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SEE REV1 APPROVED BLD ENG PLN_RESUB BLD2021-1561 2-Architectural_Plan+1.31.20226H#A•fit 111k jl'AJ51- V� �' iti'-1 Ad+4 I '12 �I�I-i Y ! •-�► i �6411- rL�14 ..........._ — I 6� �21.�1b ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE 0 r; OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY I� `'f UTILITIES MAY REQUIRE A SEPERATE PERMIT. �j �A, `✓3'►t M ! LEGEND: _ ` SITE DATA Cl lent name and address: Robert Boehlke and Jason Naki 19301 Olympic View Drive Indicates existing bearing and non bearing walls to remain 4 _ Edmonds WA. 98 020 (425)67.2-1903 — — - Indicates existing bearing and non -bearing walls to be removed. - o Tax identification number: 00434600008501 ., = - �7Mll�1Ga -�-:. Indicates new2 x 4 @ 16" toc stud wall 2 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. a D AOO - Legal description: ere- ..`�,,. a .r '� � � ° ► _ � I j `►' ,I 4 � Zone: RS-12 =��-�-• Indicates new 2 x 6 @ 16 o.c. stud walls HLot size: �Z i Ji, Lot Slope +/-18% existing building pad +/-3% + _�__ r'� , I ,BATH I Indicates existing room unchanged A gl i y �. t o 77 v y.r +� ° u:) t-1"�(� ?�(P►2t rt �1 i I S� - - t ; 10, Q,N f 1i 0 a K ITCI-EN Project description: Main Floor remodel within the existing house footprint. Addition of Indicates remodeled rooms APPROVED BY PLANNING N I N G 473s.f. habitable within existing Gara e. Add a carport 250s.f. add adeck 138s.f. �...._..�...� _.... _ ` 1 II I SING " -� Indicates new rooms g�- � A Lot Coverage: Allowed 35 /o ► _ _ _ , ' f Feb 10 2022 g = ' # Actual = (E) House (1960) 2066s.f. V l lr- -- Floor material change. New Ca ort/Deck r4R' d It G►� 4 5 (' Z rp 1 V Total RS-12 v_S.F 23. Z °l•� `, 10, �` i _ -•-- 1 � •p _ I,J L U.I�.O, Unless noted otherwise Zone Corner N Flag N Impervious surfaces: Pre 1977 i J1 _�:�I� '�/ j •�i I' I g Setbacks: Required * Actual (E) house with roof line (1960)= 2526s.f. Typical (E )Easement(1960) A6,f �I' l io�e3 `j 2Oa a y — dui �`„N• ! i m/ 1 -',' Front 25' . W = 28' (E) driveway & patio (1960)= ` ` t`� �� !�I ;► Existing N = 15.5' (includes location of new carport) -�I' (�I�`.�;� 10, Pre-1977 total Cl Side *S = 14' 17 k/ l': Finish grade ** _ F Pre total E - 5 Rear 25' New carport 364s.f.with overhang, �p, 1`,'.li_ I'Irks ji1.G vt��> i I :r I Finish Fl------------ oor R-�hv o y MY°I t� - _%ia 4� Lev �i 4, �tl ��� 1'�-(�7Y✓ I✓` .olt( i -� '.R= A Other 5�� �'ltil�� c�i GvN(' l ' -- v -` t � o ----- r� �,�,� �I�� I ` ``• Center line N' 15' 11.5 Height - reosed Pro laced ��$ (,. y p,�� 2 �✓ 5, " - - �. NO CHANGE TO HEIGHT OF EXISTING RESIDENC - P p_1M�v� P plate ** T� TO * SETBACK FROM ACCESS EASEMENT. REAR SETBACK MAY BE REDUCED TO A MINIMUM OLMPIC VIEW DRR-- --"� OF 5' FOR DETACHED ACCESSORY BUILDING: ENGINEERINGDIVISION Impervious Surface % allowed 45% _ Post 1977- current total��_`! APPROVED AS NOTED 156'Z V APll�- Total C2 , ✓ % Of- A ffILO90 �62UA .. 02/16/2022 Height Calculation: /ii�ttwt� Ffnfj: ***No stormwater management A= 158.00' SITE PLAN system required at this time. If new B= 158.00' _ r C= 156.00' - -- - and replaced impervious surfaces _ ..e...__........ _ _, ,,- _4._ 1 1 A th ft or greater a equals 2000sg ��..