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SEE REV3 APPROVED BLD PLN ENG RESUB3 BLD2023-0027+SITE & Architectural_Plan+5.16.2023_7.41.25_AM+3546408SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM COVERAGE GARAGE 588 EXISTING HOME 1036 DEMO 261 ADDITION 949 WINDOW SEAT 14 ----------------------------------------------- DEMO 261 ADDITION 949 WINDOW SEAT 14 TOTAL NEW CONDITIONED 1224 DRIVEWAYS 367 ROOFS W/ OVERHANGS 3170 HARD SURFACING 659 TOTAL IMPERVIOUS SURFACES 4196 EXISTING IMPERVIOUS SURFACES HOUSE ROOF 1485 GARAGE ROOF 711 HARD SURFACES 514 DRIVEWAYS 858 TOTAL EXISTING IMPERVIOUS SURFACES 3568 ADDED IMPERVIOUS SURFACES = 4196-3568 = 628 SF TOTAL NEW & REPLACED IMPERV SURF = 1353 SF TOTAL IMPERVIOUS TOTAL LOT Type of area Square footage Stormwater facility Driveway no new or replaced area New dry well to be used for replaced 261 sf and new 949 sf of roof area. Existing splashblocks to be used for existing roof areas. Roofs w/ Overhangs 1353 sf Hard Surfaces no new or replaced area X% Retrofit n.a. 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2IC " 14 GA WIRE FABREQUAL 0 (V NATIVE BACKFILL MATERIAL J 8" FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS WIRE MESH FENCE o `TO SUPPORT FILTER FABRIC N BURY BOTTOM OF FILTER MATERIAL 8" TO 12" 6' MAX N TOTAL ROOF AREA w/ OVERHANGS 3170 SF NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN REVISION DATE FILTER FABRIC FENCE JANUARY 2018 CITY OF EDMONDS FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R - 9 00 DRIVEWAY 150 sf EXISTING GARAGE 588 SF ADDITION ALL NEW CONSTRUCTION 949 SF Demolished Area ALL NEW Hard Surface CONSTRUCTION 338 sf 261 SF Alterations Worksheet - 2018 Washington State Energy Code Project Information Contact Information Hill addition & remodel Linda Mackin 633 Alder LKMackin@gmail.com Edmonds, WA The WSEC requirements for alterations are located in Chapter 5 of the code text. Alterations (remodels) do not need to obtain energy credits from Table R406.3 Additions must meet the requirements for new construction. This includes nonconditioned space being altered to become conditioned space. Will the wall cavities be exposed? Yes n No If yes: Exposed wall cavities must be insulated - 2 X 4 wall studs require R-15 insulation 2 X 6 wall studs require R-21 insulation Will the roof/ceiling framing cavities or attic be exposed? 11"] Yes C No If yes: Exposed roof/ceiling assemblies must be insulated - Vaulted ceilings: Insulate to the full depth of the framing member while allowing for the minimum 1" ventilated space Flat ceilings: Install R-49 insulation or what the attic space can accommodate based on the roof pitch Will the floor framing cavities be exposed? ❑Yes n No If yes: Exposed floor cavities must be insulated to R-30 Are the windows and/or doors being replaced? Ev] Yes C No (includes both window or door and frames) If yes: New windows and doors must have an area weighted average U-factor of <_0.30 Will the heating or cooling system be replaced?FOYes F No If yes: New equipment must meet current requirements and ducts need to be tested Will the hot water system be altered? n Yes F No If yes: New water heating equipment must meet current code requirements Are more than 50% of the light fixtures being changed? Yes No If yes: 90% of all lamps must be high efficacy (LED or CFL) EXISTING HOME 1036 SF Hard Surface 69 sf AREA PLAN 1" = 10'-0" ENERGY NOTES: TOTAL NEW & REPLACED IMPERV. SURF. = 1 '1S'l CF Hard >urfac( 252 sf DRIVEWAY 217 sf GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN \ NOTES: `CATCH BASIN 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. REVISION DATE TEMPORARY JANUARY 2018 SEDIMENT TRAP FOR CATCH BASINS STANDARD DETAIL APPROVED BY: R. ENGLISH E R- 9 0 2 Addition to comply with 2018 Washington Energy code Energy code compliance is per SEC R402.1.1 - Prescriptive An Insulation Certificate for Residential Construction shall be posted withing 3' of the electrical panel prior to final inspection Air leakage shall not exceed 5 air changes/hour and shall be tested and certified prior to final inspection A minimum of 75% of lamps in lighting fixtures shall be high efficacy lamps New windows in remodeled areas to have max U factor of 0.30. Where framing is exposed in remodeled areas R values to be min. R-15 @ 2x4 stud walls R-30 @ floors R-10 continuous & 2' depth @ slab on grade R-49 @ ceiling or depth of roof joists 1224 sf addition Small dwelling unit = 3 credits: Heating option 2: heat pump = 1.0 Option 5.5: heat pump water heater = 2.0 -------------------- ---- .......... QELECTRICAL - OVERHEAD O O`'. G GAS ALLEY 76.13' 15' rear setback --- I I I I I I I I I I I I I I I I I I I __ w I I one RS-6 Corner Flag Y I� I I I ----------------------------- etbacks: Required Actual R ,l ---------- ----------- gara8edoo 20' 14' eoo maa ront Jest 5 15 L-- - -----I-- - -- --� ast 5' 5' I''', ° Rem ---- 5' shed 811011 .ear •------ ° 25' 18'9" m \ eight m°ke 1 % ede APPROVED BY PLANNING _ Q Remveportioao,drive NEMOVEENTIRE " oRTHIA ooinoN , 1� ��- May 23 2023 - Nothing in the permit approval process shall be l_________________ - 1 interpreted as allowing or permitting the maintenance _ _ _ _ -epae T of any currently existing illegal, nonconforming or -------------- =_ _=_ _T° unpermitted building, structure or site condition which wam°.e = is outside the scope of the permit application, regardless j a'emo e O p°rti°°or ------j,' y of whether such building, structure or condition is G a _ - i; i Rer "ew ------ shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate U \ i \ / - enforcement action. vv i enladge Rem° 0 CB RIM = 103.48 103.48 IE 121. PVC (N)=98.76 PP RIM_- IE 12" PVC (S) = 98.68 D IE 12" PVC(N)=98. 6 IE 12 PVC(S)-98.6 SD 5D ss v G gas \ opening. w N I \I/ R- - - - - - - - - - - - rva ve low--�----------------Re - win i ai ', emove dow _dIvi&nd wall. wi d w x �- L- Replace \ \ Repdows. '1 O I windows. L--------- --- ----- 1---------- J �obep,eseryed I o I 20' fronts tback _ S SEWER 76. 3' ALDER STREET WATE R water meter ALDER STREET SO SD (�P SD SD SO o�P SD ss ss ____________-_-________-__________-_-________-__________ __ SS SSMH RIM = 106.65 IE 8" PVC (E) = 96.38 IE 8" PVC (W) = 96.28 SSMH RIM- 106. 65 IE 8" PVC(E)=96,38 IE 899 PVC-96.28 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family- New & Additions (effective February 1, 2021) - Each dwelling unit in a residentialbuilding shall cam l withsufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building a it leakage, and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in #1 or #3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 and 406.3 Pleating Credits - select ONE ❑ bons Fuel Normalisation Descriptions heating option User Notes p 1 Combustion heating minimum NAECA4 0.0 ❑ 2 Heat pump` 1.0 0 3 Electric resistance heat only - furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 5 All other heating systems -1.0 ❑ Credits - select ONE Energy ❑ lions p Energy Credit Option descriptions energy option from each category Water heating system shall include one of the following: Electric heat pump water heater meeting the standards for Tier III of NEEA's advanced water heating specification or 5 5 For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier Ill of 2.0 NEEA's advanced water heating specification, shall supply domestic hot water to all units. If one water heater is serving more than one dwelling unit, all hot water supply and recirculation piping shall be insulated with R-8 minimum pipe insulation. s Energy Options