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APPROVED BLD-BLD2020-1039+Architectural_Plan+10.6.2020_9.06.20_AMCity Of Edmonds Building Department Work WATER/INSECT REPAIR Address 710 CEDAR ST Owner RUDBACK Approved Date 10/24/2DQ020 D Building Official fret 4 OOOK / 144 Permit Number BLD2020-1039 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE 1�4��p..�-�- bra► ��-Ti�� � i ' _ � y� CITY OF EDMONDS — �UF-VE�( — 1 P 1—�� ^s BUILDING DIVISION APPROVED PLAN ptc' f,7S F—H "�Ppiwioof Am I$ ML,4L, aeklL CLO, �Peoa 10 " 06 t7 �. 7-15 E-20, Al I-. WT- r'avr-- pp.-Q D°Z-Z► aid- E4 Ui �/. '�+3 r.,� Lvw' �; wD a CIZ a poi boo, 0 y 5496 1 I I I REGISTERED rr/� a ARCHITECT ALBERT H. COHEN { STATE OF VQfAS4BGTtbN /0101 RECEIVE Oct 06 2020 CITY OF EDMONDS . DEVELOPMENT SERVICES DEPARTMENT t G E N E R A L N 0 T E S 1. Contractor shall verify all existing site conditions for compliance with plans and specifications, i.e., soil conditions, topography and setbacks. If applicable, the dimensions of existing structures & their structural and mechanical components shall be verified for compatibility and accuracy with the plans and specifications. This office shall be notified immediately of discrepancies, ambiguities or omissions in the plans prior to construction and fabrication or purchase of building components. 2. Written dimensions take precedence over drawing scale. 3. All workmanship, materials and installed products shall meet or exceed the accepted industry standards and shall meet or exceed the minimum requirements of the Uniform Building Code, state energy code, N.E.C., U.P.C., U.M.C. and all applicable local codes, which shall take precedence over notes, specifications & drawings. 4. Unless a professional survey accompanies the plans, the plot plan was drawn from general site landmarks and is not to be construed as a professional survey. The contractor shall take full responsibility for maintaining required zoning setbacks or shall, at his discretion, request the owner to provide a professional survey to determine setbacks and/or other zoning restrictions. 5. Contractor shall secure all necessary permits and inspections and shall notify this office, prior to construction, of any revisions or added requirements requested by the bldg. dept. 6. Contractor shall verify size and location of all required openings in floors, walls and roof with proposed mechanical, plumbing and electrical work. Pre -fabricated items to be handled and installed per manufacturer's recommendations. 2015 International G E N E•R A L C O N S T R U C T I O N Residential Code W.S.E.C. 1990 A. SITE CONDITIONS & SITE WORK 1. If soil conditions encountered upon excavation differ from the soil bearing capacity outlined under "Design Loads", or if excessive ground water is present, contact this office before p-`oceading. All footings shall extend to below frost line and shall bear on undisturbed, native soil. 2. Do not backfill until walls have been adequately braced or have been designed to resist lateral earth pressure. Backfill material shall be clean, permeable & free of organic materials. 3. Install 4" diam. PVC perforated perimeter drains (as required by site conditions) in 1 cu. ft. of drain gravel per lineal ft. & provide separate down spout and sealed surface drainage ar4.!or retention as required by local codes. B. CONCRETE 1. Center all post footings unless noted and provide 1" plinths at slabs or 8" plinths at exposed earth (6" if post is pressure treated). Provide 6" min. from sill plates to finished grade. Damp-proof basement foundation walls with 2 coats asphaltic emulsion,unless waterproofing is called for in the plans. C. REINFORCING 1. Install reinforcing per A.C.I. standard practice. Splice corner and continuous bars with a min, of 30 bar diameters. Minimum t:_r cover: exposure to weather 2", to earth 3", to other 1". 