�1 - 1 628.00'/4=157.00' average grade G (,V /!LJ H, ��F�� •�` ` EXHIBIT A stormwater management system is *** Max. height allowed = 182.00' required per City Standards. Actual he -.374�e 17 :: existing ridge) _-. SITE AND ROOF NOTES: The land referred to is situated in the County of Snohomish, City of Edmonds,, State of t New Carport 1 l'-6" above average gra e n - - 1�! ,/! - Washington, and is described as follows: Consultants +' " +/-1:12 pitch roof verify, TPO membrane roof install per manufactures Tract(s) 85, EDMONDS SEA VIEW TRACTS, according to the Plat thereof recorded in Volume .3 , Architect: Aspects Architectural and Development Services Inc specifications. Provide flashing at edges. of Plats, Pages) 76, records of Snohomish County, Washington. 15617 37th Ave. N.E. Lake Forest Park, WA. 98155 2. Shaded area indicates new carport 250s.f over existing concrete driveway SITUATE in the County of Snohomish, State of Washington (206) 363-8805 and new deck 138s.fContact Jim Musar ABBREVIATEO LEGAL Add new skylights. Engineer: Bykonen Carter Quinn Tracts) 85, EDMONDS SEA VIEW TRACTS, Val., 3; Pg. 76 2033 6'' Ave #995 � Tie downspouts into existing storm drain system. Less than 1500 s.f. Tax Acct. No. 004346-000-085-01 Seattle, WA.. 98121 (206)264-7784 502s.f of new/replaced impervious, no mitigation required. contact Nick Carter New Carport overhang Contractor: Cutting Edge Construction Today LLC 0 Tree retention: All tree t r 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 Cenforcement action. F �!s �lJ� W ���. � 1�11 ��► ���l F I IZ�21 04i vq cr CG) L1.�Y� I City Of Edmonds Building Department Work REMODEL, CARPORT ADDITION, DECK Address 19301 OLYMPIC VIEW DR Owner BOEHLKE Approved Date 02/17/2022 Building Official Erg C 4*' Q Permit Number BLD2021-1561 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED 'CANS MUST BE ON JOB SITE 2818 N.E. 178 Street Lake Forest Park, WA.98155 LL�� I0K4,1- AV M4I4fAII ALt,er14--� 6- rl'- A- (,�'A1", A40r-'Vh-1�Oro �r kt��r'I ��4 (206)362-8507� "`>'� j'� F�s�'� �✓''�/all ✓�%r4 0►/h IL�1� /��L'�'' I''( �►-1 k �� Lic. # CUTTIECOOOOJ `�r �✓ Contact Doug Terrel - --. - ENERGY NOTES. AA 1. The house remodel will comply with Prescriptive Path via Table R402.1.1 N I f P�4 k Iqv 0 of the 2018 Washington State Energy Code. (473s.f. habitable addition L ✓I, ,� *Vt' 15 Ar 2 .5-04 " 141 0 it., 4y�, y,,� I M P yt .V l within the existing garage footprint) If W I I,•L r�� Lvvv I� I,� i�l� r)�hitr Ill �Iq � eVLI �Yl�sf/a � / 2 All new windows/doors to be U=.30 max. c I ,✓I3. Provide R-30 Batt insulation in platform floor at existing garage l`� ri EMI- Y I ii$ ltl� conversion to habitable space, Place vapor barrier to' heated side typical. } loy p td � ��, ►, It�,� ;, t ! #, � �, L 114 J Infill min. R-2I batt insulation @ exterior walls vapor barrier to heated side typical. Where matching existing 2x4 walls use R-16 batt insulation. 6 f f /�; 1' �v ' 'r : �►I.t� NI c,� i�'� (�) �� ✓ �� �uliLl ��c. iti 4 V 5 Mid, p� - 24 F (�7U 1,.1Y !r� tip✓ �..�,,�A� ij }/Lo/j 5. 50 CFM at bathrooms/laundry room fan Addition less than SOOs.f no new �,�� (.,� � I A• �5 . y � r� /�1L�3 � VI��I ( whole house fan required. If new Kitchen Fan required min. IOOCFM max. 400CFM 9 r,,�,,rf ` � � y.,I /ll� L 2)I� l 1��`�nl-��.fi �j '(� i j l�i�ii l•� � ti!� i.,.� b+'f '{�,G- j� ft`�y� �I/lil o✓l/ "(�`� 5 4� 0rJ 6. New Heat pump for house and 473s.f addition. s r�l,� �.�-S ��r� r� r°t 1=�� ��. M i�A.+•i� � 1=� !� � � ��3� ,�L� a � ���,� �t 0� e4 V ., _-�m -.