEDS 4'-0", INSTALL (2) 'A35' T&B. USE INSTALL 1 ADDED KING STUD LTP4 IN LIEU OF 2ND A35 WHERE SILL PLATE ENDS AT EACH SIDE OF OPENINGS AT DOOR OPENING LAP PLATES 4'-0"MIN. 2 ROWS 10d@4 o.c FACE NAILS STAGGERED OVER SPLICE LENGTH STUD, TYP. TYPICAL DOUBLE TOP PLATE SPLICE SCALE: NTS FOUNDATION LEGEND UPPER FLOOR LEGEND 1 Od@1 6"o.c. --UPPER PLATE LOWER PLATE SPLICE (CENTERED OVER STUD) SPLICE ONLY WHERE OCCURS ON PLAN- —I- 0 'LCE4' POST CA 'AC' POST CAP BEAM PER-) BEAM PER PLAN PLAN POST PER PLAN POST PER NOTE: NOT ALL PLAN FRAMING SHOWN MID CONDITION FOR CLARITY END CONDITION BEAM TO ISOLATED POST E SCALE: NTS ROOF LEGEND SHEAR WALL SCHEDULE (1/2" SHEATHING -RATED WOOD STRUCTURAL PANELS) SHEAR WALL MARK CAPACITY PLF ( ) EDGE NAILING „A„ 2 FIELD NAILING FRAMING AT ADJOINING PANEL EDGES SOLE PLATE B FASTENERS FRAMING CLIPS C SILL ANCHOR SPACING - BOLT D " 0 310 1Od@69'o.c. 1Od@12"o.c. 2x NOMINAL 'SDS25600' @ 8"o.c.4 'A34' OR 'LTP4' @ 16'0.c5 4'-019o.c.6 460 1Od@4"o.c. 1Od@12"o.c. 2x NOMINAL 'SDS25600' @ 8"o..4 A34 OR LTP4 @ "5 80.c. " 2-80.c. 60 03 600 1Od@39'o.c. 1 1Od@12"o.c. 3x OR 2-2x NOMINAL3 'SDS256009 @ 8"o.c.4 'A34' OR 'LTP4' @ 8"o.c.5 2'-8"o.c.6 ® 770 1Od@2"o.c. 1Od@12"o.c. 3x OR 2-2x NOMINAL3 'SDS25600' @ 49'o.c.4 'A34' OR 'LTP4' @ 8"o.c.5 1'-4"o.c.6 DBL SIDED 920 1 Od@49o.c. 1 Od@12"o.c. 3x OR 2-2x NOMINAL3 'SDS256009 @ 4"o.c. 4 'A34' OR 'LTP4' @ 4"o.c.5 1'-4'o.c.6 DBL SIDED 1200 1 Od@39'o.c. 1 Od@12"o.c. 3x OR 2-2x NOMINAL3 'SDS256009 @ 49'o.c. 4 'A34' OR 'LTP4' @ 4"o.c.5 1'-4"o.c.6 DBL SIDED ® 1540 1 Od@2"o.c. 1 Od@12"o.c. 3x OR 2-2x NOMINAL3 'SDS25600' @ 3"o.c. 4 'A34' OR 'LTP4' @ 4"o.c.5 8"o.c. 6 NOTES 1) STAGGER ROWS OF EDGE NAILING 2" APART. ON DBL SIDED WALLS, STAGGER EDGE NAILS ON PANELS ON OPPOSITE SIDES OF WALL. 2) NAILING TO ALL INTERMEDIATE FRAMING MEMBERS IN FIELD OF PANEL 3) PANEL EDGE NAILING SHALL BE STAGGERED. 2-2x FRAMING MEMBERS SUPPORTING PANEL EDGES SHALL BE FACE NAILED WITH 10d, SPACING TO MATCH PANEL EDGE NAILING, STAGGERED. STAGGER PANEL EDGES IN OPPOSITE PANELS MIN. 2'-0" APART ON DBL SIDED SHEAR WALLS. 4) SCREWS SHALL HAVE MIN. 2" PENETRATION INTO RIM JOIST/ BLOCKING - USE LONGER SCREWS IF NECESSARY. 5) FRAMING CLIPS ARE ONLY REQUIRED WHERE SPECIFIED ON FRAMING DETAILS. INCREASE FREQUENCY OF FRAMING CLIPS BY 25% AT "STRUCT 1" SHEAR WALLS WHERE OCCURS. 6) SEE GENERAL NOTES 7.6 & 7.8 FOR MORE INFORMATION. SHEAR WALL SCHEDULE (S.W.S.) SCALE: NTS 16d w/ SPACING TO MATCH E.N., TYP. INTO HOLDOWN POST HOLDOWN PER PLAN (MAY OCCUR ON OTHER SIDES PER PLAN) WSP SHEAR WALL PER PLAN (MAY OCCUR ON ONE OR BOTH SIDES PER PLAN) WSP E.N., TYP._ ��-STUD WALL INTO EDGE STUD EDGE STUD, TYP. HOLDOWN POST PER PLAN HOLDOWN AT CORNER SCALE: NTS C �I PER PLAN E.N. FLOOR SHEATHING 1 Od@69'o.c. CONT. 2x4 (OR FLOOR JOIST PER PLAN) ATHING JU15 I � F'tKF'tNUIL;ULAK (E) FLOOR SHEATHING (E) FLOOR JOIST JOISTS PARALLEL FLOOR TO EXISTING FLOOR SCALE: NTS n (2) ROWS 10d OR 16c (AT 3" OR 32" TOTAL BEAM, THICKNESS RESPECTIVELY) @12"o.c (3"o.c. NET), STAGGEF EACH SIDE SOLE PLATE ru�I ER FLOOR PLAN SHEATHING FLOOR JO (ORIENTAL WALL DBL SOLID BLKG TOP PLATE (THICKNESS 1 MATCH POST 'A34' EACH SIDE, T&B POST PER PL POST IN WALL AT FLOOR SCALE: NTS HOLDOWN SCHEDULE HOLDOWN ANCHOR ANCHOR EMBEDMENT HDU2 SB$x24 18" HDU4 SB$x24 18" HDU5 SBsx24 18" HDU8 SB$x24 18" (2) ROW 'SDWS22400DB @16"o.c. (4"ox NET), STAGGE EACH SID 2—PLY DBL (31 MAX. TOTAL THICKNESS) S cv E N (2) ROWS N 'SDWS22600DB' @16"o.c. (4"ox NET), STAGGER EACH SIDE 3—PLY (TRPQ (54" MAX. TOTAL THICKNESS) TYPICAL MULTI —PLY BEAM FASTENING SCALE: NTS HOLDOWN PER PLAN