2. Embed anchor bolts a minimum of 7" unless otherwise noted.- 3. New footings shall not impose 'undesigned' loads on new or . existing basement or retaining walls. D..LUMBER & FRAMING 1 Framing um er: .D, to 19% moisture content, graded per Std. grading rules per W.C.L.I.B. or W.W.P.A. as applicable. Grade and species per framing plans, general notes and "Design Loads". 2. Sill plates, deck sub -structures, posts and beams exposed to weather and any wood in contact with concrete shall be pressure tientiad with an approved preservative per U.B.C. Std 25-12. Columns and posts shall -be framed to true end bearings with adequate anchors at top and bottom to assure against uplift an.:. displacement. Provide lateral support for beams, rafters and joists per U.B.C. 2506(h). Provide temporary bracing as required until all permanent connections and stiffeners are installed. 3. Provide minimum joist bearing of lj" on wood, 3" on concrete. 4. Multi 2x built-up beams shall be -spiked together. Unless noted, use 10d nails @ 12" o.c. staggered. 5. Solid block w/ 2x @ midpoint of studs over 10 ft., below. perpendicular bea-rin& partitions and between joists and rafters @ supp,:*rts. 6. Wood entering masonry or concrete shall have 1/2" net airspace at top, sides and end. 7. Double joists under parallel walls and partitions.' 8. Firestop and draftstop to cut off all concealed horizontal and vertical openings between floors, floor to attic, at-10' intervals horizontal behind wall furring, at top, bottom & sides of stairs. l 9..Glu-lam beams shall bear an A.I.T.C. inspection stamp and shall be "Architectural Appearance" grade where exposed to view. E. METAL CONNECTORS IRC table R602.3(1 711- W t , connectors shall be "Simpson" or an approved equiv. 2. c.:ame nailing shall comply with unless noted otherwise on framing plans or sh;arw*all schedule. -All nails shall be common wire nails. 3. ITre cut washers at b.,lted connections. Connectors exposed to weather shall be galvanized or have an approved coating. Roofing shall be fastened with corrosion -resistant fasteners. F, PLYWOOD & DIAPHRAM NAILING 1. Ali plywood for structural -uses shall conform and bear a grading stamp of the American Plywood Association, (A.P.A.). 2. Provide sheathing & nailing as follows UNLESS NOTED ON PLANS: Floor sheathing shall'be T&G 3/4" C-D INT-APA plywood with ext. glue, P.I. 32/16, glue to joists & nail 10d @ 6"o.c. edges, 10d @ 10" o.c. field. Roof sheathing shall be 1/2" C-D INT-APA plywood with exterior glue, P.I. 24/0, nail 8d @ 6" o.c. edges, 8d @ 12" o.c, field. G. VENTILATION & ACCESS 17 Ventilate crawl spaces and overhanging floors with screened openings not less than 1 sq.. ft. for each-150 sq. ft. of under floor area. Distribute openings approximately equally along the length of at least two opposite sides and cover with 1/4" corrosion -resistant wire mesh at crawl space openings. 2. Ventilate attic spaces with cross ventilation equal to 1/150th of the attic area, except.the area may be 1/300th, provided at least 50% of the required vent area is 3 ft. above eaves with 50% of the required vent area in the eaves. 3. Provide an accessible attic access panel, 22"k 30" min., when a clear height of 30" is present. 