�� 7. Table 406.2 energy credit 1.5 points CLEAR PLASTIC COVERING STOCKPILES E1.20 FILTER. FENCE ANCHOR MMIS WIN STAKES '• STRAW WATTLE r . IV MAX SOIL BERM UT'u I= P.. KTR FANG MAIM W UK - \ STRAW BAIES Att.1W ,MFAusNu wwn'N'ia°SalAon • m II II r>,YE14,• SW FANC 0 NW. - CONVEY RUNOFF TO APPROM LOCATION. I I I I InnwL-T'W Six tow" CUT SLO BURY SHEETNC IN 4 NB WOGHTs VAIN STAKES X 6 IN. TRENCH A 1n I -IL — _ _. _ IL � Rini IF RASIML N r X it .. MINIMUM 6 FT. SE BAC WASHED P OF CONVEY RUNOFF TO VIIICN FROM TOP OF 10' MAX I I L B -O• _� I raa rrRc wiaeAL SLOPE. BFT. . LL APPROVED LOCATION. I I I I ]f1—�- u u- t WM AMU SILT FDKE S= V AE SAIX:LL'AIM MIN SON NAWft MWE AT 11E END W fW CA CITMa SAWLL M MIN AND i PROMOE ENERGY DISSIPATION AT TOE YMEN NEEDED. 10• MAX FFAWX1NON!Wli OF s , IK tea TOE N S EEWNC N 4 IN. X 6 N. TRENCH A' S MN. MINIMUM Or 3 FT. SETBACK FROM BOTTOM OF SLOPE. BACKFU VAIN WASHED ROCK .. CONVEY RUNOFF To APPROVED LOCATKN. REASON: DIS PRM TUIBED AREASTHATCANATE NOT BE COWRED EROSION BY MCHINC k YATONTECTION TO SLOPES O SYMBOL:• REASON: DURING CONsmuCT°ETM.."To DEECCRAEAE VRO IYY OF SHEETROWS SHUT ROW coI6XTHONs FROM DISTURBED AREAS SYMBOL: O 5.4E111cient Hot Water Electric Heat Pump Water heater meeting Tier 1 of NEEA's advanced water heater specifications. Rheem ProTerraHybrid PROPH5OT2RH375-15 or equal = 1.5 points 8. Plumbing fixtures required max. flow Tank -type toilets 1.6gpf/6.01pf Shower heads 2.5 gpm/9.51pm Lavatory faucets 2.5gpm/9.51pm 9 Each dwelling unit is required to have at least one programmable thermostat for the regulation of temperature. R E s U B 10 Minimum of 75% of all installed luminaries shall be high efficacy Feb 01 2022 luminaries. All exterior lighting shall be high efficacy luminaries. CITY OF EDMONDS - . DEVELOPMENT SERVICES -- DEPARTMENT REVISIONS DY /�\ 1 4 2v JH A r17 W4- _� I se,.27,, ml UJ w Wcc �- z cc ac CO U_ uio 4 to E3� 6n � gman 1q Ste m° �< p U Date Scale Drawn J��( Job Sheot Of Sheets DEMOLITION NOTES: 1 Dotted lines me icate Wfs,win ows, ca inets an fixtures to be removed S and protect during construction. 2 Follow all OSHA, and required City safety regulations. 3 Properly dispose of all construction debris recycle. M.B DRM LAU, RM 80RM 2 3ATH I ( 1 �Or RI)RM 3 --— ---- PANTRY I r r - 0 LIVING RM E RM ' ENTRY ..DIN KITCHEN (E) MAIN/DEMOLITION PLAN POWER PLAN LEGEND: ® Indicates recessed compact florescent or LED fixtures 4% 6" typ. Indicates wall mounted light 1 Indicates pendant fixture - Indicates Ceiling mounted fixtures Indicates Ceiling mounted fixtures with fan,' -.. } Indicates LED track lighting ------ Indicates LED under counter lights switched, located in built-in's and ; under cabinetry were indicated on ceiling plan. 50CFM in bathrooms/ Laundry room, Min. 100CFM max. 400 CFM in Kitchen fan Indicates smoke detector with battery back- up hard wire Verify in the halls, bases and sleeping rooms. G Indicates Carbon Monoxide detector a Indicates cable outlet with cat 6 cable to communication box Indicates telephone jack install with cat 6 cable Indicates Ground Fault Interrupt - Locate and install all outlets and switches per code verify location with client prior to installation. All light fixtures to be centered on room, window or door if not denoted. Consult with Media, Security and Communication subcontractors for individual layouts, installation specification. Ell L II Interconnected Smoke Alarms Are A Requirement" U I� Of This Permit In Accordance II With R314.2.2 'I COUNG PLAN GARAGE 1�1 NOOK RESUB Feb 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �h REVISIONS BY W U W -- H x o� N �3N 0 Ho M W ECM W v� d w wall, cz w ►- a act W0 UJ o � a L Lo ^a a Zito �Uso 2 ac Q az� 'A O a< F1 o U A Date Scale omwn J� Jobi Sheet e Of Sheets