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APPROVED BLD FIR PLN BLD2023-1219 APVD Fulton SFR - Arch & Struct PlansGeneral Notes owner ,7AY4 Mr=v<i F-ui.ToN . 425- 627- 4470 (?AY) 9Gp30 112 H L.N.NE KJRKK ANPI WA 98.0?�o Project Address P54 47H Ave s, :r=DMON0S, 1Nft 98020 Legal Description aEE� it60UNVIIAP Y AND 70104GR^PH I C 15 URVE'Y'I 73Y"ENCOMpA�5 E-NG1NC—aXIN� 15URVEYIN G" 5HEr=T I OF I Property Parcel No. :0040g6 00101100 Lot Area -81 68 SF PER SURVEY 1ZEFFRENCE0 AhSbyE Code Notes .60VEWN6 .7UKI130I0'"FI6N: G(TY dFE-ON1O> DS, WA ZONING OFPARCELr FG-Co MINIMUM SETaACK OF STRUC7-URES aTRr E-Ts '2 0' G✓ 1SDiE. 5t ALL.F_Y : ' ,N\WAI UM HEIeHT ALLOWA5,LE A5 MC-ASUKED FROM AVC-/RA GE /qA;.0r=jt 'Z 51 ?� i. L 0 W AID L e :EEC DRWG,_"f1iL.1~I7 tIP(�QFOS�I� NEW fi��IDE!°JCE XHI F3lT 1{_SY t-NCOMPASS EN�if°IE'EIZIN G') oR "AVERAGE GRADE CAI-,CULATIO II 70,,G51 OCCUPANCY- 9IN LE FAMI -Y 1:kE510l5N7IAL NUM SIR of S`r oRleS : 19709'r+ R ARTIAL� 2ND 57OA-f TYI� OF GQhJ'^ TAT CT I ON t�aiNFOAC50 CONCA TE FOUNDATION, FL,ATFORM WOOD FRAME ; $UIL0IN9 COPIES ApOFEDi3Y TH'E CIT`(OF IEPMONOa AS' OF 02/0i/2021 AS AM.E.Np_E!D YTHE 5TATF_OF WA'..DLP6, CODE COUNCIL. (C;5CC) 9-015 I NTERNAT1 oN AL. Kec5 n)EN nAL Co taE, :201E IN7'EIzNA71ONAL MECHANI,C,gL COPS 2018 1N7F_RNA7I ONAL FUC-L, CA5 CODE 2018 I N7-EANA7" I GINA4 FIRE CU,DE 2:018 WA, 5T, RE51 Dhl7"IAL. EtER GY CDdE 2o18 UNIFORM PLUM►31Na COPE NAT`iONAL. .L-ECTR-ICAL COPE (HPPA 70) Lighting NOT LESS THAN 90 P,E90Ef+1T OF LAMP,; fN P5ERM1\NENTLY 1N457ALLED L-IeHTItNS FIXTURE' SHAI,.L- 5S H05H+-EPFICACY LAMPS, Design Loads 5EE STRUCTURAL EN64NEEIiIN9 6ENOR.AL NVTIF a- 5HT.53 Geotechnical _SAC Su5MITTIFP R51"ORT F3Yli=ARTH 50LU71C)N5 NW L. CII I)AT' 1) APP, L. 12, 2023. e of Tabl Architectural Al-A8 & El (Certain structural information shown on Sheets A2-A6, A8) Structural S1-S3 Roof Truss Placement Layout (1 Sheet) Roof Truss Quote (Truss ID Sheets 1-4) TJI Floor Joist installation Details (Cover) TJI Main floor Layout (Sheet 1 of 2) TJI Upper Floor Layout (Sheet 2 of 2) Boundary & Topographic Survey (Sheet 1 of 1) Proposed New Residence Exhibit (Average grade calculation) Energy Code Notes BE 900 Building Envelope Energy Forms BE 901 Equipment Specifications BE 902 Building' Envelope Energy Forms BE 903 Air Barrier Semi -Exterior Details BE 700 Air Barrier Notes BE 800 Air Barrier Diagram BE 801 & BE 802 Energy Code Notes 73U[0NC THPRMAt ENVSW-e ( PReSCA[P7-1Va) 'CL IMA\T1= ZONE 4 MAR IN E (C ) USlNC EN RC�Y CREDIT �I�TGON 1, 1;.. (7A5L.15 ¢Qc .3' V�1�T(�L.� F�N��T1�Ai1raN U :0,2,4 WOOD PEE y Aw. R- V WT(fINTFRMF1)1ATF_11)P AMING �Lool� f�- 30 GE(ILI N G X-4q -rA5LE P,4•06.Z PUEd. NORMALIZATION ON CIRRO176 ;SYSTEM T (PE 2 (H AT PUMP HeAT)NS SYS1`eM) 1,0 CRE©IT Tt��L 4ab, �_ ENGY CR�I7'S OPT/ ON /, C ( 5EE AF)OYS) 0.5 CAeDJ7 OPTION 3,5 AIR- SOURCE, CENTRALLY DUCTI50 FEAT BUMP WITH MINIMUM H5PF op-rtON 5,6 eLECTAIC Hsi" PUMP WAraR HATER VA11- 4 A MINIMUM UEF oI^' 2,q AtND U-rIL tZINC A 5PL1T",;Y, ', CONFIEURATION W/7H_r--A1A-TO-8EFAIp 6ERAN-r HsAr FXCHA1N64K L-OCATI.D OUTDOO95, EQU(QMENT rN'A1-L, MEET :3X'C"rI0N 4, RegUIREMaNTS _FOR SILL UNI'r , OF THE N EEA 5- AN.DARP "ADV,a4NC90 _ WA'-,=I� CIF gTIN6 4�PE-c ll=)CAT16N "W I'Tl+ -r 1ia U aF- 'OPTION 7,1 aNC-A&Y45TARRATePAPPetANCE,5 015 cAr01T 171,9HyVA5H Erik re 8 VVAH 1 I�i MACH I N DI YEI VE-t-l-rLe55, C'll«F RAT'lNF 5.2 MIN iMUM 12EQUIRED AIX L,I=AI<A05 Tffii5;7"I NCB: DYVELLLI NG SKALL. 5E TE3TiEP AND VERIFIED Fay AN APP90VEP Tq/V PARTY A5 HAVIN6 AN AIR LSAKAeE RA?'P-z of Nor E�(CiE:-E'0llNS 5 A6R C HAlVC55 PEA14OUA, _DUCT A/AHANOI VR LEAKT ST'1N G_ JZC-QU/R,-Q E'ER 2018 W56C :: �4�3, �.� � CZ�p�,3,4 -rHE�� 1�'i°►LL 13f5 A t�O�,'�H-'IN TAT -AND. A P057CONSTRUCT'10N 7E57 PUCT9 OUT510M THE QVV LLIN6-rHEr<,AmL- ENVEL oPE -I-O FSE w IN5t1LAT�►�'1"p�'+MINII°�DNSo�R- _ .Ventilation Notes Z18 015HINGrOH 15TATE ENEINCY C005 S6610ENTaCAL _ HAPT59 5'1-IIts WAS 2016 INT'FI"AT'IONAL. R ,510ENTIAL_ CODE, CHAP9 I5 EXHAUST 9S<1-vTaM13 iN111H WA"(NO-rot-4 13TATS AMENPMeNTS C#° AFT-r-9 51-'r,' l WAC _ 'tf'tI�L� M10�, 4'.9' (I) /t�rIN1MUM Ld CAL EXlHAUST 121h"I•�5 K.17CHEN l oo cFM �N% 2. fl cFM/�/A'r7" MIN, EFFICACY FWrf+900M/UT1L1"IY ROOM 50CFM U551IPANI ►50N IC" +NH15PER, GREEN rye' 1 `CT' FjAN 50-$17-l10CFM FV-0511VK2, TA�LR 94.03,6,I MECHANICAL. VE5NTILATIONSYS, FAN EFFICACY CFM 10 To ,�D 1.4' GFMIWATT rFM q 0 TO ANY 2,6 CF'M% WATT "pHNA,50NJC'II FV-o5'11VK2 EFFICACY �OCFM : I6a2/$OGFM= 15,7 110CFM : 11,1 CF-M/WATT UI E ( oN ✓� FV-O I I VK2: <0.3150r 5-5 FOR, 50/ 160010_(3 0,1 STATIC PRE55U RE VV�_I CH 15 _ L,ES5 -r4AN 1, 0 5ON5 MAC, ALLOW, WHOLE_ HOUSE Vr=N ril—^ t0N CP6R ; CTION. Mt`504,4- woo E HoU,3E MECH� VEN711,ATION ,6, r��lou1 /SATE `OWELL )NliC•7 FL00A /' RSAc 2404-5F-, NUM5E-9 0r- aC-PROOM ' `Z CONTINUOU5 AIAFLOW rlFouiREP PiERTADLE = 50CEM +4EiA7 PUMPAIR HANDLt F, To SUPPLY OUT,5IDE VE-NTILATIoN AlR :VIA RETURN S'IDCr"AIR N/�NDI-'Eft, OuTo5I0� AIR SuFPLY . :7v``,U437 HAVEMo-r0RIZ P DASMPF.R,ACT'IVATED 13Y WHOLE HOUSE' VENTILATION aYST MCONrRaL.L.ER, LAUNDRY`(UT1LIrY) y2OOM E' , EAU;T FAN To 5E E-AH/W5T 51DE OF W�i0l.E l4OU'SE' V,EN*ri LATI CAN SY57C-M , CIVIL ENGINEERING: Site Development Plan SP-01 (1 of 6) General Notes & Legend GN-01 (2 of 6) Demolition, Clearing, Grading & Tesc Plan TP-01 (3 of 6) General Details DT-01 (4 of 6) General Details DT-02 (5 of 6) Storm Drainage Details DT-03 (6 of 6) Tree Retention Plan TR-01 (1 of 1) Demolition Plan DM-01 (1 of 1) Traffic Control Plan TC-01 (1 of 1) R302.11 Fireblocking. In combustible construction, fireblocking shall be provided to cut off both vertical and horizontal concealed draft openings and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -framed construction in the following locations: 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 1.1. Vertically at the ceiling and floor levels. 1.2. Horizontally at intervals not exceeding 10 feet (3048 mm). 