4. Provide 18"x24" crawl space access to under floor areas. H. SAFETY GLAZING 1. Tempered safety glass shall be installed in hazardous locations: Glazing subject to human impact, glazing in doors, glazing within 12" of a door, glazed areas >9 sq. ft. when less than 18" above a finish floor or walking surface and as described per U.B.C. 5406. I. ELECTRICAL 1. Electrical contractor shall evaluate & determine adequacy of existing and proposed electrical service & provide required circuits and amperage per N.E.C., state electrical code, state & local energy codes, and manufacturer's specifications for proposed products, appliances and equipment. i �F J. MECHANICAL 1. Warm air furnace or gas H.W.T. shall not be installed under stairs and shall have proper vents and outside combustion air. 2. Gas appliances in garage shall'be on an 18" high platform. 3. Air ducts penetrating garage to house separation shall be 26 gauge min. or shall -have approved dampers. Ducting shall meet U.M.C. Stds. and systems are to be balanced. Contractor shall provide mechanical ducting diagrams/shop drawings for Architect's review. 4. Bathrooms & laundry rooms shall have mechanical exhaust in rigid ducting to exterior, with a backdraft damper, capable of 5 air changes per hour or provide natural ventilation of > 1/20th floor area, 1-1/2 sq. ft. min. 5. Range hoods shall be ducted (rigid) to the exterior and sized appropriately for fan exhaust capability. K. PLUMBING 1. Plumbing contractor shall size all lines & vents per U.P.C. H.W. tanks shall be sized per industry standards. 2. Provide seismic straps & pressure relief valves at H.W. tanks. L. MOISTURE CONTROL 1. Showers shall have an approved, hard, smooth, & water-resistant surface to a height of 70" above drain inlet. 2. Provide W.P. board or glass mesh mortar units behind tile at shower surrounds. Tile showers with a site -built pan shall be filled & tested for leaks for 12 hrs. Provide mildew resistant caulk @ all tile accessories. M. TRUSSES 1. Pre -fabricated trusses shall be designed by a Washington State licensed structural engineer and in accordance with the plan req'mts. Submit complete shop drawings with engineer's seal, for approval, prior to fabrication. Trusses must be stamped by an approved manufacturer or by a quality control agency such as the Washington Wood Truss Fabricators Council. 2. Contractor shall verify exact spans prior to fabrication. 3. Approved hangers must be used at all connections of rafters, jacks, or hip trusses, to a main girder truss. Non -bearing partitions below trusses shall be held down and connected with Simpson STC fasteners. 4. Trusses shall be installed in accordance with the manuf. specs. N. SKYLIGHTS 1. Glazing shall be insulated, tempered glass (top), laminated glass (bottom) and a min. 7/32" thickness. 2. Provi_de a min. 4" curb, flashed & counter flashed at top & bottom, step flash sides...Unit shall have a condensation gutter at lower end. Flare skylight well to ceiling below, line with 1/2" G.W.B. 0. EMERGENCY EGRESS 1. Every sleeping room and basement shall have an exit door to the exterior or a minimum of one window which meets the following requirements: Maximum sill height of 44", net clear opening area of 5.7 sq. ft., min. clear height of 24", min. clear width of 20" and shall be operable from the inside without special tools.or'knowledge. P. SMOKE DETECTORS . 1. Smoke detectors conforming to U.B.C. std. 43-6 shall be installed per manufacturer's recommendations, mounted on the ceiling or wall centrally located in the corridor or area giving . access to each separate sleeping area. In structures with more than one story or with a basement, a detector shall be installed on each story and in the basement. In split level structures, provide detectors on upper level, unless sleeping rooms are located on lower level, then detectors are required on both levels. All detectors shall be audible in sleeping rooms. 