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APPROVED BLD ENG PLN BLD2020-0581+Architectural_Plan+8.3.2020_6.45.45_PMi rl yT� � � ric- t� T&«1 ALLTic. MEAyu� c�o2tii+.t� To A r F Z.ovev MA�ts EDMONDi 5'(C�NDI�tz.D n�'fal� AND ,4U� 0114M M?,MWtz.eo�r 'MA1 MAY OF, tTQ,uttZEp DUl21Ntx CON4512UC'[iDN, MAI,��AL- CIO kiTrNTt Option 4 Import topsoil. • Enter lettered areas from site plan where this option will be used: A • Enter combined square footage of lettered areas in thousands (example: for 4,525 sq ft, enter 4.525; for 500 sq t3, enter 0.5) • Multiply combined square footage by 25 and enter product in box C: C Y�- pubic Yards AMOUNT OF IMPORTED TOPSOIL. NEEDED FOR THESE AREAS Order These Amounts: Enter amount in Box A: • 10 Cubic Yards of Compost Enter amount in Box C Cubic Yards of Topsoil Note: MR S is triggered on sites with more than 2,000 sq. ft. of new, replaced, or new plus replaced impervious surface, or 7, 000 sq. ft. or greater of land disturbing activity. ..:...:...,:.:.... r4....,. - �1 tit-l'C rA"4) t7A-TV M Mrtw— 100.0 g► Ioj• o' C. tot. of d. lot- 0 I Z%5.1r> MAX, DESIGN CRITERIA for EDMONDS Min Roof Snow Load 25 psf (non -reducible) Ground Snow Load 25 psf Seismic Design Category D 1 Wind Speed 85 mph (Basic) 110 mph� (Ultimate) Wind Exposure B, C, D (varies, contact staff) Winter Design Temp 27 degrees Mean Average Temp 50 degrees OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES 2' x 2" WOOD/STEEL FILTER FABRIC SECL TO 2' x 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL FILTER FABRIC MATERIAL IN counNOUs m" USE STAPLES OR WIRE RINGS TO ATTACH' FABRIC TO WIRE 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 CITY OF EDMONDS FILTER FABRIC FENCE JMUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fst 1890 APPROVED BY: R. ENGLISH f. _ ER-900 a L 01 I) r L-A-T 4J ; A qj 41h tK � V O >1` tZEM 0� l D x`th I. Q Ek. t A, N 60 60 P o° TYp.Nlk? I� w •A(Kt- 7 x l4ofF,. F kO O T rolzc" 2a FROItt 12 t+, 6 a - r rza �T w coo r-r -n- Aa-N o "o 513• tr ?jo" IKf0 0-�Ff-fPJACK-- (20* EQvt`IT077 � 115 . ... . ��• ht4��►o0.0' -. ' C V ";7 - lOd�a' o _ M APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE O E O O 00 Ol -- ----- r-—-—-—-—-—-—-—---—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- — - — - —, N z v� I O SPECIAL INSPECTOR REQUIRED FOR THE STRUCTUAL EPDXY z o 0 L--------------------------------------------------------I cnt•-ta � W � OWNERS: W JERRY & FARAH MURRAY z v) 630 ALDER STREET O o EDMONDS 98020 z a 425-770-4073 Q _�v `" N shredbettv360@hotmaii.com TAX No: 0043 4209 400 900 LEGAL: CITY of EDMONDS BLK 094 LOTS 9 & 10 w/ 3FEET OF LOT 11. BUILT: 1953 SCOPE of PROJECT: ADD BEDROOM BUMP-OUTTO REAR. ADD (2) BAY WINDOWS TO FRONT w/ FOUNDATIONS BUT UNDER EXISTING EAVES. NEW FRONT PORCH ROOF. REMOVE 160 SQ FT'SUNROOM' FROM REAR. LATER ROOF OVER REMAINING PATIO AREA. ZONE: RS — W 0 LOT SIZE: 6969.3 SQ FT 110 ft x 63 Ft. LOT COVERAGE: EX REAR GARAGE: 367.5 SQ FT EX RES/GARAGE: 1345. (REMOVE SUNROOM) (160.) NEW LIVING / BAYS: 384.5 1934,5 SQ FT IMPERVIOUS: EX. DRIVE, RES/GARAGE EX. REAR GAR/ WALKS 1952 SQ FT (REMOVE SUNROOM) (160.) REMAINING PATIO 162. SQ FT P NEW: + 384.5 2338.5 SQ FT 33.5 GRADING: 15-20 CU YDS. USED ON SITE. Hf-AT, EX • JABS FUZ4 I' - CONTACT DURING PERMITING: KRISTIN HANSON HANSON DESIGN 652 ALDER ST EDMONDS 98020 425-774-7129 hansondesign@hotmail.com@hotmail.com CONTRACTOR: TABLE of CONTENTS: 1. SITE 2. EXISTING PLAN / ELEVATIONS 3. PROPOSED PLAN / FOUNDATION RES U B 4, ROOF / SECTIONS 5. ELEVATIONS Aug 04 2020 6. GENERAL NOTES CITY OF EDMONDS DEVELDEPARTMMENTENT OPMENCES 3 5 % µArx '7% MAX,, APPROVED BY PLANNING Aug 11 2020 Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. Zone RS-6 Corner Flag _ Setbacks: Required Proposed Street (N) :20 :::: _ ::20 : Sides (W/E) 5/5 ::_::_::_ 6/7 ::_:: Rear (S) 15 __.__.__. 43 -____- Other Height 25 13 City Of Edmonds Building Department Work ADDITION AND REMODEL Address 630 ALDER STREET Owner MURRAY ------------- Approved Date. 8/19/2020 Building Official -�/ Luau Permit Number BLD2020-0581 CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN ENGINEERING DIVISION APPROVED AS NOTED ��``At 09/01 /2020 It �T 5utlR,00m �a .-4 3 � L dtt W I of r�F sUmR .0oM lw i I� list ' C; Ott L t f W 0 o x l�'C I I1G1 rlD0 z-- Y4'y!'-otvtnt(.