WHERE OCCURS, ABOVE AND BELOW FLOOR TIEDOWN STRAP PER PLAN WHERE OCCURS ISTS PER PLAN SOLID BLKG BTWN JOISTS ION MAY VARY) UNDER HOLDOWN/ TIEDOWN POST A.T.R. TO MATCH HOLDOWN ANCHOR SIZE N 4—PLY (QUAD), OR 1 F132 (7" MAX. TOTAL THICKNESS, OR 1 FB2) HOLDOWN/ TIEDOWN POST PER PLAN FLOOR SHEATHING FLOOR JOISTS HOLDOWN POST TO RECIEVE PER PLAN, SHEAR WALL EDGE NAILING LTYPE/ORIENTATION WHERE SHEATHING OCCURS, MAY VARY FROM TYP. THAT SHOWN SHEAR WALL SHEATHING (MAY NOTE: REFER TO GENERAL OCCUR ON INTERIOR PER NOTE 7.7 FOR ADDITIONAL PLAN AND OTHER DETAILS) INFORMATION DEPTH) TYPICAL UPPER FLOOR HOLDOWN( G aN SCALE: NTS OR TIEDOWN STRAP NOTES: 1) SEE GENERAL NOTE 7.7 FOR ADDITIONAL HOLDOWN SPECIFICATIONS NOT NOTED HEREIN. 3) NOT ALL FOUNDATION REINFORCEMENT SHOWN FOR CLARITY (REFER TO OTHER DETAILS) WSP SHEAR WALL EA HOLDOWN PLAN OST PER -o oQ w mw :2 J wD 0 �w o= 2 U U V) ry J Q a! U ZLu M M 3» 14 PLAN HOLDOWN PER PLAN MUDSILL (SILL BOLTS NOT SHOWN FOR CLARITY) MIN. #4 CONTINUOUS BAR MAY BE STEM OR WALL REBAR) FOOTING STEM OR FOUNDATION WALL HOLDOWN ANCHOR PER SCHEDULE ADJ. HOLDOWN SCHEDULE HOEDOWN ANCHOR ANCHOR EMBEDMENT MIN. EDGE DISTANCE HDU2 s"0 A.T.R. 18" 3" HDU4 85"0 A.T.R. 18" " 3 HDU5 a"0 A.T.R. 18" 3" HDU8 s"O A.T.R. 24" 4" HOLDOWN POST PER PLAN HOLDOWN PER PLAN 'CNW' COUPLER AT ANCHOR SPLICE IF REQ'D (E) MUDSILL (SILL BOLTS NOT SHOWN FOR CLARITY) r--�ER OOTING WHERE OCCURS PLAN (PROFILE MAY VARY FROM SHOWN) K TYPICAL HOLDOWN AT L SCALE: NTS FOUNDATION w > 0 inch wQ m :2 J wD cj:�o ow __ U U Z (/7 Q CL WSP SHEAR WALL PER PLAN (CONNECTIONS NOT ° SHOWN FOR CLARITY; °°°° REFER TO OTHER DETAILS) ° ° ° ° BLOCK SOLID UNDER HOLDOWN POSTS t HOLDOWN ANCHOR PER SCHEDULE ABOVE. DRILL & EPDXY INTO (E) FOUNDATION L i� > MIN. MIN. (E) FLOOR FRAMING PER PLAN (ORIENTATION VARIES) �(E) FOUNDATION (PROFILE MAY VARY FROM THAT SHOWN) TYPICAL HOLDOWN AT EXISTING SCALE: NTS r U U IN uti I MIN E1 PLAN LEGEND FOUNDAT0ON SCHEDULE CONCRETE FOUNDATION WALL PER 8" THICK "OUTSIDE -FLUSH" SLAB ON GRADE g FOUNDATION SCHEDULE ADJACENT F1 FOUNDATION WALL w/ 16" WIDE T-FOOTING PER S7 CONCRETE STRIP FOOTING PER 8" THICK "INSIDE -FLUSH" SLAB ON GRADE q FOUNDATION SCHEDULE ADJACENT F2 O FOUNDATION WALL w/ 16" WIDE T-FOOTING PER S7 (E) CONCRETE FOUNDATION WALL F3 O "DOUBLE -LAYER" SLAB ON SIM; CONCRETE STEM B GRADE FOUNDATION WALL w/ THICKNESS TO MATCH PER FOUNDATION SCHEDULE BELOW S7 16 WIDE T-FOOTING PER DBL FRAMED WALL (E) CONCRETE SPREAD FOOTING PER 8" THICK CRAWLSPACE FOUNDATION C J FOUNDATION SCHEDULE BELOW F4 WALL w/ 16" WIDE T-FOOTING PER S7 �tk POST ABOVE FOUNDATION PER(w) F5 16" WIDE INTERIOR TURNED-DOWNzr STRIP FOOTING PER S7 L= EPDXY REBAR DOWEL NEW q F6 18"SQ. INTERIOR PAD FOOTING PER E TO (E) FOUNDATION PER S1 S7 F7 2'-0"SQ. CRAWLSPACE PAD FOOTING PER S7 8" WIDE "FLOOR -STEP" FOUNDATION F8 WALL w/ 2'-0" L-FOOTING PER S7 (E) 6" CRAWLSPACE FOUNDATION E1 WALL w/ 12" WIDE T-FOOTING 4x6 POST w/ 2x6 EACH SIDE FACE NAILED w/ (E) CRAWLSPACE PAD FOOTING BUP 10d@6"o.c. CONTINUE 2x6'S TO U/S OF 1 FB3 E2 (LOCNS & QUANTITY ASSUMED; V.I.F.) E1 CRAWL L---------------- E1 F 1210 110,141 w N z O 0- N w of Y Z U � O w w fN H U tz z U a N J W W d W 0 M N N N I 00 I 0 o w I I � N 0 Q o ofn w N O a o i N o cl:: N 00 W 0) Q � E Q cAd _y O O m o p U Q w Q rn w z O w � J a U a o o O N w (n 00 N = N O 0 Q O Z � � p m o Lo E rn w U W W a00 � ~ z� z� o z v� w o . W rr^^ 4 O 01 o N J OO c�j rV y O N O w w V) SCALE: SHEET. NO. AS NOTED JOB N0. 