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with anapproved material to resist the free passage of flame and products of combustion. The material filling this annular space shall not be required to meet the ASTM E136 requirements. 5, For the fireblocking of chimneys and fireplaces, see Section R1003.19. 6. Fireblocking of cornices of a two-family dwelling is required at the line ofdwelling unit separation. R302.11.1 Fireblocking materials. Except as provided in Section R302.11, Item 4, fireblocking shall consist of the following materials. 1. Two-inch (51 mm) nominal lumber. 2. Two thicknesses of 1-inch (25.4 mm) nominal lumber with broken lap joints. 3. One thickness of23/32-inch (18.3 mm) wood structural panels with joints backed by23/32-inch (18.3 mm) wood structural panels. 4. One thickness 00/4-inch (19.1 mm) particleboard with joints backed by3/4-inch (19.1 mm) particleboard. 5. One -half -inch (12.7 mm) gypsum board. 6. One -quarter -inch (6.4 mm) cement -based millboard. 7. Batts or blankets of mineral wool or glass fiber or otherapproved materials installed in such a manner as to be securely retained in place. B. Cellulose insulation installed as tested in accordance withASTM E119 or UL 263, for the specific application. R302.11.1.1 Batts or blankets of mineral or glass fiber. Batts or blankets of mineral or glass fiber or otherapproved nonrigid materials shall be permitted for compliance with the 10-foot (3048 mm) horizontal fireblocking in walls constructed using parallel rows of studs or staggered studs. R302.11.1.2 Unfaced fiberglass. Unfaced fiberglass batt insulation used as fireblocking shall fill the entire cross section of the wall cavity to a height of not less than 16 inches (406 mm) measured vertically. Where piping, conduit or similar obstructions are encountered, the insulation shall be packed tightly around the obstruction. R302.11.1.3 Loose -fill insulation material. Loose -fill insulation material shall not be used as a fireblock unless specifically tested in the form and manner intended for use to demonstrate its ability to remain in place and to retard the spread of fire and hot gases. R302.11.2 Fireblocking integrity. The integrity of fireblocks shall be maintained. TABLE R40Z4.1.1 AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa General Requirements A continuous air barrier shall be installed in Air -permeable insulation shall not be the building envelope. used as a sealing material. Exterior thermal envelope contains a continuous air barrier. Breaks orjoints in the air barrier shall be sealed. Cavity insulation installation All cavities in the thermal envelope shall be filled with insulation. The density of the insulation shall be at the manufacturers' product recommendation and said density shall be maintained for all volume of each cavity. Batt type insulation will show no voids or gaps and maintain an even density for the entire cavity, Batt insulation shall be installed in the recommended cavity.depth. Where an obstruction in the cavity due to services, blocking, bracing or other obstruction exists, the batt product will be cut to fit the remaining depth of the cavity. Where the batt is cut around obstructions, loose fill insulation shall be placed to fill any surface or concealed voids, and at the manufacturers' specified density. Where faced batt is used, the installation tabs must be stapled to the face of the stud. There shall be no compression to the batt at the edges of the cavity due to inset stapling installation tabs. Insulation that upon installation readily conforms to available space shall be installed filling the entire cavity and within the manufacturers' density recommendation. Ceiling/attic The air barrier in any dropped ceiling/soffit The insulation in any dropped shall be aligned with the insulation and any ceiling/soffit shall be aligned with the gaps in the air barrier sealed. air barrier Access openings, drop down stair or knee Batt insulation installed in attic roof wall doors to unconditioned attic spaces assemblies may be compressed at shall be sealed. exterior wall lines to allow for required attic ventilation. Walls The junction of the foundation and sill plate Cavities within comers and headers of shall be sealed. The junction of the top frame walls shall be insulated by plate and top of exterior walls shall be completely filling the cavity with a sealed. Knee walls shall be sealed. material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights and The space between window/door jambs doors and framing and skylights and framing shall be sealed. TABLE R402.4.1.1 (continued) AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors (including above The air barrier shall be installed at any Floor framing cavity insulation shall be garage and cantilevered exposed edge of insulation. installed to maintain permanent contact floors) with the underside of subfloor decking ck ng or floor framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the underside of floor framing and extend from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor shall be covered with a Class I black vapor insulation insulation shall be retarder with overlapping joints taped. permanently attached to the crawlspace walls. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit and installed to the correct density without any voids or gaps or compression, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity space. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the Recessed light fixtures installed in the building thermal envelope shall be sealed building thermal envelope shall be air to the finished surface. tight and Crated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls. There shall be no voids or gaps or compression where cut to fit. Insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall The air barrier installed at exterior walls Exterior walls adjacent to showers and adjacent to showers and tubs shall tubs shall be insulated. separate the wall from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind exterior wall electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC supply and return register boots shall be sealed to the subfloor, wall covering or ceiling penetrated by the boot, " Concealed sprinklers When required to be sealed, concealed fire sprinklers shall only be sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. iu = insulation contact a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 2018 Washington State Energy Code RE4 Roof Ventilation `24-1A 10i- 2406F; IJ50= f,G6FA(4'4=2?05R,1-H,RCO,'P, i rAVG- VCN-mA-rtot! l;o% X 2306(2 -itat. - IIr,Fam, nap, _ FJlRn r�LOoKIt�I� 11/21iX �21/�,ttW/{3) �,I �tA�fAI��S �°ND �C,�1`'� 56CAUgE OF 2t)W CONT)NUOU5'70E-FIT VENT 15 5C1?a,ENJW) '131I�D �3Ld C'I<1hf � I��:DUtt7f~� 4a71 5Q._IN,_PE>� LF• X 44 LF DF j GLvCK1N(i = 2075a,W, > I165kI�,1,READ. 0,K., RPEK PORTION UI=.6AIZAGIFATTI C 54/� 23C15Gt.1l�1. �1155Q. INI. &EQIA P/;0VIDE(2)I`MASTSKFLOW" 60 5a,ilN. NFA 53 Acl< __ Ze,5W 5AUAA TOP ROOP VENT'S = 124 54,1N, > 116 54•IN, RE�P,,% 0,,K,r aP► cgT+6 LJePf �lEtW'; 6 tin L-OWER7"1-1AN it ATOP �y® OF-C-I'k FLOOR A'TT'IC 241 x 18t- 5%'° = 44 3 5F ; 150 = 2a �5 5a, Fr, x 14A = 42�a 5Q,1hIa P.4air�'if, �311�D I3Lf� CI�INS �5�EA8oVE) Pr�.ovtD!~� 4,'7f SQ fN P;ERt.F ;s . , o, K . PROVID!~ (S) MA5TERFLOW GOSQ.IN NFA 5L,ACK RIFIN 4QUARE TOPROOF VONT93 18093QaIN. L0cATE ui< _VP_FNT5. N0 LOW,FtR, THAN 31 aELUW -roP of=Ar-•1G. t Mt [H �-=LOOKATTIC AxeA I883 5F + 15o = 12,555F X 144 = I e 0 7 5Q,t4, AkD, FAVIEVE�ITIL-AT'10 50 °`¢ x ►8o�5Q.INa - �1174 5Q,1N,1�t Qlr?, 5IRo at-oct<iWG (;EEF ADOVC-) P)Rovjoes 4,r715Q,1N. PER Lr _.X 180 LF OF ,IRP Ft,OCK1NCa = 64$,5Q.{t�l, +(1) 606Q,IN,NPA VENT, UPPER ATTIC VENT ILAT'l0N : r2b7o X 1507 5A, IN. = 904'54,IN,IW4, rRDVIPE 48 LF oF'Ai AV0N7`1 5HINGL0 VENT'II 5LAGK 1654a», E'ER LF N,FaA, 60 5Q,IN, N,R.A, = 98450.IN > g04.5a,I,9. FF-Qp, c,K, City Of Edmonds Building Department Work SFR Address 654 4TH AVE S Owner FULTON Approved Date 04/08/2024 Building Official �orxKa� Permit Number BLD2023-1219 ----------------------r --------------------- i Please obtain a separate Plumbing ' Special Inspection for this project. r i permit from the City of Edmonds. 11. Concrete Installed Anchors i ----------------- - - - - -P i Please provide Sl reports to the i City Inspector upon request. ----------------------I OBTAIN ELECTRICAL PERMIT FROM APPROVED ALL WORK SUBJECT STATE LABOR & PLANS MUST BE TO FIELD INDUSTRIES ON JOB SITE INSPECTION FOR CODE COMPLIANCE COMPATIBLE UNDERLAYMENT (SPECIFIED BY OTHERS) IB WATER STOP SEALANT STEEP SLOPE ROOF COVERING (SPECIFIED BY OTHERS) SHEET METAL COUNTERFLASHING SEE NOTE #5 ROOF DECK IB MEMBRANE IB FASTENER & MEMBRANE 81,MIN. PLATE, PER IB SPECIFICATIONS I HOT AIR WELD 5„ IB APPROVED ADHESIVE (IF USED) INSULATION ASSEMBLY NOTES: ROOF DECK 1. SINGLE COURSE WALL FLASHING MAXIMUM HEIGHTS: A. 18' FOR MECHANICALLY ATTACHED FLASHINGS OR 60' FOR FULLY ADHERED FLASHINGS B. FOR WALLS EXCEEDING MAXIMUM HEIGHTS, REFER TO MECHANICALLY ATTACHED OR ADHERED TALL WALL DETAILS. 2. ADHERED WALLS: INSTALL MEMBRANE IN 16 VERTIBOND ADHESIVE ADDING NOMINAL RATE OF 1 GAL. PER 60 SQ. FT. NET INSTALLED COVERAGE (50% TO SUBSTRATE ALLOW TO DRY WITH REMAINING 50% TO BACK OF SHEET, INSTALL WHILE TACKY) 3. SECURE FLASHINGS AND METAL WORK IN ACCORDANCE WITH IB SPECIFICATIONS AND FLASHING SECUREMENT TABLE. 4. SEALANTS AND CAULKING REQUIRE PERIODIC OWNER MAINTENANCE 5. A SHEET METAL SEPARATION FLASHING IS RECOMMENDED WHEN USING ASPHALTIC, BUTYL BASED OR OTHER NON -COMPATIBLE UNDERLAYMENTS OR ROOF COVERING MATERIALS. ITS USE IS REQUIRED ON IB TOTAL ROOF SYSTEM WARRANTY. APPROVED SUBSTRATE/SEPARATION: NEW CONSTRUCTION - FULLY ADHERED, INDUCTION WELDED, AND MECHANICALLY ATTACHED 1/2' PLYWOOD, 7/16.OSB,1/2' APPROVED GYPSUM COVER BOARD, POURED / PRECAST CONCRETE, OR CEMENT BLOCK / MASONRY WALLS G - Ploor- oI�1 C1<,E"7 0E*TA 1 L. (NO SCALE,) -2'4u SAVE+S116Urr-/V 2,01 \� i/ I rvARA6r 605 SF / 22,0 — 4,5' / /1` — — -4 If, 0' \ 1 XIM-91 OP, _COVFRC-P AREA,3 72 5F 35 6F Structural Lot Coverage ACTUAL 1,8,os ro.0 1 0611 1 ,07"AREA 6166 5F 3s% ALLOWAP>L� GoVERAGE 316 S >< 55'7 = 285q SF ALLOWAOL-IE "ACTUAL, a (561 +66, '+46+*0+72+35 2761 5F 7707A L ,', O, K, 2761 ; 8168 : 33, 5% COVED e5: _ glee°y7'ie"w (o,9z' j N88'171'48"W 130,lf7` 7041 t ■ ERBEN DRIVE -PROPERTY LINE. 72,I4' ❑ i 02-23-2024 RESUB 1 PLAN REVIEW NOTES: APPROVED WITH CONDITION: 1. 4 INCH ADDRESS CHARACTERS WITH 1/2 INCH STROKE REQUIRED TO BE INSTALLED ON THE HOUSE VISIBLE FROM THE STREET IN CONTRASTING COLOR TO THE BACKGROUND. ADDITIONAL ADDRESS SIGNS MY BE REQUIRED IF NOT VISIBLE FROM THE STREET. DFM BURT Approved DFM Cllr6s7g-urt South County Fire Date: 02/23/2024 I 1? JI L7 MICE AMA9 : MA1 N 1 1 61 5F ]UPPER 44?� GARAGE 60iF U) DECK+S7A19 312 W aNTRY+ STAIR 55 1 Fire = Sprinklers ~ MAIN 19613 SF UPPER g43SF ` 4.045F _2404�F < 3®oC7 5F ,`, FIDE 5F�1�,IN(CLE�S I NOT F,5QU19EID, N*0 C0Vr_/9C_0 pa_CKS OR, PDX C'H cw. OVER +1 H16Ha ROVED BY PLANNING Site Plan 1't= 2t7t OWN 5993E 0 ZAY_ M AR I r-U L ON Mar 012024 /�► PR©TC-CrA009F-G5 ; 654 4TH AVE 6, Nt FEOMOc40 WA 18020 .Moira: 5EE "PROPOS90 NEW R5SI0eNO`EEA1412;ITl' PMWIN(9 .BY `tENCOMPA55 EN6vIIN96A1N9" FOR Re6iDeNce Prl- RIMI� 798. WALL. 0(MC-Ni6lONS"/ AVE X'�CoP 6!' 0 e C^i.CUL.^T10N� EX 157IN6 LOT CON 7-0CIA 6 A�JO U71L;TY L O CPt7't ol�t tea, 5EE SHEFET SP-CI •FoR LOT CpvakAC65) iMPERVIO0,; AREAS 4 avlL17ttite 4S1CH r CALCULArIO N ii:7, REVISIONS BY LLJ U Z LIJ t�� V ) LIJ U.0 Q J D L. 1\GG��P PLAN REVIEW ACCEP FOR COMPLIANCE WITH THE AP CONSTRUCTION CODES IDENTIFIE ® BUILDING ® STRU ❑ MECHANICAL ❑ PLUM ❑ ELECTRICAL ® ENER ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF D DOES NOT AUTHORIZE CONSTRU PROCEED IN VIOLATION OF ANY STATE, OR LOCAL REGULATI BY. � � )ATE: WEzor cu vs r/cuut curvSULT RESUB Jan 29 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date EpT, Z25,123 Scale III » 2 0 j Drawn 7 A F Job L-A5T Sheet Al Of Sheets kNCE CABLE BELOW. rURAL NG Y LMENTS rION TO DERAL, qS. /22/2024 ITS, INC. -0 AAA) MAIN t B (� )) "7!