^ �! GAP- Ala F., : :� &A. SUMoo K: 1(00. r RESUB Aug 04 2020 Air ft. CITY OSE RVICES OND DEVELOPMENT CES �61 DEPARTMENT WSEC 2015 WASHINGTON STATE ENERGY CODE - WSEC 2015 WASHINGTON STATE ENERGY CODE WSEC : additions less than 500 sq ft = .5 credit. PRESCRIPTIVE : MARINE ZONE 4 PRESCRIPTIVE : MARINE ZONE 4 WINDOWS: U.30 FLOOR: R-30 CEILINGS: R-49 Energy option 5a : Efficient water heating WINDOWS: U.30 FLOOR: R-30 CEILINGS: R-49 SKYLIGHTS: U.50 SLAB FLOOR: R-10 SKYLIGHTS: U.50 SLAB FLOOR: R-10 JU Showerheads: 1.75 GPM BELOW GRADE WALL: R-10/15/21 INT BELOW GRADE WALL: R-10115/21 INT WOOD FRAMED WALL: R-21 HEADERS: R-10 Faucets: 1.0 GPM WOOD FRAMED WALL: R-21 HEADERS: R-10 V EXPOSED EXISTING FRAMING: 2x4 WALLS = R-15 EXPOSED EXISTING FRAMING: 2x4 WALLS = R-15 All other lavatory faucets: 1.0 GPM or less. R101.4,3 2x6 WALLS = R-21 R101.4.3 2x6 WALLS = R-21 FOUNDATION VENTING 1 : 150 AREA OF FOUNDATION: 440 SO FT EGRESS WINDOWS: R310.1 - 301.6 R102.7.1 _ ADDITIONS, ALTERATIONS REPAIRS- �— VENT AREA REQUIRED: ItSO 5.7 SQ FT CLEAR OPENING ADDITIONS, ALTERATIONS or REPAIRS TO ANY STRUCTURE INN. Q-5 VE45 44 IN. FLOOR -TO -TOP -OF -SILL: MAX SHALL CONFORM TO THE REQ FOR A NEW STRUCTURE WITHOUT VENT OPENING Win 36 INCHES of NET HEIGHT CLEAR : 24 IN. REQUIRING THE EXISTING STRUCTURE TO COMPLY WITH ALL THE EACH CORNER, IF POSSIBLE. NET WIDTH CLEAR : 20 IN, REQ OF CODE. CRAWL SPACE ACCESS: REQ IN ALL SLEEPING ROOMS, EXISTING WALLS EXPOSED DURING CONSTRUCTION MAY - 16" x 24 " CLEAR THRU FOUND WALL HABITABLE ATTICS, BASEMENTS REMAIN 2'X 4 WITH R-15. 18" x 24" CLEAR THRU FIN. FLOOR IThe isolated footing is for a I NO SPECIAL KEYS, LOCKS, ETC O A 4 ' Yf. WALL future project. Please WINDOWS OPENING TO GRADE ,document. The isolated footing , 5.0 SQ FT OK. 310.2.1X lis for the 2015 IRC code cycle. I so'- o" L------------- -Oh 10-rill Z; 1) SHEAR WALL 1: 5W-1 ��`� • 7/16" PLYWOOD /OSB 5/8" OR T1-11 r- y ---� 8d @ 6" EDGES vk "'( ��`�. • 8d @ 12" FIELD W .i•>; -� ('/" x 10" ANCHOR BOLTS @ 35" ox. X IQj . w/in 12" of SILL ENDS, SPLICES !� • w/ 3" x 3" x '/" SO WASHERS / a'l ` �� I' <<o a� �c�"o.c.• r W� c�� 6A WAY ,� q 2 r LGt'�• SIMPSON BP/LBP 1 0�. Ix, l0Hrt a) IIIo•G• 6 l 0ii 4 X 4 Pf F05T + • EMBED 7.5 "min. f2`� I 4x10 Df2 0 1705, A00 iL f - tZ�t1DV� PA110 U OW �- to - o N�,w L'IVIW I I ACC -")FOUNDATION JOINS: DRILL & EPDXY #4 DOWELS. -TO LAP with NEW FOOTING REINFORCEMENTS. USE SIMPSON SET-XP w/ 4 in EMBED. I , 1-W ICAO. l X .9 �5 _ I I I , - f � � I i 41 EMI f. CCZAVJL. I I I Cx•C�QiZ�E �z - -- - �i- — i — — — —I T ---:: - r.r+... . err. ter. ter• .r. � w—• .n... w► ...r. i -r.► � I L:_b�J (2) Icy" x l�" x 29Post' (2)-4 fA•W , /M .,/ I.C-r5 4X-4 PT �ou�l�aTio�J F I Ahf %�=ro N iL L N TUB & SHOWER: 2015 /RC — — • PROVIDE SMOOTH NON-ABSORBANT SURFACES TO 72 IN ABOVE FINISHED FLOOR • SHOWER ENCLOSURE & ANY GLAZED SURFACES w/ LOWER EDGE Win 60 IN / (MEASURE VERT/HORZ FROM ANY SHOWER/TUB EDGE) • TO BE TEMPERED/SAFETY/SHATTERPROOF GLASS SHOWER DOOR HAVE 24 IN CLEARANCE, OPEN OUT REQ (CAN ALSO OPEN IN) • SHOWER FLOW MAX 1.75 GPM or LESS TOILET: 1.6 GAL MAX LAV / KITCHEN FAUCET: MAX 1.0 GPM OR LESS \ Vf 1 J SMOKE DETECTORS: IRC 31\4 INSTALL IF BLDG PERMIT REQ'D • IN EACH SLEEPING ROOM • OUTSIDE SLEEPING ROOMS • ON EACH FLOOR ALARM DEVISES -INTERCONNECTED Range 15 ft. per, unit. CARBON MONOXIDE ALARMS: !RC 315.1 / RCW 19,27.530 • REQ'D OUTSIDE SLEEPING AREAS IN HOMES • WITH FUEL -FIRED APPLIANCES and/or ATTACHED GARAGES. • REQ INSIDE BEDROOMS w/ GAS FUELED APPLIANCES • ALARMS ON EACH FLOOR. • MUST BE HARD -WIRED/ PLUG-N STYLE (not battery) • MUST INSTALL IF BUILDING PERMIT REQ'D. • COMBO w/ SMOKE ALARMS OK. ALL SMOKE DETECTORS IN RESIDENCt TO BE INTERCONNECTED FOR PERMH TO BE FINALLU. i t o', 0 0 2� 2� (61 040 - --- 5W I -T 1P E 1'20�f BATH.• OPERATE INTERMITENTLY : 50 CFM or CONTINUOUSLY: 20 CFM LAUNDRY: SAME AS BATH KITCHEN.- OPERATE: 100 CFM or (5) AIR CHANGES PER HOUR. KITCHEN EXHAUST FANS OVER 400 CFM REQUIRE MAKE-UP AIR. ALTHOUGH NOT REQUIRED IT IS HIGHLY RECOMMENDED TO INSTALL SMOKE & CARBON MONOXIDE ALARMS IN THE GARAGE AREA HARD WIRED or PLUG-IN NOT BATTERY OPERATED. `t �- 1✓X. C0 K3C , _ r_ x, FA_ TI o t �r3' - '� Swt - W l 14 a.► d�. .�. r EX .rJd`� ^► w� �....+.+ �...... ,.... •....r. r ..-. w.� X . (a° to B I V L l C .....;,- ----•: LAY I u 20 r (- 4 N '1 lad• 1 `7 U P U ICI Ii' 12- a N �ii d E✓x / I �0yfiy 4 X4 Pf. Zo yr� I T. THE CONTRACTOR SHALL VERIFY ALL DIlVIENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CON71?UC77ON. ALL DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER - DO NOT SCALE DRAWLVGS. LJ Au,/2 l lllml , - �K15TtfrJ(a WAY 3 rRo�oS�.� y N ad �, �L�. � l !� o' C161 fr_-x1st lz�F_s 15(04 ex, . ATT Q AC_A6uE— 17Z 7 sQ. FT. Npuj Totem. t �o0 5q •PT f' !''LOVED 5UNkeem) RESUB Aug 04 2020 •: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 49/z,0z_o Z �l v 0L.9- Wl 8d•� � y 64ILAD LI ti t 1-oGI �D !/1'r0.(-. COMP V_00� �0 I%VLT IZ cT)x Q1764 L. J a P�Ir- ILArs D "CtzXIAe Za- IDA VENI D D L4,6q �AG/GI N T I- 1 2 41 x ,� x Y " D13L 10P FL ZX IP "21 by �D I t/ (:A) 2 lQ �17 pL 50L11P tbLV,'G Wi (2) lea Ian" VgV_ t�A v_R_-[ 2 xt) IL Rip a L ,- r/ '` '7UL,4V I'�L�C� (yt �ZJ�A'(� - 'fD F JD. UTALL, Lt�ZID I < < / ?CIb Rt 065/cvx - wl 2�, ko rl, y I _ Wl . / W/ 5x)'') ,,A" 50,WAShIiC ( Sim? 0PS113F) W(KI IZ° of 5lLL ENn-2 t 1 D9_ V IV�VJ A° 7' rm J � Dtl Iry 7 I „ M/ crb 44 z..w 4 �/,Ob0 5 I Z'e _— P�f2t Dl2AlIJ W� �'(L,'�Vi� �A('72tL (2�, � 00�T 5�1ZIZD��p w1 Lb"kqJTfi�o�2Z- 9 IZ-AI Q ca ZAV OL_ • . .5��A2n�f� rtZ�M K�oO>% 'D�ItS� �SPLA�NI�LoCk�� Tina WUL c0K0 1�0_f Au, E)(ttit FRAM 04(d 10 kI w CaIIIZDI51L 'C2U9ti Pt:iz. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER DO NOT SCALE DRAWINGS. 1L�:L l �__W ,Oil U I U N fill, veI4v I:::, / — ROOF -OVER FRAMING HEM -FIR 92 @ 24 " O.C. SPAN SIZE 0' — 6' 2x4 6' — 9' 2x6 9' —12' 2x8 9�* R-oPo5ED PLOOF FLAB /A FIELD VERIFY TRUSS PITCH & DIMENSION BEFORE ORDERING! ROOF VENTILATION :1: 300 AREA OF ROOF: �l&Z • SQ FT VENT AREA REQUIRED: 154. SQ IN DISTRIBUTION OF VENTS: 50% IN UPPER PORTION: t0 0 • SQ IN 50% IN LOWER PORTION: SOON ROOF JACKS: • 2 50-60 SQ IN EACH RIDGE VENTS: °E --1p' 18 SQ IN / LIN FT` CON'T SOFFITS: --p 9 SQ IN / LIN FT GABLE VENTS: 75% OF VENT AREA RES . , , Aug 04 2020 CITY OF EDMONDS I�%� Zllty DEVELOPMENT SERVICES DEPARTMENT Ex• wAu_IC7 _tL PATv M W AIEZ MFTt�P-- A. too . t F-K 13 loin c lol ` lol• D :k log • tb i' 403 •= q = tob •7� , v -- e� • a- Z z,. M,�x J� : "V-5 F., H E I GH`( CA LO-5, F"?0115-0 RIZAV-- le7okioM -Y-+ it - New — " .sk .w 11A 1I A _____--__---.-------____._.___..__ _J r -------- --- ---- - - ( aNZA& � K-ru-iF->J___---- • I� ZO F o '� r-,b tl -T- W E--2'f 1t3.ti• E>L NNW �I MEQ OAY " At CJIJD ��K• KDDF -oM --- - -- --- --- — — - — .eEtO.O� l RESUB �OF 013 FED EA-5-f L�� , , "I Aug 02020 �� E CITY OF DMONDS DEVELOPMENT SERVICES DEPARTMENT. i i 1 C. tow N1 CC r. r■ FN ❑■ n 0 Nothing in this permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming, or unpermitted building, structure, or site condition which is outside the scope of the permit application, regardless of whether such building, structure. or condition iq chnwn nn the Q1tP nlan r�i nr n' .. .. r. TV 1114r. structure, or condition may be the subject of a separate enforcement action. Sound/noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits only during the hours Of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits, unless a variance has been granted. ECC Chapter 5.30 All changes in plans and field modifications shall be approved by the local jurisdiction.' The design professional shall prepare drawings as required for approval. IBC 107.4 Temporary address shall be clearly visible from street during all phases of construction. Failure to properly post house/building numbers may result in no inspection by the City Inspector. Curb signage is not acceptable. Address numbers (4" min. ht. & 1/2" min. stroke width) shall be posted to be plainly visible from the street or road fronting the property. IRC R319 LIFE SAFETY NOTES Smoke alarms shall be installed in each sleeping room, outside of each separate sleeping area in the immediate vicinity of the bedrooms, and on each level (including basements and habitable attics) in new construction and in existing dwellings when alterations, repairs or additions requiring a permit occur. Smoke alarms shall be hard -wired with battery backup, and when more than one smoke alarm is required within an individual dwelling unit, they shall be interconnected. Discuss exceptions to the power source requirements with the Building Inspector. IRC R314 IBC 907.2.11.2 Carbon monoxide alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level in new construction and in existing dwellings when alterations, repairs or additions requiring a permit occur, or when one or more sleeping rooms are added or created. IRC R315 Handrails and guards must be capable of resisting a concentrated load of 200 pounds per square foot applied in any direction at any point along the top. Guard in -fill components must be capable of resisting 50 pounds per square Pot. IRC Table R301.5 IBC 1607.8 Handrails shall be continuous through stair flights of four or more risers, without interruption by newel posts (unless at a turn) or other obstructions, and return to a wall, newel post, or safety terminal. The grip -size shall be Type I or II or of equivalent graspablity. IRC 311.7.8 Provide one operable escape window in the basement, habitable attic, and in each sleeping room meeting all of the following requirements: *An operable area of not less than 5.7 sq. ft. (5 ft' for grade floor opening) •A minimum clear opening height of 24 inches •A minimum clear opening width of 20 inches *No more than 44 in. between finished floor and bottom of the clear opening *Escape windows located under decks or porches must have a path 36 inches in height to a yard or court. R310 The greatest riser height within any flight of stairs or the greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. IRC R311.7.5.1 IRC R311.7.5.2 IBC 1009.7.4 FOOTINGS/FOUNDATIONS Footing drains are required around concrete/masonry foundations that retain earth and enclose habitable or