22035 S3 ENGINEER OF RECORD F2 F2 --- --------------------------------- <F2 r — — — — — — — — — — — — — — — — — — — — — — — — — — — — F2 r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — , r — — <F >2 I r------------------- I I I I I I I I I I I I I I I I I I I I I F5 I I I I I I I I F5 I I SLAB ABOVE I I I I I I F5 I I I I I F8 o I I SIM I F1 I SLAB ABOVE I I F5 m I I I I I I a I I I I I Q I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — I I I I — — — — — — — — — — — — - J I I I I L-----------------J I I I I I -------------------------� F2 F2 �Z L--------J /_� F2 7,11 L---------------------Jk L------------------------------J L --J F1 F1 PLAN LEGEND FRAWNG SCHEDULE NEW OR (E) STUD WALL ABOVE FLOOR CALLOUT JOIST/BEAM HANGER REFER TO DETAILS) (U.O.N. ON PLAN) (OR SEE NOTES BLW) C — — — — FOUNDATION WALL OR FOOTING BELOW FLOOR (SEE FOUNDATION PLAN SHEET S3) 1 FJ1 2x10 @1 6"o.c. LUS210 C F S7 S7 WINDOW BY ARCH (S.A.D.) 1 F132 54x94 PSL (FLUSH) N/A N/A XO 'L' 2" W.S.P. SHEAR WALL TYPE X) I AND DETAIL MIN. LENGTH 'L', PER S2 CALLOUTS ON PLAN 1 F63 54x94 PSL (FLUSH) N/A SIM PROVIDE SPLIT C BEARING OVER E1 FB2 S8 w/ w/ 'H8' EACH SIDE p�tk D�+�y1 OR g�- POST ABOVE OR BELOW FLOOR PER E-F S2 1 FB4 4x10 (FLUSH) N/A LOCATE BLW HEADER CRIPPLE STUDS ml �p POST & HOLDOWN PER SZ - - - - - - - - METAL STRAP ON OR BELOW 1ST FLOOR PER PLAN 1 FJ 1 (E) 2x 1 0 @ 1 6"o.c. N/A N/A 1 FB2 (E) 4x8 (DROPPED) N/A (E) BEAM SIZE & POST LOCNS BLW ASSUMED (V.I.F.) 4x6 POST w/ 2x6 EACH SIDE FACE NAILED w/ BUP 10d@6"o.c. CONTINUE 2x6'S TO U/S OF 1 FB3 4" CONCRETE SLAB ON GRADE H SOG w/ 6x6-W4.5xW4.5 W.W.F. PER S7 SWO STRAP AROUND SHEAR WALL WITH OPENINGS PER B BEAM HANGER FLUSH -FRAMED JOIST OR BEAM CONNECTION; SEE c FRAMING SCHEDULE FOR HANGERS, U.O.N. ON PLAN OR DETAILS (JOIST HANGERS NOT SHOWN ON PLAN FOR CLARITY) JOIST OR BEAM BEARING ON DROPPED BEAM OR HEADER (BEARING WALL SIM). POST DOWN TO HEADER WHERE OCCURS (POST WIDTH TO MATCH BEAM, NOT EHDR (E) DROPPED HEADER OVER WALL OPENING BELOW SHOWN FOR CLARITY). INSTALL FULL -DEPTH BLKG oh EACH SIDE OF JOIST OR BEAM OVER SUPPORT OG f 10'-0" aG f � 0 23'-9" O 1FB4 I I P CLOS I 1 FB4 �E 4 U 0.0. IL P BED E1FJ1 m TYP, U.O.N. E1FJ1 1 mm 1FB4 F1 TYP, U.O.N. I I I 1 1FB4 I I I 46 1FB2 I LAUNDRY/MECH 1 Ifj I� 1FB3 I I Q�Q I 1 23'-6" 1 1 11 DFN 11 I 11 I ----- ------ �� o li 5'-391 * L— — — -- — — -- — — 4'-0" 1 y�� 1 17'-691 SWO SWO SWO U PERMIT SET M a C7 wO LL_ W > �" ¢ w w z p N O IL � `J j O � °� M O w w N Y U w = w � Z O � U Z Q � � � a U N J d W d w In r) N N N I a0 O I I 0 M I W � N 0 o') o Q w N SCALE: SHEET. NO. O (D O N O N � N AS NOTED Q O t O S4 JOB NO. (n 00 W V) 00 22035 W O Q O EMIc wAs G C;d y F vi p N Q Z 0v G H Z m o O m o ~ - -0 � , 527 0 Q O W Op W AL Qz SIONAI. Erg Ld O w d' a J U ENGINEER OF RECORD NORTH yOGr'+ '2 k4 k 99 N 6 -0 `L��`�� `� 26'-3" Gr, 6' 229'-0" `L+ �p � 1 �� — — 1 2 4' —3" r, r, I I I I 4 I* * I f f I I I I I I +`L PANTRY — � J L `gyp 2� ti+ I NOv� 111'-9" 1 18'-0" 1 1 1 �pv`L 1 1 PWDR 1 SOG �� 1 A�Q SOG -- �o 1 y �2k 1 SOG -- 1 1 �U4 1 14'-3" LIVING 1 DINING 1 �`L GARAGE 1 1 LJ 1 KITCHEN 1 O 1 �pv XD uP I I I I I I IT I I IT 1 1 1 i u D Upo SOG lb 12:5 ,2 V+6' ENTRY s� 1 493„ 1 1 1 u P I I I I I I I IT 19'-3" 3 * — — — — — 14'-3" F — — — 4,-3„ 2' -10" HDU 4 O O SWO �\ SWO A , 1 S'Q 6 , �, 6'-3" y + y f 6'-3" + G� 18 - 6 x US �% OJ SWO PLAN LEGEND 1 FRAWNG SCHEDULE NEW OR (E) STUD WALL ABOVE FLOOR EFW EXTERIOR (APPLY ADJ. SHEAR WALL SHEATHING FURRING S8 TO ADJ. PRIMARY EXTERIOR WALL CALLOUT JOIST/BEAM HANGER REFER TO DETAILS CALLOUT JOIST/BEAM HANGER REFER TO DETAIL S C WALL PER STUDS, NOT FURRING WALL STUDS (U.O.N. ON PLAN) (OR SEE NOTES BLW) (U.O.N. ON PLAN) (OR SEE NOTES