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APPROVED PLN BLD RESUB2 BLD2022-0529+Architectural_Plan+7.19.2022_12.39.26_PM+2998380City Of Edmonds Building Department Work ADDITION/REMODEL Address 19230 80TH PL W ---------------------------------------- Owner REINKE --------------- Approved Date 07/27/2022 ------------- Building Official /celf•lf '61O�e1G( Permit Number ------ BLD2022.0529------- ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED BY PLANNING Jul 31 2022 19230 80TH PLACE WEST, EDMONDS WA. 98026 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE .-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-, Interconnected Smoke Alarms Are A Requirement Of This Permit In Accordance With R314.2.2 ............................................. SEPERATE PLUMBING PERMIT REQUIRED FOR THIS PROJECT ABBREVIATIONS VICINITY MAPS PROJECT SUMMARY SHEET INDEX - PROJECT ADDRESS: 19230 80TH PLACE WEST, EDMONDS WA. 98026 SHEET CONTENT & AND F.A. F.D. FIRE ALARM FLOOR DRAIN PRCST. PRE -CAST , - �, L @ ANGLE AT FDN. FOUNDATION PL. PLATE 1= AO.O COVER SHEET CENTERLINE F.E. FIRE EXTINGUISHER P.L. PROPERTY LINE PLAN -, �- �, •. '' ; .�,: ' •, :, �� • `�I � PARCEL NUMBER: 00572700000700 0 DIAMETER OR ROUND F.F. FINISH FLOOR PLN. P.LAM. PLASTIC LAMINATE- X., •- ,� c.; ,_ _�•' _ ' ; <• AO.1 SURVEY FIN. FINISH AL �:: L PERPENDICULAR FJ FLOOR JOIST PLAS. PLASTER - ,: ,: ,� = . ' "' �: t •r y LEGAL DESCRIPTION: SIERRA VILLAGE DIV C BLK 000 D-00 — LOT 7 A0.2 SITE PLAN # POUND OR NUMBER FLASH. FLASHING PLYWD. PLYWOOD :t; f; ; _ . ENERGY CODE SHEETS + CITY DETAILS FLG. FLANGE PR. PAIR (E) EXISTING FLOOR PT. POINT �_,� l; FLR. _W .T, r PROPERTY OWNER: JOEL &JENNIFER REINKE A0.3 FLUOR. FLOURESCENT P.T. PRESSURE TREATED F.O.C. FACE OF CONCRETE P.T.D.F. PRESSURE TREATED DOUGLAS FIR A1.0 AS —BUILT / DEMO PLANS F.O.F. FACE OF FINISH A.B. ANCHOR T BOLT F.O.S. FPRF. FACE OF STUD FIREPROOF Y _A `r - ►"' ."' ZONING: STORIES/BASEMENTS: SINGLE FAMILY RS-8 2/0 (SPLIT LEVEL) A1.1 FLOOR PLAN: FIRST FLOOR ACOUS. A.D. ACOUSTICAL AREA DRAIN FT. FTG. FOOT OR FEET FOOTING R. RAID. RISER RADIUS`'`' _ �; ' YEAR BUILT: PARCEL AREA: 1959 2 ACRES A1.2 FLOOR PLAN: SECOND FLOOR ADDL. ADJ. ADDITIONAL FURR. FURRING R.D. ROOF DRAIN ADJUST. AGGR. ALLOW. ADJACENT ADJUSTABLE AGGREGATE ALLOWABLE FUT. FUTURE REF. REFR. REINF. REFERENCE REFRIGERATOR REINFORCED PROJECT :. 3.,, , . '"':' �s� ;, SITE z , PROJECT DESCRIPTION. 840 SF THIRD FLOOR ADDITION TO EXISTING SPLIT LEVEL A1.3 FLOOR PLAN: THIRD FLOOR ALT. ALTERNATE GA. GAUGE REQ. REQUIRED ,.. _ - - RESIDENCE + FRONT ENTRY RECONFIGURATION TO ALLOW FOR A1.4 ROOF PLAN ALUM. ALUMINUM APPROX. APPROXIMATE GALV. G.B. GALVANIZED GRAB BAR RESIL. RGTR. RESILIENT REGISTER ��. •- w '� > AT -GRADE ENTRANCE. ENTRY RECONFIGURATION WILL ADD 90SF OF CONDITIONED AREA TO FIRST FLOOR AND 200SF TO EXISTING GL. GLASS Q `''' J A2.0 EXTERIOR ELEVATIONS ARCH. ARCHITECTURAL RJ ROOF JOIST-' _ - = GARAGE. G. GLUE LAMINATED ASB. ASBESTOS RM. ROOM ~ ASPH. ASSY. ASPHALT ASSEMBLY GND. GR. GROUND GRADE R. RR ROUGH OPENING M — `� s o '' ` �Y °° A2.1 EXTERIOR ELEVATIONS GYP. GYPSUM ROOF RAFTER PROJECT DATA: FIRST FLOOR HABITABLE (EXISTING) 648 SF REDWOOD _ FIRST FLOOR HABITABLE PROPOSED 738 SF +90 SF A3.0 BUILDING SECTIONS H.B. HOSE BIB '' "� *T: ` SECOND FLOOR HABITABLE (EXISTING) 1246 SF A3.1 BUILDING SECTIONS BD. BOARD H.C. HOLLOW CORE SIERRA DR.. SECOND FLOOR HABITABLE (PROPOSED) 1311 SF (+65 SF) A3.2 BUILDING SECTIONS BDRY. BOUNDARY HD HOLD DOWN SCHED. SCHEDULE BITUM. BITUMINOUS HDR. HEADER ,�, THIRD FLOOR HABITABLE (PROPOSED) 840 SF BL BOTTOM LAYER HDWD. HARDWOOD SECT. SECTION ^� .: •z . - +_► , BLDG. BUILDING HDWE. HARDWARE SHTG. SHEATHING _ TOTAL HABITABLE (EXISTING) 1894 SF BLK BLKG. BLOCK BLOCKING HK. H.M. HOOK HOLLOW METAL SH. SHR. SHELF SHOWER _. ;,_ TOTAL HABITABLE (PROPOSED) 2889 SF (+995 SF) BEAM SHT. SHEET _ ? BN BOUNDARY NAILING HORIZ. HR. HORIZONTAL HOUR SIM. SIMILARBM. GARAGE (EXISTING) 552 SF BOT. B.S. BTWN. BOTTOM BOTH SIDES BETWEEN HGT. HEIGHT SPCG. SPEC. SQ. S.S. SPACING SPECIFICATION SQUARE STAINLESS STEEL ►`. ' -,_ '�, - "�' "+"•.' r, •' i i . ti �fi• -v � ;� - . ,� ,• - � • � -��-.� r,; � �- -,�' GARAGE (PROPOSED) 752 SF (+200 SF) OUTDOOR DECKS EXISTING 260 SF (EXISTING) I.D. INSIDE DIAMETER S.SK. SERVICE SINK . -� • .�5; OUTDOOR DECKS (PROPOSED) 412 SF (+152 SF) INSUL. INSULATION STA. STATION - -�-i •-� ty CAB. CABINET INT. INTERIOR STAG. STD. STAGGERED STANDARD -� C.B. CEM. CATCH BASIN CEMENT JST. JT. JOIST JOINT STL. STOR. STEEL STORAGE - ! .'+ ,� :-'x.. `' ' ��• ' ; - CONSTRUCTION TYPE: V CER. C.I. CJ CERAMIC CAST IRON CEILING JOIST STR. STRUCT. STRAIGHT STRUCTURAL _ - y' •{ _ _ tom. s 4 • �< f _ _T i% • << C.L. CENTER LINE KIT. KITCHEN SUSP. SUSPENDED _ jl� APPLICABLE CODES: SYM. SYMMETRICAL 'h i'r�r.�.. ! 2018 INTERNATIONAL BUILDING CODE, 2018 UNIFORM PLUMBING CODE, CLG. CL CLR. CEILING CAULKING CLEAR LAB. LABORATORY N 2018 INTERNATIONAL MECHANICAL CODE, 2018 INTERNATIONAL FIRE CODE, 2018 NATIONAL ELECTRICAL CODE, 2018 WASHINGTON STATE CNTR. COUNTER LAM. LAMINATE ENERGY CODE, LOCAL MUNICIPAL CODES N.T.S. COL. COLUMN LAV. LAVATORY CONC. CONCRETE LG. LONG TRD. TREAD CONN. CONNECTION LGTH. LENGTH T.B. TOWEL BAR PROJECT TEAM CONSTR. CONSTRUCTION LT. LIGHT CORR. CORRIDOR LTWT. LIGHT WEIGHT T&B TOP AND BOTTOM CONT. CONTINUOUS T.C. TOP OF CURB CSK. CTR. COUNTERSINK CENTER TEL. TEMP. TER. TELEPHONE TEMPORARY TERRAZZO -_ OWNER ARCHITECT CONTRACTOR MAX. MAXIMUM T.&G. TONGUE & -o '_-�N MB MACHINE BOLT TH. THICK GROOVE JOEL & JENNIFER REINKE BLAKE BETHARDS TBD. DBL. DEPT. DIET. DOUBLE DEPARTMENT DETAIL M.C. MECH. MEDICINE CABINET MECHANICAL THRD. THREADED 19230 80TH PLACE WEST =:• f _r ;; T:,- 206-683-6768 JOELREINKE@GMAIL.COM BETHARDS ARCHITECTURE + DESIGN 310-463-1013 D.F. DOUGLAS FIR MEMB. MEMBRANE _ ., i •`.' 19230 80TH PLACE WEST, EDMONDS WA. BLAKE@BETHARDSARCHITECTURE.COM DIM. DIAMETER MET. METAL ' �' 1 •- • , •' 98026 2130 6TH AVE W. SEATTLE, WA. 98119 DIM. DIMENSION MEZZ. MEZZANINE T.O.P. TOP OF PLATE 'ii ' < • �. DISP. DN. DISPENSER DOWN MFR. MH. MANUFACTURER MANHOLE T.O.R. TOP OF RIDGE Z f D.O. DOOR OPENING MIN. MINIMUM T.P. TOP OF PAVEMENT ; DR. DOOR MIR. MIRROR T.V. T,W, TELEVISION OF < y.� DWG. DRAWING MISC. MISCELLANEOUS TOP WALL �'•" DWLS. DOWELS MK. MARK TYP. TYPICAL DWR. DRAWER IDS. DOWNSPOUT MTD. MOUNTED MUL. MULLION �a �!. •t- E. EAST UNF. U.N.O. UNFINISHED UNLESS NOTED OTHERWISE "� 'r►•'i��.. s.. ' ��`' a fr F': EA. EACH EA. W. EACH WAY N. NORTH UR. URINAL DEFERRED SUBMITTALS E.J. EXPANSION JOINT N.I.C. NOT IN CONTRACT.. THE FOLLOWING PERMIT SUBMITTALS WILL BE DEFERRED AND COORDINATED BY THE SELECTED SUB -CONSULTANTS EL. ELEVATION NO. or # NUMBER VERT. VERTICAL ELEC. ELECTRICAL NOM NOMINAL VEST. VESTIBULE ELEV. ELEVATOR N.T.S. NOT TO SCALE V.G.D.F. VERTICAL GRAIN �� ••�`� '� ,' EMBMT. EMBEDMENT DOUGLAS FIR ,..�,.-., IF REQUIRED: EMER. ENCL. E.P. EMERGENCY ENCLOSURE ELECTRICAL PANEL V.I.F. W. VERIFY IN FIELD WEST , ,�` , , _ -T '5' t•' -HVAC EQ• EQUAL O.A. OVERALL -4-is-�� w ,�': -ELECTRICAL EQPT. E.S. EQUIPMENT EACH SIDE OBS. O.C. OBSURE ON CENTER W/ W.C. WITH WATER CLOSET - ' ,':�_ •'= . + y -PLUMBING -FIRE EXST. EXPO. EXISTING EXPOSED O.D. OFF. OUTSIDE DIAMETER OFFICE WD. W/0 WOOD WITHOUT _ SIERRA DR EXP. EXPANSION OPNG. OPENING W • WATERPROOF = EXT. EXTERIOR OPP. OPPOSITE WSCT. WAINSCOTT � WT. WEIGHT WWM WELDED WIRE MESH _ RESUB Jul 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LEGEND O FOUND CONCRETE MONUMENT ® SET 1/2" REBAR/CAP #40524 • FOUND REBAR/CAP AS NOTED o SET LINE STAKE f PLUS OR MINUS ONE TENTH OF A FOOT (P) PLAT DIMENSION BCF BUILDING CORNER FASCIA BF BOTTOM FASCIA SPOT ELEVATION AT GROUND LEVEL DATUM 20 10 0 20 40 SCALE IN FEET NAVD88 PER WIGS SURVEY DATA WAREHOUSE DESIGNATION: 2027 = CAD # DB ID: 17942 DESCRIPTION: 2" BRASS SURFACE MONUMENT LOCATION: AT THE INTERSECTION OF 196TH STREET SOUTHWEST AND 76TH AVENUE WEST ELEVATION: 405.93 BASIS OF BEARINGS N00°54'00"E ALONG THE MONUMENTED CENTERLINE OF 80TH PLACE WEST IN THE PLAT OF "SIERRA VILLAGE DIVISION C" RECORDED IN VOLUME 18, PAGE 3 REFERENCES —PLAT OF "SIERRA VILLAGE DIVISION C" RECORDED IN VOLUME 18, PAGE 3 —STATUTORY WARRANTY DEED RECORDING NO.: 200106290399 NOTES n�y�:is�►•,i�.:rr_� ���.■z��:a a��Y:�:a•�■-�a�i_��_�Y�r�.�r_a04K&7 [02r_1Mot IONI[$I:I PROCEDURES USED WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD, OR OTHERWISE, IF ANY. BOUNDARY LINES SHOWN REPRESENT THE DEED DESCRIPTION BOUNDARY. OWNERSHIP RIGHTS MAY VARY. LEGAL DESCRIPTION LOT 7, SIERRA VILLAGE DIVISION C, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 18 OF PLATS, PAGE 3, IN SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. PARCEL NUMBER: 00572700000700 RECORDING CERTIFICATE Filed for record this day of-20- in book —of —at Page Recording Number at the request of James R. Watkins. County Auditor Deputy Auditor at M SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of Joel Reinke in September, 2021. R. W certificate number: 40524 N89°06'00"W FOUND 1" IRON PIPE WEST 0.15' OF CALCULATED POSITION o� f6.8' °\ ° 'WOOD X t 6.1' 0 ° °- f1.5' 00, o LOT7 3'WOOD FENCE 3'WOOD/5'WOOD FENCE 5'WOOD FEN SET 1/2" REBAR/CAP #40524 AT- 1.0' OFFSET NORTH OF CALCULATED POSITION DATE: 9-23-2021 0 0 0 w of 0 O �I 0 0 z DECK I' FENCE CORNER IS NORTH- ±0.48' x EAST f0.30' OF PROPERTY CORNER \ EXISTING RESIDENCE #19230 FF: 367.87 \ / PEAK:382.82 1 9p° 0O0 0 (20 °o ot4.1' o /o \ vBUILDING LINE ABOVE 7L f26.1' 'WOOD FENCE N89°06'00"W 75.00' SET 1/2" REBAR/CAP #40524 AT 1.0' OFFSET EAST OF CALCULATED POSITION J RECORD OF SURVEY FOR JOEL REINKE SITE ADDRESS: 19230 80th Place West — Edmonds, 98026 C) CA O W O N W V wa 0 p.l 0 O O O 00 z 25' BM 362.42 2 5' N89°06'00"W SIERRA DRIVE Allied Land Surveying, Inc. E) 11611 Airport Road Suite B4 - Everett, Washington 98204 (P) 425-482-0223 SW 1/4 OF SE 1/4 OF SEC. 18, T. 27N9 R. 04E, WM DWN. BY: MRW DATE: 9-23-2021 JOB NO. 21060 CHK. BY: JRW SCALE: 1" = 20' SHEET 1 OF 1 LU U LU z he LU z a 4n UJ UJ Project No. 2021.01 11699 REGISTERED ARCHITECT I � BLArElIE-HATRDSSTATE ASHINGTON / Revisions Notes Revisions Project North Scale 111=20'-O" OFFICIAL SURVEY SURVEY SCALE: 1" = 20' RE B AO1Jul 19 22 �Y DEVELOPMENT SERVICES DEPARTMENT BETHARDS ARCHITECTURE + DESIGN © 2021 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Familv - New & Additions (effective February 1, 20211 version 1.1 These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). Proect in rmation Contact Information Reinke Residence IBlake Bethards Bethards Architecture & Design 310-463-1013 Instructions: This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings: Table R402.1- Insulation and Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits. Authorized Representative �� �,� I Date I04-22'2022 All Climate Zones Table R402.1.1 R-ValueU-Factor' Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC b,e n/a n/a Ceiling e 49 0.026 Wood Frame Wall &h 21 int 0.056 Floor 30 0.029 Below Grade Wall ` 10/15/21 int + TB 0.042 Slab d 1 R-Value & Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. "10/15/21 +STB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section 11503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for g climate zone 5 of [CC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. Prescriptive Path - Single Family 2018 Washington State Energy Code-R 1 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family- New & Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in #1 or#3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 and 406.3 Heating Credits - select ONE Options Fuel Normalisation Descriptions heating option User Notes 1 ICombustion heating minimum NAECAb 0.0 2 Heat pump` 1.0 0 11 3 Electric resistance heat only - furnace or zonal -1.0 0 4 DHP with zonal electric resistance per option 3.4 0.5 0 5 All other heating systems -1.0 10 Energy Options p Energy Credit Option Descriptions 1 Efficient Building Envelope Efficient Building Envelope Efficient Building Envelope Efficient Building Envelope Credits - select ONE energy option from each catel 1.1 0.5 0 1.2 1.0 0 1.3 0.5 0 1.4 1.0 0 1.5 Efficient Building Envelope 2.0 0 1.6 Efficient Building Envelope 3.0 0 1.7 Efficient Building Envelope 0 0.5 0 2.1 Air Leakage Control and Efficient Ventilation 0.5 0 2.2 Air Leakage Control and Efficient Ventilation 1.0 0 2.3 Air Leakage Control and Efficient Ventilation 1.5 0 2.4 Air Leakage Control and Efficient Ventilation 2.0 0 3.18 1 High Efficiency HVAC 1.0 O 3.2 High Efficiency HVAC 1.0 0 3.32 High Efficiency HVAC 1.5 0 3.4 High Efficiency HVAC 1.5 0 3.5 High Efficiency HVAC 1.5 0 3.6° High Efficiency HVAC 0 High Efficiency HVAC Distribution System 2.0 0 4.1 0.5 0 4.2 High Efficiency HVAC Distribution System 1.0 0 Prescriptive Path - Single Family 2018 Washington State Energy Code-R 2 d'. aA Ae d q FILTERI SOCK WITH OVER FLOW HOLES (TYP) 4 a as 4 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family- New & Additions (effective February 1. 2021) Summary of Table R406.2 (cont.) Energy Options Energy Credit Option Descriptions (cont.) Efficient Water Heating Efficient Water Heating Efficient Water Heating I Credits - select ONE energy option from each category 0.5 ❑ 0.5 0 1.0 0 User Notes 5.id 5.2 5.3 5.4 Efficient Water Heating 1.5 0 5.5 Efficient Water Heating 2.0 0 5.6 Efficient Water Heating 0 2.5 0 6.1e Renewable Electric Energy (3 credits max) 1.0 Q 7.1 ADDliance Packaete 0.5 ❑ Total Credits I 1 3.0 IFNNMNM I Clear Form I I a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category 5. Option 5.1 may be combined with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. Please print only pages 1 through 3 of this worksheet for submission to your building official. For Building Officials Only Prescriptive Path - Single Family GRATE 2018 Washington State Energy Code-R FILTER SOCK WITH OVER FLOW HOLES (TYP) a, 4.. � CATCH SIN Q dd SEE SI1t< 9010:i�:l 11, NOTES: CATCH BASIN 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. REVISION DATE CITY OF EDMONDS TEMPORARY [JANUARY 2018 SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R- 9 0 2 3 LAN FILE FO NOTES: FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS -\ WIRE MESH FENCE TO SUPPORT FILTER FABRIC BURY BOTTOM OF FILTER MATERIAL 8" TO 12" 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTR ION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN LS f. 189� CITY OF EDMONDS PUBLIC WORKS DEPARTMENT FILTER F�A C FENCE FILTRATION S TEMS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-900 UJ tj UJ Z he UJ Z a tn LU LU 1XIX Project No. Revisions Notes Revisions 2021.01 i 11699FREGISTEREDBL STATE OF WASHINGTON Project North O Scale 1/8"=1'-0" ENERGY CODE SHEETS + CITY DETAILS AOR Jul 2 YO S DEVELOPMENT SERVICES DEPARTMENT ER-902 TEMP SEDIMENT TRAP DTL. ER-900 FILTER FENCE DTL. BETHARDS ARCHITECTURE + DESIGN © 2021 pRo Rry<% N N pRo Rry - NF MUSIC STUDIO 120 SF DEN / OFFICE 240 SF FR �T YgRos FTeq �_ \ 0 CV / CLOSET \ \ \ \ CLOSET BATHROOM 50 SF CLOSET 50'-2" mLI 0oo 0 0 0oo — WH GARAGE 515 SF N UJ V UJ z UJ z a tn LU LU 1XIX Project No. 2021.01 / 11699FREGISTEREDBL STATE OF WASHINGTON Revisions Notes Revisions Project North �J Scale 3/8"=1'-O" AS -BUILT PLANS AS -BUILT - L2 PLAN SCALE: 1/4" = f AS -BUILT - L 1 PLAN SCALE: 1/4" = 1' R Ju0,,,, =1 L DEVELOPMENT SERVICES DEPARTMENT BETHARDS ARCHITECTURE + DESIGN © 2021 FWINDOW SCHEDULE SIZE FRAME OPERATION GLAZING NOTES W X H (R.O.) CD ALL WINDOWS TO HAVE U VALUES p z i cn < .28; SHGC > .30 J g U pw z w w w p � W ALL WINDOWS TO HAVE STC RATING > 28 m Z = J p O p W Z_ Z W Z_ p W J O m 0- Q CY Z cn p O J N O 3: J < � cn X = ?i < Q U J m w Z N O p W H J U D- O H W2 1 3'-3" X 7'-10" 0'-0" 0 0 0 0 0 TRUSTIEL DOOR SIDELITE — COORDINATE W/ DOOR MFG. W3 1 5'-8" X 6'-10" 3'-0" 0 0 0 0 0 W4 1 3'-4" X 6'-10" 3'-0" 0 0 0 0 0 W5 1 3'-0" X 4'-0" 3'-2" 0 0 0 0 W6 1 6'-0" X 4'-0" 3'-2" 0 0 0 0 DOUBLE CASEMENT W7 1 4'-0" X 4'-0" 3'-2" 0 0 0 0 0 ® BATHTUB — GC TO VERIFY GLASS W/ OWNER — THIN REEDED GLASS SUGGESTED W8 1 4'-0" X 4'-0" 3'-2" 0 0 0 0 W9 1 6'-0" X 2'-0" 5'-2" 0 0 0 0 W10 1 6'-0" X 4'-0" 3'-2" 0 0 0 0 o EGRESS COMPLIANT W11 1 6'-0" X 4'-0" 3'-2" 0 0 0 0 0 EGRESS COMPLIANT FD001R SCHEDULE SIZE TYPE CORE FUNCTION GLAZING NOTES W X H (R.0.) THK ALL DOOR HARDWARE & DOOR STYLES TO BE SELECTED BY OWNER W Y U U O w � O O U O J - W J Z O O w U O J z O> YU U oJ Z) 0m ( N Cn CY W X J J Q Z_ Q (n O Z OA 1 6'-0" X 6'-8" 0 0 0 0 0 0 0 TRUSTILE ENTRY DOOR — GLASS SPEC (FROSTED, REEDED, CLEAR) BY OWNER O1 3'-0" X 6'-8" 0 0 0 0 0 PROVIDE WEATHER SEALS O 1 2'-6" X 6'-8" 0 0 0 0 0 (E) GARAGE DOOR — PROVIDE WEATHER SEALS & VERIFY 20 MIN RTC O 1 2'-4" X 6'-8" 0 0 0 0 o REVERSE (E) DOOR SWING AND RELOCATE PER PLAN O 1 3'-0" X 7'-10" o 0 0 0 0 0 o TRUSTILE ENTRY DOOR — COORDINATE W/ SIDELITE FO 1 2'-6" X 6'-8" 0 0 0 0 0 O1 2'-6" X 6'-8" 0 0 0 0 O1 2'-6" X 6'-8" 0 0 0 0 O 1 8'-0" X 6'-8" 1 o 0 0 0 O2 8'-2" X 7'-0" 0 SALVAGE & RE —USE EXISTING GARAGE DOORS DOOR AND WINDOW NOTES ALL DIMENSIONS, FUNCTIONS AND PROPER CLEARANCES SHALL BE VERIFIED ON SITE BY GENERAL CONTRACTOR AND DOOR/WINDOW SUPPLIER PRIOR TO ORDERING. OWNER TO VERIFY KEYING AND LOCKSET FUNCTIONS PRIOR TO ORDERING. PROVIDE PRIVACY LOCKS AT ALL BATHROOMS. ALIGN NEW WINDOW HEADERS AND SILLS WITH EXISTING WINDOWS. SITE CONDITIONS TO TAKE PRECEDENCE OVER CALLOUTS. PROVIDE MINIMUM CODE CLEARANCES AND DIMENSIONS FOR ALL EGRESS WINDOWS. GLAZING IN HAZARDOUS LOCATIONS SHALL BE TEMPERED: — INGRESS AND EGRESS DOORS — PANELS IN SLIDING OR SWINGING DOORS — DOORS AND ENCLOSURE FOR HOT TUB, BATHTUB, SHOWERS (ALSO GLAZING IN WALL ENCLOSING THESE COMPARTMENTS WITHIN 5' OF STANDING SURFACE — IF WITHIN 2' OF VERTICAL EDGE OF CLOSED DOOR AND WITHIN 5' OF STANDING SURFACE — IN WALL ENCLOSING STAIRWAY LANDING ALL JAMB MATERIAL TO BE SOLID STOCK. NO FINGER JOINT JAMBS. ALL TEMPERED GLASS TO BE ETCH MARKED. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED .75 INCH IN HEIGHT FOR SLIDING DOORS SERVING DWELLING UNITS OR 0.5 INCH FOR OTHER DOORS. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 0.25 INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50% SLOPE). PROVIDE EMERGENCY ESCAPE IN EVERY SLEEPING ROOM. EMERGENCY ESCAPE SHALL OPEN DIRECTLY INTO A PUBLIC WAY, ALLEY, YARD OR EXIT COURT AND SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SQ. FT., (5.0 SF ON GROUND LEVEL) MINIMUM NET CLEAR OPENABLE HEIGHT OF 24" AND A MINIMUM NET CLEAR OPENABLE WIDTH OF 20" AND HAVE A SILL HEIGHT OF NOT MORE THAN 44". INSULATE ALL EXTERIOR WINDOW AND DOOR HEADERS WITH MIN. R-10 INSULATION PER WSEC TABLE R402.1.1 MUSIC STUDIO 120 SF DEN / OFFICE 240 SF FRONT YgRp � . SFTegck � GENERAL NOTES DRYER VENT, BATHROOM AND KITCHEN EXHAUST VENT DIRECT TO EXTERIOR SHOWERHEADS AND SINKS TO BE 1.75 GPM. BATHROOM FAUCETS TO BE 1.0 GPM SMOKE DETECTORS ARE REQUIRED TO BE HARD WIRED WITH BATTERY BACKUP AND INSTALLED IN EACH BEDROOM AND OUTSIDE OF EACH BEDROOM SLEEPING AREAS. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED. ONE CARBONMONOXIDE ALARM IS REQUIRED TO BE INSTALLED OUTSIDE OF THE SLEEPING AREAS. SITE CONDITIONS AND DIMENSIONS TAKE PRECEDENT OVER CALLOUTS ON DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR THEIR AGENTS OR SUB —CONTRACTORS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. THE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL SITE CONDITIONS. CLARIFICATIONS ARE TO BE OBTAINED FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK. NEW BATHTUB CLOSET CLOSET WALKWAY TO SIDE YARD a a N ° Cfl a � WALL TYPES NEW WALL *NOT SHOWN ON AS —BUILT / DEMO PLANS EXISTING WALL TO REMAIN EXISTING WALL TO DEMO WALL ASSEMBLY NOTES: BASE & TRIM AT ALL NEW WALLS TO MATCH (E) RESIDENCE Ai 1 4 A3.1 A3.1 50'-2" 2'-6" 6-0 1/2" BATHROOM 50 SF CLOSET — STORAGE- — — UNDER ---MAIB--- UP 3'-0" 6'-2 1/2" 000 0 LAUNDF 30 SF "JEEVES ECONOLIFT 10 RESIDENTLAL DUMBWA ER" W/ MIN. 1 HFI FIRE RATED DOORS r O HD SYMBOLS 40 EXHAUST FAN; 50cm INTERMITTENT PER TABLE M1505.4.4 OF THE 2018 IRC; VENT THROUGH ROOF 0 COMBO 110 V SMOKE AND CARBON MONOXIDE DETECTOR PER R314.2 AND R315.2 WASH. STATE AMENDMENTS HD HEAT DETECTOR PER R314 WASH. STATE AMENDMENTS w2 WINDOW TAG ODOOR TAG STORAGE / MECHANICAL GARAGE/ MECH. RM. & LAUNDRY NOTES: ALL HOT WATER PIPES IN UNHEATED SPACES MUST BE INSULATIONED PER 2018 WSEC SC404.6 AND TABLE WSEC C403.10.3(A) (E) LAUNDRY CHUTE ABOVE - s�� TYPE X GWB FINISH ON ALL INTERIOR WALLS FRAME NEW WALL TO AND CEILING OF GARAGE TO MAINTAIN 20 MIN. ENCLOSE & PROVIDE 1HR FIRE RATING MIN RATED FIRE DOOR AT POINT OF DISCHARGE. PROVIDE HEAT DETECTOR AT GARAGE - ENSURE COMPLIANCE WITH 2O18 IRC R314.2.1 MECHANICAL SYSTEM TO PROVIDE WHOLE -HOUSE VENTILATION AT A RATE OF 75 CFM PER IRC 2018 M1505.4.3(1) COAT CLOSET OR STORAGE BENCH W/ UPPER STORAGE DETACHED TIMBER ENTRY ARBOR W/ LATTICE ROOF PER EDC 17.30.035(C)3 (E) POST GARAGE 405 SF PER ECDC 17.115, PROVIDE MIN. OF 1 EV REA Y OARKING SPACE AT GARAGE - j PROVI PULLY-WIRED CIRCUIT WITH A LEVEL I OR LEVEL III ELECTRIC VEHICLE CHP R ING RECEPTACLE OUTLET OR E MIN�TION POINT, INCLUDIN ICONDU4T AND WIRING ARID TH ELECT ICAL CAPACITY NECESSARY T ' > SERVE THE RE PTACLE THAT ALLOW FOR UTURE STALLATION OF AN IE CHARG No STA ION. LOCATE -AT NORT I INT� IOR WALL OF GARAGE 22'-6 1/2" WFIAP WITH 5 TICBIE ACHIEVE 1 HR RAT "HANDLE -IT P24-8" F MOUNTED STEEL PO BACK SIDES OF C-W W i L' PLAN 1 SCALE: 3/8" = 1' 1 A3.0 UJ V UJ z UJ z a 4n LU LU Ix Cid Project No. Revisions Notes Revisions 2021.01 11699PIBIETHARDS BL STATE OF WASHINGTON Project North (D Scale 3/8"=1'-0" FLOOR PLANS RE B Jul 19 22 nY DEVELOPMENT SERVICES DEPARTMENT BETHARDS ARCHITECTURE + DESIGN © 2021 FWINDOW SCHEDULE SIZE FRAME OPERATION GLAZING NOTES W X H (R.O.) CD ALL WINDOWS TO HAVE U VALUES 0 z cn < .28; SHGC > .30 J U w D- w � w �- ALL WINDOWS TO HAVE STC RATING > 28 m Z = J O 0 W Z_ Z W Z_ 0 W � O m a- < CY Z cn CY J V) O 3:< J � U) X ?i < Q U J m w Z 0 O 01.- W J U D- 01.- W2 1 3'-3" X 7'-10" 0'-0" 0 0 0 0 0 TRUSTIEL DOOR SIDELITE - COORDINATE W/ DOOR MFG. 8 1 5'-8" X 6'-10" 3'-0" 0 0 0 0 0 W4 1 3'-4" X 6'-10" 3'-0" 0 0 0 0 0 W5 1 3'-0" X 4'-0" 3'-2" 0 0 0 0 W6 1 6'-0" X 4'-0" 3'-2" 0 0 0 0 DOUBLE CASEMENT W7 1 4'-0" X 4'-0" 3'-2" 0 0 0 0 0 ® BATHTUB - GC TO VERIFY GLASS W/ OWNER - THIN REEDED GLASS SUGGESTED W8 1 4'-0" X 4'-0" 3'-2" 0 0 0 0 W9 1 6'-0" X 2'-0" 5'-2" 0 0 0 0 W10 1 6'-0" X 4'-0" 3'-2" 0 0 0 0 0 EGRESS COMPLIANT Le 1 6'-0" X 4'-0" 3'-2" 0 0 0 0 0 EGRESS COMPLIANT FD001R SCHEDULE SIZE TYPE CORE FUNCTION GLAZING NOTES W X H (R.0.) THK ALL DOOR HARDWARE & DOOR STYLES TO BE SELECTED BY OWNER W Y 0 U OJ W 0_ O 0 U J W J Z - E O w U O J Z O Y m m 0 NmO W I-__ J J >x U O D O w < (n CY N Z W m 2 m = 0_ 0_ 0 0 I- U 0_ m 0_ OA 1 6'-0" X 6'-8" 0 0 0 0 0 0 0 TRUSTILE ENTRY DOOR - GLASS SPEC (FROSTED, REEDED, CLEAR) BY OWNER BO 1 3'-0" X 6'-8" 0 0 0 0 0 PROVIDE WEATHER SEALS CO 1 2'-6" X 6'-8" 0 0 0 0 0 (E) GARAGE DOOR - PROVIDE WEATHER SEALS & VERIFY 20 MIN RTC DO 1 2'-4" X 6'-8" 0 0 0 0 0 REVERSE (E) DOOR SWING AND RELOCATE PER PLAN EO 1 3'-0" X 7'-10" o 0 0 0 0 0 o TRUSTILE ENTRY DOOR - COORDINATE W/ SIDELITE FO 1 2'-6" X 6'-8" 0 0 0 0 0 O1 2'-6" X 6'-8" 0 0 0 0 O1 2'-6" X 6'-8" 0 0 0 0 lO 1 8'-0" X 6'-8" 0 0 0 0 JJS 2 8'-2" X 7'-0" O SALVAGE & RE -USE EXISTING GARAGE DOORS DOOR AND WINDOW NOTES ALL DIMENSIONS, FUNCTIONS AND PROPER CLEARANCES SHALL BE VERIFIED ON SITE BY GENERAL CONTRACTOR AND DOOR/WINDOW SUPPLIER PRIOR TO ORDERING. OWNER TO VERIFY KEYING AND LOCKSET FUNCTIONS PRIOR TO ORDERING. PROVIDE PRIVACY LOCKS AT ALL BATHROOMS. ALIGN NEW WINDOW HEADERS AND SILLS WITH EXISTING WINDOWS. SITE CONDITIONS TO TAKE PRECEDENCE OVER CALLOUTS. PROVIDE MINIMUM CODE CLEARANCES AND DIMENSIONS FOR ALL EGRESS WINDOWS. GLAZING IN HAZARDOUS LOCATIONS SHALL BE TEMPERED: - INGRESS AND EGRESS DOORS - PANELS IN SLIDING OR SWINGING DOORS - DOORS AND ENCLOSURE FOR HOT TUB, BATHTUB, SHOWERS (ALSO GLAZING IN WALL ENCLOSING THESE COMPARTMENTS WITHIN 5' OF STANDING SURFACE - IF WITHIN 2' OF VERTICAL EDGE OF CLOSED DOOR AND WITHIN 5' OF STANDING SURFACE - IN WALL ENCLOSING STAIRWAY LANDING ALL JAMB MATERIAL TO BE SOLID STOCK. NO FINGER JOINT JAMBS. E1In121 IV, I»:421oZeII_[.Y.cmCe1. 3=21Cy7mI/1:4:1MIea THRESHOLDS AT DOORWAYS SHALL NOT EXCEED .75 INCH IN HEIGHT FOR SLIDING DOORS SERVING DWELLING UNITS OR 0.5 INCH FOR OTHER DOORS. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 0.25 INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50% SLOPE). PROVIDE EMERGENCY ESCAPE IN EVERY SLEEPING ROOM. EMERGENCY ESCAPE SHALL OPEN DIRECTLY INTO A PUBLIC WAY, ALLEY, YARD OR EXIT COURT AND SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SQ. FT., (5.0 SF ON GROUND LEVEL) MINIMUM NET CLEAR OPENABLE HEIGHT OF 24" AND A MINIMUM NET CLEAR OPENABLE WIDTH OF 20" AND HAVE A SILL HEIGHT OF NOT MORE THAN 44". INSULATE ALL EXTERIOR WINDOW AND DOOR HEADERS WITH MIN. R-10 INSULATION PER WSEC TABLE R402.1.1 L GENERAL NOTES DRYER VENT, BATHROOM AND KITCHEN EXHAUST VENT DIRECT TO EXTERIOR SHOWERHEADS AND SINKS TO BE 1.75 GPM. BATHROOM FAUCETS TO BE 1.0 GPM SMOKE DETECTORS ARE REQUIRED TO BE HARD WIRED WITH BATTERY BACKUP AND INSTALLED IN EACH BEDROOM AND OUTSIDE OF EACH BEDROOM SLEEPING AREAS. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED. ONE CARBONMONOXIDE ALARM IS REQUIRED TO BE INSTALLED OUTSIDE OF THE SLEEPING AREAS. SITE CONDITIONS AND DIMENSIONS TAKE PRECEDENT OVER CALLOUTS ON DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR THEIR AGENTS OR SUB -CONTRACTORS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. THE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL SITE CONDITIONS. CLARIFICATIONS ARE TO BE OBTAINED FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK. WALL TYPES NEW WALL *NOT SHOWN ON AS -BUILT / DEMO PLANS EXISTING WALL TO REMAIN EXISTING WALL TO DEMO WALL ASSEMBLY NOTES: BASE & TRIM AT ALL NEW WALLS TO MATCH (E) RESIDENCE SYMBOLS 40 EXHAUST FAN; 50cm INTERMITTENT PER TABLE M1505.4.4 OF THE 2018 IRC; VENT THROUGH ROOF 0 COMBO 110 V SMOKE AND CARBON MONOXIDE DETECTOR PER R314.2 AND R315.2 WASH. STATE AMENDMENTS HD HEAT DETECTOR PER R314 WASH. STATE AMENDMENTS e WINDOW TAG ODOOR TAG UJ V Project No. 2021.01 11699 REGISTERED ARCHITECT BLA E BETHARDS STATE OF WASHINGTON Revisions Notes Revisions Project North 0 Scale 3/8"=1'-0" FLOOR PLANS RE B Jul 19 22 mY DEVELOPMENT SERVICES DEPARTMENT BETHARDS ARCHITECTURE + DESIGN © 2021 FWINDOW SCHEDULE SIZE FRAME OPERATION GLAZING NOTES W X H (R.0.) D - ALL WINDOWS TO HAVE U VALUES o z cn < .28; SHGC > .30 J g U z o w w w o Of w ALL WINDOWS TO HAVE STC RATING > 28 m Z = J p O � � p W Z_ Z W Z_ p W J O m a- Q 0 Z 0 Z J 0 O 3: J a � cn X I= 3: a Q U J 0 w Z in O o W 1- J U D- O of 1- W2 1 3'-3" X 7'-10" 0'-0" 0 0 0 0 0 TRUSTIEL DOOR SIDELITE - COORDINATE W/ DOOR MFG. 8 1 5'-8" X 6'-10" 3'-0" 0 0 0 0 0 W4 1 3'-4" X 6'-10" 3'-0" 0 0 0 0 0 W5 1 3'-0" X 4'-0" 3'-2" 0 0 0 0 W6 1 6'-0" X 4'-0" 3'-2" 0 0 0 0 DOUBLE CASEMENT W7 1 4'-0" X 4'-0" 3'-2" 0 0 0 0 0 @ BATHTUB - GC TO VERIFY GLASS W/ OWNER - THIN REEDED GLASS SUGGESTED W8 1 4'-0" X 4'-0" 3'-2" 0 0 0 0 W9 1 6'-0" X 2'-0" 5'-2" 0 0 0 0 W10 1 6'-0" X 4'-0" 3'-2" 0 0 0 0 0 EGRESS COMPLIANT W11 1 6'-0" X 4'—O" 3'-2" 0 0 0 0 o EGRESS COMPLIANT DOOR SCHEDULE SIZE TYPE CORE FUNCTION GLAZING NOTES W X H (R.0.) THK ALL DOOR HARDWARE & DOOR STYLES TO BE SELECTED BY OWNER W Lv 0 Y 0 U OCK of OU U p W J J W J m Z _ \\ _ p 0 W — J Z W O Y U W m o' 0 Q Q U Cn M W x J O J O Q Z O — U O Z O w J of w Q U) O N Z w 0 = m = D_ D_ m m I— U D_ 0 D_ OA 1 6'-0" X 6'-8" 0 0 0 0 0 0 o TRUSTILE ENTRY DOOR - GLASS SPEC (FROSTED, REEDED, CLEAR) BY OWNER BO 1 3'-0" X 6'-8" 0 0 0 0 0 PROVIDE WEATHER SEALS CO 1 2'-6" X 6'-8" 0 0 0 0 0 (E) GARAGE DOOR - PROVIDE WEATHER SEALS & VERIFY 20 MIN RTG DO 1 2'-4" X 6'-8" 0 0 0 0 o REVERSE (E) DOOR SWING AND RELOCATE PER PLAN EO 1 3'-0" X 7'-10" 0 0 0 0 0 0 o TRUSTILE ENTRY DOOR - COORDINATE W/ SIDELITE FO 1 2'-6" X 6'-8" 0 0 0 0 0 GO 1 2'-6" X 6'-8" 0 0 0 0 HO 1 2'-6" X 6'-8" 0 0 0 0 lO 1 8'-0" X 6'-8" 0 0 0 0 JO 2 8'-2" X 7'-0" o SALVAGE & RE -USE EXISTING GARAGE DOORS DOOR AND WINDOW NOTES ALL DIMENSIONS, FUNCTIONS AND PROPER CLEARANCES SHALL BE VERIFIED ON SITE BY GENERAL CONTRACTOR AND DOOR/WINDOW SUPPLIER PRIOR TO ORDERING. OWNER TO VERIFY KEYING AND LOCKSET FUNCTIONS PRIOR TO ORDERING. PROVIDE PRIVACY LOCKS AT ALL BATHROOMS. ALIGN NEW WINDOW HEADERS AND SILLS WITH EXISTING WINDOWS. SITE CONDITIONS TO TAKE PRECEDENCE OVER CALLOUTS. PROVIDE MINIMUM CODE CLEARANCES AND DIMENSIONS FOR ALL EGRESS WINDOWS. GLAZING IN HAZARDOUS LOCATIONS SHALL BE TEMPERED: - INGRESS AND EGRESS DOORS - PANELS IN SLIDING OR SWINGING DOORS - DOORS AND ENCLOSURE FOR HOT TUB, BATHTUB, SHOWERS (ALSO GLAZING IN WALL ENCLOSING THESE COMPARTMENTS WITHIN 5' OF STANDING SURFACE - IF WITHIN 2' OF VERTICAL EDGE OF CLOSED DOOR AND WITHIN 5' OF STANDING SURFACE - IN WALL ENCLOSING STAIRWAY LANDING ALL JAMB MATERIAL TO BE SOLID STOCK. NO FINGER JOINT JAMBS. ALL TEMPERED GLASS TO BE ETCH MARKED. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED .75 INCH IN HEIGHT FOR SLIDING DOORS SERVING DWELLING UNITS OR 0.5 INCH FOR OTHER DOORS. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 0.25 INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50% SLOPE). PROVIDE EMERGENCY ESCAPE IN EVERY SLEEPING ROOM. EMERGENCY ESCAPE SHALL OPEN DIRECTLY INTO A PUBLIC WAY, ALLEY, YARD OR EXIT COURT AND SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SQ. FT., (5.0 SF ON GROUND LEVEL) MINIMUM NET CLEAR OPENABLE HEIGHT OF 24" AND A MINIMUM NET CLEAR OPENABLE WIDTH OF 20" AND HAVE A SILL HEIGHT OF NOT MORE THAN 44". INSULATE ALL EXTERIOR WINDOW AND DOOR HEADERS WITH MIN. R-10 INSULATION PER WSEC TABLE R402.1.1 GENERAL NOTES DRYER VENT, BATHROOM AND KITCHEN EXHAUST VENT DIRECT TO EXTERIOR SHOWERHEADS AND SINKS TO BE 1.75 GPM. BATHROOM FAUCETS TO BE 1.0 GPM SMOKE DETECTORS ARE REQUIRED TO BE HARD WIRED WITH BATTERY BACKUP AND INSTALLED IN EACH BEDROOM AND OUTSIDE OF EACH BEDROOM SLEEPING AREAS. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED. ONE CARBONMONOXIDE ALARM IS REQUIRED TO BE INSTALLED OUTSIDE OF THE SLEEPING AREAS. SITE CONDITIONS AND DIMENSIONS TAKE PRECEDENT OVER CALLOUTS ON DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR THEIR AGENTS OR SUB -CONTRACTORS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. THE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL SITE CONDITIONS. CLARIFICATIONS ARE TO BE OBTAINED FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK. WALL ASSEMBLY NOTES: BASE & TRIM AT ALL NEW WALLS TO MATCH (E) RESIDENCE SYMBOLS EXHAUST FAN; 50cm INTERMITTENT PER TABLE M1505.4.4 OF THE 2018 IRC; VENT THROUGH ROOF 0 COMBO 110 V SMOKE AND CARBON MONOXIDE DETECTOR PER R314.2 AND R315.2 WASH. STATE AMENDMENTS HD HEAT DETECTOR PER R314 WASH. STATE AMENDMENTS 8 WINDOW TAG ODOOR TAG OF ROOF ABOVE :LOW FOR CO uJ V Project No. 2021.01 / 11699 REGISTERED � ARCHITECT BLA E BETHARDS STATE OF WASHINGTON Revisions Notes Revisions Project North 0 Scale 3/8"=1'-0" FLOOR PLANS R Jul 2 mlL�Y O S DEVELOPMENT SERVICES DEPARTMENT BETHARDS ARCHITECTURE + DESIGN © 2021 ROOF VENTILATION - ADDITION PROPOSED ATTIC AREA 787 SF REQUIRED 1/150TH 5.25 SF / 756 SQ. IN PROVIDE CONTINUOUS SOFFIT VENTS = 1,130.4 SQ IN* * SOFFIT VENT = 9" NFA / LF. LF OF SOFFIT = 125.6' PROVIDE BUG SCREEN © BACK —SIDE OF VENT. BASIS OF DESIGN = AIR VENT INC. MODEL # SV202 GENERAL NOTES DRYER VENT, BATHROOM AND KITCHEN EXHAUST VENT DIRECT TO EXTERIOR SHOWERHEADS AND SINKS TO BE 1.75 GPM. BATHROOM FAUCETS TO BE 1.0 GPM SMOKE DETECTORS ARE REQUIRED TO BE HARD WIRED WITH BATTERY BACKUP AND INSTALLED IN EACH BEDROOM AND OUTSIDE OF EACH BEDROOM SLEEPING AREAS. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED. ONE CARBONMONOXIDE ALARM IS REQUIRED TO BE INSTALLED OUTSIDE OF THE SLEEPING AREAS. SITE CONDITIONS AND DIMENSIONS TAKE PRECEDENT OVER CALLOUTS ON DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR THEIR AGENTS OR SUB —CONTRACTORS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. THE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL SITE CONDITIONS. CLARIFICATIONS ARE TO BE OBTAINED FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK. WALL ASSEMBLY NOTES: BASE & TRIM AT ALL NEW WALLS TO MATCH (E) RESIDENCE SYMBOLS EXHAUST FAN; 50cm INTERMITTENT PER TABLE M1505.4.4 OF THE 2018 IRC; VENT THROUGH ROOF 0 COMBO 110 V SMOKE AND CARBON MONOXIDE DETECTOR PER R314.2 AND R315.2 WASH. STATE AMENDMENTS HD HEAT DETECTOR PER R314 WASH. STATE AMENDMENTS 8 WINDOW TAG ODOOR TAG IT - ITY 'BELOW FLOW uJ V Project No. 2021.01 / 11699FREGISTEREDBL STATE OF WASHINGTON Revisions Notes Revisions Project North IT- o Scale 3/8"=1'-0" ROOF PLAN RE 1111 4EDDS EY DEVELOPMENT SERVICES DEPARTMENT BETHARDS ARCHITECTURE + DESIGN © 2021 ELEVATION / SECTION NOTES FLASHING NOTE PROVIDE METAL FLASHING OVER TOPS OF WINDOWS AND TOPS OF TRIMS DIRECTLY EXPOSED TO WEATHER. PROVIDE CLASS II VAPOR RETARDER AT RIM JOISTS. INSULATE ALL EXTERIOR WINDOW AND DOOR HEADERS WITH MIN. R-10 INSULATION PER WSEC TABLE R402.1.1 ROOFING MATERIAL, SIDING AND FLASHING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INDUSTRY STANDARDS AND PER I.R.C. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR CEDAR. ALL METAL CONNECTIONS TO TREATED WOOD SHALL BE AT A MINIMUM; TRIPPLE ZINC ZMAX (G185 PER ASTM A653); HOT DIP GALVANIZE ASTM A123 FOR CONNECTORS AND ASTM153 FOR FASTENERS AND ANCHORS. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. PROTECTION FROM DECAY IS REQUIRED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO WEATHER. PORCHES, BALCONIES, RAMPS OR RAISED SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. SITE ADDRESS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH BACKGROUND, BE ARABIC NUMBERS OR ALPHABETICAL LETTERS, BE A MIN. OF 4" IN HEIGHT WITH A MIN. STROKE WIDTH OF 1 /2". (R319.1) SEPARATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MECHANICAL, AND ELECTRICAL. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS TO OWNER AND FRAMER TO REVIEW AND APPROVE PRIOR TO FABRICATION. TJI PRODUCTS TO BE INSTALLED PER MANUFACTURER'S INSTALLATION GUIDE AND APPROVED REPORTS. ALL BATHROOM FANS, KITCHEN HOODS, AND DRYER DUCTS SHALL BE EXHAUSTED THROUGH THE ATTIC TO THE ROOF OR THROUGH THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUCTS SHALL TERMINATE AT LEAST 36" FROM A WINDOW OPENING. APPROVED CORROSION —RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER INTO THE BUILDING'S STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHING WILL BE INSTALLED AT THE FOLLOWING LOCATIONS: — EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCOS WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. — CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. — WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACHED TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION. — AT WALL AND ROOF INTERSECTIONS. — AT BUILT IN GUTTERS. LEVELS/ HEIGHT VERIFICATION NOTE GC TO VERIFY ALL PREVIOUSLY SURVEYED ELEVATIONS PRIOR TO THE START OF CONSTRUCTION TO ENSURE ALL LEVELS AND DATUM POINTS AS SHOWN ON THE ARCHITECTURAL DRAWINGS ARE CONSISTENT. PARTICULAR ATTENTION MUST BE PAID TO THE MAXIMUM ALLOWABLE BLDG. HEIGHT, FLOOR, AND ROOF RIDGE ELEVATIONS. SCOPE OF REMODEL EXISTING RESIDENCE - NO EXTERIOR WORK EXISTING RESIDENCE - NO EXTERIOR WORK SCOPE OF REMODEL WEST ELEVATION SCALE: 1/4" = 1' N r\-I c9 0o N N r\-I 00 N MAXIMUM BLDG. HEIGHT +392.8' ROOF PEAK +391.86' (E) ROOF RIDGE +/- 382.61' L3 380.53' _ L2 +371.82' AVG. FINISH GRADE +368.2' AVG. FINISH GRADE -TRE 366.65' L1 +363.28' MAXIMUM BLDG. HEIGHT +392.8' _ ROOF PEAK +391.86' (E) ROOF RIDGE +/- 382.61' L3 380.53' _ L2 +371.82' AVG. FINISH GRADE +368.2' AVG. FINISH GRADE -TREL 366.65' _ L1 +363.28' UJ V UJ z UJ z a 4n LU LU 1x1x Project No. 2021.01 i / 11699 REGISTERED ARCHITECT \ BLA E BETHARDS STATE OF WASHINGTON Revisions Notes Revisions Project North 0 Scale 3/8"=1'-0" EXTERIOR ELEVATIONS 2 R Juff 01,, DEVELOPMENT SERVICES DEPARTMENT EAST ELEVATION SCALE: 1/4" = 1' BETHARDS ARCHITECTURE + DESIGN © 2021 ELEVATION / SECTION NOTES FLASHING NOTE PROVIDE METAL FLASHING OVER TOPS OF WINDOWS AND TOPS OF TRIMS DIRECTLY EXPOSED TO WEATHER. PROVIDE CLASS II VAPOR RETARDER AT RIM JOISTS. INSULATE ALL EXTERIOR WINDOW AND DOOR HEADERS WITH MIN. R-10 INSULATION PER WSEC TABLE R402.1.1 ROOFING MATERIAL, SIDING AND FLASHING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INDUSTRY STANDARDS AND PER I.R.C. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR CEDAR. ALL METAL CONNECTIONS TO TREATED WOOD SHALL BE AT A MINIMUM; TRIPPLE ZINC ZMAX (G185 PER ASTM A653); HOT DIP GALVANIZE ASTM A123 FOR CONNECTORS AND ASTM153 FOR FASTENERS AND ANCHORS. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. PROTECTION FROM DECAY IS REQUIRED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO WEATHER. PORCHES, BALCONIES, RAMPS OR RAISED SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. SITE ADDRESS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH BACKGROUND, BE ARABIC NUMBERS OR ALPHABETICAL LETTERS, BE A MIN. OF 4" IN HEIGHT WITH A MIN. STROKE WIDTH OF 1 /2". (R319.1) SEPARATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MECHANICAL, AND ELECTRICAL. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS TO OWNER AND FRAMER TO REVIEW AND APPROVE PRIOR TO FABRICATION. TJI PRODUCTS TO BE INSTALLED PER MANUFACTURER'S INSTALLATION GUIDE AND APPROVED REPORTS. ALL BATHROOM FANS, KITCHEN HOODS, AND DRYER DUCTS SHALL BE EXHAUSTED THROUGH THE ATTIC TO THE ROOF OR THROUGH THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUCTS SHALL TERMINATE AT LEAST 36" FROM A WINDOW OPENING. APPROVED CORROSION —RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER INTO THE BUILDING'S STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHING WILL BE INSTALLED AT THE FOLLOWING LOCATIONS: — EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCOS WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. — CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. — WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACHED TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION. — AT WALL AND ROOF INTERSECTIONS. — AT BUILT IN GUTTERS. LEVELS / HEIGHT VERIFICATION NOTE GC TO VERIFY ALL PREVIOUSLY SURVEYED ELEVATIONS PRIOR TO THE START OF CONSTRUCTION TO ENSURE ALL LEVELS AND DATUM POINTS AS SHOWN ON THE ARCHITECTURAL DRAWINGS ARE CONSISTENT. PARTICULAR ATTENTION MUST BE PAID TO THE MAXIMUM ALLOWABLE BLDG. HEIGHT, FLOOR, AND ROOF RIDGE ELEVATIONS. MAXIMUM BLDG. HEIGHT +392.8' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N OD 60 N 4 19 _\00 SOUTH ELEVATION SCALE: 1/4" = 1' N r\-I c9 a0 N ROOF PEAK +391.86' (E) ROOF RIDGE +/- 382.61' L3 380.53' L2 +371.82' AVG. FINISH GRADE - RES +368.2' AVG. FINISH GRADE - THE 366.65' L1 +363.28' MAXIMUM BLDG. HEIGHT +392.8' r?nnr DGAV -0vo.e-o UJ V UJ z UJ z a 4n LU LU 1x1x Project No. 2021.01 i / 11699 REGISTERED \ ARCHITECT \ BLA E BETHARDS STATE OF WASHINGTON Revisions Notes Revisions Project North 0 ADE Scale 3/8'*V-0" l_u]mr:12 EXTERIOR ELEVATIONS NORTH ELEVATION SCALE: 1/4" = 1' A2RE B Jul 19 22 DEVELOPMENT SERVICES DEPARTMENT BETHARDS ARCHITECTURE + DESIGN © 2021 ELEVATION / SECTION NOTES FLASHING NOTE PROVIDE METAL FLASHING OVER TOPS OF WINDOWS AND TOPS OF TRIMS DIRECTLY EXPOSED TO WEATHER. PROVIDE CLASS II VAPOR RETARDER AT RIM JOISTS. INSULATE ALL EXTERIOR WINDOW AND DOOR HEADERS WITH MIN. R-10 INSULATION PER WSEC TABLE R402.1.1 ROOFING MATERIAL, SIDING AND FLASHING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INDUSTRY STANDARDS AND PER I.R.C. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR CEDAR. ALL METAL CONNECTIONS TO TREATED WOOD SHALL BE AT A MINIMUM; TRIPPLE ZINC ZMAX (G185 PER ASTM A653); HOT DIP GALVANIZE ASTM A123 FOR CONNECTORS AND ASTM153 FOR FASTENERS AND ANCHORS. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. PROTECTION FROM DECAY IS REQUIRED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO WEATHER. PORCHES, BALCONIES, RAMPS OR RAISED SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. SITE ADDRESS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH BACKGROUND, BE ARABIC NUMBERS OR ALPHABETICAL LETTERS, BE A MIN. OF 4" IN HEIGHT WITH A MIN. STROKE WIDTH OF 1 /2". (R319.1) SEPARATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MECHANICAL, AND ELECTRICAL. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS TO OWNER AND FRAMER TO REVIEW AND APPROVE PRIOR TO FABRICATION. TJI PRODUCTS TO BE INSTALLED PER MANUFACTURER'S INSTALLATION GUIDE AND APPROVED REPORTS. ALL BATHROOM FANS, KITCHEN HOODS, AND DRYER DUCTS SHALL BE EXHAUSTED THROUGH THE ATTIC TO THE ROOF OR THROUGH THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUCTS SHALL TERMINATE AT LEAST 36" FROM A WINDOW OPENING. APPROVED CORROSION —RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER INTO THE BUILDING'S STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHING WILL BE INSTALLED AT THE FOLLOWING LOCATIONS: — EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCOS WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. — CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. — WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACHED TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION. — AT WALL AND ROOF INTERSECTIONS. — AT BUILT IN GUTTERS. LEVELS/ HEIGHT VERIFICATION NOTE GC TO VERIFY ALL PREVIOUSLY SURVEYED ELEVATIONS PRIOR TO THE START OF CONSTRUCTION TO ENSURE ALL LEVELS AND DATUM POINTS AS SHOWN ON THE ARCHITECTURAL DRAWINGS ARE CONSISTENT. PARTICULAR ATTENTION MUST BE PAID TO THE MAXIMUM ALLOWABLE BLDG. HEIGHT, FLOOR, AND ROOF RIDGE ELEVATIONS. MAXIMUM BLDG. HEIGHT -392.8' ------------------------------------------------------------------ ROOF PEAK UJ z LU Ix Project No. Revisions Notes Revisions UJ tj z LU 0 4n LU Cid 2021.01 11699 PIBIETHARDS \ BL STATE OF WASHINGTON Project North Scale SECTIONS 3/8'*V-0" R Jul 2 3Y O DS ff DEVELOPMENT SERVICES DEPARTMENT LONG SECTION -1 SCALE: 3/8" = f BETHARDS ARCHITECTURE + DESIGN © 2021 ELEVATION / SECTION NOTES I I FLASHING NOTE PROVIDE METAL FLASHING OVER TOPS OF WINDOWS APPROVED CORROSION —RESISTANT FLASHING SHALL BE AND TOPS OF TRIMS DIRECTLY EXPOSED TO APPLIED SHINGLE FASHION IN SUCH A MANNER TO WEATHER. PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER INTO THE BUILDING'S PROVIDE CLASS II VAPOR RETARDER AT RIM JOISTS. STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR INSULATE ALL EXTERIOR WINDOW AND DOOR HEADERS WALL FINISH. APPROVED CORROSION RESISTANT WITH MIN. R-10 INSULATION PER WSEC TABLE FLASHING WILL BE INSTALLED AT THE FOLLOWING R402.1.1 LOCATIONS: ROOFING MATERIAL, SIDING AND FLASHING SHALL BE — EXTERIOR WINDOW AND DOOR OPENINGS. INSTALLED PER MANUFACTURER'S SPECIFICATIONS, FLASHING AT EXTERIOR WINDOW AND DOOR INDUSTRY STANDARDS AND PER I.R.C. OPENING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. TREATED OR CEDAR. — AT THE INTERSECTION OF CHIMNEYS OR OTHER ALL METAL CONNECTIONS TO TREATED WOOD SHALL BE MASONRY CONSTRUCTION WITH FRAME OR AT A MINIMUM; TRIPPLE ZINC ZMAX (G185 PER ASTM STUCCOS WALLS. A653); HOT DIP GALVANIZE ASTM A123 FOR CONNECTORS AND ASTM153 FOR FASTENERS AND — UNDER AND AT THE ENDS OF MASONRY, WOOD, ANCHORS. OR METAL COPINGS AND SILLS. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR — CONTINUOUSLY ABOVE ALL PROJECTING WOOD ENVELOPE PENETRATIONS. TRIM. PROTECTION FROM DECAY IS REQUIRED FOR ALL WOOD — WHERE EXTERIOR PORCHES, DECKS, OR STAIRS SIDING AND WALL FRAMING LESS THAN 2" ABOVE ATTACHED TO A WALL OR FLOOR ASSEMBLY OF CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND WOOD FRAME CONSTRUCTION. SIMILAR HORIZONTAL SURFACES EXPOSED TO WEATHER. — AT WALL AND ROOF INTERSECTIONS. PORCHES, BALCONIES, RAMPS OR RAISED SURFACES — AT BUILT IN GUTTERS. LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. LEVELS / HEIGHT VERIFICATION NOTE SITE ADDRESS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH BACKGROUND, BE GC TO VERIFY ALL PREVIOUSLY SURVEYED ELEVATIONS ARABIC NUMBERS OR ALPHABETICAL LETTERS, BE A PRIOR TO THE START OF CONSTRUCTION TO ENSURE ALL MIN. OF 4" IN HEIGHT WITH A MIN. STROKE WIDTH OF LEVELS AND DATUM POINTS AS SHOWN ON THE 1/2". (R319.1) ARCHITECTURAL DRAWINGS ARE CONSISTENT. PARTICULAR ATTENTION MUST BE PAID TO THE MAXIMUM ALLOWABLE SEPARATE PERMITS ARE REQUIRED FOR FENCES, BLDG. HEIGHT, FLOOR, AND ROOF RIDGE ELEVATIONS. PLUMBING, MECHANICAL, AND ELECTRICAL. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS TO OWNER AND FRAMER TO REVIEW AND APPROVE PRIOR TO FABRICATION. TJI PRODUCTS TO BE INSTALLED PER MANUFACTURER'S INSTALLATION GUIDE AND APPROVED REPORTS. ALL BATHROOM FANS, KITCHEN HOODS, AND DRYER DUCTS SHALL BE EXHAUSTED THROUGH THE ATTIC TO THE ROOF OR THROUGH THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUCTS SHALL TERMINATE AT LEAST 36" FROM A WINDOW OPENING. / PURLINS PER PLAN FRAMING PER PLAN -EXTEND PAST / BUILDING FACE FOR OVERHANG AIR IMPERMEABLE INSUUATION; / CLOSED CELL SPRAY FOAM OR TAPED COMPOSITION ASPHALT SHINGLE ROOF AND SEALED APPROVED RIGID BOARD INSULATION 6" AT R-7 PER INCH TO MEET FLASHING W/ DRIP R-38 MIN. PAINTED WOOD FASCIA 1 O rl T&G WOOD SOFFIT PAINTED GWB FINISH ROOF AWINING BEYOND ROOF AWINING BEYOND MIN. R-10 RIGID BOARD INSULATION AT PERIMETER OF FOUNDATION STEM WALL SLOPE GRADE AWAY FROM STRUCTURE 4" PER 1' MIN. GRANULAR BACKFILL TO BE FREE OF CONCRETE, COBBLES OR OTHER MATERIALS WHICH MAY DAMAGE PIPE 4" PVC SDR31 RIDGE PERF. PIPE. PLACE WEEPHOLES DOWNWARD. MIRAFI 140NSL FILTER FABRIC OR EQ. WRAP TO SURROUND GRAVEL. OVERLAP ON TOP.. MINIMUM 6" ROCK ON TOP 4" -12" WASHED ROCK TO TOP OF FOOTING. LOWER NON -VENTED ROOF SCALE: 1" = 1' ALIGN FINISH FLOOR W/ (E) FLOOR AT RESIDENCE R10 RIGID INSULATION BELOW NEW SLAB NEW SLAB PER ENG. - LTA IIILTi%1121:1 Te1:7:1121 V NEW I I I I — — — — — — — — - I PRE -MANUFACTURED F I nPFN WFR Wnnn RnnF I 2 A3.1 I �NEW� SCALE: 3/8" = 1' MAXIMUM BLDG. HEIGHT +392.8' — — — — — — — — — — — — — — — — — — — — — — ROOFPEAK +391.86' ;KING W/ 2" NT HOLES 3ION __TAL MESH SOFFIT VENT ;OFFIT _L L3 — 380.53' L2 — +371.82' AVG. FINISH GRADE — +367.04' L1 — +363.28' UJ V UJ z UJ Z � LU LU 92 Ix Project No. 2021.01 / 11699FREGISTEREDBL STATE OF WASHINGTON Revisions Notes Revisions Project North Scale SECTIONS 3/8"=1'-0" A3RE B Jul 19 22 DEVELOPMENT SERVICES DEPARTMENT FOOTING DRAIN - TYP SCALE: 1" = 1' SHORT SECTION -1 SCALE: 3/8" = 1' BETHARDS ARCHITECTURE + DESIGN © 2021 ELEVATION / SECTION NOTES FLASHING NOTE PROVIDE METAL FLASHING OVER TOPS OF WINDOWS AND TOPS OF TRIMS DIRECTLY EXPOSED TO WEATHER. PROVIDE CLASS II VAPOR RETARDER AT RIM JOISTS. INSULATE ALL EXTERIOR WINDOW AND DOOR HEADERS WITH MIN. R-10 INSULATION PER WSEC TABLE R402.1.1 ROOFING MATERIAL, SIDING AND FLASHING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INDUSTRY STANDARDS AND PER I.R.C. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR CEDAR. ALL METAL CONNECTIONS TO TREATED WOOD SHALL BE AT A MINIMUM; TRIPPLE ZINC ZMAX (G185 PER ASTM A653); HOT DIP GALVANIZE ASTM A123 FOR CONNECTORS AND ASTM153 FOR FASTENERS AND ANCHORS. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. PROTECTION FROM DECAY IS REQUIRED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO WEATHER. PORCHES, BALCONIES, RAMPS OR RAISED SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. SITE ADDRESS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH BACKGROUND, BE ARABIC NUMBERS OR ALPHABETICAL LETTERS, BE A MIN. OF 4" IN HEIGHT WITH A MIN. STROKE WIDTH OF 1 /2". (R319.1) SEPARATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MECHANICAL, AND ELECTRICAL. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS TO OWNER AND FRAMER TO REVIEW AND APPROVE PRIOR TO FABRICATION. TJI PRODUCTS TO BE INSTALLED PER MANUFACTURER'S INSTALLATION GUIDE AND APPROVED REPORTS. ALL BATHROOM FANS, KITCHEN HOODS, AND DRYER DUCTS SHALL BE EXHAUSTED THROUGH THE ATTIC TO THE ROOF OR THROUGH THE FLOOR SYSTEM TO AN OUTSIDE WALL. ALL WALL DUCTS SHALL TERMINATE AT LEAST 36" FROM A WINDOW OPENING. APPROVED CORROSION —RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER INTO THE BUILDING'S STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHING WILL BE INSTALLED AT THE FOLLOWING LOCATIONS: — EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCOS WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. — CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. — WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACHED TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION. — AT WALL AND ROOF INTERSECTIONS. — AT BUILT IN GUTTERS. LEVELS/ HEIGHT VERIFICATION NOTE GC TO VERIFY ALL PREVIOUSLY SURVEYED ELEVATIONS PRIOR TO THE START OF CONSTRUCTION TO ENSURE ALL LEVELS AND DATUM POINTS AS SHOWN ON THE ARCHITECTURAL DRAWINGS ARE CONSISTENT. PARTICULAR ATTENTION MUST BE PAID TO THE MAXIMUM ALLOWABLE BLDG. HEIGHT, FLOOR, AND ROOF RIDGE ELEVATIONS. PRE -MANUFACTURED 2" LAMINATED GLASS GUARDRAIL - WOOD OR ALUMINUM CAP SPECIFICATION BY OWNER. ATTACH USING DECK -RAIL GLASS LOCK OR EQUIV. PRE-ENGINEERED STANCHION. -+ 8'-6-1/2" AFF SQUARE PROFILE GUTTER TO MATCH FLASHING MUTUAL MATERIALS SLIM -BRICK CLADDING - FINAL SPEC BY OWNER -- _ 7'-0" AFF VIF EXISTING DOOR DIMENSIONS ROOF DECK ASSEMBLY SCALE: 11/2" = 1' NEW MAXIMUM BLDG. HEIGHT +392.8' I / I / ------------------------------------I- ROOF PEAK +391.86' L3 380.53' L2 +371.82' AVG. FINISH GRADE +367.04' L1 +363.28' MMA UJ V Project No. 2021.01 11699 PIBIETHARDS \ BL STATE OF WASHINGTON Revisions Notes Revisions Project North Scale SECTIONS 3/8'*V-0" R Jul 1 22 3 DEVELOPMENT SERVICES DEPARTMENT I NEW SHORT SECTION - 2 SCALE: 3/8" = 1' BETHARDS ARCHITECTURE + DESIGN © 2021 DESIGN CRITERIA FOUNDATIONS - CONVENTIONAL LIGHT -FRAME CONSTRUCTION" AND IBC SECTION 2304 - GENERAL CONSTRUCTION ABBREVIATIONS REQUIREMENTS. • GOVERNING BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE • CONFORM TO IBC CHAPTER 18 FOR SOILS AND FOUNDATIONS. WOOD MATERIALS IN DIRECT CONTACT WITH CONCRETE OR OTHERWISE REQUIRED TO BE PRESERVATIVE ADD'L ADDITIONAL AMENDMENTS. • ALLOWABLE SOIL BEARING PRESSURE - A GEOTECHNICAL REPORT WAS NOT PROVIDED FOR THIS PROJECT. TREATED SHALL CONFORM TO THE STANDARDS OF THE AMERICAN WOOD -PRESERVERS ASSOCIATION ALT ALTERNATE • RISK CATEGORY: II PRESUMPTIVE SOIL LOAD -BEARING VALUES BELOW WERE USED AS THE BASIS OF DESIGN. (AWPA). METAL HARDWARE AND FASTENERS INCONTACT WITH PT WOOD SHALL BE STAINLESS STEEL TYPE ARCH ARCHITECT/ARHITECTURAL • CONSTRUCTION LOADS: CONSTRUCTION LOADS (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE o 1500 PSF [IBC 2015 TABLE 1806.2] 316L, HOT DIP GALVANIZED, OR Z-MAX COATED PROVIDED THE ZINC CONTENT IS AT LEAST 1.85 OZ/SF B/ BOTTOM OF DESIGN LIVE LOAD PER SQUARE FOOT. • ALL FOUNDATIONS AND SLABS -ON -GRADE SHALL BEAR ON STRUCTURAL COMPACTED FILL OR COMPETENT • LIVE LOADS: NATIVE SOIL. EXTERIOR AND PERMITER FOOTINGS SHALL HAVE A MINIMUM DEPTH OF 18" AND INTERIOR BLKG BLOCKING o ROOF 20 PSF FOOTINGS SHALL HAVE A MINIMUM DEPTH OF 12". POST INSTALLED ANCHORS BM BEAM o FLOOR 40 PSF • CONCRETE SHALL CONFORM TO ACI 318-14 AND IBC CHAPTER 19, BOT BOTTOM • SNOW LOADS: • CONCRETE MIX DESIGN SHALL MEET OR EXCEED THE REQUIREMENTS BELOW: • POST -INSTALLED ANCHORS SHALL COMPLY WITH THE LATEST REVISION OF THE ICC-ES ACCEPTANCE BRG BEARING o GROUND SNOW LOAD 25 PSF o FOUNDATIONS, STEM WALLS CRITERIA AND HAVE A VALID ICC-ES REPORT OR IAPMO-ES REPORT IN ACCORANCE WITH THE APPLICABLE BTWN BETWEEN o FLAT ROOF SNOW LOAD 17.5 PSF o STRENGTH: 2500 PSI BUILDING CODE. CL CENTERLINE o IMPORTANCE FACTOR 1.0 o TEST AGE: 28 DAYS • REFERENCE GENERAL NOTES ABOVE FOR SUBSTITUTION CRITERIA. CJ CONSTRUCTION/CONTROL JOINT o SNOW EXPOSURE FACTOR Ce 1.0 o MAXIMUM AGGREGATE: 1" • REFERENCE TESTING AND INSPECTIONS SECTION ABOVE FOR SPECIAL INSPECTION CRITERIA FOR POST- CLR CLEAR o THERMAL FACTOR C 1.0 o EXPOSURE CLASSIFICATION: F1, Cl INSTALLED ANCHORS. CONC CONCRETE o MINIMUM ROOF SNOW LOAD 25 PSF o MAXIMUM W/C RATIO: 0.55 CONST CONSTRUCTION • WIND LOADS -ASCE 7-10 CHAPTER 28, PART 2 -ENVELOPE PROCEDURE: o TARGET AIR CONTENT: 4.5% (± 1.5%) CONT CONTINUOUS o BASIC WIND SPEED: 110 MPH (ULTIMATE) o MIX NOTES: CTRD CENTERED o EXPOSURE: B o THE MIX DESIGN SHALL MEET THE REQUIREMENTS OF ACI 318-14 CHAPTER 19 BASED ON THE DBL DOUBLE o COMPONENTS & CLADDING: EXPOSURE CLASSIFICTIONS IDENTIFIED ABOVE. DET DETAIL o END & CORNER ZONES 30 PSF (ASD) o CONCRETE SHALL HAVE A SLUMP OF 4" ± 1 " AT THE POINT OF DELIVERY. DF DOUGLAS FIR o INTERIOR ZONES 18 PSF (ASD) • ALL CONCRETE MUST ACHIEVE FULL COMPRESSIVE STRENGTH BEFORE BEING SUBJECT TO FREEZING AND DIAG DIAGONAL o ROOF OVERHANG -50 PSF (ASD) THAWING CYCLES. • SEISMIC LOADS - ASCE 7-10 CHAPTER 12, EQUIVALENT LATERAL FORCE PROCEDURE: • POSITION AND SECURE EMBEDDED ITEMS PRIOR TO PLACING CONCRETE. REFERENCE ALL CONTRACT DWG DRAWING o IMPORTANCE FACTOR 1.0 DRAWINGS AND COORDINATE EMBEDDED ITEMS. EA EACH o SS 1.298 g • REFERENCE TESTING AND SPECIAL INSPECTION SECTION FOR CONCRETE TESTING AND ACCEPTANCE EF EACH FACE o Si 0.458 g CRITERIA. EN EDGE NAILING o SDS 1.038 g • CONCRETE MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS EL ELEVATION o Spl 0.565 g o PORTLAND CEMENT ASTM C150 EMBED EMBEDMENT o SITE CLASS D o AGGREGATES ASTM C33 ENGR ENGINEER o SEISMIC DESIGN CATEGORY D o MIXING WATER ASTM C1602 FOR ENGINEER OF RECORD o BASIC SEISMIC FORCE RESISTING SYSTEM o AIR ENTRAINMENT ASTM C260 EQ EQUAL o LIGHT FRAMED WOOD WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR o MIXING AND TRANSPORTING ASTM C94 OF ASTM C685 ES EACH SIDE RESISTANCE • CONCRETE PLACEMENT, CONSOLIDATION AND CURING SHALL BE IN CONFORMANCE WITH ACI 318-14 EW EACH WAY o DESIGN BASE SHEAR 4271 LBS (ASD) CHAPTER 26. (E) EXISTING o CS 0.16 • CONCRETE REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS EXT EXTERIOR • DEFLECTIONS: o REINFORCING BARS ASTM A615, GRADE 60 F/ FACE OF o ROOF TOTAL LOAD U240 • REINFORCING BARS SHALL NOT BE WELDED, HEATED OR CUT UNLESS INDICATED ON THE CONTRACT FLR FLOOR o ROOF LIVE LOAD U360 DOCUMENTS OR APPROVED BY THE EOR. FDTN FOUNDATION o FLOOR TOTAL LOAD U360 • REINCORCING COVER REQUIREMENTS SHALL BE: o FLOOR LIVE LOAD U480 o CAST AGAINST EARTH 3" FOOTING o EXPOSED TO WEATHER/EARTH 1-1/2" GA GA GAUGE GENERAL NOTES o SLABS AND WALLS 3/4" GALV GALVANIZED • REFERENCE DRAWINGS FOR REINFORCEMENT SPLICES AND DEVELOPMENT LENGTHS. GEN GENERAL • NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL STRUCTURAL GLB GLUE LAMINATED BEAM NOTES. WOOD GR GRADE • THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BEGINNING WORK. ALL UNDERGROUND GT GIRDER TRUSS UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO EXCAVATION. THE ARCHITECT AND FOR SHALL • ALL WOOD PRODUCTS AND CONSTRUCTION SHALL CONFORM TO IBC CHAPTER 23, NDS AND NDS GWB GYPSUM WALL BOARD BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. SUPPLEMENT (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION), ANSI/TPI 1 (NATIONAL DESIGN HD H OWN • COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. DO NOT SCALE STRUCTURAL DRAWINGS. STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION) • REFERENCE THE ARCHITECTURAL DRAWINGS FOR OPENINGS, INTERIOR AND EXTERIOR NON -BEARING • ALL SAWN LUMBER AND PRE -MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY A GRADE MARK HDR HEADER WALLS, CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, OR CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY HF HEM -FIR INSERTS, FINISHES, STAIRS, AND DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. • SAWN LUMBER SHALL CONFORM TO THE GRADING RULES OF WWPA, WCLIB, OR NLGA, AND BE OF SPECIES HORIZ HORIZONTAL • METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE AND GRADE AS LISTED BELOW HSS HOLLOW STRUCTURAL SECTION CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE o STUDS & PLATES (2X & 3X) HF #2 HT HEIGHT THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. o POSTS (4X) HF #2 INT INTERIOR • THE CONTRACT DRAWINGS REPRESENT THE STRUCTURE IN ITS FINISHED STATE. THEY DO NOT INDICATE o JOISTS (2X) HF #2 Ld DEVELOPMENT LENGTH THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO o BEAMS (4X) HF #2 LONG LONGITUDINAL PROTECT THE STRUCTURE, WORKERS, AND VISITORS DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED o BEAMS (6X) DF #1 Ls SPLICE LENGTH TO BRACING, SHORING, AND SAFETY STANDARDS SUCH AS OSHA AND WSHA. A VISIT TO THE SITE BY THE o POSTS (6X) DF #1 LSL LAMINATED STRAND LUMBER FOR SHALL NOT INCLUDE REVIEW OF THESE ITEMS. WOOD STRUCTURAL SHEATHING SHALL BE APA RATED AND CONFORM TO THE PRODUCT STANDARDS PS-1- LVL LAMINATED VENEER LUMBER • OPENINGS, NOTCHES, HOLES, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS UNLESS 95 & PS-2-92 OF THE US DEPARTMENT OF COMMERCE AND THE AMERICAN PLYWOOD ASSOCIATION (APA). MAX MAXIMUM SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. o ROOF SHEATHING MECH MECHANICAL • PRODUCTS SPECIFIED IN THESE DRAWINGS ARE USED AS THE BASIS OF DESIGN FOR THE PROJECT o THICKNESS 15/32" MFR MANUFACTURER SUBSTITUTIONS MAY BE SUBMITTED TO THE FOR FOR REVIEW. SUBSTITUTION REQUESTS MUST CONTAIN o SPAN RATING 24/16 MIN MINIMUM A CURRENT ICC-ESR OR IAPMO-ER REPORT IDENTIFYING THE SAME OR GREATER LOAD CAPACITY FOR THE o GRADE C-D MISC MISCELLANEOUS REQUESTED COMPONENT. o EXPOSURE 1 • DETAILS IDENTIFIED ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ESTIMATING AND CONSTRUCTION TO o FLOOR SHEATHING MTL METAL EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE. o THICKNESS 23/32" (N) NEW o SPAN RATING 24 OC NOM NOMINAL DEFERRED SUBMITTALS o GRADE STUDD-1 FLOOR NTS NOT TO SCALE o EXPOSURE 1 OC ON CENTER • ALL PRE-ENGINEERED, PRE -FABRICATED, AND PRE -MANUFACTURED PRODUCTS DESIGNED BY OTHERS WALL SHEATHING OPP OPPOSITE SHALL BE DESIGNED FOR ALL APPLICABLE LOADING AND DEFLECTIONS OUTLINED ABOVE. DESIGN SHALL o o THICKNESS 15/32" OSB ORIENTED STRAND BOARD CONFORM TO THE PROJECT DRAWINGS, REFERENCE STANDARDS, AND THE GOVERNING CODE. o SPAN RATING 32/16 OWWJ OPEN WEB WOOD JOIST • DRAWINGS, CALCULATIONS AND PROUCT DATA FOR THE DESIGN AND FABRICATIONS OF DEFERRED o GRADE C-D PL PLATE SUBMITTAL ITEMS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED EXPOSURE 1 IN THE STATE OF WASHINGTON WHO IS RESPONSIBLE FOR THE DESIGN OF THE ITEMS. DEFERRED o PERP PERPENDICULAR SUBMITTAL INFORMATION SHALL BE SUBMITTED TO THE ARCHITECT/EOR AND BUILDING DEPARTMENT AS ENGINEERED WOOD PRODUCTS: THE FOLLOWING MATERIALS ARE BASED ON LUMBER MANUFACTURED BY PLY PLYWOOD REQUIRED FOR REVIEW PRIOR TO FABRICATION. FOR REVIEW IS FOR GENERAL CONFORMANCE WITH THE TRUSJOIST BY WEYERHAEUER WHICH WAS USED AS THE BASIS OF DESIGN FOR THIS PROJECT ALTERNATE PSL PARALLEL STRAND LUMBER DESIGN CRITERIA AND PROJECT DRAWINGS. ALL NECESSARY HARDWARE, ANCHORAGE, AND BRACING PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC-ESR/ PT PRESSURE TREATED SPECIFICATIONS SHALL BE FURNISHED BY THE MANUFACTURER. THE DESIGN AND CONNECTION TO THE IAPMO-ER APPROVAL FOR EQUIVALENT OR GREATER CAPACITY AND ARE REVIEWED AND APPROVED BY THE REF REFERENCE PRIMARY STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER IN CHARGE OF THE DEFERRED SUBMITTAL EOR. o LAMINATED VENEER LUMBER (LVL) CONFORMING TO ICC ES REPORT NUMBER ESR-1387 REINF REINFORCING ITEMS. DEFERRED SUBMITTAL ITEMS INCLUDE: o PARALLEL STRAND LUMBER (PSL) CONFORMING TO ICC ES REPORT NUMBER ESR-1387. USE REQ'D REQUIRED o PRE -MANUFACTURED WOOD ROOF TRUSSES 2.2E GRADE UNLESS NOTED OTHERWISE. RET RETAINING o LAMINATED STRAND LUMBER (LSL) CONFORMING TO ICC ES REPORT NUMBER ESR-1387. SCHED SCHEDULE TESTING & SPECIAL INSPECTIONS o 1 JOISTS (TJI) CONFORMING TO ICC ES REPORT NUMBER ER-1153. THE MANUFACTURER SHALL SEC SECTION DESIGN THE JOISTS FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. JOISTS SHALL SHTG SHEATHING • BUILDING OFFICIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH IBC SECTION 110. THE HAVE WOOD CHORDS AND SOLID WOOD WEBS. SIM SIMILAR CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. • THE LATEST PRODUCT CATALOGS PRODUCED BY THE SIMPSON STRONG -TIE COMPANY, INC WERE USED SOG SLAB -ON -GRADE • SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT, THIRD -PARTY INSPECTOR. SPECIAL AS THE BASIS OF DESIGN FOR THIS PROJECT. REFERENCE GENERAL NOTES ABOVE FOR SUBSTITUTION SPEC SPECIFICATION INSPECTIONS SHALL BE PERFORMED AS OUTLINED BELOW. THE CONTRACTOR SHALL COORDINATE ALL CRITERIA. SQ SQUARE REQUIRED SPECIAL INSPECTIONS. SUBMIT COPIES OF ALL SPECIAL INSPECTION REPORTS TO THE FOR FOR • WOOD CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURERE'S PROVIDED INSTALLATION STD STANDARD REVIEW. INSTRUCTIONS TO OBTAIN THE MAXIMUM LOAD CAPACITY OF THE CONNECTOR, UNLESS NOTED OTHERWISE STIFF STIFFENER o FOUNDATION REINFORCING PRIOR TO POURING IN THE DRAWINGS. STRUCT STRUCTURAL o POST INSTALLED EPDXY ANCHOR INSTALLATION • NAILING SHALL CONFORM TO IBC TABLE 2304.10.1 UNLESS MORE RESTRICTIVE NAILING IS INDICATED ON SW SHEAR WALL • STRUCTURAL OBSERVATIONS, WHEN REQUIRED BY THE PROVISIONS OF CHAPTER 17 OF THE IBC, THE PLANS OR DETAILS. T/ TOP OF THE OWNER OR OWNER'S AUTHORIZED AGENT SHALL EMPLOY THE FOR TO PERFORM STRUCTURAL • NAILS SHALL BE COMMON SIZES UNLESS NOTED OTHERWISE ON THE DRAWINGS. T&B TOP & BOTTOM OBSERVATIONS. STRUCTURAL OBSERVATIONS DO NOT INCLUDE OR WAIVE THE RESPONSIBILITY BUILDING • NAILS AND STAPLES SHALL CONFORM TO IBC SECTION 2303.6. T&G TONGUE & GROOVE DEPARTMENT INSPECTIONS OR THIRD PARTY SPECIAL INSPECTIONS, OR ANY OTHER INSPECTIONS • NAIL SIZES SHALL BE AS FOLLOWS: THK THICK REQUIRED BY CODE. o 8D COMMON LENGTH = 2-1/2" DIAMETER=0.131 " THRU THROUGH o CONCRETE REINFORCEMENT PRIOR TO POURING o 10D COMMON LENGTH = 3" DIAMETER = 0.148" o SUBSTANTIAL COMPLETION OF SHEAR WALL NAILING & HOLD DOWN HARDWARE o 16D COMMON LENGTH = 3-1/2" DIAMETER = 0.162" TJI TRUSJOIST WOOD I JOIST o SUBSTANTIAL COMPLETION OF ROOF DIAPHRAGM NAILING & CONNECTIONS o 16D SINKER LENGTH = 3-1/4" DIAMETER 0.148" TRANS TRANSVERSE • LAG SCREWS AND THRU BOLTS SHALL BE A307. PROVIDE PLATE WASHERS UNDER HEADS AND NUTS OF ALL TYP TYPICAL BOLTS AND LAG SCREWS BEARING ON WOOD. UNO UNLESS NOTED OTHERWISE • SHEAR WALL HOLDOWN HARDWARE IS SPECIFIED FROM THE LATEST PRODUCT CATALOGS PRODUCED VERT VERTICAL BY THE SIMPSON STRONG -TIE COMPANY, INC. PROVIDE ADDITIONAL FRAMING MEMBERS PER THE WHS WELDED HEADED STUD MANUFACTURER'S INSTALLATION INSTRUCTIONS TO ACHIEVE THE MAXIMUM CAPACITY DO NOT WTS WELDED THREADED STUD COUNTERSINK HOLDOWN BOLTS. WWF WELDED WIRE FABRIC • UNLESS NOTED OTHERWISE ON THE DRAWINGS, CONSTRUCTION SHALL CONFORM TO IBC SECTION 2308 w Lu Lo j No 0 O J E � l �^ V dLo Z 0�:: 0r = 3I CN 00 c o, w Jo ,mow �•n T r � � � N UW z UCL O ROSE DE WAsy%yF Q �Q _ o < 54970 O�FSS10NAL�-�G\�tv 04/21 /2022 (0 2022 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. z 0 J n C) UD 0 Q CD z LU CD N z cy) 0 LLJ W r CL DESIGNED BY CRW DRAWN BY CRW DATE 04/19/2022 PHASE PERMIT SHEET TITLE STRUCTURAL GENERAL NOTES SCALE SHEET NUMBER S1.0 PROJECT NUMBER 22-13 I-------------- II I I �� --I I --------I II I----- I I--------------� II I� II I I I I I II II II I I I I I 2'-6'SQx12°THICK CONC M L 1J I I I- I I - - - - - - - r - - - - - - - - I 1'-6" THICK CONC FTG W/ (5) #4 LONG, T&B & #4 @ 12" OC TRANSV T&B �3 FOUNDATION PLAN SCALE: 1 /4" = 1'-0" FOUNDATION PLAN NOTES: 1. REFERENCE S1.0 FOR STRUCTURAL GENERAL NOTES AND DESIGN CRITERIA. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. DO NOT SCALE PLANS. UNLESS NOTED OTHERWISE, COLUMNS AND FOOTINGS ARE CENTERED ON GRID LINES. CONTINUOUS FOOTINGS SHALL BE CENTERED UNDER WALLS. FACE OF STUD SHALL ALIGN WITH FACE OF CONCRETE. POSTS, BUNDLED STUDS, OR COLUMNS ARE TO BE CENTERED ON FOOTING. 3. CONTRACTOR TO COORDINATE CURBS AND ELECTRICAL & MECHANICAL FLOOR OPENINGS AND PENETRATIONS WITH ARCHITECTURAL DRAWINGS. 4. THE BOTTOM OF ALL FOOTINGS SHALL BE 18" MINIMUM BELOW GRADE AND SHALL BEAR UPON FIRM, UNDISTURBED SOIL OR ENGINEERED COMPACTED FILL. 5. MOISTURE PROOF ALL WALLS BELOW GRADE PER ARCHITECTURAL SPECIFICATIONS. 6. VERIFY POINT LOADS ARE SUPPORTED CONTINUOUSLY THROUGH FLOORS TO THE FOUNDATIONS. 7. ALL WOOD IN CONTACT WITH WEATHER -EXPOSED CONCRETE OR WITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE -TREATED. 8. USE HOT DIPPED GALVANIZED FASTENERS AND EITHER HOT DIPPED GALVANIZED OR ZMAX COATED HARDWARE AT CONNECTIONS TO PRESSURE TREATED LUMBER. 9. ISOLATED POST BASES SHALL BE "ABU" TO MATCH THE POST, UNO. 10. ALL EXTERIOR WALLS TO BE 2X6 @ 16" OC, TYPICAL UNO. ALL INTERIOR BEARING AND SHEAR WALLS TO BE 2X6 @ 16" OC, UNO. 11. WALLS 12-0" OR TALLER CLEAR HEIGHT SHALL BE FRAMED WITH 2X6 LSL STUDS @ 16" OC, TYPICAL. FINGER JOINTED STUDS ARE NOT PERMITTED. 1'-6" THICK CONC FTG BELOW (N) SW W/ (6) #4 LONG T&B & #4 @ 12" OC TRANSV T&B w Lu L No �0 J 0 co EQ 0 I.J. Z o _ or z a N c� c o, wl J o ,jw 0• �z CN CN j M }co 00 00 (E) SW-6, VFY �W 0 U `� II I I I II �rt I II ALIGN W/ I I ADJACENT (E) POST I I I I I I I I I I I HDU4 co CIO 3-1/2x11-7/8 LSL 2x8 HDR L2 FLOOR FRAMING & L1 SHEAR WALLS SCALE: 1 /4" = 1'-0" FLOOR FRAMING PLAN NOTES; 1. ALL DUCTS, CHASES, PIPE, AND CONDUIT OPENINGS SHALL BE PER ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND SPRINKLER DRAWINGS. CONTACT FOR FOR APPROVAL OF ANY OPENING IN FLOOR SHEATHING OR FRAMING MEMBERS NOT SHOWN IN THE STRUCTURAL DRAWINGS. 2. RIMS BELOW SHEAR WALLS SHALL BE PER THE SHEAR WALL SCHEDULE, UNLESS NOTED OTHERWISE. ELSEWHERE, RIMS SHALL BE 11/4 " LSL MINIMUM, UNO. 3. REFERENCE GENERAL STRUCTURAL NOTES FOR ALL LUMBER, SHEATHING, AND ENGINEERED LUMBER GRADES 4. FULLY BLOCK FLOOR CAVITY AT ALL POINT LOADS. VERIFY POINT LOADS ARE SUPPORTED CONTINUOUSLY THROUGH FLOORS TO THE FOUNDATION. 5. TYPICAL TOP PLATE SPLICE: PROVIDE A MINIMUM 48" LAP W/ 16D @ 6" OC STAGGERED. 6. SUPPORT GLU LAM BEAMS WITH 6X MINIMUM, UNO 7. BEARING WALL TOP PLATE ELEVATION SHALL BE PER THE ARCHITECTURAL DRAWINGS. 8. JOIST HANGERS SHALL BE SIMPSON ITS HANGERS, TYPICAL UNLESS NOTED OTHERWISE. 9. ALL WOOD WALLS GREATER THAN 12-0" SHALL BE BALLOON FRAMED WITH 2X6 LSL STUDS @ 16" OC. 10. REFERENCE 12/S3.1 FOR TYPICAL WOOD STAIR FRAMING. 11. TYPICAL FLOOR SHEATHING SHALL BE 23/32" APA RATED PLYWOOD SHEATHING. LAY FACE GRAIN PERPENDICULAR TO FRAMING AND STAGGER PANEL END JOINTS. NAIL WITH 1 OD @ 6" OC PANEL EDGES AND 12" OC PANEL FIELD (UNBLOCKED). ALLOW 1/8" SPACE BETWEEN PANEL ENDS AND EDGES. 12. ALL BEAMS ARE TO BE FRAMED FLUSH WITH JOISTS UNLESS NOTED AS "DROPPED" ON THE PLAN, INDICATING A DROPPED BEAM. II II II II II II II II II � II II II II I LUS HGR II II L-- T �U I II x@w �o I N�o �� II a_�__z T 1 r I Q O C Z T I uj u _ Lo I I uj . Q O 6x8 EXTEND OVER �2SW-4 SHEAR WALL r D LL n0 n � D � 0 D �z -10 z W D ; r)0 0 F__ Ir 00 D F__ OQ Orr w0 GLB 6-3/4 x 8, BELOW WALL ABOVE, FLUSH WITH FLOOR JOISTS 9'-9 3/8" - 4" THICK CONC SLAB ON HDU11 GRADE W/ 6X6 WWF W2.1xW2.1 CENTERED IN THE SLAB SHEAR WALL PLAN NOTES: LL cn W 1. SW-X INDICATES WOOD SHEAR WALL. REFERENCE 9/S3.0 FOR SHEAR WALL SHEATHING AND FASTENING REQUIREMENTS. 2. F-SW-X INDICATES FTAO SHEAR WALL. REFERENCE 7/S3.0 FOR ADDITIONAL STRAPPING REQUIREMENTS. 3. REFERENCE STRUCTURAL GENERAL NOTES FOR LUMBER AND SHEATHING GRADES. 4. ALL EXTERIOR WALLS TO BE SHEATHED AS SW-6, UNO. 5. REFERENCE ARCHITECTURAL FOR REMAINING NON-STRUCTURAL WALLS. 6. PROVIDE FULL HEIGHT SOLID BLOCKING OVER SHEAR WALLS AND BEARING WALLS PERPENDICULAR TO FRAMING. PROVIDE DOUBLE JOIST OVER SHEAR WALLS AND BEARING WALLS PARALLEL TO FRAMING. 7. MSTC40 INDICATES SIMPSON STRONG -TIE MSTC40 FLOOR TO FLOOR STRAP HOLD DOWN. INSTALL PER MANUFACTURER INSTRUCTIONS TO ACHIEVE THE HIGHEST LOAD CAPACITY. 8. HDU11 INDICATES SIMPSON STRONG -TIE HDU11 HOLD DOWN W/ SIMPSON PAB8 ANCHOR W/ 8" EMBED INTO THE FOOTING AND 12" MINIMUM FOOTING EDGE DISTANCE. 9. HDU8 INDICATES SIMPSON STRONG -TIE HDU8 HOLD DOWN W/ SIMPSON PAB5 ANCHOR W/ 4" EMBED IN TO FOOTING AND 14" MINIMUM FOOTING EDGE DISTANCE. ROSE \� DE Wgsy%yF � 54970 O�FSS�ONAL�-o 04/21 /2022 (0 2022 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. z O I- 0 Q LU z_ W rr DESIGNED BY CRW DRAWN BY CRW DATE 04/21 /2022 PHASE PERMIT SHEET TITLE FOUNDATION & FLOOR FRAMING PLAN SCALE SHEET NUMBER S2.0 12. REFERENCE 12/S3.1 FOR TYPICAL STAIR FRAMING 13. TYPICAL HEADER IS TO BE (2) 2X8 UNO. MAXIMUM SPAN = 5'-6" PROJECT NUMBER 22-13 UAU LI-JL I \J �J I P'N I TALL KING STUD L3 FLOOR FRAMING & L2 SHEAR WALLS SCALE: 1 /4" = V-0" FLOOR FRAMING PLAN NOTES; F-SW-6 1. ALL DUCTS, CHASES, PIPE, AND CONDUIT OPENINGS SHALL BE PER ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND SPRINKLER DRAWINGS. CONTACT FOR FOR APPROVAL OF ANY OPENING IN FLOOR SHEATHING OR FRAMING MEMBERS NOT SHOWN IN THE STRUCTURAL DRAWINGS. 2. RIMS BELOW SHEAR WALLS SHALL BE PER THE SHEAR WALL SCHEDULE, UNLESS NOTED OTHERWISE. ELSEWHERE, RIMS SHALL BE 11/4 " LSL MINIMUM, UNO. 3. REFERENCE GENERAL STRUCTURAL NOTES FOR ALL LUMBER, SHEATHING, AND ENGINEERED LUMBER GRADES 4. FULLY BLOCK FLOOR CAVITY AT ALL POINT LOADS. VERIFY POINT LOADS ARE SUPPORTED CONTINUOUSLY THROUGH FLOORS TO THE FOUNDATION. 5. TYPICAL TOP PLATE SPLICE: PROVIDE A MINIMUM 48" LAP W/ 16D @ 6" OC STAGGERED. 6. SUPPORT GLU LAM BEAMS WITH 6X MINIMUM, UNO 7. BEARING WALL TOP PLATE ELEVATION SHALL BE PER THE ARCHITECTURAL DRAWINGS. 8. JOIST HANGERS SHALL BE SIMPSON ITS HANGERS, TYPICAL UNLESS NOTED OTHERWISE. 9. ALL WOOD WALLS GREATER THAN 12-0" SHALL BE BALLOON FRAMED WITH 2X6 LSL STUDS @ 16" OC. 10. REFERENCE 12/S3.1 FOR TYPICAL WOOD STAIR FRAMING. 11. TYPICAL FLOOR SHEATHING SHALL BE 23/32" APA RATED PLYWOOD SHEATHING. LAY FACE GRAIN PERPENDICULAR TO FRAMING AND STAGGER PANEL END JOINTS. NAIL WITH 1 OD @ 6" OC PANEL EDGES AND 12" OC PANEL FIELD (UNBLOCKED). ALLOW 1/8" SPACE BETWEEN PANEL ENDS AND EDGES. 12. ALL BEAMS ARE TO BE FRAMED FLUSH WITH JOISTS UNLESS NOTED AS "DROPPED" ON THE PLAN, INDICATING A DROPPED BEAM. 13. TYPICAL HEADER IS TO BE (2) 2X8 UNO. MAXIMUM SPAN = 5'-6" co ol F-SW-6 - _ _ FACTURE OPEN WEB f WOOD ROOF TRUS S @ 24" OC I I I� 00 II N 4X4 KING POST WITHIN WALL 4x8 WI HI L3 W ol F-SW-6 !Z 4X8 HDR 2x10 @ 16'' OC ROOF FRAMING PLAN & L3 SHEAR WALLS SCALE: 1 /4" = V-0" SHEAR WALL PLAN NOTES: 1. SW-X INDICATES WOOD SHEAR WALL. REFERENCE 9/S3.0 FOR SHEAR WALL SHEATHING AND FASTENING REQUIREMENTS. 2. F-SW-X INDICATES FTAO SHEAR WALL. REFERENCE 7/S3.0 FOR ADDITIONAL STRAPPING REQUIREMENTS. 3. REFERENCE STRUCTURAL GENERAL NOTES FOR LUMBER AND SHEATHING GRADES. 4. ALL EXTERIOR WALLS TO BE SHEATHED AS SW-6, UNO. 5. REFERENCE ARCHITECTURAL FOR REMAINING NON-STRUCTURAL WALLS. 6. PROVIDE FULL HEIGHT SOLID BLOCKING OVER SHEAR WALLS AND BEARING WALLS PERPENDICULAR TO FRAMING. PROVIDE DOUBLE JOIST OVER SHEAR WALLS AND BEARING WALLS PARALLEL TO FRAMING. 7. MSTC40 INDICATES SIMPSON STRONG -TIE MSTC40 FLOOR TO FLOOR STRAP HOLD DOWN. INSTALL PER MANUFACTURER INSTRUCTIONS TO ACHIEVE THE HIGHEST LOAD CAPACITY. 8. HDU11 INDICATES SIMPSON STRONG -TIE HDU11 HOLD DOWN W/ SIMPSON PAB8 ANCHOR W/ 8" EMBED INTO THE FOOTING AND 12" MINIMUM FOOTING EDGE DISTANCE. 9. HDU8 INDICATES SIMPSON STRONG -TIE HDU8 HOLD DOWN W/ SIMPSON PAB5 ANCHOR W/ 4" EMBED IN TO FOOTING AND 14" MINIMUM FOOTING EDGE DISTANCE. ROOF FRAMING PLAN NOTES: 1. PROVIDE SIMPSON H2.5A AT ALL ROOF FRAMING TO EXTERIOR WALLS. LLJU wNo L �0 O J EQ co 0 I.J. Z _ o or z a N c� c o, w Jo ,jw 0• �z CN CN j M }co Uw z T't U� 0 Q 54970 co 04/21 /2022 LL (0 2022 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. z O J n C) UD 0 Q b z O L CD N z 0-5 0 Lu w r rr 2. REFER TO GENERAL STRUCTURAL NOTES FOR ALL WOOD FRAMED BEARING AND SHEAR DESIGNED BY CRW WALLS, STUD GRADE, SIZE, AND SPACING DRAWN BY CRW 3. ALL DUCTS, CHASES, PIPE, AND CONDUIT OPENINGS SHALL BE PER ARCHITECTURAL, DATE MECHANICAL, PLUMBING, ELECTRICAL, AND SPRINKLER DRAWINGS. CONTACT FOR FOR 04/21/2022 APPROVAL OF ANY OPENING IN FLOOR SHEATHING OR FRAMING MEMBERS NOT SHOWN IN THE STRUCTURAL DRAWINGS. PHASE 4. REFERENCE GENERAL STRUCTURAL NOTES FOR ALL LUMBER, SHEATHING, AND PERMIT ENGINEERED LUMBER GRADES SHEET TITLE 5. FULLY BLOCK FLOOR CAVITY AT ALL POINT LOADS. VERIFY POINT LOADS ARE SUPPORTED CONTINUOUSLY THROUGH FLOORS TO THE FOUNDATION. UPPER FLOOR 6. TYPICAL TOP PLATE SPLICE: PROVIDE A MINIMUM 48" LAP W/ 16D @ 6" OC STAGGERED. & ROOF 7. BEARING WALL TOP PLATE ELEVATION SHALL BE PER THE ARCHITECTURAL DRAWINGS. FRAMING 8. HANGERS: JOIST HANGERS SHALL BE SIMPSON ITS HANGERS, TYPICAL UNLESS NOTED PLAN OTHERWISE. SCALE 9. TYPICAL ROOF SHEATHING SHALL BE 15/32" APA RATED PLYWOOD SHEATHING. LAY FACE GRAIN PERPENDICULAR TO FRAMING AND STAGGER PANEL END JOINTS. NAIL WITH 1 OD @ 6" OC PANEL EDGES AND 12" OC PANEL FIELD (UNBLOCKED). ALLOW 1/8" SPACE SHEET NUMBER BETWEEN PANEL ENDS AND EDGES. 10. ALL BEAMS ARE TO BE FRAMED FLUSH WITH JOISTS UNLESS NOTED AS "DROPPED" ON THE PLAN, INDICATING A DROPPED BEAM. S2.1 11. TYPICAL HEADER IS TO BE (2) 2X8 UNO. MAXIMUM SPAN = 5'-6" PROJECT NUMBER 22-13 LAP SPLICE AND DEVELOPMENT LENGTHS f'c = 2500 PSI BAR SIZE DEVELOPMENT LENGTH, d CLASS B SPLICE, Ls L dh STANDARD TOP STANDARD TOP #3 18 23 23 30 9 #4 24 31 31 41 12 #5 30 39 39 51 15 #6 36 47 47 61 18 NOTES: 1. UNCOATED REBAR AND NORMAL WEIGHT CONCRETE. 2. TOP BAR INDICATES THE HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW. 3. Ldh INDICATES HOOKED BAR DEVELOPMENT LENGTH. LAP SPLICE & DEVELOPMENT LENGTH SCALE: 1 /4" = 1'-0" ALTERNATE HOOK DIRECTIONS, TYP STD HOOK i Lu c� U co cr w CORNER BARS TO MATCH WALL HORIZ REINF SIZE & REINF PER PLAN CONCRETE CORNER REINFORCING SCALE: 3/4" = 1'-0" WOOD -FRAMED SHEAR WALL SCHEDULE HEM FIR - 8d NAILING APA RATED EDGE NAILING BOTTOM BOTTOM PLATE FRAMING CLIP RIM BOARD FRAMING BLOCKING ANCHOR TO SILL PLATE AT ALLOWABLE SW TYPE WALL (EN) PLATE ATTACHMENT TO WALL THICKNESS & GRADE AT PANEL AT PANEL FOUNDATION FOUNDATION SHEAR SHEATHING BELOW EDGES EDGES CAPACITY(PLF) [3] [8] [3] [3] [5] [3] [12] SEISMIC WIND SW-6 15/32" 8d @ 6" OC 2X 16d SINKER @ 4" OC LTP5 @ 18" OC 1-R1.55E 2X 2X 5/8" 0 @ 48" OC PT 2X 242 339 TIMBERSTRAND LSL S SW-4 15/32" 8d @ 4" OC 2X 16d SINKER @ 3" OC LTP5 @ 12" OC 1-3/4" 1.55E 2X 2X 5/8" 0 @ 32" OC PT 2X 353 495 TIMBERSTRAND LSL SW-3 15/32" 8d @ 3" OC 2X 16d SINKER ROWS @ 4' LTP5 @ 10" OC 1-3/4" 1.55E 2X 2X 5/8" 0 @ 24'' OC PT 2X 456 637 OC STAGG TIMBERSTRAND LSL SW-2 15/32" 8d @ 2" OC 3X SDWS2260ODB LTP5 @ 8" OC 3-1/2" 1.55E 3X 3X 5/8" 0 @ 24" OC PT 3X 595 832 @ 6" OC TIMBERSTRAND LSL 2SW-4 15/32" EA 8d @ 4" OC 3X SDWS2260ODB (2) ROWS @ LTP5 @ 6" OC 3-1/2" 1.55E 2X 3X 5/8" 0 @ 20" OC PT 3X 707 990 SIDE 10'' OC STAGG TIMBERSTRAND LSL 2SW-3 15/32'' EA 8d @ 3" OC 3X SDWS2260ODB (2) ROWS @ LTP5 @ 8" OC & 3-1/2'' 1.55E 2X 3X 5/8" 0 @ 16" OC PT 3X 911 1274 SIDE 8" OC STAGG A35 @ 8" OC TIMBERSTRAND LSL 2SW-2 15/32'' EA 8d @ 2" OC 3X SDWS2260ODB (2) ROWS @ LTP5 @ 8" OC & 3-1/2'' 1.55E 3X 3X 5/8" 0 @ 12" OC PT 3X 1190 1665 SIDE 6" OC STAGG A35 @ 8" OC TIMBERSTRAND LSL NOTES: 1. ALL FRAMING MEMBERS AND BLOCKING SHALL BE 2" NOMINAL OR GREATER, PER THE SHEAR WALL STUD WALL FRAMING SCHEDULE ABOVE. ALL JOINTS IN SHEATHING SHALL OCCUR OVER AND BE FASTENED TO COMMON FRAMING MEMBERS OR COMMON BLOCKING. BOTTOM PLATE ATTACHMENT 2. FOR BUNDLED END STUDS, STITCH NAIL TOGETHER WITH FASTENER DIAMETER AND SPACING TO MATCH ADD'L NAILING AS REQ'D THE BOTTOM PLATE NAILING TO RIM. PER SW SCHEDULE 3. IN LIEU OF 3X FRAMING, (2) 2X FRAMING MEMBERS MAY BE USED PROVIDED THEY ARE FASTENED TOGETHER WITH FASTENER, DIAMETER, AND SPACING TO MATCH THE BOTTOM PLATE NAILING TO RIM. 4. ALL NAILS ARE COMMON, UNLESS NOTED OTHERWISE. NAILS SHALL BE DRIVEN WITH THE HEAD OF THE NAIL FLUSH WITH THE SURFACE OF THE SHEATHING. OTHER APPROVED FASTENERS SHALL BE DRIVE AS FLOOR REQUIRED FOR PROPER INSTALLATION OF THAT FASTENER. FRAMING 5. FOUNDATION ANCHOR BOLTS SHALL HAVE A GALVANIZED STEEL PLATE WASHER UNDER EACH NUT NOT LESS THAN 0.229"x3"x3" IN SIZE. PROVIDE A MINIMUM 6" ANCHOR BOLT EMBEDMENT INTO THE DIAPHRAGM FOUNDATION. PROVIDE AN ANCHOR BOLT AT EACH END OF EACH SILL PLATE WITH AN END DISTANCE OF EDGE NAILING 6". DOUBLE TOP PL — 6. ALL SHEAR WALL PANELS SHALL NOT BE LESS THAN 4'X8', EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. STUD WALL FRA 7. NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE PANEL EDGES. REFERENCE SCHEDULE ABOVE AND PLAN FOR EDGE NAIL SPACING. NAILS AT THE INTERMEDIATE FRAMING MEMBERS SHALL BE THE SAME SIZE AS NAILS SPECIFIED FOR THE PANEL EDGE NAILING. THE MAXIMUM NAIL SPACING AT INTERMEDIATE SILL PLATE - FRAMING MEMBERS IS 12" OC. THE MAXIMUM STUD SPACING IS 16" OC. 8. ALL FRAMING CLIPS AND HARDWARE MUST BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS TO OBTAIN THE MAXIMUM HARDWARE CAPACITY. 9. EDGE NAILING IS REQUIRED IN ALL HOLDOWN POSTS. EDGE NAILING IS REQUIRED TO EACH STUD USED IN BUILT UP HOLDOWN POSTS. 10. WHERE PANELS ARE APPLIED ON BOTH SIDES OF A SHEAR WALLAND NAIL SPACING IS LESS THAN 6" OC, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ALTERNATIVELY, THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS SHALL BE 3" NOMINAL OR GREATER AT ADJOINING PANEL EDGES. 11. NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. 12. PROVIDE HOT DIPPED GALVANIZED NAILS AND FRAMING CLIPS AT PRESSURE TREATED LUMBER. KEY DETAIL 13. REFERENCE KEY DETAILS FOR ADDITIONAL INFORMATION. I SHEAR WALL SCHEDULE STEM WALL REINF PER PLAN STEM WALL AND FOOTING PER PLAN a a ° a �° ° 2'-0'' TYP - a �za ° 4 a za 4 ° ° ° 4 Q a ° a a za ° as a ° ALIGN BOT OF (N) FTG WITH (E) FTG mi DOWELS TO MATCH (N) STEM WALL REINF W/ 4" EMBED INTO (E) STEM WALL EXISTING STEM WALL AND FTG T/GRAD I=1 11= zi Z, II —I FIELD VERIFY 18" MIN FOOTING DEPTH NEW TO EXISTING FOUNDATION SCALE: 1 " = 1'-0" FLOOR/ROOF FRAMING HEADER F NOT SHOWN FOR CLARITY PER PLAN DOUBLE TOP PL 3x BLKG AT STRAP ABOVE & BELOW OPENING SIMPSON CMSTCI6 STRAP ABOVE & BELOW OPENING EXTEND 2'-0" MIN PAST WINDOW OPENING, TYP - KING STUDS - TRIMMER STUDS WINDOW SILL CRIPPLE STUDS WALL SHTG NOT SHOWN FOR CLARITY NOTES: 1. REFERENCE SHEAR WALL SCHEDULE AND KEY DETAIL FOR REMAINING INFORMATION 2. STRAPS TO BE ON BOTH SIDES WHEN SHEAR WALL IS DOUBLE SIDED FTAO SHEAR WALL ELEVATION SCALE: 1 /2" = V-0" SHEAR WALL SHTG PER PLAN ABOVE EDGE NAILING BOT PL ATTACHMENT PER SW SCHED RIM BOARD SHEATHING SPLICE DIAPHRAGM FRAMING CLIP EDGE NAILING FLOOR SHEATHING EDGE NAILING PER PLAN SHEAR WALL SHTG FULL HEIGHT BLOCKING PER PLAN BELOW @ 4'-0" OC MAX PROVIDE DIAPHRAGM EDGE NAILING EDGE NAILING AT BLOCKING FLOOR JOISTS PER PLAN ANCHOR BOLT NOTE: REFERENCE SHEAR WALL SCHEDULE AND KEY DETAIL FOR REMAINING INFORMATION. 24" #4 X I @ 24'' OC SLAB ON GRADE PER PLAN (1) #4 CONT TOP EXTERIOR GRADE SLOPE AWAY 4 4 4 a ° 4 d COMPETENT NATIVE SOIL ° a OR COMPACTED STRUCTURAL FILL a a 3" CLR PER PLAN TYP TURNED DOWN SLAB EDGE SCALE: 1 " = 1'-0" SW END STUDS PER HD MFR DBL 2X MIN HD PER PLAN SIMPSON PAB ANCHOR PER PLAN. EMBED INTO FOOTING. EMBED DEPTH PER PLAN PER PLAN we I 00~ r O w (2) #4 CONT BOT SW PER PLAN & SW SCHEDULE HDU HOLDOWN AT STEMWALL SCALE: 1 " = 1'-0" BOT PL ATTACHMENT PER CIIA/ ct�u=n DIAPHRAGM SW PER PLAN EDGE NAILING REFERENCE SHEAR WALL SCHEDULE FOR REMAINING FLOOR SHEATHING INFORMATION PER PLAN ;W EDGE NAILING AIM BOARD PER SW SCHED ;HEATHING SPLICE @ RIM 'RAMING CLIP PER SW SCHED ;W EDGE NAILING / SW PER PLAN REFERENCE SHEAR WALL SCHEDULE FOR REMAINING INFORMATION TJI PARALLEL AT UPPER FLOOR FLOOR JOIST PER PLP NOTE: REFERENCE SHEAR WALL SCHEDULE AND KEY DETAIL FOR REMAINING INFORMATION. SW PER PLAN REFERENCE SHEAR WALL SCHEDULE FOR REMAINING INFORMATION ')W EDGE NAILING AIM BOARD PER SW SCHED ')HEATHING SPLICE @ RIM RAMING CLIP PER SW SCHED ')W EDGE NAILING SW PER PLAN REFERENCE SHEAR WALL SCHEDULE FOR REMAINING INFORMATION TJI PERPENDICULAR AT UPPER FLOOR w U Lu j 0 0 J E o O�:: 0- a = 3N col c o, w Jo ,Jw �• 00 N } 0 Uw z U� O Q � 54970 'v O�FSS�ONAL�-�G\�tv 04/21 /2022 (0 2022 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. z O J 0 U) 0 Q CD z O W CD N z_ o-) 0 Lu W r rr DESIGNED BY CRW DRAWN BY CRW DATE 04/21 /2022 PHASE PERMIT SHEET TITLE STRUCTURAL SECTIONS & DETAILS SCALE SHEET NUMBER S3.0 PROJECT NUMBER 22-13 SCALE: 1 /4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4'' = 1'-0" SHEATHING & DIAPHRAGM SHEATHING & NAILING NAILING PER PLAN FASCIA PER PER PLAN 2x4 BLKG W/ 8d @ 4" OC SHTG TO ARCH — DIAPHRAGM EDGE NAILING BLKG & (2) 16d END NAILS EA END @ BLOCKING, TYP � SPACING PER PLAN 2' MAX � FULL HEIGHT SOLID BLKG VENTING PER ARCH MAX (3) 2" 0 HOLES PER FULL LENGTH BLOCK 1 2x4 OUTRIGGER 1 (MIN) @ 24" OC I FASCIA PER ARCH 2 (MAX) SHEAR WALL EDGE NAILING H2.5A @ EA OUTRIGGER GABLE END TRUSS 2x4 BLKG @ 48" OC REFERENCE ARCH FOR 2x4 DIAGONAL BRACE @ W/ (2) 16d END TRUSS PER PLAN TRUSS PROFILE & OUTRIGGER 4' OC W/ (4) 10d FACE NAILS EA END SIMPSON H2.5A CLIP NAILS EA END. 6'-0'' MAX SHEAR WALL EA TRUSS TO WALL FRAMING CLIPS SPAN EDGE NAILING PER SHEAR WALL DOUBLE TOP PLATE SCHEDULE ROOF TRUSS PER PLAN, TYP SHEAR WALL PER PLAN & SHEAR WALL SCHEDULE SHEAR WALL PER PLAN SW AT PERPENDICULAR TRUSS SCALE: 1 1 /2'' = T-0" "✓ALL ABOVE WHERE OCCURS SHEATHING PER PLAN RIM JOIST WHERE OCCURS PER PLAN DOUBLE TOP PL SPLICE PER PLAN -ADER PER PLAN 16d NAILS EA END 'P (4'-0" MAX SPAN) MER STUD(S) PER PLAN 1 WALL PER PLAN i NOT SHOWN FOR ITY HEADER TYPICAL DETAIL SCALE: 1 " = 1'-0" SW AT GABLE END TRUSS SCALE: 1 " = 1'-0" STUD " MAX HOLE DIAM HOLE AND NOTCH SPACING TO BE EQU TO STUD WIDTH, MI MAX NOTCH DEPTH NOTES: 1. HOLES AND NOTCHES ARE NOT PERMITTED IN SHEAR WALL COMPRESSION AND HOLDOWN STUDS. 2. DO NOT NOTCH OR BORE HOLES IN MORE THAN (3) ADJACENT STUDS PRIOR TO FOR APPROVAL. 3. HOLES AND NOTCHES SHALL NOT BE WITHIN THE SAME SECTION OF STUD. 4. HOLES AND NOTCHES ARE NOT PERMITTED IN SHEAR WALL PLATES. BEARING/SHEAR WALLS & NON -BEARING WALLS & EXTERIOR WALLS INTERIOR NON-STRUCTURAL STUD SIZE WALLS ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE NOTCH HOLE NOTCH HOLE 2X4 0'-0 7/8" 0'-1 3/8" 0'-1 3/8" 0'-2" 2X6 0'-1 3/8" 0'-2 1 /8" 0'-2 1 /8" 0'-3 1 /4" 2X8 0'-1 13/16" 0'-2 7/8" 0'-2 7/8" 0'-4 1 /4" ALLOWABLE HOLES IN STUDS SCALE: 1 1 /2'' = T-0" NOTE: RAILING REQUIRED AT STAIRS, DESIGN PER CONTRACTOR, GUARD POSTS DETAILS, NOT SHOWN FOR CLARITY 1-1/8'' MIN TREAD THICKNESS 1X MIN WOOD RISER NOTCH STRINGER AT 2X6. PROVIDE A34 EA STRINGER TO BASE LANDING/DECK FRAMING SLOPED LUS28-2 PER PLAN EA STRINGER TO LANDING ----\ 1-3/4" x 14'' LSL 1.55E STRINGER @ 12" OC W/ 2X4 SISTERED TO EA STRINGER W/ 10d @ 12" OC STAGG POST & HARDWARE PER PLAN WHERE OCCURS 2X6 @ BASE W/ 1 /4'' 0 TITEN MINI SCREWS W/ 4" EMBED INTO FOOTING FOUNDATION/PER PLAN STEP RISE & RUN PER ARCH 12' MAX STRINGER RUN w � Lu CL o J o V -dLo Z O�:: 0— z a = 3N �� c o, w Jo ,Jw �• c �z00 N } 0 Uw Z UIL O ROSE DE WAsy%yF 54 IST O�FSS�ONAL�-�G\�tv 04/21 /2022 (0 2022 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. z O J C) UD 0 Q b00 z LU CDO N z_ cy) 0 LU W r rr DESIGNED BY CRW DRAWN BY CRW DATE 04/21 /2022 PHASE PERMIT SHEET TITLE STRUCTURAL SECTIONS & DETAILS SCALE SHEET NUMBER S3.1 STAIR FRAMING TYPICAL SCALE: 1 /2" = 1'-0" PROJECT NUMBER 22-13