usable spaces located below grade, or for crawl spaces when a minimum 6 inch slope within the first 10 feet of the foundation wall is not achieved. A separate footing drain inspection by the Building Inspector is required. IRC R401.3 IRC R405.1 Slab -on -grade floors shall be a minimum 3.54nch thick concrete over a 6 mil vapor barrier and 4-inch base of sand/gravel/etc. There shall be a thermal -break for slabs inside a foundation wall, and if the slab is less than 24" below the exterior grade, 24" wide R-10 perimeter insulation must be provided. Slabs used as part of a hydronic heating system shall have R-10 insulation provided throughout the entire slab area. IRC R506 WSEC R402.2.9 WSEC Table R402.1.1 Vertical rebar must be hooked and tied in place at time of footing inspection. Maintain minimum 3" clearance to earth, 1-1/2" to form -work for reinforcement. R403.1.3 Anchor bolts shall be at least %2 -inch in diameter and extend 7 inches into concrete. There shall be a minimum of two bolts per plate, with one bolt within 12 inches but not closer than seven bolt diameters from the end of the plate. The bolt spacing shall not exceed 6 feet o.c. and shall have a nut and 3"x3"x0.229" washers unless engineered. IRC R403.1.6 �i�tllrlll�l l� v �� MECHANICAL NOTES (continued) Hardware and fasteners in contact with preservative -treated wood shall be of Provide the combustion air required for the proper operation of the ❑ hot -dipped zinc galvanized steel, stainless steel, silicon bronze or copper. appliance(s). The minimum required volume per the standard method is 5 IRC R317.3.1 IBC 2304.12 cubic feet per 1000 BTU/hr. Where exhaust fans, clothes dryers, and Joists less than 18" and beams less than 12" to grade and all wood exnosed kitchen ventilation systems interfere with the onerntinn of nnnlintines J U to weather shall be preservative -treated or naturZlly resistant to decay. u makeup air shall be provided. Fuel -fired appliances shall not be located it IRC R317 IBC 2304.12 sleeping rooms, bathrooms, toilet rooms, or storage closets unless specific J u u J Joists shall have not less than 1.5 inches bearing on wood or metal and 3 inches on concrete. Joists shall be prevented from rotating at the ends and at intermediate support by approved hangers, 2 inch nominal blocking, or attachment to a rim board. IRC 502.6/502.7 Foundation cripple walls shall be framed of studs not less in size than the studs above. Walls over 4 feet in height shall be framed of studs having the size required for an additional story. Cripple walls studs less than 14 inches in height shall be sheathed on at least one side with a wood structural panel that is fastened to both the top and bottom plates in accordance with Table R602.3 (1), or cripple walls shall be constructed of solid blocking. Cripple walls shall be supported on continuous foundations. IRC R602.9 Prior to the framing inspection, the building must be dried in with a minimum of roofing, windows, and siding paper installed. (Truss layouts showing girder truss/hip-master locations are not permitted to change and must be followed correctly. If the truss manufacturer requests to change, in part or in whole, the layout shown, they must contact the architect/designer to ensure that the structural design of the building is maintained. If the layout shown is changed, in part or in whole, the Building Division requires new engineering calculations and must approve the changes prior to the installation of the roof sheathing. Exterior and bearing wall studs may be notched <25% and bored <40% of the stud width. Non -bearing wall studs may be notched <40% and bored <60% of the stud width. Any bore located <5/8" from the stud face is considered a notch. Rafters and joists may be notched in the outer thirds of the span with a maximum notch depth 1 /6th and a notch width 1 /3 rd the depth of the member. Rafters and joists may be bored up to 1/3rd the depth of the member no closer than 2" to each edge or to another bore. Top plates notched or bored >50% of the width must have a 16ga. strap, 6 inches past and fastened with 8-10d nails at each side of the opening. IRC R502.8 IRC R602.6 IBC 2308 Attic access openings are required for buildings with combustible ceiling or roof construction over an area >30 sq. ft. and with a 30" vertical space between ceiling and roof framing members. The rough -framed opening shall be 22"x30" and located in a hallway or other readily accessible location. The access cover shall be weather-stripped and insulated to a level equal to the surrounding surfaces. IRC R807.1 WSEC 402.2.4 Attic ventilation openings shall not be less than 1/150 of the area of the space ventilated. It may be reduced to 1/300 if at least 50 percent and not more than 80 percent of the required openings are at least 3 feet above the eave