BLW) C — — — — WALL BELOW FLOOR 2FJ 1 1 1$ TJI 560 @1 6"o.c. IUS3.56/1 1 .88 A S8 2FB15 5'x117 PSL 4(FL 8 N/A SIM A S8 WINDOW BY ARCH (S.A.D.) 2FJ2 11$ TJI 210 @16 o.c. IUS2.06/11.88 S8 2FB16 3x118 LSL 2 HUC412(FLUSH) SIM O 'L' AND DETAIL 2" W.S.P. SHEAR WALL TYPED (�CALLOUTS 2FJ3 2x8 @16"o.c. N/A SISTER TO EAJ1 w/ (2) STAGGERED ROWS 2FB17 32x11$ LSL N/A EXTEND MIN. 6" PAST OPNG BLW & HANG w/ MIN. LENGTH 'L', PER ON PLAN (ATTIC JOISTS) (FLUSH RIM) 10d@6 o.c. NET JOISTS OFF INSIDE FACE p+tk p+tk OR �� E—F POST ABOVE OR BELOW FLOOR PER S2 2FJ4 2x6 @16"o.c. (ATTIC JOISTS) LUS26 g p S9 S9 LJ1 2x8 @16"o.c. (LANDING JOISTS) LUS28 I—J S8 + + R `L� �G �p ��, G POST & HOLDOWN OR TIEDOWN STRAP PER S2 2FB5 32x 1 1$ LSL (FLUSH) HU412 S I M B B S8 S8 LB2 4x8 (FLUSH w/ LJ 1) N/A I S8 — -777� STEP IN FLOOR 2FB6 54x14 PSL (U/S FLUSH w/ 2FJ2) N/A N/A EAJ1 (E) 2x6 @16"o.c. ATTIC JOISTS LUS26 OR LU26R (V.I.F.) N/A - - - - - - - - METAL STRAP ON OR BELOW 2ND FLOOR PER PLAN 2FH7 4x8 (DROPPED N/A A HEADER) S2 2FS1 'MSTC48133' STRAP EAST FACE OF 2FB9 TO ABUTTING RIM 32x117 PSL HUCQ412 SIM K JOIST (NSFC) OR BEAM; PLACE STRAP o/ WALL SHEATHING 2FB8 (FLUSH) (TO 2FB1 1) S8 2FS2 'MSTC40' STRAP U/S BEAM TOw 2FB9 54x117 PSL HUCQ612 T.O. ADJ. DBL TOP PLATE PER (FLUSH HINGE) S8 STUDS ADJ. TO STAIR SHALL BE 14x52 LVL @12"o.c. B.F. 'A35' L 54(FL BFS FULL HEIGHT FROM FNDN TO ROOF w/ T&B. 'A35' 2FB10 8 HUCQ612 S10 PROVIDE EACH SIDE T&B @ KING/CRIPPLE STUDS BLK 2x8 BLKG w/ 'LUS28' EACH END BLW HEADER CRIPPLE STUDS BEAM HANGER FLUSH —FRAMED JOIST OR BEAM CONNECTION; SEE 2FB11 54x11$ PSL (FLUSH w/ 2FJ2) N/A SIM E S8 FRAMING SCHEDULE FOR HANGERS, U.O.N. ON PLAN OR DETAILS (JOIST HANGERS NOT SHOWN ON PLAN FOR CLARITY) ITS INTERIOR STAIR FRAMING PER 2FH12 54x14 PSL N/A SIM A USE POSTS S8 (DROPPED HEADER) S2 AS CRIPPLES SWO STRAP AROUND SHEAR WALL WITH OPENINGS PER B S2 JOIST OR BEAM BEARING ON DROPPED BEAM OR HEADER (BEARING WALL SIM). POST DOWN TO HEADER 2FH13 32x102 GLB (DROPPED HEADER) N/A A S2 WHERE OCCURS (POST WIDTH TO MATCH BEAM, NOT EHDR (E) DROPPED HEADER OVER WALL OPENING BELOW SHOWN FOR CLARITY). INSTALL FULL —DEPTH BLKG SIDE OF JOIST OR OVER SUPPORT 2FB14 54x11$ PSL . INV. HU612 C EACH BEAM (FLUSH) S2 NOTE: REPLACE ANY CONFLICTING (E) ATTIC CRIPPLE WALLS OR OTHER (E) FRAMING IN KIND OVER NEW FRAMING MEMBERS 2FH7 2FH7 I � II I I I I II I =V I I I N I I IL J ATTIC r- 2FJ3 TYP. N N II r- U.O.N. EAJ1 TYP, U.O.N. IL II 2FH7 �2FBll Y m I � ATTIC N I Y II m 0 I 16'-6" 10'-9"O I 4k6 ATTIC OPEN m N m I N L 2FS2 2FB11 +�O AT IC 2F12 2FH7 _ 17'-6" _LF —u- OPEN 2FH7 6' <6' BFS co 2FH7 I 2, c� L ST 21 LB2 m m `V Ln ITS--�' m N � Z N O 2FS2 N 2FB 0 L N M 0 2� SWO SWO a 33'-6" 1 2FB10 4x6 2FH7 0 2�2 � IJ DU BED 1 z AT 0 m 32 N N � m F1 N T6 L� 4; FW x SWO 6' 1 23'-6" U PERMIT SET W a Z O� ✓� J CN 1 r' o . LL_ ¢ ° N� N z o � w 0 N � � o w cn Y U w = U � w N Z O a z a J d � Of W d U N W 0 M N N N I 00 O I CV 0 I 0 M I ll)_[� o W � Q w w N O 0) O (D O SCALE: SHEET. NO. i N N AS NOTED Q O i �- O JOB NO. S5 N o0 W (n °0 22035 W 0-) � O o � Q N o o��'w Q Z I- Z L i m o p m o 0 w' 'p1.0'Q r� 527 �URALF� p o) Lw O) Ld �44 U Q -�5,'SIOI I. o w IL U SWO SWO 49,�+ tK Z 25'-099 2FB17 O 2FH7 7 � V) 2FH7 2FH7 0) N III II i ED z z oa z m z o � IL � I ATTIC m — I7— m0 o II � N OFT 0 CL N< T. �SL Li Lh _ �� _ 0 O N m 4k6 N ui 4XW V) N BL TOR 2FH7 2FH7 ATTIC -777 2FH13 2FH12 1 18'-6„ 1 �co � 29'-0" SWO SWO m SWO ENGINEER OF RECORD NORTH B9 — 2FS1 J � II D NN LB2 I Q� 2FB5 ITIC 2FS1 rn m Li N PLAN LEGEND FRAWNG SCHEDULE NEW OR (E) STUD WALL ABOVE ROOF CALLOUT JOIST/BEAM HANGER