REVISIONS I BY +A NLV 3 Jk;flt IULL: Milgard Monticeto, Tuscan or Ultimate series (verify with owner prior to ordering) callout window size rough opening area AO 6'-0"x 3'-0" 8520M DBLcsmnt/picture window 6'x3'= 18s.f. Tempered glass adjacent to tub BO 2'-0"x 3'-0" 8520M Casement window 2' x3' = 6s.f. Tempered glass adjacent to shower CO 6'-0" x 4'-0" 8120M 1/2vent slider 6'x4'= 24s.f. DO Egress window 9-0" x 6'-0" 8520M DBL csmnt.picture 9' x 6'x (2) = 108s.f Egress window OVelux VSE 304 skylights 2.58'x3.25'x(2)= 16.8s.f. Tempered glass GO Velux VSE 306 skylights 2.58'x3.9V)= 10s.f. Tempered glass ify all existing rough openings at replacement windows H 4'-0"x 4'-0" 8520T DBL Casement window 4' x4' = 16s.f I 6'-0"x 4'-0" 8520T (2'x4') Casement (4'x4') picture 6' x4' = 24s.f. �+..d 5'-0"x 3'-0" 8520T DBL Casement window 5' x3' = 15s.f 8'-0"x 5'-0" 8520T (2'x5")DBL Casement (4'x5')picture 8' x5'x (3) = 120s.f. OL 6'-0" x 3'-0" 8120T 1/2vent slider 6'x3'= 18s f Total window glazing = 375.8s.f. Notes: 1. Use Milgard windows or approved equal U = .30 max. 2. Verify header heights, and rough openings prior to ordering windows. 3. All glass adjacent to showers shall be tempered. Verify tempered glass location prior to ordering windows 4. Provide egress hardware at egress windows in the bedrooms. Provide screens per client. 5. Verify window and door rough openings match the manufactures specifications prior to ordering windows or doors. Verify style and manufacture with client prior to ordering. DOOR SCHEDULE: Fremlf Doors veri with owner prior to orderliig-T '-'" callout door size rough opening area RCS 2'-6" x 6'-8" Exterior French door 2.5' x 6.66' x(2)= 33.3s.f. 1 2 1 3'-0" x 6'-8" Exterior French door 3' x 6.66' x(2_)= 20s.f. Total door glazing = 53.3 S.f 33 2'-6" x 6-8" Panel door 2'4" x 6-8" Panel door R5 2'-0" x,6'-8" pocket panel door o(3) T-6" x 6'-8" Panel Bi-Pass door Cj7 (2) 2'6" x 6'-8" Panel Bi-Pass door (vented doors at the utility closet) Q(2)3'-0" x 6'-8" Panel Carriage door Alt. Bid French doors with obscure glass Q(2)2'-0" x 6-8" French Carriage door with obscure glass I0 (,I) sl-0 Notes: a Undercut interior doors min V to assist in ventilation d Verify style, stain or paint grade door with client. c Verify rough openings prior to ordering doors. d. Exterior sliding door U.30 max and tempered MAIN FLOOR FLOOR PLAN NOTES: lO. See floor plan for additional mechanical, electrical and specialty information. 2O All dimensions are face of stud U.N.O. 3G. Verify all conditions, dimensions, and requirements prior to construction bring to the attention any discrepancies or conflicts to the Architect or General contractor prior to proceeding with work. �4 The 2018 International Residential Building Code and city zoning ordinances shall take precedence over any drawing, notes or dimensions in these working drawings. Bring to the attention of the Architect discrepancies. 50 Deviance's from the drawings shall be approved by the owner prior to commencing with work 0 Note new windows and door callouts indicated on the floor plans and schedules. (D Verify all finishes with owner prior to start of work or ordering materials. 8 P.T. Platform floor with R-30 Batt insulation at new habitable space at existing garage. t I r CARPORT RESUB Feb 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I V� �p CC ru cc a W (.3 Q cc o w o 'a �m a m 3 M .0 � S'1�� �x � U hrE8 m O M , x u m O O O a< 0 ao _^ �4) Date { A f" � J r Scale Drawn J�1'� Jab �y Sheet V V Of Sheets REVISIONS BY A all rW V nW I--�1 H 00 N 00 O U ¢ � '>. 