vents with the balance provided by the eave vents. The net free cross -ventilation area may also be reduced to 1/300 when a Class I or II vapor barrier is installed on warm -in -winter side of the ceiling. IRC R806.2 Access shall be provided for all under -floor spaces. Openings through the floor shall be a minimum of 18"x24". The access cover shall be weather-stripped and insulated to a level equal to the surrounding surfaces. Openings through a perimeter wall shall be a minimum of 16"x24". IRC R408.4 WSEC R402.2.4 Crawl space ventilation openings shall not be less than 1/300 of the area of the space ventilated. Required openings shall be evenly spaced to provide cross ventilation. One side may have no openings. The use of wood or metal louvers can reduce the net free area to below that required - see G2407.10. IRC R408.2 MECHANICAL NOTES ❑ Provide outdoor air inlets in all habitable spaces.IRC 1507.3.4.4 i A 30"x30" level working space shall be provided in front of the control side to service appliances. In attics and underfloor areas, a passageway a minimum of 30 inches high and 20 inches wide traveling not more than 20 feet from the access shall be provided. A 24 inch wide solid pathway shall be provided in attics. A switch -controlled luminaire is required at the passageway opening and a receptacle outlet at or near the appliance. A means of electrical disconnect is required within sight of the appliance or the breaker is to be capable of being locked in the open position. IRC M1305 IMC 306 NEC 422.31(B) An exhaust hood/system of >400cfm installed or required by the range or cooktop manufacturer must be provided with makeup air equal to the exhaust air rate. IRC M1503.4 IMC 505.2 installation requirements are met. IRC G2406.2 G2407.4 G2407.5.1 IFGC 303.3 304.4 304.5 FIRE -RATED CONSTRUCTION Dwelling/garage separation shall be maintained by installing 1/2" gypsum wallboard on the garage side from the foundation to the underside of the roof sheathing. Ceiling of garages with habitable space above shall have 5/8-inch Type X gypsum wallboard attached with 1-7/8 inch 6d coated nails ❑ or equivalent drywall screws and the structural elements supporting the pp g ceiling protected with i/2 gypsum wallboard. Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2" gypsum wallboard. Water resistant gypsum shall Provide required makeup air in the laundry room. Louvered doors or not be used as a the backing board where there will be direct exposure to ❑openings/grilles into other spaces may be used to meet the requirements. water, or in areas subject to continuous high humidity (showers, etc.). Other limitations may arise if a gas dryer is installed. IMC 504.5 IRC R302 IRC R702.3.8.1 G2407.4 G2407.9.1 Dryer ducts shall terminate outside of the building, 3 ft. from any openings into the building. The termination shall have a backdraft damper and no screen. The dryer duct shall be a minimum .016-in. (27 ga.) thick, a minimum 4 inches in diameter, have a smooth interior finish, have sections joined with the insert end in the direction of airflow without the use of ❑ fasteners, be supported at 4 ft. intervals, and secured in place and protected by nail plates that extend 2" above/below bottom/top plates. The joints shall be sealed with UL 181 A listed mastic or tape. Dryer duct maximum lengths are 25 ft. for electric and 35 ft. for gas with deductions for fittings (or ❑ sized/length per manufacturer). If concealed, the equivalent length of the, duct ;shall be permanently labeled or tagged within 6 ft. of the dryer connection. IRC M1502 M1601.4.1 G2439 IMC 504 IFGC 614 PLUMBING NOTES UN: r. IFE NUN Fixtures installed on a floor level that is lower than the next upstream manhole cover of the public or private sewer shall be protected from i backflow of sewage by installing an approved type of backwater valve. Fixtures on floor levels above such elevation shall not discharge through the backwater valve. UPC 710.1 Vent all plumbing fixtures through the roof per UPC 906.0 or with a loop vent per UPC 909.0. Air admittance valves are not permitted unless first approved by the Building Inspector on a case by case basis. Water heaters installed in attics, attic -ceiling assemblies, floor -ceiling assemblies or a floor/sub-floor assembly, where damage may occur from a leak; shall be installed in a watertight pan made of corrosion -resistant materials. The pan shall have a minimum 3/4" drain and the drain'shall terminate in a visible location. The drain cannot empty into the crawlspace beneath a building. Discharge from a relief valve into a water heater pan shall; be prohibited. UPC 507.4 UPC 507.5 Access will be required for the whirlpool/jetted tub pump and the tempering valve for all tubs. The tempering valve may also be installed at the water heat' r. UPC 409 Soaker and