Summary of Table Energy Credit Option Descriptions (cunt.) Efficient Water Heating Efficient Water Heating Efficient Water Heating R406.2 (cant.) Credits - select ONE energy option from User Notes each categoryd 0.5 ❑ 5.1a 5.2 0.5 ❑ 5.3 1.0 ❑ 5.4 Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating Efficient Water Heating 2.0 2.5 0 5.6 ❑ 6,1e Renewable Electric Energy (3 credits max) 1.0 0 ❑ 7.1 Appliance Package 0.5 Total Credits 3.0 alculate Total Clear Form U M a--+ N a) to J. o� I I o'I O' I i EXISTING - SITE PLAN 1" = 10'-0" NO STORMWATER MANAGEMENT SYSTEM REQUIRED AT THIS TIME. IF NEW AND/OR REPLACED IMPERVIOUS SURFACE EQUALS UELECTRICAL - OVERHEAD �, O 2000SQFT OR GREATER, A STORMWATER 0`,, S 76.13' MANAGMEMENT SYSTEM MAY BE REQUIRED PER CITY CODES AND STANDARDS I - - � GRADE � � � W FILTER FENCE SEE � 0 ,-I ELEV 15' rbar setbd`ck ER900 104.5' 1 00 w VEGETATED R� y, GLADE y. y. y. �, FLOWPATH ELEV w w 102.A' w w . . v INSPECTION REQUIRED PRIOR TO BACK FILL W W w TEMPORARY STOCKPILE :I i W w COVER WITHIN 24 HOURS �✓ - i- SITE DATA c ADDRESS: 633 Alder, Edmonds, WA b I PARCEL # 00434209502800 ZONING: RS-6 cV LOT SIZE: 8239 SF (per survey) � � � � � � � ��as" diam. x 3 deep drywell w/ PROJECT SCOPE: drainage rock I. drainfilter ages REMOVE PREVIOUS 261 SF ADDITION °`c :kin:ng REMODEL 122 SF INTERIOR ALL DISTURBED AREAS TO BE OF 949 SF INCLUDING 1 ADDITIONAL BEDROOM & '', COMADDITION 2014 SWMMWW ED PER 20145WMMWW BMPT.5.13 �. 2 l-1011 BATHROOM, RELOCATION OF LAUNDRY & MASTER SUITE, ------------rT ADDITION OF MUDROOM. ADDITION OF WINDOW SEAT. INSTALLANDCATCH BASIN SEE --- --------- - - - - - REPLACEMENT OF EXISTING WINDOWS THROUGHOUT. MEASURISALLTESC ER-902 �- JI ACCORDING TO EXISTING MAIN LEVEL: 1297 APPROVED PLANS, EXISTING GARAGE: 588 SF CITY OF EDMONDS O EXISTING LOT COVERAGE: 1885 SF STANDARD DETAILS, OTHER PROTECT TREES ; MEASURES THAT MAY w/ LIMIT OF PROPOSED MAIN LEVEL: 2260 sf BE REQUIRED DURING CONSTRUCTION PROPOSED GARAGE: 588 SF CONSTRUCTION. FENCING --------- :I PROPOSED LOT COVERAGE: 2848 SF = 34.6 % TREES IN ; ALLOWED LOT COVERAGE 35% = 8239 x 0.35 = 2883.65 SF BACKYARD TO BE TOTAL PROPOSED IMPERVIOUS SURFACE: 4196 SF _ _ � RETAINED ; N EXISTING IMPERVIOUS SURFACE: 3568 SIF NEW IMPERVIOUS SURFACE = 628 SF Ln .I PROPOSED PARKING SPACES: 3 REQUIRED PARKING SPACES: 2 HEIGHT CALCS: r- A=+102.8' Ql B=+104.5' 0 C=+105' D=+107.8' I ; Foo I ing TOTAL=+420.1' drai i pert AVERAGE GRADE = 420.1/4=105.025 pipe ou around e. SEWER SEW :R Tie- nto PROPOSED MAXIMUM HEIGHT: 123.935' CLEANOUT CLEAN UT exis ing ALLOWED MAXIMUM HEIGHT: 130.025' -� -� - soli footin€ Idrai to talc basin \ splas'M1g bla k ' - \ v v u 04, V A WHOLE HOUSE \\ \\ I �' EXHAUST \\ FAN 65 ro Q, N U \ CFM w/ \ ' \ a) INTERMITTENT \\ \\ ; 72 N �' OFF/ON \ \ CONTROLS ; G \ Ln \IY N ----------------------- - - - - - - - 12="Y A NOTE: pl ng nla°d _wl / A A i lD MIN HORIZONTAL SEPARATION & 1' VERTICAL GRADE ELEV --------- ---- ----- y-------------- is�i"g GRADE SEPARATION IS 105' / J bract N ELEV REQUIRED 107.8' BETWEEN DRY 0 UTILITIES AND - UJ SEWER, WATER PROTECTTREES = AND STORM AND w �� W/ LIMIT OF 5' FROM ANY CITY MAIN LINES CONSTRUCTION W\ >I' L' FENCING - v a � � ro I \ Q 0'f onts t ack D S SEWER 76. 3' ALDER STREET EXISTING SIDE SEWER LOCATION / WATE R CONNECTION TO r ^ v 1 T, REMAIN water � meter D CB RIM = 103.48 PP RIM=103.48 E12"PVC (S) 98.8 O I IE 12" PVC (s) = 98.68 0 li D IE 12" PVC(N)=98. 6 C::� 'I ALDER STREET I II i SD SD SD SD SD SD SD SD O SD li I l III ss - - - --- ---- --- - -- - - - - - - - -- S S ss ---------- - - -------------- ss - - - - -- - ---- --- - --- - ---------------------- ss --------------------------------- - - _---_ -____ __ _ _------ SSMH RIM - 106.65 ----- -- -- - -- IE E PVC (E) = 96.38 I E 8" PVC (W) = 96.28 DATUM POINT: SSMH RIM=106.65 SEWER MANHOLE IE g" PVC(E)-96.38 RIM = + 106.65' IE 8" PVC(W)=96,28 10-1 PROPOSED -SITE PLAN 1" = 10'-0" Drawings and the associated cad files are considered 'instruments of service' and may not be used for any other project or for any addition to this project or for completion of drawings by others. All rights reserved. ALL lAfORK SUBJECT' FIELD NSF CTION FOR C D OMPLIANCE r■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ; The following documentation shall be available on ! ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY OWNER/CONTRACTOR RESPONSIBLE FOR site for the building inspector: ■ UTILITIES MAY REQUIRE A SEPERATE PERMIT. EROSION CONTROLL AND DRAINAGE ; ■ SITE DATA ;QCOE APPROVED ARCHITECTURAL PLAN SET !GENERAL NOTES ADDRESS: 633 Alder, Edmonds, WA COE APPROVED STRUCTURAL PLAN SE GOVERNING BUILDING CODES: PARCEL # 00434209502800 COE REVIEWED CALCULATION PACKET ! ALL CONSTRUCTION SHALL COMPLY WITH LOCALLY ADOPTED BUILDING CODES AND AMENDMENTS. ZONING: RS-6 ; ENERGY CREDIT WORKSHEET ! CONTACT CITY FOR GOVERNING UNIFORM BUILDING CODE, UNIFORM PLUMBING CODE, UNIFORM ! SITE PLAN MECHANICAL CODE, UNIFORM ELECTRICAL CODE AND UNIFORM FIRE CODE. CIVIL PLAN ;ALL PRODUCTS SHALL BE INSTALLED PER 2018 IRC AND ICC AND MANUFACTURERS' LOT SIZE: 8239 SF (per survey) ' CALCULATION PAGE DATED 4/25/2023 mVRITTEN INSTRUCTIONS. PRODUCT SUBSTITUTIONS FOR PRODUCTS LISTED SHALL ■ X SHOWING SEPARATION DISTANCES :ALSO HAVE 2015 IRC AND ICC APPROVED EVALUATION REPORTS OR BE APPROVED AND LISTED BY OTHER ❑ NATIONALLY RECOGNIZED TESTING AGENCIES PROJECT SCOPE: ' REMOVE PREVIOUS 261 SF ADDITION ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 '■■■■■■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■■■■■■■■■■■■■BALL ALL LUMBER MUST BEAR AN APPROVED GRADING STAMP AND BE NOT LESS THAN GRADE SHOWN ON DWGS ■ PLYWOOD USED IN EXTERIOR LOCATIONS SHALL BE EXTERIOR GRADE REMODEL 122 SF INTERIOR ALL STEEL MUST BE ASTM AS SPECIFIED ON DRAWINGS ADDITION OF 949 SF INCLUDING 1 ADDITIONAL BEDROOM & EXTERIOR PAINT TO BE SHERWIN WILLIAMS SUPERPAINT OR EQUAL APPLIED ACCORDING TO MANUFACTURERS INSTRUCTIONS BATHROOM, RELOCATION OF LAUNDRY & MASTER SUITE, FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 8" ABOVE ADJACENT FINISH GRADE ADDITION OF MUDROOM. ADDITION OF WINDOW SEAT. CONSTRUCTION SHALL CONFORM TO INT. FIRE CODE. APPROVED CARBON MONOXIDE ALARM REQ'D REPLACEMENT OF EXISTING WINDOWS THROUGHOUT. OUTSIDE OF EACH SLEEPING AREA City Of Edmonds PROVID SPARK ARRESTORS @ ALL FIREPLACES AS REQ'D BY CITY ORDINANCE EXISTING MAIN LEVEL. 1297 PROVIDE FIRE SPRINKLER SYSTEM AS REQ'D BY LOCAL ORDINANCE EXISTING GARAGE: 588 SF Building Departmeot MISC. SITE STRUCTURES, SWIMMING POOLS, SPAS, FENCES, SITE WALLS (INCLUDING RETAINING WALLS) ^N.'r) ('A STORAGE TANKS REQUIRE SEPARATE PERMITS EXISTING LOT COVERAGE: 1885 SF Work LARGE EDITION ALL EXI-TS TO BE OPENABLE FROM THE INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE PROPOSED MAIN LEVEL: 2260 sf I I Address 633 ALDER ST PROPOSED GARAGE: 588 SF Owner HILL SHEET INDEX: PROPOSED LOT COVERAGE: 2848 SF = ----------------------------------------------------- : . o Approved Date 6/05/202 ALLOWED LOT COVERAGE 35% = 823 xgn,& .65 SF AL-1: SITE PLANS, GENERAL NOTES, ENERGY NOTES TOTAL PROPOSED IMPERVIOUS SURF I r i ngk�er BLD2023-0027 4-2: DEMOLITION PLAN, PROPOSED PLAN EXISTING IMPERVIOUS SURFACE: 356 NEW IMPERVIOUS SURFACE = 628 SF REVISIONS A-3: EXISTING EXTERIOR ELEVATIONS PROPOSED PARKING SPACES: 3 DATE - PAGES - CHANGES REQUIRED PARKING SPACES: 2 REV1 REV2 A-4: PROPOSED EXTERIOR ELEVATIONS HEIGHT CALCS: REV3 A=+102.8' REV4 A-5: BUILDING SECTIONS, WALL SECTIONS, DETAILS REV5 B=+104.5 C=+105' do 0 M■■■■■ ■■■01 D=+107.8' I S1: STRUCTURAL NOTES