�-Ott-T1A11�1 AIN � sa�sfit,oaaa� . 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Date TkN, t7f2024- Scale Drawn Jt Job Sheet A7 Of Sheets �XW CLLWRWS Installation50 • qualified installers only) Use of a Non -Combustible Mantel Below Listed Mantel Clearances Each gas fireplace has a unique set of mantel requirements. If you wish to place a non-combustible mantel at a kmw height #mn specified in this manual, it will• weed is meet the f Wwing ragwrements: • The header (the framing member above the fireplace opening) must be non-combustible. • The facing must be non-combustible and extend to the header (or mantel, whichever is greater). The facing must also span the entire width of the mantel. • See the illustration below for additional requirements. SIDE VIEW Facirra from the Header Up may be combustible (drywall) ornorr-combustibie: Non -Combustible Framing (metal skids) must be used for the header. Flori-C6m15U6W6 1`6di drid"{ci6ri-Coml5LM6W B"aoidnsf Material` (tile, marble, cement board, etc.) must extend to the header (or top of mantel - whichever is higher) Minimum Me Heiaht --}, The minimum mantel height is determined by the face and face attachment method (no minimum). The mantel (. • must be properly Non -Combustible Mantel and Mantel Leas 4 secured to the framing or (no maximum depth) - No combustible use other suitable materials allowed behind the mantel. li m Gas Fireplace Combustible Framtna (wood studs) may be used for the framing behind the fiMpWos. TOPVIEW N V. V I. Non Combustible Franrong (metal studs) Gas FiQ(7)extend n Combustible Facing and extend the foil width of the mantel !e, marble, cement board, etc.) must and mantel legs. !// 0 the full width of the mantel. (� Non Combustible Mantel and Leas O Travis Industries 4/19/23 - 1453 P13,42 & 54 MV/GSB2/GSR2 Install t2i 31'I 20 rok 5TI., STUDS. 20 GA,"rRACKA 00WN, #10 13c.FD/-klI,L.ER 6C PINS __ a O, C, EA. 51aE TOP 50?TOM, TIZA C K _ ih \ I r-6"O,C, of G/z ppilF_ (2) 3�ig�120 67AI_151TEFL_15TUP 4 EAPI!A OETA [[ _ ((o) _�llw4►_o,t . _ _ tC CUT TOP TrzAc'K Aqa N r2HCI NN AND P*-Nq UR # 10 1; FLF PF11LLEP, .5CLEW NTOTAt 4; C AEW 4; 0 EA•51DI~ I (1) IN F•A�Cr= 4111 i4 R.O, t�xli t+ FIREPLACE %TROROINAA`j - INh►cATEs �/'� � P�QgvtL,GEt� �� t�2:_��t-ux_� �.IM�A�. I N GAIN, 5TEIEL (20 6A, T PICA MAN rr_lL _ � 1 ___ �I•f I M NEY `Co TE-RMINi7 _ — t Rc _ - FLA,9H1N9 N ? 4ti PLY W . ItgUL, 0AA G OVA- Ps )X, fLYwoDD PROM MANT L. To C91 LING �do� f=GaoRtNC� 0vFA pt-Y woopl ! I Vi N\1N GILEai TO C0M6V1;T1P1,E6 t2� 3�/u20,&A. 9TtJA15. - - - - (+�A�R i i I It�u�,acle't A5 REQ`D, {2) 3%�i206A.5rUD5 t HEAdER)- 50T'r0/A of HtrApEP, i d� N 112'i F 0 L it i ODIN -2X4 BOTTOM CHORD QFI�o©F 7ltU5�. ii 3M FI( 5A 15rALrANr _FIRS 5 0C '1 2 i1 ttPUNO d C5MrzNT I, t'ENTIR,JE C'HAF =p1RECT Y1t~N GHIMNF5Y -(2) 114it20 FA. (415APSA) --H`FAOER STA PART C P r-//Z E REVISIONS BY W U Z Uj V I W Ir. z 0 :D LL OQV t•✓wJ" WE �G S�P� �S PLAN REVIEW ACCEP , FOR COMPLIANCE WITH THE AP CONSTRUCTION CODES IDENTIFIE ® BUILDING ® STRU ❑ MECHANICAL ❑ PLUM ❑ ELECTRICAL ® ENER ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF D DOES NOT AUTHORIZE CONSTRU PROCEED IN VIOLATION OF ANY STATE, OR LOCAL REGULATI BY: _�� )ATE: WE, P cu vs P/coot curvSULT Date Scale..l." Drawn 7e� Job Sheet A8 Of Sheets MICE ABLE _ BELOW. 'URAL VG r UMENTS ION TO DERAIL, is. . '22/2024 TS, INC. ' A X 80 CLFARPRWT• Ablue CHAP HD er N /T\ A--0ENEI A70X C,A W- POWS?, CERTAIN C/AcUITS, Main r VIP (IN RIM1015 j) kiDUNT�p;Ml f1�� 1► A�sovEMAtNS��Feroo�, if C vER1¢Y W17AIM sANDj I6 Electrical FOR COMPLIANCE WITH THE APP ICABLE ' CONSTRUCTION CODES IDENTIFIE1 BELOW. ® BUILDING ® STRU TURAL ? ❑ MECHANICAL ❑ PLUM ING ❑ ELECTRICAL ® ENER Y ❑ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF D UMENTS DOES NOT AUTHORIZE CONSTRU TION TO PROCEED IN VIOLATION OF ANY DER),.:: STATE, OR LOCAL REGULATI INS. )ATE: /22/2024 WEzii uuAJi a ut uuNSULT TS, INC. Date 7'A417#:XA2+ N VIP (IN RIM1015 j) kiDUNT�p;Ml f1�� 1► A�sovEMAtNS��Feroo�, if C vER1¢Y W17AIM sANDj I6 Electrical FOR COMPLIANCE WITH THE APP ICABLE ' CONSTRUCTION CODES IDENTIFIE1 BELOW. ® BUILDING ® STRU TURAL ? ❑ MECHANICAL ❑ PLUM ING ❑ ELECTRICAL ® ENER Y ❑ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF D UMENTS DOES NOT AUTHORIZE CONSTRU TION TO PROCEED IN VIOLATION OF ANY DER),.:: STATE, OR LOCAL REGULATI INS. )ATE: /22/2024 WEzii uuAJi a ut uuNSULT TS, INC. Date 7'A417#:XA2+ N Scale 114 n = Drawn 7A Job Sheet E 1 Of Sheets 24 x as CLEARPRINTS 2018 Washington State Energy Code, Residential Provision. 1. R301 Climate zone for energy compliance has been defined per Table R301.1. 2. R303.1.1 Building thermal envelope insulation. An R-value indentification mark shall be applied by the manufacturer to each piece of building thermal envelope insulation 12 inches or greater in width. Alternately, the insulation installers shall provide a certification listing the type, manufacturer and R-value of insulation installed in each element of the building thermal envelope. For blown or sprayed polyurethane foam (SPF) insulation, the installed thickness of the areas covered and R-value of installed thickness shall be listed on the certification. For insulated siding, the R-value shall be labeled on the product's package and shall be listed on the certification the insulation installer shall sign, date and post the certification in a conspicuous location on the job site. Exception: for roof insulation installed above the deck, the r-value shall be labeled as required by the material standards specified in table 1508.2 of the SBC. R303.1.1.1 Blown or sprayed roof/ceiling insulation. The thickness of blown -in or sprayed roof/ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) on markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers a minimum of 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. 