2. Smoke detectors in new construction shall be direct wired to building power without a disconnect switch other than for overcurrent protection, others may be battery operated. Q. SECURITY 1. Provide security at entrance & garage doors with minimum 1/2" throw dead bolts. 2. Provide an observation. port @ 5-4" to 66" off floor at unglazed entry doors. R. GARAGE SEPARATION 1. Garage/dwelling separation shall consist of firetaped 5/8" G.W.B. type-X applied to all garage surfaces adjoining dwelling's living, attic and crawl spaces. 2. Structural supports for dwelling spaces, when in the garage, shall also be wrapped (including bearing walls, posts, joists and beams). 3. Air ducts penetrating the separation shall be 26 GA. or have approved dampers. 4. Doors from garage to dwelling shall be 1-3/8" min. solid core, tight fitting and self -closing. S. STAIRS & GUARDRAILS 1. Provide stairway width of 36" minimum, riser height of 8" max., tread length 9" min., and a 3/8" max. variation. 2. Stairways less than 44" in width may have one handrail unless both sides are open. 3. Rails shall be 34" to 38" off nosings & •spaced 1-1/2" min. off wall with a 1-1/2" to 2" diam. smooth grasp, and a newel or return at ends 4. Provide 6'-8" min•. clear headroom above stair nosings. 5. Provide guardrails for areas 30" above grade or adjacent floors, with a min. height of 36", and intermediate balusters or rails spaced so that a 6" sphere cannot pass through. 6. Enclosed usable space under stairs shall have 5/8" G.W.B. type-X, firetaped on walls and ceiling. T. BATH SAFETY 1. Hinged shower doors shall open outward and enclosures shall be fully tempered or laminated safety glass. Minimum thickness- 1/8" tempered, 1/4" laminated and meet U.B.C. std. 54-2. 2. Floor tile at showers and wet areas shall be skid -resistant. 3. Provide secure blocking for all -grab bars per plan, capable of supporting a 300// impact load. U. SOLID FUEL FACTORY -BUILT FIREPLACES STOVES & INSERTS 1. Units shall be U.L, listed, I.C.B.O. approved and installed per manufacturer's recommendations and required clearances. 2. Units shall have tight -fitting glass doors, readily accessible damper control, outside combustion air at front of fire box and a 3/8" thick (min.) non-combustible hearth extension which / is readily distinguishable from surrounding floor. (l 3. Provide chimney clearances and size per U.M.C. and W.A.B.O. standards for installation of solid fuel burning appliances. V. MASONRY FIREPLACES & CHIMNEYS 1. Chimney shall not support any structural weight other than its own unless so designed. 2. Provide an accessible damper control & outside combustion air. 3. Maximum temperatures, flue lining, flue sizing, termination height and clearances to combustibles shall comply with U.B.C. table 37-A and 37-B. 4. Seismic anchorage shall be provided for masonry chimneys at exterior walls per U.B.C. 3704 (c). 5. Clearance to combustible material: 2" from F.P. smoke chamber and chimney walls, 8" from F.P. opening, and combustible material within 12" of opening shall not project more than 1/8" per each inch of clearance from opening. 