TOTAL=+420.1' Please obtain a separate plumbing permit from AVERAGE GRADE = 420.1/4=105.025 City ofEdmonds. S2: FOUNDATION & ROOF FRAMING PLANS Ithe PROPOSED MAXIMUM HEIGHT: 123.935' ALLOWED MAXIMUM HEIGHT: 130.025' �' "' S3: STRUCTURAL DETAILS i co ORK SUBJECT O FIELD S ECTION FOR COMPLIANCE PPROVED P NS MUST BE O JOB SITE Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. ENGINEERING DIVISION APPROVED AS NOTED 05/18/2023 VV RESUB May 16 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0027 o � S N'z z I� 0 � w a � z c7U� 0 4 >1 x �W o " H 0 Lo 1: 0 w N 00 � I-_ =0 LiX N Z Q s U Lu 6 w a cn Zp 1:w s - = � U -� 0_ J J DATE PLOTTED 4/25/2023 SCALE varies FILE NAME Hill plan c SHEET A-1 ALLEY 76.131 15' rear setback gas ' I I I I I I I I I � I I I I I II I I , I I � I I , I I , I I I I I I� I I , I I I I I I I t� I I I I I I I I I I I I w I I I I I I I I ------------------------------- I ' Remove I I ' garage door I I I I Remove man I door I I I I ' I III \ -------- L i L '— J I I_ I I I I I I I I 1 ' Remove portion of sidewalk i 00 \ EXISTING & Demolition I I \ \ I I \ \ Remove r i 14'-2" I stairs _, -IF ------rT ------------------ 11 T- rr=----- ---------------------� 1--------- ` -------_�___________________col I \ I;I ;II ICI III \ Remove portion of driveway I III u I gllh I \ REMOVE ENTIRE "II; NORTHEAST T u u ADDITION I u of I I I l l u I u o l I \ I I l l u I u o l I \ I I l l u I u l u I \ III a II a lu I �\ II III I 0o III ,II I BEDRM 1 I I IIII I \ I gllq I \ I III II II I I II III I I III II II III II II , Illu Ili i I u _ I III II 11FLL====_____________- _ __-1 __ _� II II ,I II , III a II III I � � p II u pII III``--------- r— a -- ---____ Replace III r�---- -- u -- - _ -- / ----_�__—_ H -- - --'- IL--}- -- Replace cFF@0 windows. T \\ Remove = zD W walls & - - - Remove ; ;I \ `\ `, fixtures @ 'I / closet. _ master bath. Remove L \ _---_--� / 1, / portion of +�� \- - - - - - ,�-I III ,I west wall for new --------------------------- - - - - -- _ window. --t--.�------- --o ° Im III II � \ F------ Replace c ------ north window. `-------------- \--J Im _ \ \ / enlarge Remove cased F laundry closet. \ I opening. Li III' I I , Remove low walls& / \ BEDRM 2 Replace I I I windows. Remove window I dividing wall. / \ I & portion of wall ; / \ ;' I L / Replace \ Replace n \ windows. windows. -------- -- 5' 20' front setback -------------- -------------- 76.13' ALDER STREET U Q) 0 v, M, i ALLEY 76.13' 15' rear setback F- I I I I I I I I � II I , I , I I I I I I I I � I II II I , I I I I I I —� I I I I --------------------------------------------------------------- I w GF I I I I GARAGE I Electric Vehicle Parking: I Existing outlets, Fully wired circuit w/ lights, switches to level 2 or level 3 EV remain. charging receptacle outlet including conduit To existing & wiring & capacity garag Its req'd to allow for installation of EV �■—■—■—■—■—■—■—■—■—■—■� I charging station. I ■ I I Separation of the two structures are to be as pert Structural Engineers calculations. please see istructural page dated 4/25/2023. that has been eW reviewed by the City of Edmonds. I 368 ■ I exterior ■ door 220 V. 48A EV �p -0•77— Existing elect. WP GFCI arge_Close off existing garage door and man door. panel _ _ - --- - -------------------- - - - - -- o O rl O r-I New 3680 LAU B Hybrid tier 3 M U D R00 M New ELECTRICAL LEGEND ' s 34lite w UEF .0 3680 A-5 A-5 m ext&e for door 2 9 WALL SWITCH slab ins _ „ C 3 3'-5" f xn 3 5 34 12 3 oerior ST00 &0 „ SWITCH WITH DIMMER min50 fm 11 U) FONT DIM 10, D IVEWAY C roof as senn �- cil P {} CEILING LIGHT J-BOX TYPE TBD n, O.H. - `r' FAN/LIGHT COMBO -? f f i oo High ' _ 6 o +0" _ o o - ---- --- -- storage r -5 (open WALL LIGHT FIXTURE G CI x UP gfci vent 4 Exhaust fan shelving) A-5 to min 50 above _ CEILING LIGHT- PENDANT 5 H & stair N N CEILING HEAT LAMP - ON TIMER o to v A-5 30" pkt Wsr/Dryer 11 r, m A-4 M w " P WATERPROOF EXHAUST FAN handrail�31 +42gfci EXHAUST FAN - NO LIGHT �' 0" tubul r 1 w ter r roof = cas d - skylit I?ope ing m O.H. O CEILING FAN LIGHT TBD PROPOSED FLOOR PLAN M M b h 1 A 5 3 a, linen VAULT I I G wall D CIOSet Cgfcl D un DUPLEX OUTLET - STD. BASEBOARD HEIGHT BEDRM 1 30" b f. B VAULT CEILING = 4):DUPLEX OUTLET- GROUND FAULT CIRCUIT INTERUPT GFCI CD to WP DUPLEX OUTLET- WEATHERPROOF Vi 3' 5' 5'-5" m A-5 QI 3 +4 DUPLEX OUTLET -SPECIFIED DISTANCE ABOVE FIN. FLR. wall `- 11 11 30" pkt Ln Ln DUPLEX OUTLET IN FLOOR o WP FLR C, M c o/cozloset i sSMOKE & CO2 DETECTOR - HARD WIRED & INTERCONNECTED 3 VAULT CEILING v c ------- UNDER CABINET LIGHT Fro �I ' under cab It � N _ 0 - p U o0 d NETWORK CONNECTION o M L BEDRM 4 M 48" bi-fold WALL PLATE CO-AX CABLE OUTLET 1111 FLAT CEILING coo-ax _ _ _ 2248 attic = -- -- - WALL PLATE USE; OUTLET 1D 5� access' 51 �I _j M USB MvFCI 3'-10" 3-_3- 5':; 2'-1" 5!, 2'-7"; 12' 10" a, in _ 41 c-I = lfl bUlt-I � Ex tfan helvi Whole -house mechanical N ventilation system per M1505.4 g min so c A 5 ^ 6 consisting of one or more C, _ -5 exhaust fans, or an ERV/HRV a3�, tempered s er f ent with integral fans, associated 6448 -DH window � "' g ducts and controls. -5 Whole house Exhaust fans. 2 double hung 2848 ° ° skblul r - % a Exha stfa all replacement windows field verify r - X - - - o min 5 cf l Exhaust fans required shall be l� �n bath 2 �' ducted directly to the outside. tubl tubular KITCHEN \ \ T CEILING = Exhaust air outlets shall be - designed to limit the pressure w NO CHANGE ----- - ----------------------------- Existing outlets, lights, +42' difference to the outside and gfci bull I CIOSet l' switches to remain. = r equipped with backdraft v ` \ Ln shel ing dampers or motorized dampers E "> OFFICE / FLEX SPACE \ - 8' bi-pass U in accordance with the ��—�, -_T�-�-____-- _________________ " 2'-3" 2'-5" 5 1'6" -7" 5' _ Washington State Energy Code. 3 104 sf 000 `" FLAT CEILING O FI The system shall be designed o \ 00-a \ To existing' M - BEDRM 3 a--� and installed to exhaust and/or c - -- lights Increase �o ? Existing outlets, ` - - - - - - - - - - - g wP supply 65 cfm. The whole house \ cased Q,� lights, switches to \ ventilation system shall be E remain. \ / GF opening to (%) U configured with intermittent off 6' wide \ ('6 controls per Section \ / Q) M1505.4.3.2. Design and \ / ,, \ = installation of the system or -I Y New interior�n \ Exis g outlets, n rl �"� equipment shall be carried out in \ / doors to be \ o Q� accordance with manufacturers' �n lights, witcnesto gas \ / u.n'.o.80 FLATCEILING� remain. bath 3 3 (/) installation instructions. Whole IJ - \ / NO CHANG house ventilation fans shall be - F_ "' rated for sound at a maximum of N 1.0 sone. The whole house \ / To existing o BEDRM 2 \ . — supply fan shall provide ducted \ / lights V) outdoor ventilation air to each _ habitable space within the - - residential unit. o / \ Existing outlets, / / \ lights, switches to / 10IJLn D � remain. / 1'-10' / \ / roof O.H. LIVING ROOM / \ / ew3661-D Q 0 F,r+'n � *lets, � � \ O = lights, switches to / \ 3 '-4" 3' 4'-5" o O FC remain. _ New heat pump ins min. 9.5 / \ HSPF I =J 8460 replacement _ window field verify \ ° Existing entry door / sidelites to remain 2 ou e ung w top mu ions ° V 36" x 60" windows E 6' 3'-4" A 20' front setback ----------------------------- 76.13' ALDER STREET N W Field verify. Garage & house not perfectly parallel. -III I I I PROPOSED -FLOOR PLAN 1/4It = 111-0" i i Drawings and the associated cad files are considered 'instruments of service' and may not be used for any other project or for any addition to this project or for completion of drawings by others. All rights reserved. BLD2023-0027 RESUB May 16 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O � S � � z O H P4w >~E_ E� z C7 U ro 3 C O N a w Ln � 0 H w N 00 � ~ 00 0 (D X N z Q s w w Q N 6 Zp w s 11 J J DATE PLOTTED 4/25/2023 SCALE varies FILE NAME Hill plan c SHEET A-2 EXISTING FRONT (SOUTH) ELEVATION L 1 i ii EXISTING NORTH GARAGE ELEVATION L EXISTING SOUTH GARAGE ELEVATION L _ i I 1 i ii EXISTING NORTH ELEVATION WITHOUT GARAGE L I ------ Drawings and the associated cad files are considered 'instruments of service' and may not be used for any other project or for any addition to this project or for completion of drawings by others. All rights reserved. BLD2023-0027 RESUB May 16 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � L S � 0 -7� z C �W c� z �¢�x3 -oo zW o " H o n Lo — 37 o F- �� w ~ N C 00 00 O N Z Q s U LLI 6 Lu ZO a cn LLI S - —� = 0- J U J DATE PLOTTED 4/25/2023 SCALE varies FILE NAME Hill plan c SHEET EXISTING WEST ELEVATION A-3 Required handrails shall be of one of the following types or provide equivalent graspability. Type I. Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches (32 mm) and not greater than 2 inches (51 mm). If the handrail is not circular, it shall have a perimeter dimension of not less than 4 inches (102 mm) and not greater than 61/4 inches (160 mm) with a cross section of dimension of not more than 2-1/4 inches (57 mm). Edges shall have a radius of not less than 0.01 inch (0.25 mm). Type II. Handrails with a perimeter greater than 6-1/4 inches (160 mm) shall have a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 inch (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of not less than 5/16 inch (8 mm) within 7/8 inch (22 mm) below the widest portion of the profile. This required depth shall continue for not less than 3/8 inch (10 mm) to a level that is not less than 13/4 inches (45 mm) below the tallest portion of the profile. The width of the handrail above the recess shall be not less than 11/4 inches (32 mm) and not more than 2314 inches (70 mm). Edges shall have a radius of not less than 0.01 inch (0.25 mm) PROVIDE CONTINUOUS HANDRAIL ON AT LEAST ONE SIDE @ ALL STAIRS WITH 4 OR MORE RISERS 1)/2" HANDRAILS SHALL BE min CONTINOUS FROM A POINT DIRECTLY ABOVE THE TOP RISER TO A POINT DIRECTLY 4Y2„ C ABOVE THE LOWEST RISER max THE USE OF A VOLUTE, TURNOUT OR EASING IS PERMITTED ABOVE THE LOWEST STAIR HANDRAIL ENDS SHALL BE RETURNED OR TERMINATED IN SAFETY TERMINALS HANDRAILS AND GUARD RAILS TO WITHSTAND A 200 LB CONCENTRATED LOAD APPLIED AT THE TOP OF THE RAIL MIN & MAX DIMENSIONS AS SHOWN H n D ^ ^ SEE CONNECTIONS ENG DETAILS FOR \vl K /(�\ CONNECTIONS 1 D6 HANDRAIL SEE STAIR DETAIL FOR TREADS 1 AND RISERS // N 30.64' 105.64' u� N 30.64' Maximum allowed Height = 130.64' +123.97' 130.64' Maximum allowed Height = 130.64' +123.97' MAXIMUM ACCESSORY HEIGHT N — RAISED HEEL TRUSS TOP OF PLATE - EXISTING 08'-0" FLOOR - HOUSE 00 Average grade = 105.64' 105.64'J105' _ FLOOR - MUDROOM -2-3/4" FLOOR - GARAGE Replacement windows Existing entry door / sidelites to remain PROPOSED FRONT (SOUTH) ELEVATION Replacement windows I I I I I I I I new 3660-DH I I I ave f addition within 5' of property line to be 1 hour fire -rated 10" Eave of addition — MAXIMUM ACCESSORY HEIGHT 6:12 Eave of within 5' of existing o addition garage roof to be 1 within 5' of hour fire -rated property line to be 1 hour RAISED HEEL TRUSS fire -rated �— TOP OF PLATE - EXISTING BO t71 108'-00 FLOOR - HOUSE Average grade = 105.64' N _105 4' 105'-4" FLOOR - MUDROOM 105'-2-3/4" FLOOR - GARAGL Maximum allowed Height=130.64' MAXIMUM ACCESSORY HEIGHT RAISED HEEL TRUSS TOP OF PLATE - EXISTING 108'-o FLOOR - HOUSE Average grade = 105.64' 105'-4" FLOOR - MUDROOM 105'-2-3/4" FLOOR - GARAG-E— Ln N new 4661-DH EGRESS new 4661-DH EGRESS new 4661-DH EGRESS new 3660-DH new 3660-DH EGRESS 30.64' +123.97' 0 Maximum allowed Height = 130.64' existing North wall @ addition to be 1 hour fire -rated PROPOSED WEST ELEVATION O 0 0 0 0 0 0 0 ext. door 2' GAP Eave of addition within 5' of existing garage roof to be 1 hour fire -rated It' IN PROPOSED EAST ELEVATION 0 North wall @ addition to be 1 hourfi -rated ite PROPOSED NORTH GARAGE ELEVATION L L _ � II II II new new 36"x60" 36"x60" dh dh L�J r_J r_J O 0 IF new new 36'x60" 36"x60" dh dh new 36"x60" dh L I r" I I 6448 double hung III O �titi eg existing o PROPOSED - ELEVATIONS 1/411 = 1'-011 existing 6:12 6448 doi ble hung Drawings and the associated cad files are considered 'instruments of service' and may not be used for any other project or for any addition to this project or for completion of drawings by others. All rights reserved. BLD2023-0027 RESUB May 16 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT � L S � O � z r~ C W4 �� z �U� 1,4¢�x3 -go C W a o F Lo O h� U `0 LU N 00 ~ 00 ,^ = O V N Z Q s w w in a fn Zp Lu s - = U IL J J DATE PLOTTED 4/25/2023 SCALE varies FILE NAME Hill plan c SHEE A-4 SEE ENGINEERING DRAWINGS FOR FRAMING SIZES AND DETAILS AND NAILING. R-10 RIGID INSUL Install all insulation materials per, PROTECTIVE COATING APPROVED manufacturer s specifications BY RIGID INSULATION MANUFACTURE FLASHING TIGHTLINE ZZ DOWNSPOUT PRESSURE TREATED MUDSILL SEAL ALL CRACKS & JOINTS z SILL SEAL & CAPILLARY BREAK CONCRETE SLAB ON GRADE 4" PERE. DRAIN ° TIE TO EXIST TIGHT LINE N SYSTEM %LRADON/MOISTURE BARRIER R-10 RIGID INSUL °a < SEE ENGINEERING PLANS FOR FOOTING DIMENSIONS & CONC REINFORCEMENT SLAB ON GRADE ` 1 3/4" = V— < D H L P L OF SUPPORTING A 300 LB SEE STRUCT ENG DETAIL LOAD @ ANY POINT FOR CONNECTIONS MIN. TREAD WIDTH = 36". HANDRAILS MAY PROJECT 1-1/2" INTO WIDTH MIN. TREAD DEPTH = 10" �y MAX. TREAD HEIGHT = 7.75" PROVIDE CONTINUOUS HANDRAIL OR TERMINATE @ NEWEL POST OR SAFETY 4' TERMINAL MAX �z HANDRAILS AND GUARD RAILS M 4^ TO WITHSTAND A 200 LB MAX CONCENTRATED LOAD APPLIED AT THE TOP OF THE RAIL INFILL COMPONENT TO x WITHSTAND A 50 LB LOAD 1 APPLIED OVER A 12"X12" AREA MIN. GLASS ELEMENTS TO BE 3/4" — 1-1/4° DESIGNED WITH A SAFETY GUARDRAIL � nosing req'd for FACTOR OF 4 (per SBC REQ'D WHERE treads < 11° 2407.1.1) DECK SURFACE IS >/_ +30 MIN & MAX DIMENSIONS AS ABV GRADE OR 3/8" MAX VARIATION IN SHOWN FIN ELF RISER & TREAD DIMS. STAIRS & GUARDRAILS / d6stair.DWG 1./2" = 1'-0" SEE DET #1 ON A-4 FOR HANDRAIL SEE ENGINEERING DRAWINGS FOR FRAMING SIZES AND DETAILS AND NAILING. RAISED HEEL PLATED SCISSORS TRUSS ROOFING \ ROOF SHEATHING VAPOR BARRIER—, FLASHING TO BE NSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING GUTTER FIRE & EMBER SAFE 3.5x22 LAVE VENT INSTALLED PER MFR INSTR. (min.15 vents @ addition) 1 HOUR FIRE RATED FIBER CEMENT BOARD. HARDIE PANEL OR OTHER. ROOFING TO BE ASPHALT SHINGLES OR METAL ROOFING WITH APPROVED UNDERLAYMENT @SHEADERISAL )UUULL CUT EXISTING GARAGE ROOF OVERHANG HARDIE PANEL SIDING FLUSH WITH FACE OF SOUTH GARAGE WALL WALL SHEATHING R-21 BATT INSUL 5/8" GWB NEW HARDIE PANEL @ SOUTH FACE OF EXISTING GARAGE WALL 6"-12' 2x6 STUD WALL gap varies AIR FLOW TO CONTINUOUS RIDGE VENT - SEPARATION @ GARAGE SHOWER D8shower.DWG GLASS PANEL CERAMIC OR MARBLE SLAB CEMENT BACKER BOARD WALL STRUCTURE Z FLASHING ONE-PIECE READY TO TILE SHOWER PAN WITH THINSET CONCRETE FLOOR STRUCTURE R-38 BATT INSULATION DO NOT COMPRESS BAFFLE TO MAINTAIN AIR SPACE 5/8" GYP WALL BOARD WALL SHEATHING WALL FRMG 2x6 STUDS @ 16" O.C. R-21 FACED BATT INSUL SIDING TO MATCH EXISTING VAPOR RETARDER R10 RIGID INSUL PROTECTIVE COATING APPROVED BY RIGID INSULATION MANUFACTURER FLASHING PVC TRIM BOARD 3/4" SHEATHING & FLOOR VAPOR RETARDER UNFACED BATT