3. R303.1.2 Insulation mark installation. Insulating materials shall be installed such that the Manufacturer's R-value mark is readily observable upon inspection. B.E.E. CONSULTING, LLC. 170 W. DAYTON, SUITE 206 PH: (425) 672 3900 EDMONDS, WA 98020 FAX: (425) 712 8608 4. R303.1.3 Fenestration product rating. w U-factors of fenestration shall be determined as Follows: U 1) For windows, doors and skylights, U-factor ratings shall be determined in (D accordance with NFRC 100. z N 2) Where required for garage doors and rolling doors, U-factor ratings shall be UJ Q determined in accordance with either NFRC 100 or ANSI/DASMA 105. 00 w U-factors shall be determined by an accredited, independent laboratory, and labeled and certified by The manufacturer. Products lacking such a labeled U-factor v! Q shall be assigned a default U-factor from table R303.1.3(1), R303.1.3(2) or w Q R303.1.3(4). The solar heat gain coefficient (SHGC) and visible transmittance (VT) of glazed Fenestration products (windows, glazed doors and skylights) shall be ) determined in accordance with NFRC 200 by an accredited, independent laboratory, Z and labeled and certified by the manufacturer. Products lacking such a labeled O SHGC or VT shall be assigned a default SHGC or VT from table R303.1.3(3). O Lr 5. R401.2.1 The building will comply with the prescriptive path. � w J w > The requirements of all of sections R401 through R404, and R406. Q 6. R403.5 Service hot water systems. LL �cJ. Energy conservation measures for service hot water systems shall be in accordance �FL� with Sections R403.5.1 through R403.5.5. Service water -heating equipment shall meet the requirements of DOE 10 CFR Part 430 Uniform Energy Factor or the LO CD equipment shall meet the requirements of Section C404.2. �G �P 7. R403.6 Mechanical ventilation. ASS The building shall be provided with ventilation that meets the requirements of the International Residential Code or International Mechanical Code, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall DATE DESCRIPTION have automatic or gravity dampers that close when the ventilation system is not 09.15.2023 PERMIT SET operating. 8. R403.7 Equipment sizing and efficiency rating. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies. The output capacity of heating and cooling equipment shall not be greater than that of the smallest available equipment size that exceeds the loads calculated, including allowable PHASE: oversizing limits. Equipment shall meet the minimum federal efficiency standards as referenced in Tables C403.3.2(1), C403.3.2(2), C403.3.2(3), C403.3.2(4), C403.3.2(5), PERMIT SET C403.3.2(6), C403.3.2(7), C403.3.2(8) and C403.3.2(9) and tested and rated in accordance with the applicable test procedure. 09.15.2023 9. R406.1 This section establishes additional energy efficiency requirements for all new construction covered by this code, including additions subject to Section R502 BEE PROJECT#: 2304-1013 and change of occupancy or use subject to Section R505 unless specifically exempted in Section R406. Credit from both Sections R406.2 and R406.3 are P.E.: JamesC. Freeling P.M.: Katsiaryna Bautista required. ENERGY: TelmanGasanov DRAFTER: N/A ©COPYRIGHT BEE CONSULTING PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: _ �-7A.-' )ATE:02/22/2024 WE.�ii cuasi cunt cuNSULTANTS, INC. THESE DRAWINGS ARE FOR GENERAL ARRANGEMENT OF DRAWINGS TO OBTA NODIMENOMATERIALS ON SITE SN C' E D Oct 13 2023 SHEET NAME: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENERGY CODE NOTES SHEET NUMBER: BE900 E 0 U to w m (2)2x STUDS @ HOEDOWN TOLEACH STUDS. EDGE N@ HOLDOWN 2x6" P.T. MUDSILL w/ ANCHOR BOLTS SIOLLTPLATE TO PER PLAN 12" MIN. AT MUDSILL ENDS AND JOINTS, WITH 7" 16d @ 4" O.C. MIN. EMBEDMENT. (U.N.O.) 8d @ 6" O.C. SEE SCHEDULE EDGE NAILING PER SCHEDULE FLOOR JOISTS (PER PLAN) SIMPSON STHD14RJ w/ EDGE NAIL 38-16d SINKERS TO DBL. STUDS FINISH 00 (STRAP LOCATION PER PLAN) GRADE (2) #4 BARS TOP CONTINUOUS #4 ® 16" O.C. VERT. @ CENTERLINE OF WALL #4 ® 10" O.C. HORZ. 10 MIL. 'BLACK' VISQUEEN 1 VAPOR BARRIER. 48" MAXIMUM UNYIELDING UNBALANCED 4" 8" 4" (2)#4 CONT. A EXTERIOR I I I I SHEARWALL s1 @ CRAWL SPACE 3/4"=1'-O" PLY. SHT'G. PER SCHEDULE (2)CS16 PER PLAN TO (2) 2x STUDS. FILL ALL HOLES w/ NAILS EDGE NAILING SUBFLR. 2x BLK'G. A35 @ 16"o.c. EDGE NAILING 2x4min. (or PER WALL ABV.) ® 16"o.c. P.T. PLATE w/ ANCHOR BOLTS OR EXP. BOLTS PER SCHEDULE EDGE NAILING 4Y"min. EMBED. (� EXP. BOLTS PER ° SHEAR WALL SCHEDULE .a d. �; FINISH GRADE a< 24„ B1 CONT. FOOTING w 3/4"=1'-O" 0 w Q J 00 00 m U `r D m .• -(2)2x SILL PLATE (2) ROWS (2) LAYERS 16d PER SCHEDULE -EDGE NAILING - DBL. LSL EDGE NAILING -SIMPSON STHD14 PER PLAN TO DBL. STUD -PLY. SHT'G. PER SCHEDULE SEDGE NAILING (2)#4 RE -BAR CONT. TOP & BOTTOM EXTENDED TO FAR FACE OF CONC. FINISH GRADE -UNYIELDING SOIL 2x WALL (2)2x STUDS ® HOLDOWN 2x P.T. MUDSILL w/ ANCHOR BOLTS PER PLAN 12" MIN. AT MUDSILL ENDS AND JOINTS, WITH 7" MIN. EMBEDMENT. (U.N.O.) SEE SCHEDULE (2) LAYERS 15# FELT ® STEM WALL TO DEPTH OF JOIST FLOOR JOISTS (PER PLAN) PYL. EDGE NAILING TO EACH STUDS @ HOLDOWN CONT. PLY. TO SILL PLATE SIMPSON STHD14 w/ 38-2 1/2x. 148 NAILS TO DBL. STUDS (STRAP LOCATION PER PL,�jV) 12d @ 3 O.C. 8d ® 6" O.C. EDGE NAILING PER SCHEDULE FINISH TOP FLANG GRADE cO HANGER 1;7- #4 BARS TOP - o CONTINUOUS Q z 0 'Cp 1 g p C• ERT Z J 6ENTE'RLINE OF W4LL pD C) 00 Ill y #4 ® 10 O.C. HORZ. 1- z m 6 MIL. 'BLACK' VISQUEEN 1° - VAPOR BARRIER. 