jetted tubs shall be installed and supported per the manufacturer's installation specifications. UPC 409.6 Showers shall be a minimum of 900 square inches and be capable of encompassing a 30 inch circle. The shower receptor shall have a finished dam; curb, or threshold between 2" and 9" above the top of the drain. The floor of the shower shall slope a minimum of 1/4" and a maximum of %2". Lini g materials for built-up showers and shower seats shall be sloped, extend upward 3" above the horizontal surface, and over the top of the dam or t eshold. Shower receptors shall be tested by filling with water to the top of the rough threshold while plugged at the drain. Protect the weep hole,$ in the sub -drain clamping ring from clogging. UPC 408.5 - 408.7 Mai building shut-off required on water supply line. UPC 606.2 Hot ater heater must be seismically anchored or strapped at points within the u per one-third and lower one-third of its vertical dimensions. At the lowei point, a minimum distance of 4" must be maintained above the controls with the strapping. UPC 507.2 Vent hot water tank relief valve directly to the outside. UPC 608.5 All pressure absorbing devices (e.g. air chambers, mech. devices, hammer arrestors) shall be accessible or installed per manufacturer. UPC 609.10 Pressure reduction valve on main water supply line required by City code. Hose bibs (exterior faucets) are required to have a permanently affixed anti -siphon device installed. UPC 603.5.7 Hyd onic heating system piping shall be tested at 100 psi water pressure or 1 %im ' 2 es the operating pressure, whichever is greater, for a minimum of 15 min&s. Piping embedded in concrete shall be pressure tested prior to the placi4g of concrete and be maintained at operating pressure during concrete placement. The test must be observed by the Building Inspector prior to concrete placement. Note: a means of providing outdoor air per IRC R303.4, M1507 and IMC 403.2 is required. IMC 1208 -1209 Refrigerant circuit access ports located outdoors shall be fitted with locking -type tamper- resistant caps. IRC M1411.6 IMC 1101.10 UK FEA O Fire sprinkler systems shall be extended, altered, or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled, or added to. IFC 901.4 Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations: 1) In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs as follows: 1.1 Vertically at the ceiling and floor levels. 1.2 Horizontally at intervals not exceeding 10 feet. 2) At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3) In concealed spaces between stair stringers at top and bottom of the run. 4) At openings around vent, pipes, and ducts at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. ' For additional requirements see IRC 302.11 Draftstops shall be installed in combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, so that the area of the concealed space does not exceed 1000 sq. ft. and shall divide the space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor/ceiling assemblies under the following circumstances: 1.Ceiling is suspended under the floor framing. 2.Floor framing is constructed of truss -type open -web or perforated members. Draftstopping materials shall not be less than 1/2 inch gypsum board, 3/8 inch wood structural panels or other approved materials adequately supported and installed parallel to the floor framing members. IRC R302.12 ADDITIONAL REQUIREMENTS Height verification shall be done by the applicant's agent/contractor and observed by the Building Inspector on site. The agent/contractor shall set up the equipment (transit/builders level), establish the datum point, and the point of average grade. These items must be consistent with the approved plans. If the proposed height of a building (as shown on the plans) is within 12 inches of the maximum height permitted for the zone, an elevation survey is required. An elevation survey consists of three components to be conducted by a licensed surveyor. 1) Prior to construction, the surveyor shall, establish average grade as specified in ECDC 21.40.030, and shall establish a reference datum point that -will be undisturbed and can be freely accessed. 2) The surveyor shall locate the elevation of the first floor prior to the City under -floor inspection. 