6. Hearth shall be 4" (min.) thick non-combustible material. Hearth extensions shall extend 16" from the front -of and 8" beyond the sides of the F.P. opening. If opening is greater than 6 sq. ft., the hearth extension shall extend 20" in front of and 12" beyond the sides of the opening. Hearth extension shall be readily distinguishable from surrounding floor. W. ENERGY NOTES 1. Exterior joints around windows & door frames, openings between walls & foundations, between walls & roof, & between wall panels; openings at penetrations of utility services through walls, roof and floors;. and other such openings in the building envelope, including access panels into unheated spaces, shall be sealed, caulked, gasketed or weather-stripped to limit air leakage. Weatherstrip exterior doors and doors adjoining unheated spaces. 2. Provide vapor barriers at heated side of insulated assemblies except at insulated walls with W.P. wall board and at shower ceilings. 3. Provide 6 mil. polyethylene ground cover at crawl spaces. Lap 12" min. and lap up foundation walls to height- of adj. exterior grade. 4. Insulate floors, walls and roof per plans. 5. Insulate hot air ducts in non -heated spaces per table 4-16. 6. Insulate 24" of perimeter of slabs at heated rooms with R-7rigi.d. 7. Insulate hot water pipes per table 4-17. 8. Provide 3 G.P.M. flow restrictors at showers. 9. Water Heaters shall meet ASHRAE Std. 90-A-80. 10. Elect. H.W.T. in non -heated spaces shall be placed on a non -compressible surface and the floor insulated to R-10. 11. HVAC equipment shall be sized to a minimum of 100% & maximum of 150% of the design load. Installing contractor shall provide sizing data and calcs. D E S I G N L O A D S 2015 International CODE-h-iferm gaiid!hng Bode Residential Code LIVE LOADS FLOOR: 40 psf, ROOF: 25 psf, STAIRS 100 psf, SEISMIC ZONE: 3, WIND: 80 mph, Exposure 4o SOIL Bearing capacity assumed at 2000 psf. Earth pressure assumed at 60 pcf equivalent fluid pressure for basement walls & 30 pcf for cantilever retaining walls. CONCRETE Minimum compressive strength: 2000 psi at 28 days. 5 sack cement per cu/yd, max. 6 gal. water per sack. Maximum slump 4", maximum aggregate size 1-1/2". Exterior slabs & walks to be air entrained (5%). REINF. STEEL ASTM A-615 grade 40 FRAMING LUMBER Plates & Sills HF #3. Studs HF 'stud' Joists & Rafters HF #2 unless noted Posts, Beams & Headers DF #1 unless noted Glu-Lam Beams (A.I.T.C.) 24F-V3 Deck Joists P.T. HF #2 Deck Beams P.T. HF #1 bee•1---GR 40 METAL CONNECTORS 'Simpson' or I.C.B.O. approved equivalent. PROJECT DATA Owner: NArA+j "pg.A644, Address: 7) D ADM v � ice, WA °! 802� Phone: -7 7 5 - 5170 A 13 B R-E_V I A T I 0 N S - GENERAL CONSTRUCTION ABV. above HDR. header ADJ. adjacent H.B. hose bib BD. board HT. height BLK'G blocking H.L. heat lamp BM. beam H.W.T. hot water tank CANT. cantilever INT. interior C.B. carriage bolt LAN. laminated CDR. cedar LIN. lineal C.F.M. cu.ft. p/minute L.P.O. locate p/owner C.J. ceiling joist MAX. maximum 8L. ceiling line M.B. machine bolt L center line MIN. minimum CLR clear N.I.C. not in contract C.O. clean out N.T.S. not to scale COM. common O.A. overall COMP, composition O.C. on center CONC. concrete O.H. over hang CONT. continuous P.T. pressure treated C.T. cook top P.B.O. provided by owner D.B. dead bolt R. riser DIAM. diameter R.EX. reinstall exist DNV. downvent RELOC. relocate E.S.M. elec. meter REM. remove existing E.S.P. elec. panel REQ'D required E.S. each side R.D. rigid duct E.W. each way R&S rod & shelf EX. existing R.O. rough opening EXP. exposed R.S. rough sawn EXT. exterior S.C. solid core F.I.D. fill in door S.G.D. sliding gl. door F.I.W., fill in window S.L. skylight FIN, finish S.W. shearwall F.J. floor joist T.U.L. temp, upper lite F.F.L. fin. floor line T.S.G. temp. safety gl. F.O.S. face of studs T.PL. top plate line F.P. fire place T.W. to weather FTG. footing T.L. tight line GFIC ground fault TYP, typical interupt circuit T&G tongue & groove G.I. galvanized iron V.B. vapor barrier G.L.B. glu-lam beam