1 00 UNYIELDING SOIL 4» 8" I (2)#4 CONT. (-Al EXTERIOR SHEARWALL s1 @ CRAWL SPACE 3/4"=1'-0" 3/4" T&G PLYWD. SUBFLOOR ON FLOOR JOISTS, GLUE AND NAIL w/ RINGSHANG NAILS \ 2X BLOCKING INSUL. PER ARCH. 1 X/4 (CLEAT - Tb PO)ST6d z P.T. POST PER 00 N z FND. PLAN ABU POST BASE PLY. EDGE 2x SILL PLATE w/ 5/s" ® HOLDOWN SIT DG ANCHOR BOLTS OR EXPANSION BOLTS PER (2)2x STUDS SCHEDULE STHD14 w/ 38-16d (2) #4 CONT. (TYP Yz;:SINKERS NAILS STRAP LOCATION EXPANSION PER PLAN JOINT/ THERMAL EDGE NAILING BREAK a II FINISH 1=1 11=1 11=1 I I=1 I I=1 • I• I_ GRADE . -III �I III -III -III 1=1 I I -III -III -I I' X Ld #4 @ 16" O.C. VERT. 1 I I I-1 I I-1 I1 z Q z J 1= b l l=1 11=1 11=1 Q #4 @ 10" O.C. HORZ. - ° 1 1-1 1-� I' - - a Y I-1 II -III -III- 00 00 It�m 11 I' II -I I_III=III= • 1= 00 STANDARD HOOK(TYP.) (2)#4 CONT. 48" MAXIMUM 4" 8" 4" UNBALANCED � EXT. SHEARWALL @ SLAB ONE STUD @ EACH SPLICE (T) 3/4"=1'-0" PLATE STUDS NOTE: SPLICE AND NAIL TOP PLATES AS SHOWN @ ALL EXTERI❑R WALLS, SHEAR WALLS, & AT EACH FLOOR LEVEL AND AT ROOF, \ DBL. TOP PLATE SPLICE 3 /4"=V-0" 10 MIL. BLACK ' VAPOR BARRIER PER FNDN. PLAN FOOTING DETAIL A35 or FLOOR PL) FLOOR JOIN (PER PLAN BEAM PER FND PLAN 90# FELT FOOTING PER PLAN J U UNDISTURBED SOIL SIMPSON H1 EA. END/EA. TRUSS PLY. EDGE NAILING 2x VENT BLK'G. w/ 1Y2" 0 VENT HOLES (AS REQ'D. PER ARCH.) w/ (2)16d TOE NAILED @ EA. TRUSS/ EA. END EDGE NAILING WALL SHT'G. PER SCHEDULE EXTERIOR WALL PLYWOOD PER SCHEDULE BOTTOM PLATE NAILING PER SCHEDULE EDGE NAILING PLY. SPLICE CONT. RIM EDGE NAILING PLY. PER SCHEDULE JOIST PERP. TO EXT. WALL 3 4=1-0 DOUBLE PORTAL FRAME ° ° ° ° ° ° I° ° I° ° 3 1/2"x11 1/4" MIN. HDR. (BUIILT-UP, SOLID SAWN, ° ° ° ° ° ° i° ° LGL, ETC.) ka ul °1° �° FASTEN T.PL. TO HDR. W 2 ROWS OF 16D SINKERS ®3" o.c. (TYP.) 2400 LB HDR. STRAP OPPOSITE SHEATHING AS SHOWN (SEE SECTION A -A) (TYP.) (MSTA24) Q °1.1 v °71 FASTEN SHEATHING TO HDR. W/ 8D COMMON ° NAILS IN 3" GRID PATTERN AS SHOWN AND 3" ox. o IN ALL FRMNG. (STUDS & SILLS) TYP. o °� - o-- o a---- -° o o-° °I° FOR FRAMES OVER 8", PANEL SPLICE (IF NEEDED) SHALL OCCUR WITHIN 24" OF MID -HEIGHT. BLOCKING IS REQUIRED. IF 2X_ BLOCKING IS USED THEN IT MUST BE STITCH NAILED W 1 ROW OF 16D SINKERS / 11 11 � 3 0. C. 3500 LB HOLD DOWN STRAP APPLIED OVER SHEATHING INSTALLED IN CONCRETE PER MANUFACTUREERS INSTRUCTION (STHD14) °1 - o a, ° -To o oF, °1 o r - of �'a a ° (2) 5/8 DIA. ANCHOR BOLT W/ 7» MIN. I la I I EMBEDMENT ® 8" ox. & 3"x3"x1/4" PLT. WASHER a a 16"W x 8"T CONT. FT'G. 12"x16" CONT. FTG. w/(2) #4 CONT. w/ (2) #4 BAR CONT., @ TOP & BOTTOM EXTEND TO FAR (TYP.) SIM. DETAIL E/S1 FACE OF CONC. HOOK ENDS (TYP.) FRONT ELEVATION MIN. LATERAL PANEL 3 4 =1 -0 BOTTOM PLAT PER SCHEDUL FLOOR PLYWO FLOOR J (PER PL, 8d @ 6 ROOF F 2x VEN BLK'G EDGE NAIL PLYWD SCHEDI 4)#4 VERT & PLAN RAFTERS @ O.C. APSON H2.5 IP ® EA. AFTER EAVE @ STICK -FRAME ROOF 3 /421=1 -0 22 EXT. WALL SHEATHING PER SCHEDULE EDGE NAILING PLY. SPLICE EDGE NAILING CONT. RIM EDGE NAILING EXTERIOR WALL JOIST PARALLEL TO EXT. WALL 3 74"=1'-0" rk SHEATHING FILLER IF NEEDED 2400 LB °I ° ° ° ° °� HDR. o-o ----- STRAP u (MSTA24) IJI I I 16D SINKERS 2 ROWS 3" ox. TYPICAL POST FRAME CONSTRUCITON °- �°1i° o--- o-° o-o - 01 o�°I° olol 7/16" MI THICKNESS 2x FRAMING WOOD STRUCTURAL PANELolo ° 1 °4o ° J° of, a s i__i a 16"W x 8"T CONT. A FT'G. w/ (2) #4 BAR CONT., (TYP.) SIM. DETAIL E/S1 SECTION A A- A TA U) Q A35 CLIP @ 16" O.C. TRUSS TO DBL. PLATE 8d ® 6" O.C., TYP. PLY. w/ EDGE NAILING TRUSS DRAG STRUT PERLd PLAN DESIGN FOR 300#/FT LATERAL LOAD 2x BLK'G. EDGE NAIL 24"o.c. w/ A35 EA. END PLY. PER SCHEDULE DRAG STRUT TRUSS RWZA i Nl (1)2x STUDS LSL RIM J❑IST @ EA HOLDOWN oN /-J❑IST PER PLAN CS16 STRAP/ FILL ALL HOLES w/ 8d NAILS O N (1)2x STUDS @ HOLDOWN STRAP HOLDOWN AT FLOOR 3/4"=V-0" SEE PLANS FOR # OF HOLD-DOWNS SHEARWALL SCHEDULE: SW_6 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d @ 6"o.c. ALL EDGES & 12"o.c. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 0 x 10" ANCHOR BOLTS @ 48"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d @ 4"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. SW-4 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2 PLYWOOD or 7/16 O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d @ 4"o.c. ALL EDGES & 12"o.c. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 0 x 10" ANCHOR BOLTS @ 32"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d @ 3"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. SW-3 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d @ 3"o.c. ALL EDGES & 12"o.c. FIELD. 2. a. BOLT (3)2x SILL PLATE TO CONCRETE w/ 5/8 b x 12" ANCHOR BOLTS ® 16"o.c. PER DETAIL D/S1 b. or BOLT 2x SILL PLATE TO CONCRETE w/ 5/8" 0 x 10" ANCHOR BOLTS ® 24"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d @ 4"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. 5. USE (2)2x STUDS @ 16"o.c. or PER DETAIL D/S1 IF APPLICABLE TYPICAL ROOF SHEATHING: 7/16" O.S.B., INDEX 40/20, UNBLOCKED, w/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW. NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY, OVER EXTERIOR WALLS, SHEAR WALLS, & DRAG STRUTS: 8d ® 6"o.c. ALL SUPPORTED EDGES: 8d ® 6"o.c. FIELD: 8d ® 12"o.c. TYPICAL FLOOR SHEATHING: 3/4" T&G O.S.B., INDEX 40/20, UNBLOCKED, LAID UP w/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS, GLUE & NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY, OVER EXTERIOR WALLS, SHEAR WALLS, & DRAG STRUTS: 8d ® 6"o.c. ALL SUPPORTED EDGES: 8d ® 6"o.c. FIELD: 8d ® 10"o.c. NOTES: 1. USE 3%3"x1/4" PLATE WASHERS ON ALL ANCHOR BOLTS. 2. THE PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) w/SHEATHING PER NDS 2015 EDITION (SDPWS) 4.3.6.4.3. 3. EXPANSION BOLTS MAY BE USED IN LIEU OF ANCHOR BOLTS w/ SAME SPACING & 4 1/2"min EMBEDMENT. 4. ALL POWDER DRIVEN NAILS SHALL BE 2 3/4" LONG(min.) x 0.156 SHANK 0. w/ MINIMUM 1 1/4" PENETRATION. 5. USE 20d NAILS @ 3x FRAMING MEMBERS. 