3 Tb tn eq ob M W W. 0 �o C m •� CD ■ow= M Fs A Pr � �• S � M VC1 ci U (O M oate Scale Job �Z�N Sheet Of Sheets 3EVISIONS BY sECTiav � Ir SOUTHCARPOR r ELEVATION NOTES: O1. TPO membrane roof slope +/-1:12 install per manufactures specifications. Match vertical siding of house. 3� Gutters and downspouts to tie into existing storm drain system. 4O 18" overhangs. 5. T&G soffit/ceiling stain grade at carport. © Match existing window/door trim �7 Brick veneer at Deck base. Aluminum railing system with stainless steel cable spaced 3"o.c. max. Stain grade handrail. SECTIONN NOTES: 1 TPO membrane roof +/-1:12 slope, install per manufactures specifications. 2 18" overhangs typical at Carport. Roof structure per roof framing plans and structural notes. 0 roof framing called out on framing plans. 4U Gutters and downspouts to tie into existing storm drains. 5� See foundation plans and structural notes for foundation walls, footings, slabs, holdowns and anchor bolts. I i r i AST--- WEST 4 110 Al 174-0 01 (r:) &I v; f� 4,0 RESUB Feb 01 2022 CITY OF EDMONDS - DEVELOPMENT SERVICES DEPARTMENT I M5-19 O a cc cc 'n Q Q N to `gym s�co w o C?. M as Date (� j / •1i� Scaly Drawn Job y t Sheet Of Sheets 1 2. K 4. 5 Q 7 E 10. 11 12 13 14. GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA ALL MATERIALS WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2018 INTERNATIONAL BUILDING CODE (IBC) INCLUDING WASHINGTON STATE MODIFICATIONS. DESIGN LOADING CRITERIA SNOW LOAD WIND (MAIN WIND FORCE RESISTING SYSTEM) ROOF SNOW LOAD, Pr = 25 PSF IMPORTANCE FACTOR, Is = 1.0 EXPOSURE FACTOR, Ce= 1.0 THERMAL FACTOR, Ct= 1.0 SLOPED ROOF FACTOR, Cs = 1.0 BASIC WIND SPEED = 97 MPH ALLOWABLE STRESS DESIGN WIND SPEED = 75 MPH IMPORTANCE FACTOR, 1,= 1.0 RISK CATEGORY = II TOPOGRAPHIC FACTOR, Kn = 1.0 EXPOSURE CATEGORY = B INTERNAL PRESSURE COEFFICIENT, (GCPI)= 0.18/-0.18 NORTH WALL WIND BASE SHEAR = 0.53 KIPS WEST WALL WIND BASE SHEAR = 1.21 KIPS NOTE: WIND PRESSURES ARE BASED ON TRIBUTARY AREAS LESS THAN 10 SQ-FT EARTHQUAKE (EQUIVALENT LATERAL FORCE PROCEDURE) Ss= 1.295 Sds = 1.036 S,= 0.457 Sd, = 0.244 IMPORTANCE FACTOR, le= 1.0 SITE CLASS B SEISMIC DESIGN CATEGORY= D RISK CATEGORY = II R = 6.5 FOR WOOD STRUCUTRAL PANEL SHEAR WALLS OVER STRENGTH FACTOR, Oo = 3.0 DEFLECTION AMPLIFICATION FACTOR, Cd = 4.0 REDUNDANCY FACTOR = 1.0 SEISMIC RESPONSE COEFFICIENT, Cs = 0.159 SEISMIC BASE SHEAR = 0.7 KIPS RAIN INTENSITY 1.0 INCHES/HOUR STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. 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 REFERENCE ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURE ENG INEER ER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. STATEMENT SPECIAL INSPECTIONS: THE FOLLOWING CONSTRUCTION TYPES ARE TO BE REVIEWED BY A SPECIAL INSPECTOR DESIGNATED BY THE OWNER OR 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 REQUIRING SPECIAL INSPECTION. SPECIAL INSPECTION SHALL CONFORM TO SECTION 1704 OF THE 2018 INTERNATIONAL BUILDING CODE. SPECIAL ARCHITECT, STRUCTURAIL ENGINEER, AND BUIAGENCY SHALL BE LDING DEPBLE FOR KEEPING RECORDS ARTMENT NT SHALL BE FUURNISHOED WITHACOP ES OFIAND TESTS. THE ARCH ALL INSPECTION REPORTS AND TEST RESULTS. SOILS: SHALL BE SPECIAL INSPECTED AS REQUIRED IN THE INTERNATIONAL BUILDING CODE SECTION 1705.6 AND AS DIRECTED IN THE GEOTECHNICAL REPORT. WOOD CONSTRUCTION: SPECIAL INSPECTIONS SHALL BE PROVIDED AS REQUIRED BY THE INTERNATIONAL BUILDING CODE SECTION 