V.G. vertical grain GL. glass/glazing V.T.O. vent to outside G.W.B. gypsum wall bd. W.I. wrougt iron H.D. hold down W.P. water .proof A B B R E V I A T I O N S - CABS & ACCESSORIES MISC. DESIGNATIONS CAB. DESIGNATIONS WxHxD I A.S. adjustable shelf AG_ Appliance garage B.S. back splash B Base cab/1 drawer B.Bar breakfast bar BH Base high/no drawer . C.T. cook top BC Base corner DNV, down vent duct BD Base drawers G.D. garbage disposal SB Sink base L.S. lazy susan RB Range base R.O.S. roll out shelf W Wall cab T.O.T. tilt out tray WC Wall corner cab T.P. toilet paper HC Hood cab T.B. towel bar OC Oven cab T.R. trim kit MC Microwave cab .P A-M 6 County Tax I.D.:. 4846 - Jurisdiction: C Mf VDHO-OP5 PROJECT TYPE: LEGAL DESCRIPTION: Construction:: V-N �`� 3 - 3 4-LaGIGt 17LA vl' e9mv.JDS �/01, Z Occupancy: R-3 p�. *Z. Zoning: 'J- 40 4� 15 GvU FJ'(`T 1 PROJECT SQUARE FOOTAGE: Level Exist New Basem't 530 •.0 1st Fl. 2nd Fl. ©EMO 3rrd�F . "" G G& e +0 0 �- S Deck 3 'J` ! 3_ S �► i 0-7 1.5 (TO 11foRT sD 111.,5P� W GRAND TOTAL 27 3. 7S ,�> 4, 1 TWTr`L]'P rAT ('. Reference Datum EL 490 Daturn Location MAIll) rL41,y°- L,10 Average Grade EL `111. ,75 Max. Height Limit 2 Height Limit EL �� 7 �✓' Proposed Height EL LOT COVERAGE: Lot area: 5/014- Sq. Ft. D' Gist New House: aq 1, Deck: Garage (S* OT7 Eaves: Addition(s): 411, -ram TOTAL _ 15 (07, 5- = 28 % ENERGY DATA: Code N.WW E� • q,El�' I� COMPLIANCE METHOD: Chapter Ex. Heat System: E1.El�F- ew Heat System: EI.L%et�r�j15G , lazing Type kylightss- PJ$Lo A4.,/ 4JweAP, ALUM `rr 15 liding Gl. Doors: w 1�A Swinging Doors: WAG P, d•o L., indows : V10-(l. Sg=N N, 1 �-* AAPTEa• S CAW: Cs AITAt-H EP) Bated Floor ea: Exist Sq. Ft. New Maximum Max' Area of G1 Ing: Exis Glazed ea: Pr osed New G �ing: Proposed Gl ing TOTAL Ft. '10 G E N E R A L S Y M B O L L E G E N D OWINDOW & DOOR I.D. 0 EXIST'G WALL TO REMAIN OI_ _ GENERAL NOTE I.D. REMOVE EXIST'G WALL NEW WALL OR PARTITION ELEVATIONS-9- GUARDRAIL code page ® SECTION MASONRY CONCRETE L� FLOOR FINISH I.D. STRUCTURAL POST --- STRUCTURAL BEAM/HDR O CABINET I.D. JDECEIVED AREVISION S.D. 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STREET m SUITE 6 mEDMONDS; WASHINGTON 98020 v [2061.776-7373 O M <" o M m -S� m - 0 , 0 '000 m " m C:) cy) M A . Ko ZMO p < z m N) C) M U)o Z, A e, a flA4 ALBERT H. COHEN DEsiGr%i COMPANYP.s. RESIDEN"rIAL ARCHITECTURE 1330 OAYTON STREET ■ S.UITE 3 EOMONOS, WASHINGTON SaOPRO ■ (2061 776-73731 it Ipm rAt,04 e:x 6,FAwL4�-r 8 wm'i- AJP.PVAH a;-f op Tyr 2b rLaof-) r--ilIJA.A, �j�U v - Nov►/ �►�. Al 4 2*u r,1' f'J�J'/, w (--m iJ WIL. 14�G, w e-7.- 410 , �%V 7 flu A-V- IS e KHo'a? 44, "10-141:�P oIJ ovo QTY�°,�� ++ ��f e Co ae Mom. — �0�E �4 0 �G H IJ 111a4 4-/ ��w Wo J r�1��,�i. �°, w u. - spay Gv� N�11,�, �iJo o Plo� I �jci D t v7.i O \ITT �A A�JG► � � -2Z � � ,;r�, �1 m Ivil 4' 4 rW. FvpHeTw�� �rti?r � � � 2x4--p1° �L —z s k �►� w�Gre�1 � l.� P J L-X�' 6 ` -fr, Wo~� /kh-o CIA � L r dew IW'e' wn ' 2x��1U1a5 �•� G IZlo�- �LX 'Xt$Iojvt51-6 M � I111 T7 � S -� dam• �Nr�� hl 17 � ��-- I RECEIVED Oct 06 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0-co (D C)o QN Q. 0 F- zN —� Wa) Q Qo z z z Q a �18 z°. a2 1 po `` cc V U' w! W� F- Z 1- oEl U II �. 0 I mo J 0 Q (mTl 12'j SIC l J s�.ti I R ld �K ro�,A �F I JaJ P_ r \ 6EYaJn. rulIN '�+Jblx� v "t 2jc105 x + 5 _ `. -ryrl4-kt r-�f AW�P-'�f (�) Zw�4, 4fh `Tb _3g �r 0r A 15 iA-t� elo,-i r. o ►rid u�� 5 6, Px U0 I �JA 6,ix V*o CL �PLOI --= �I �►�1�., -� r-t�-T�.�I EX ���`I�., I X(We � Idej Ull a R,;f-0AiVlNej �5 _ �Li�jC..