REFER TO DETAILS) (U.O.N. ON PLAN) (OR SEE NOTES BLW) C - - - - WALL BELOW ROOF RR1 2x12 @24"o.c. LRU212Z OR A C (PRIMARY RAFTERS) LSSJ21OZ S9 S9 p+�` E-F 4x12 (FLUSH SIM H POST BELOW ROOF PER S2 RB2 DORMER HEADER) LUS410 S9 - - - - - - - - METAL STRAP ON OR BELOW ROOF PER PLAN R133 DORMERl2(FLUSH LUSH) LSSR41 OZ S9 K IRDER 54x117 PSL H VF OVER -FRAMING PER S9 RB4 N/A (FLUSH RIDGE) S9 w 'LSTA30' STRAP o/ ROOF SHEATHING HU410 (CUSTOM SIM o/ NON -CANTILEVERED LOR TO RR1 RB5 4x12 (FLUSH VALLEY) M & UF. SLOPED RS1 (ADD RR1 AS REQ'D TO ALIGN). PROVIDE (2) #12x4" TOE -SCREWS 1 RH6 32x102 GLB N/A (&)STUDS USE TRPL CRIPPLE EACH SIDE OF STRAPPED LOR TO RB5 (DROPPED HEADER) EACH END RH7 4x8 (DROPPED N/A q HEADER) S2 HANG (E) RAFTERS OFF LEDGER 2x12 @24"o.c. (SHED LRU212Z OR A C w/ 'LRU26Z' (SHIM SEAT) PER RR8 DORMER RAFTERS) LSSJ210Z S9 S9 ERW HANG (E) RAFTERS OFF LEDGER F RR9 2x6 @24"o.c. (LOW LRU26Z OR B D w/ 'LRU26Z' (SHIM SEAT) PER S9 GABLE ROOF RAFTERS) LSSJ26Z S9 S9 LOR LOOKOUT RAFTERS PER (�o RR10 2x6 @24"o.c. (LOW LRU26Z OR SHED ROOF RAFTERS) LSSJ26Z S9 S9 BEAM 2x4 (FRAMING LUS24 OR OHS OVERHANG SUPPORT FRAMING PER S9 HANGER FLUSH -FRAMED JOIST OR BEAM CONNECTION; SEE RR11 AROUND SKYLIGHTS) LRU26Z N/A c FRAMING SCHEDULE FOR HANGERS, U.O.N. ON PLAN (SHIM SEAT) OR DETAILS (JOIST HANGERS NOT SHOWN ON PLAN LUS24 OR SUPPORT VRV VALLEY & RIDGE BEAM TO VALLEY GIRDER PER J FOR CLARITY RT12* COMMON GABLE LRU26Z E L CONDITIONS S9 ) TRUSSES @24"o.c• (SHIM SEAT) S9 S9 VARY PER PLAN JOIST OR BEAM BEARING ON DROPPED BEAM OR RB13 2x8 (FLUSH RIDGE) LUS28 SIM H HEADER (BEARING WALL SIM). POST DOWN TO HEADER S9 WHERE OCCURS (POST WIDTH TO MATCH BEAM, NOT EHDR (E) DROPPED HEADER OVER WALL OPENING BELOW SHOWN FOR CLARITY). INSTALL FULL -DEPTH BLKG RH14 4x6 (DROPPED N/A A EACH SIDE OF JOIST OR BEAM OVER SUPPORT HEADER) S2 *ALL METAL -PLATE CONNECTED WOOD TRUSSES ARE DESIGN -BUILD BY TRUSS SUPPLIER. S.A.D. FOR TRUSS DIMENSIONS. REFER TO SHEET S1, tx GENERAL NOTE 7.10 FOR TRUSS DESIGN CRITERIA AND OTHER INFO. U PERMIT SET a W � o� W o O Z o 1 z v) o . v v on li W > �' o w N z o w � N 0 o w W o cn Y U w � w V) Z O H U z J � m U ELCL W W 0 M N N N I 00 o I I 0 r-o I w � N 0 0) o Q w N O 0) O (D O SCALE: SHEET. NO. i N i N AS NOTED Q O �- O JOB NO. N o0 W (n 00 22035 S6 W O � O a) 4d y o Q o Z m o O m o O m v m -0 W 0 Q w tZ U LOR, TYP __\ ENGINEER OF RECORD I HS RH7 �� RH6LJ - I I IIII hd II � II RR8 TYP, RR8 TYP, U.O.N. N m N U.O.N. m II II II II II 117 ---RBZ -- kil Ll I-- 4 R-B3 -- 4 _T -- - _F- - -- 7 RR1 TYP, OR, TYPE RR 1 TYP, II II U.O.N. I I II II U.O.N. II I I --- ---$ -�- --� RH6 W X LOR, TYP--/ s WSP SHEAR WALL PER PLAN 2x6 STUDS @16"o.c. 2x P.T. MUDSILL ^ z E.N. PER S.W.S. 2" N M 1" CHAMFER TOP OF EXTERIOR FLATWORK (BY OTHERS) z '� 1 FINISHED EXTERIOR GRADE 1� #4@12"o.c. ALTERNATE SIDES #4@12"o.c. TOP & 1 INTERMEDIATE z HORIZONTAL BARS 1 891 STEM 1 C.J. (ROUGHEN TO 1 4" AMPLITUDE) TYP.477 1 � \ 1 DRAIN BY/ ARCH. (S.A.D) / M SILL BOLTS PER S.W.S. SLAB ON GRADE PER PLAN (CONTINUE TO EXTERIOR FACE OF STEM AT WALL OPNG WHERE OCCURS) TOP BAR AT OPNG; CONT. MIN 48 BAR DIAMETERS PAST WALL OPNG EACH END c� z o� �o 0 4 BOTTOM _ FOOTING WIDTH BAR _ SEE PLAN "INSIDE FLUSH" SLAB ON GRADE rl SCALE: NTS FOUNDATION WALL - JLL rL/A11 INTERIOR PAD FOOTING E SCALE: NTS — BASE CLIPS PER POST PER OTHER DETAILS PLAN (E) SOLE PLATE 1 ST FLOOR SOLID BLKG TO MATCH POST ABOVE FLOOR SHEATHING 'PCZ' POST CA ° ° ° �(E) FLOOR JOISTS PER POST PER PLAN, CENTER PLAN UNDER POST ABOVE 'PBS' POST BASE PAD FOOTING ° ° ° PER PLAN C 0 " z 3 o o CLR 0 CRAWLSPACE