1705.5 AS FOLLOWS: 1. HIGH LOAD DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS 2. METAL PLATE CONNECTED WOOD ROOF TRUSSES SPANNING 60 FEET OR GREATER 3. PERIODIC SPECIAL INSPECTION OF NAILING, BOLTING, ANCHORING, AND OTHER FASTENING OF COMPONENTS OF THE LATERAL -LOAD- RESISTING SYSTEM WHERE NAIL SPACING IS 4 INCHES OR LESS. THIS INCLUDES SHEAR WALLS, DIAPHRAGMS, BRACES, HOLD-DOWNS, AND SHEAR PANELS. THE CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND OR SIESMIC FORCE RESISTING SYSTEM, DESIGNATED WIND OR HE BUILDING G OFF CIIAL AND OWNER RRPRIOR TO COMMENCEMENT OF WORK AS REQUIRED BY SECTCE RESITING COMPONENT SHALL SUBMIT A WRITTEN STATEENT 0 ION 1704.4 RESPONSIBILITY TO T OF THE INTERNATIONAL BUILDING CODE. GEOTECHNICAL FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE WITH CONTRACTOR IN THE FIELD GRANULAR FALL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. G WITH THE TESTING LAB AND SOILS ENGINEER. BACKFILL BEHIND ALL NG WALLS WITH FREE DRAINING ALLOWABLE SOIL PRESSURE 2,000 PSF 60 PCF/35 PCF LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) 8H LATERAL EARTH PRESSURE (SEISMIC) (ULTIMATE LOAD) PASSIVE EARTH PRESSURE (INCLUDES FACTOR OF SAFETY = 1.5) 350 PCF COEFFICIENT OF FRICTION (INCLUDES FACTOR OF SAFETY = 1.5) 0.35 CONCRETE 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 CEMENT, HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.45, MAXIMUM AGGREGATE OF %-INCH, AND A SLUMP OF 5 INCHES OR LESS. CONCRETE HAS BEEN DESIGNED BASED ON A CONCRETE STRENGTH (fc) OF 2500 PSI PER INTERNATIONAL BUILDING CODE SECTION 1705.3 EXCEPTION 2.3 TO AVOID SPECIAL INSPECTIONS AND MATERIAL TESTING. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT 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 OR C173. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENTS S1), GRADE 60, Fy = 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, Fy = 40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI SP-66-04 AND ACI 318- 14 CHAPTER 25. LAP ALL REINFORCEMENTS AS FOLLOWS: BAR SIZE MINIMUM LAP LENGTH MINIMUM HOOK EMBEDDMENT #3 24-INCHES 6-INCHES #4 31-INCHES 8-INCHES #5 39-INCHES 11-INCHES 15 16. 17 18. 19 20 21 22 23. 24. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. FIELD BENDING OF GRADE 60 REINFORCEMENT SHALL NOT BE ALLOWED. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" ALL OTHER CASES 1-1/2" 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 COMPACTED SAND OR GRAVEL. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE 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. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). WOOD FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS. JOISTS: HEM -FIR NO. 2 (2X, 3X, AND 4X MEMBERS) MINIMUM BASE VALUE, Fb = 850 PSI BEAM AND STRINGERS: DOUGLAS FIR LARCH NO. 1 (6 X AND LARGER MEMBERS) MINIMUM BASIC DESIGN STRESS, Fb = 1,350 PSI POSTS AND TIMBERS: DOUGLAS FIR LARCH NO. 1 (6 X AND LARGER MEMBERS) MINIMUM BASIC DESIGN STRESS, Fb = 1,200 PSI, Fc = 1,000 PSI STUDS PLATES & MISCELLANEOUS LIGHT FRAMING DOUGLAS FIR LARCH OR HEM -FIR NO. 2, MINIMUM BASIC DESIGN STRESS Fb = 850 PSI, Fc = 1,300 PSI 2X AND 3X TONGUE AND GROOVE DECKING HEM -FIR COMMERCIAL DEX, Fb = 1,350 PSI GLUED LAMINATED MEMBERS SHALL BE FABRICATED AND IDENTIFIED AS REQUIRED BY ASTM D3737 AND AITC A190.1. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. ALL GLUED LAMINATED MEMBERS SHALL CONFORM TO APA PERFORMANCE STANDARD PRG-305. UNLESS OTHERWISE NOTED ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv= 265 PSI, E = 1,800,000 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2,400 PSI, Fv= 265 PSI, E = 1,800,000 PSI. GLUED LAMINATED COLUMNS SHALL BE COMBINATION 2-DF-L2 AS FOLLOWS: TWO LAMINATIONS Fc = 1600 PSI, Ft = 1250 PSI, Fbx = 1700 PSI, Fby = 1300 PSI, Eaxlal = 1,600,000 PSI THREE LAMINATIONS Fc = 1600 PSI, Ft = 1250 PSI, Fbx = 1700 PSI, Fby = 1600 PSI, Eaxial = 1,600,000 PSI FOUR OR MORE LAMINATIONS Fc = 1950 PSI, Ft = 1250 PSI, Fbx = 1700 PSI, Fby = 1800 PSI, Eaxial = 1,600,000 PSI WHERE REQUIRED BEAMS AND COLUMNS SHALL BE PRESSURE TREATED AFTER MANUFACTURE IN ACCORDANCE WITH AMERICAN WOOD -PRESERVATIVES ASSOCIATION STANDARD U1. PREFABRICATED OPEN WEB WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRIDGING, BLOCKING, PRE -NOTCHED PLATES, ETC. SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS MEETING THE REQUIREMENTS OF IBC SECTION 2303.4 (COMPLETE WITH STRESS 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. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1-09 OR PS 2-18 AND AMERICAN PLYWOOD ASSOCIATION PERFORMANCE STANDARD PRP-108. ORIENTED STRAND BOARD OF 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 THE TRADEMARKS OF AN APPROVED TESTING AND GRADING AGENCY. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE, PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC. AND CONCRETE OR MASONRY. 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. PROPOSED USE AWPA USE CATEGORY3B RESIDENTIAL DECKS DECKING JOISTS ABOVE GROUND 3B JOISTS IN CONTACT WITH GROUND 4A POSTS 4A RAILING 3B LEDGERS 3B SAWN LUMBER ABOVE GROUND 3B GROUND CONTACT 4A PLYWOOD DAMP ABOVE GROUND 2 EXTERIOR ABOVE GROUND 3B GROUND CONTACT 4A POLES ROUND 4B SAWN 3B FENCING PICKETS, SLATS, AND TRIM 313 SAWN POSTS 4A ROUND POSTS 4A RAILS 3B SILL PLATES IN CONTACT WITH CONCRETE OR MASONRY 2 INTERIOR LEDGERS IN CONTACT WITH CONCRETE OR MASONRY 2 ALL TREATED LUMBER SHALL BEAR THE QUALITY MARK OF AN ACCREDITED INSPECTION AGENCY. THE QUALITY MARK SHALL INCLUDE: A. IDENTIFICATION OF TREATING MANUFACTURER B. TYPE OF PRESERVATIVE USED C. MINIMUM PRESERVATIVE RETENTION (PCF) D. END USE FOR WHICH THE PRODUCT IS TREATED EADENTITY OF THE ACCREDITED INSPECTION AGENCY F. STANDARD TO WHICH THE PRODUCT IS TREATED 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 HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER TO ACHIEVE THE MAXMUM PUBLISHED ALLOWABLE LOAD. ALL CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. SHIMS, WHERE REQUIRED, SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL LAG SCREWS SHALL BE INSTALLED IN PRE -DRILLED HOLES. 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. ALL CONNECTIONS/FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED OR FIRE -RETARDANT -TREATED WOOD, SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. HOT DIPPED GALVANIZED FASTENERS SHOULD CONFORM TO ASTM STANDARD 153, AND HOT DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM STANDARD A653 (CLASS G- 185). STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 304 OR 316. NOTE: ELECTROPLATED GALVANIZED FASTENERS AND CONNECTORS ARE NOT TO BE USED WITH PRESSURE TREATED WOOD. SIMPSON PRODUCT FINISHES CORRESPONDING TO THE ABOVE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST300 (STAINLESS STEEL). STAINLESS STEEL HARDWARE AND FASTENERS SHALL NOT BE COMBINED WITH UNTREATED OR GALVANIZED MATERIAL. 