��IE��►�+I� WIM rg,-,Pv M V-H p9A-tJr— /q� vi16, ru1411Ev (� -:�po w/ I I'AlP12f*o* A-5 RECEIVED Oct 06 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Yl 04,N �(� o 6, J— E�T wA-tL ljL,4,n",J Jai.. r/'clellrlar l -f-TT K. ua y� N,k✓C.G. I�-rlef�'IEbIA°rE ��AM�r1l� t e-v_ F-' 30 f. 111, SI -1� ✓wiFY I e,,o -7, +7 ,� �A ? eA RECEIVED Oct M 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W (� W � F N J Q ■ Z u O z W O W ' 11 wz Q a d z 0 I W Z . (D lu Jul v . � I Z,W = W Ij - =o z CQ w0 10 Q T i �. Z I VJ N � 0 f ozr__ E L E C T R I CAL/ ME C H LIGHTING S Y M B 0 L S $ SWITCH ELEC. SERV. PANEL SURFACE LIGHT E.S.M. electric service meter L.P.O. locate per owner E.S.P. electric service panel V.T.O. vent to outside $�' 3 WAY SWITCH -J=L ELECTRIC METER WALL MT. LIGHT U.G. underground W.S.L. water service line E.W.H. elect. wall heater H.B. hose bib $P DIMMER SWITCH 0 SMOKE DETECTOR RECESSED LIGHT E.B.B. elect. base board -C.A.R. cold air return ST TIMER SWITCH EXHAUST FAN FLUORESCENT Fx S EXIST'G SWITCH TV JACK TRACK LIGHT =E)= DUPLEX OUTLET DOOR BELL/CHIME PCO PULL CHAIN LIGHT HALF SWITCHED PHONE JACK FiTl GAS METER SPECIAL APPLIANCE THERMOSTAT FO(o FLOOR DRAIN O FLOOR OUTLET HEAT REGISTER 11=00F CLEAN OUT 220v OUTLET ELECTRIC BASE BD H"-F— HOSE BIB RECEIVED Oct 06 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT - TF_ IM Ctf ICU all • L-1 L11 C3 9.3 Z Cr j L In 0 I jc'! L 5w- 3 ? } N v L b b IJ 5 TH r: IJ I A;5, WALL) F� wA-t,1.5 _ ! �' 1. ov F, TO 2 ►�� �,a Contractor IContractor to compare requirements of IRC Table R602.3(3) against original I Shearwall Schedule and follow more conservative/restrictive requirements. . TABLE R602.3(3 REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRES LIRE ar n, � ULTIMATE DESIGN MINIMUM NAIL MINIMUM MINIMUM MAXIMUM PANEL NAIL SPACING WIND SPEED 11uit WOOD NOMINAL (Mph) STRUCTURAL PANEL WALL STUD SPACING Wind exposure Penetration PANEL PANEL SPAN THICKNESS Field Size (inches) category (inches} RATING (inches) (inches o.c.) (inches o.c.) IS C D 6d Common 1.5 24iO .8 16 6 12 140 115 110 8d Common 16 6 12 170 140 135 1.75 24} 16 7116 (2.5 0.131) 24 6 12 140 111 110 For 51: 1 inch = 25.4 mrn, 1 mile per hour = 0.447 m/s_ a_ Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with pane strength am is perpendicular to supports. b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. Lateral bracing requirements shall be ;r accordance with Section R6K.1 D. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an kernatetD panelswith a 24/0 span rating. Plywood siding rated 16 o.c_ or 24 o.c. shall be permitted as an altemateto panels with a 2416 span rating_ Wa1l-16 and Plywood siding 16o.c. shall be used with studs spaced not morethan 16 inches on center. G sS IIJ�Hp IATf- � �r BEM' r molly parabolts to exist.fndt: S H E A R W A L L S C H E D U L E PLYWOOD NAILING ANCHOR BOLTS CONNECTION TO SILL PLATE OF BOTTOM PLATE AT SHEET AT INTERM MARK SHEATHING AT FOUNDATION TO BLKG OR TOP EDGES FRG MBRS LEVEL PLATE BELOW SW-1 1/2" CDX 10d @ 6" 10d @ 12" 3/4"0 @ 48"o.c. A35F @ 16"o.c. (279plf) ONE FACE 2x SILL PL 2x BOT PL SW-2 1/2" CDX 10d @ 3" 10d @ 12" 3/4"0 @ 36"o.c. A35F @ 12"o.c. (546plf) ONE FACE 3x SILL PL 3x BOT PL SW-3 1/2" CDX 10d @ 3" 10d @ 12" 3/4"0 @ 18"o.c. A35F @ 6"o.c. (1092plf BOTH FACES 3x SILL PL 3x BOT PL 1. SHEAR WALL, SCHEDULE SHEAR VALUES ARE, BASED UPON USING HEMFIR #2 STUDS, TOP AND BOTTOM PLATES AND BLOCKING, EXCEPT EXISTING STUDS ASSUMED TO BE DOUG FIR FRAMING. ALL PLYWOOD SHEET EDGES SHALL BE BACKED WITH 2x OR WIDER FRAMING. PLYWOOD SHEETS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 2. FRAMING SIZE TYPICALLY SHALL BE 2x NOMINAL. EXCEPTION: WHENEVER PLYWOOD NAIL SPACING IS 3"o.c. OR CLOSER, FRAMING SIZE SHALL BE 3x NOMINAL OR