3) A final letter of height confirmation shall be provided upon completion of the structure. A survey may be required prior to the foundation wall inspection if the Building Inspector is unable to verify setbacks. Lot line stakes should be in place at the time of the foundation inspection and established property pins should be made visible. RESUB Aug 04 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT o N Z 06 CNN � 4 �n o ; Q U C)rA o 'rA Q ♦' ';> W � '~ Q" w � aA o , UAL . C. J !S CN 1� �I I NAILING SCHEDULE NAILS SHALL NOT BE DRIVEN CLOSER TOGETHER THAN Yz THEIR LENGTH NOR CLOSER TO THE EDGE OF MEMBER THAN X THEIR LENGTH. NAILING NOT NOTED BELOW OR ON PLANS SHALL BE A MINIMUM OF 2 NAILS AT EACH CONTACT: 8d FOR 1 x MATERIAL and 16d FOR 2x MATERIAL. JOIST / RAFTER AT ALL BEARING —TOE 1 3 —10d JOIST / RAFTER TO SIDES of STUD ; 2 x 8 MEMBER OR SHALLOWER 3 -16d FOR EACH ADDITIONAL FOUR (4) INCHES OF DEPTH 1-16d DOUBLE JOISTS, RAFTERS, HEADERS 2 —16 d @ 12 "o.c. BLOCKING BETWEEN JOISTS/RAFTERS: TO JOIST/RAFTERS TOE NAIL EA SIDE,EA END 2 -10d TO JOIST/RAFTERS BEARINGS TOE NAIL, EA SIDE , " 2 —10d BLOCKING BETWEEN STUDS, TOE NAILS, EACH END 2 —10d BUILD-UP CORNER STUDS 16d @ 12" o.c. 2- SUBFLOOR TO JOIST/GIRDER, BLIND / FACE NAIL 16d @ 16" o.c. TOP PLATE / SOLE PLAE TO STUD, END NAIL 2 —16d @ 2 x 4 3-16d@2x6 TOE NAIL 4-8d DOUBLED STUDS, FACE NAIL 16d @ 12" o.c. DOUBLED TOP PLATES, FACE NAIL 2 -16d @ 16" o.c. TOP PLATES, LAPS (4'-0- MIN) FACE NAIL 12 -16d TOP PLATES, INTERSECTIONS, FACE NAIL 2-16d CONTINUOUS HEADER TO STUD, TOE NAIL 4 — 8d CEILING JOISTS- LAPS OVER PARTITIONS, FACE NAIL ---16d CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 -16d CEILING JOIST LEDGER -FACE NAIL TO STUDS 2x4 and 2x6 2-16d 2x8 andupto2x12 3-16d y LEDGER TO STUDS 2 x 8 MEMBER or SHALLOWER 3-16d FOR EACH ADDITIONAL 2 " 1-16d. SMOKE DETECTORS IRC 314 ALL NEW CONSTUCTION / REMODELS REQUIRING A PERMIT MUST INSTALL APPROVED UNITS. LOCATIONS: IN EACH SLEEPING ROOM OUTSIDE SLEEPING AREAS (HALL) ON EACH FLOOR —INCLUDING HABITABLE ATTICS/ BASEMENTS. GARAGE OPTIONAL, BUT RECOMMENDED. RANGE OF UNITS: ABOUT 15 FT. ALARM DEVISES INTERCONNECTED SO ALL ACTIVATED TOGETHER NEW CONSTRUCTION REQ. WIRED TOGETHER. REMODELS, ALTERATIONS, ADDITIONS: CAN BE BATTERY OPERATED. CARBON MONOXIDE ALARMS IRC 315.1 / RCW 19.27.530 I REQUIRED OUTSIDE SLEEPING AREAS IN HOMES WITH FUEL -FIRED APPLIANCES or ATTACHED GARAGES. ON ALL FLOORS. REQUIRED IN BEDROOMS WITH GAS FIRED APPLIANCES, LIKE FIREPLACE MUST BE HARD-WIRED/PLUG-IN NOT BATTERY. COMBO WITH SMOKE ALARMS: OK i PERMIT = INSTALLATION EXCEPTION: IF OWNER OCCUPIED BEFORE 7/26/2009. MUST INSTALL BEFORE SALE OF HOME. K-2.4 IZ• 15 E-10 ' DESIGN CRITERIA ------------ GENERAL CONSTRUCTION NOTES: E Q TRUSS NOTES WOOD CONSTRUCTION - ;" ; • - N RI STUD: 2x4, 2x6, 3x4, 3x6 HEM -FIR _ CONSTRUCTION TYPE: VB - ALL WORK MUST COMPLY WITH ALL -CURRENTLY ACCEPTED CODES. : " 00 � • STRESS ANALYSIS/DRAWINGS/DETAILS SHALL BE STAMPED BY AN SILL PLATE: 2x4, 2x6, 3x4, 3x6 HEM -FIR OCCUPANCY: R 3 2015 INTERNATIONAL BUILDING CODE (IBC) °n O APRROVED STATE OF WASHINGTON REGISTERED ENGINEER. POST/COLUMN 4 x DOUG FIR #1 SEISMIC DESIGN D 1 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) • PRE -MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY POST/COLUMN 6 x DOUG-FIR #1 WIND SPEED 85/110 MPH and ALL OTHER APPLICABLE MECHANICAL/SAFETY CODES. Z ,woo MANUFACTURERS STAMP JOISTS 2 x 8 to 2 x 12 HEM -FIR #2 EXPOSURE B / C • 2 • USE APPROVED / APPLICABLE RUSS SUPPORT HANGERS BEAMS/HEADERS 4 x6 to 4 x 12 HEM -FIR #1 SNOW LOAD 25 PSF 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO p . . • ALL ROOF TRUSSES SHALL BE SO FRAMED AND INTO THE FROST LINE DEPTH 18 INCHES THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS AND o c FRAMEWRK SO AS TO FORM AN NTEGRAL PART OF THE WHOLE GLU-LAM BEAMS (GLB): top fiber bott fiber stress Fc WINTER TEMP 17 degrees NOTES. w .c BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL -FITTED AND 24F-V4 1200psi 2400 psi ICE BARRIER REQ No 2. DIMENSIONS ARE TO FACE -OF -FRAMING. DO NOT SCALE z -: SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE 24 F-V8 2400 psi 2400 psi ANNUAL MEAN TEMP 49 degrees DRAWINGS. FIELD VERIFY BEFORE CONSTRUCTION or tA C4. ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL/ SWAY PARALLAMS (PSL) 2900psi 2900 psi 2900 psi, ASSUMED BEARING ORDERING SPECIFIC MATERIALS. 0 f BRACING SHALL BE USED. SOIL 2000 PSF 3. VERIFY EXISTING CONDITIONS, GRADES AND DIMENSIONS AT • ENGINEERING DATE /DETAILS SHALL BE APPROVED BY THE �� ROOF SHEATHING: 15/32 DOC PS-1/PS-2 APA RATED (AT NEW FOUNDATIONS) r, THE SITE. LOCATON OF BUILDING ON PROPERTY LIES WITH Q N i,n BUILDING OFFICIAL BEFORE ANY FIELD CUT OR TRUSS 32/16 SPAN RATING w/ EXPOSURE 1 GLUE. THE OWNER/CONTRACTOR. BUILDING PERIMETER AND FLOOR Ln � ; ALTERATION. SUB -FLOOR SHEATHING: % " DOC PS-1/PS-2 APA RATED GRAVITY LOADS ELEVATIONS SHALL BE ESTABLISHED. BUILDING SET BACKS • FIELD IDENTIFICATION OF LIGHT METAL PLATE -CONNECTED STURD-I-FLOOR 24 IN O.C. AND HEIGHT RESTRICTIONS COMPLIANCE SHALL BE VERIFIED TRUSSES IS REQUIRED. INFORMATION BRANDED, MARKED OR WITH EXP 1 GLUE. ROOF DEAD LOAD 15 psf BY CONTRACTOR. OTHERWISE PERMANENTLY AFFIXED TO EACH TRUSS SHALL WALL STURCURAL PANELS: SEE ENGINEERING FOR THICKNESS. ROOF LIVE LOAD 25 psf 4. LICENSED SURVEYOR SHALL VERIFY EXCAVATIONS/HEIGHTS