25. WOOD FASTENERS: A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6d 2" 0.113" 8d 2-1/2" 0.131 " 10d 3" 0.148" 12d 3-1/4" 0.148" 16d 3-1/2" 0.162" DESIGN IS BASED ON COMMON STEEL WIRE NAILS MEETING THE REQUIREMENTS OF ASTM F1667. USE OF ALTERNATE FASTENERS MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO THE START OF CONSTRUCTION. B. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 26. WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE AS SPECIFIED ABOVE. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF BOLTS AND LAG SCREWS SHALL CONFORM TO SECTIONS 12.1.3 AND 12.1.4 OF THE 2018 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. NATURALLY DURABLE OR PRESSURE TREATED WOOD SHALL BE PROVIDED WHERE REQUIRED BY SECTION 2304.12 OF THE INTERNATIONAL BUILDING CODE. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X6 AT 16" O.C. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 x 8 HEADERS SHALL BE 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 BLOCKING BETWEEN STUDS AT MID -HEIGHT OF ALL STUD WALLS OVER 10, IN HEIGHT. STUDS MAY BE NOTCHED, CUT, OR PENETRATED WITH ROUND BORED HOLES AS FOLLOWS: STUD SIZE MAXIMUM NOTCH / CUT MAXIMUM BORED HOLE 2X4 7/8" 1-3/8" 2X6 1-3/8" 2-1/8" BORED HOLES SHALL NOT BE LOCATED WITH 5/8" FROM THE EDGE OF THE STUD OR AT THE SAME LOCATION AS A NOTCH OR CUT. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE 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. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT) @ 4'-0" O.C. UNLESS INDICATED OTHERWISE. PROVIDE 3"x3" x1/4" HOT -DIPPED GALVANIZED PLATE WASHERS AT ALL ANCHOR BOLTS. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d NAILS @ 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM 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. PROVIDE 15/32" APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH 8d NAILS @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH NAILS @ 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. NOTCHES AT THE END OF JOISTS AND RAFTERS SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. NOTCHES IN THE TOP OR BOTTOM SHALL NOT EXCEED 1/6 THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED WITHIN THE MIDDLE 1/3 OF THE SPAN. THE DIAMETER OF ROUND HOLES BORED IN JOISTS AND RAFTERS SHALL NOT EXCEED 1/3 OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED WITHIN 2" FROM THE TOP OR BOTTOM EDGE. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH TWO ROWS OF 16d @ 12" O.C. ATTACH RAFTERS AND ROOF TRUSSES AT BEARING LINES WITH H2.5 @ 24" O.C. UNLESS OTHER METAL CONNECTIONS ARE INDICATED. UNLESS OTHERWISE NOTED ON THE PLANS, APA RATED ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND ATTACHED WITH 10d NAILS @ 6" O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS @ 12" O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND FASTEN SHEATHING TO FRAMING/BLOCKING AS SPECIFIED. TONGUE AND GROOVE STRUCTURAL ROOF AND FLOOR DECKING SHALL BE INSTALLED AS FOLLOWS: A. 2X DECKING SHALL BE TOENAILED THROUGH THE TONGUE AND FACE NAILED WITH ONE 16d NAIL PER PIECE PER SUPPORT. B. 3X AND 4X DECKING SHALL BE TOENAILED WITH ONE 40d NAIL AND FACE NAILED WITH ONE 60d NAIL PER SUPPORT. COURSES SHALL BE SPIKED TOGETHER WITH 8" SPIKES AT 30" O.C. (MAXIMUM) AND AT 10" (MAXIMUM) FROM EACH END OF EACH PIECE. SPIKES SHALL BE INSTALLED IN PREDRILLED EDGE HOLES. ' RESUB Feb 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS BY W W I� H x po fV O E� M w o, h� F� 0 u� Q cn 5 4�0� r� a 3 � 0 U ohm n _ oz� m o .0 -c o xg 0 .. .�v Date - i �•21 Scale o yG�c Drawn Job Sheet V V Of Sheets