GRADE #5@129'o.c. EACH WAY CRAWLSPACE PAD FOOTING WSP SHEAR WALL PER PLAN 2x6 STUDS @16"o.c. SILL BOLTS PER S.W.S. z E.N. PER S.W.S. N � HORI; C. TO " 01 TOP OF EXTERIOR FLATWORK (BY OTHERS) , z FINISHED 11 EXTERIOR GRADE M #4@1 2"o.c. ALTERNATE SIDES #4@12"o.c. INTERMEDIATE HORIZONTAL BARS 8„ STEM 0 C.J. (ROUGHEN TO 4" AMPLITUDE) TYP.j77 DRAIN BY/ ARCH. (S.A.D) / M C) 2x P.T. MUDSILL #4 TOP BAR SLAB ON GRADE PER PLAN (CONTINUE TO EXTERIOR F,,�CE OF STEM AT WALL OPNG WHERE OCCURS) 1 1 0 �1 T.O. STEM @ OPNG 1 TOP BAR AT OPNG; 1 CONT. MIN 48 BAR DIAMETERS PAST WALL 1 OPNG EACH END 1 1 � 1 � z �0 0 \#4 BOTTOM _ FOOTING WIDTH BAR _ r SEE PLAN "OUTSIDE FLUSH" SLAB ON GRADE E SCALE: NTS FOUNDATION WALL - N. (E) FLOOR FLOOR SHEATHING- /SHEATHING 2x LEDGER w/ (2) STAGGERED ROWS 1Od@6"o.c. (3"o.c. NET) FLOOR JOISTS w/ HANGERS PER PLAN 'URFP' w/ (2) 2"0 SCREW ANCHORS @4'-0"o.c. (E) 2x RIM JOIST 'LTP4'@24"o.c. (E) 2x MUDSILL �(E) FLOOR JOISTS (ORIENTATION VARIES) 4" (E) FOUNDATION EMBED WALL FLOOR TO EXISTING FLOOR SCALE: NTS "FLOOR STEP" FOUNDATION WALL WSP SHEAR WALL V 2x6 STUDS @16"o.c. PER PLAN 2x SOLE PLATE SOLE PLATE FASTENERS PER S.W.S (5) 1Od AT EACH BLOCK AT JOISTS PARALLEL TO WALL E.N. PER S.W.S. FLOOR 2x RIM JOIST SHEATHING 2x BLKG WSP SHEAR WALL PER 2x STUDS @16"o.c. E.N. PER S.W.S. @4'-0"o.c. PLAN AND S.W.S. SILL BOLTS PER �i / I I —AT JOISTS SILL BOLTS PER S.W.S. 2x P.T. MUDSILL PA PARALLEL TO S.W.S. I H I WALL GRADE E.N. PER S.W.S. III E.N. PER S.W.S. PERSLABPLAN i II II iv FLOOR JOISTS PER PLAN z o 2 x 6 P.T. (ORIENTATION VARIES) x a MUDSILL cD N EXTERIOR GRADE 1 #5 TOP BAR 1 1 8" STEM 1 #4 TIES @12"o.c. 0 0 0 0 0 0 1 M c< 1 ALTERNATE SIDES_4_ U 1 OPTIONAL C.J. (ROUGHEN TO 4„ #4@12"o.c.V��j/��j/�� z AMPLITUDE) NTERMEDIATE o1 0 HORIZ. BARS a 1 12„ 1 0 1 #4 TIES @12"o.c., DRAIN BY 0 1 ALTERNATE SIDES OTHER',,� � #5 CONT. T&B & 0 S.A.D. �/ U CRAWLSPACE INTERMEDIATE BAR M U GRADE FOOTING WIDTH #5 BOTTOM BAR FOOTING PER PLAN SEE PLAN EXTERIOR CRAWLSPACE FOUNDATION C INTERIOR STRIP FOOTING D SCALE: NTS — SCALE: NTS — SLAB ON GRADE DETAIL KEY 1O SLAB ON GRADE PER PLAN O RIGID INSULATION BY ARCHITECT (S.A.D.) O3 4" SUB —BASE PER GENERAL NOTE 6.4.2 40 VAPOR RETARDER BY ARCHITECT (S.A.D.) O5 CRACK CONTROL JOINTS PER GENERAL NOTE 6.4.1 OW.W.F. PER PLAN. USE SPACERS BELOW MESH TO MAINTAIN POSITION AT CENTER OF SLAB SLAB ON GRADE SCALE: NTS SCALE: NTS SCALE: NTS WSP SHEAR WALL PER PLAN 2x6 STUDS @1 6"o.c. 2x SOLE PLATE (5) 10d TO SOLE PLATE EACH BLOCK FASTENERS PES LOOR SHEATHING S.W. E.N. PER S.W.S. 14 LSL RIM JOIST 16d BOX NAIL E.N. PER S.W.S. i� II TO BLKG, T&B II FLANGE, TYP. PANEL JOINT WHERE OCCURS E.N. PER S.W.S., TYP. - — 1 14 LSL BLKG @4'-0"o.c. DBL TOP PLATE ----",AT JOISTS PARALLEL 2x6 STUDS @16"o.c. 1 I FLOOR JOISTS PER PLAN 1 (ORIENTATION VARIES) WSP SHEAR WALL PER PLAN FRAMING CLIP PER S.W.S. (DBL-SIDED------ONLY AT DBL-SIDED SHEAR WHERE OCCURS) WALLS WHERE OCCURS EXTERIOR WALL AT FLOOR A SCALE: NTS — WSP SHEAR WALL PER PLAN (WHERE OCCURS, MAY BE — ON OPPOSITE SIDE) SOLE PLATE FASTENERS PER S.W.S_� E.N. PER S.W.S 14 LSL BLKG @4'-0"o.c. EACH SIDE AT JOISTS PARALLEL 2x STUDS @ 1 6"o.c. (WHERE OCCURS) E.N. PER S.W.S. WHERE WALL ABOVE DOES NOT OCCUR 14 LSL BLKG, BEAM WHERE OCCURS OR RIM JOIST /---2x SOLE PLATE 5) 1Od TO EACH BLOCK 7 II 1 III �z III E.N. PER S.W.E DBL TOP PLAT 2x STUDS @16"o.c (WHERE OCCURS WSP SHEAR WALL PER PLAI (WHERE OCCURS, MAY B ON OPPOSITE SIDE 16d BOX NAIL PTO BLKG, T&B FLANGE, TYP. JI FLOOR JOISTS PER PLAN )RIENTATION VARIES) RAMING CLIPS PER S.W.S. -ONTINUE @2'-8" OUTSIDE F SHEAR WALL