WIDER, & NAILS SHALL BE STAGGERED TO HELP PREVENT SPLITTING OF WOOD STUDS AND PLATES). WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND FRAMING SHALL BE 3x NOMINAL OR WIDER. (NOTE: WHERE 3X FRAMING DOES NOT OCCUR AT EXISTING WALLS, 2X MEMBERS MAY BE NAILED TO EXISTING MEMBERS WITH 16d @ 6"o.c.; PLYWOOD NAILING SHALL BE STAGGERED WITH ADJACENT NAILS ALTERNATING BETWEEN NEW AND EXISTING MEMBERS. )r'""""""E' E' "■ I2015 IRC R602� 3(1 1 - 3. NAILING CRITERIA BASED ON U.B.G. TABLE 2mlmlmlm5 K lm' FOR CDX PLYWOOD AND HEMFIR FRAMING. WIRE STAPLES MAY BE SUBSTITUTED WITH PRIOR WRITTEN APPROVAL. 4. SIMPSON HOLDOWNS ARE REQUIRED AT THE ENDS OF MANY SHEAR WALLS. REFER TO THE HOLDOWN SCHEDULE FOR SIZE OF HOLDOWN, EMBEDDED BOLTS, SIZE OF WOOD MEMBER, AND BOLTS TO WOOD MEMBER. HOLDOWNS ARE SPECIFIED ON THE FRAMING PLANS AT THEIR SPECIFIC {OCATION AT THE LEVEL SHOWN. IF HOLDOWNS ARE REQUIRED AT A LEVEL ABOVE THE FOUNDATIONAL LEVEL, PROVIDE SAME HOLDOWNS ABOVE AND BELOW THE FLOOR FRAMING AT THAT LEVEL, OR AN EQUIVALENT SIMPSON STRAP SUBSTITUTE. 5. ANCHOR BOLTS IN EXISTING CONCRETE SHALL BE EXPANSION TYPE HILTI -"KWIK-BOLT" (ICBO #2156) OR APPROVED EQUAL. EMBEDMENT INTO CONCRETE OR C.'M.U. SHALL. BE 4" MINIMUM.AND PLACED IN THE CENTER OF THE WALL. (� . `% �O�t+,� "7►J�,a�'I orb {� L.,�t� Rio �I �J I '\ H 04�) '!�p a e- r> d L' E, - PAPT rq' r NoLb '�'T-A . P N (H P5) �/glt x III -A307 h f, E�, -.;;,Ize 19er- 6" eP U LE S �1�4ri�t _ _ - lj DAL �� 1 ��'D �D�''�b• _ _ _ . _ __ _ - _ _ CI''I UL-tt06r2b CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ram• U U.1 .. Q O z o i N ILL, o o rn u z` �r Lf 3 4 I z o 4 z oL .0: a Ll S Zi"I ,s LU 93 c� i LU f V c,� ► i o � {� o� �.: JI � I re I I r' � I 1 LA-Z H EAf, wMA tl - 9AP HDA HOLD OHMS I o MATERIAL DIMENSIONS FASTENERS MAXIMUM ALLOWABLE LOADS1,2 MODEL NO. BASE BODY HB5 SB W6,7 -H B SO CL CONC. ANCHOR11,12 STUDa BOLTS AVG ULT LENGTH OF BOLTS IN WOOD MEMBER DIA EMBEDMENTe 20009 30001, t1/2 2 2�/2 3 39/2 5�/2 HDA HOLDOWNS HD2A 7 a. 12 ga.1 41/2 21/2 21/2 1 8 25/8 1/4 11/2 5/8 1 1 2-5/8 112150119701258513035132701 33001 3315 HD56 _ 3 ga. 10 ga. 51/a 3 33hs 93/a 31!z V2 2Vis1 3/4 1 14 1 11-1 2-3/4 12076712370 3135 3850 4385 4670 4770 HD2 HOLDOWN MT. AT W-C CA 1OLDOR I it SST OR DBL. 2 x D 1- OL-G1�JIIN PW ® END � WALL �G{aRD, F orj R►i�i��iSTCTI'PiGA-L� STWHASTRAP TAKES Strap ties are used where plates or soles are cut, at wall intersections, and as ridge ties and truss plates. New—LSTA & MSTA straps are engineered for use on 11/2" members. The 3" center -to -center nail spacing is designed to reduce the possibility of splitting. FINISH: HST —Simpson gray paint; all others —Galvanized INSTALLATION: ■ Use all specified fasteners. See General Notes. OPTIONS AVAILABLE: - Special sizes can be made to order. CODE NUMBER: BOCA, ICBO, and SBCCI No. NER-413, except LSTA and MSTA. MODEL NO. MATL DIMENSIONS FASTENERS (TOTAL) ALLOWABLEI LOADS W I L NAILS BOLTS NAILS BOLTS2 ST292 20 ga. 21/16 95/16 12-16d — 805 — ST2122 20 ga. 21/16 1213/16 16-16d — 1070 — ST2115 20 ga. 3/4 165/16 10-16d — 450 ST2215 20 a. 21/16 165/16 20-16d — 1210 — ST6215 16 ga. 21/16 165/16 20-16d — 1340 — ST6224 16 ga. 21/16 235/16 28-16d — 1875 — ST6236 14 aa. 21/16 3313/16 40-16d — 2475 LSTA9 20 a. 11/4 9 6-1Od 350 LSTA12 20 a. 11/4 12 810d — 470 — LSTA15 20 a. 11A 15 10-10d — 590 LSTA18 20 ga. 11/4 18 12-1Od — 705 LSTA21 20 a. 11A 21 14-10d 820 LSTA24 20 ga. 11/4 24 16-10d 940 LSTA30 18 ga. 11A 30 20-10d — 1175 LSTA36 18 ga. 11/4 36 1 24-1Od 1250 ST9 16 ga. 1 1/4 9 1 8-16d I — 540 V1 _ v'5�A &Klo � EA , ►� Ho' sca V LSTA RECEIVED Oct 06 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT