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REVIEWED RESUB2 BLD2022-0428+NLEA +8.29.2022_11.21.17_AM+3077681BLD2022-0428 RESU B For Postal Delivery Department of Labor and Industries Factory Assembled Structures P,, Aug 29 2022 PO Box 44430 .nqe �y CITY OF EDMONDS DEVELOPMENT SERVICES Olympia WA 98504-4430 DEPARTMENT X A Only For Non -Postal Delivery (e.g., FedX, UPS) W WA Rev/ Courtesy Department of Labor and Industries Rev/ Courtesy Factory Assembled Structures Other state 7273 Linderson Way SW State ID Tumwater WA 98501 REVIEWED www.wa.gov/Ini (case sensitive) BY PLAN APPROVAL REQUEST BU LIDING DEPARTMENT; FACTORY BUILT STRUCTURES '"""""""""""""""""""""""` Contact person's printed name: Kam Val ardson Fill out Manufacturer Mfg No. Irontown Homes M-634 Plans to be returned to: Address 1947 N. Chappel Drive City/State/ZIP Spanish Fork, Utah 84660 FOR DEPARTMENT USE ONLY Fee Ledg Sht # Check # $ Amount Application ID 108419641 FP3726241 542.74 FBS2100254 Ap No. Date approved Expiration date 18FBS2100254 12/15/2021 06/30/2023 Date Fee enclosed 11-24-21 e Signature // _ I Phone No I FAX No New plan (Master design) X (1 Yr design) Renewal Addendum Note: Identify addendum items on GdP evnlPs (mnnth/vParl- AP No. AP No 801-717-5868 See Initial MFG filing 18FBS2100086 Abodu Two appropriate Resubmittal WA for fees Plans review by L&I listed professional IBC, IRC, IMC 2018 / UPC: 2018 / NEC: 2020 / WSEC,VIAQ: 2018/ IFC: 2018 Size of building:: No of Occupancy Width: 14' Length: 43'6" Area (Sq Ft): 609 1 modules: group: R3 Type construction: VB Use: SUB yr SEC yr Seismic R3 2018 2020 D Roof live load PSF 20/75SL Wind load MPH - EXP: Floor load PSF: 101 /B 40 Plot plan submitted? ^ ' Yes F-1 No If "No", provide distance from farthest projection to nearest building/property Front: Rear: Left side: Right side: Type heat: Central Fan powered Mini Split Heat Pump forced air Hydronics Baseboard room heater Other Type of fuel: FXJ Electric Natural gas LL) Propane LLJOil L�ther: Insulation Floor Walls Roof (Flat) Roof (Vault) 4C/5B values: R-30 R-23 R-38 Heating zone: LLI Zone 1 LLI Zone 2 WSEC compliance chapter: Energy calculations: Electrical service: M L—) M Attached On file - AP# Amps 100/21.1 Component Systems Prescriptive N/A Heat Pump Yes No El Performance Analysis Air conditioning X Yes No Phase FL) 1 LL) 3 N/A Attached Attached/Design On L&I Review Professional Review file Structural calculations or test proposals a Ln F-1 F—I AP# Truss or rafter drawing(s) M L--] L—) A ATE OF WASHINGTON Truss plan if over 3 different trusses DE OF LABOR AND 1NDUS Girder truss or ridge beam drawing PLAN REVIEWYSECT! HVAC drawing APPROVED Cross section and elevation F-1 F—I AP# Foundation plan a F-1 F—I AP# 12/16/2021 Electrical load demand calculation LL) L—) AP# SUBJECT- TO CODE Panel box schedule/Electric load talc's L--1 LM L--] L—) AP# Chassis drawing (CC units only) LL] F-1 F-1 F-1 AP# Plumbing systems: L-i FX-A F-1 7-1 AP# Operating pressure 80 to 110 No of fixtures 8 Total develoned length 60 Feet RETURN PLANS LL) Regular mail VIA: Other: Overnight @ customer's expense LLI Carrier Acct # 7 F623-006-000 plan approval request 7-04 reciprocity line: For Postal Delivery R E S U B Department of Labor and Industries Aug 29 L7.ent Factory Assembled Structures Alteration i PO Box 44430 DE ELOPMENT ER CRliplacement Olympia WA 98504-4430 DEPARTM For Non -Postal Delivery (e.g., FedX, UPS) Multi -Tagged ❑ WA ❑ ID Department of Labor and Industries ❑ OR ❑ Other Factory Assembled Structures 7273 Linderson Way SW Tumwater WA 98501 www.wa.gov/lni/FAS/ (case sensitive) APPLICATION FOR INSIGNIA FOR FOR FACTORY BUILT STRUCTURES o� 12 Annlicnnto Fill not,-mmnlotnly MANUFACTURER MFG NO. Irontown Homes M-634 PRODUCTION FACILITY ADDRESS 1947 N. Chappel Drive CITY/STATE/ZIP ' Spanish Fork, Utah 84660 TELEPHONE NO. FAX NO. 901-798-9026 901-798-9015 FOR DEPARTMENT USE ONLY FEE LEDGER SHEET NO I CHECK NO. Ff'3726241 $AMOUNT. 542.74 1084'19641 SUBMIT ONE COPY - NOTE. A separate form is to be used for each building unless multiple buildings have the same plan approval number. Contact person's printed name: Date Fee enclosed Greg Watts 11-24-21 Signature / Phone No FAX No w (801 )798-9026 1 ( ) A FEE FOR EACH INSIGNIA IS DUE WITH APPLICATION -- NOT SUBJECT TO REFUND PLEASE MAKE CHECKS PAYABLE TO DEPT. OF LABOR & INDUSTRIES Dept Insignia No. Mfg Serial No. Approved Plan No. POD 1 Fee 1 1251-21 B 18FBS2100254 1 $ OF OG TC IS SUB YR SEC YR ESL kva 10/75SrloiI RF dSZONE TD HTG AC P R3 VB SEMP 2018 2020 100/211.1 D 4C Elec/HP YES 1 8 Dept Insignia No. Mfg Serial No. POD Fee 2 OF $ Dept Insignia No. Mfg Serial No. POD Fee 3. OF $ Dept Insignia No. Mfg Serial No. POD Fee 4. OF $ Dept Insignia No. Mfg Serial No. POD Fee S. OF $ Dept Insignia No. Mfg Serial No. POD Fee 6. OF $ Dept Insignia No. Mfg Serial No. POD Fee %. $ OF Dept Insignia No. Mfg Serial No. POD Fee g $ OF Dept Insignia No. Mfg Serial No. POD Fee 9. $ OF Manufacturer to complete: g Regular mail Carrier continued on reverse Number of tags: 1 Via Overnight at customer expense — Other Acct # F623-014-000 (PDF) app for insignia -factory built 11-00 RESU 19 � sT Department of Labor and Industries Factory Assembled Structures0411'11`� 9 20 Augg PO Box 44430 Olympia WA 98504-4430 NOT AIT TEsTO LOCAL ENFORCEMENT AGENCY DEPARTMENT _ www.wa.gov/lni/FAS/ (case sensitive) The Factory -Built unit identified below requires completion work at the site as specified. aid date Column Check Fee 2 $ 12/3/2021 M 634 Mfg Irontown Homes Owner's name Mfgr's serial no. Dept insignia no. Brian Lam 1251-21 B 5976 26th Ave SW VB )ccupancy ETA at site R3 3/15/2022 City State ZIr+4 County raone number Seattle, WA 98106, King County � (253) 220-7434 Installation site is in: II J I City El County DESCRIBIE ITEMS REQUIRING COMPLETION WORK AT THE SITE BUILDING DEPARTMENT www.wabo.org/ INSERT NAME AND ADDRESS IN SHADED AREA Seattle Department of Construction and Inspection 700 5th Ave #2000, Seattle, WA 98104 Plumbing water and drain line connection Module to site built foundation connection Site Built Foundation and Deck Entry WSEC Compliance Form (verify complete) This building is approved only in a complete, detached, configuration. No fire rated assemblies are reviewed or approved in this structure. The structure must be located appropriately to achieve required fire separation from surrounding structures & property lines (actual or assumed) to meet all applicable codes Foundation plans and details are not reviewed by L&I, except for the reasonability of the design to support the modular building. Approval and inspection of the foundation system is the jurisdiction of the local building official. This is typical for all foundation related sheets, details and engineering contained within this plan set. Inspector's name (print/type) Office location To: ELECTRICAL DEPARTMENT www.wa.gov/lni/electrical/ INSERT NAME AND ADDRESS IN SHADED AREA Seattle Department of Construction and Inspections 700 5th Ave #2000, Seattle Wa 98104 Electrical sub panel connection to main panel Outdoor/Pending Light Fixture Install Phone: (8 am to 5 pm) Manufacturer's name (print/type) Irontown Homes 12/3/2021 Manufacturer's signature F623-013-000 notification to local enforcement agency 03-2009 RESET Aug 29 2022 CITY OF EDMONDS LiEVELOPMENT SERVICES DEPARTMENT MASTER BUILD PLAN TWO BEDROOM 04.09.21 This building is approved only in a complete, detached, configuration. No fire rated assemblies are reviewed or approved in this structure. The structure must be located appropriately to achieve required fire separation from surrounding structures & property lines (actual or assumed) to meet all applicable codes ENERGY CREDITS 2018 Prescriptive Energy Code Compliance for All Climate Zones in WA 3 Credits Required for Small Dwelling Unit Square Footage 609 Fuel Normalization Heating Option 2 1.0 CR Energy Opt 3.2 High Efficiency HVAC 1.0 CR Energy Opt 5.4 Efficient Water Heating 1.5 CR All equipment must be installed per engineering & Total Credits Provided 3.5 CR manufacturer's specifics, and in accordance with applicable listings. Manufacturer's installation instructions shall be available on the job site at the time of inspection. PAGE INDEX \% SHEET NUMBER Safety Glazing \ required at large A 00 window (1 a) adjacent A 01 to entry door and less A 02 than 60" above A100 Decks, stairs, landings and guards which are not factory walking surface - also installed in the modules are not reviewed or approved by L&I. \ A200 Local jurisdiction having authority is responsible for all greater than 9 Sq ft A300 review, approval and inspection of these items. Typical of all and closer than 18 A400 sheets, details and engineering related to these items. inches to the floor. A600 IRC R308 Verify all. E1 1 Smoke Detectors per IRC R314: Smoke E3.0 alarm note: P1 Foundation plans and details are not reviewed by L&I, except for the reasonability of the design to support the modular building. Approval and inspection of the foundation system is the jurisdiction of the local building official. This is typical for all foundation related sheets, details and engineering contained within this plan set. LOCATION - SEATTLE 6 RTIIG,4 TL• i LIC a&PRIN S I NQRT SCATVE IIrf TLi ` WEOGWDQO I if TI F LA' L AKLI � 1 H L E 17 SA Fl 11DRTHEAST Woodland Park Zoo SEATTLE 1 a L II NIVERSIrY WA LINGFORQ L173 iRICr Discovesy €Park. `. rs?<n+oar 11 f 10 &1DLIA L r IIiTE.l+�kT J i e RE r m SLN 4" ' iE06�I11�I1 ace.dle i5pNsi 9i1.LTUIVYK r �elSlartgA i=err� Ensure an alarm in the immediate vicinity P1.1 of each sleeping area. M 1 All alarms must be located per code RUCTU RAL and the manufacturer's recommendatio$. Verify specifications for alarm relationship to cooking appliance. IRC R314 & WA amendments. S-1 4. TOTL 4KE J11AI:ITA AdlekOUTA J,UANITA �jq LO CN HQF RC.SF Y4DRKJR4S 14? I f � FYA sQ%LTH W ROSE' FIILL CiidFRAL HQUGHTCIN ■ Bridl feil+� R141 ClydeHill Gccdvy[II F NDR1HWESY C.rc ix[il fl "� BELLE%UE W Wi L BiFii Ta 8edevue WFST BELIAVUL ' TtiD RiR Q04 :I aux Arts V4LF AGIZ :Village a l' Mercer Island E S]RIAL TRILT �. CU LL•FA t3A177 SREA i-ER 9UWJvM�� \ Kin nt International SEWARrJ Pmm a ifport • N 66%eing Field :It Af I HDLLW RAINI90 VALLEY IN i09 9 OUT PARK �PCiQRIA S-1.2 S-2.0 S-2.1 DESIGN CRITERIA ROOF LOADS: DEAD LOAD LIVE / SNOW LOAD FLOOR LOADS: DEAD LOAD LIVE LOAD DECK DEAD LOAD DECK LIVE LOAD WIND DESIGN: ULTIMATE SPEED NORMAL SPEED RISK CATEGORY EXPOSURE SESMIC DESIGN BASIS: SESMIC DESIGN CATEGORY SITE CLASS SHEET NAME COVER PAGE GENERAL NOTES FOUNDATION PLAN FLOOR PLAN ELEVATIONS ROOF & DIMENSIONS SECTIONS AND DETAILS WINDOW AND DOOR SCHEDULE ELECTRIC PLAN ELECTRICAL DETAILS DWV/PLUMB SUPPLY SCHEMATICS PLUMBING RIER DIAGRAMS AND DETAILS MECHANICAL LAYOUT STRUCTURAL TITLE SHEET STRUCTURAL SPECIFICATIONS STRUCTURAL NOTES FOR MODULE ENGINEERING MODULAR FLOOR AND ROOF FRAMING AND DETAILS 15 PSF 20/75 PSF 16 PSF 40 PSF 8 PSF 40 PSF 130 MPH 101 MPH 11 Also see the NLEA (notice to local enforcement agency) form D attached to this plan set. NLEA items may require review, D approval and/or inspection by local authority having jurisdiction TYPICAL ALL SITE INSTALLED ITEMS STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES SPECIALTY COMPLIANCE SERVICES DIVISION FACTORY ASSEMBLED STRUCTURES PLAN APPROVAL #18FBS2100254 SUBJECT TO FIELD INSPECTION OVERSIGHT OR VIOLATION OF RCW IS NOT INCLUDED Michael Luke DATE: 12/16/2021 EXPIRATION DATE:06/30/2023 BUILDING AREA SUMMARY MAIN HOUSE CONDITIONED 609 SF DECK TOTAL CONDITIONED 609 SF UNCONDITIONED ## TOTAL UNCONDITIONED ## TOTAL IMPERVIOUS ## PROJECT TEAM OWNER: SURVEY: CONTACT: STRUCTURAL: GEOTECH: MODULAR CONTRACTOR: MODULAR PLANT LOCATION: GENERAL CONTRACTOR: PROJECT DATA PROJECT ADDRESS PROJECT DESCRIPTION: PARCEL NO.: ABBREVIATED LEGAL DESCRIPTION: TYPE OF CONSTRUCTION: SPRINKLERED: APPLICABLE BUILDING CODES: AHJ: LAND USE CODE CONFORMANCE DESIGN CRITERIA: TBD SEATTLE TBD TBD SEATTLE ASHLEY & VANCE ENGINEERING 1653 LUCERNE ST, SUITE D MINDEN, NV 89423 CONTACT: JORDAN P. DENIO, PE (755) 289 - 1808 IRONTOWN HOMES 1947 N CHAPPEL DRIVE SPANISH FORK, UT 84660 CONTACT: GREG WATTS 801.798.9026 1947 N CHAPPEL DRIVE SPANISH FORK, UT 84660 TBD ADDRESS ADDRESS PHONE TBD SEATTLE CONSTRUCTION OF TWO BEDROOM ADU MODULAR WITH SITE BUILT FOUNDATION. TBD SEATTLE TBD: TYPE V-B K0 2018 IRC (ARCH) W/ LOCAL AND STATE AMENDMENTS BUILDING CODES: 2018 IBC (STRUCT) W/ LOCAL AMENDMENTS 2018 UPC W/ LOCAL AND STATE AMENDMENTS 2018 IMC W/ LOCAL AND STATE AMENDMENTS 2018 IFC W/ LOCAL AND STATE AMENDMENTS 2020 NEC 2018 IECC/ WASHINGTON STATE ENERGY CODE AHJ: TBD STATE OF WA L&I (OFF SITE MODULAR STATE OF WA (OFF SITE MODULAR) REFER TO SITE PLAN FOR ZONING / LAND USE INFORMATION REFER TO STRUCTURAL CALCULATIONS IRONTOWN HOMES 1947 N CHAPPEL DRIVE SPANISH FORK, UT 84660 T. 801.798.9026 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION Q 0 UJ J OM � W w No. Description Date COVER SHEET Client Drawn by 04.16.21 Checked by Scale Aug 29 2( CITY OF EDMOP ��.+y� �+ry{ �+Ky r}�, ABBREVIATIONS DEVEDEPARTMENR ABV ABOVE ADH ADHESIVE ADJ ADJUSTABLE AGO AGGREGATE AHJ AUTHORITY HAVING JURISDICTION AIC AIRCONDITIONING ALT ALTERNATE ALUM ALUMINUM ANC ANCHOR,ANCHURAGE AS ANCHOR BOLT ANOD ANODIZED APX APPROXIMATE ARCH ARCHITECTURAL) ASPH ASPHALT AUTO AUTOMATIC AWN AWNING 8SMT BASEMENT sm BEAM BVL BEVELED BILK BLOCK BLKG BLOCKING BLWN BELOW BTW BETWEEN BD BOARD BOT BOTTOM BLDG BUILDING BUR BUILT UP ROOFING B!O BY OTH ERG CAB CABINET CRPT CARPET (ED) CLK CAULK (ING) CAS CASEMENT CB CATCH BASIN CLG CEILING CT CERAMIC TILE CIR CIRCLE CLR CLEAR (ANCE) COL COLUMN CONC CONCRETE CMLI CONCRETE MASONRY UNIT CONT CONTINUOUS OR CONTINUE CJT CONTROL JOINT CORK CORRUGATED CUFT CUBIC FOOT CUYD CUBIC YARD DP DAMPPROOFING DTL DETAIL DIA DIAMETER DIM DIMENSION DW DISHWASHER DIV DIVISION DR DOOR DH DOUBLE HUNG OS DOWN SPOUT DRVR DRAWER DT DRAIN TILE DWG DRAWING 0 NAIL SIZE EW EACH WAY E EAST EL ELEVATION ECG EQUAL EQUP EQUIPMENT EXCV EXCAVATE EXH EXHAUST EXIST EXISTING EXT EXTERIOR FOC FACE OF- CONCRETE FOF FACE OF FRAMING FOM FACE OF MASONRY FOW FACE OF WALL FBD FIBERBOARD FGL FIBERGLASS FIN FINISH (ED) FFE FINISHED FLOOR ELEVATION FA FIRE ALARM FE FIRE EXTINGUISHER FPL FIRE PLACE FLSH FLASHING FLR FLOOR (ING) FLOR FLUORESCENT FT FOOT, FEET FTG FOOTING FND FOUNDATION FIRM FRAME (ID), (ING) FBO FURNISHED BY OTHERS FOR FURRED (ING) GA GAGE,GAUGE GAL GALLON GAIN GALVANIZED GL GLASS; GLAZING GI GALVANIZED IRON GLBK GLASS BLOCK GLB GLUE LAMINATED BEAM GT GROUT GRID GRADE GRADING GW9 GYPSUM WALL BOARD HDW HARDWARE HDR HEADER HTG HEATING HVAC HEATINGI VENTILATION -AIR CONDITIONING HT HEIGHT HC HOLLOW CORE HOR HORIZONTAL HB HOSESIB IN INCH INCL INCLUDE (D), (ING) ID INSIDE DIAMETER INS INSULATE (D), (ION) INT INTERIOR INV INVERT JNT JOINT JST JOIST KD KILN DRIED KIT KITCHEN LB POUND LAM LAMINATE (D) LAV LAVATORY LH LEFT HAND L LENGTH LOA LENGTH OVER ALL LT LIGHT LEGEND SIM 1 1 A� -/ BUILDING SECTION BUILDING ELEVATION 1 INTERIOR ELEVATION TVICES GENERAL NOTES 1, ALL WORK PERFORMED SHALL COMPLYWITH THESE GENERAL NOTES UNLESS LF LINEAL FEET NOTED ON THE DRAWINGS AND SPECIFICATIONS. THE GENERAL CONTRACTOR ILL LIVE LOAD SHALL SHALL COORDINATE THE GENERAL NOTES WITH THE WORK OF Al TRADES, INCLUDING BUT LVL LAMINATE VENEER LUMBER NOT LIMITED TO THE MECHANICAL, ELECTRICAL, PLUMBING, FOOD SERVICE: AND LVR LOUVER ACOUSTICAL TRADES, MFR MANUFACTURER MO MASONRY OPENING 2. THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS MAX MAXIMUM THEREOF. THE CONTRACTOR SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL MA,S MASONRY CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE OWPIER / ARCHITECT OF CONDITIONS MECH MECHANIC (AL) REQUIRING MODIFICATION BEFORE PROCEEDING WITH THE WORK. MC MEDICINE CABINET MED MEDIUM 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATE PLACEMENT OF THE MDF MEDIUM DENSITY FIBERI BUILDING ON THE SITE. MDO MEDIUM DENSITY OVERLAY MBR MEMBER 4. WHERE DISCREPANCIES EXIST BETWEEN THE DRAWINGS OF VARIOUS DISCIPLINES, MMB M EM13PANE ARCHI TECTURAL D RAWINGS SHALL GENERALLY BE ASSUM ED TO GOVERN. IN SUCH MTL METAL INSTANCES, THE CONTRACTOR SHALL CONSULT THE ARCHITECT BEFORE PROCEEDING WITH MWK MILLWORK THE WORK_ MIN MINIMUM MIR MIRROR 5, CONDITIONS WHICH ARE NOT DETAILED SHALL BE ASSUMED TO BE SIMILAR IN MISC MISCELLANEOUS CHARACTER TO THOSE WHICH ARE, WHERE SPECIFIC DIMENSIONS, DETAILS. OR DESIGN MILD MOULDING INTENT CANNOT BE DETERMINED THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR MLB MICRO LAM INtATED BEAM TO PROCEEDING WITH THE WORK. NOM NDIM INAL N NORTH 6, CONSTRUCTION OF WORK INDICATED ON DRAWINGS AS (NEC) NOT IN CONTRACT. NIC; NOT CONTRACT THE CONTRACTOR SHALL COORDINATE ALL TRADES OF HIS WORK, WHETHER OR DIRECTLY NTS T NOT a SCALE INDIRECTLY INVOLVED. WITH (NIC) WORD_ NO:t� NUMBER 0 NON -OPERABLE WINDOW 5ECTION 7 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ILL APPLICABLE CODES N4D OBS OBSCURE GOVERN ING AUTHORITIES AND SHALL BE OF BEST PRAOTI CE OF EACH TRADE_ OC ON CENTER OP OPAQUE 8. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWN SPACE. DO NOT OPG OPENING SCALE THE DRAWINGS. OSB 0 RIENTATED STRAND BOARD 00 CUTSiDE DIAMETER g. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO PROCEEDING WITH THE FIAT PAINT (ED) WORK_ THE CONTRACTOR IS TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PBD PARTICLE BOARD PROCEEDING WITH THE WORK. PRT PARTITION PVMT PAVEMENT 10. FINISHED FLOOR ELEVATIONS ARE TO TOP OF SUBFL00R (WOOD I STEEL) OR TOP OF PERF PERFORATE (Dj SLAB (CONCRETE) UNLESS OTHERWISE NOTED. PLAS PLASTER PLAM PLASTIC LAMINATE 11. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BAG UP PLT PLATE PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE BEST POSSIBLE INSTALLATION OF PCC PLYWOOD ALL TOILET ROOM ACCESSORIESAND PARTITIONS, OWNER -FURNISHED ITEMS, AND ALL PCC PRECAST WALL -MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL, OR MISCELLANEOUS PCF UNDPER CU IC; POUNDS PER CUBIC FOOT EQUIPMENT. PLF POUNDS PER LINEAL FOOT PSF POUNDS PER SQUARE FOOT 12. THE FLAME SPREAD RATING FOR ALL MATERIALS SHALL CONFORM TO ALL PSI POUNDS PER SQUARE INCH APPLICABLE CODES. PBF PREFABRICATED PRF PREFORMED 13. REFER TOGERTIFIED M ECH AN I CAL AND EL ECTR I CAL 0 RAW INGS AND PT PRESSURE TREATED MANUFACTURER'S TEMPLATE DRAWINGS FOR ALL MECHANICAL AND ELECTRICAL EQUIPMENT PL PROPERTY LINE SUPPORTS, BOLT SETUP TEMPLATES; SPRING AND VIBRATION ISOLATORS, ETC: NOT SHOWN PH TOILET PAPER HANGER ON DRAWlWl1NGS QTY QUANTITY QT QUARRY TILE 14. PROVIDE PROPER ANCHORAGE OF ESSENTIAL EQUIPMMENT IN ACCORDANCE WITH RAID RADIUS APPLICABLE CODES. REF REFERENCE RFL REFLECT (IVE), (OR) 16. ALL PIPE DUCTS, BUSS DUCTS, AND CONDUITS THAT PENETRATE FLOOR SLABSREFR ATO REFRIGERATOR ANDIOR RATED WALLS SHALL BE INSTALLED IN A MANNER WHICH WILL PRESERVE THE FIRE AEC; REGISTER RESISTIVE AND STRUCTURAL INTEGRITY OF THE BUILDING. RE REINFORCED REQ'D REQUIRED 16. COORDINATE PLACEMENT OF ALL CEILING ELEMENTS WITH MECHANICAL, ELECTRICAL. RA RETURN AIR AND CEILING INSTALLER. WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS AND AND REV REVISION (S), REVISED THE CONTRACTOR SHALL CONSULT WTH THE ARCHITECT PRIOR TO R RISER PROCEEDING WITH THE WORK. RD ROD RFG ROOFING 17. PROVIDE ACCESS PANELS FOR MECHANICAL AND ELECTRICAL EQU IPMENT AS RM ROOM REQUIRED BY APPLICABLE CODES. ALL ACCESS PANELS SHALL BE CONCEALED AND RO ROUGH OPENING LOCATIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PR IOR TO START OF SCW SCHEDULE WVORK_ ELE=CTRICAL'J' 90XES, PLUMHING CLI=ANDUTS; FIRE DAMPERS, AND OTHER SIMILAR SCN SCREEN ITEMS REQUIRING ACCESS ARE NOT TO BE LOCATED ABOVE GW7W5 OR SIMILAR CEILINGS. SECT SECTION GGD SLIDINGSLAGS DOOR 18. CONTRACTOR SHALL SUBMIT TO THE ARCHITECT PRIOR TO STARTING THE WORX SWTH SHEATHING ING COMPREHENSIVE LAYOUT DRAWINGS INDICATING 1)IME=NSIONAL LOCATION OF ALL MSIBLE SHT SHEET BUILDING ELECTRICAL, AUTOMATION, SECURITY, LIFE SAFETY, CONTROL, ETC. EQUIPMENT. 5H SHELF, SHELVING SIM SIMILAR 19. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL. SLAB AND WIWAl OPENINGS SKL SKYLIGHT REQUIRED BY MECHANICAL AND ELECTRICAL CONTRACTORS. S SOUTH SLB SLAB 20. THE INSULATION CONTRACTOR SHALL PROVIDE CERTIFICATE OF COMPLIANCE TO THE SLID SLIDER (ING) ARCHITECT / OWNER UPON COMPLETION OF WORK. SPEC SPECIFICATION SCE SQUARE 21. CONTRACTOR SHALL VERIFY ALL CONCRETE / MASONRY OPENINGS PRIOR TO STD STANDARD FABRICATION OF DOORS AND FRAMES. STV STOVE STL STEEL 22. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM ONE ANOTHER TO PREVENT STR STRUCTURAL GALVANIC ACTION ANDIOR BREAKDOWN_ SA SUPPLY AIR SC SOLID CORE 23. ROOF OBSTRUCTION SUCH AS TELEVISION ANTENNAS OR GUY WIRES SHALL NOT BE SW SHEAR WALL INSTALLED IN A MANNER OBSTRUCTING FIRE DEPARTMENT ACCESS OR EGRESS. SS STAINLESS STEEL SYS 24. PROVIDE COLLISION BARRIERS ADEQUATE TO PROTECT ALL CONTROL METERS, TEL ELEPH1ONE T�EPH REGULATORS, AND PIPING FOR HAZARDOUS MATERIALS THAT ARE EXPOSED TO VEHICULAR TEMP TEr DAMAGE, CONSULT W,'VITH ARCHITECT PRIOR TO INSULATING. T&G TONGUEGUE & GROOVE Tic TOP OF 26. ALL MAWNHY DIMLNSIONS ARL NUMINAI-, TOC TOP OF C014CRFFE TOW TOP OF WALL 26. CEILING HEIGHT DIMENSIONS ARE FROM DESIGNED FINISH FLOOR TO FINISHED TB TOWEL BAR CEILING SURFACES U.O.N. T TREAD TS TUBULAR STEEL 27 WHERE REQUIRED; DOORS OPENING INTO REQUIRED FIRE -RESISTIVE CORRIDORS TY'P TYPICAL SHALL BE PROTECTED WITH A SELF -CLOSING SMOKEAND DRAFT CONTROL ASSEMBLY UL UNDERWRITERS LABORATORY HAVING A RATING & S LABEL IN ACCORDANCE WITH WALL ASSEMBLY. UNF UNFINISHED UNO UNLESS NOTED OTHERWISE 2$ PROVIDE FIRE DAMPERS CR DOORS WHERE DUCTS PENETRATE FIRE RATED WALLS VB VAPOR BARRIER OR CEILINGS U.O.N, VAR VARNISH VRN VENEER 29. ALL ELEVATOR OPENINGS SHALL BE CERTIFIED BY THE ELEVATOR SUBCONTRACTOR VERT VERTICAL PRIOR TO FORMING. IF MODIFICATIONS ARE REQUIRED, THE CONTRACTOR SHALL BRING VG VERTICAL GRAIN SUCH MODIFICATIONS TO THE ATTENTION OF THE ARCHITECT AND OWNER PRIOR TO MN VINYL SHEET PROCEEDING NTH THE WORK. WIVL WALL WC WATER CLOSET 30. CONTRACTOR SHALL PROVIDE ALL REQUIRED SIGNAGE (MAXIMUM OCCUPANT LOAD; WH WATER HEATER BUILDING ASSEMBLY, ETC) AS REQUIRED BY LOCAL BUILDING CODE AUTHORITY IN ORDER TO WP WATER PROOFING RECEIVE PERMANENT PROJECT OCCUPANCY. WR WATER RESISTANT WWF WELDED WIRE FABRIC 31. ALL SU RFACE=S EXPOSED TO MEW SHALL BE PROVIDED WITH A FINISHED CONDITION WNM WELDED WIRE MESH (PANTED, SEALED, ETC). W WEST WIN WINDOW 32. DEMOLITION! CONSTRUCTION SHALL CONFORM WITH CHAPTERS 33 AFC AND 33 IBC. WI4 WITHOUT WI WITH 33. SEE DRAWINGS FOR NOTES REGARDING WALL TYPES AND PARTITIONS. WD WOOD X OPERABLE WI ND OW SECTION SIM 1 DEfAILCALLIDUT g101 50 EXHAUST FAN CFM SD,C'1 SMOKE DETECTOR ` 1i ; DOOR NUMBER C0c-} CARBON MONOXIDE DETECTOR it J WINDOW NUMBER ARCHITECTURAL NOTES CODES ALL WORK SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE (LR.C.) 2018 EDITION, AND ANY LOCAL OR STATE AMENDMENTS TO THE CODE. IN ADDITION THE CURRENT VERSIONS OF THE CODES COVERING PLUMBING, MECHANICAL, ELECTRICAL, FIRE AND ENERGY CONSERVATION SHALL BE FOLLOWED, NOTIFY ARCHITECT OFANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING CODES. WORK SHALL BE DONE TO CURRENT AREA WIDE STANDARDS AND PRACTICES BY EXPERIENCED CRAFTSMEN. SCOPE TH ESE DOCUMENTS ARE OF LIMITED SCOPE AND DO NOT COVER ALL CONSTRUCTION DETAILS: CONDITIONS: FINISHES 0R PRACTICES. THE GQNiTRACTOR IS ASSUMED TO USE GOOD JUDGMENT IN THE EXECUTION OF THESE DOCUMENTS. GROUPARCHITEC;T (THE 'ARCHITECT-) SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS FROM THE MISINTERPRETATIONS OF THESE DOCUMENTS. THE CONTRACTOR SHALL VERI FY ALL EXISTING AND NEW DIMEN310INS AND JOB CONDITION5 AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WfWOPIK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIi UES, SEQUENCE OR PROCEDURES REQUIRED TO PERFORM THE WORK. GRADING GRADE ENTIRE CONSTRUCTION AREA OF PROPERTY TO REASONABLY TRUE AND EVEN SURFACES, SLOPE GROUND AWAY FROM BUILDING WALLS TO FACILITATE DRANAGE. GRADE TO UNI FORM LEVELS OR SLOPES BETWEEN POINTS WHERE GRADES ARE NOTED CN DRAWINGS. ROUND SURFACES AT ABRUPT CHANGES IN LEVEL. B,ACKFILL BEHIND RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SU BSU R FAC E D RAI N AGE. CUT SLOPES FOR PERMANENT EXCAVATIONS SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO I VERTICAL AND SLOPES FOR PERMANENT FILLS SHALL BE NOT STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL UNLESS SUBSTANTIATING DATA JUSTIFYING STEEPER SLOPES ARE SUBMITTED. FOUNDATIONS ALSO SEE STRUCTURAL NOTES FOR ADDITIONAL REQUI REM FIN TS_ FOUNDATION FOOTINGS SHALL BE PLACED UPON FIRM, UNDISTURBED NATIVE SOIL. NOTIFY ARCHITECT IF UNDISTURBED SOIL DEPTH IS DIFFERENT FORM ❑RAWINGS_ MINIMUM FOOTING DEPTH 18" BELOW ADJACENT FINISH GRADE_ FOUNDATIONS SUPPORTING MOD aI IALL EXTCND AT LEAST 5 INCI IC5 ADCVLTI IC ADJACENT FINISH GRADE. FOUNDATIONS FOR ALL BUILDINGS WHERE THE SURFACE OF THE GROU ND SLOPES MORE THAN 1 FOOT IN 10 FEET SHALL BE LEVEL, OR SHALL BE STEPPED SO THAT BOTH TOP AND BOTTOM OF SUCH FOUNDATION ARE LEVEL. INDIVIDUAL CONCRETE PIER FOOTINGS SHALL PROJECT A MINIMUM OF 8 INCHES ABOVE EXPOSED GROUND UNLESSTHECOL UMNSOR POSTS IN WHICH THEY SUPPORT ARE OF APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD. COLUMNS AND POSTS LOCATED ON .CONiCRETE OR MASONRY FLOORS OR DECKS EXPOSED TO THEWrWEATHER OR TO WATER SPLASH OR IN BASEMENTS AND WHICH SUPPORT PERMANENT STRUCTURES SHALL BE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING ABOVE FLOORS UNLESS APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD IS USED. THE PEDESTALS SHALL PROJECT AT LEAST 61NCHES AI30VE EXPOSED EARTH AND AT LEAST 1 INCH ABOVE SUCH FLOORS, WOOD ALSO SEE STRUCTURAL NOTES FOR AIDDITIONAL REQUI REM ENTS_ ,ALL LUMBER, PLYWOOD; PARTICLEBOARD, STRUCTURAL GLUED -LAMINATED TIMBER, AND JOINTED LUMBER, FIBERBOARD SHEATHING (WHEN USED STRUCTURALLY), HARDSCARD SIDING (WHEN USED STRUCTURALLY), PILES AND POLES SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING RULES SPECIFIED IN THE I.R.C_ AND SHALL BE SO IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED AGENCY_ ALL LUMBER, TIMBER, PLYWOOD, AND POLES REQUIRED TO BE TREATED WOOD UNDER SHALL BE IDENTIFIED BY THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY WHICH MAINTAINS CONTINUED SUPERVISION, TESTING, AND INSPECTION OVER THE QUALITY OF THE PRODUCT AS SPECIFIED iN I,R_C_ DELIVERY MID STORAGE: KEEP MATERIALS UNDERCOVER AND DRY. PROTECT AGAINST EXPOSURE TO WFATHER AND CONTACT WITH DAM P OR )YET SURFACES, STACK LUMBER AS WELL AS PLYWOOD AND OTHER PANELS, PROVI❑ E FOR AIR CIRCULATION WITHIN AND AROUND STACKS AND UNDER TEMPORARY COVERINGS INCLUDING POLYETHYLENE AND SIMILAR MATERIALS. FRAME NAILING TO BE IN COMPLIANCE WITH TABLE 602.3(1), LR.0 WOOD MEMBERS ENTERING MASONRY OR CONCRETE REQUIRES ONE-HALF INCH NET AIR SPACE ON TOP, SIDES, AND END. FOR CONVENTIONAL CONSTRUCTION, THE ENDS OF EACH JOIST SHALL HAVE NOT LESS THAN 1-1121NCHES OF BEARING ON WOOD 0R METAL: NOR LESS THAN 31 NCHES ON MASONRY EXCEPT WHERE SUPPORTED ON A 1 X 4 RIBBON STRIP NAILED TO ADJOINING STUD. BEARING PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS; WALLS, OR PARTITIONS MORE THAN JOIST DEPTH. JOISTS UNDER AND PARALLEL TO BEARING PARTITIONS SHALL BE DOUBLED. SOLID BLOCKING SHALL 8E PROVIDED OVER BEAR€NG PARTITIONS, WALLS, AND BEAMS. FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AND EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN TOP STORY AND A ROOF OR ATTIC SPACE. FIRE BLOCKING SHALL CONSIST CF 2-INCH NOMINAL LUMBER. FIRE BLOCKING SHALL BE REQUIRED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS: INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS BOTH HORIZONTALLY AND VERTICALLY; AT ALL INTERCONNECTIONS BETWEEN CDC) NCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS SOFFITS; DROP CEILINGS AND COVE CEILINGS, BETWEEN STAIR STRINGERS AT TOP AND BOTTOM AND ALONG RUN BETWEEN STUDS; IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AN1D SIMILAR OPENINGS WITH AFFORD A PASSAGE FOR FI RE AT CEILING AND FLOOR LEVELS._ WITH NON-COMBUSTIBLE MATERIALS. ALL WOOD EXPOSED TO WEATHER, SUCH AS WOOD USED FOR DECK FRAMING INCLUDING DECKING, RAILINGS, JOISTS, BEAMS, AND POSTS SHALL BE PRESSURE TREATED OR CEDAR PER I.R.C. ROOF ROOF SHEATHING SHALL BE IN ACCORDANCE WITH I.R. C, PLYWOOD ROOF SH£ATHI NG EXPOSED ON THE UNDERSIDE SHALL BE BONDED WITH EXTERIOR GLUE. APPLICATION OF ROOF COVERING MATERIALS SHALL 8E IN ACCORDANCE WITH I_R_C. TH E NET FREE VENTILATING AREA OF ENCLOSED RAFTER OR ATTIC SPACES OR OTHER ENCLOSED BUT UNHEATED SPACES SHALL BE NOT LESS THAN 1/150 OF THE AREA OF EACH SPACE TO BE VENTILATED, EXCEPT THAT THE AR EA MAY HE 11300. PROVIDED THAT 50% OF TH E REQUIRED VENTILATING AREA IS LOCATED AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE BEING PROVID ED BY THE SAVE OR CORNICE VENTS, OR I FA VAPOR RETARDER NOT EXCEEDING A 1 PERM RATING IS INSTALLED ON THE WARM SIDE OF THE INSULATION. THE VENT AREA OPENINGS SHALL BE GOVERE=D WITH CORROSION -RESISTANT METAL MESH WITH MESH OPENINGS OF 1/4 INCH IN DIAMETER. EGRESS EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE UPERASLE WINDOW 0R EXTERIOR DOOR APPROVED FOR EMERGENCY ESCAPE OR RESCUE. ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24 INCHES_ THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INCHES. WHERE WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A FI NISHED SILL HEIGHT NOT MORE THAN 441NCHES ABOVE THE FLOOR. ALL CORRIDORS SHALL BE NOT LESS THAN 36 INCHES WtWIDE. STAIRWAYS &RAILS MAXIMUM RISE 7-314 INCHES_ MINIMUM RUN 10INCHES; HEADROOM MINIMUM 6 FEET 8 INCHES; MINIMUM WIDTH 36 INCHES. HANDRAILS TO HAVE ENDS RETURNED AND PLACED MINIMUM 34 INCHES: MAXIMUM 38 INCHES ABOVE TREAD NOSING. UNLESS DESIGNATED FOR THE DISABLED; THE HANDGRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/4 INCHES NOR MORE THAN 2 INCHES IN CROSS -SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS, HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-V2 INCHES BETWEEN THE WALL AND THE HANDRAIL_ A FLOOR OR LANDING 15 REQUIRED ON EACH SIDE OF AN EXTERIOR DOOR. AN EXTERIOR DOOR MAY OPEN AT A LAN DI NO THAT I5 NOT MORE THAN 7-3/4 INCHES LOWER THAN THE FLOOR LEVEL, PROVIDED THE DOOR DOES NOT SW€NG OVER THE LANDING. STAIRS AND EXIT BALCONIES SHALL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE AT 8 FEET ON CENTER MAX, OR HE DESIGNED FOR LATERAL FORCES. SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY USE OF TOENAILS OR NAILS SUBJECT TO WITHDRAWAL. GLAZING SAFETY GLASS COMPLYING WITH IS REQUIRED IN THE FOLLOWING LOCATIONS: A. GLAZING IN EGRESS AND INGRESS DOORS EXCEPT JALOUSIES. B. GLAZING; IN FIXED AND SLI0ING PAN ELS OF SLIDI NG DOOR ASSEMBLIES AND PANELS IN SWIING I NG DOORS OTHER THAN WARDROBE DOORS. C. GLAZING IN STORM DOORS_ D, GLAZING IN UNFRAMED SWINGING DOORS_ E- GLARING INDOORS AND ENCLOSURES FOR HOT TUBS, WM-IIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBSAND SHOWERS, CLA2ING IN ANY PORTION OFAIBUILDING WA-L ENCLOSING THESE COM PARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZI NG IS LESS THAN 60 INCHES ABOVE THE DRAIN INLET_ F. GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR VMERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN ACLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 6C INCHES ABOVE THE WALKING SURFACE. G. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS 0 ESCRIBED IN ITEMS E AND F ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. EXPOSED 80TTCM EDGE LESS THAN 19 INCHES ABOVE THE FLOOR. EXPOSED TOP EDGE GREATER THAN 36 INCH ES ABOVE THE FLOOR. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE CF THE GLAZING. H. GLAZING IN RAIL NGG REGARDLESS OF HEIGHT ABOVE THE WALKING SURFACE. EXCEPTION: THE FOLLOWING PRODUCTS AND APPLICATIONS ARE EXEMPT FROM THE REQUIREMENTS FOR HAZARDOUS LOCATIONS AS LISTED IN I TEMS A THROUGH G: GLAZING IN ITEM F WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. GLAZING IN ITEM G WHEN A PROTECTIWfE BAR IS INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34 TO 38 1 NCHES ABOVE THE FLOOR, THE BAR SHALL BE ABLE TO WITHSTAND A HORIZONTAL LOAD OF 50 P.L.F. WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1-1/2 INCHES IN HEIGHT_ OPENINGS THROUGH WHICH A 3-INCH SPHERE CANNOT PASS_ ASSEMBLIES OF LEADED: FACETED OR CARVED GLASS IN ITEMS A, B, F AND G WHEN USED FOR DECORATIVE PURPOSES. GLASS BLOCK PANELS COMPLYING WITH I_R.C. SKYLIGHT GLAZING TO BE CONSTRUCTED 0F: LAMINATED GLASS WITH A MINIMUM 0,015-INCH (0.38 mm) POLYVINYL BUTYRAL INTERLAYER FOR GLASS VANES 16 SQUARE FEET (1.5 m2) OR LESS IN AREA LOCATED SUCH THAT THE HIGHEST POINT OF THE GLASS IS NOT MORE THAN 12 FEET (3658 mm) ABOVE A WALKING SURFACE OR OTH ER ACCESSIBLE AREA, FOR HIGHER OR LARGER SIZES, THE MINIMUM INTERLAYER THICKNESS SHALL BE 0.030 INCH (0.76 mm); FULLY TEMPERED GLASS; HEAT - STRENGTHENED GLASS; WIRED GLASS: APPROVED RIGID PLASTICS PER R308.6.2 ALL UNIT SKYLIGHTS INSTALLED IN A ROOF WITH A PITCH FLATTER THAN THREE UNITS VERTICAL IN 12 UNITS HORIZONTAL (25-PERCENT SLOPE) SHALL BE MOUNTED ON A CURB EXTENDING AT LEAST 4 INCHES (102 mm) ABOVE THE PLANE OF THE ROOF UNLESS OTHERWISE SPECIFIED IN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS PER R308.6.8. UNIT SKYLIGHTS SHALL BE TESTED BY AN APPROVED INDEPENDENT LABORATORY, AND BEAR A LABEL IDENTIFYING MANUFACTURER, PERFORMANCE GRADE RATING, AND APPROVED INSPECTION AGENCY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF AAM,4WMA 101It. S_21NAFS PER R308:6.9_ FINISH CARPENTRY FASTENERS AND ANCHORAGES_ PROVIDE NAILS, SCREWS AND OTHER ANCHORI NG DEVICES OF TYPE, SIZE MATERIAL AND FINISH SUITABLE FOR INTENDED USE AND REQUIRED TO PROVIDE SECURE ATTACHMENT, CONCEALED WHERE POSSIBLE_ HOT - DIP GALVANIZE FASTENERS FOR WORK EXPOSED TO EXTERIOR AND HIGH HUMIDITIES TO COMPLY WI TH ASTM A 153. STANDING AND RUNNING TRIM' INSTALL WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL-LENGTH PIECES FROM MAXIM UM LENGTH OF LUMBER AVAILABLE. COPE AT RETURNS, MITER AT CORNERS TO PRODUCE TIGHT FITTING J01NTS. USE SCARF JOINTS FOR END TO END JOINTS. INSTALL FINISH CARPENTRY WORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS. SCRIBE AND CUT FINISH CARPENTRY ITEMS TO FIT ADJOINING WORK, ANCHOR FINISH -CARPENTRY WORK SECURELY TO SUPPORTS AND SUBSTRATES, USING CONCEALED FASTENERS AND BLIND NAILING WHERE POSSIBLE. USE FINE FINISHING NAILS FOR EXPOSED NAILING EXCEPT AS INDICATED, COUNTERSUNK AND FILLED FLUSH WITH FINISHED SURFACE. ACCESS HATCH AND DOORS ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (E-G., ATTICS AND CRAWL SPACES) SHALL.. BE WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. ACCESS SHALL BE PROVIDED TO ALL EQUIPMENT THAT PREVENTS DAMAGING DR COMPRESSING THE INSULATION, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER MUST BE PROVIDED WHEN LOOSE FILL INSULATION) IS INSTALLED. WHEN EAVE VENTSARE INSTALLED, BAFFLING OF THE VENT 0 P E N I NGS 5HALL ESE PROVIDED SO AS TO DEFLECT THE INCOMING AIR ABOVE THE SURFACE OF THE INSULATION. BAFFLES SHALL BE RIGID MATERIAL: RESISTANT TO WIND DRIVEN MOISTURE. SECTION 502.1.4.4. CLEARANCES. WHERE REQUIRED; INSULATION SHALL BE INSTALLED VVITH CLEARANCES ACCORDING TO MANUFACTURER'S SPECIFICATIONS. INSULATION SHALL BE INSTALLED SO THAT REQUIRED VENTILATION IS UNOBSTRUCTED. FOR BLOWN OR POURED LOOSE FILL, €NSULAT10N CLEARANCES SHALL BE MAINTAINED THROUGH INSTALLATION OF A PERMANENT RETAINER. ILL INSULATION MATERIALS, INCLUDING FACINGS SUCH AS VAPOR BARRIERS OR BUILDING PAPERS, INSTALLE❑ WITHIN FLOOR/CEILING ASSEM81LIES, ROOF/CEILING; ASSEMBLIES, CRAWL SPACES; OR ATTICS SHALL HAVE A FLAME -SPREAD RATING NOT TO EXCEED 25. AND A SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH I_B.C, STANDARD NO. 8-1. EXCEPTIONS: A) FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION 2606 OF THE INTERNATIONAL BUILDING CODE; AND B) WHEN SUCH INSULATION ARE INSTALLED IN CONCEALED SPACES, THE FLAM E SPREAD AND SMOKE -DENSITY LIMITATIONS DO NOT APPLY TO THE FACING, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE 0FTHE CEILING, FLOOR, FINISH, ROOFS I CEILINGS MAINTAIN V VENTILATION ABOVE BATT & RIGID INSULATION. IF BAFFLES ARE USED THEY SHALL BE RESISTANT TO MOISTURE, BE OF RIGID MATERIAL, AND INSTALLED TO AND EXTEND 6" VERTICALLY ABOVE BATTS OR 12" VERTICALLY ABOVE LOOSE FILL. WALLS ALL WALL INSULATION SHALL FILL THE ENTIRE CAVITY. EXTERIOR WALL CAVITIES ISOLATED DURING FRAMING (SUCH AS BEHIND BATHTUBS AND 5HOWERS) SHALL BE FULLY INSULATED TO THE LEVELS OF SURROUNDING WALLS. ALL FACED INSULATION SHALL BE FACE STAPLED TO AVOID COMPRESSION. INSULATED HEADERS- RIGID INSULATED HEADERS REQUIRED FOR INTERMEDIATE AND ADVANCED FRAMING. OTHERWISE, FILL CAVITIES WITH REGULAR WALL INSULATION, FLOORS ALL FLOOR INSULATION SHALL BE INSTALLED IN A PERMANENT MANNER IN SUBSTANTIAL CONTACT WITH THE SURFACE BEING INSULATED. INSULATION SUPPORTS SHALL BE INSTALLED SO SPACING IS NO MORE THAN 24 INCHES ON CENTER. FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION_ SLABS PERIMETER INSULATION INSTALLED ON THE INSIDE OF THE FOUNDATION WALL SHALL EXTEND DOWNWARD FROM THE TOP OF THE SLAB FOR AMINIMUM OF 24 INCHES - INSULATION INSTALLED ON THEOUTSIDE OF THE FOUNDATION SHALL EXTEND DOWNWARD FROM THE TOP TO THE BOTTOM OF THE FOOTING, THERMAL BREAKS SHALL BE PLACED IN THE SLAB BETWEEN CONDITIONED AND UNCONDITIONED SPACES. THE ENTIRE AREA OF A RADIANT SLAB SHALL BE THERMALLY ISOLATED FROM THE SOIL. THE INSULATION SHALL BE AN APPROVED PRODUCT FOR ITS I NTENDED USE. A. BELOW GRADE EXTERIOR WALL INSULATION (COLD) SIDE OF THE WALL SHALL EXTEND FROM THE TOP CF THE BELOW GRADE WALL TO THE TOP CF THE BELOW GRADE FLOOR AND SNAIL BE APPROVED FOR BELOW -GRADE USE. ABOVE GRADE INSULATION SHALL BE PROTECTED_ B. INSULATION USED ON THE INTERIOR {WARM SO E OF THE WILL) SHALL EXTEND FROM THE TOP CF THE BELO'JI+-GRAID E WALL TO THE BELOW -GRADE FLOOR LEVEL. FLASHI N GS ALL FLASHINGS TO BE 26 GA GALVANIZED METAL OR ALUMINUM ALLOY ANODIZED FINISH, INSTALL FLASHINGSIN ALL LOCATIONS TO MAKE BUILDING WATERTIGHT THESE AREAS WOULD INCLUDE BUT NOT BE LIMITED TO COPINGS, CAPS, GRAVEL STOPS, BEAM CAPS, DRIP CAPS OVER DOORS WINDOWS AND OTHER OPENINGS. AND ROOF AND WALL INTERSECTIONS. CAULING AND SEALANT THE FOLLOWING OPENINGS IN THE BUILDING ENVELOPE SHALL BE CAULKED OR OTHERWISE SEALED TO LIMIT INFILTRATION. AROUND GLAZING AND COOR FRAMES: BETWEEN THE UNIT AND THE INTERIOR SHEET ROCK OR THE TOUGH FRAMING AS SHOWN IN 1)ETAIL5 WITH SPRAY FOAM SEALER; BETWEEN ALL EICTER10R WALL SOLE PLATES AND THE STRUCTURAL FLOOR, USING TWO ROWVS OF CAULKING AS SHOWN IN DETAILS; OVERALL FRAMING JOINTS WHERE FLOORS OVER CONDITIONED SPACES INTERSECT EXTERIOR WALLS (E.G_ AT RIM AND BAND JOISTS} AS SHOWN IN DETAILS; AROUND OPENINGS IN THE BUILDING ENVELOPE FOR DUCTS, PLUMBING, ELECTRICITY, TELEPHONE, AND CABLE TELEVISION LINES I N WALLS, CEILINGS AND FLOORS; AT OPENINGS IN THE CEILING, (E.G. WHERE CEILING PANELS MEET INTERIOR AND EXTERIOR WALLS; AT EXPOSED BEAMS, MASONRY FIREPLACES: WfWOODSTOVE FLUES. ETC.); AT PENETRATIONS. ALL OPENINGS IN THE AIR BARRIER INCLUDING SPACES AROUND PLUMBING, ELECTRIC CONDUITS AND BOXES: AND TELEPHONE SERVICE ENTRANCES. PENETRATIONS OF EXTERIOR CEILINGS AND WALLS BY METAL INSULTED FLUES SHALL BE SEALED ACCORDING TO MANUFACTURER'S SPECIFICATIONS; AT RECESSED LIGHTING FIXTURES IN UNHEATED AREAS, SEAL AROUND THE EXTERIOR CAN TO BEAIR TIGHT. THE MOUNTING FLANGE ON THE EXTERIOR CAN IS CAULKED TO THE GWWB_ AT ELECTRICAL O UTLETS, SEAL GAPS BETWEEN GVUS AND OUTLET BOX. SUPPLEMENTAL CONDITIONS CONTRACTOR'S GENERAL COMMERCIAL LIABILITY INSURANCE SHALL CONTAIN NO EXCLUSION THAT WOULD DENY COVERAGE FOR ANY CLAIM FOR EITHER BODILY INJURY OR PROPERTY DAMAGE ARISING OUT OF OR OTHERWISE CAUSED, IN WHOLE OR IN PART, BY ANY FUNGUS, MILDEW. MOLD, OR RESULTING ALLERGENS. IF SUCH EXCLUSION EXISTS AND CANNOT BE REMOVED BY ENDORSEMENT, CONTRACTOR SHALL SUBMIT PROOF OF COVERAGE FOR MOLD CLAMS UNDER A POLLUTION LEGAL LIABILITY 0R CONTRACTOR`S POLLUTION LIABILITY POLICY. MOLE HOUSE MECHANICAL VENTILATION MOLE HOUSE VENTILATION SYSTEM SHALL COMPLY WITH IRC CODE REQUIREMENTS: FOR SIZING, CONTROLS, DUCTING, NOISE AND OTHER REQUIREMENTS. EXHAUST FANS PROVIDfNG SOURCE SPECIFIC VENTILATION SHALL HAVE MINIMUM FAN FLOW RATI NG NOT LESS THAN 50 CFM AT 0.25 INCHES WATER GAUGE FOR BATHROOM LAUNDRIES OR SIMILAR ROOMS AND 100 CFM AT 0.25 INCHES WATER GAUGE FOR KITCHENS_ WHOLE HOUSE VENTILATION SYSTEMS MAY CONSIST OF WHOLE HOUSE EXHAUST, INTEGRATION WITH FORCED -AIR SYSTEMS OR DEDICATED HEAT RECOVERY VENTILATION SYSTEMS_ WHOLE HOUSE EXHAUST SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: BEDROOMS (CFM MIN) < 1500 sf <3000 sf <4500 sf <6000 of <7500 sf >7500 0-1 30 45 60 75 90 105 2-3 45 60 75 90 105 120 4-5 60 75 90 IG5 120 135 6-7 75 90 105 120 135 150 }7 90 105 120 135 150 166 INTEGRATED FORCED -AIR VENTILATION SYSTEMS SHALL HAVE 6 INCH DIAMETER 0R EQUIVALENT OUTDOOR AJR INLET DUCT CONNECTING A TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING TO THE RETURN PLENUM OF THE FORCED -AIR SYSTEM. THE OUTDOOR AIR INLET DUCT SHALL BE EQUIPPED WITH A DAMPERS OR OTHER 1DEVICE THAT REGULATES AIRFLOW TO MINIMUM OF 0.35 AIR CHANGES PER HOUR BUT NOT CREATE THE 0.50 Al R CHANGES PER HOUR UNDER NORMAL CPERATIC CONDITIONS. WHOLE HOUSE VENTILATION USING EXHAUST FANS: OUTDOOR AIR SHALL BE SUPPLIED TO EACH HABITABLE SPACE BY INDIVIDUAL OUTDOOR AIR INLETS. INDIVIDUAL ROOM OUTDOOR AIR INLETS SHALL HAVE A CONTROLLABLE AND SECURE OPENING AND IT SHOULD NOT COMPROMISE TH E TH ERMAL PROPERTIES OF THE STRUCTURE, THE Al R INLET MUST BE CAPABLE OF TOTAL OPENING AREA OF NOT LESS THAN FOUR SQUARE INCHES AND TESTED BY A NATIONALLY RECOGNIZED STANDARD OR APPROVED AGENCY AND LOCATED TO AVOID DRAFTS. THE INLETS SHALL BE SCREENED AND LOCATED AWAY FROM VENT OUTLETS, HAZARDOUS FUMES, PLUMBING DRAINAGE SYSTEMS, ATTIC; CRAWL SPACES„ AND GARAGES. DOMESTIC KITCHEN RANGE VENTILATION AND DOMESTIC CLOTHES DRYERS SHALL BE OF METAL AND HAVE SMOOTH INTERIOR SURFACES. DUCTS SHALL BE SUBSTANTIALLY AIRTIGHT AND SHALL COMPLY WITH THE PROVISIONS OF THE I.M_C. EXHAUST DUCTS SHALL TERMINATE OUTSIDE OF THE BUILDING AND BE EQUIPPED WITH BACK DRAFT DAMPERS. DOMESTIC CLOTHES DRYERS SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE IF IN AN AREA THAT IS HABITABLE OR CONTAINING OTHER FUEL BURNING APPLIANCES AND SHALL MEET THE PROVISIONS OF THE I.M.C., AS WELL AS CLOTHES DRYER MANUFACTURER'S INSTRUCTIONSAND RECOMMENDATIONS. DRYER EXHAUST DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING AND SHALL BE EQUIPPED WfWITH A BACKDRAFT DAMPER. DUCTS SHALL NOT BE CONNECTED OR INSTALLED WITH SHEET METAL SCREWS aR OTHER FASTENERS THAT WILL OBSTRUCT THE FLOW_ UNLESS OTHERWISE PERMITTED OR REQUIRED BY THE DRYER MANUFACTURER'S INSTRUCTIONS AND APPROVED BY THE BUILDING OFFICIAL, DRYER EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FEET, INCLUDI NQ TWWO 90-DEGREE ELBOWS. TWO FEET SHALL BE DEDUCTED FOR EACH 90-DEGREE ELBOW IN EXCESS OF TWO, PLUMBING WATER CLOSET COMPARTMENT MI NIM UM 30" WIDE WITH 2' CLEAR SPACE I N FRONT OF STOOL. SHOWER WALLS SHALL BE RELATIVELY SMOOTH. HARI ), NONABGORBENT, AND NOT ADVERSELY AFFECTED BY MOISTURE TO A HEIGHT OF NOT LESS THAN 70 INCHES ABOVE THE DRAIN INLET. WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB OR SHOWER ENCLOSURES OR WATER CLOSET COMPARTMENTS WALLS, WATER-RESISTANT GYPSUM BACKING BOARD COMPLYING WITH I.B.C. SHALL BE USED, EXCEPT THAT WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS: A) OVER A VAPOR RETARDER B) IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS OR STEAM ROOMS; AND C) ON CEILINGS. WOOD STOVES ALL SOLID FUEL -BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF I.M.C. WOOD STOVES SHALL BE APPROVED BY THE BUILDING OFFICIAL FOR SAFE USE OR COMPLY WITH APPLICABLE NATIONALLY RECOGNIZED STANDARDS AS EVIDENCED BY THE LISTING AND LABEL OF AN APPROVED AGENCY_ LISTED APPLIANCES. THE INSTALLER SHALL LEAVE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS ATTACHED TO THE APPLINICrE. CLEARANCES OF LISTED APPLIANCES FROM COMBUSTIBLE MATERIALS SHALL BE AS SPECIFIED IN THE LISTING OR ON THE RATING PLATE. HEATING SYSTEMS ALL WARM A[R FURNACES 5HALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS. NO WARM AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET, OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACES; ENCLOSED FURNACES, AND ELECTRIC HEATING FURNACES. LIQUEFI ED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN APIT, BASEMENT, OR SIMILAR LOCATION WHERE HEAVIER-THAN-AIR OAS MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOG R SPACE OR BASEMENT, NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE LESS THAN 12 INCHES WIDER THAN THE FURNACE OR FURNACES INSTALLED THEREIN WITH AMJNIMUM CLEAR WORKING SPACE LESS THAN 3 INCHES ALONG THE SIDES: BACK, AND TOP OF THE FURNACE APPLIANCES DESIGNED TO BE IN A FIXED POSITION SHALL BE SECURELY FASTENED IN PLACE. SUPPORTS FOR APPLIANCES SHALL 13E DESIGNED AND CONSTRUCTED TO SUSTAIN VERTICAL AND HORIZONTAL LOADS WITHIN THE STRESS LIMITATIONS IN THE BUILDING CODE, FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR, OR CEILING SEPARATING A RESIDENCE (GROUP R. DIVISION 3 OCC OPANCY) FROM A GARAGE (GROUP U, DIVISION 1 OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.019 I NCH (NO. 26 GALVANIZED SHEET GAUGE) AND HAVE N0 OPENINGS INTO THE GARAGE, ALL FUEL BURNING EQ U I PM ENT SHALL BE PROVIDED WITH COMBUSTIONAIR AND MEET THE PROVISIONS OF CHAPTER 6, I_M_C. APPLIANCES LOCATED WWITHIN THE BU ILID I NG EN VELOPE SHALL OBTAIN COMBUSTION AIR FROM OUTDOORS. HEATING EQUIPMENT LOCATED WITHIN THE BUILDING ENVELOPE SHALL BE THERMAJL.Y ISOLATED FROM THE HEATED AREA. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING NTH THE I.M.C. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE H GAS VENT, 0R TYPE BW GAS VENT SHALL BE I NSTALLED IN ACCORDANCE WITH THE TERIM 5 OF ITS LISTING, MANUFACTURER'S INSTRUCTIONS, AND THE APPLICABLE PROVISIONS OF I.M.C. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONINECTEID TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MACNTAIN THE CLEARANCE TO COMBUSTIBLES PER LM,C, THERMOSTAT - WALL THERMOSTAT, LOW VOLTAG E. HEAT ANT ICI PATING. FOUR TIME PERIODS PER DAY WITH INTELLIGENT RECOVERY FEATURE_ PRIMARY SPACE 00NDIT10NING SYSTEMS IN EACH DWELLING UNIT REQUIRE A PROGRAMMABLE THERMOSTAT WITH A 5-2 SCHEDULE (MINIMUM). EACH ADDITIONAL SYSTEM WITHIN A MA ELLING MUST HAVE AN ADJUSTABLE THERMOSTAT - DUCTS - DUCTS CANNOT DJSPLACEREQUIRED INSULATION- BUILDING CAVITIES CANNOT BE USED AS DUCTS. DUCTS LOCATED OUTSIDE THE CONDITIDNE❑ SPACE MUST BE TESTED. SMOKE DETECTOR A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIANG ACCESS TO EACH SEPARATE SLEEPING AREA, WHEN THE DWELLING UNIT HAS MORE THAN ONE STORY AND I N DMLLINGS WITH A BASEMENT, A DETECTOR SHALL BE INSTALLED ON EACH LEVEL AND IN THE BASEMENT, IN DWELL ING U NITS WMJERE ASTORY OR BASEMENT SPLIT INTO TWO OR MORE LEVELS, A DETECTOR SHALL BE INSTALLED ON THE UPPER LEVEL, EXCEPT THAT WHEN THE LOWER LEVEL CONTAINS A SLEEPING AREA, A DETECTOR SHALL BE PLACED ON EACH LEVEL. WHEN SLEEPING ROOMS ARE LOCATED ON THE UPPER LEVEL, A DETECTOR SHALL BE PLACED AT THE CEILING OF THE UPPER LEVEL IN CLOSE PROXIMITY TO THE STAIRWAY_ WHERE THE CEILING HEIGHT OF A ROOM OPEN TO THE HALLWAY SERVING THE SLEEPING ROOMS EXCEEDS THAT OF THE HALLWAY BY 24 INCHES OR MORE, DETECTORS SHALL BE PLACED IN THE HALLWAY AND THE ADJACENT ROOM_ DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING UNIT. THE REQUIRED DETECTORS SHALL RECEIVE THEIR POWER FROM THE BUILDING WIRING AND BE EQUIPPED WITH A BATTERY BACKUP, THE DETECTOR SHALL EMITA S1GNA- WHEN THE BATTERIES ARE LOW, CARBON MONOXIDE ALARM AN APPROVED CARBON MONOXIDE ALARM! SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM IN DWELLING UNITS AND ON EACH LEVEL OF THE DVVaLIING. SINGLESTATEON CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH UL 2034 AND SHALL BE INSTALLED IN ACCORDANCE NTH THE IRC AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. IRONTOWN HOMES 1947 N CHAPPEL DRIVE SPANISH FORK, UT 84660 T. 801.798.9026 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION Q 3: D - 0 J OM � W w < U) No. I Description Date GENERAL NOTES Client Date Drawn by Checked by 04.16.21 Scale A01 Aug 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 43'-6" 609 SF VENTED CRAWLSPACE EXPOSED EARTH IS COVERED WITH A CONTINUOUS CLASS I VAPOR RETARDER. JOINTS OF THE VAPOR RETARDER SHALL OVERLAP BY 6 INCHES AND SHALL BE SEALED OR TAPED. THE EDGES OF THE VAPOR RETARDER SHALL EXTEND NOT LESS THAN 6 INCHES (152 MM) UP THE STEM WALL AND SHALL BE ATTACHED AND SEALED TO THE STEM WALL OR INSULATION. 4 VENTS ONE IN EACH CORNER EACH PROVIDES .5 SQ FT = 2 SQ FT OF SPACE REQUIREMENTS ARE 1 SQ FT / 1500 SQ FT, THE VENTS EXCEED THE REQUIRMENTS. FOUNDATION PLAN 1/2" = 1'-0" 1 r IRONTOWN HOMES 1947 N CHAPPEL DRIVE SPANISH FORK, UT 84660 T. 801.798.9026 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION Q 0 LU J OM � W w < C/) No. I Description Date FOUNDATION PLAN Client Date 04.16.21 Drawn by Checked by A02 Scale 1 /2" = 1'-0" I Aug 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A200 1 1/ A400 2 A200 KEYNOTE SCHEDULE 1O ELECTRIC HEAT PUMP WATER HEATER, 50 GALLON, RATED 10. WINDOW SILL: TOP OF BOTTOM WINDOW FRAME TO BE FLUSH FOR INTERIOR USE. INSTALL AS PER MFR. WITH THE TOP OF BENCH. (18" ABOVE FINISH FLOOR) FINISH O2 ELECTRICAL SUB -PANEL. 100 AMP MINIMUM. RATED FOR HEIGHT OF BENCH ALSO AT 18" ABOVE FINISH FLOOR. EXTERIOR USE, INSTALL PANEL AS PER MFR. 10a. WINDOW SILL. TOP OF BOTTOM WINDOW SILL TO BE O3 CONDENSOR UNIT DAIKIN, H X W X D = 28 15/16 X 34 1/4 20 ABOVE FINISH FLOOR X 12 5/8" 11. MEDICINE CABINET, WIDTH TO FIT BETWEEN STUD BAY, EXACT O4. INSULATED HOSE BIB WITH BACK FLOW PREVENTER, TYP. STYLE AND HEIGHT AS PER OWNER, TYP. OLANDINGS (SITE BUILT BY OTHERS): 12. WALL MOUNTED OR PEDESTAL SINK, 24" WIDE, EXACT STYLE AND HEIGHT AS PER OWNER, TYP. MINIMUM WIDTH = WIDTH OF DOOR, DEPTH @ PATH OF TRAVEL = 36" MIN. 13. NOT USED WITH 2% MIN. SLOPE AWAY FROM STRUCTURE @ EXTERIOR, TYP.. U.N.O. 14. ELECTRIC STOVE AND OVEN. CODE REQUIRES A 100 CFM EXHAUST FAN, EXACT STYLE AND MODEL FOR BOTH UNITS AS O SHOWER: CERAMIC TILE W/ CURB. A NON -ABSORBENT PER OWNER, TYP. VENT TO EXTERIOR THROUGH THE SURFACE SHALL EXTEND NOT LESS THAN 72 INCHES ABOVE BATHROOM THE FLOOR IN THE SHOWER. O7 ALL SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE 15. BASE CABINETS WITH UPPER CABINETS. COUNTER AND CABINET STYLE AND HEIGHT AS PER OWNER, TYP. PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE THERMOSTATIC MIXING, PRESSURE BALANCE OR 16. APARTMENT SIZE REFRIGERATOR. EXACT STYLE AND COLOR COMBINATION VALVE TYPE. AS PER OWNER, TYP. O8 WALL MOUNTED MINI SPLIT, DAIKIN, H X W X D = 11 11/16" 17. BASE CABINETS WITHOUT UPPER CABINETS. COUNTER AND X 35 11/16 X 8 1/4 . CABINET STYLE AND HEIGHT AS PER OWNER, TYP. MOUNT ABOVE UPPER CABINETS. EXACT LOCATION AS PER OWNER AND CONTRACTOR, TYP., U.N.O. 18. UNDER COUNTER VENTLESS WASHER & DRYER, EXACT MODEL AND COLOR AS PER OWNER, TYP. OBENCH, FULL LENGTH OF WALL. APPROXIMATE FINISH DIMENSIONS; 18 x 18". FINISH AS PER OWNER. MOD NOTES FLOORS: A = 14'-0" x 35'-4" 9 1/2" FLOOR JOISTS PER STRUCTURAL PLANS SLOPED CEILING HEIGHTS FROM PER ELEVATIONS 2x12 ROOF RAFTERS AS PER STRUCTURAL PLANS SPACED AT 24" O.C. WITH NO OVERHANGS SL% STATE LABEL IRONTOWN HOMES 1947 N CHAPPEL DRIVE SPANISH FORK, UT 84660 T. 801.798.9026 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION Q 0 Uj J OM � W w < co No. Description Date Client Date Drawn by Checked by FLOOR PLAN Al 00 04.16.21 FLOOR PLAN 1/2" = 1'-0" Scale As indicated RIDGE 13'-5" T.O. FRONT WALL HIGH 11'-8" jk FINISH FLOOR - 10" BOTTOM OF JOIST 0' - 10" Lh FOOTING 1111LJ 1'-off REAR ELEVATION 3/8" = 1'-0" RIDGE 1 '-5" T.O. FRONT WAL � HIG 1 '-8I" FINISU FLOOR 11 1011* OTTOM OF JOI; 0 - 10" t 2'-6" ARIDGE I 1 3' - 5" - T.O. FRONT WALL [� HIGH _ v 11'-8" �T..O. FRONT WALL �/ - 6" LOV jk FINISH FLOOR 1' - 10" B0,OTTOM OF JOI - 10" FRONT ELEVATION 3/8" = 1'-0" 6 2'-6" 1'-0 _ RIDGE � 13'-5" O. FRONT WALL HIGH -11'-8" FINISH FLOOR 01U 1' - 10" )TTOM OF JOIST 0'--loll RIDGE - 51' — 0 T.O. FRONT WALL�� LOWS jkk FINISH FLOOR 1' -- 10" BOTTOM OF JOIST 0' -- 10" )NS SHOWN FOR DNLY. BUILDER / R IS RESPONSIBLE FOR CATION OF CODES & FOOTING RIDG 13'-5" RONT WALL HIGH 11'-8" RONT WALL W ' - 6r 9 3 6 gISH FL OR 1' - 0" ►M OF JOIST 0' - 10" 0 0 FOOTING -1'-oil _ _RIDGE � 13'-5" T.O. FRONT WALL HIGH 11'-8" FINISH FLOOR 1' - 1010" BOTTOM OF JOIST 0' - 10" ELEVATIONS KEYNOTE SCHEDULE 1. NOW GLARE STANDING SEAM METAL ROOFING, R-38 VENTED, 26 GA. MIN. COLOR AND STYLE, AS PER OWNER, TYP. 2. MAIN ELECTRICAL SUB -PANEL, 100 AMP MIN, U.N.O. 3. LAP FIBER CEMENT 4. NOT USED 5. A/C CONDENSER UNIT 6. 5% SLOPE AWAY FROM STRUCTURE, FIRST 10 FT., TYP. ALL SIDES 7. NOT USED 8. STOVE VENT IRONTOWN HOMES 1947 N CHAPPEL DRIVE SPANISH FORK, UT 84660 T. 801.798.9026 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION Q 0 uj J OM � W w < co No. I Description Date Client Drawn by Checked by ELEVATIONS A200 04.16.21 LEFT ELEVATION 3/8" = 1'-0" RIGHT ELEVATION 3/8" = 1'-0" Scale As indicated RESUB Aug 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT IRONTOWN HOMES 1947 N CHAPPEL DRIVE SPANISH FORK, UT 84660 T. 801.798.9026 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION 1 T 1 2 3 4 SEE STRUCTURAL SHEETS FOR .ROOF FRAMING AND SHEATHING REQUIREMENTS A A 5/8" / 1'-0" I I I I RAISED METAL SEAM ROOF OR COMPOSITE SHINGLE ----- RIDGE VENT 1/16 SCREEN Q PER WUI I I 0 LU o ih M ORHO`' I I Q LLB I No . Description D ate I I I I I 5/8" / 1'-0" I I I 6 - - - - - 6 I I I I ROOF 1 2 3 4 Client Date 04.16.21 Drawn by Checked by n ROOF PLAN 1 /2" = 1'-0" A300 Scale 1 /2" = 1'-0" Aug 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ROOF AT RIDGE 1 1 /2" = V-0" RAKE Df PER ROI BLOCK FASCIA SIDING EXT. SID ELEVATI ROOF AT RAKE1 1 1 /2" = V-0" I B yRIDGE 13'-5" T.O. FRONT W� �g„ HI, RIM JOISTS ANC HANGERS PEF j1k FINISH FLOOR 1111111L1�- loll � BOTTOM OF JC t 0(�2)1 1/2" P.T. PLATE Section 1 1 /2" = 1'-0" RIDGE CAP MECHANICALLY FASTENED RAISED SEAM METAL ROOF PANELS ROOF UNDERLAYMENT SPRAY FOAM 3 INCH R-15 R-30 BATT INSULATION TOTAL R-45 RAFTERS PER STRUCT 2X12. MECHANICALLY FASTENED RAISED SEAM METAL ROOF PANELS ROOF UNDERLAYMENT 3" R-15 SPRAY FOAM R-30 BATT INSULATION TOTAL OF R-45 RAFTERS PER STRUCT. 2X12 ,GLASS 2 Sim A400 W/6 MIL VAPOR BARRIER SEE FOUNDATION PLAN SIDING PEF WRB Z FLASHIN 2x8 SITE IP SITE INST) SILL SEAL CONCRETE MOD TO FOUNDATION DETAIL 1 1 /2" = V-0" Q RAKE Di PER ROI BLOCKIP FASCIA SIDING ROOF EVE DETAIL1 1 1 /2" = V-0" Sim RIDGE 13'-5" T.O. FRONT WALL HIGH 11'-8" T.O. FRONT WALL LOW 9'-6" _ FINISH FLOOR 1' - loll BOTTOM OF JOIST 0' -- 10" 1 R-30 BATT INSULATION FLOOR JOISTS PER STRUCT. WRB <6 MECHANICALLY FASTENED RAISED SEAM METAL ROOF PANELS ROOF UNDERLAYMENT R-15 SPRAY FOAM INSULATION RAFTERS PER STRUCT 2X12 R-30 BATT INSULATION R-15 SPRAY TOTAL R-45 IRONTOWN HOMES 1947 N CHAPPEL DRIVE SPANISH FORK, UT 84660 T. 801.798.9026 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION Q 0 LU J OM � W w < C/) No. I Description Date SECTION VIEW Client Date 04.16.21 Drawn by Checked by A400 Scale As indicated Aug 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Safety Glazing required at large window (11 a) adjacent to entry door and less than 60" above walking surface - also greater than 9 sq ft and closer than 18 inches to the floor. IRC R308 Verify all. Door Schedule Head Mark LOCATION Width Height Height Mat. Note D-1 ENTRY 3' - 0" 7' - 0" 7' - 0" MARVIN D-2 BEDROOM 2'-8" 7'-0" 7'-0" D-3 CLOSET 2'-0" 7'-0" 7'-0" D-4 CLOSET 2' - 0" 7' - 0" 7' - 0" D-5 BATHROOM 2' - 4" 7' - 0" 7' - 0" D-7 BED 2'-8" 7'-0" 7'-0" D-8 BATHROOM 2 2' - 4" 7' - 0" 7' - 0" D-11 CLOSET LIVING ROOM 2' - 2" 7' - 0" 7' - 0" D-12 CLOSET BEDROOM 2 2' - 0" 7' - 0" 7' - 0" D-13 CLOSET BEDROOM 2 2'- 0" 7' - 0" 7' - 0" ALL WINDOW AND DOORS TO 0.3 MIN U VALUE, AND 0.19 SHGC PER ENERGY CODE. WINDOW AND DOOR TO UTILIZE NATURAL LIGHT AND VENTILATION AS REQUIRED BY STATE AND LOCAL CODE. Window Schedule Mark Location Width Height Sill Height Material � U Value Family and Type 1 LIVING 9' - 0" 11- 11" 7' - 2" 0.3 Fixed —Window —with —Trim - Angle_top_7307: 9' x 1' 8" 1a LIVING 6' - 0" 7' - 0" 0' - 1" 0.3 Fixed: 72" x 84" 2 KITCHEN 4' - 0" 1' - 5" 7' - 0" 0.3 Fixed —Window —with —Trim - Angle_top_7307: 4' x 1' 6" 3 KITCHEN 4' - 0" 3' - 6" 3' - 6" TEMP 0.3 Slider with Trim: 48" X 42" 4 BEDROOM 4' - 3" 1' - 4" 6' - 6" 0.3 Fixed —Window —with —Trim - Angle_top_7307: 60" x 1' 3" 5 BEDROOM 3' - 0" 1'- 9 17/32" 7' - 0" 0.3 Fixed —Window —with —Trim - Angle_top_7307: 36" x 21.5" 6 BEDROOM EGRESS 3' - 0" 5' - 0" 2' - 0" 0.3 Casement with Trim: 36" x 60" 7 BATHROOM 2' - 0" 3' - 0" 4' - 0" TEMP 0.3 Window -Casement -Single —Left: 24" x 36" 8 BEDROOM 2 3'- 0" 2'- 11 1/16" 7' 2' - 0" - 0" TEMP 0.3 0.3 Fixed —Window —with —Trim - Angle_top_7307: Casement with Trim: 36" x 60" 36" x 36" 9 BEDROOM 2 EGRESS 3' - 0" 5' - 0" 10 LIVING 5' - 0" 1' - 6" 5' - 6" 0.3 Fixed: 60" x 18" 11 BEDROOM 4' - 3" 2' - 4" 7' - 2" 0.3 Fixed —Window —with —Trim ---Angle top_7307: 5' 0" x 1' 3" guest bed IRONTOWN HOMES 1947 N CHAPPEL DRIVE SPANISH FORK, UT 84660 T. 801.798.9026 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION Q 0 UJ J OM � W w < C/) No. I Description Date WINDOW AND DOOR UIIUfll Date Drawn by SCHEDULE 04.16.21 Checked by Scale A600 Aug 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A 14,16 WITH DISCONNECT PER CODE ELECTRIC PLAN 1/2" = 1'-0" CAN LIGHT .I J BOX EXTERIOR LIGHT OUTLET S SWITCH P PENDANT C/S CARBON MONOXIDE SMOKE DETECTOR LIGHT AND FAN COMBO IRONTOWN HOMES 1947 N CHAPPEL DRIVE SPANISH FORK, LIT 84660 T. 801.798.9026 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION Q 0 Uj J OM � W w No. I Description Date ELECTRIC PLAN Client Drawn by 04.16.21 Checked by E1.1 Scale 1 /2" = 1'-0" RESUB Aug 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT One -Line Riser Diagram Underground Service Scale: None Note: Utility Provided Under Separate Contract; Shown For Information Purposes Only GRADE LEVEL TO UTILITY TRANSFORMER OR POWER POLE (3) 4/0, (1) 2/0, (1)#4AL 200 AMP METER (EXISTING) 200 AMP MCP MAIN PANEL (EXISTING) 2#4/0, 1 #2/0 AL 2" PVC 3#3/0 CU 75-DEG RATED 18" min TO ADU - BURIED ---------------- A/ (3)#3,1#4 CU PANEL R 200 AMP MCB O #4G Q 100 AMP ADU NEW SUB PANEL EXTERIOR SERVICE DISCONNECT (EXISTING) Flag Notes: Utility Meter/CT Per Local Utility Requirements Ground Per NEC 250. Route Conduit Min. 18" Below Grade, And Stub Up Directly Beneath Panel So That Exposed Conduit Is Less Than 15' Per WAC Requirements. NOTE: CONCRETE ENCASED GROUNDING ELECTRODE MUST BE INSTALLED AT EACH NEW BUILDING OR STRUCTURE ON A PERMANENT FOUNDATION NOTE: SURGE PROTECTION DEVICE REQUIRED PER NEC 230.67 Abodu 2bed Sub Panel Schedule 50 amps 240v GFCI 20amps 120v AFCl/GFCI 20amps 120v AFCl/GFCI 20amps 120v AFCl/GFCI 20amps 120v AFCl/GFCI 20 amps 120v AFCl/GFCI 15 amps 120v AFCl/GFCI 15 amps 120v AFCl/GFCI 15 amps 120v AFCl/GFCI Main Circuit Breaker 100amps 1 Range Washer/Dryer combo 0 Kitchen sm app 5 A Kitchen sm app 71 B Dishwasher 9 General liahts Water Heater Disposal Bathroom Lights/ 11 I ReceDatcles Refrigerator 13 Heat Pump Vent Hood 15 General 17 Receptacles Bedroom Lights/ 19 Receptacles Smoke/CO Exterior Lights/ Receptacles ABODU 2 BED LOAD CALCULATION 2 15 amps 240v GFCI El 15a m ps 120v 6 AFCI 8 30 amps 240v GFCI 111111 20amps 120v 12 AFCl/GFCI 14 25amps 240v GFCI 16 15 amps 120v 18 AFCl/GFCI 15 amps 120v 20 AFCl/GFCI ITEM QTY MULTIPLIER TOTAL LOAD GENERAL LIGHTING 609 SQ FT 3 VA 1827 VA SMALL APPLIANCE 2 1500 VA 3000 VA LAUNDRY 1 1500 VA 1500 VA DISHWASHER 1 1200 VA 1200 VA DRYER 1 5000 VA 5000 VA WATER HEATER 1 1500 VA 1500 VA VENT HOOD 1 530 VA 530 VA RANGE 1 9600 VA 9600 VA DISPOSAL 1 985 VA 985 VA VA 0 VA NEC 220.82 TOTAL 25142 VA FIRST 10 KW @ 100% 10000 VA REMAINDER @ 40% 15142 6056.8 VA SUB TOTAL 16056.8 VA FIXED LOADS ELECTRIC HEAT 0 VA HEAT PUMP 5000 VA 100% 5000 VA TOTAL: 21056.8 VA SERVICE INSTALLED 100 AMP SERVICE FEEDERS 3 #3CU 1 #4CU 87.74 AMPS It shall be the responsibility of the General Contractor and all subcontractors who are bidding and participating in the work to review all sheets of the Construction Documents and to become familiar with all phases of the proposed project. The General Contractor and all subcontractors shall provide adequate protection in and around the project. The General Contractor shall bear all expense for repair or replacement of damaged work caused by a subcontractor that failed to protect another trades work. MANUFACTURER IRONTOWN HOMES 1947 N CHAPPEL DRIVE SPANISH FORK, UT 84660 T. 801.798.9026 MODEL STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION PRO]ll;FT12/16/2021 JECT TO CODE AND FIELD INSPECTION ABODU FBH 2 BED Seattle, WA 98104 SHEET TITLE ELECTRICAL DETAILS REVISIONS PROJECT INFORMATION: OFFICE PROJECT NO. REVIEWED BY: DRAWN BY: MH SCALE: AS NOTED DATE: 04.06.2021 SHEET NO. E3.0 RESUB Aug 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TYPICAL PLUMBING NOTES 1. WATER SUPPLY LINES ARE 1" U.N.O. 2. NO HORIZONTAL DRY VENTS. 3. NO D.F.U. LOADING. 4. AIR ADMITTANCE VALVES NOT ALLOWED. 5. ANTI -SCALD DEVICES PER UPC & LOCAL CODES. 6. FIXTURE SHUT -OFFS PER UPC & LOCAL CODES. 7. HORIZONTAL SLOPE MIN. 1/4" PER UPC & LOCAL CODES. 8. SCHEDULE 40 BLACK IRON PIPE FOR ALL GAS/PROPANE 9. COPPER / PEX PIPING FOR WATER SUPPLY LINES. 10. ABS FOR VENTING / DRAIN LINES. 11. R3 HOT WATER PIPE INSULATION MUST BE USED IN CONDITIONED SPACES AND R3 AT ALL WATER LINES IN UNCONDITIONED SPACES. 12. CLEANOUTS AT ALL BRANCHES OVER 5 FT. IN LENGTH, KITCHEN SINK, UPPER TERMINAL, AND CHANGES IN DIRECTION OVER 135 DEGREES. 13. TOILET IS NOT AN APPROVED CLEANOUT. 14. CLOTHES WASHER TRAP SHALL BE BETWEEN 6 AND 18 INCHES ABOVE THE FLOOR. THE STANDARD RECEPTOR SHALL BE BETWEEN 18 AND 30 INCHES ABOVE ITS TRAP. 15. NO PEX WITHIN 18 INCHES OF HOT WATER HEATER. 16. INSTALL WATER HAMMER ARRESTORS AS CLOSE TO QUICK -ACTING VALVES AS POSSIBLE. 17. WATER PIPING TO BE INSTALLED TO ACCOUNT FOR ALL PRESSURE DROP IN SYSTEM PER UPC & LOCAL CODES. 18. WATER SUPPLY SYSTEM MAINS AND BRANCHES SHALL BE PROPERLY SIZED TO DELIVER ADEQUATE WATER PRESSURE AND VOLUME PER LOCAL CODES, AND TO MINIMIZE FRICTION GENERATED NOISE. NO 1/2" I.D. PIPING SHALL BE INSTALLED IN WALLS OR CEILING ADJACENT TO LIVING OR SLEEPING AREAS. PIPING SHALL BE SIZED SO THAT FLOW VELOCITIES DO NOT EXCEED 67SECOND. 19. HORIZONTAL DRAINAGE PIPE SLOPE TO BE INSTALLED IN UNIFORM ALIGNMENT AT UNIFORM SLOPES NOT LESS THAT 1/4" SLOPE PER 1 FOOT PER UPC & LOCAL CODES. 20. ENSURE PROPER VENTING AT KITCHEN SINK (IF PROVIDED). 0 MINIMUM DESIGN PRESSURES DOMESTIC WATER SERVICE: HOLD 50 PSI FOR 15 MINUTES DOMESTIC WASTE VENT: WATER TEST: 10' HEAD FOR 15 MINUTES ON -SITE PRESSURES DOMESTIC WATER SERVICE: MAXIMUM WATER PRESSURE TO BE 80 PSI. IF PRESSURE IS ABOVE THE MAXIMUM, A REGULATOR MUST BE INSTALLED PER UPC & LOCAL CODES. LOAD CALCULATION PROJECT COUNT FIXTURE TYPE UNITS PROJECT TOTAL 0 BAR SINK 1 0 0 BATHTUB/COMBINATION 10 0 1 CLOTHES WASHER 4 4 1 DISHWASHER 1.5 1.5 2 HOSE BIB 2.5 5 1 KITCHEN SINK 1.5 1.5 0 LAUNDRY / UTILITY SINK 1.5 0 1 LAVATORY WASH BASIN 1 1 1 SHOWER STALL 2 2 1 WATER CLOSET 3 3 TOTAL: 8 18 CALCULATED TOTAL DEVELOPED LENGTH IS: 60' FIXTURE CONNECTION DESCRIPTION MIN BRANCH SIZE TRAP COMMENTS W V CW HW WATER CLOSET 3" 2" 1/2" 3" 1 KITCHEN/LAUNDRY SINK 2" 1-1/2" 1/2" 1/2" 1-1/2" 5 TUB/SHOWER COMBO 2" 1-1/2" 3/4" 3/4" 1-1/2" 2,3 BATH TUB ONLY 2" 1-1/2" 3/4" 3/4" 1-1/2" LAVATORY 1-1/2" 1-1/2" 1/2" 1/2" 1-1/2" 4 CLOTHES WASHER 2" 1-1/2" 3/4" 3/4" 2" SHOWER 2" 1-1/2" 3/4" 3/4" 2" 2 DISHWASHER 1/2" 6 NOTES: 1. DUAL -FLUSH EQUAL TO OR LESS THAN 1.28 GALLON PER FLUSH. 2. INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THERMOSTATIC VALVE TYPE SHALL BE PROVIDED. 3. SHOWER HEADS NOT TO EXCEED 1.75 GPM @ 60 PSI 4. LAVATORY FAUCETS NOT TO EXCEED 1.0 GPM @ 60 PSI 5. KITCHEN FAUCETS NOT TO EXCEED 1.75 GPM @ 60 PSI 6. FOR DISHWASHER WASTE CONNECT MANUFACTURER SUPPLIED DRAIN LINE TO GARBAGE DISPOSAL INLET. VERIFY SUPPLY LINE REQUIREMENTS WITH MANUFACTURER'S SPECIFICATIONS. 1 2 3 4 -4 II II\I nnnnIIIn IAIATrn 1 IINIr SEE (I 1 I PLUMBING LAYOUT MAIN LEVEL 1 /211 _ 1 1_0 11 It shall be the responsibility of the General Contractor and all subcontractors who are bidding and participating in the work to review all sheets of the Construction Documents and to become familiar with all phases of the proposed project. The General Contractor and all subcontractors shall provide adequate protection in and around the project. The General Contractor shall bear all expense for repair or replacement of damaged work caused by a subcontractor that failed to protect another trades work. MANUFACTURER IRONTOWN HOMES 1947 N CHAPPEL DRIVE SPANISH FORK, UT 84660 T. 801.798.9026 MODEL STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES PROJECT 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION ABODU 2 BDRM SHEET TITLE PLUMBING LAYOUT REVISIONS PROJECT INFORMATION: OFFICE PROJECT NO. REVIEWED BY: DRAWN BY: TLS SCALE: AS NOTED DATE: 06.13.2020 SHEET NO. P1.0 RESUB Aug 29 2022 CITY OF EDMONDS DEVELOPMENT �SF�(I 4trilt, IJ R DEPARTM 2" X 4' studs behind sh «c rt roe FlexibIle waiter -511B' x 8" lag connections screws with washer Dishwasher air gap Cover«� rF chrome cap I I I I I I I I I I I I I I I I I I I I I 112' dla. lh rv-vaiI eleetrloal 0,0ndu it fl-attened at ends I I I I I I I I I I I I I I I I I I I I I I I I I I I I I WATER HEATER 3 WATER HEATER STRAPPING NOT TO SCALE EX TANK DRAIN TO Ol CONDENSAT PAN DRAIN S ALL DRAIN LI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 114" x Iround heed machine I screw with I I washer and nu; I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L--- I I Flexible gas pipe connection 1 DOMESTIC WATER RISER DIAGRAM NOT TO SCALE air air f 1j0se to sink trap r 4 t kitchen sink I L A I I tra Q 2010 CEFSOrtDtir11l:3P-CO , 4 DISHWASHER CONNETCTION NOT TO SCALE cross section dishwasher drain haSe "1/2„ V SEER SINE 3 2 WASTE AND VENT RISER DIAGRAM NOT TO SCALE '' V �ER It shall be the responsibility of the General Contractor and all subcontractors who are bidding and participating in the work to review all sheets of the Construction Documents and to become familiar with all phases of the proposed project. The General Contractor and all subcontractors shall provide adequate protection in and around the project. The General Contractor shall bear all expense for repair or replacement of damaged work caused by a subcontractor that failed to protect another trades work. MANUFACTURER IRONTOWN HOMES 1947 N CHAPPEL DRIVE SPANISH FORK, UT 84660 T. 801.798.9026 MODEL STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES PROJECT I2/I6/202I SUBJECT TO CODE AND FIELD INSPECTION ABODU 2 BDRM SHEET TITLE PLUMBING RISER DIAGRAMS & DETAILS REVISIONS PROJECT INFORMATION: OFFICE PROJECT NO. REVIEWED BY: DRAWN BY: TLS SCALE: AS NOTED DATE: 06.13.2020 SHEET NO. Pi, 1 RESUB Aug 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MECHANICAL LEGEND n PROGRAMMABLE THERMOSTAT WITH A CLOCK MECHANISM THAT ALLOWS THE BUILDING OCCUPANT TO PROGRAM THE TEMPERATURE SETPOINTS FOR AT LEAST FOUR PERIODS WITHIN 24 HOURS. PANASONIC WHISPER GREEN FV-05-11VKS1 EXHAUST FAN. CFM AS NOTED RANGE HOOD EXHAUST FAN. CFM AS NOTED. EXHAUST VENT THRU WALL TYPICAL MECHANICAL NOTES 1. 60 CFM MIN. FOR ALL FANS, U.N.O. 2. 100 CFM FOR RANGE HOOD, U.N.O. 3. SONE RATING OF CEILING FANS TO BE < 0.3 4. DOORS TO BE UNDERCUT MIN. 1/2" 5. VERIFY REQUIREMENTS FOR ALL APPLIANCES PER MANUFACTURER'S SPECIFICATIONS. 6. REQUIRED VENTILATION WILL BE ACHIEVED THROUGH OPERABLE WINDOWS. SEE WINDOW SCHEDULE. 1 2 3 T � MECHANICAL LAYOUT FIRST FLOOR It shall be the responsibility of the General Contractor and all subcontractors who are bidding and participating in the work to review all sheets of the Construction Documents and to become familiar with all phases of the proposed project. The General Contractor and all subcontractors shall provide adequate protection in and around the project. The General Contractor shall bear all expense for repair or replacement of damaged work caused by a subcontractor that failed to protect another trades work. MANUFACTURER IRONTOWN HOMES 1947 N CHAPPEL DRIVE SPANISH FORK, UT 84660 T. 801.798.9026 MODEL STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES PROJECT 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION ABODU 2 BDRM SHEET TITLE MECHANICAL LAYOUT REVISIONS PROJECT INFORMATION: OFFICE PROJECT NO. REVIEWED BY: DRAWN BY: TLS SCALE: AS NOTED DATE: 06.13.2020 SHEET NO. M1.0 RESUB Hug 29 2U22 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT OTYPICAL NOTCHING & BORING PENETRATIONS IN TOP PLATES & SILL PLATES Space Notches @ 72" o.c., Min. 1-1/4"Q1 Max. Bored Holes - (V X g 4x IIIII �IIIIII J, c MSTA24, Center—/ 3-1/2" on Notch Max. Space Notches @ 72" o.c., Min. 6x MSTA26, Center on Notch Space Notches @ 72" o.c., Min. 8x (V 1'-0" Min. V-0" Min. 2" 0 Max. Bored Holes cu N L ........ c i-1/2" Max.' X c� V-0" Min. (V N ABODU MODULAR 2 Bedroom Washington STANDARD DETAILS Nailing per Plan w/ Spcg. Fj TYPICAL FLOOR / ROOF NAILING Denoted as @ A", B", C" 4 TYPICAL CONCRETE SLAB JOINTS A = Boundary Nailing Edge Nailing Along Edge of B = Edge Nailing 1st Pour 2Dd Pour ea. Panel C = Field T-0" Long Dowel to Match 3/4" Size &Spcg. of Slab Reinf. Boundary Nailing @ Edge Cont. Panel Joint of Floor/Roof Frmg. Perp. to Frmg. F0 0 0 E � ....... L LL • C U M 000- ° o L I1- L S? o M CL • o U LL DAr I: I O � I� I' I� 3" 0 Max. Bored Holes This Panel Joint Not Cont. � U � Field Nailing Typ. to Provide Blkg. & Edge All Frmg. Members Nailing at Perp. Panel L Provide BN @ SW's & Joints as Occurs per Plan Collector/Drag Members as SW as Occurs per Plan Occurs per Plan (V ,C� MSTA26, Center [5-1'/2" V-0" Min. V-0" Min. on Notch I Max. NOTCHING LIMITS FOR WOOD STUDS BORING LIMITS FOR WOOD STUDS w M 0.4w Max. Non -Bearing Interior Wall M 2 0.25w Max. Bearing &/or Exterior Wall CD 0.6w Max. 5/8" Min. Non -Bearing Interior Wall 0.4w Max. 0 5/8" 41, Min. w OTYPICAL 2x TOP PLATE SPLICE Before Next Splice: 2x4 Dbl. TP - 4'-0" Splice w/ (30) 16d Nails 2x4 - (30) 16d Nails 2x6 Dbl. TP - 5'-4" Splice w/ (46) 16d Nails 2x6 - (46) 16d Nails Splice TP over Stud, Typ. Strap ES Break in TP 2x4 - MSTA24 0 2x6 - MSTA36 0 Bearing &/or Exterior Wall TYPICAL SHEAR WALL FRAMING NOTES: 1. Single sided shear walls may be placed on EITHER side of the framed wall. 2. Sill plates on masonry or concrete to be pressure treated per Timber / Lumber specifications. Sill plate thickness per SW Sched. 3. Wall studs and blkg. are required at all adjoining panel edges. Thickness of wall studs and blkg. at panel edges per SW Sched. 4. Where plywood is applied on both faces of a wall, edge nails shall be staggered on adjacent panel edges OR panel joints shall be offset to fall on different framing members. Plywood joint and sill plate nailing shall be staggered in all cases. 5. Plywood panels shall butt along centerlines of framing members. Minimum plywood dimension for shearwall shall be 12". 6. Nails shall be located at least 3/8" from all panel edges. 7. The use of pnuematic nail guns for shear wall nailing is subject to continued satisfactory jobsite performance and subject to the review and approval by the Engineer of Record and/or Building Inspector. If the nail heads penetrate the outer ply more than would be normal for a hand held hammer, or if the minimum edge distances are not maintained, the performance will be deemed as unsatisfactory and the continued use of pneumatic nail for shear wall nailing will not be permitted. 8. At all bearing walls (both exterior and interior walls) not noted as shear walls, continuous full depth blocking shall be provided between joists and rafters with LTP4 or A35 to top plates @ 32" oc at floors and 48" oc at roofs, unless noted otherwise per plan. 9. Refer to material specifications for additional framing requirements. SHEAR WALL LEGEND HD Strap from Abv., Align w/ HD Post Blw. I HD to Blw. I SW Type, Refer to SW Sched. for Shtg., Nailing, I _ � o AB's, Transfer Hdw., Etc. I � Length of SW (Min.) P¢ HD Strap from Abv., NOT I Cont. to Level Blw., Align Post Blw. to Match HD Post Abv. & BN per SW Type HD to Blw. Refer to Plans for Specific Transfer & Connection Detail at each Shear Wall Location o� 0 Q TYPICAL SHEAR WALL INTERSECTIONS "T" INTERSECTION "T" INTERSECTION, HD STRAP TYPICAL OR WITH HD HD Strap & Post as Occurs per Plan ® 16d or SDS Tranfer per SW Sched. ISW BN, Typ. HD & Post as Occurs per Plan "L " INTERSECTION, 2x4 WALLS HD Strap & Post as Occurs per Plan 16d or SDS Tranfer per SW Sched. SW BN, Typ. HD & Post per Plan SW BN, Typ. 16d or SDS Tranfer per SW Sched. "L " INTERSECTION, 2x6 WALLS HD Strap & Post as Occurs per Plan 16d or SDS Tranfer per SW Sched. SW BN, Typ. HD & Post per Plan 0 NAIL SPLICE (2) 16d @ 16" oc COLD JOINT Fill w/ Joint Sealant 1/8" �` •J �° o � SAWCUT JOINT Exp. Joint 2 0 O 0 0 J EXPANSION JOINT 1st Pour Notes: 1. Pour Slab in Alt. Bays, 12'-0" Sq. Max. 2. Slab May be Poured Monolithically if 2 d Pour Sawcut @ 12'-0" Max. Ea. Way 3. Exp. Joints per Plan. OTYP. PENETRATION THROUGH FOUNDATION Ftg. Reinf. per Plan & Details 1� 6 Min. Duct or Pipe Penetration per Mech. or Plumb. Plans DO NOT Locate Pen. w/n 24" of Any Holdowns STRAP SPLICE ® TYPICAL SHEAR WALL FRAMING SHEAR WALL ELEVATION Cont. Dbl. 2x Top Plate, Splice per 7/S-1.1 SW BN Regd. @ Panel Edges & Entire Perim. of SW 12" oc Field Nailing Reqd. @ Int. of Panel Shtg. Panel Cont. Stud or Blkg. @ Panel Edges, Frmg. Size per SW Sched. PT Sill Plate, Size per SW Sched. HD Post per Plan & HD Sched. HD as Occurs per Plan AB Size,Spacing, and PI. Washer per SW Sched. HD Anchor per HD Sched. Provide Dbl. Ties @ ea. Bot. Reinf. Bend Loc. Ties: CFtg. Reinf. = (1) Bar T&B, Use #3 Vert. w/ 1800 Hook ea. End (� Ftg. Reinf. > (1) Bar T&B, Use U #3 Stirrup w/ 1350 Hooks @ Top Roof Frmg. per Plan Roof Shtg. per Plan Roof BN Solid Blkg. per Details SW BN to Top PI. Blkg. to Top PI. Shear Transfer Hdw. per SW Sched. Upper SW per Plan Floor Shtg. per Plan Sill PI. to Blkg./Rim Shear Transfer Hdw. per SW Sched. SW BN to Sill PI. Floor BN Solid Blkg. or Rim per Details SW BN to Top PI. Blkg. to Top PI. Shear Transfer Hdw. per SW Sched. Lower SW per Plan PT Sill Plate & Anchorage per Specs. & SW Sched. Retighten AB's Prior to Closing in Hdw. SHEAR WALL SECTION ABBREVIATIONS PROJECT INFORMATION 1 TYPICAL REINFORCING BAR BENDS AB Anchor Bolt Mas. Masonry ARCHITECT / DESIGNER: A&B Above and Below Max. Maximum Abodu 04 Dimension per Details Abv. Above MB Machine Bolt Eric McInerney Adn. Addition (al) MF Moment Frame 2424 El Camino Real 0">61 Adj. Adjacent, Adjustable Mfr. Manufacture(r) Redwood City, CA 94063 Alt. Alternate (ive) Min. Minimum, Minute (650) 590-9329 = i Appd. Approved Mod. Modif(y), (ication) Arch. Architect(ural) Mtl. Metal O 4d d Avg. Average (N) New Bdry. Boundary N/A Not Applicable p2-1/2" Min. Bldg. Building Nat. Natural 12d for #6 & Larger Blk(g). Block (ing) NTS Not to Scale 6d for #5 & Smaller Bm. Beam o/ Over BN Boundary Nailing oc On Center O B-O Bottom of OD Outside Diameter N BO By Others Opng. Opening DESIGN PARAMETERS Dimension per Details Bot. Bottom Opp. Opposite Brg. Bearing Opt. Optional Btwn. Between Para. Parallel STANDARD TIES & STIRRUPS STANDARD END HOOKS BW Both Ways PCF Lbs per Cubic Ft. GENERAL PARAMETERS Bar Size D H (Approx.) #3 1-1/2" 3" #4 2" 3" #5 2-1/2" 3-3/4" #6 4-1/2" 4-1/2" #7 5-1/4" 5-1/4" #8 6" 6" Bar Size D J #3 2-1/4" 3" #4 3" 4" #5 3-3/4" 5" #6 4-1/2" 6" #7 5-1/4" 7" #8 6" 8" Cant. Cantilever(ed) Pen. Penetrate, (tion) Building Code 2018 IBC CIP Cast in Place Perf. Perforated Roof Loads CJ Ceiling Joist Perim. Perimeter Dead Loads** (DL) 15 psf CJP Complete Joint Perp. Perpendicular **Includes 3 psf PV Loads Penetration PI Panel Index Live/Snow Loads (LL/SL) 20/75 psf CL Center Line PJP Partial Joint Pen. Floor Loads - Typ. Clg. Ceiling PL Plate Dead Loads (DL) 16 psf CMU Conc. Masonry Unit PLF Lbs per Linear Ft. Live Loads (LL) 40 psf Col. Column PI. Plate Com Common PI PI wood Note: Comp. Component y Prep. y Prepare, (tion) All Bar Bend Diameters & End Lengths Must Conc. Concrete Press. Pressure Conform to the CRSI Manual of Standard Practice Conn. Connection Proj. Project SOILS VALUES (Table 1806.2) Const. Construction Prop. Property Cont. Continue (ous) PSF Lbs per Square Ft. Bearing Pressure psf 4) STD. DEVELOPMENT LENGTHS & LAP SPLICES Ctr. Center PSI Lbs per Square In. Lateral Passive EFP 130 pcf d Penny PT Pressure -Treated At -Rest EFP 60 0 pcf Dbl. Double R Radius Active EFP 40 pcf Defl. Deflection Rec(s). Recommendation(s) Friction Coefficient 0.25 Deg. Degree Rect. Rectangular -02 1 Demo. Demolish (tion) Ref. Reference U Dep. Depress(ed) Reinf. Reinforce(d), (ment), WIND DESIGN BASIS '� DF DFir ou las g ( In g) Dia. Diameter Req(d). Require(d) Ultimate Wind Speed, VULT 130 mph Diaph. Diaphragm Reqs. Requirements Nominal Wind Speed, VASD 101 mph Dif. Different Ret. Retain(ing) Risk Category II Stagger Adj. Class A Splices Ld Dim. Dimension RJ Roof Joist Exposure B 2Ld Min., or Use Class B* Splice Dist. Distance RR Roof Rafter Importance Factor, Imo, 1.00 *Concrete ONLY DJ Deck Joist RW Redwood Int. Press. Coefficient, GCpI ±0.18 CONCRETE Bar Length of Lap, Ld Embed. of Size Class A Class B Hook, Ldh #3 16" 21 " 7" #4 22" 28" 9" #5 27" 35" ill, #6 32" 42" 14" #7 38" 49" 16" #8 43" 56" 18" MASONRY Bar Length of Embed. of Size Lap, Ld Hook, Ldh #3 15" 5" #4 26" 7" #5 40" 9" #6 74" 10" #7 101" 12" #8 131 " 13" DL Dead Load SAD See Arch Dwg's Dwg. Drawing Sched. Schedule (E) Existing Sgl. Single SEISMIC DESIGN BASIS Ea. Each Shtg. Sheathing Seismic Design Category D EF Each Face Sim. Similar Site Class D EFP Equivalent Fluid SIP Str. Insulated Panel Seismic Factors Pressure SM Sheet Metal Ss / S1 1.75 / 0.720 Elev. Elevator, Elevation SMS Sheet Metal Screw SIDS / SD1 1.400 / 0.816 Embed. Embed(ed), (ment) SOG Slab on Grade Risk Category II Engr. Engineer Spec. Specifi(ed), (cations) Importance Factor, le 1.00 FOR Engineer of Record Std. Standard Resisting System: Wood Shear Walls Eq. Equal, Equivalent Stl. Steel Response Mod. ES EW Exp. Each Side Each Way Expand, Expansion Struc. SW Sym. Structure, (al) Shear Wall Symmet(ry), (rical) Coefficient, R 6.5 Design Base Shear V = 0.215W Analysis Procedure: Eqv. Lateral Force (A)TYPICAL WOOD FRAMED OPENING Ext. Exterior T&B Top and Bottom (ASCE 7-16, T. 12.6-1) Typ. Door Typ. Wndw. Fdn. Foundation T&G Tongue and Groove FF Finished Floor Temp. Temporary Dbl. TP per Specs. All Nailing to Conform the Governing FJ Floor Joist Thk. Thick(ness) The 2018 International Building Code (IBC), is the w/ 9 Flr(g). Floor (ing) Thru Through governing code in the State of Washington. O r � r Ll> O O Ill O V CO u7 Q V N co> V > Z as o ; > cc (a IV � II J t 3 ald-Z J WIN MU) U LIJ N — Z • y� J Z U W The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction or publication by any method, in whole or in part, is prohibited. Title to these plans and specifications remain with Ashley & Vance Engineering, Inc. without prejudice. Visual contact with these plans and specifications shall constitute prima facie evidence of the acceptance of these restrictions. Engineer of Record V`AID FIt TAS STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/ 16/2021 SUBJECT TO CODE AND FIELD INSPECTION IJ O o 0 0 W � 0 N 00 Building Code Table FOC Face of Concrete TN Toe -Nail Revision: 2304.10.1, Typ. FOM Face of Masonry TP Top Plate FOS Face of Studs T-O Top of SHEET INDEX 0 FOW Face of Wall TOB Top of Beam A35 Reqd. @ Top-----'Frmg. Framing TOC Top of Concrete of Dbl. King Stud, Ft. Foot, Feet TOG Top of Grade S-1.1 Structural Title Sheet Typ. Ftg. Footing TOM Top of Masonry Header per Plan Ga. Gage, Gauge TOS Top of Steel S-1.2 Specifications p Galv. Galvanized TOW Top of Wall GB Grade Beam TRU To Remain Use Dbl. King Stud GC General Contractor Unchanged S-2.0 Foundation Plan & Details @ Spans > 8'-0", Gyp. Gypsum Trmr. Trimmer Stud UNO per Plan Hldn. Holdown Typ. Typical S-2.1 Modular Foor & Roof Framing Plan Hdr. Header UNO Unless Noted & Structural Details Use Dbl. Trmr. Stud Hdw. Hardware Otherwise @ Headers 6x10, Hgr. Hanger Vert. Vertical 4xl2, or Larger, Hor(iz). Horizontal VIF Verify in Field UNO per Plan Ht. Height VWA Verify with Arch ID Inside Diameter w/ With Proj. Engr.: J. Christ Phone Ext.: 129 A35 Reqd. Bot. q @ In. Insp. Inch(es) Inspect(ion) w/n w/o Within Without Proj. Mngr.: J. Denio Phone Ext.: 113 of Dbl. King Stud, Typ' Int. Interior WS Wood Screw Date: 12 Apr. 2021 p Scale: NTS Inv. Invert, Inverted Wndw. Window Jst Joist Wt Weight A&V Job No.: 21639 Sill PI. per Specs. K Kips (1,000 pounds) WWF Welded Wire Fabric KLF Kips per Linear Ft. Yd. Yard King King Stud KP King Post @ At Dbl. 2x Sill @ Wndw. KSF Kips per Square Ft. 0 Degrees Recommended Non-Str. Int. Wall Hdr. Opng. KSI Kips per Square In. > Greater Than Span 2x4 Wall 72x6 Wall < 4'-0" Dbl. 2x4 Flat Dbl. 2x6 Flat < 6'-0" 4x4 4x6 Flat < 8'-0" 4x6 6x6 > 8'-0" Span in Feet Equals Beam Depth in Inches Lb(s). Pound(s) < Less Than LL Live Load # Number, Pound(s) Loc. Location / Per LW Light Weight % Percent(age) ± Plus or Minus STRUCTURAL TITLE SHEET ■ DO NOT SCALE THESE DRAWINGS. Refer to Architectural plans for all dimensions. RESUB Hug 29 2U22 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT GENERAL NOTES 1. The following notes, details, schedules & specifications shall apply to all phases of this project unless specifically noted otherwise. Notes and details on the structural plans shall take precedence over general notes and typical details. Where no details are given, construction shall be as shown for similar work. 2. All drawings are considered to be part of the contract documents. The Contractor shall be responsible for the review and coordination of all drawings and specifications prior to the start of construction. An discrepancies shall be brought to the attention of the Engineer prior to Y p g g the start of construction so that a clarification can be issued. Any work performed in conflict with the contract documents or any applicable code requirements shall be corrected by the Contractor at no expense to the Owner or Engineer. 3. All information on existing conditions shown on the structural plans are based on best present knowledge available, but without guarantee of accuracy. The Contractor shall be responsible for the verifications of all dimension and conditions at the site. Any discrepancies between actual site conditions and information shown on the drawings or in the specifications shall be brought to the attention of the FOR prior to the start of construction. 4. Refer to the Architectural plans for the following: (a) Dimensions (b) Size and location of all interior and exterior wall locations. (c) Size and location of all floor, roof and wall openings (d) Size and location of all drains, slopes, depressions, steps, etc. (e) Specification of all finishes & waterproofing (f) All other non-structural elements 5. Refer to the mechanical, electrical and plumbing plans for the following: (a) Size and location of all equipment (b) Pipe runs, sleeves, hangers and trenches (c) All other mechanical, electrical or plumbing related elements 6. DO NOT scale structural plans. Contractor shall use all written dimensions on Architectural plans. 7. Construction materials shall be uniformly spread out if placed on floor or roof so as to not overload the framing. Load shall not exceed the design live load per square foot. It is the Contractor's responsibility to provide adequate shoring and/or bracing as required. 8. Specifications and detailing of all waterproofing and drainage items, while sometimes shown on the structural plans for general information purposes only, are solely the design responsibility of others. 9. The Engineer will not be responsible for and will not have control or charge of construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the construction delineated by these plans. It should be understood that the Contractor or his/her agent(s) shall supervise and direct all work and shall be solely and completely responsible for all construction means, methods, techniques, sequences, procedures and conditions on the job site, including safety of all persons and property during the entire period of construction. Periodic observations by the Engineer, his staff or representatives are not intended to include verification of dimensions or review the adequacy of the Contractor's safety measures on or near the construction site. 10. Modifications of the plans, notes, details and specifications shall not be permitted without prior approval from the Engineer. 11. All workmanship shall conform to the best practice prevailing in the various trades performing the work. The Contractor shall be responsible for coordinating the work of all trades. 12. It is the Contractor's responsibility to ensure that only approved structural plans are used during the course of construction. The use of unapproved documents shall be at the contractor's own risk. Corrections of all work based on such documents shall be performed at the Contractor's expense. 13. These plans and specifications represent the structural design only. No information nor warranty is provided for the work of any other Consultant (Architect, Mechanical, Electrical, etc.). This includes, but is not limited to, waterproofing, drainage, ventilation, accessibility, or dimensions. FOUNDATIONS 1. Refer to Structural Design Parameters section on sheet S-1.1 for all soil design values used in calculations. 2. Soils values per Table 1806.2 of the latest edition of the Governing Building Code. 3. Unexpected Soil Conditions: Allowable values and subsequent foundation designs are based on soil conditions which are shown by test borings. Actual soil conditions which deviate appreciably from that shown in the test borings shall be reported to the Engineer immediately. 4. All compaction, fill, backfilling and site preparation shall be performed in accordance with project soils report or the Governing Building Code Chapter 18 & Appendix J. All such work shall be performed under the supervision of the building official. 5. Excavate to required depths and dimensions (as indicated in the drawings), cut square and smooth with firm level bottoms. Care shall be taken not to over -excavate foundation at lower elevation and prevent disturbance of soils around high elevation. 6. Foundations shall be poured in neat excavations. 7. Excavate all foundations to required depths into compacted fill or natural soil (as per plans and details) and as verified by the building official and/or soils engineer. 8. All foundations shall be inspected and approved by the appropriate building official and/or a representative of the soils engineer prior to forming and placement of reinforcing or concrete. 9. Foundations shall not be poured until all required reinforcing steel, framing hardware, sleeves, inserts, conduits, pipes, etc. and formwork is properly placed and inspected by the appropriate building official/inspector(s). 10. It is the responsibility of the contractor in charge of framing to properly position all holdown bolts, anchor bolts, column bases, and all other cast -in -place hardware. Refer to typical details. All hardware to be secured prior to foundation inspections. 11. The sides and bottoms of dry excavations must be moistened just prior to placing concrete. Conversely, de -water footings as required to remove standing water and to maintain optimum working conditions. 12. The Contractor shall be solely responsible for all excavation procedures including lagging, shoring, and the protection of adjacent property, structures, streets, and utilities in accordance with all federal, state and local safety ordinances. The Contractor shall provide for the design and installation of all cribbing, bracing and shoring required. REINFORCEMENT 1. Reinforcing steel shall be to deformed, clean, free of rust, grease or any other material likely to impair concrete bond. 2. All bars shall conform to ASTM A615, Grade 60 minimum (UNO on structural plans), except that #3 & #4 bars may be Grade 40. All weld wire fabric (WWF) shall conform to ASTM A185. 3. Reinforcing steel that is to be welded shall conform to ASTM A706. All welding of reinforcement shall be subject to special inspection. 4. Contractor shall take necessary steps (standard ties, anchorage devices, etc.) to secure all reinforcing steel in their true position and prevent displacement during concrete placement. 5. Fabrication, placement and installation of reinforcing steel shall conform to: (a) Concrete Reinforcing Steel Institute (CRSI) Manual of Standard Practice (b) the Governing Building Code, Section 1907. 6. Shop drawings for fabrication of reinforcing steel shall be approved by the Contractor and submitted to the Architect and Engineer for review and approval prior to fabrication. Shop drawings are not required for slabs -on -grade or foundations unless specifically noted on the structural plans. 7. Heating of reinforcing steel to aid in bending and shaping of bars is not permitted. All bends in reinforcing steel are to be made cold. All bend radii shall conform to CRSI Manual of Standard Practice. 8. Refer to Concrete and Masonry notes for specific minimum splice length and splice staggering requirements. Lap welded wire fabric (WWF) reinforcement two (2) modules minimum (UNO). All splices are to be staggered. CONCRETE 1. All concrete shall have: (a) an ultimate compressive strength (f'c) of 3,000 psi at 28 days (UNO). (b) a maximum slump of 5" at point of placement. (c) a W/C ratio of 0.55 or less for all slabs, walls, and columns, and 0.60 or less for all foundations. (d) a normal dry -weight density (UNO). 2. Special inspection is NOT required as the foundations have been designed with fc = 2,500 psi in accordance with the Governing Building Code, section 1705.3, exceptions 1, 2.1, and 2.3, unless explicitly specified herein, on the structural plans, or by the Building Department. As a minimum, special inspection is always required on: (a) structural slabs, flat plates (b) walls, columns, beams (c) piles, caissons (d) welding of reinforcement, installation of mechanical bar splice devices, epoxy application When required or specified, special inspection services shall conform to the Governing Building Code, Chapter 17 and shall be provided by an ICC certified inspector or Building Department approved engineer. The Building Department reserves the right to waive or require the special inspection requirements [Section 1704.1 and 1704.4] . Nothing in these plans waives the Building Department's right to require special inspection at any point and on any material. 3. Testing of materials used in concrete construction must be performed as noted on structural plans or at the request of the Building Department to determine if materials are quality specified. Tests of materials and of concrete shall be made by an approved agency and at the expense of the contractor; such tests shall be made in accordance with the standards listed in the Governing Building Code, Table 1704.4. When testing of concrete is required, four (4) test cylinders shall be taken from each 150 yards, or fraction thereof, poured in any one day. One (1) cylinder shall be tested at seven (7) days; two (2) at 28 days; one (1) shall be held in reserve. If Contractor elects to have additional tests performed for "early -break" results, additional test cylinders must be taken. At no time shall the Contractor instruct the testing agency to perform tests on a schedule different than above without the prior authorization of the Engineer. Contractor is responsible for complying with applicable testing requirements of theBuilding Department. Copies of all test reports shall be provided to Engineer and Building Department for review in a timely manner. 4. The Contractor shall remove and replace any concrete which fails to attain specified 28 day compressive strength if so directed by the Engineer. Any defects in the hardened concrete shall be repaired to the satisfaction of the Engineer and/or Architect or the hardened concrete shall be replaced at the Contractor's expense. 5. All concrete work shall conform with the Governing Building Code, Chapter 19. 6. All cement shall be Portland Cement Type I or II and shall conform to ASTM C 150. 7. All aggregates shall conform to ASTM C33. Maximum aggregate sizes: (a) Footings: 1-1/2" (b) All other work: 3/4" 8. Where not specifically detailed, the minimum concrete cover on reinforcing steel shall be: (a) Permanently exposed to earth or weather i. Cast against earth: 3" ii. Cast against forms: 2" (b) Not exposed to earth or weather i. Slabs, walls, joists: 3/4" ii. Beams, girders, columns: 1-1/2" 9. The minimum lap splice length for all reinforcing steel shall be as noted in the typical details on sheet S-1.1. All lap splices to be staggered. 10. All reinforcing steel, anchor bolts, dowels, inserts, and any other hardware to be cast in concrete shall be well secured in position prior to foundation inspection. All hardware to be installed in accordance with respective manufacturer's specifications. Refer to architectural and structural plans for locations of embedded items. 11. Locations of all construction joints, other than specified on the structural plans, shall be approved by the Architect and Engineer prior to forming. Construction joints shall be thoroughly air and water cleaned and heavily roughened so as to expose coarse aggregates. All surfaces to receive fresh concrete shall be maintained continuously wet at least three (3) hours in advance of concrete placement. Unless specifically detailed or otherwise noted, construction and control joints shall be provided in all concrete slabs -on -grade. Joints shall be located such that the area does not exceed 400 sq. feet. 12. The Architect, Engineer and appropriate inspectors shall be notified in a timely manner for a reinforcement inspection prior to the placement of any concrete. 13. The Contractor shall obtain approval from the Architect and the Engineer prior to placing sleeves, pipes, ducts, chases, coring and opening on or through structural concrete beams, walls, floors, and roof slabs unless specifically detailed or noted on the plans. All piles or conduits passing through concrete members shall be sleeved with standard steel pipe sections. 14. The Contractor is responsible for design, installation, maintenance and removal of all formwork. Forms shall be properly constructed, sufficiently tight to prevent leakage, sufficiently strong, and braced to maintain their shape and alignment until no longer needed for concrete support. Joints in formwork shall be tightly fitted and blocked, and shall produce a finished concrete surface that is true and free from blemishes. Forms for exposed concrete shall be pre -approved by the Architect to ensure conformance with design intent. 15. Remove form work in accordance with the following schedule: (a) Forms at slab edge: 1 day (b) Side forms at footings: 2 days (c) All other vertical surfaces: 7 days (d) Beams, columns, girders: 15 days (e) Elevated slabs: 28 days Engineer reserves the right to modify removal schedule above based on field observations, concrete conditions, and/or concrete test results. 16. All concrete (except slabs -on -grade 6" or less) shall be mechanically vibrated as it is placed. Vibrator to be operated by experienced personnel. The vibrator shall be used to consolidate the concrete. The vibrator shall not be used to convey concrete, nor shall it be placed on reinforcing and/or forms. 17. Concrete shall be maintained in a moist condition for a min. of five (5) days after placement. 18. Concrete shall not be permitted to free fall more than six (6) feet. For heights greater than six (6) feet, use tremie, pump or other method consistent with applicable standards. 19. When specified ultimate compressive strength is greater than 2500 psi, Contractor shall submit mix designs to Architect and Engineer for approval seven (7) days prior toplacement. Mix designs shall be prepared by an approved testing laboratory. Sufficient data must be provided for all admixtures. 20. Refer to Architectural plans for locations of all dimensions, slab depressions, slopes, drains, curbs, and control joints. ROUGH CARPENTRY 1. Refer to latest edition of the the Governing Building Code, Table 2304.10.1. for all minimum nailing requirements. 2. Refer to individual sections for applicable material specifications. 3. Fabricate, size, install, connect, fasten, bore, notch, and cut wood and plywood with joints true, tight, and well -nailed, screwed or bolted as required, all members to have solid bearing without being shimmed, unless noted otherwise. Set horizontal members subject to bending with the crown up. Install framing plumb, square, true and cut for full bearing. Splices are not p 9p q 9 p permitted between bearings. Use full lengths unless otherwise specified. 4. Metal framing angles, anchor, clips, straps, ties, holdowns, etc. shall be mfg by Simpson Strong -Tie Co. No substitutions shall be permitted without prior approval of the Engineer. 5. All walls are to have continuous double 2x top plates spliced as followings unless specifically noted otherwise on the plans and details. 6. Wall Studs: (a) Unless specifically noted on the plan and details, use the following guidelines for wall framing: i. Use 2x4 studs at 16" oc for walls less than 9'-0" tall. ii. Walls 9'-0" to 16-0" tall shall be constructed of 2x6 studs at 16" oc iii. Request specifically engineered wall details for walls greater that 16'-0" tall. 7. Blocking: (a) Provide min. one row of nominal 2" thick blocking of same width as stud, fitted snugly and spiked into studs at mid -height of partitions or walls over 8' high. (b) All foundation cripple walls (or "pony walls") less than 14" in height shall be solid blocking. (c) Refer to shearwall section for additional blocking requirements. 8. Notching: (a) Is not permitted of any structural member without prior approval (b) In exterior and bearing walls, notches shall not exceed 25% of the stud depth. (c) Non -bearing partition walls, notches shall not exceed 40% of the stud depth. (d) Successive notches in the same member shall be spaced a min of 18" apart. 9. Boring: (a) Is not permitted of any structural member without prior approval (b) In exterior and bearing walls, holes shall not exceed 40% of the stud depth. (c) Non -bearing partition walls, may be drilled not greater than 60% of stud depth. (d) Successive holes in the same member shall be spaced a minimum of 18" apart. 10. Bearing: (a) Provide a min. of 1-1/2" of bearing for all 2x joists and hdrs 4x10 / 6x8 & smaller. (b) Provide a min. of 3" of bearing for all beams and hdrs 4x12 / 6x10 & larger, UNO on plans. (c) Members bearing on prefabricated hangers are to have full bearing and nailing per manufacturer's specifications. 11. Posts: (a) Posts inside walls shall bear on sill plates and shall be continuous between top and bottom plates, unless specifically noted otherwise. (b) Provide posts under all beams, girders or double joists equal to the width of the supported member. (c) Posts on upper levels are to be stacked on posts of equal size at levels below, unless a larger post is specified on the plans. (d) Vertically oriented blocking ("squash blocking") shall be used to fully transfer the post area through floors to foundation. Vertical blocking shall be equal to floor thickness plus 1/16". (e) Headers framing into continuous posts without trimmer studs shall be supported in Simpson HUC hangers unless noted otherwise on the plans. (f) Posts when isolated, shall be seated in Simpson post or column bases, unless noted otherwise on the plans 12. Roof Framing: (a) Provide wood joists, as specified, laid with the crown up and spaced as indicated. (b) Provide a minimum of 1-1/2" end bearing unless otherwise shown. (c) Provide full depth solid 2x blkg or cross -bridging between the joists at 8' oc max. (d) Provide all cricket framing required to achieve positive drainage per Arch. (e) Install plywood panels with the face grain across the framing and close joints and nail at each support. Fully nail with common nails per the plans. (f) Plywood panels shall not be less than 4' x 8' except at boundaries and changes in framing direction, where the minimum panel dimension shall be no less than 24", unless all edges of undersized panels are supported by and fastened to framing members or blocking. (g) Provide Simpson "PSCL" clips at all plywood joints perpendicular to framing. Provide clips midway between framing members at the unsupported edges of plywood when members are spaced at 24" oc or greater. If clips are not used, provide solid blocking for joints perpendicular to framing. 13. Floor Framing: (a) Provide wood joists, as specified, laid with the crown up and spaced as indicated. (b) Provide a minimum of 1-1/2" end bearing unless otherwise shown. (c) Provide full depth solid 2x blkg or cross bridging between the joists at 8' oc max. For floors framed with I joists, refer to the mfg's spec's for blkg requirements. (d) Provide full depth solid 2x blocking between the joists under all walls and partitions where the wall or partition is perpendicular to the floor framing (including floors framed with I joists) (e) Install plywood sheathing with the face grain across supports, end supports staggered, and the edges of sheets centered over supports. If T&G plywood issused, blocking need not be provided at all plywood edges (UNO per plan). If T&G plywood is not used, blocking shall be provided at all plywood edges. Glue plywood to joists and fully nail with common nails per the plans. (f) Plywood panels shall not be less than 4' x 8' except at boundaries and changes in framing direction, where the minimum panel dimension shall be no less than 24", unless all edges of undersized panels are supported by and fastened to framing members or blocking. 14. Shear Walls: (a) Refer to plans for all shearwall locations, length type and nailing. (b) Refer to Shearwall Schedule on title sheet for additional information. (c) Shear wall lengths specified on plans are minimum required. (d) Shear walls to be nailed with common nails. All nails to have minimum 3/8" edge distance to panel or framing member. (e) Where 3x framing is required per the shear wall schedule, stagger edge nailing. (f) Oriented Strand Board (OSB) may be used in lieu of plywood. ENGINEERED LUMBER 2. Laminated Veneer Lumber (LVL) (a) shall be 1-3/4" minimum thickness with the following minimum properties: i. E = 2000 ksi ii. Fb = 2600 psi iii. Fv = 285 psi iv. Fc (parallel) = 2500 psi v. Fc (perp.) = 750 psi vi. Ft (parallel) = 1500 psi vii. Specific Gravity = 0.50 (b) shall be fabricated by an approved manufacturer (c) shall bear a minimum of 3-1/2" on specified supports. Provide full depth solid blocking at all bearing points (d) shall be nailed in accordance with mfg's specifications. Unless otherwise approved, nailing into the top edge shall not be spaced any closer than: i. 16d @ 6" oc, 10d @ 4" oc, and 8d @ 3" oc ii. When nailing must be reduced, stagger rows a minimum of 1/2" apart while maintaining proper edge distances. (e) shall be, when comprised of multiple members, connected with 16d nail, 1/2" bolts or 1/4" lag screws in accordance with manufacturer's specifications. (f) shall not be cut, notched or drilled without specific written approval of the EOR. 3. Laminated Strand Lumber (LSL) : (a) shall be 1-1/4" minimum thickness with the following minimum properties: i. E = 1550 ksi ii. Fb = 2325 psi iii. Fv = 310 psi iv. Fc (parallel) = 2500 psi v. Fc (perp.) = 800 psi vi. Ft (parallel) = 1070 psi vii. Specific Gravity = 0.50 (b) shall be fabricated by an approved manufacturer (c) shall bear a minimum of 3-1/2" on specified supports. Provide full depth solid blocking at all bearing points (d) shall be nailed in accordance with mfg's specifications. Unless otherwise approved, nailing into the top edge shall not be spaced any closer than: i. 16d @ 6" oc, 10d @ 4" oc, and 8d @ 3" oc ii. When nailing must be reduced, stagger rows a minimum of 1/2" apart while maintaining proper edge distances. (e) shall be, when comprised of multiple members, connected with 16d nail, 1/2" bolts or 1/4" lag screws in accordance with manufacturer's specifications. (f) shall not be cut, notched or drilled without specific written approval of the EOR. 4. Parallel Strand Lumber (PSL) : (a) shall be 2-1/2" minimum thickness with the following minimum properties: i. E = 2000 ksi ii. Fb = 2900 psi iii. Fv = 290 psi iv. Fc (parallel) = 2900 psi v. Fc (perp.) = 750 psi vi. Ft (parallel) = 2025 psi vii. Specific Gravity = 0.50 (b) shall be fabricated by an approved manufacturer (c) shall bear a minimum of 3-1/2" on specified supports. Provide full depth solid blocking at all bearing points (d) shall be nailed in accordance with manufacturer's specifications. Unless otherwise approved, nailing shall not be spaced any closer than: i. Narrow face: 16d @ 6" oc, 10d @ 4" oc, and 8d @ 3" oc ii. Wide Face: 16d @ 8" oc, and 10d & 8d @ 6" oc iii. When nailing must be reduced, stagger rows a minimum of 1/2" apart while maintaining proper edge distances (e) shall not be cut, notched or drilled without specific written approval of the EOR. 5. Plywood I Joists: (a) type and manufacturer shall be clearly noted on the plans. Substitutions shall not be permitted without prior approval of the Engineer. (b) shall be installed in accordance with applicable code approvals and mfg's spec's. (c) shall bear a minimum of 1-3/4" at all end supports, and 3-1/2" at intermediate supports. Provide full depth solid blocking at all bearing points. (d) shall be installed with intermediate blocking or bridging as specified by the Mfr. Only omit intermediate blocking when specifically allowed by the Mfr. (e) shall not be cut, notched or drilled without specific written approval of the EOR. FASTENERS iIIIIIIIIIIIIIIII►01% (a) shall be with "common" nails unless noted otherwise. (b) shall not be driven closer than 112 their length nor closer than 1/4 of their length to the edge or end of a member, except for sheathing. (c) shall be installed in pre -drilled lead holes if necessary to avoid splitting. (d) shall be hot -dipped zinc -coated galvanized steel, stainless steel, silicon bronze, or copper when in contact with preservative -treated wood. i. When used in exterior applications, nails shall have coating types and weights in accordance with the treated wood or bolt manufacturer's Recs. A Min. of ASTM A653, type G185 zinc -coated galvanized steel (or equiv.) shall be used. ii. When used in an interior, dry environment in SBX/DOT or zinc borate preservative -treated wood, plain carbon nails shall be permitted. (e) All nailing shall conform to the Governing Building Code, Table 2304.10.1. 2. Lag screws: (a) shall be installed into pre -drilled lead holes. Lubricant (or soap) shall be used to facilitate installation and prevent damage to the screws. (b) shall be hot -dipped zinc -coated galvanized steel or stainless steel when in contact with preservative -treated wood. i. When used in exterior applications, bolts shall have coating types and weights in accordance with the treated wood or bolt manufacturer's rec's. A minimum of ASTM A653, type G185 zinc -coated galvanized steel (or equal) shall be used. ii. When used in dry interior environments in SBX/DOT or zinc borate preservative - treated wood, plain carbon screws, nuts, and washers shall be permitted. 3 TIMBER / LUMBER 1. All structural lumber shall be Douglas Fir -Larch, S4S and shall conform to the Governing Building Code, section 2303.1.1. 2. The minimum lumber grade of each member shall be as follows (unless specifically notedotherwise on plans and details) : (a) 2x studs, blocking, plates:Stud (b) 2x joists #2 or better (c) 4x4, 4x6, or 6x6 beams or posts #2 or better (d) 4x8, 6x8, or larger beams or posts #1 or better It is recommended (but not required) that all exposed members be Select Structural or better and free of heart center due to visual characteristics. 4 3. All lumber in contact with concrete or masonry shall be pressure treated Douglas Fir. Whenever it is necessary to cut, notch, bore or splice pressure treated material, all newlycut surfaces shall be thoroughly painted with the same preservative. 4. Maximum moisture content for all structural members shall not exceed 19%. 5. All plywood sheathing shall be CDX grade (or better) Douglas Fir with exterior glue. All sheathing shall conform to the Governing Building Code Standard 23-2 and grade -marked by the American Plywood Association (APA). Panel index to be 40/20 for floors and 24/0 for roofs unless specifically noted otherwise on the plans and details. Bolts: (a) shall conform to ASTM A307, UNO specifically on plans and details. (b) shall be installed in pre -drilled holes a max of 1/16" larger than the specified bolt dia. (c) when installed against wood surfaces, shall have standard washers under the heads and nuts. (d) shall be hot -dipped zinc -coated galvanized steel or stainless steel when in contact with preservative -treated wood. i. When used in exterior applications, bolts shall have coating types and weights in accordance with the treated wood or bolt manufacturer's rec's. A minimum of ASTM A653, type G185 zinc -coated galvanized steel (or equal) shall be used. ii. When used in dry interior environments in SBX/DOT or zinc borate preservative - treated wood, plain carbon screws, nuts, and washers shall be permitted. Anchor Bolts: (a) shall be installed at all exterior walls and all interior shear and/or bearing walls. (b) shall be 5/8" diameter with 3x3x0.229" steel plate washers at shearwalls. (c) shall be 5/8" diameter with 2x2x3/16" steel plate washers at non-shearwalls. (d) shall have 7" minimum embedment. (Contractor to coordinate length of bolts with sill plate thicknesses). (e) shall conform to ASTM A307. (f) shall be hot -dipped zinc -coated galvanized steel or stainless steel when in contact with preservative -treated wood. i. When used in exterior applications, bolts shall have coating types and weights in accordance with the treated wood or bolt manufacturer's rec's. A minimum of ASTM A653, type G185 zinc -coated galvanized steel (or equal) shall be used. ii. When used in dry interior environments in SBX/DOT or zinc borate preservative - treated wood, plain carbon screws, nuts, and washers shall be permitted. (g) shall not be spaced greater than 72" oc Refer to shearwall schedule for specific anchor bolt spacing requirements. (h) shall be placed a maximum of 12" from wall corners, wall ends, and sill plate splices (but not less than 7 dia.) , and a min. of two bolts per piece of sill plate is required. (i) shall be secured in place prior to foundation inspection. M0 as MhW a� w H� aw L(i r Lii oL00) Q000� > N Cl) Z o o L0 r r ti J O J 0 M L0 ti E The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction or publication by any method, in whole or in part, is prohibited. Title to these plans and specifications remain with Ashley & Vance Engineering, Inc. without prejudice. Visual contact with these plans and specifications shall constitute prima facie evidence of the acceptance of these restrictions. Engineer of Record: 9°NNVID Pt WAS C -0 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION N Revision: i i Proj. Engr.: J. Christ Phone Ext.: 129 Proj. Mngr.: J. Denio Phone Ext.: 113 Date: 12 Apr. 2021 Scale: NTS A&V Job No.: 21639 STRUCTURAL SPECIFICATIONS o75; N d C4M n r° Q S-1 02 DO NOT SCALE THESE DRAWINGS. Refer to Architectural plans for all dimensions. ) RESUB Aug 29 2U22 CITY OF EDMONDS DEVELOPMENT SERVICES _ DEPARTMENT Lap Sthg 3" Over Rim, Stagger Match SW Type 6 Shtg, Stagger ,\ Shearwall B.N. on Rim & Sill Plate (Fasteners & Spacing per SW Sched.) Note: Shtg capacity is 310 plf min. PT Sill Plate & Clips Install per Mfr.fr. Spacing per Spec's & SW Sched. Landing Slab #4 Cont. where Occurs E 00 — L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 — — — — — — — — — 1ATt #4 @ 18" o.c. `------ Max. Horiz.� #4 @ 18" o.c. Vertical w/ Alt. Std. Hook (2) #4 Cont. w/ 3" Cover EWF_ A___rModular Framing per Plan & Details, Typ. Per Plan Staggered 10d per SW Sched. Type-6 Min., E UNO per Plan 8" 00 Approved Finish Grade TYP. STEM WALL FOUNDATION & MARRIAGE 4" 1. 4" Min.l. 4" e 0 e e 0 e e e e 0 e 0 e e e e 0 0 SIDS Screws) Spaced 12" min. as Shown SDS & Strap Spacing Side View (Joists Parallel) Rim Beam per Plan IN SIDS Screws Spaced per Side View w/ Full Thread Embedment of 2 1/2" Min. ((8) Screws Min.) - Fdn & Stem Wall per Details SIDS Screws Spaced 0 as Shown m 06 a 0 8" 8" 4" 4" Joists per Plan e 0 e e 0 e e e a 0 e e ; O e e e 0 e e e e 0 0 o �- m � ° 16" min. SDS & Strap Spacing Side View (Joists Perpj Blkg Sized for Flush Strap Fasten Straps to Rims with (10) 16d Nails, Min. MST27 Strap, (2) Straps Spaced 12" min. (2)'/2"x5" Titen HD Screws (Predrill 1/2" O Hole) Strap to Blkg (& LVL Rims MST27 HOLDOWN FROM RIM TO FDN. LVL Rim per Plan, Cont., Min., ... /.. p.,�+o 'V" Cover, (Typ) \ 24" x 32" Opening 7#4 Vert. Bars,, Each Side 8" Long 90 Deg. \ Bends (Typ.) Foundation --/ 1�1_ Foundation Reinforcement per Plan per Plan ACCESS HOLE THROUGH FDN. N N 0 Q *Center Straps Btwn (2) Joists GENERAL FRAMING NOTES Beams in MOD Above (See Sheet S-2.2) All Beams to Bear on Plates w/ Indicated Post or Doubler Below Unless Noted Otherwise All Lumber 4x6,6x6 and Smaller to be DF #2 UNO All Lumber 4x8, 6x8 and Larger to be DF #1 UNO All Walls to have Continuous Double Top Plates, All Splices to be per Details on Sheet S-1.1 MOD Floor Joists (See Sheet S-2.2) Waterproofing, flashing, & finish details per Architecturals. All dimensions per Architectural plans Q 1 Typ' S-2.1 a----------------- - - - - - - - - - - - - - - - - - - - I li �u I I; I 1 I Typ' I; I I IoCID I I I[ I I; I I; I Manufacturer Note: Minimum MASA end distance is 4" and minimum center -to -center spacing is 8" for full load. GENERAL FOUNDATION NOTES Foundations per Governing Building Code, Table 1806.2 At the request of the client (or client's agent), Ashley & Vance Engineering has designed the foundations in conformance with Table 1806.2. If the building official determines that expansive Foundation per Details soils are present, or other geologic issues of concern, then they r — — — — — — — -1 may require that special provisions be made to the foundation L — — — — — — — J design to safeguard against damage due to the expansiveness 16" Wide x 12" Embedment w/ SL below 25 psf or due to other geologic issues. If this becomes the situation, all 18" Embedment w/ SL above 25 psf foundation construction must be halted and the client, at their w/ (2) #4 Top & Bot., (UNO) own expense, shall: (a) obtain a soils report prepared by a Soils Stem per Details Engineer licensed in the state of the project; (b) commission Ashley & Vance Engineering to revise the foundation plans and details, and framing plans if necessary, to reflect the Wood Frame Wall Above (See S-2.2) recommendations of the soils report; (c) submit the revised plans to the Building Department for approval. See General Notes & Specifications for additional requirements and material specifications. Slab -on -Grade All dimensions per Architectural plans er Details Contractor to VERIFY all dimensions w/ Architectural plans PRIOR to commencement of construction. 3 43'0" S-2.1 6 1 Typ• NOTE: FOUNDATION DESIGN IS TO BE VERIFIED FOR SPECIFIC PROPERTY LOCATION, AND TO CONFORM TO THE REQUIREMENTS OF THE LOCAL JURISDICTION. HOLDOWN SCHEDULE TYPE HOLDOWN' MIN. POST EMBEDMENT DETAILS �A CS14 (2) 2x N/A 3/S-2.2 © (2) CS14 (2) 2x N/A 3/S-2.2 1❑ (2) MST27 N/A N/A 2/S-2.1 FOOTNOTES: 1. Shared holdowns to be installed per detail 10/S-1.1, Typical Shearwall Intersections, (LINO) SHEARWALL SCHEDULE DESCRIPTION NAILING' TRANSFERS' NO. MATERIALS DBL. SILL PANEL SIZE SPC'G 1/2"0 MASA13 SDS° SDWS' A35, LTP45,6,7 RBC 16d8 10d 12 SIDED PLATE B'DRY AB Screw Screw or LTP5 15/32" CDX Plywood N 2x 2x 10d 6" 48" 48" 101, 13" 17" 13" 5" 5" FOOTNOTES: 1. All nails to be COMMONS. DO NOT use box type nails. All "field" nailing to be 12" oc, LINO. 2. All transfers to be installed into min. 1-1/2" thick members, LINO. Where clips are spaced less than 6" oc, stagger clips on each side of wall. 3. All shear walls to have 1/2" anchor bolts, embeded 7" into concrete foundations, with 3"x3"x0.229" thick plate washers, minimum. Washers may be slotted (slot length not to exceed 1-3/4") w/ standard cut washer placed between nut and plate washer. Washers shall extend within 1/2" of the edge of the bottom plate on the sheathed side. At walls sheathed on 2 sides, plate washers shall be alternated to each side of plate. [Governing Bulding Code, Section 2308.3.2] [AF&PA SDPWS 4.3.6.4.3] 4. Simpson SDS 1/4"x4-1/2" Screws through 2x sill, or SIDS 1/4"x6" Screws through 3x sill or double plates. Install into minimum 1-3/4" thick members (rim and/or blocking). [ICC ESR 2236] 5. See details for permitted transfer clip types and locations. 6. Orient LTP4 and LTP5 clips such that the long dimension is horizontal. 7. Where LTP4 clips are installed over shear wall sheathing, fasten with full length 8d common nails. 8. 16d common nails through the sill plate to rim member or blocking. 9. Install screws into 3-1/2" wide continuous member, staggered 1-1/2" apart. 10. Install screws into Glulams or solid sawn member. LSL, LVL, or PSL members are NOT acceptable, LINO. 11. Simpson 5" SDWS Screws through 2x sill, or 8" SDWS 1/4"x8" Screws through 3x sill or double plates. Install into minimum 1-3/4" thick members (rim and/or blocking). [ICC ES AC2331 12. Marry 2x bearing runner below modular building to 2x sill plate, stagger 1-1/2" apart. 13. Masa Clips to be used at shear walls in lieu of Anchor Bolts. Install per Mfr, Simpson Strong -Tie. Mh W allLLJ w H� aw L(i r Lii E o 0 o A 4; :> N V M coz00 > >% ti J t > J 3 � � 0 3 J o M v LO ti H e J The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction or publication by any method, in whole or in part, is prohibited. Title to these plans and specifications remain with Ashley & Vance Engineering, Inc. without prejudice. Visual contact with these plans and specifications shall constitute prima facie evidence of the acceptance of these restrictions. Engineer of Record 9NV ID FIS WAS,/C STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/ 16/2021 SUBJECT TO CODE AND FIELD INSPECTION i Revision: 0 Proj. Engr.: J. Christ Phone Ext.: 129 Proj. Mngr.: J. Denio Phone Ext.: 113 Date: 12 Apr. 2021 Scale: 1/4"=V-0" WV Job No.: 21639 SITE FOUNDATION PLAN & DETAILS S-201 DO NOT SCALE THESE DRAWINGS. Refer to Architectural plans for all dimensions. ) Q d RESUB Aug 29 2U22 CITY OF EDMONDS Full Depth Sol idEB>aces (@ PW VWing) Rafters per Plan-7 Shearwall per Plan, Roof B.N. per Plan Where Occurs Provide Roof Venting Shearwall B.N., per Det. 7 this Sheet Where Occurs Rim Beam per Plan 'er per SW Schedule 6d, SIDS, etc.) Sheathing an 1 --Shearwall B.N. I SDWS per SW Sched. Beam per Plan 14'6" 1 TYP S-2.2 23'6" 1 YP S-2.1 T [or Lap Sthg & B.N. Rim/ 6 6 SDWS @ 48" o.c. Min.] A a. w _-_-----_-_---_._---_--- _ �"IY _------------- __-_------_-_--_-----_----_--- �. -, -r---- - - -- - �. , ---_---_- {/ Shearwall per Plan Terminate Sheathing I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - 3/z x9 1/2" LVL - - - - - - -' `----------------- - - ---------------------- •I Where--------' Occurs 3" Min. From Bot. of Rim Floor Framing I. + ;I to Allow For Marriage per Plan to Sill Plate at Site Simpson ITS Hangers to Fit Typ. 5-2.2 I; i I BATH i i 1 '1 I' , 00 1i iJ N" Q I I i _JLL ,1 ROOF RIM SHEAR TRANSFER MODULAR PERP. 1 FLOOR FRAMING ;; ;N BEDROOM o I __ £' BEDROOM N1 i o 1; ---------------- ;rn ° N; ; R+ LIVING ROOM I� +�' X11I m❑� 114 T _M rn rn X i, > J N _J > J ., �' I ,'1•E N M 1 KICHENETTE I �X6 X X I yyG I Rafters per Plan Transfer per SW Schedule�J5 �J0 CLOSET:: I (Eg., 16d, SDS, etc.) I Shearwall per Plan, Nor t Re d If Sheathing Cont. q g I 3/2" x 9 1/2 LVL l i L I Roof B.N. per Plan Where Occurs to Beam Below //��\-------L� Ij F .__._._.___._._._. rL------1 --- - - - - -, r-------- ---- ,, _._. ___J___________.__ _1_.__ _ � --- --, ___ __ _ ______ ____l __.L.__t__ __ ___ _J__. __.__. __._ L_ _____ _ _ _ _ _ __._ __________. --------� ----------------�-------- .____L_._ -----�_�- Floor Sheathing 0----,�-= a a Shearwall B.N., 13'6" 20'0" Where Occurs per Plan O 1 s-2.2 TYP• O O TYP• 1 •ovide Roof Venting �r Det. 7 this Sheet m Beam per Plan iearwall B.N. )WS per SW Sched ype-6 Min.) iearwall per Plan 'here Occurs SLOPED ROOF RIM SHEAR TRANSFER O r I CD rn o =00Lh Q V N � c�Z00 V is Z 6o ; > Q cc m Q ti JMP t (A 3 Z Z r_ 3 J H M U W all W N - Z Typ y� J W The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. P P Y Reproduction or publication by any method, in whole or in part, is prohibited. Title to these plans and specifications remain with Ashley & Vance Engineering, Inc. without prejudice. Visual contact with these plans and specifications shall constitute prima facie evidence of the acceptance of these restrictions. Engineer of Record Beam per Plan Floor Framing O oVVv,��I per Plan Terminate Sheathing 16" Min. For Holdown Install. 3" Min. From Bot. of Rim to Allow For Marriage to Sill Plate at Site Full -Depth LSL or TJI Blocking @ 48" o.c. MODULAR PARALLEL FLOOR FRAMING 4x Post (2)-2x Posts` Simpson ST18 Straps @ 48" o.c. Fully Nailed Ridge Vent per Arch, Roof Boundary Nailing Shearwall B.N. 1" Min. Cont. Gap Post, Typ. LS50 Clips Skewed, Ea. Side of Rafter to Ridge E N + Strap(s) per Plan to Post per Holdown Sched. & Rim Beam per Plan v V per Plan RAFTERS TO FLUSH RIDGE BEAM (3) 1'/2' Deep, 3" Wide, V-Notches Der Joist Bav� -Roof BN Btwn Ea. Notch C c Cn a; Rim Beam per Plan -/ Joists & Hangers per Plan ROOF VENT NOTCHING @ RIM BEAMS o� N d C4 a 0 Z E LL Side View _ "Center"; X = SW Boundary Nail Elevation View HOLDOWN STRAP TO RIM BELOW Typ. MODULAR FLOOR PLAN Q i i I 7 5 S-2.2 S-2.2 TYP' I 14'6" A 0----- ------- --_ --- -- -- 3 1/2" x 11'/4' LVL 7 4 CS14 Strap o/ Ridge, Accross Rims B Note: Allowable Rim Splice is at Ridge Bearing Point ONLY, w/ CS14 Strap required. Other Rim Beam Splices are NOT ALLOWED. � I 0� U NIo I/ I X NIN S7 LIVING ROOM BEDROOM I�+ro X I ; 1 X I m 1 I� 6 II I � 3 1/2" x 11'/4" LVL ----- - - _._ _._ _._ _._ . -- 6 13'6" 7 5 TYP' OS-2 22 5-2.2 WALL SCHEDULE Stud wall locations per Architecturals. Wood -Framed Wall per Arch Interior: 2x4 D.F. Studs @ 16" o.c., Min. Exterior: 2x6 D.F. Studs @ 16" o.c., Min. MODULAR ROOF PLAN GENERAL FRAMING NOTES Wood BeamL per Call -out) All Beams to Bear on Plates w/ Indicated Post or Doubler Below Unless Noted Otherwise All Lumber 4x6, 6x6 and Smaller to be DF #2 LINO All Lumber 4x8, 6x8 and Larger to be DF #1 LINO Floor sheathing to be 3/4" plywood or OSB, T & G, PI 40/20, glued and nailed w/ 10d commons at 6", 6", 12" Roof sheathing to be 5/8" plywood or OSB, PI 32/16, nailed w/ 10d commons at 6", 6", 12" All Walls to have Continuous Double Top Plates, All Splices to be per Detail 7/S-1.1 _ Roof Rafters -- 2x12 D.F. #1 @_ 24" o.c. in LS50 Clips, Typ. (UNO) Floor Joists -- 9-1/2" TJI 110 @ 16" o.c. in IUS Hangers, Typ. (UNO) Waterproofing, flashing, & finish details per Architecturals. See General Notes & Specifications for additional requirements and material specifications. All dimensions per Architectural plans Contractor to VERIFY all dimensions w/ Architectural plans PRIOR to commencement of construction. 2 2 Q 7 5 S-2.2 S-2.2 ,TYP- 23'6" \\ I J BATH I rn � X = r1 H \ co v BEDROOM � �+6 LL X N❑ N U N o I NI N KICHENETTE I� CLOSET NE 20'0" 5 7 ' TYP' S-2.2 S-2.2 4 A - CS14 Strap o/ Ridge, Accross Rims B 4 7 c 7 0 Typ. HOLDOWN SCHEDULE TYPE HOLDOWN' MIN. POST EMBEDMENT DETAILS �A CS14 (2) 2x N/A 3/S-2.2 © (2) CS14 (2) 2x N/A 3/S-2.2 1❑ (2) MST27 N/A N/A 2/S-2.1 FOOTNOTES: 1. Shared holdowns to be installed per detail 10/S-1.1, Typical Shearwall Intersections, (UNO) SHEARWALL SCHEDULE DESCRIPTION NAILING' TRANSFERS z NO. MATERIALS DBL. SILL PANEL SIZE SPC'G 1/2 MASA13 SD S° SDWS' A35, LTP4,, RBC 16d8 10d12 SIDED PLATE B'DRY AB Screw Screw or LTP5 15/32" CDX Plywood N 2x 2x 10d 6" 48" 48" 10" 13" 17" 13" 5" 5" FOOTNOTES: 1. All nails to be COMMONS. DO NOT use box type nails. All "field" nailing to be 12" oc, UNO. 2. All transfers to be installed into min. 1-1/2" thick members, UNO. Where clips are spaced less than 6" oc, stagger clips on each side of wall. 3. All shear walls to have 1/2" anchor bolts, embeded 7" into concrete foundations, with 3"x3"x0.229" thick plate washers, minimum. Washers may be slotted (slot length not to exceed 1-3/4") w/ standard cut washer placed between nut and plate washer. Washers shall extend within 1/2" of the edge of the bottom plate on the sheathed side. At walls sheathed on 2 sides, plate washers shall be alternated to each side of plate. [Governing Bulding Code, Section 2308.3.2] [AF&PA SDPWS 4.3.6.4.3] 4. Simpson SIDS 1/4"x4-1/2" Screws through 2x sill, or SDS 1/4"x6" Screws through 3x sill or double plates. Install into minimum 1-3/4" thick members (rim and/or blocking). [ICC ESR 2236] 5. See details for permitted transfer clip types and locations. 6. Orient LTP4 and LTP5 clips such that the long dimension is horizontal. 7. Where LTP4 clips are installed over shear wall sheathing, fasten with full length 8d common nails. 8. 16d common nails through the sill plate to rim member or blocking. 9. Install screws into 3-1/2" wide continuous member, staggered 1-1/2" apart. 10. Install screws into Glulams or solid sawn member. LSL, LVL, or PSL members are NOT acceptable, UNO. 11. Simpson 5" SDWS Screws through 2x sill, or 8" SDWS 1/4"x8" Screws through 3x sill or double plates. Install into minimum 1-3/4" thick members (rim and/or blocking). [ICC ES AC2331 12. Marry 2x bearing runner below modular building to 2x sill plate, stagger 1-1/2" apart. 13. Masa Clips to be used at shear walls in lieu of Anchor Bolts. Install per Mfr, Simpson Strong -Tie. STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/ 16/2021 SUBJECT TO CODE AND FIELD INSPECTION IIIIIIIIIIIJ O O O O � W � O N Q Revision 0 Proj. Engr.: J. Christ Phone Ext.: 129 Proj. Mngr.: J. Denio Phone Ext.: 113 Date: 12 Apr. 2021 Scale: 1/4"=V-0" A&V Job No.: 21639 MODULAR FLOOR & ROOF FRAMING PLAN & DETAILS S�202 DO NOT SCALE THESE DRAWINGS. Refer to Architectural plans for all dimensions. RESUB Auq 29 2022 Abodu Two Master, TBD, Selz leF, WANDS Property address: ,G nPk4F_ T ecovirrrg Builder/registered design professional name: IrontOWREP I T Builder/reg. design pro. signature: Conditioned floor area: 609 SF ft2 (per building permit) R-Values R303.1.1 Ceiling/ Vaulted R- 38_ Floors: Over unconditioned space R- 2p Attic: Attic R- Slab -on -grade floor R- Walls: Above grade R- 23 Fully insulated slab? Y/N (Circle one) Below, int. R- Doors: R- R- , R- Below, ext. R- U-Value of Windows, Skylights and Doors (R303.1.1.3) Average area weighted U-value from Glazing Worksheet Average U- - 0.30 Fuel Normalization (Tables R406.2) and Energy Credits (Table R406.3) System Type Number (1 to 5) (Select one) Energy Credits selected (1 to 7) 3.2, 5.4 Fuel Normalization Credit 1 + Total Energy Credits 2.5 = Total Credits 3.5 Heating, Cooling and Domestic Hot Water System Type (Manufacturer and Model Number) Efficiency Heating Cooling Daikin Heat Pump 2MXS18NMVJU 18.9 SEER _ DHW Rheem Hybrid 50 Gal 3.55 UEF Drain water heat recovery Onsite Renewable Energy Electric Power System System type System design capacity kW Rated annual generation kWh/yr Appliances Energy Star? Manufacturer and Model (Circle one) Y or N Dish washer Refrigerator Y or N Washer Y or N Dryer Y or N Vented or unvented? If vented, CEF rating Gas fireplace / heating stove (Section R402.4.2) Fireplace efficiency (FE) Heating or Decorative? (Circle one) NGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION HVAC System Duct Leakage Testing (R403.3) Circle one All ductwork and air handler in conditioned space? (See Option 4.2) Y or N All ductwork in unconditioned spaces buried and tested at 3% total leakage, and air Y or N handler in conditioned space? (See Option 4.1.) All ductwork & air handler outside conditioned space insulated to minimum R-8? Y or N Air handler present at duct leakage test? (Total leakage 4% if yes, 3% if no) Y or N HVAC leakage to outside test conducted at final? Y or N Do HVAC duct leakage tests include GPS and time stamp verification? Y or N HVAC system leakage test calculated design target: CFM @ 25 Pa HVAC system leakage test measured results: CFM @ 25 Pa Building Leakage Testing (R402.4.1.2) Dwelling unit leakage test calculated design target: ACH @ 50 Pa Dwelling unit leakage test, measured results: ACH @ 50 Pa Whole Building Leakage test (R2 non -corridor only) design target: CFM/sf @ 50 Pa Whole Building Leakage test (1112 non -corridor only) measured: CFM/sf @ 50 Pa Do building leakage tests include GPS and time stamp verification? Y or N Whole House Ventilation System Measured Flow Rates (M1505.4 IRC-WA) Circle one Are the system controls correctly labeled? Y or N The Whole House Ventilation (WHV) system operation and maintenance (O&M) Y or N instructions were provided to the building owner? Provided to: on (date) W House Ventilation System Type: (Circle one) (1) hole house exhaust fan, location Bathroom ( Balanced HRV/ ERV, location For R2 low-rise, serves more than one unit? Y or N (3) Supply or HRV WHV integral to the air handler. Describe system control sequence of operations or reference to design submittal: Specify run-time: 24 hours per day bU CFM WHV calculated design minimum flow rate per plan submittal: WHV measured min flow rate at commissioning: Exhaust CFM, Supply CFM Do WHV flow tests include GPS & time stamp verification? Y or N HRV/ERV sensible heat recovery efficiency: Commissioning Notes: Other Mandatory Requirements Circle one All other mandatory requirements of WSEC-R have been met? Y or N Abodu 2 bed RES�Up BIATE OF WASHINGTON A U 2LF LABOR AND INDUSTRIES Load Short Ft� PLAN REVIEW/SECTION Job: EDMONDS APPROVED Date: April, 2021 Entire HoUS6EVELOPMENrEERvleEs DEPARTMENT 12/16/2021 By: SUBJECT TO CODE AND FIELD INSPECTION For: Abodu 2 bed Seattle, WA 98104 Htg Clg Infiltration Outside db (°F) 30 82 Method Simplified Ins ide db (° F) 70 75 Construction quality Tight Design TO (°F) 40 7 Fireplaces 0 Daily range - M Inside humidity (%) 50 50 Moisture difference (gr/lb) 36 -5 HEATING EQUIPMENT Make Generic Trade Model SEER 18.0, HSPF 10 AHRI ref Efficiency Heating input Heating output Low output baseboard Total low baseboard High output baseboard Total high baseboard Space thermostat Ca pacity ba I ance point = 23 `F 10 HSPF 8011 Btuh @ 47°F 500 Btuh/ft 14 ft 700 Btuh/ft 10 ft Backup: Innid = 7 kW r7&ifniif = ARISF Phih 1I1f1 AFI Jr - COOLING EQUIPMENT Make Generic Trade Cond SEER 18.0, HSPF 10 Coil AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 14.7 EER, 18 SEER 5636 Btuh 2416 Btuh 8052 Btuh 268 cfm 0.041 cfm/Btuh 0 in H2O 1.00 ROOM NAME Area Htg load Clg load Baseboard (ft) Clg AVF W} (Btuh) (Btuh) Low High (cfm) Bedroom 2 149 1787 1835 4 3 76 Living Room 181 2142 2579 4 3 106 Bathroom 54 499 123 1 1 5 Kitchen 74 675 690 1 1 28 Bedroom 1 149 1754 1280 4 3 53 Entire House 608 6856 6508 14 10 268 Other equip loads 0 0 Equip. @ 0.87 RSM 5636 Latent cooling 0 'rnTA I C I Cn❑ I COOL cn_ nn Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsaft• 2021-Apr-0619:36:09 ti _..........._ Right-Suile® Universal 2018 18.0,27 RSU27117 Page 1 ^UM ...%DocumentslWnghlsoR HVAC1A Lj28ed5eattle.ruIn Gale = MJ8 Front Uoorfaces: 5 Abodu 2 bed RESU BATE OF WASHINGTON p �q� WF LABOR AND INDUSTRIES CoIT1 onent G R VIEW/SECTION Job: EVELOPMENT SERVICES APPROVED Date: April, 2021 Entire House DEPARTMENT By' 12/ 16/2021 SUBJECT TO CODE AND FIELD INSPECTION For: Abodu 2 bed Seattle, WA 98104 Location: Seattle -Tacoma Intl, WA, US Elevation: 433 ft Latitude: 470N Outdoor: Heating_ Dry bulb (°F) 30 Dallyrange (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Indoor: Indoor temperature ("F) Design TD ('F) Relative humidity {%) Cooling Moisture difference {gr/lb} 82 Infiltration: 19 { M } Method 64 Construction quality 7.5 Fireplaces Heating 70 40 50 36.3 Simplified Tight 0 Cooling 75 7 50 -4.8 Construction descriptions Or Area U-value Insul R Htg HTM loss Cig HTM Gain fe atuhfl?-'F ft:-'F6hih 30.rtM' atuh stuhm etuh Walls 12F-Osw. Firm wall, wd ext, 112" wood shth, r-21 caV ins, 112" gypsum n 422 0.065 21.0 2.03 1107 0.49 207 board int frtsh, 2"x6" wood frm, 16' o.c. stud a 119 0.065 21.0 2.63 314 0.49 59 s 335 0.065 21.0 2.63 880 0.49 164 w 116 0.065 21.0 2.63 304 0,49 57 all 992 0.065 21.0 2.63 2605 0.49 487 Partitions (none) Windows 2 glazing, clr outr, air gas, Gad wd frm mat, clr innr, 114" gap, 118" thk: 2 n 8 0.300 0 12A 91 12.3 93 glazing, clr outr, air gas, clad wd frm mat, clr innr, 114" gap, 118" thk; n 6 0,300 0 12A 73 12.3 74 NFRC rated (SHGC=0.56); 7 ft head ht a 15 0,300 0 12A 182 53.8 807 s 56 0,300 0 12.1 679 29.5 1650 w 15 0.300 0 12.1 182 53.8 807 all 100 0.300 0 12A 1206 34.5 3430 2 glazing, clr outr, air gas, clad wd frm mat, clr innr, 114" gap, 118" thk: 2 e 5 0.300 0 12.1 64 53.8 282 glazing, elf outr, air gas, clad wd frm mat, clr innr, 114" gap, 118" thk; NFRC rated (SHGC=0.56); 8.75 ft head ht 2 glazing, clr outr, air gas, clad wd frm mat, clr innr, 114" gap, 118" thk: 2 s 6 0.300 0 12.1 69 29.5 167 glazing, clr outr, air gas, clad wd frm mat, Or innr, 114" gap, 118" thk; NFRC rated (SHGC=0.56): 8,42 ft head ht 2 glazing, clr autr, air gas, clad wd frm mat, elf innr, 114" gap, 118" thk: 2 s 17 0.300 0 12.1 209 29.5 508 glazing, elf outr, air gas, clad wd frm mat, clr innr, 114" gap, 118" thk; NFRC rated (SHGC=0.56); 9,08 ft head ht 2 glazing, clr outr, air gas, clad wd frm mat, clr innr, 114" gap, 118" thk: 2 s 21 0.300 0 12.1 255 21.1 443 glazing, clr outr, air gas, Gad wd frm mat, clr innr, 114" gap, 118" thk; 7 ft head ht 2 glazing, clr outr, air gas, clad wd frm mat, clr innr, 114" gap, 118" thk: 2 w 9 0.300 0 12.1 106 53.8 471 glazing, Or outr, air gas, clad wd frm mat, clr innr, 114" gap, 118" thk; NFRC rated (SHGC=0.56); 9.92 ft head ht Doors (none) wrlghtsof#" 2021-Apr-06 19:36:09 /�+►+Cr7l y Right -Suite® 0 ni�ersal 20 I8 18.p.27 RSu27117 Page 1 .."DocumenlslWnghtsoft HVAC1Abodu26ed8eaVIe.rup Calc = MJ8 Front Door faces: S Abodu 2 bed RESU BATE OF WASHINGTON Ug Aw F LABOR AND INDUSTRIES Component �� VIEW/SECTION Job: qppj DEVELOPMENT SERVICES APPROVED Date: April, 2021 Bedroom 2 DEPARTMENT 12/16/2021 By: SUBJECT TO CODE AND FIELD INSPECTION For: Abodu 2 bed Seattle, WA 98104 Location: Seattle -Tacoma Intl, WA, US Elevation: 433 ft Latitude: 47 °N Outdoor: Heating Dry bul b (°F) 30 Dailyrange (°F) - Wet bu Ib (° F) - Wind speed (mph) 15.0 Indoor: Indoor temperature {°F} Design TD (°F) Relative humidity (%) Cooling Moisture difference (grllb) 82 Infiltration: 19 (M } Method 64 Construction quality 7.5 Fireplaces Heating 70 40 50 36.3 Simplified Tight 0 Cooling 75 7 50 -4.8 Construction descriptions Or Area t1-Value Insul R Htg HTM Loss Clg HTM Gain h' Bth/e--'F fe-'FIBLA ft tm atuh BIuhffe owh Walls 12F-Osw: Firm wall, wd ext, 112" woad shth, r-21 cav ins, 1l2" gypsum n 107 0,065 21.0 2,63 281 0.49 52 board int fnsh, 2"x6" wood frm, 16" o.c. stud s 107 0,065 21.0 2.63 281 0,49 52 w 116 0,065 21.0 2-63 304 0,49 57 all 330 0,065 21.0 2.63 866 0,49 162 Partitions (none) Windows 2 glazing, clr outr, air gas, clad wd fnn mat, clr innr, 114" gap, 118" thk: 2 w 15 0.300 ❑ 12.1 182 53.8 807 glazing, cir outr, air gas, clad wd frm mat, clr innr, 114" gap, 118" thk; NFRC rated (SHGC=0.56): 7 ft head ht 2 glazing, clr outr, air gas, clad wd frm mat, clr innr, 114" gap, 1l8" thk: 2 w 9 0,300 0 12.1 106 53.8 471 glazing, clr outr, air gas, clad wd frm mat, clr innr, 1/4" gap, 118" thk; NFRC rated (SHGC=0.56); 9.92 ft head ht Doors (none) Ceilings 18A-38md: Rflclg ceiling, mtl roof mat, frm cons, 518" gypsum board int 149 0.029 38.0 1.17 175 0.41 62 fnsh, 12" thkns, r•38 cell ins Floors 19A-30cvhp: Fir floor, frm fir, 12" thkns, hrd wd flr fnsh, r-30 cav ins, 149 0.034 30.0 1.15 172 0.19 28 leaky erwl ovr w r i g h tso ft 2021-Apr-06 19:36:09 ,. RightSuiteS Universal 2018 18.0,27 RSU27117 Page 3 ��...00cumeraMWrightsoltHVACVAbodu2Bed$eatlle.rup Calc=Mill Front Dom faces : S Abodu 2 bed RESU BATE OF WASHINGTON LABOR AND INDUSTRIES Component6,WWF &REVIEW/SECTION Job: Bathroom DEVELOPMENT SERVICES APPROVED By April, 2021 DEPARTMENT 12/16/2021 y SUBJECT TO CODE AND FIELD INSPECTION Project Information For: Abodu 2 bed Seattle, WA 98104 Location: Seattle -Tacoma Intl, WA, US Elevation: 433 ft Latitude: 47% Outdoor: Heating Dry bulb (°F) 30 Dailyrange (°F) - Wet bulb (° F) - Wind speed (mph) 15.0 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity Cooling Moisture difference (grub) 82 Infiltration: 19 ( M } Method 64 Construction quality 7.5 Fireplaces Heating 70 40 50 36.3 Simplified Tight 0 Cooling 75 7 50 -4.8 Construction descriptions Or Area U-Value lnsul R Htg HTM Loss Clg HTM Gain f, StU110*--'F S'-'FS%h BIuhAl Eiur. Bvuh�: B%r Wails 12F-Osw: Firm wall, wd ext. 112" wood shth, r-21 cav ins, 112" gypsum n 86 0.065 21.0 2.63 226 0.49 42 board in It fnsh, 2"x6" wood frm, 16' o.c. stud Partitions (none) Windows 2 glazing, clr outr, air gas, clad wd frm mat, cfr innr, 1/4" gap, 118" thk: 2 n 6 0.300 0 12.1 73 12.3 74 glazing, clr outr, air gas, clad wd fnn mat, clr innr, 114" gap, 118" thk; NFRC rated (SHGC=0.56); 7 ft head ht Doors (none) Ceilings 18A-38md: Rf/clg ceiling, mtl roof mat, frm cons, 5/8" gypsum board int 54 0,029 38.0 1.17 64 0.41 22 fnsh, 12" thkns, r-38 ceii ins Floors 19A-30cvhp: Flr floor, frm flr, 12" thkns, hrd wd flr fnsh, r-30 cav ins, 54 0.034 30.0 1.15 63 0.19 10 leaky crwl ovr -�� wrlahtspft- 202 1 -Apr-06 19 16:09 .AM w RlghI-Su ite® U niversal 2018 18.027 RSU27117 Page5 MocumentslWrigh[so" HVAC1Abodu28edSeattle.rup Calc= MJ8 Front Door faces: S Abodu 2 bed RESU BATE OF WASHINGTON WF LABOR AND INDUSTRIES VIEW/SECTION Job: Compones APPROVED Date: April, 2021 Bedroom I DEVELOPMENT SERVICES 8 DEPARTMENT 12/16/2021 y' SUBJECT TO CODE AND FIELD INSPECTION For: Abodu 2 bed Seattle, WA 98104 Location: Seattle -Tacoma Intl, WA, US Elevation: 433 ft Latitude: 47 °N Outdoor; Heating Dry bul b (° F) 30 Dailyrange (°F) - Wetbulb (°F) - Wind speed (mph) 15.0 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity Cooling Moisture difference (grAb) 82 Infiltration: 19 { M } Method 54 Construction quality T 5 Fireplaces Heating 70 40 50 3&3 Simplified Tight 0 Cooling 75 7 50 -4.8 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain IP aWh&-'F W-'Fofth 130-o ' etuh atphn atuh Walls 12F-0sw: Fm1 wall, wd ext, 112" wood shth, r-21 cav ins, 112' gypsum In 107 0.065 21.0 2.63 281 0,49 52 board int fnsh, 2"x6" wood frm, 16' o.c. stud a 119 0.065 21.0 2.63 314 0.49 59 s 107 0.065 21.0 2,63 281 0.49 52 all 333 0.065 21.0 2.63 875 0,49 164 Partitions (none) Windows 2 glazing, clr outr, air gas, clad wd frm mat, clr innr, 114" gap, 118" thk: 2 e 15 0.300 0 12-1 182 53.8 807 glazing, clr outr, air gas, clad wd frm mat, clr innr, 114" gap, 118' thk; NFRC rated (SHGC=0.56); 7 ft head ht 2 glazing, clr outr, air gas, clad wd frm mat, clr innr, 114" gap, 118' thk- 2 e 5 0.300 0 12.1 64 53-8 282 glazing, cir outr, air gas, clad wd frm mat, clr innr, 114" gap, 118' thk; NFRC rated (SHGC=0.56): 8,75 ft head ht Doors (none) Ceilings 18A-38md: Rflclg ceiling, mtl roof mat, frm cons, 518" gypsum board int 149 0,029 38.0 1.17 175 0.41 62 fnsh, 12' thkns, r-38 cell ins Floors 19A-30cvhp: Fir floor, frm fir, 12" thkns, hrd wd flr fnsh, r-30 cav ins, 149 0.034 30.0 1.15 172 0.19 28 leaky crwl ovr ' wrightsoft' 2021-Apr-0619:36:09 Right-SuiteV Universal 2018 18.D.27 RSU27117 page 7 ..MocumenlslWOghtaof(HVACVAbcdu28ed5eatfie.rvp Calc = MJB Fronl l)oor faces: 5 Abodu 2 bed RESU BATE OF WASHINGTON 2 F LABOR AND INDUSTRIES AEA Assessfl[� WW PLAN REVIEW/SECTION Job: CITY OF EDMONDS APPROVED Date: April, 2021 Entire HOUS6PEVELOPMENTSERVICEs By: DEPARTMENT 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION For: Abodu 2 bed Seattle, WA 98104 Location: Seattle -Tacoma Intl, WA, US Elevation: 433 ft Latitude: 47°N Outdoor: Heating Dry bulb ('F) 30 Dailyrange (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Indoor: Heating Cooling Indoor temperature (°F) 70 75 Design TD (°F) 44 7 Relative humidity (%) 50 50 Cooling Moisture difference (grllb) 36.3 -4.8 82 Infiltration: 19 ( M ) 64 7.5 Hoer OF 130y / A�ttgo / AED Ima Maximum hourly glazing load exceeds average by 33.9%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 275 Btuh (PFG - 1.3*AFG) yvrightsaft• 2p21-Apr-o61g:36M - -- - - Right-suROD Unwersal 2018 18.0-27 RSU27117 Page 1 ---ldocumentslWrighlso l HVACIAboduWed5eattle.rup Cal = MJ8 Front Door faces: 5 Abodu 2 bed RESU BATE OF WASHINGTON �p F LABOR AND INDUSTRIES Right-J& Wo1 1AL PLAN REVIEW/SECTION Job: Entire Houslq CITY OF EDMONDS APPROVED bate: April, 2021 VELOPMENT SERVICES By. DEPARTMENT 12/16/2021 SUBJECT TO CODE 1 Room name Lfving Room Bathroom 2 Exposed wall 25.9 ft 9.2 11 3 Roam height 10.0 ft heaVcW 10.0 ft heat/cool 4 Room dimensions 12.9 x 14M ft 9.2 x 5.9 ft 5 Room area 160.7 ft, 54-3 ft' Ty Construction U-value Or I HTM I Area (fl-) I Load I Area (ft.) I Load nurri [Bluhlft'-'F] (Blum?) or perlmeler {fl} (Bluh) or perimeter (fl} (etuh) Heal Cool Gross NIPlS Heat Cool Gross NIPlS Heat Cool 6 V �GGI 12F4)sw 0,065 n 2.63 0.49 129 122 320 60 92 86 226 42 2 glazing, ctr our. 0,300 n 12.12 12.33 a 0 91 93 0 g 0 ❑ 2 glazing, dr ouir, 0,300 n 12.12 12.33 0 0 0 0 e 0 73 74 12F-0sw 0-065 a 2.63 0.49 0 0 0 0 ❑ 0 0 0 1 1 2 glazing, dr outr, 0.300 a 12-12 53-78 0 0 0 0 0 0 0 0 2 olazino, Or cuir. 0,300 a 12,12 63.78 0 0 0 0 0 0 0 0 12F-0sw 0,065 s 2.83 0.49 129 49 129 24 0 0 0 0 2 glazing, dr. oulr, 0.300 s 12.12 29.46 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.300 s 12.12 29A6 17 0 209 500 0 0 0 0 2 glazing, dr ouv, 0.300 s 12.12 29AS 42 0 509 1237 0 0 0 0 2 glaring, cir outr, 0.3ti0 s 12.12 2t12 21 0 255 443 0 0 0 0 12F-0sw 0-065 w 2.63 0.49 0 0 0 0 0 0 0 0 2 glazing, cir outr, 0.300 w 12A2 53.78 ❑ 0 0 ❑ 0 0 0 0 2 Qlazino, cir outr. 0.300 w 12.12 53.78 0 0 0 0 0 0 0 0 c 18A-38md 0.029 - 1.17 0A1 181 181 2t2 75 54 54 64 22 F 19A-30cvho 0.034 1.15 0.19 181 181 208 34 54 54 63 10 61 c) AED excurslon 87 -32 Envelope iosslgain 19331 2515111 1 1 424 117 12 a) Infiltration 209 t8 74 6 b) Room ventilation 0 0 0 0 13 Internal gains' Oocupanls 230 0 0 0 0 Appllanceslolher 0 0 Subtopi (lines 6 to 13) 21421 25791 4991 123 Less external load 0 0 0 0 Less transfer 0 ❑ 0 0 Redistribution 0 ❑ 0 0 14 Sublolal 2142 2579 499 123 15 Dud loads -0% 0% ❑ ❑ -0% 0% 0 0 Total room load 2142 2579 499 123 Lowl High Baseboard 1 Coal Air 4 3 106 1 1 5 Qalculations approved by ACCA to meet all_reguireMents of Manual J 8th Ed. wrsQartsorr �4 - Rig ht-Suiler] llniversal2018 18-0.27 RSU27117 2D21-Apr-06 19:36:09 Page 2 -1Documents%V*ighMofl HVACVAbodu2BedSeattle-rup Calc = MJ8 Front Door faces: 5 R E S U BIATE OF WASHINGTON 2DI8 w��F,.pLABOR AND INDUSTRIES rrV" XFfr'0-iNqgffogq&( Prescriptive Energy Cmdeeta a lance fork*jj;�pW]BZones in Washington Single FamI y !WW Wcfthi ions ffe i February 1, 2021) 4�i165�o"fi SUBJECT TO CODE These requirements apply to all IRC buildit)MpeWin ftWd t=Ned one- and two-family dwellings and multiple single-family dwellings (townhouses). Project Information Contact Information Abodu Two Bed Master Plan IMethod Homes - Ben Stanton Seattle, WA 9814 195 Yesler Wa Suite 300, Seattle, WA 98104 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 Date 04/09/2021 Al Climate Zones (Table R402.1.1) R-Value a II -Factor e Fenestration U-Factor a n/a 0.30 Skylight U-Factor n n/a 0.50 Glazed Fenestration SHGC eje n/a n/a Ceiling C 49 i 0,026 Wood Frame Wall $' 21 int 0.056 Floor 30 0.029 Below Grade Wall `,h 10/15/21 int + TB 0.042 Slab d,f 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 +5TB" 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 stab 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 stab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. 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 ICC 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 2018 WdsAg WFWNOj0pPrescriptive Energy CA hington Single Family ,-'Ng fl i i021j E ELOP EN SERVICE Each dwelling unit in a residential bui ingc momp y witf� Mq" }� t options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to ac leve �ie`following minimum number of credits. To claim this credit, the building permit drawi*$d LTc4ffNP16ption selected and the maximum tested building air leakage, and show the,0Miq1KkVeWAWJRNm and its control sequence 0 0 eratit�r. 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 Heating Options Fuel Normalization Descriptions Credits - select ONE heating option 1 Combustion heating minimum NAECAh 0.0 ❑ 2 Heat pump` 1.0 0 3 Electric resistance heat only -furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 ❑ 5 All other heating systems -1.0 ❑ Energy Credits - select ONE ❑ tions p Energy Credit Option Descriptions energy option from each category 1.1 Efficient Building Envelope 0.5 ❑ 1.2 Efficient Building Envelope 1.0 ❑ 1.3 Efficient Building Envelope 0.5 ❑ 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.❑ ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ 3.1a High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 0 3.3a High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1,5 ❑ 3.5 High Efficiency HVAC 1.5 ❑ 3.6a High Efficiency HVAC 2.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System 1.0 ❑ Prescriptive Path - Single Family 2018 Washington State Energy Cod e-R User Notes 2 R E S U BATE OF WASHINGTON 2018 WcW&g �F LABOR AND INDUSTRIES Prescriptive Energy Code C! Hncep�forA4PA("tVones in Washington Single FamiW�E W dons (effective February 1, 2021) 12/16/2021 Energy Energy Credit Option Descri Options 5.1d Efficient Water Heating 5.2 Efficient Water Heating 5.3 Efficient Water Heating SA Efficient Water Heating 5.5 Efficient Water Heating 5.6 Efficient Water Heating 6.1(! Renewable Electric Energy (3 cre 7.1 Appliance Package Summary of Tabi�y1&:U2 CSQ. ODE AND EJ&W. W yb'It0N ptions tcont.) energy option from User Notes each category d 0.5 Bits El 0.5 ❑ 1.0 El 1.5 0 2.0 ❑ 2.5 El max) 1.0 0.5 ❑ Total Credits 3.5 CLEAR FORM 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 S. 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. Please print Only pages 1 through 3 of this worksheet for submission to your building official, Prescriptive Path — Single Family 2018 Washington State Energy Cod e-R BED R E S U BATE OF WASHINGTON A gj2!WpFLLAANBR0ERVANDINDUS�tll �� Iry1IEW/SECTIO FV-�5-# �VK1 vs QGMONDS AdmAidow for APPROVED M �Perro�„�o VENTILATIOIR FAN DEVELOPMENT SERVICES DEPARTMENT 12/16/2021 Specification Submittal data / Panasonic VentilWgkft TO CODE Description AND FIELD INSPE Customizable Ventilation Fan shall be low sane ceiling mount rated for continuous 4" or 6° duct run, Fan shall be ENERGY STARE rated and certified by the Home Ventilating Institute (I-M. Evaluated by Underwriters Laboratories and conform to both UL and cUL safety standards. Motor/Blower. ■ Enclosed DC brushless motor technology rated for continuous run. ■ Fan ventilation rates shall be manually ady'ustaNe for 50-80-110 CFM. ■ Power rating shall be 120 volts and 60 Hz. ■ Fan shall be UL listed for tub/shower enclosure when used with a GFC1 protected circuit and used in insulated ceiling (TYPE I,C,). ■ Fan equipped with a thermal cutoff fuse ■ Removable, permanently lubricated, plug-in motor. (lousing: ■ Rust proof epoxy and polyester resin coating, 26 gauge galvanized steel body. ■ Integrated dual 4' or 6' diameter duct adapter. ■ Built-in metal flange provides blocking for penetrations through drywall as an Air Barrier, and assists with the decrease in leakage in the Building Envelope during blower door testing. ■ Built in backdraft damper. + Articulating and expandable installation bracket up to 24'. Grille: ■ Attractive design using Poly Pro material. ■ Attaches directly to housing with torsion springs. ■ Includes a motion sensor cap for use as a cover when motion sensor Plug 'n PlayTM module has not been selected, Warranty: ■ ALL Parts: 3 Years from original purchase date. DC Motor: 6 Years from original purchase date. Architectural Specifications: Customizable Ventilation Fan shall be ceiling mount, ENERGY STAR° rated type with built-in speed selector. Select from 50/80/110 CFM and no more than <0.3 sone as certified by the Home Ventilating Institute (1 ) at 0.1 w.g. with no less than 5W82/113 CFM and no more than ¢0.3/0.4/0.8 sones at .25 w.g. Power Consumption shall be no greater than 3.2/5.4/9.8wafts at0.1 w.g. and 6.5/10.2/16.1 watts at0.25wg.ENERGY STARb rated with efflclancy of no less than 15.1/15.3/11.5 CFM/waU at 0.1 w.g. and than 8.1 /8.4/7.2 CFM/watt at 0.25 w.g. The motor shall be enGosed with brushless DC motor engineered to run continuously. DC motor speed shall automatica9y increase when the fan senses static pressure to maintain selected CFM. Power rating shall be 120v/6OHz. Duct diameter shall be no less than 4`, inclusive of an integrated dual 4' or 6` duct adapter. Plug 'N PlayTM modules provide up to three additional features. Select from Mufti -Speed with Time Delay, Condensation Sensor, LED Night Light and Motion Sensor. Fan shall be UL and cUL listed for tubtshower enclosure when used with a GFGI protected circuit. Fan can be used to comply with ASHRAE 62.2, LFED, ENERGY STAR* IAP, EarthCraft, California Title-24 and WA Ventilation Code. DC Motor Technology: When fan senses static pressure, its speed is automatically increased to ensure that the desired CFM is not compromised, which allows the fan O C 11 to perform as rated. FV-05-11VK1 Performance Curve 4" or 6' duct o.e0 -- oto 040 —1T— OSa � —feaY —a]LiY 040 xsY 030 .� o-sa a.ra aaa o z0 40 W so 10) rm Model Quanft Comments Projeft - Location:--- J Architect: Engineer: Contractor: Submitted by: -� Date: —� For complete Installation Instructions visit us. panasonic.comi'ventfans R E S U BATE OF WASHINGTON a F LABOR AND INDUST o his* � e�eG g 2Y P'A PLAN REVIEW/SECTI N for9 0j..1 j�}( j 1■ >t p +� CITY OF EDMONDS ArfcW APPROVED hlazvrn,m Perlamar�ce VENTILATION FAN DEVELOPMENT SERVICES DEPARTMENT 12/16/2021 Plug 'N PIayTM Modules SUBJECT TO AND FIELD INSPECTION ION Plug'N Play" modules provide up to three additional features. Select from Multi -Speed with Time Delay, Motion Sensor, Condensation Sensor and LED Night Light. FV-VS15VK1: Multi -Speed with Time Delay Allows you to select the proper CFM settings to satisfy ASHRAE 62.2 continuous ventilation requirements. The fan runs continuously at a pre-set lower level (0, 30.100 CFM, in 10 CFM increments), then elevates to a maximum level of operation (50-80-110 CFM) when the wail switch is turned on, or when the motion sensor or Condensation Sensor module is activated. A High/Low delay timer returns the fan to the pre-set CFM level after a period of time set by the user. FV-MSVKi : Motion Sensor Automatically activates when someone enters the room. Once the settings have been applied, the fan becomes truly automatic. This module also activates a 20 minute delay off timer for the fan. FV-CSVK1: Condensation Sensor Helps control bathroom condensation to prevent mold and mildew. Sensor technology detects relative humidity and temperature 01 to anticipate dew point, automatically turning the fan on to control humidity. Built-in Relative Humidity (FtH) sensitivity adjustmenI enables fine tuning for moist cvnciftions and for satisfying CalGreen requirements. When the condensation sensor is used in conjunction with mufti -speed functionality, the fan will kick up to high speed when the condensation sensor detects moisture in the room. This module a]so activates a 20 rninute delay off timer for the fan. FV-NLVK1: LED Night Light IV A photocell automatically tums on the 1 watt LED night light when darkness is sensed in the room. Highs cw brightness switch enables you to fine tune the photocell to work in conjunction with the darkness level of your bathroom. This module also activates an automatic 20 minute delay off timer for the fan. Static Pressure in inches w.g. 1 0.1 10.25 0.1 0.25 0.1 0.25 Air Volume CFM 110 113 80 82 50 53 Noise (sones) a0.3 0.8 -00.3 0A <a3 a0.3 Power Consum lion (watts) 9.8 16A 5.4 10.2 3.2 6.5 Energy Efficiency CFM/Watt 11.5 7.2 15.3 8.4 15.1 8.1 Speed PM 931 1205 814 4131 747 1072 Current am 0.10 0.16 1 0.06 0.10 0.04 1 0.07 MAX. Curren[ am s 0.27 Power FailM 120160 ENERGY STAB rated Yes 0.25=InsWled Perfoffnance Fan Specifications Static Pressure in inches W.V.0.1 0.25 0.1 • 0.25 0.1 0.25 0A 0.25 0.1 0.25 GA Speed 0.25 Plug 0.1 'N Play Module) 0.25 W 0.25 0.1 0.25 Air Volume(CE 110 143 100 106 90 95 80 82 70 71 60 66 50 53 40 43 30 33 Noise sones a0,3 0.8 r0.3 0.7 c0.3 0.6 ¢0.3 0A r0.3 0A c0.3 0.3 [0.3 ¢0.3 <0.3 c0.3 c0.3 a0.3 Power Consumption (watts) 9.8 16,1 8.0 14.0 6.5 11.7 5.5 10.2 4.3 8.6 3.6 7.8 3.2 6.5 2.7 5.7 2A 5.0 EneW EfGcien CFM/Watt 11.5 7.2 13.0 7.9 14.5 8.5 15.3 8.4 17.2 8.7 17.5 8.8 15.1 8.1 16.3 8.2 14.2 7.6 Speed PM 931 1205 895 1179 852 1 1146 814 1131 772 1112 750 1107 747 1072 731 1073 718 1062 Current am 0.10 0.f6 0.D9 R14 0.07 1 0.12 0.D6 0.1D 0.05 0.09 DA4 0.08 0.94 0.07 0.08 0.06 0.03 0.06 MAX. Current am s 0.27 Power Rating /Hx 120160 ENERGY STAR rated Yes Panasonic Eco Solutions Company of North America Eco products Dhd*tan Two Riverfront Plaza Newark, NJ 07102 us-panasonic.com/ventfans c �L us 0.25-Insto od Performance Most 2016 CIQI,t Panasonic VF16006SS0116 BED RESU E OF WASHINGTON dr ntia; E!,�t!IL Aug A I OR AND INDUSTRIES 'rJ�tir Professional Prestige REVIEW/SECTION .� Hybrid water Ktaters CITY OF EDM ppROVED DEVELOPMENT S DEPARTMEN 12/16/2021 The new degraMMM(TtTO CODE AND FIELD INSPECTION Professional Prestige' Hybrid Electric is the most efficient water heater available Efficiency • High 3.55 - 3.70 t1EF reduces operating cost • ENERGY STAR® rated Performance • Delivers hot water faster than most standard electric water heaters -- 67 gallons first -hour delivery for 50-gallon model, 75 gallons FHD for 65-gallon model and 89 gallons FHD for 80-gallon model (30 Amp models) ■ Ambient operating range: 37-1450 F is widest in class, offering more days of HP operation annually; designed to meet Northern Climate Spec Tier 3) Easy Installation ■ Easy access side connections • Quick access to electrical junction box • Easily replaces a standard electric water heater Integration • LCD Screen with built-in water sensor alert with audible alarm 0 -. oNet ■ Integrated EcoNet"I WiFi-connected" technology and free mobile app gives users control over water systems, allowing for customizable temperature, vacation settings, energy savings and system monitoring at home or away. Visit Rheem.corn/hybridsolutions • Water sensor detects water outside of the unit and sends an alert via the free Rheem EcoNee mobile app to the homeowner Operation Modes • Energy Saver • Heat Pump • High Demand ■ Electric • Vacation: 2-28 days (or placed on hold indefinitely) Plus... ■ Premium grade anode rod with resistor extends the life of the tank ■ 3/4" NPT water inlet and outlet; 3/4' condensate drain connections ■ Incoloy stainless steel resistor elements • Dry -fire protection • Easy access, top mounted washable air fitter • 2" Non-CFC foam insulation • Enhanced flow brass drain valve ■ Temperature and pressure relief valve installed ■ Low lead compliant Warranty ■ 10-Year limited tank and parts warranty See Residential Warranty Certificate for complete information Units meet or exceed ANSI requirements and have been tested aocording to D.O.E. procedures. Unfts meet or exceed the energy efficiency requirements of NAECA. ASHRAE standard 90. ICC Code and all state energy efficiency performance criteria, `Wfl broadband internet connection required - Professional Prestige Hybrid 50, 55 and 80-Gallon Capacities 208-240 Volt / 1 PH Electric ® C&US Is � LEER Points = 3 See specifications chart on next page. PRINTCU IN U.S.A. 12117 WP rORM NO. HP-J'M 6 Rev. 4 Ducting over [flier e" Clearance for Air Finer Malnlenence 12' Mimwu Zut1h Imitated Flex Duct Required--, for Vibration Isolation 2' 12T J t Ducting Straight through R E S U BATE OF WASHINGTON Aug 2qwF LABOR AND INDUSTRIES PLAN REVIEW/SECTION CITY OF EDMONDS APPROVED Professional Prestige' Hybrid SW"I ISEs I 11 ^n^ - IAL ON F FGTEi7 GALLON f:APACTTY DESCRIPTION MODEL NUMBER MOML VARIANT ELECTRIC BNEAMER SIZE ENERGY UNIFORM ESTEAAT� ENERGY FACTOR (UEFI INFOI ENERGY NNEAGY' COST W*C I TLIRE:. i J F I� I� p eC, h1. RATEFO 6,PJ-L �f� F V,'Mfi.�l f Hl G.PN 90, FRw I 5EE � A TANK SPACE REGl11REYEWT b DtAM- e DIMENSIONS NT. TO COLD INLET DRAIN VALYE p S IN AWiAYS HT. TO HOT OUTLET A TFP BELONrJ MET WTI "SI APPROIL SHIPWT. AMJ NEW? NEW? �►� r .®®� I. m©��®� NEW!,,1 E.strnated energy cost based on a nabbnal average electricity cost of SO-12 /kWh- Uniform Energy factor and rated gallon capacky based On Department of Energy (DOE) requirements. All units have Integrated WiR mmrol board. Alr INIA {Ducting Attach" car Err rndensma ExhausS Dian PrratS+r. Hot WAler Oullel Reuel Valve water I Net 2" Clearance - --- Ne ded Iw TEP Release F aJ 2• Door with Louvers) No Ducting C F-tic Ul J D 2 R E S U BATE OF WASHINGTON Aug AF LABOR AND INDUSTRIES N REVIEW/SECTION CITY OF EDMO APPROVED DEVELOPMENT SER DEPART%lfih&dp.. w =Tk"'12/ 16/2021 SUBJECT TO CODE AND FIELD INSPECTION Hybrid Accessories RPcidrrrtial EICC!ri( waterProcessional Prestige Hybrid Water Heaters NUMBER SP20882 DESCRIPTIONPART Earthquake Isolation Kit a- Installations in seismic regions SP20883 Vibration IsoiatA Kit Installation an non -concrete floor; SP20884 8' Diameter UL Certified Termination Kit Termination to the outside or to the attic with 8' diameter SP20885 7' Diameter UL Certified Termination Kit Termination to the outside or to She attic with 7' diameter SP20888 8' Diameter UL Certified Termination Kit Termination to the outside or to the attic with 6' diameter SP20887 5" Diameter UL Certified Termination Kit Termination tot he outside or to the attic with 5" diameter SP20888 8" Rheem Approved Damper Kit Exhaust only to the outside ducting configuration (no inlet duct) SP2D889 25' Flexible 8' Diameter Duct Kit For up to 25' of ducting SP20890 Rigid Elbow Duct Kit InstaIlatlon In tight places where space needs to be minimized SP20882 SP2D885 SP20888 SP20883 SP20M SP20889 SP208" SP20887 SP20890 In Fier=, ,lq wi'' i1:, pulicy of conti uo:1s progress a-.-d produ•.!-,11prf,,,ecrrrcnl, Rheem reserves Ir<e rion! sn make cn,,mcjr_5 wi01oJ1 nnticc. H,.r• n Watdr Heat. —a 111ti Nort,:meadns - F:vF.r:EiY, Sair^ "Y Pheem Caiaga I td-. L lcr • 125 Ecae:.are Roac, Uriii 1 Roswell, Georgia 3007£ • www.rneem rem 8•onln!o 1. Oniario I GY OP5 • wwv:.rrieeM.cOin PRINTED IN U-SA 1 V37 WP FORM NO. HP-350H$ fiay. 4 R E S U BATE OF WASHINGTON ABODU 2 BED Aug 2yF LABOR AND INDUSTRIES PLAN RE"'V % _VON ATDRE, BlomberC� CITY OF EDMONDS APPROV6 R 11 r E, AND YOU, DEVELOPMENT SERVICES sell 1883 DEPARTMENT 12/16/2021 ComboRnding Washer Ventless Dryer WMD2440OW GENERAL rya _ FEATURES ■ Ventless Drying Operation ■ Water Cooled Operation ■ Compact, 24" all -in -one washer and dryer combo saves space, is easy to use, and easy to install ■ Optimal inverter motor technology provides quiet, efficient, and durable performance ■ Wash & Wear cycle launders five shirts within one hour ■ Woolmark Apparel Care Certified Tub Sanitize cycle, powered by steam, maintains a fresh interior for cleaner clothes 888.352.2356 J Blom bergAppliances.com _r!I:' h. F.: 1! . . ii. %I.. 1 • . Capacity 1.96 cu. ft. Drying Capacity 11 lbs. is kgl Style Front Loading Maximum Spin Speed 1,400 RPM Variable Spin Speed Yes Automatic Temp. Control Yes Control Digital Display Delay Time 0-24 hours _ -Remaining Time Indicator Unbalanced Load Control Yes Yes No Water Indicator Yes ❑Verfiow Safety Yes Drum Material ^� Stainless Steel Detergent Liquid and Powder Automatit Water Adjustment System Yes Adjustable Leveling Legs 4 FUNCTIONS Heavy Sail Yes Soak Yes Extra Rinse Yes drying Yes Child Lock Yes 1a:rmcrraty Number of Programs 16 Cotton 1 Normal Yes Perm Press Yes Hand Wash IWool Yes Quick Wash 25 Yes Heavy Duty _ Yes_-- Delicates & Dark Yes _^ _ Yes Rinse Spin + Drain Yes Tub Sanitize Yes Jogging Wear Yes Down Wear Yes Cotton Dry Yes Perm Press Dry Yes Baby Sanitize Wash & Dry Yes Wash & Dry Yes Wash & Wear Yes FINISHES TECHNICAL FEATURES Note: USE Voltage 1 Frequency 208-240 V 160 Hz Rated Current Amps 10 Amp 15amp circult per Plug 4 Pin, 208-240 installation manual DIMENSIONS Dimensions IN x W x D1 133 'h: x 23 Y, x 23'1, ln. i84 x 60 x 59 er. Packed Dim. (H x W x D) 35 '1,: x 26 Y,, x 24 7,; in. E89 x 6G.5 . 61 •_ , Product Weight 152.1 lbs. i69 kgs Packed Weight 158.7 €bs. 112 kg; Blomberg sell 1883 C E E m m lY{ R E S U BATE OF WASHINGTON „PF,P,T.AF LABOR AND INDUSTRIES 0 IN 25" (635 mm) min. SUBJECT TO CODE AND FIELD INSPECTION 0 W M D2440O W 4� m LID 3 — �� ._.... r�Al NOTE TO THE INSTALLER. Al heigh 1. wldl h. and depth di me nsmns are shown in in rhm (as well as met r,0- Reko U.5 , In L. reserves the absolute and unrest rrc led right to than ge product rnateria is and , per i hra t ion s, a •;ny t, me, wit hnrit nMLro. PlaasP vsit nnr webs nr a wwmRlomhe rgA p pli d nr a s,r n m or rail R88. 357. 735E In verify Th, West spe ri hra t ion, with final dime rism hat ri,d.r.l nrf rd h er de to 1, Pro to i nsl alia l ion and making a rut out Appl,rable ProduCI limited warranty information maybe fo and in areo m panym g produ it materials. or you may can tart yn ur nrcounl manager for furlher details f roper I nstallal Ion IS the respo n Ob,lit y of l h e rn 5 taller. Product fadu re due to i mpro Pe r installation 15 not ro vexed under the Lim iled Wana my IN HARMONY WITH NATURE, YOUR LIFE, AND YOU. 888.352.235E ` Blom bergAppliances.com Blpmbarn snit 1883 R E S U BATE OF WASHINGTON LABOR AND INDUSTRIES AN REVIEW/SECTION WOND Job Name: ABODU 2 BED D PD, NT SERVICES V ARTMENT 1 Tag# IKIN AND FIELD INSPECTION Submittal Data Sheet I 3MXS24RMVJU 3 Port, 2-Tan Outdoor Heat Pump fKIAl IF - �k Complete warranty details available from your local dealer or at www.daikincomfort.com. To receive the 12-Year Parts Limited Warranty, online registration must be completed within 60 days of installation. Online registration is not required in California or Quebec. If product is installed in a commercial application, limited warranty period is 5 years. I Outdoor Specifications Compressor Hermetically Seated Swing Type Refrigerant R-410A Factory Charge (Lbs) 6.17 Refrigerant oil PVE (FVC50K) Airflow Rate (cfm) Cooling Heating H 2,094 H 2,094 M 2,094 M 1,981 Egli t— 1,98 < L 1,119 Sound Pressure Level (dBA) 52 / 54 Dimensions (H x W x D) (in) 28-15/16 x 34-1/4 x 12-5/8 Weight (Lbs) 137 Efficiency 5££R EER HSPF COP Nan -Ducted 18 12.7 12.5 3.53 Ducted 14 9.7 8.2 3.44 Mixed 15.95 11.2 10.35 3.49 Performance Cooling (Btu/hr) Rated 24,000 Operating Range 14'F — 115'F Rated Cooling Conditions: Indoor: 80'F 06/671 WB Outdoor: 957 OB/75'F WB Heating (Btu/hr) Rated 24,000 Operating Range 57-607 Rated Heating Conditions: Indoor: 70'F DB/60'F WB Outdoor:47'F ❑B/43'F WB Electrical 208/60/1 230/60/1 System MCA 21.9 21.9 System MFA 25 25 Compressor RLA 15.5 15.5 Outdoor fan motor FLA .25 25 Outdoor fan motor W 73 73 MFA: Max. fuse amps MCA: Min. circuit amps (A) FLA: Full load amps (A) RLA: Rated load amps (A) W: Fan motor rated output (W) Pinine Liquid fin) % x 3 Gas (in) 318 x 1, 35x2 Drain (in) 11/16 Max. System Piping Length (ft) 230 Max. Interunit Piping length (ft) 82 Max. Height Difference — IOU to ODU (ft) 49.25 Max Height Differentce -- IDU to IDU 24.625 Chargeless (ft) 131.6 Additional Charge of Refrigerant (ox/ft) .21 Daikin North AmerlCa LLC 51515an Felipe, Suite 500 Houston, TX 77056 (Daikin's products are subject to continuous Improvements. Daikin reserves the right to modify product design, specifications and information in this data sheet without notice and without incurring any ohIIgations) Submittal Revision Date: May 2018 Page 1 of 7 R E S U BATE OF WASHINGTON AU ^y.(1`�/i` Lti17Vl� L-11\L 11\Lll �l l l�l optional Accessories 9 Ll� PLAN REVIEW/SECTION �� f�. CITY OFEDMONDS APPRnVIFD DEPARTMENT 12/16/2021 Included Part Number Descri Lion DACA-WB-3 hlountmk Bracket KEHOOME Drain Pan Heater 2/314MXS & 2J3MXL KPW063A4 Air Adjustment Grille KKG063A42 Back protection wire net KKG063A43 Side protection wire net KPS063A41 Snow hood intake side late KPS063A44 Snow hood intake rear late} KPS063A47 Snow hood outlet Daikin North America LLC 5151 San Felipe, Suite 500 Houston, TX 77056 Paikin's products are subject to continuous improvements. Dalkin reserves the right to modify product design, specifications and information in this data sheet without notice and without incurring any obligations) Submittal Revision Date: May 2018 Page 3 of 7 R E S U BATE OF WASHINGTON ,MXS24RMVJU Capacit APPROVED ELO f T's�RbfcEPLANREVIEW/SECTION PrIDAIKI uE 12/ 16/2021 SUBJECT TO CODE AND FIELD INSPECTION Combination of of indoor unit Each Capacity Total Indoor Unit Capacity A room B room C room ❑ room Rating (min - max) 07+12+12 5.33 9.33 9.33 - 24.00 10,30"30,OD 5,34 9.33 9.33 - 24.00 8,40 36,0D 07+12+15 4.57 8.00 11.43 - 24M 10,90 30.DO 4,57 8.00 11.42 - 24.OD 8.30 _ 36.00 07+12+18 4mV 7.30 1252 - 24M 10.90-30.00 4.17 7.30 12.52 - 24.OD 8.30-36.00 07+15+15 4.01 10.00 10.D0 - 24.00 11.20-30.00 3.99 10.00 10,00 - 24,00 8,20`36M 09+09+09 8.00 8.DD 8.00 - 24.00 10.2D30,00 8M 8.00 8.00 - 24,00 8.50 36,OD 09+09+12 7.06 7.06 9.89 - 24.00 10,30 30M 7.D6 7,06 9.88 24.00 8,40-36,00 09+09+15 6.00 6.00 12.00 - 24.00 10-90`30M 6.OD 5M 11.99 - 24.00 8.30 36,00 09+09+18 145 5.45 13.10 - 24M 10.90-30.00 5.45 5.45 13.08 - 24,00 8,30 ' 36.00 D9+12+12 6.32 8,84 8.84 - 24,00 10.30-30.00 6.31 8,84 8.64 - 24.0D 8,40 ` 36.00 09+12+15 5.45 7,64 10,91 - 24.00 10.90~30,00 5.45 7.64 10.91 - 24.00 8.20 - 36.00 09+12+18 5.00 7,DD 12,00 - 24.00 M90-30.00 5,00 7.00 12.00 - 24.00 8.20-36.OD 09+15+15 4,80 9.60 9,60 - 24.00 11.20"30,00 4.8D 9,60 9160 - 24M 8.20-36.00 12+12+12 MCI 8.00 8.0D - 24M 10.40-30.00 8.00 &00 8.00 - 24.00 8.40, 36.00 12+12+15 7.00 7.00 10.01 - 24.00 11.00 _ 30.00 7-00 7.00 10.00 - 24.00 8,20-3&00 Daikin North America LLC 5151 San Felipe, Suite 500 Houston, TX 77056 (Daikin's products are subject to continuous improvements. Dalkln reserves the right to modify product design, specifications and information in this data sheet without - notice and without incurring any obilgations) Submittal Revision Date: May 2018 Page 5 of 7 R E Sp�Up BATE OF WASHINGTON AUCj 2y 1F LABOR AND INDUSTRIES D7 A XT 113 t71 [x7/C'U&-'1PrnTT 3MXS24RMVJU Capacity � S APPROVED FrDA1KI JV 2/16/2021 SUBJECT TO CODE Cool in Combination of indoor unit Each Capacity Total Indoor Unit Capacity A room B room C room 0 room Rating (min - max) 07+09+15 5.05 6.32 12.63 - 24 10.40 - 26.80 5.05 6.32 12.63 - 24 8.80 - 31.50 07+09+18 4.57 5.71 13.71 - 24 10.40 - 26.90 4.57 5.71 13.7 - 24 8.80 - 31.80 D7+12+12 5.33 9.33 9.33 - 24 9.90 - 26.80 5.32 9.33 9+33 - 24 9.D0 - 31.50 07+12+15 4.57 8 11.43 - 24 10.40 - 26.90 4.57 8 11.43 - 24 8.80.31.80 07+12+18 4.17 7.3 12.53 - 24 10+40 - 27.00 4.17 7.3 '2.51 - 24 8.80-32.10 07+15+15 4.01 10 10 - 24 10+70 - 27.00 4 10 10 - 24 8.60 - 32.10 09+09+09 8 8 8 - 24 9.90 - 27.00 8 8 8 - 24 9.00 - 32.00 09+09+12 7.06 7.06 9.88 - 24 9.90 - 27.00 7.06 1.46 9.87 - 24 9.00 - 32.DO 09+09+15 6 6 12 - 24 10.40 - 27.00 6 6 12 - 24 8.80 - 32.00 09+09+18 5.45 5.45 13.1 - 24 10.40 - 27.00 5.45 5.45 13.09 - 24 8.80 - 32.00 09+12+12 6.32 8.84 8.84 - 24 9,90 - 27.00 6.33 8.84 8.84 - 24 9.00 - 32.00 09+12+15 SAS 7+64 10.91 - 24.00 10.40 _ 27.00 5.45 7.64 10.91 - 24 9.80 - 32.00 09+12+18 5+00 7.00 12.00 - 24.D0 10.4D - 27.00 5 7 12 24 8.80 - 32.30 09+15+15 4+80 9.60. 9.60 - 24.D0 10+70 ' 27.00 4.8 9.6 9+6 - 24 8.60 - 32.30 12+12+12 8.00 8.00 8.00 - 24.D0 9.90- 27.00 8 8 8 - 24 9A0. 32.00 12+12+15 7.00 7.00 10.00 - 24.00 10.40 - 27.00 7 7 1 10 - 24 8.80 - 32.30 Daikin North America LLC 5151 San Felipe, Suite 5DD Houston, TX 77056 (Daikin's products are subject to continuous improvements. Daikin reserves the right to modify product design, specifications and Information In this data sheet without notice and without incurring any obligations) Submittal Revision Date: May 2018 Page 7 of 7 R E S U BATE OF WASHINGTON Aug 2q F LABOR AND INDUSTRIES PLAN REVIEW/SECTION CITY OF EDMONDS APPROVED DEVELOPMENT SERVICES QAShiev...vanceTMENT t2/16/2[]ZI SUBJECT TO CODE 753o Longley Ln., suite 10 5 E N G I N E E R I N G, I N C AND FIELD INSPECTION Reno, NV 89511 STRUCTURAL CALCULATIONS: PROJECT NO.: 21639 PROJECT NAME: Abodu Modular Two Bedroom PROJECT TYPE: New Construction Accessory Dwelling Unit Single -Story, Residential Building PROJECT ADDRESS: Washington ARCHITECT: Abodu 2424 El Camino Real Redwood City, CA 94063 PROJECT ENGINEER: Julie Christ DATE: April 12, 2021 yVXVIDPIST �O of WASJ (775) 825-4945 RESUB Aug 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPAR OZAShlev&Vance TME NT E N G IN E E R I N G, INC TABLE OF CONTENTS DESIGN PARAMETERS Loads MODULAR FRAMING Floor & Roof Framing Layouts Beam & Joist Calculations LATERAL ANALYSIS Seismic Forces Force Distribution Wind Forces Shearwall Layouts Shearwall Forces Redundancy Factor Calculation Overturning Forces Transfer Calculations Diaphragm Forces FOUNDATIONS Foundation Layout Conventional Footing Calculations Point Load on Footing Calculations STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/ 16/2021 SUBJECT TO CODE �p,VID FISC AND FIELD INSPECTION 10 �f WAs�r� AS NAL A.1 - A.2 A.2 1.1 - 1.6 1.1 1.2 2.1 - 2.10 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.9 2.10 3.1 - 3.3 3.1 3.2 3.3 R E S U BATE OF WASHINGTON Page A.1 of A.2 Aug 2qwF LABOR AND INDUSTRIES PLAN REVIEW/SECTION CITY OF EDMONDS APPROVED DEVELOPMENT SERVICES AShievaVance EPARTMENTQ12/16/2021 SUBJECT TO CODE E N G I N E E R I N G, I N C AND FIELD INSPECTION DESIGN PARAMETERS Code: 2018 IBC Design Materials : ( Please refer to General Notes & Specifications for more detailed information) Wood : Douglas Fir -Larch Foundations: Concrete 2500 psi Rebar 60 ksi Note: The intent of lateral design is to prevent structural failures, in the event of seismic activities or high - winds, but not to prevent the damage of architectural finishes or systems. The lateral calculations herein conform to the specifications of the current International Building Code (IBC). Ashley & Vance Engineering Inc. provides no guarantees, expressed or implied, as to the adequacy of the IBC provisions. These calculations, specifications, details and drawings are instruments of service and are the property of Ashley & Vance Engineering Inc. The information contained herein is for use on the specific project referenced above and shall not be used otherwise without the written authorization of Ashley & Vance Engineering Inc. R E S U BATE OF WASHINGTON Aug 2YYj F LABOR AND INDUSTRIES PLAN REVIEW/SECTION CITY OF EDMONDS APPROVED DEVELOPMENT SERVICES DEPARTMENT 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION OZAShleavance E N G I N E E R I N G, I N C Job: 21639 - Abodu Modular Two Bedroom - Abodu Load Sheet ROOFLOADS Typical Roof Live Loads 20.0 psf Snow Load Ps = 0.7•Ce•Ct•I•Cs•Pg Ground Snow Load: psf 75.0 psf Exposure Factor: Ce 1.0 psf Thermal Factor: Ct 1.1 psf Importance Factor: 1 1.0 psf Roof Slope Factor: Cs 1.0 psf Minimum Roof Snow Load per Jurisdiction 75.0 psf 75.0 psf Typical Roof Dead Loads Asphalt Shingles 3.0 psf 5/8" Plywood 2.0 psf Wood Framing 2.8 psf 10" Batt Insulation 0.8 psf 5/8" Gyp. Board Ceiling 2.8 psf Misc. Mechanical / Solar 3.6 psf Total Dead Load 15.0 psf FLOOR LOADS Typical Floor Live Loads 40 psf Typical Floor Dead Loads Hardwood 4.0 psf 3/4" Plywood 2.5 psf Wood Framing 3.3 psf 10" Batt Insulation 0.8 psf 5/8" Gyp. Board Ceiling 2.8 psf Misc. Loads 1.6 psf Total Dead Load 15.0 psf Partition Load Assumed Partition Load 20 psf Wall Dead Weight 10 psf Page A.2 of A.2 0 Aug 29 2fa DU MODULAR OAShlev-Van��pgROFE°MENR�VCE� Bedroom _rv6INEERINv,irvL,. Washington STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION MODULAR ROOF FRAMING PLAN Job No.: 21639 Modular Roof Framing Layout X AME29 2fa DU MODULAR AShlev-VaneOug'IA OFEDMONDS Job No.: 21639 NT"R"CEs2 Bedroom RTMENT _rv6INEERINv,irvL,• Washington Modular Floor Framing Layout STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION I I I I I I BATH I I I I I I I I I BEDROOM I I BEDROOM � II it I I LIVING ROOM I II I FJ 1 KICHENETTE FB 2 ,CLOSET :I II II rl II I RESUB Page 1.3 of 1.6 Aug 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES zo Ashley&Vance DEPARTMENT ENGIN E E R I N G, INC Job: 21639 - Abodu Modular Two Bedroom - Abodu Beam/Joist Input Data Description: D LR L S Sps= 1.400 1 r = 1 ft of roof trib Roof 15 20 0 75 psf 00= 2.5 2f = 2 ft of floor trib Floor 15 0 40 0 psf 3g = 3 ft of garage trib Garage 0 0 0 0 psf 4d = 4 ft of deck trib Deck 0 0 0 0 psf 5w = 5 ft of wall trib Wall 10 0 0 0 psf ROOF BEAMS adVanceBeam 2.0 Member Trib (ft) ISPAN INFO I D LR L S Span/Load Type BEAM DESIGN 771 L/X,(ft) LdXe(ft) (plf) I(plf) I (plf) (plf) RB 1 7.0 r 0.0 f 0.0 g 0.0 d 0.0 w 105 140 0 525 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 -1 3/4" x 9 1/2" LVL Force Log(n) %Max Bending I 10kftj 10.5 75% Shear -4,558#110.5000011 63% skip Loading co„aid-d Spans REACTIONS Lo¢(R) L Mlk•rq IR,am Rma: 1 2 3 4 Additional Loads 10.5 1.0 13.5 1.0 9.0 1.0 10.5 1.0 105 140 0 525 105 140 0 525 105 140 0 525 105 140 0 525 Simple Span Simple Span Simple Span Simple Span Roller 1 Roller 2 Roller 3 Roller 4 Roller 5 0 --- 236# 2,617# 11 --- 872# 8,834# 24 0 698# 7,545# 33 0 661# 7,076# 44 --- 274# 2,844# _ DEFLECTIONS I / x I Defl is LOC(R) %Max Max(ASD) L 360 EIWIS 360 D+L 240 --- 0.35 17.25 1610 0.10 17.25 22% 533 0.30 17.25 68% 1104 0.15 17.25 22 RB 2 2.0 r 0.0 f 0.0 g 0.0 d 1.0 w 30 40 0 150 0 0 0 0 0 0 0 0 _0 0 0 0 10 0 0 0 (2)-1 3/4" x 9 1/2" LVL Force Locifq %Max Bending -4.8kft 0.8 35% Shear -6,023# 0 83% Spans REACTIONS Logfq I M(k1t) R,am R,aa: 1 5.0 1.0 40 40 0 150 Simple Span Additional Loads Roller 1 P-"-- 2 0 --- 615# 6,025 5 --- 166# 1,532# RB 1 1 0.8 1.1 k 1.5k 0 5.5k _ Point Load DEFLECTIONS I / x Deflp,,) Logfq %Max Max(ASD) L 360 EIWIS 360 D+L 240 --- 0.03 2.17 --- 8153 0.01 2.17 4% 2174 0.03 2.17 17% 4562 0.01 2.17 5% RB 3 3.0 r 0.0 f 0.0 g 0.0 d 0.0 w 45 60 0 225 0 0 0 0 0 0 0 _0 0 0 0 _0 0 0 0 0 1 1 -1 3/4" x 11 7/8" LVL 1 Force Logn) %Max Bending -2.7kftl 4.5 27% Shear -1,215# 01 27% Spans REACTIONS Login) I M(klt) I R,aw P- 1 9.0 1.0 45 60 0 225 Simple Span Additional Loads Roller 1 Roller 2 0 --- 122# 1,215# 9 --- 122# 1,215# DEFLECTIONS I / x Defl m Logn) I % Max Max(ASD) L 360 EIWIS 360 D+L 240 --- 0.08 4.5 --- 5955 0.02 4.5 6% 1588 0.07 4.5 23% 3403 0.0? 4.5 7% RB 4 7.0 r 0.0 f 0.0 g 0.0 d 1.0 w 105 140 0 525 0 0 0 0 0 0 0 _0 0 0 0 _0 10 0 0 0 (2)-1 3/4" x 7 1/4" LVL Force Logfq %Max Bending -6.5kft 1.4 79% Shear -5,224# 01 94% Spans REACTIONS Logfq M)k•fq R,am RmaX 1 2.7 1.0 115 140 0 525 Simple Span Additional Loads Roller 1 Roller 2 0 --- 529# 5,224# 3 --- 529# 5,224# RB 1 1 1.4 1.5k 1.9k 0 7.3k Point Load DEFLECTIONS I/x Defl,nLogfq %Max Max(ASD) L 360 EIWIS 360 D+L 240 --- 0.03 1.35 --- 4676 0.01 1.35 8% 1247 0.03 1.35 29% 2660 0.01 1.35 9 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION RESUB Page 1.4 of 1.6 Aug 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES zo Ashley&Vance DEPARTMENT ENGIN E E R I N G, INC Job: 21639 - Abodu Modular Two Bedroom - Abodu Beam/Joist Input Data Description: D LR L S Sps= 1.400 1 r = 1 ft of roof trib Roof 15 20 0 75 psf 00= 2.5 2f = 2 ft of floor trib Floor 15 0 40 0 psf 3g = 3 ft of garage trib Garage 0 0 0 0 psf 4d = 4 ft of deck trib Deck 0 0 0 0 psf 5w = 5 ft of wall trib Wall 10 0 0 0 psf ROOF JOISTS adVanceBeam 2.0 Member Trib (ft) SPAN INFO I D LR L S Span/Load Type -b. Forces OIST DESIGN & Reactions are — per foot basis I L/JG(ft) L/Xb(ft) (psf) I (psf) I(psf) (psf) RJ 1 1.0 r 0.0 f 0.0 g 0.0 d 0.0 w 15 0 0 0 0 20 0 0 0 0 0 0 0 0 0 75 0 0 0 0 2x12 D.F. #2 P 24" ox Force Loc(ft) %Max Bendingl 1.4kftl 5.5 88% Shear -495#1 01 43 % Spans REACTIONS Loc(f,) I M)k•ft) I R, in I P—, 1 Additional Loads 11.0 1.f, 15 20 0 75 Simple Span Roller 1 Roller 2 0 11 --- --- 50pif 50pif 495pif 495pif DEFLECTIONS I / x Deflp,,) Loc(R) % Max Max(ASD) L 360 EIWIS 360 D+L 240 --- 0.21 5.5 2853 0.05 5.5 761 0.17 5.5 1630 0.08 5.5 - 13 % 47% 15 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION RESUB Page 1.5 of 1.6 Aug 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES zo Ashley&Vance DEPARTMENT ENGIN E E R I N G, INC Job: 21639 - Abodu Modular Two Bedroom - Abodu Beam/Joist Input Data Description: D LR L S Sps= 1.400 1 r = 1 ft of roof trib Roof 15 20 0 75 psf 00= 2.5 2f = 2 ft of floor trib Floor 15 0 40 0 psf 3g = 3 ft of garage trib Garage 0 0 0 0 psf 4d = 4 ft of deck trib Deck 0 0 0 0 psf 5w = 5 ft of wall trib Wall 10 0 0 0 psf FLOOR BEAMS adVanceBeam 2.0 Member Trib (ft) SPAN INFO D LR L S Span/Load Type BEAM DESIGN LpG(ft) L"/Xe(ft) (plf) (plf) (plf) (plf) FB 1 0.0 r 7.0 f 0.0 g 0.0 d 1.0 w 0 105 -0 _0 1 10 0 0 0 0 0 0 280 0 0 0 0 0 _0 _0 0 (2)-1 3/4" x 9 1/2" LVL Force Loclffl %Max Bending I -4.0kftj 4.5 34 Shear -1,778# 01 28% Spans REACTIONS Lo¢gRl I MIk1t> I Rmw I R- 1 Additional Loads 9.0 1.0 115 0 280 0 Simple Span Roller 1 Roller 2 0 --- 9 --- 311# 311# 1,778# 1,778# DEFLECTIONS I / x I Defl i" LOC(ft) % Max Max(ASD) L 360 EIWIS --- D+L 240 --- 0.12 4.5 1307 0.08 4.5 --- 0.00 0.0 0.12 4.5 28 --- 26 FB 2 0.0 r 1.0 f 0.0 g 0.0 d 1.0 w 0 15 0 0 10 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0 4 -1 3/4" x 9 1/2" LVL Force Loclftl % Max Bending -26kftj 5.5 96 Shear -7,443# 1 01 51 Spans REACTIONS Locgnl I Mlk•ft> I Rmw I R- 1 13.5 1.0 Additional Loads 25 0 40 0 Simple Span Roller 1 P-"-' 2 0 --- 14 --- 838# 423# 7,443# 3,342# RB 4 1 RB 4 2 __ i 5.5 882# 882# 1.2k 1.2k 0 0 4.3k 4.3k Point Load Point Load DEFLECTIONS I / x Deflp„I Logfol % Max Max(ASD) L 360 EIWIS --- D+L 240 --- 0.73 6.3 867 0.19 6.3 275 0.59 6.3 499 0.32 6.3 --- 42 481/6 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION RESUB Page 1.6 of 1.6 Aug 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES OZAshley&Vance DEPARTMENT ENGIN E E R I N G, INC Job: 21639 - Abodu Modular Two Bedroom - Abodu Beam/Joist Input Data Description: D LR L S SDs= 1.400 1 r = 1 ft of roof trib Roof 15 20 0 75 psf no = 2.5 2f = 2 ft of floor trib Floor 15 0 40 0 psf 3g = 3 It of garage trib Garage 0 0 0 0 psf 4d = 4 ft of deck trib Deck 0 0 0 0 psf 5w = 5 ft of wall trib Wall 10 0 0 0 psf FLOOR JOISTS ad Vance Beam 2.0 Member Trib (ft) SPANINFO D LR L S Span/Load Type iOIST DESIGN r,m. F-- a R—ti..s are on c men sans L/Xa(ft) L/Xe(ft) (psf) (Psf) (Psf) (Psf) FJ 1 1.0 f 0.0 g 0.0 d 0.0 w 0 0 0 0 15 0 40 0 0 0 0 0 0 0 0 0 0 0 0 0 9-1/2" TJI 110 16" o.c. Force Locm % Max Bending -1.3kftl 7.0 72% Shear -385#1 01 42% Spans REACTIONS Loclfp I Mlkml I Rmm I R , 1 Additional Loads 15 0 40 0 Simple Span Roller 1 Roller 2 0 --- 63pif 385pif 14 --- 63pif 385pif DEFLECTIONS I / x I Defllml I Loc(n) %Max Max(ASD) L 360 EIWIS --- D+L 240 --- 0.40 7.0 572 0.29 7.0 63% --- 0.00 0.0 --- 416 0.40 7.0 58% STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION RESUB Aug 29 2022 Ash I ey&ua n ce DEVEI OPMENT DEPARTMENTY OF EDMONDS T SERVICES E N G I N E E R I N G, I N C Job: 21639 - Abodu Modular Two Bedroom - Abodu SEISMIC DESIGN BASE SHEAR (STATIC) Risk Category: II le = 1.00 R = 6.5 Cd = 4 (IBC Table 1604.5) (ASCE Table 1.5-2) (ASCE Table 12.2-1) (ASCE Table 12.2-1) SEISMIC GROUND MOTION VALUES Page 2.1 of 2.10 ASD Lateral Force Analysis 2018 IBC Q,, = 2.5 (ASCE Table 12.2-1) Reduced by 1/2 for flexible diaphragms per ASCE Table 12.2-1 footnote b Site Classification = D Soils Report? No Fa Min = 1.2 per 1613.2.3 Short Period Long Period Ss = 1.750 S, = 0.720 Fa = 1.200 (IBC Table 1613.2.3(1)) F = 1.700 (IBC Table 1613.2.3(2)) SMs = 2.100 (IBC Eq. 16-36) SM, = 1.224 (IBC Eq. 16-37) SIDS = 1.400 (IBC Eq. 16-38) Sol = 0.816 (IBC Eq. 16-39) APPROXIMATE FUNDAMENTAL PERIOD Building TVDe: All Other Structural Svstems Maximum Height = 12.0 ft Ta = 0.13 sec (ASCE Eq. 12.8-7) To = 0.12 sec (ASCE 11.3) Ts = 0.58 sec (ASCE 11.3) SEISMIC DESIGN CATEGORY SDC = D SEISMIC BASE SHEAR Cs = 0.2154 Cs MAX = 0.9736 Cs MIN = 0.0616 Cs = 0.2154 V = 0.215*W (ASCE 11.6) TL = 8 sec (ASCE Figure 22-14) Govs (ASCE Eq. 12.8-2) (ASCE Eq. 12.8-3 & Eq. 12.8-4) (ASCE Eq. 12.8-5 & Eq. 12.8-6) STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION RESUB Page 2.2 of 2.10 Aug 29 2022 OF DVCES Ashley�uanceDEVEI OPMENT EPARTM NRCTY E N G I N E E R I N G. I N C Job: 21639 - Abodu Modular Two Bedroom - Abodu Cs: 0.215 k = 1.00 (ASCE Eq. 12.8-12) ASD Lateral Force Analysis 2018 IBC DIAPHRAGM LOADS (ASCE 12.10) NORTH -SOUTH DIRECTION EAST -WEST DIRECTION Level DL (psf) PL (psf) (12.10-1) (psf) Max (psf) Min (psf) Gov (psf) PL (psf) (12.10-1) (psf) Max (psf) Min (psf) Gov (psf) Roof 30 10 8.6154 22.4 11.2 11.2 10 8.6 22.4 11.2 11.2 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION RESUB Aug 111022 NDS Z Ashley&trance DEVELOPMENT I TY OF DSOERVCES DEPARTMENT ENGINEERI N G, INC Job: 21639 - Abodu Modular Two Bedroom - Abodu ASCE Ch. 28 Part 2: SIMPLIFIED ENVELOPE PROCEDURE DESIGN WIND PRESSURE Exposure Category = B (IBC 1609.4.3) Roof Pitch = 0.3 :12--------> Angle = 1 0 Eave Height= 10.0 ft Maximum Height = 12.0 ft Mean Roof Height = 11.0 ft Main Wind Force: V,j, = 130 mph Vasd = 101 mph A = 1.00 K, = 1.00 1 W = 1.00 (Figure 1609.3(1)) (ASCE Figure 28.5-1) (ASCE 26.8 & Fig. 28.5-1) (ASCE 7 Table 1.5-2) Page 2.3 of 2.10 ASD Lateral Force Analysis 2018 IBC N-S Dimension 14.0 ft E-W Dimension 43.0 ft Enclosure: Enclosed a = 3.0 ft ps = \*Kn*ps30 (ASCE Eq. 28.5-1) Zone PS30 ps (psf) (psf) A 24.21 24.2 B -14.97 15.0 C 16.05 16.0 D -8.89 8.9 WIND DISTRIBUTION ON NORTH -SOUTH WALLS Level Zone A Zone B Zone C Zone D 0.6 x Total Height Width Force Height Width Force Height Width Force Height Width Force Wind (ft) (ft) (Ibs) (ft) (ft) (Ibs) (ft) (ft) (Ibs) (ft) (ft) (Ibs) (Ibs) (pIf) Roof 5.0 6.0 726.3 2.0 6.0 179.6 5.0 8.0 642 2.0 8.0 142.2 1014 72.4 WIND DISTRIBUTION ON EAST -WEST WALLS Level Zone A Zone B Zone C Zone D 0.6 x Total Height Width Force Height Width Force Height Width Force Height Width Force Wind (ft) (ft) (Ibs) (ft) (ft) (Ibs) (ft) (ft) (Ibs) (ft) (ft) (Ibs) (Ibs) (pIf) Roof 5.0 6.0 726.3 2.0 6.0 179.6 5.0 37.0 2969 2.0 37.0 657.5 2720 63.2 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION I Aug 29 2fa DU MODULAR AShlev-VIIN�pgOFER°MENR�VCEQ BQdrOOIYI _rv6INEERINv,1rvL,• Washington SW 11 SW 12 Job No.: 21639 Modular Shearwall Layout - - - - t' BATH I LIVING ROOM BEDROOM BEDROOM i KICHENETTE CLOSET SW 13 SW 14 MODULAR FRAMING SHEARWALLS FOUNDATION SHEARWALLS STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTR FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE RESUB Aug 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT fbAShlev.Vance E N G I N E E R I N G, I N C Job: 21639 - Abodu Modular Two Bedroom - Abodu Building Forces Simple Level Seis. Wind (psf) (plf) Roof 6.0 72.4 Totals: 6.0 72.4 Page 2.5 of 2.10 ASD Lateral Force Analysis 2018 IBC TYPE Materials Sides EQ / Wind' 6 1/2" cdx 10d @ 6" 1 310 / 434 plf 4 1/2" cdx 10d @ 4" 1 460 / 644 plf 3 1/2" cdx 10d @ 3" 1 600 / 840 plf 2 1/2" cdx 10d @ 2" 1 770 / 1078 plf 44 1/2" cdx 10d @ 4" 2 920 / 1288 plf 33 1/2" cdx 10d @ 3" 2 1200 / 1680 plf 7 ##### ##### Total Force = Trib Shear + Add'I Shear Total Shear = Total Force / Wall Length 'Per 2015 SDPWS Table 4.3A, shearwall capacities have been increased by 40% when walls are governed by wind loading. Wall Wall Wall % of Seismic Trib Wind Shear Add'I Wall Gov. Wall ID Len Ht. Line Len Width Trib Seis Wind Seis Wind H/L Force Shear Gov (ft) (ft) Load (ft) (ft) (ft) (Ibs) (Ibs) (Ibs) (Ibs) Ratio (Ibs) (plf) Case Type S-2.2 MOD Framing & Details INS SW 1 8.00 9.00 100% 14.2 21.0 21.0 1795 1521 0 0 1 1/8:1 1795 224 Seis 6 SW 2 11.00 9.00 100% 14.2 21.0 21.0 1798 1521 0 0 3 1/6:1 2280 207 Seis 6 EW SW 11 14.50 9.00 40% 43.0 7.3 7.3 1885 527 0 0 5/8:1 759 52 Seis 6 SW 12 21.50 9.00 60% 43.0 7.3 7.3 1885 527 0 0 3/7:1 1126 52 Seis 6 SW 13 9.50 9.00 44% 43.0 7.5 7.6 1953 551 0 0 1:1 863 91 Seis 6 SW 14 12.00 9.00 56% 43.0 7.3 7.4 1883 534 0 0 2 3/7:1 1222 102 Seis 6 S-2.1 Foundation Plan INS SW 21 14.00 1.00 100% 14.2 21.0 21.0 0 0 1795 1521 0:1 1795 128 Seis 6 SW 22 14.00 1.00 100% 14.2 21.0 21.0 0 0 1798 1521 0:1 1798 128 Seis 6 EW SW 31 43.00 1.00 100% 43.0 7.3 7.3 0 0 0 0 0:1 0 0 Seis 6 SW 32 43.00 1.00 100% 43.0 7.3 7.3 0 0 0 0 0:1 0 0 Seis 6 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION RESUB Page 2.6 of 2.10 Aug 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT $ZAShlevxance E N G I N E E R I N G, I N C Job: 21639 - Abodu Modular Two Bedroom - Abodu ASD Lateral Force Analysis 2018 IBC REDUNDANCY FACTOR CALCULATION Is the structure regular in plan at all levels? NO Is the structure light framed construction? YES SDC D > 35% Base Shear? Wall ID ASCE 12.3.4.2 a Wall H/L % Capacity Capacity (Ibs) p at Level p per wall YES 2 MOD Framing & Details NS 10816 (Total Story Strength) 1.0 SW 1 2480 1.13 23% 1.0 SW 2 8336 0.64 N/A 1.0 EW 24025 Story Strength) 1.0 SW 11 4495 0.62 N/A 1.0 SW 12 6665 0.38 N/A 1.0 SW 13 2945 0.65 N/A 1.0 SW 14 9920 0.44 N/A 1.0 NO S-2.1 Foundation Plan NS 8680 (Total Story Strength) 1.0 SW 21 4340 0.13 N/A 1.0 SW 22 4340 0.07 N/A 1.0 EW 11160 Story Strength) 1.0 SW 31 4495 0.07 N/A 1.0 SW 32 1 6665 0.04 N/A 1.0 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION RESUB Aug 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT sZAshlev&Vance E N G I N E E R I N G, I N C Job: 21639 - Abodu Modular Two Bedroom - Abodu Page 2.7 of 2.10 ASD Lateral Force Analysis 2018 IBC Description L Length of wall PI Left point load of Variables: H Height of wall Px Point load at Xp v Unit shear on wall Pr Right point load Wt Unit weight of wall Xp Location of Px Wdl Dead load on wall Wx Location of Wall Above Seismic: HD = (p0.7MOT - (0.6-0. (CBC 1605.3.2) (ASCE 12.4.2.3) Wind: HD = (0.6MOT - 0.6MR) (CBC 1605.3.2) (ASCE 2.4.1) Wall L H V Wt Wdl PI Px Pr Xp Wall Aligned Gov. ID (ft) (ft) (Ibs) (psf) (plf) (Ibs) (Ibs) (Ibs) (ft) Above Sides Case S-2.2 MOD Framing & Details NS SW 1 7.50 9.00 1795 10 30 SW 2 14.00 9.00 2280 10 30 EW SW 11 14.00 9.00 759 10 30 SW 12 21.00 9.00 1126 10 30 SW 13 9.00 9.00 863 10 30 SW 14 12.00 9.00 1222 10 30 S-2.1 Foundation Plan NS SW 21 14.00 1.00 1795 10 30 SW 22 14.00 1.00 1798 10 30 EW SW 31 43.00 1.00 0 10 30 SW 32 43.00 1.00 0 10 30 0 0 0 0.00 0 N/A Seis 0 0 0 0.00 0 N/A Seis 0 0 0 0.00 0 N/A Seis 0 0 0 0.00 0 N/A Seis 0 0 0 0.00 0 N/A Seis 0 0 0 0.00 0 N/A Seis 0 0 0 0.00 0 N/A Seis 0 0 0 0.00 0 N/A Seis 0 0 0 0.00 0 N/A Seis 0 0 0 0.00 0 N/A Seis STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION RESUB Page 2.8 of 2.10 AugcN2 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT $ZAShlev.Vance E N G I N E E R I N G, I N C Shearwall Plywood and Transfer Calculations PLYWOOD CBC Shearwalls Type Wall Sides Value PLY OSB G. G. CBC Transfers (spacing in inches) LTP4/ /8" ab 2) SIDS x1.25 SIDS x1.5 SDW S LTP5 RBC 16d 10d 1488 lb 2821b 3201b 352 lb 4521b 3481b 1391b 151 Ib (k/in) (k/in) 6 1/2" cdx 10d @ E 1 310 plf 14.0 22.0 57 10 13 17 13 5 5 4 1/2" cdx 10d @ 1 460 plf 17.0 30.0 38 7 9 12 9 3 3 3 1/2" cdx 10d @ ; 1 600 plf 19.0 37.0 29 6 7 9 7 2 1/2" cdx 10d @ 1 770 plf 23.0 52.0 23 4 5 7 5 44 1/2" cdx 10d @ 2 920 plf 34.0 60.0 4 4 6 33 1/2" cdx 10d @ : 2 1200 plf 38.0 74.0 3.2 3 5 22 1/2" cdx 10d @ 2 1540 plf 46.0 104.0 2.4 2 4 Example Calm Type 6, SDWS:SDWS Value: 352 x 12 Ply Value: 310 Type 4, LTP5: LTP Value: 452 x 12" Ply Value: 460 13 inches 12 inches STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED Page 3 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION RESU B Page 2.9 of 2.10 Au@cNL@022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 Page 4 SUBJECT TO CODE AND FIELD INSPECTION RESU B Page 2.10 of 2.10 Aug 29 2022 Ashley. nceE EI LOPMENT EPARTM NRTY OF EVCES E N G I N E E R I N G, I N C Job: 21639 - Abodu Modular Two Bedroom - Abodu ASD Lateral Force Analysis 2018 IBC Description of Variables: Mot Overturning Moment Mr Left Resisting Moment about the Left side of the wall Mr Right Resisting Moment about the Right side of the wall HD Left Hold down force on the left side of the wall HD Right Hold down force on the right side of the wall Seismic: HD = (p0.7MoT - (0.6-0.14"Sps)MR) / L (ASCE 12.4.2.3) Wind: HD = (0.6MOT - 0.6MR) / L (ASCE 2.4.1) Wall IVIOT IVIR Left IVIR Right HD Let HD Right Gov. Use Left Use Right ID (lb-ft) (lb-ft) (lb-ft) (lb) (Ib) S-2.2 MOD Framing $ Details NS SW 1 23083 3600 3600 1960 SW 2 29316 9870 9870 1181 EW SW 11 9764 12180 12180 137 SW 12 14476 27090 27090 -39 SW 13 11094 5130 5130 633 SW 14 15711 8640 8640 626 S-2.1 Foundation Plan NS SW 21 2565 3920 3920 15 SW 22 2569 3920 3920 15 EW SW 31 0 30853 30853 -290 SW 32 0 32358 32358 -304 1960 Seis (2)CS14 (2)CS14 1181 Seis CS14 CS14 137 Seis OK OK -39 Seis OK OK 633 Seis CS14 CS14 626 Seis CS14 CS14 15 Seis OK OK 15 Seis OK OK -290 Seis OK OK -304 Seis OK OK STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION Aug 29 2 &DU MODULAR OZAsh I ev&Va n ceoFEDmoNDS Job No.: 21639 PMENTSERVICE BedroomPARTMENT _rvGINEERINv,iroL,• Washington Foundation Layout ---------------------------------------------, I--------------------- --------- I I I P1 I I T1— I I I -------------------- — ---- —� I L---------------------------------------------� STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTR FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE RESUB Aug 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT oZAshievXance E N G I N E E R I N G, I N C Job: 21639 - Abodu Modular Two Bedroom - Abodu Footing Width Calculation F1 Description DL LL of Variables: 5r = 5 ft of roof trib Roof 15 75 psf 4f = 4 ft of floor trib Floor 15 40 psf 3g = 3 ft of garage trib Garage 0 50 psf 2d = 2 ft of deck trib Deck 0 60 pSf w = wall above and/or self wt. Wall 10 0 psf Conventional Footing Design Parameters: Allowable Bearing Pressure 1500 psf ��m® 1 1 11 Cw tot 1955 plf Try Footing Width, w = 16 inches gbear 1466 psf gellow 1500 psf gallow/gbear 1.02 Footing OK Per IBC Table 1806.2 tot `7 all Page 3.2 of 3.3 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION RESUB Aug 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT oZAshievXance ENGINEERING,INC P1 Job: 21639 - Abodu Modular Two Bedroom - Abodu Point Load on Footing Calculation Reactions on Footing D L E W P Pt Load from RB 2 1.0 5.0 -- kips Total 1.0 5.0 0.0 0.0 kips U = 9.2 kips Required Strength: ASD: P = 6.0 kips U=1.2D+1.6L P = D + L E4 U=1.2D+1.6L+0.5W P=D+0.6W P = D + 0.75[L+0.6W] U = 1.2D + 1.6W + 0.5L P=D+0.7E P = D + 0.75[L+0.7E] luaj U=1.2D+1.OE+1.0L (y y all Conventional Footing Design Parameters: Allowable Bearing Pressure Seismic or Wind Loading? N ---> Footing Width 16 inches Areq 4.0 W Lreq 3.0 ft 1500 psf From IBC Table 1806.2 1500 psf Calculated Bearing Pressure Model Foundation as Fixed/Fixed Member. Roy Eqn. 1: M = PL/8 M = 3.5 k-ft Steel Reinforcing Design: CM r Steel Depth 9 in Bar size (#) 4 bar # of bars 1 OMn = 7.8 kip-ft (Design Cap.) M = 3.5 kip-ft (From Eqn. 1) OMn/Mu = 2.2 OK Therefore use 16 inch x 12 inch footing, with (1) #4 bartop and bottom. See Details. Page 3.3 of 3.3 STATE OF WASHINGTON DEPT. OF LABOR AND INDUSTRIES FAS PLAN REVIEW/SECTION APPROVED 12/16/2021 SUBJECT TO CODE AND FIELD INSPECTION