INSUL R-30 INSUL. SUPPORTS @ 24" O.C. r0SEE ENGR. FOR SUBFLOOR 1" = 1'-0" All insulation to be installed per manufacturer's instructions Completely fill all exterior wall cavities and insulate to the full required R-Value. Exterior wall cavities are considered to be any wall separating a heated space from an unheated space. This includes but is not limited to: • Behind shower/tub enclosures on exterior walls • Where interior and exterior walls meet and at exterior corners • Stairwells to unheated basements • Skylite chases through attics Also see: WSEC Builder's Field Guide for more exterior interior wall wall framing corner intersection and insulation Do not compress insulation behind options and details electrical boxes or around pipes INSULATION D4EXTINSUL .DWG FI MR OR CEILING FRAMING R LAUNDRY EXHAUST FAN MIN. 50 CFM ON TIMER SWITCH i-Si NITS 5/8" GYP WALL BOARD WALL SHEATHING WALL CAP WITH DAMPER & SCREEN LOCATE WALL CAP MIN. 10' FROM ANY AIR INLET BATH OR LAUNDRY VENT D11exhaustfan.DWG SEE ENGINEERING DRAWINGS FOR FRAMING SIZES AND DETAILS AND NAILING. RAISED HEEL PLATED SCISSORS TRUSS ROOFING \ ROOF SHEATHING VAPOR BARRIER—, FLASHING TO BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING GUTTER FIRE & EMBER SAFE 3.5x22 LAVE VENT INSTALLED PER MFR INSTR. (min.15 vents @ addition) 1 HOUR FIRE RATED FIBER CEMENT BOARD. HARDIE PANEL OR OTHER. ROOFING TO BE ASPHALT SHINGLES OR METAL ROOFING WITH APPROVED UNDERLAYMENT z_ QD @SHEADERISAL 1" = 1'-0" AIR FLOW TO CONTINUOUS RIDGE VENT - MIN. 1 " AIR SPACE TO RIDGE VENT BAFFLE TO MAINTAIN AIR SPACE R-49 BATT INSULATION DO NOT COMPRESS 5/8" GYP WALL BOARD WALL SHEATHING WALL FRMG 26 STUDS @ 16" O.C. R-21 FACED BATT INSUL SIDING TO MATCH EXISTING VAPOR RETARDER R10 RIGID INSUL PROTECTIVE COATING APPROVED BY RIGID INSULATION MANUFACTURER FLASHING PVC TRIM BOARD 3/4" SHEATHING & FLOOR VAPOR RETARDER UNFACED BATT INSUL R-30 INSUL. SUPPORTS @ 24" O.C. SEE ENGR. FOR SUBFLOOR PRESSURE TREATED MUDSILL ° ° PRESSURE TREATED MUDSILL SILL SEAL & CAPILLARY BREAK SILL SEAL & CAPILLARY BREAK - ° a FOUNDATION VENT (1 sf PER 150 sf) - ° a FOUNDATION VENT (1 sf PER 150 sf) BLOCK TO SECURE MOISTURE BARRIER 4BLOCK TO SECURE MOISTURE BARRIER 00 ° 00 ° a ° 6 MIL MOISTURE BARRIER a ° � 6 MIL MOISTURE BARRIER 4" PERF. DRAIN ° a ° 4" PERF. DRAIN TIE TO EXIST ° a SEE ENGINEERING PLANS FOR FOOTING ° a SEE ENGINEERING PLANS FOR FOOTING TIGHT LINE ° "IMEN&ONS & CONC REINFORCEMENT TIE TO EXIST ° 4 DIMENSIONS & CONC REINFORCEMENT SYSTEM TIGHT LINE SYSTEM WALL SECTION @ Vaulted ceiling 1" = 1'-0" WALL SECTION @ Flat ceiling 1" = 1'-0" 7 - 1 8 HOUR FIRE RATING 1 HOUR FIRE RATING existing truss roof Cut existing gara structure to overhang flush wi remain existing existine slab on erade & footings to remain Raise ceiling @ window seat LIVING ROOM Window Seat � o en shvs BB BASEMENT BUILDING SECTION EE SEE ENGINEERING DRAWINGS FOR FRAMING SIZES AND DETAILS AND NAILING. RAISED HEEL PLATED SCISSORS TRUSS ROOFING ROOF SHEATHING VAPOR BARRIER—\ FLASHING TO BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING GUTTER EAVE VENT INSTALLED PER MFR INSTR. (min.15 vents @ addition) ROOFING TO BE ASPHALT SHINGLES OR METAL ROOFING WITH APPROVED UNDERLAYMENT @SHEADERISAE 1 4" PERF. DRAIN TIE TO EXIST TIGHT LINE SYSTEM WA 9 AIR FLOW TO CONTINUOUS RIDGE VENT - OFFICE MIN. 1 " AIR SPACE TO RIDGE VENT BAFFLE TO MAINTAIN AIR SPACE R-49 BATT INSULATION DO NOT COMPRESS 1/2" GYP WALL BOARD WALL SHEATHING WALL FRMG 2x6 STUDS @ 16" O.C. R-21 FACED BATT INSUL SIDING TO MATCH EXISTING VAPOR RETARDER R10 RIGID INSUL PROTECTIVE COATING APPROVED BY RIGID INSULATION MANUFACTURER FLASHING PVC TRIM BOARD 3/4" SHEATHING & FLOOR VAPOR RETARDER UNFACED BATT INSUL R-30 INSUL. SUPPORTS @ 24" O.C. SEE ENGR. FOR SUBFLOOR 00 _"ii PRESSURE TREATED MUDSILL SILL SEAL & CAPILLARY BREAK FOUNDATION VENT (1 sf PER 150 sf) A ° BLOCK TO SECURE MOISTURE BARRIER ° � a ° � 6 MIL MOISTURE BARRIER ° a SEE ENGINEERING PLANS FOR FOOTING DIMENSIONS & CONC REINFORCEMENT LL SECTION @ Flat ceiling 1" = 1'-0" PROPOSED - BUILDING SECTIONS 1/4" = 1'-0" Eave of addition within 5' of property line to be 1 hour fire -rated _ o � - - High cupboard Water heater closet Floor structure Storage cupboards under floor --------------------------- -- ----------I- --------------------------- - -- ----------I- El EEI Stairs up to window lined hall ---- to bedrm 2 LLLLLLI LLLLLL0 I L��L�� I I�L��LLI L -----J --------------- ---- ---- rNN 130.64' in Maximum allowed Height = 130.64' MAXIMUM ACCESSORY HEIGHT N RAISED HEEL TRUSS TOP OF PLATE - EXISTING zo 11, 108'-o" FLOOR - HOUSE Average grade = 105.64' 64' N 105'-4" FLOOR - MUDROOM 105'-2-3/4" FLOOR -GARAGE repla ment new wi ow 64" x 48" fiel erify window existing door to remain _ existing - II BUILDING SECTION CC L II PROPOSED NORTH ELEVATION WITH SECTION THROUGH NEW LAUNDRY / MUDROOM TOWARD HOUSE N .64' Maximum allowed Height=130.64' MAXIMUM ACCESSORY HEIGHT N RAISED HEEL TRUSS TOP OF PLATE- EXISTING in FLOOR - HOUSE bo Average grade = 105.64' 64' N 105' 4" FLOOR - MUDROOM 105'-2-3/4" FLOOR - GARAGE BUILDING SECTION DD f 1 Drawings and the associated cad files are considered 'instruments of service' and may not be used for any other project or for any addition to this project or for completion of drawings by others. All rights reserved. BLD2023-0027 RESUB May 16 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT o � O _7� s � z 0 � W ~� W4 E. z �U� 4¢�x3 C W a o F Ln 0 `I - w N 00 1: ~ °° = O N Z a s W � w a Nin � Zp w s - = Y U 0— __J J DATE PLOTTED 4/25/2023 SCALE varies FILE NAME Hill plan c SHEET A-5 GENERAI STRIIC:TIIRAI NOTES (The following apply unless shown otherwise on the plans) THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE ALL CONNECTIONS/FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED OR FIRE -RETARDANT -TREATED WOOD, SHALL BE OF INTERNATIONAL BUILDING CODE. SUBSTITUTIONS SHALL HAVE CURRENT ICC-ES APPROVAL. HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. HOT DIPPED GALVANIZED FASTENERS SHOULD CONFORM CRITERIA TO ASTM STANDARD 153, AND HOT DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM STANDARD A653 (CLASS G- A. CONCRETE ANCHORS 185). STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 304 OR 316. NOTE: ELECTROPLATED GALVANIZED 1. ALL MATERIALS WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 1. MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR FASTENERS AND CONNECTORS ARE NOT TO BE USED WITH PRESSURE TREATED WOOD. SIMPSON PRODUCT FINISHES 2018 INTERNATIONAL BUILDING CODE (IBC) INCLUDING WASHINGTON STATE MODIFICATIONS. USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193. PRE -APPROVED MECHANICAL ANCHORS INCLUDE: CORRESPONDING TO THE ABOVE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST300 (STAINLESS STEEL). a. SIMPSON STRONG -TIE "STRONG -BOLT 2" (ICC-ES ESR-3037) STAINLESS STEEL HARDWARE AND FASTENERS SHALL NOT BE COMBINED WITH UNTREATED OR GALVANIZED MATERIAL. 2. DESIGN I DARING CRITERIA b. SIMPSON STRONG -TIE "TITEN-HD" (ICC-ES ESR-2713) SNOW LOAD ROOF SNOW LOAD, Pf = 25 PSF c. HILTI "KWIK BOLT TZ" (ICC-ES ESR-1917) IMPORTANCE FACTOR, Is = 1.0 27. WOOD FASTENERS: EXPOSURE FACTOR, Ce = 1.0 2. ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR THERMAL FACTOR, Ct = 1.0 USE IN ACCORDANCE WITH ICC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SLOPED ROOF FACTOR, CS = 1.0 a. SIMPSON STRONG -TIE "SET-XP" (ICC-ES ESR-2508) b. SIMPSON STRONG -TIE "SET-3G" (ICC-ES ESR-4057) SIZE LENGTH DIAMETER FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF c. SIMPSON STRONG -TIE "AT-XP" (IAPMO UES ER-263) 6d 2" 0.113" d. HILTI "HIT -RE 50043" (ICC-ES ESR-3814) 8d 2-1/2" 0.131" WIND (MAIN WIND FORCE RESISTING SYSTEM) BASIC WIND SPEED = 97 MPH e. HILTI "HIT-HY 200" (ICC-ES ESR-3187) 10d 3" 0.148" ALLOWABLE STRESS DESIGN WIND SPEED = 75 MPH 12d 3-1/4" 0.148" IMPORTANCE FACTOR, Iw = 1.0 won 16d 3-1/2" 0.162" RISK CATEGORY = II TOPOGRAPHIC FACTOR, Kzt = 1.0 18. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD DESIGN IS BASED ON COMMON STEEL WIRE NAILS MEETING THE REQUIREMENTS OF ASTM F1667. USE OF ALTERNATE EXPOSURE CATEGORY = B GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS. FASTENERS MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO THE START OF INTERNAL PRESSURE COEFFICIENT, (GCpi)= 0.18/-0.18 CONSTRUCTION. WIND BASE SHEAR (N/S) = 4.49 KIPS JOISTS: HEM -FIR NO. 2 WIND BASE SHEAR (E/W) = 2.80 KIPS (2X, 3X, AND 4X MEMBERS) MINIMUM BASE VALUE, Fb = 850 PSI B. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. EARTHQUAKE (EQUIVALENT LATERAL FORCE PROCEDURE) Ss = 1.285 RFAM ANn STRINGERS: DOUGLAS FIR LARCH NO. 1 Sds = 1.028 (6 X AND LARGER MEMBERS) MINIMUM BASIC DESIGN STRESS, Fb = 1,350 PSI S1 = 0.452 28. WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: Sd1 = 0.557 P()STS ANn TIMBERS: DOUGLAS FIR LARCH NO. 1 IMPORTANCE FACTOR, le= 1.0 (6 X AND LARGER MEMBERS) MINIMUM BASIC DESIGN STRESS, Fb = 1,200 PSI, FC = 1,000 PSI A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE SITE CLASS D INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.1 OF SEISMIC DESIGN CATEGORY= D STUDS PLATES & MISCELLANEOUS LIGHT FRAMING DOUGLAS FIR LARCH OR HEM -FIR NO. 2, THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE AS SPECIFIED ABOVE. RISK CATEGORY = II MINIMUM BASIC DESIGN STRESS Fb = 850 PSI, FC = 1,300 PSI COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE R = 6.5 FOR WOOD STRUCTURAL PANEL SHEAR WALLS WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF BOLTS OVER STRENGTH FACTOR, Do = 3.0 19. LAMINATED STRAND LUMBER (LSL): EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF AND LAG SCREWS SHALL CONFORM TO SECTIONS 12.1.3 AND 12.1.4 OF THE 2018 NATIONAL DESIGN SPECIFICATION FOR DEFLECTION AMPLIFICATION FACTOR, Cd = 4.0 THE MANUFACTURER, THE GRADE, PRODUCT DESIGNATION OR TYPE, THE PRODUCTION DATE, SPECIES OR SPECIES GROUP WOOD CONSTRUCTION. NATURALLY DURABLE OR PRESSURE TREATED WOOD SHALL BE PROVIDED WHERE REQUIRED BY REDUNDANCY FACTOR = 1.0 DESIGNATION, AND THE QUALITY CONTROL AGENCY. MEMBERS SHALL BE GLUED WITH A WATERPROOF ADHESIVE MEETING THE SECTION 2304.12 OF THE INTERNATIONAL BUILDING CODE. SEISMIC RESPONSE COEFFICIENT, Cs = 0.158 REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. STRUCTURAL CAPACITIES SHALL SEISMIC BASE SHEAR = 9.5 KIPS BE ESTABLISHED IN ACCORDANCE WITH ASTM D5456 AND PRODUCT SHALL HAVE AN APPROVED ICC-ES EVALUATION REPORT. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X6 AT 16" O.C. TWO STUDS MINIMUM MEMBERS SHALL BE TRANSPORTED AND STORED PER MANUFACTURERS RECOMMENDATIONS AND SHALL NOT BE EXPOSED TO SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 x 8 HEADERS SHALL BE RAIN INTENSITY 1.0 INCHES/HOUR PROLONGED MOISTURE. MINIMUM REQUIRED DESIGN PROPERTIES: Fb = 2325 PSI, Fv = 310 PSI, E = 1,550,000 PSI, PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED AND SHALL BEAR FULLY ON A MINIMUM OF TWO STUDS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE SOLID 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. LSL RIM JOISTS SHALL CONFORM TO ANSI/APA PRR 410 AND SHALL BE MARKED IN ACCORDANCE WITH THE STANDARD. BLOCKING BETWEEN STUDS AT MID -HEIGHT OF ALL STUD WALLS OVER 10, IN HEIGHT. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED FOR DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY WEYERHAEUSER. ALTERNATE MANUFACTURERS MAY BE STUDS MAY BE NOTCHED, CUT, OR PENETRATED WITH ROUND BORED HOLES AS FOLLOWS: REFERENCE ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER STUD SIZE MAXIMUM NOTCH / CUT MAXIMUM BORED HOLE 4. CONTRACTOR SHAI L PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. 2X4 7/8" 1-3/8" CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 2X6 1-3/8" 2-1/8" 20. PREFABRICATED OPEN WER WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED BORED HOLES SHALL NOT BE LOCATED WITH 5/8" FROM THE EDGE OF THE STUD OR AT THE SAME LOCATION AS A NOTCH PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY SPECIFICATIONS. ALL NECESSARY BRIDGING, BLOCKING, PRE -NOTCHED PLATES, ETC. SHALL BE DETAILED AND FURNISHED BY OR CUT. OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS MEETING THE REQUIREMENTS OF IBC SECTION RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, 2303.4 (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL FOR REVIEW WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE ENTITIES OR PERSONS AT THE PROJECT SITE. ENGINEER, STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH WITH 16d AT 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS AT 4" O.C. EACH SIDE OF JOINT. MANUFACTURER'S SPECIFICATIONS. 6. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12" APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS 21. PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOIST MANUFACTURED BY THE WEYERHAEUSER. O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT) @ 4'-0" REQUIREMENT. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND O.C. UNLESS INDICATED OTHERWISE. PROVIDE 3"x3" x1/4" HOT -DIPPED GALVANIZED PLATE WASHERS AT ALL ANCHOR STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN BOLTS. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d NAILS @ 12" O.C. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, HARDWARE SHALL BE COMPATIBLE IN SIZE WITH PLYWOOD WEB JOIST PROVIDED. OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. PLATES AND BLOCKING WITH NAILS AT 7" O.C. USE 5d COOLER NAILS FOR 1/2" GWB AND 6d COOLER NAILS FOR 5/8" GWB. 22. PREFABRICATED CONNECTOR PI ATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE PROVIDE 15/32" APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES 8. ALL STRI ICTIJRAI SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION", ANSI / TP 1-2014 FOR (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH 8d NAILS @ 6" O.C. AND TO ALL INTERMEDIATE STUDS THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: AND BLOCKING WITH NAILS @ 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. PREPARED BY THE SUPPLIER. TOP CHORD LIVE LOAD REFER TO DESIGN LOADING CRITERIA C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE 9. STATEMENT SPEC:IAI INSPECTIONS- MINIMUM TOP CHORD DEAD LOAD 10 PSF THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE THE FOLLOWING CONSTRUCTION TYPES ARE TO BE REVIEWED BY A SPECIAL INSPECTOR DESIGNATED BY THE OWNER OR MINIMUM BOTTOM CHORD DEAD LOAD 5 PSF SOLID BLOCKING AT ALL BEARING POINTS. ARCHITECT. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION WIND UPLIFT (TOP CHORD) VARIES, TO BE CALCULATED BY TRUSS MANUFACTURER NOTCHES AT THE END OF JOISTS AND RAFTERS SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. NOTCHES IN THE REQUIRING SPECIAL INSPECTION. SPECIAL INSPECTION SHALL CONFORM TO SECTION 1704 OF THE 2018 INTERNATIONAL REFER TO DESIGN LOADING CRITERIA TOP OR BOTTOM SHALL NOT EXCEED 1/6 THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED WITHIN THE MIDDLE BUILDING CODE. SPECIAL INSPECTION AGENCY SHALL BE RESPONSIBLE FOR KEEPING RECORDS OF SPECIAL INSPECTIONS AND 1/3 OF THE SPAN. THE DIAMETER OF ROUND HOLES BORED IN JOISTS AND RAFTERS SHALL NOT EXCEED 1/3 OF THE TESTS. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANG -NAIL OR EQUAL) AND SHALL BE CONFIGURED SUCH THAT DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED WITHIN 2" FROM THE TOP OR BOTTOM EDGE. INSPECTION REPORTS AND TEST RESULTS. THE MAXIMUM OPENING BETWEEN MEMBERS DOES NOT EXCEED 42"X24". SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS MEETING THE REQUIREMENTS OF INTERNATIONAL BUILDING CODE SECTION 2303.4 TO THE ARCHITECT, STRUCTURAL ENGINEER, TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH POST INSTALLED ANCHORS: PERIODIC SPECIAL INSPECTION IN ACCORDANCE WITH THE PRODUCTS APPROVED ICC-ES REPORT. AND BUILDING OFFICIAL FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, TWO ROWS OF 16d @ 12" O.C. ATTACH RAFTERS AND ROOF TRUSSES AT BEARING LINES WITH H2.5 @ 24" O.C. UNLESS C;EnTEC'HNI('AI INTERSECTIONS, HIPS, VALLEYS, ETC. SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE OTHER METAL CONNECTIONS ARE INDICATED. 10. FOUNDATION NOTES: ALLOWABLE BEARING PRESSURE AND COEFFICIENT OF FRICTION HAVE BEEN ASSUMED PER IBC TABLE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS -TO -TRUSS AND TRUSS -TO -GIRDER UNLESS OTHERWISE NOTED ON THE PLANS, APA RATED ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH 1806.2. LATERAL EARTH PRESSURES HAVE BEEN ASSUMED PER IBC TABLE 1610.1. IT HAS BEEN ASSUMED THAT EXISTING SOILS TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS AXIS PERPENDICULAR TO SUPPORTS AND ATTACHED WITH 10d NAILS @ 6" O.C. TO FRAMED PANEL EDGES AND OVER ARE A COMBINATION OF SAND, SILTY SAND, AND POORLY GRADED SAND-SILT/SAND GRAVEL MIXES. IF SOILS ARE FOUND TO BE BRACING AND BRIDGING. THE TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS AND SUPPORT CONFIGURATIONS OF STUD WALLS AS SHOWN ON PLANS AND @ 12" O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. PLUMBING, MECHANICAL UNITS, DUCT WORK, AND OTHER MISCELLANEOUS ITEMS WITH THE CONTRACTOR PRIOR TO CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES FABRICATION. TRUSSES SHALL BE DESIGNED TO SUPPORT ALL LOADS ASSOCIATED WITH SUCH ITEMS. THE TRUSS SHOP SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE, UNLESS OTHERWISE DRAWINGS SHALL INCLUDE ALL DESIGN LOADS AND APPROVED HANGER CONNECTION DETAILS TO TRUSS CHORDS FOR SPACING AT ALL PANEL EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. SUPPORT OF HUNG MECHANICAL SYSTEM COMPONENTS. ANY VARIATION FROM THE BEARING POINTS INDICATED ON THE 16d NAILS @ 12" O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL. BLOCKING AT ALL UNFRAMED PANEL EDGES AND FASTEN SHEATHING TO FRAMING/BLOCKING AS SPECIFIED. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. 23. OPEN wEB \8100D RI ISRES ARE TO BE TJL SERIES AS MANUFACTURED BY WEYERHAEUSER. TRUSSES SHALL BE DESIGNED BY ALLOWABLE SOIL PRESSURE 2,000 PSF THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) 60 PCF/45 PCF CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRIDGING, BLOCKING, PRE - LATERAL EARTH PRESSURE (SEISMIC) 8H (ULTIMATE LOAD) NOTCHED PLATES, ETC. SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN PASSIVE EARTH PRESSURE (INCLUDES FACTOR OF SAFETY = 1.5) 150 PCF CALCULATIONS MEETING THE REQUIREMENTS OF INTERNATIONAL BUILDING CODE SECTION 2303.4 (COMPLETE WITH STRESS COEFFICIENT OF FRICTION (INCLUDES FACTOR OF SAFETY = 1.5) 0.25 DIAGRAMS) TO THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL FOR REVIEW PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. CONCRETE PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. DESIGN LOADS SHALL MEET OR EXCEED THE FOLLOWING: 11. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH ACI 318-14 AND ACI 301-16. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH (fc) OF 3500 PSI BASED ON EXPOSURE CLASS F1, SHALL CONTAIN NO LESS THAN 5-1/2 SACKS OF MINIMUM TOP CHORD LIVE LOAD REFER TO DESIGN LOADING CRITERIA CEMENT, HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.45, MAXIMUM AGGREGATE OF 3/4-INCH, AND A SLUMP OF 5 INCHES OR LESS. MINIMUM TOP CHORD DEAD LOAD 10 PSF DEAD LOAD CONCRETE HAS BEEN DESIGNED BASED ON A CONCRETE STRENGTH (f'c) OF 2500 PSI PER INTERNATIONAL BUILDING CODE SECTION MINIMUM BOTTOM CHORD DEAD LOAD 5 PSF DEAD LOAD 1705.3 EXCEPTION 2.3 TO AVOID SPECIAL INSPECTIONS AND MATERIAL TESTING. WIND UPLIFT (TOP CHORD) VARIES, TO BE CALCULATED BY TRUSS MANUFACTURER ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT REFER TO DESIGN LOADING CRITERIA CONFORMING TO ASTM C260, C494M, AND C618. UNLESS OTHERWISE NOTED THE TOTAL AIR CONTENT SHALL BE 5%. AIR CONTENT SHALL BE SAMPLED IN ACCORDANCE WITH ASTM C172 AND AIR CONTENT MEASURED IN ACCORDANCE WITH ASTM C231 TRUSS SUPPLIERS NOTE: THE TRUSS CONFIGURATIONS, INCLUDING DEPTHS AND MEMBER SIZES SHOWN ON THE DRAWINGS, OR C173. INDICATE THE DESIRED TRUSS CONFIGURATION AND ARE TO BE COMPLIED WITH WHEREVER POSSIBLE. IF THE TRUSS MANUFACTURER IS UNABLE TO MEET THE LOAD REQUIREMENTS SPECIFIED WITH THE TRUSS CONFIGURATION INDICATED THE 12. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENTS S1), GRADE 60, Fy = 60,000 PSI. EXCEPTIONS: ANY MANUFACTURER IS TO SUBMIT WRITTEN NOTICE TO THAT AFFECT TO THE ARCHITECT PRIOR TO SUBMITTING A COST PROPOSAL BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, Fy = 40,000 PSI. OR BID. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 IF A DIFFERENT SYSTEM IS PROPOSED THAT REQUIRES REVISIONS TO PRESENT STRUCTURAL FRAMING OR DETAILS, SUCH SYSTEM SHALL BE CONSIDERED SUBJECT TO THE APPROVAL OF THE OWNER, ARCHITECT, AND STRUCTURAL ENGINEER. 13. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI SP-66-04 AND ACI 318- IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND TRUSS MANUFACTURER TO VERIFY THE WEIGHT AND LOCATIONS 14 CHAPTER 25. LAP ALL REINFORCEMENTS AS FOLLOWS: OF ALL MECHANICAL EQUIPMENT PRIOR TO SUBMITTING SHOP DRAWINGS. IT SHALL BE NOTED IN THE TRUSS MANUFACTURER'S BID WHETHER OR NOT AN ALLOWANCE HAS BEEN MADE FOR MECHANICAL UNITS. BAR SIZE MINIMUM LAP LENGTH MINIMUM HOOK EMBEDMENT 24-INCHES -IN HE 24. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC 4 1-IN HE 8-INCHES PS 1-09 OR PS 2-18 AND AMERICAN PLYWOOD ASSOCIATION PERFORMANCE STANDARD PRP-108. ORIENTED STRAND BOARD OF 5 -IN HE 11-IN HES EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. EACH PANEL SHALL BE IDENTIFIED FOR GRADE AND GLUE TYPE BY PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM THE TRADEMARKS OF AN APPROVED TESTING AND GRADING AGENCY. OF 8" AT SIDES AND ENDS. 25. ALL WOOD PI ATFS IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR PRESERVATIVE, PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, APPROVED BY THE STRUCTURAL ENGINEER. FIELD BENDING OF GRADE 60 REINFORCEMENT SHALL NOT BE ALLOWED. ETC. AND CONCRETE OR MASONRY. 14. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: PRESSURE TREATED LUMBER SHALL COMPLY WITH THE AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) STANDARD U1, COMMODITY SPECIFICATION A AS INDICATED BELOW OR HAVE EQUIVALENT ICC-ES APPROVAL. FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" ALL OTHER CASES 1-1/2" ALL TREATED LUMBER SHALL BEAR THE QUALITY MARK OF AN ACCREDITED INSPECTION AGENCY. THE QUALITY MARK SHALL INCLUDE: 15. SLABS -ON -GRADE: UNLESS NOTED OTHERWISE SHALL BE 4" CONCRETE, REINFORCED WITH 6X6 W1.4XW1.4 WELDED WIRE FABRIC CENTERED IN SLAB. UNLESS OTHERWISE DIRECTED BY SOILS REPORT PROVIDE MINIMUM 10 MIL VAPOR BARRIER OVER 4" OF A. IDENTIFICATION OF TREATING MANUFACTURER COMPACTED SAND OR GRAVEL. B. TYPE OF PRESERVATIVE USED C. MINIMUM PRESERVATIVE RETENTION (PCF) 16. CAST -IN -PI AGE CONCRETE SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW D. END USE FOR WHICH THE PRODUCT IS TREATED OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL E. IDENTITY OF THE ACCREDITED INSPECTION AGENCY OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE F. STANDARD TO WHICH THE PRODUCT IS TREATED STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. TOLERANCES FOR ALL STRUCTURAL CONCRETE AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 117-10 AND ACI 117.1 R-14. 26. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2019. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY POST INSTAI I ED ANCHORS HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER TO ACHIEVE THE MAXIMUM PUBLISHED ALLOWABLE LOAD. ALL CONNECTORS SHALL BE INSTALLED IN 17. POST-IN_STAI LED ANCHOR SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. SHIMS, WHERE REQUIRED, SHALL BE SEASONED AND DRIED AND MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. CONFLICTS WITH EXISTING REINFORCEMENT. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND ICC-ES REPORT. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL SPECIFIED BELOW, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER -OF -RECORD ALONG WITH CALCULATIONS THAT BOLTS AND LAG SCREWS BEARING ON WOOD. ALL LAG SCREWS SHALL BE INSTALLED IN PRE -DRILLED HOLES. ARE PREPARED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF UNLESS NOTED OTHERWISE ALL SAWN LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS AND ALL PREFABRICATED PLYWOOD WEB JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "IUS" SERIES JOIST HANGERS. Drawings and the associated cad files are considered 'instruments of service' and may not be used for any other project or for any addition to this project or for completion of drawings by others. All rights reserved. Z Q 03LD2023-�7 VJ M S MJa 16 JD OFE 0 S DEPMENT IC PART M Q 1 (0 W Z Z D 0 ry W u7 C)°' W00 z 0 � w Z Z Lu N ao p. z \0 N U w a a O No C3 U m _ x w _J z N rn "> F-- ~ w DATE PLOTTED 1 /3/2023 SCALE none FILE NAME HILL STRUCTURAL SHEE SI ALLEY -------- 76.13' ---- ALLEY 76.13 -------------- 15' rear setback 15' rear setback header SW - 1 HDU2 SW - 1 — — existing gardr. — — — — HDU2 — � I — — — — — — — — _ _ -------- ----- N I I Wood Framing Plan Notes — — — — — — EXISTING ROOF FRAMING FI I — — I 1. Roof sheathing shall be 15/32" APA Rated sheathing with a I— — — — — — I I panel index of 24/0. Nail to framing with 8d common nails at 6" oc at panel edges and 12" oc in field unless noted otherwise — — — — — — — — — I j on plans. Roof has been designed for 5psf Photovoltaic Panels. I I 45 2. Typical floor sheathing shall be 23/32" APA, Sturd-I-Floor — — — — — — — I 15 11 with a panel index of 40/20. Nail to framing with 1Od common I EXISTING GARAGE I nails at 6" oc at panel edges and 12" oc in field unless noted I_ — — I — — — 11 SLAB I otherwise on plans. —v I I NO CHANGE 3. All headers and beams shall be (2) 2x8 minimum, u.n.o. Refer to note 4 for support requirements. ' 4. All columns shall be double stud minimum, u.n.o., with the beam or header bearing fully on the column. Individual studs — I I shall be nail together per the general structural notes.- 5. All slabs -on -grade shall be 4" reinforced with WWF6x6 — — — W l AxW l A u.n.o. Provide minimum 10-milpolypropylene I———---- � I I vapor barrier under all slabs. Slabs shall rest on a minimum 4 inches of free draining material. I — — —Z HDU2 PER I 1 DET N on S-3 I FF] Eave of addition I � SW-x Indicates shearwall per schedule within 5' of existing ` I_ — - — — — — — — I — — — — — — — - II SSK-G � garage roof tobel hourfire-rated--_ «-� �- ��« ��- r-��I�x�-��«-��«-,rT� X X ,X„ „x„S/AN-/ X X,\X,\X , X X X X X EXIST LLJ L_------------------------- ------ ---_ MSTxx Indicates Simpson Holdown - - X' — � x— X—\ :X; ;; HDUxx X X X XX /X, /" X X X X X X Tv DC � Q i JL Indicates Simpson Hanger K\� SW - 1 BLOCKING PER r u DET N on S-3 O o X NE ----------------------------- �I oi kX;� X� X FLAT CEILING N X� N r �] I I NEW 4'' SLAB ON GRADE �N X'JN o `� washer/dryer SSK F X N SW-1 /\X X� I r r CS 16 \X� I N VAULT CEILING X� X LI 44 � — — — — — 4 x 10 — _ ...... — — — — — — N 3-1 2 X 11-7 8 L$ - Attic ventilation X �I HDU2 ti L r , — — J , o 0 4 x 10 u L � I -I - "> vaulted clg=437sf --- --J flat clg=771sf total vented roof area = 1208 sf cc X 0 % X l — -- L I — L — — O = 119-008 = 8.05 sf 8.05x144 = 1159.2 s.i. required oo X SS K_A r 1 4 x 10 1 9-1 2" TJI 1 0 @ 16" O.C. oo X 3.5x22 f.p. eave vent @ 41 s.i. each X _ _ _ x6 c N = 615 s.i. supplied @eave ` v L—. — in Q0 I i NEW o continuous 20"per ft ridge vent = tubular 1188s.i.supplied @ridge _ skylite Total ventilation supplied = 2846 s.i. \� a I I r II - CRAWLSPACE > _ J 6x6 SSK-A 00 X II area = 728 sf „ N \ X 742/150=4.85 in X 4.85x144=698.4 s.i. m \ X OUTLINE OF _ of I ventilation req'd PRE MA UFACTURED ROOF TRUS EXISTING O0 01 I 17.5x8.5 vent = 50 s.i. _STEM _ 698.4/50=14 vents I Eaveof--------------- 9-1/2" TJI 110 @ 16" O.C. -----� I 1 9-1/2" TJI 110 @ 16" O.C. N addition �,UEl X� within 5' of A U J ^' property HDU2 ISSK-Aline r II _ to be 1"hour1 li ° fire -rated II 6x6 LI \X ------ l 1JI VAULT CEILING „ SSK-H00 I I 1 1 0 N FLAT CEILING X`� > jl I I REVISE AND IMPROVE O0 of I -1 1 1 L X El El EXISTING 1 CRAWLSPACE '� X I I v ' o .� 1 II I I = X'1 X' 13'00 I 11 11 I L VAULT CEILING EXISTING DECK 2248 attic i� NO CHANGE ° 6x6 access; o _ L J c V , � '� N \/, HDU2 II SSK-E of I 1 v > X #4 x 2'-0" EPDXY 1 1 1I 1 1 ° X I PRE -MA UFACTURED ROOF TRUS DOWEL SPACE TO ❑ ❑ MATCH HORIZ. ❑ 1 i� ;� 1O1 1 = 00 \� -----J REINF.TO II I I 1 (N X EXISTING FOUNDATION. I I E ISTI G STAIRS T 4" MIN. EMBED 1 1 11 1 FF -1 _F- _ � existing hdr v _F —1 _F —1 7- —1 7- X J B SE EN N CHANGE ' I � I I "' e istin hd e istin hdr X'� 3-12 11-7 LSL I�------------ ------- ---1--- - - - - - - - ------ - - - - - - tubular,-, �kylite J SSK-C -� iubu1 rl -'�kylit I\ - 4 AT CEILING X = II �I_I ICI II� TT TT T T-7) JI �`� J X� � I I I I I U0 F \ -I - -I - -I - I-/ 4- �O I� 1 FLAT CEILING X NEW CRAWLSPACE J II z �I I/z / 2 x 12 @ 24" O.C. 6X6 W/MIN area =215sf 1.4x1441 201 6 s.i. ^ , 1 1 1 I \ FLAT CEILII G I 1 I 1 I X' � 24" SQUARE FTG I I ventilation req d 17.5x8.5 50 as or z �i or IzI - � ;� " 00 .— (/) - 4--) --------- vent = s.i. 201.6/50=4 vents ' N ,. r _ Ln EXISTI BASEMENT Ln IwI 1 1 y l I w I �I Q� N CHANGE EXISTING CRAWLSPACE 2 x 6 @ 24 O.C. X' y X SSK-P NO CHANGE N �' X' — L 9-1/2" TJI 110 @ 16" O.C. N X 3-1/2 x 9-1/2 LSL FB HDU4 I I y � I 1 4 1 X X,� r---- I I I I L J SSK-O ,I (2) 2x SW-3 ° vent - „ #4 x 2'-0" EPDXY II I I I I I I I X I I I I I I I I I I I I I I I DOWEL SPACE TO MATCH HORIZ. I� REINF. TO / \ ------- EXISTING FOUNDATION. I I I 4" MIN. EMBED \ 6X6 W/ MIN 24"SQUARE FTG-------- ------ ------� I L-------------- -------------� I o exi ting h r existing hdr existin hdr o EXISTING STOOP EXISTING NEW EXISTING PAVEMENT NO CHANGE NO CHANGE PROPOSED - ROOF FRAMING PLAN 1/4" = 1'-0" PROPOSED - FOUNDATION PLAN 1/4" = 1'-0" Drawings and the associated cad files are considered 'instruments of service' and may not be used for any other project or for any addition to this project or for completion of drawings by others. All rights reserved. Z Q O BLD2023A:�27 VJ 9DB CO 1 Z23 QJOPEPARM F MO DS ME�VICE: J CO � I (0 W Z Z D 0 0. W I..L Q U Z-Itco W � Z O w z Lu w N p o�. Z 'D W N Q Q ON y O N C0 m = ~ X Cn LLJ J H M Z 3: t) ~ W DATE PLOTTED 4/25/2023 SCALE VARIES FILE NAME HILL FINAL DEMO ADD SHEET S2