LOCN, FULL =NGTH OF WALL) INTERIOR SHEAR WALL AT FLOOR SCALE: NTS (ROOF SIMILAR) PROOF SHEATHING x BLKG C REFER TO S9 FOR INFO NOT NOTED WSP SHEAR CONT. 4x8 TOP BEAM w/ (2) WALL PER PLAN--,,,2x6 STUDS @16"o.c' 'SDWS22800DB' CENTERED IN OOKOUT RAFTERS EACH PASSING STUD OR SOLE PLATE BEAM PER PLAN @16"o.c. TO PRIMARY TOP PLATE FASTENERS PER BL TOP PLATE S.W.S 2x SOLE PLATE E.N. PER S.W.S. (5) 1Od TO EACH BLOCK 86 FLOOR SHEATHING 14 LSL BLKG E, @4'-0"o.c. AT i 16d BOX NAIL JOISTS PARALLEL � / TO BLKG, T&B FLANGE, TYP. E.N. PER S.W.S. F�bLl -1�!� TJI FLOOR JOISTS w/ WINE HANGERS PER PLAN w/ (ORIENTATION VARIES) EXTERIOR WALL ON BEAM SCALE: NTS RUN 2x8 CONTINUOUS S.A.D. Lo P.T. NAILER w/ z"Ox3"EMBE EPDXY ANCHOR @24"o.c. (MIN. 3) SLAB ON GRADE PER PLAN X _x_ X X BOTTOM OF RUN @ SLAB INTERIOR STAIR SCALE: NTS 14x1 18 LSL STRINGER AT 18"o.c. MAX. (MIN. 3) DO NOT OVERCUT STRINGERS INSTALL MOISTURE BARRIER UNDER -UNTREATED STRINGERS IN CONTACT WITH CONCRETE CON] (2) IN @ FLOOR SHEATHING LANDING 4" PLYWOOD TREADS, GLUED & NAILED, TYP. E.N. 'LUC26Z' LANDING JOISTS w/ I LANDING BEAM HANGERS PER PLAN—J PER PLAN` (ORIENTATION MAY VARY) 2 BOTTOM OF RUN @ LANDING FLOOR SHEATHING BEAM PER PLAN— E. N. x N Q LANDING 2x LSL BLKG @18"o.c. MAX. 14x14 LSL NAILER w/ (2) ROWS 16d@8"o.c. (4"o.c. NET, STAGGERED) TO HEADER 'LSC' HANGER TOP OF RUN I LANDING TO WALL SCALE: NTS — WSP SHEAF WALL PER PLAN SOLE PLATE FASTENERS PEF S.W.E E.N. PER S.W.S, 14 LSL BLKC @4'-0"o.c. EACF SIDE AT JOISTS PARALLEL TO WALL OLDOWN PER PLAN x6 OR 2x4 STUDS u16"o.c. (S.A.D.) x SOLE PLATE 5) 1Od TO EACH BLOCK LOOR SHEATHING III a o �� III 51,0 ATR ANCHOR BOLT w/� 16d BOX NAIL TO f 0.229"x3"SQ. PLATE BLKG, T&B WASHER TO U/S OF BEAM FLANGE, TYP. EAM PER PLAN TJI FLOOR JOISTS w/ HANGERS PER PLAN (ORIENTATION VARIES) INTERIOR SHEAR WALL ON BEAM SCALE: NTS 2x STUDS @16"o.c. 'H8' @ 2'-8"o.c. STUD TO JOIST E.N. FLOOR SHEATHING 'SDWS22400DB' TO EACH STUD 2x LEDGER w/ (2) a ^,N � LANDING JOISTS w/ HANGERS PER PLAN WSP SHEAR WALL ER PLAN WHERE OCCURS WSP SHEA WALL PER PLA SOLE PLAT FASTENERS PE S.W. E.N. PER S.W. HINGE BEA PER PLA E.N. PER S.W. DBL TOP PLAT WSP SHEA WALL PER PLA 2x6 STUD @ 1 6"o. c HINGE BEAM SCALE: NTS (E) RIM JOIST OR BLKG SOLID BLKG BTWN BEAM END & (E) RIM JOIST OR BLKG �_-� --- 1 EQ. II II DBL TOP PLATE I I I II II _FLUSH BEAM FLOOR OR ROOF PER PLAN SHEATHING TRAP PER PLAN STRAP PER PLAN EQ. OST PER PLAN (CAP NSFC) HEAR WALL PER PLAN (ALL STUDS BEAM STRAP TO SHEAR WALL SCALE: NTS x6 STUDS @16"o.c. x SOLE PLATE )OR SHEATHING FLOOR JOISTS BEFORE/ BEYOND STAIR OPNG 51,0 ATR ANCHOR BOLT w/� 16d BOX NAIL TO f 0.229"x3"SQ. PLATE BLKG, T&B WASHER TO U/S OF BEAM FLANGE, TYP. EAM PER PLAN TJI FLOOR JOISTS w/ HANGERS PER PLAN (ORIENTATION VARIES) INTERIOR SHEAR WALL ON BEAM SCALE: NTS 2x STUDS @16"o.c. 'H8' @ 2'-8"o.c. STUD TO JOIST E.N. FLOOR SHEATHING 'SDWS22400DB' TO EACH STUD 2x LEDGER w/ (2) a ^,N � LANDING JOISTS w/ HANGERS PER PLAN WSP SHEAR WALL ER PLAN WHERE OCCURS WSP SHEA WALL PER PLA SOLE PLAT FASTENERS PE S.W. E.N. PER S.W. HINGE BEA PER PLA E.N. PER S.W. DBL TOP PLAT WSP SHEA WALL PER PLA 2x6 STUD @ 1 6"o. c HINGE BEAM SCALE: NTS (E) RIM JOIST OR BLKG SOLID BLKG BTWN BEAM END & (E) RIM JOIST OR BLKG �_-� --- 1 EQ. II II DBL TOP PLATE I I I II II _FLUSH BEAM FLOOR OR ROOF PER PLAN SHEATHING TRAP PER PLAN STRAP PER PLAN EQ. OST PER PLAN (CAP NSFC) HEAR WALL PER PLAN (ALL STUDS BEAM STRAP TO SHEAR WALL SCALE: NTS x6 STUDS @16"o.c. x SOLE PLATE )OR SHEATHING FLOOR JOISTS BEFORE/ BEYOND STAIR OPNG ROOF SHEATHING E.N. PER S.W.S. WSP SHEAR WALL PER PLAN RAFTERS PER PLAN, CUT TO FORM RAFTER TAILS DBL TOP PLATE 2x6 @16"o.c. TYP. EAVE ( A SCALE: NTS m 4d SIN RAFTERS PER PLAN, CUT TO FORM RAFTER TAILS ROOF SHEATHIN E.N E.N. PER S.W.S. WSP SHEAR WALL PER PLAN 2x6 STUDS \ @ 16"o.c. - L EAVE WITH CEILING ATTIC JOISTS PER PLAN WHERE OCCURS DBL TOP PLATE E.N. PER S.W.S.