IF'. CONTAIN THE FOLLOWING: FLOOR DEAD LOAD 15 psf REQUIRED/NEEDED. IDENTIFICATION OF TRUSS COMPANY • USE QUALITY WOOD MEMBERS WITH NO SPLITS, KNOTS - -FLOOR LIVE LOAD 40 psf - -. - 5. COMPETENT EXPERIENCED MECHANICAL ENGINEER, LICENSED _ THE DESIGN LOAD • METAL CLIPS, ETC TO BE SIMPSON STRONG TIE. NAILING PER BALCONY LIVE LOAD 60 psf CONTRACTOR OR PLUMBER SHALL DESIGN THE PLUMBING, W THE TRUSS SPACING. MANFACTURER. PARTITION LOADS 10 psf HEATING, VENTILATION, SPRINKLER AND AIR CONDITIONING - • SEE ENGINEERING NOTES FOR BOLTS. SYSTEMS. PERMITS FOR ALL WORK BEFORE BEGINNING. -- -, - i RETE SHALL BE PRESSURE 6. FURNACE & VWATERHEATERS: INSTALL PER WSEC IRC OR , . WSEC 2015 WASHINGTON STAVE` ENERGY CODE MARINE ZONE 4: WINDOWS (VERICAL) U.30 MIN SKYLIGHTS U. 50 CEILING R 49 (R 38 w/ RAISED HEEL/ Or STICK FRAMED) WOOD FRAME WALL R 21 FLOOR 0 R •� 8 BELOW GRADE WALL 10/15/21 int +TB SLAB ON GRADE R 10 R 10 CONTINUOUS UNDER HEATED SLAB. R 10 CONTINUOUS AROUND EXTERIOR 24 IN ATTIC DUCTS R 8 R-10 CONTNUOUS INSULATION ON EXTERIOR OF WALL or R-15 CONTINUOUS INSULATION ON THE INTERIOR OF WALL or R-21 CAVITY INSULATION PLUS THERMAL BREAK BETWEEN SLAB and BASEMENT WAL AT THE INTERIOR OF BASEMENT WALL. • 10/15/21/+ TB : R 10 CONT. INSUL ON THE EXTERIOR OF WALL or R 15 ON THE CONTINUSOUS INSULATION OF THE INTERIOR OF WA or R 21 CAVITY INSULATION +THERMAL BREAK BETWEEN SLAB - BASEMENT WALL AT INTERIOR OF BASEMENT WALL or R13 CAVITY INSULATION ON INTERIOR OF BASEMENT WALLS PLUS R 5 CONTINUOUS INSULATION ON INTERIOR/EXTERIOR OF WALL R 13 MEANS: R 10 CONT INSUL ON THE INTER/EXTER OF HOME or R 13 CAVITY INSUL AT THE INTER. OF BASEMENT WALL. • 10 / 13 MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR/EXTERIOR OF THE HOME or R 13 INSULATION AT THE INTERIOR OF THE BASEMENT WALL. • TB MEANS THERMAL BREAK BETWEEN FLOOR SLAB /BASEMENT WALL. BELOW GRADE INSULATION OPTIONS WSEC 2015 R 402.2.8 r r DRlPE 4jm_jTyr EVu. .. 14AT IZS, IZ 1 D' • ALL WOOD IN CONTACT WITH CONC LOCAL CODES, WHEN GAS APPLIANCES LOCATED IN GARAGES TREATED, PER AWPA STANDARDS FOR WESTERN SPECIES. BOLTS, - - ALL PILOTS, BURNERS, SWITCHES LOCATED A MIN, of 18 ' NUTS & SCREWS USED IN EXTERIOR APPLICATIONS/PRESSURE TRETED MATERIAL SHALL BE HOT -DIPPED GALANlZED (ASTM 2015 IBC INCHES ABOVE FINISHED FLOOR. PROVIDE SYSTEM FOR7P ' A153)OR STAINLESS STEEL. HOLD DOWN DIVICES COATED WITH 2O15 IRC ADEQUATE COMBUSTION AIR. SUCH APPLIANCES IN GARAGES TO BE PROTECTED FROM DAMAGE WITH BOLLARDS/BARRItRS. CORROSION PROTECTON PER ASTM A123. 2012 IMC ' 2012 IFC FIRE CODE 7. DUCT ALL FANS, VENTS, DRYER, RANGE HOODS TO OUT-5IDE. :.CONCRETE 2016 WSEC INSULATE IN UN -HEATED SPACES. CHAP. 17 COMPRESSION IN 28 DAYS SACK MIX : 2011 NAT ELEC CODE 8• KITCHEN VENT FANS OVER 399 CFM TO BE PROVIDED WITH MAKE-UP AIR AT APPROX. THE SAME EXHAUST AIR RATE. ` SLAB -ON -GRADE 3000 PSI WA STATE AMENDMENTS M 1503.4 (INTERIOR) 9. WHERE REQ ROOF/FOOTING DRAINS SHALL BE TIGHT -LINED SEPARATELY TO APPROVED DISPOSAL. STORM DRAINAGE SLAB -ON -GRADE 3000 PSI 5 Y CONTROL SHALL MEET THE REQ. OF THE ENGINEERING DEPT (EXTERIOR) STANDARD PLAN FOR THE JURISDICTION GOVERNING THE CONSTRUCTION SITE. BASEMENT WALL 2500 5 Y LL 10. PROVIDE FURRINGS, AS REQ TO CONCEAL MECHANICAL/ - ELECTRICAL WORK IN ALL FINISHED AREAS. OBSERVE CODES FOOTINGS 2500 5 % FOR FIRE BLOCKING, INSULATION FOR SITE. CONT, FOOTINGS 2500 5 Y 11. VERIFY TYPE, MANUFACTURER AND LOCATION OF ALL PLUMBING FIXTURES, FAUCETS, DOORS, WINDOWS, CABINETS., REBAR: HARDWARE, LIGHT 12. ING FIXTURES & APPLICANCES WITH OWNER PRIOR TO #4 OR LESS GRADE A&O Y PURCHASE / INSTALLATION. ; #5 OR GREATER GRADE 60 13. IN SEATTLE PROVIDE DEAD BOLT CATCH/ APPROVED LOCKING DEVICE PER SEATTLE BUILD. CODE. ' 14. OBSERVATION VISITS TO THE SITE BY DESIGNER/ DEFINITIONS REPRESENTATIVES SHALL NOT BE CONSTRUED AS INSPECTION - NOR APPROVAL OF CONSTRUCTION. - 15. ALL WORKERS ON -SITE SHALL BE KNOWN TO CONRACOR FOOTING: FOUNDATIONAL SUPPORT, USUALLY MASONRY. - AND THEIR SAFETY A FIRST PRIORITY. LIVE LOADS: LOADS PRODUCED BY USE/OCCUPANCY OF STRUCTURE. 16. WHEN IN DOUBT ... ASK! ! ! DEAD LOADS: WEIGHT OF ALL MATERIALS OF CONSTRUCTION INCORPORATED, INCLUDING FLOORS, ROOF, WALLS -- ETC. NOT FURNITURE. ; ROOF LIVE LOADS: DURING MAINTENTANCE THE LOAD PRODUCED BY WORKERS, EQUIPMENT, MATERIALS. FRAMING• SKELETON OF BUILDING INTERIOR & £XT . - ERIOR WALLS, FLOORS, ROOFS. PLATE: HORIZONTAL FRAMING MEMBER AT TOP/BOTTOM OF WALL STUDS. STUD: VERTICAL MEMBER OF FRAME -WALL, AT ENDS AND EVERY 16 OR 24 INCHES ON CENTER. JOIST: ONE OF A SERIES OF PARALLEL FRAMING MEMBERS THAT SUPPORT A FLOOR OR CEILING. - IBLE USE ' WHENEVER PO AMERICAN MADE RODUCTS IN YOUR CONSTRUCTI N PROJECT. KEEP OUR FELLOW ENS WORKING.'/• UST OF AMERICAN MA UFACTURERS AVAILABLE ON R UESI: RESU B CALL BEFORE YOUDIG: DIAL 811 ~ www.calgiifiW&6�dig.com OF EDMONDSo ' dig.com lZI &