- DBL TOP PLATE WSP SHEAR WALL PER PLAN (CONTINUE UP AND NOTCH AROUND LOOKOUTS) RAKE SCALE: NTS - SCALE: NTS WALL SHEATHIN EXTERIOR WALL E.N. STUDS E.N. ROOF SHEATHIN (2) 'SDWS22500DB' ROOF SHEATHIN CENTERED IN EACH ASSING STUD, (3) WSP SHEAR WALL TYPE 1 2x6 @16"o.c. AT 2x10 OR ORMER EXTERIOR DEEPER LEDGER 2x RIM RAFTER w/ E.N. PER S.W.S. WALL STUDS (3) 16d TO EAC 2x LEDGER (DEPTH PASSING STUD (4) 10d TO EACH BLOCK SOLE�FASTPLATE ATERS PER SHALL BE ONE SIZE DEEPER THAN WALL SHEATHIN ROOF SHEATHIN S.W.S RAFTERS RAFTERS) EXTERIOR WALL 2x BLKG @4'-0"o.c. 2x SOLE PLATE PER PLAN STUDS RAFTERS PERPENDICULAR RAFTERS PARALLEL RAFTERS EAM PER PLAN PER PLAN 2x BLKG @4'-0"o.c. LOW ROOF TO EXTERIOR WALL rF DORMER WALL ON ROOF BEAM G SCALE: NTS - SCALE: NTS - CONT. 2x6 RIDGE 2x4 OVER —FRAMING (NOTCH AROUN RAFTERS @24"o.c. SLEEPER OVER —FRAMING ROOF SHEATHING (3) 10d TOE —NAILS W (3) 10d, TYP. 2x4 @5'-0"o.c. (2) 10d 2x4 STRUT @ DBL MAX. TO ALL TOE —NAILS, PRIMARY RAFTER OR STRUTS GREATER TO EACH TRUSS SPACING ALON THAN 5'-0" TALL STRUT TYP. EACH OVER —FRAMING 10d@6"o.c. RAFTER, STAGGERED TYP. 2x10 FLAT SLEEPER, TYP. ALONG ALL (2) 10d EACH EN VALLEYS PRIMARY ROOF 10d@6"o.c. CONT. SHAPED 2x6 SHEATHING PLATE w/ (2) 16d TO EACH PASSING PRIMARY ROOF WSP SHEAR RAFTER OR TRUSS AFTERS OR TRUSS WALL PER PLAN TOP CHORDS PER PLAN 2x4 SPANNING BETWEEN MIN 2x6 STUDS (2) RAFTERS, w/ (2) 16d @16"o.c. EA. END TO RAFTER BLW, TYP. UNDER STRUTS. FASTEN STRUTS TO 2x4 w/ (2) 10d TOE NAILS, TYP \ ALIGN STRUTS OVER RIMARY RAFTERS OR TRUSSES, TYP. TYPICAL OVER -FRAMING SCALE: NTS (4) 10d AT EACH LOOKOUT RAFTER N. ROOF SHEATHING (3) 16d END RAFTERS NAIL INTO PER PLAN EACH RAFTER 2x6 LOOKOUT RAFTERS @2'-0"o.c. 2x6 @16"o.c. TYP. B.F. FULL HEIGHT FROM FLOOR TO ROOF (DO NOT USE INTERMEDIATE TOP PLATES) 'LSTA30' STRAP ACROSS RAFTERS @4'-0"o.c. ROOF SHEATHING TRUSS ROOF TO WALL I - SCALE: NTS CE.N. (4) 10d AT ROOF EACH LOOKOUT SHEATHING ,-2x BLKG E.N. PER S.W.S. DBL TOP PLATE WSP SHEAR WALL PER PLAN (NOTCH AROUND LOOKOUTS) 2x6 STUDS @16"o.c. TYP. E.N. PER S.W.S. 2x RIM JOIST E.N. PER S.W.S. (2) 16d END NAILS TO EACH LOOKOUT 2x6 LOOKOUT RAFTER @2'-0"o.c. RAFTER PER PLA CEILING JOISTS PER PLAN RAKE WITH CEILING I SCALE: NTS E.N., TYP. EACH SIDE RIDGE BEAM PER PLAN RAFTERS w/ HANGERS PER RIDGE BEAM SCALE: NTS PLAN x BLKG @4'-0"o.c. BL TOP PLATE x6 STUDS @16"o.c. ROOF SHEATHING E.N. BTWN VENT HOLES l 'H8' TO EACH TRUSS 2x BIRD BLKG E.N. PER S.W.S. i BTWN VENT HOLES TRUSSES BY OTHERS E.N. PER PER PLAN (PLATE NOT S.W.S. SHOWN FOR CLARITY) DBL TOP PLATE WSP SHEAR WALL PER PLAN; NOTCH SHEATHING AROUND RAFTER TAILS @ DRILL VENT HOLES TO MATCH BLKG TRUSS ROOF EAVE I SCALE: NTS WSP SHEAR WALL PER PLAN (3) 'SDS25800' @2"o.c. ROOF SHEATHING (STAGGER w/ PERPENDICULAR SCREWS), BOTTOM SCREW 2" FROM BOTTOM OF R135 2x6 RAFTERS @16"o.c. w/ 'LUC26Z' TO LEDGER E.E.'HUS412� 2x RIM JOIST w/ (3) 16d TO EACH RAFTER 2x LEDGER w/ (3) 'SDWS22500DB" CENTERED IN EACH STUD RB5 PER PLA 'DTT1 Z' T&B w/ 'SDWH3" SCREWS CENTERED IN MIN STUDS @2'-8'o.c. (3) 'SDS25800' @2"o.c. EXTERIOR WALL STUDS (STAGGER w/ PERPENDICULAR 2'-0" MAX (S.A.D.) SCREWS), TOP SCREW 2" FROM T.0 RB5 TACK -ON ROOF OVERHANG I SCALE: NTS > >; 2x6 STUDS @16"'o.c. ROOF BEAM INTERSECTION I SCALE: NTS B5 PER PLAN B4 PER PLAN