6. a. 8d NAILS SHALL BE .131 x 2 1/2" LONG b. 10d NAILS SHALL BE .148 x 3" LONG C. 16d NAILS SHALL BE .162 x 3 1/2" LONG d. 20d NAILS SHALL BE .192 x 4" LONG SPECIAL INSPECTION PROGRAM ESTABLISHED PER CHAPTER 17 OF THE 2018 IBC, UNLESS NOTED OTHERWISE ALL SPECIAL INSPECTIONS SHALL BE CONTINUOUS, UNLESS NOTED OTHERWISE TYPES OF WORK PERIODIC CONTINUOUS COMMENTS SOILS: REF. PROJECT SPECIFICATIONS GRADING, EXCAVATION, & FILL REF. PROJECT SPECIFICATIONS DRILLED PIERS CONCRETE: PLACEMENT OF REINFORCING STEEL BOLTS CAST IN CONCRETE PLACING OF CONCRETE > 2,500 psi SPECIAL CASES: SHEAR WALL NAILING WOOD DIAPHRAGMS ADHESIVE ANCHOR INSTALLATION I X IPER ICC-ES EVALUATION REPORT EXPANSION BOLT INSTALLATION I IPER ICC-ES EVALUATION REPORT HOLD DOWNS &STRAPS PER FOOTNOTE #5 SPECIAL INSPECTION PROGRAM FOOTNOTES: 1. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 2. SPECIAL INSPECTOR SHALL BE HIRED BY THE PROJECT OWNER. 3. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM & THE SPECIAL INSPECTION AND TESTING AGREEMENT, PROVIDED BY LOCAL JURISDICTION. B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT PLANS & SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER & TO THE BUILDING OFFICIAL. C. FOR EACH INSPECTION, THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR, & OTHER DESIGNATED PARITIES IN A TIMELY MANNER. D. THE SPECIAL INSPECTOR SHALL FURNISH A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED, & WHETHER SAID WORK WAS IN CONFORMANCE WITH THE APPROVED PERMIT PLANS & SPECIFICATIONS, & THE APPLICABLE WORKMANSHIP PROVISIONS OF THE STATE OF WASHINGTON. 4. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: A. NOTIFY THE SPECIAL INSPECTOR AT LEAST 24 HOURS IN ADVANCE THAT THE WORK TO BE INSPECTED IS READY FOR SUCH INSPECTION. B. ENSURE THAT ALL WORK REQUIRING SPECIAL INSPECTION REMAINS ACCESSIBLE & EXPOSED UNTIL IT HAS BEEN OBSERVED & INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR, & APPROVED BY THE BUILDING OFFICIAL. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PLANS & SPECIFICATIONS AT THE JOBSITE. D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. 5. ALL SPECIAL REQUIREMENTS FOR SEISMIC & WIND RESISTING SYSTEMS AS REQUIRED BY IBC SECTION 1704.3.2 & 1704.3.3. U co o� �r- Z� Q N I 00 0 �^ V) (0 J (0LO � C L W y X W Z IL z L C) C) OD s co W r� N co V N 0� a) 00 Z W O ItM W _ � co W H 04 N 0 I (n ^� M _ ^� � �� W m Q W0 0 z O U L V J 0 Q ui -6 _0) :3 Z) W■ �U^ V J Q M Cu VJ , RESUB Jan 29 2024 CITY OF EDMONDS DEVELOPMENT SERVICES ` DEPARTMENT BLD2023-f2?LP` �aher2aQ, ``� v0F WABy/Ak 0 9 z r SSIONAL 1 NCB %*�/ram Project FOR COMPLIANCE VITH I HE APPLICABLE ES ID ® BUILDING NTIFIED BELOW. STRUCTURAL Project No. ❑ MECHANICAL PLUMBING ELECTRICAL ❑ ACCESSIBILIT ENERGY FIRE Drawn By PLAN REVIEW ACCEI TANC OF DOCUMENTS DOES NOT AUTHOF ZE CONSTRUCTION TO PROCEED IN VIOLA ION OF UK LUI AL REGULATIONS. ANY FEDERAL, Date 06-05-2023 /• BY: _O+7G )ATE:02/22/2024 WE5 i cuAzii cuut cumSULTANTS, INC. Sheet si 2%18" PLOT = 1/2 SCALE E 0 U i Lu 1. m 2. GENERAL STRUCTURAL NOTES (The following applies unless specifically indicated otherwise on the plans.) ALL MATERIALS & WORKMANSHIP, DESIGN, & CONSTRUCTION SHALL CONFIRM TO THE REQUIREMENTS OF THE DRAWING SPECIFICATIONS, INTERNATIONAL BUILDING CODE, 2018 EDITION. DESIGN CRITERIA ROOF LIVE LOAD (SNOW) 25 psf SPRINKLERS 2.0 psf (IF APPLICABLE) FLOOR LIVE LOAD (RESIDENTIAL) 40 psf FLOOR LIVE LOAD (DECK) 60 psf (1.5x AREA SERVED) HANDRAILS & GUARDS RAIL LINE LOAD: 50 psf RAIL CONCENTRATE LOAD: 200# STAIR & CORRIDOR LIVE LOAD 100 psf MECHANICAL UNITS WEIGHTS AS FURNISHED BY MFG. WIND 100mph (BASIC WIND SPEED) EXPOSURE 'B' (RISK CATEGORY II) Kzt = 1.20 EARTHQUAKE Ss=1.60 S11 =.57 (CLASS 'D') LIGHT FRAMED SHEAR WALL R=6.5 ALLOWABLE SOIL PRESSURE 2500 psf PER SOI L S REPORT ES-9113 BY EART H SOL LIT IONS NW L L C DATED ONAPRIL 12, 2023. SEE PLANS & COMPUTATIONS FOR ADDITIONAL LOADING CRITERIA PER I.B.C. SECTION 1603 & SECTION 1607 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION w/ ARCHITECTURAL DRAWINGS FOR BIDDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS & CONDITIONS FOR COMPATIBILITY & SHALL NOTIFY THE ARCHITECT & STRUCTURAL ENGINEER, OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION TO ALLOW ARCHITECT & ENGINEER TO COMPLETE PROPER REVISIONS TO THE WORK. 4. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED & IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 psf. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, & CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING (e) CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY & MUST BE FIELD VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING & SHORING FOR THE STRUCTURE & STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS & THE METHODS, TECHNIQUES, SEQUENCES & PROCEDURES REQUIRED TO PERFORM HIS WORK. 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT & THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW & APPROVAL BY THE ARCHITECT & STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE & ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWINGS FOR STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, OPEN WEB WOOD TRUSSES, & PLYWOOD WEB JOISTS SHALL BE SUBMITTED TO THE ARCHITECT & STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS. 11. SHOP DRAWINGS REVIEW: DIMENSIONS & QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, & THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW & STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE & ONE COPY; REPRODUCIBLE WILL BE MARKED & RETURNED. SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH & INSTALL & BY DETAILING THE FABRICATION & INSTALLATION METHODS HE INTENDS TO USE. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS & THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS & SPECIFICATIONS SHALL CONTROL & SHALL BE FOLLOWED. GEOTECH N I CAL 12. FOUNDATION NOTES: SUB -GRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, & FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL or BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (or IN DETAILS) ARE MINIMUM & FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB & SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL & PROVIDE FOR SUBSURFACE DRAINAGE. STRUCTURAL FILL: AS APPLICABLE PER SITE CONDITIONS OR AS DIRECTED BY THE SOILS ENGINEER. FOLLOW ALL RECOMMENDATIONS & SPECIFICATIONS AS GIVEN PER THE SOILS REPORT. CONCRETE 13. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c= 2,500 psi & MIX SHALL CONTAIN NOT LESS THAN 5 1 /2 SACKS OF CEMENT PER CUBIC YARD & NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO I.B.C. THE AMOUNT SHALL BE 4% + 1 % BY VOLUME. f'c = 3,000 psi. 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615, (INCLUDING SUPPLEMENT S1) GRADE 60, fy = 60,000 psi. EXCEPTION: COLUMN TIES, BEAM STIRRUPS, BARS TO BE FIELD BENT, BARS TO BE WELDED & ANY OTHER BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy = 40,000 psi REINFORCING COMPLYING WITH ASTM A706 (S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4 ARE SUBMITTED. NO REINFORCING SHALL BE WET -SET UNLESS SPECIFICALLY SO DETAILED. WELDED WIRE MESH SHALL CONFORM TO ASTM A-185. 15. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS & BENDS) IN ACCORDANCE WITH ACI 318-19. LAP ALL CONTINUOUS REINFORCEMENT 58 BAR DIAMETERS (2'-6" min.). PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS (2'-6" min.). LAP ADJACENT MATS OF WELDED WIRE FABRIC TWO SQUARES (min. OF 12") AT SIDES & ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS & OTHER UNFORMED SURFACES, EARTH FACE 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER #6 BARS OR LARGER 2" #5 BARS OR SMALLER 1 1 /2" COLUMN TIES OR SPIRAL & BEAM STIRRUPS 1 1 /2" SLABS & WALLS (INTERIOR FACE) 3/4" CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS & DIMENSIONS OF DOOR & WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE & LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, & OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE & PRECAST. 17. NON -SHRINK GROUT (3,OOOpsi MINIMUM STRENGTH) SHALL BE FURNISHED BY AN APPROVED MANUFACTURER & SHALL BE MIXED & PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED RECOMMENDATIONS. STEEL 18. STRUCTURAL STEEL DESIGN, FABRICATION, & ERECTION SHALL BE BASED ON ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, & ERECTION OF STRUCTURAL STEEL BUILDINGS", LATEST EDITION, PLUS ALL REFERENCES CODES. 19. STRUCTURAL WIDE FLANGE SHAPES TO CONFORM TO ASTM A992, Fy = 50 ks OTHER STRUCTURAL STEEL INCLUDING PLATES SHALL CONFORM TO ASTM A36, Fy = 36 ksi STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E, OR S, GRADE B, Fy = 35 ksi STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, Fy = 46 ksm BOLTS SHALL CONFORM TO ASTM A307(CONNECTION BOLTS A325-N) EXPANSION SHALL BE "PARABOLT" or APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATION. EXPANSION BOLTS SHALL ALSO BE SIMPSON STRONG BOLT INSTALLED PER ICC-ESR REQUIREMENTS OR EQUAL. 20. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. & A.W.S. STANDARDS & SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PRE -QUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70XX ELETRODES & PER ASTM A706. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. A I A '7ENERAL: 41_1_ WELDING IS REQUIRED TO BE DONE BY A WABO CERTIFIED WELDER & HAVE SPECIAL INSPECTIONS BY WABO CERTIFIES NSPECTION AGENCY, OR BE DONE IN A WABO CERTIFIED FABRICATION SHOP. SAVE EITHER THE SPECIAL INSPECTION REPORT OR WABO FABRICATION SHOP CERTIFICATION AVAILABLE ON SITE FOR THE 3UILDING INSPECTOR. �i��d��11►ieAr 1) WELDING SHALL CONFIRM TO AWS D1.1 & VISUALLY CONFIRM TO AWS SECTION 6 & TABLE 6.1. FABRICATION/ERECTION INSPECTIONS BY THE CONTRACTOR PER AWS D1.1 SECTION 6, SHALL BE BY ASSOCIATE/CERTIFIED INSPECTORS (AWI/CWI) PER AWS QC1 OR AWS B5.1. SPECIAL INSPECTIONS (VERIFICATION INSPECTIONS SHALL BE BY A CERTIFIED WELDING INSPECTOR (WI) OR SENIOR WELDING INSPECTOR (SWI) PER AWS B5.1 2) WELDERS SHALL BE QUALIFIED FOR THE SPECIFIC PRE -QUALIFIED JOINTS REQUIRED BY THE DESIGN & CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS. 3) WELDING SHALL BE DONE IN ACCORDANCE WITH APPROPRIATE WELD PROCEDURE SPECIFICATIONS (WPS's). WELDERS SHALL BE FAMILIAR WITH THE APPLICABLE WPS's. 4) WELDING SHALL BE DONE WITH AWS PRE -QUALIFIED WELDING PROCESSES UNLESS OTHERWISE APPROVED. 5) WELDER QUALIFICATIONS & WPS's SHALL BE MAINTAINED AT THE SITE OF THE WORK & SHALL BE READILY AVAILABLE FOR INSPECTION UPON REQUEST, BOTH IN THE SHOP & IN THE FIELD. 6) USE E70 OR E71T, 70ksi STRENGTH ELECTRODES APPROPRIATE FOR THE PROCESS SELECTED. 22. FABRICATION: 1) CONFORM TO AISC 303, SECTION 8 & AISC 360 SECTION M2 & M5. 2) STRUCTURAL WELDING & QUALIFICATIONS SHALL CONFORM TO THE AWS D1.1 23. VERIFICATION INSPECTION: 1) STRUCTURAL WELDING INSPECTIONS & QUALIFICATIONS SHALL CONFIRM TO THE AWS D1.1. SEE WELDING NOTES & SPECIAL INSPECTIONS FOR STRUCTURAL STEEL. 2) SPECIAL INSPECTOR SHALL REVIEW THE PROCEDURES FOR COMPLETENESS & ADEQUACY RELATIVE TO THE CODE & THE WORK. FURTHER SHOP SPECIAL INSPECTIONS MAY BE WAIVED IF THE FABRICATOR IS "AISC CERTIFIED" OR OTHERWISE "APPROVED" BY THE AUTHORITY HAVING JURISDICTION PER IBC SECTION 1704.2.2 SEE SPECIAL INSPECTIONS FOR STRUCTURAL STEEL. 24. ERECTION: 1) CONFIRM TO AISC 303, SECTION 7 "ERECTION", SECTION 8 "QUALITY ASSURANCE." & AISC 360, SECTION M4. 2) THE ERECTOR SHALL MAINTAIN DETAILED FABRICATION & ERECTION QUALITY CONTROL PROCEDURES THAT ENSURE THAT THE WORK IS PERFORMED IN ACCORDANCE WITH AISC 360 SECTION M, AISC 303, & THE CONTRACT DOCUMENTS. 3) STEEL WORK SHALL BE CARRIED UP TRUE & PLUMB WITHIN THE LIMITS DEFINED IN AISC 303, SECTION 7.13. 4) STRUCTURAL WELDING TO CONFORM TO THE AWS D1.1 & APPLICABLE WELDING NOTES ABOVE. 5) SPECIAL INSPECTOR SHALL INSPECT THE STEEL FRAMING TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE CONTRACT DOCUMENTS INCLUDING MEMBER SIZE, LOCATION, BRACING & THE APPLICATION OF PROPER JOINT DETAILS AT EACH CONNECTION. 25. BRACING & SAFETY PROTECTION: THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING & SAFETY PROTECTION REQUIRED BY AISC 360 SECTION M4.2 & AISC 303 SECTION 7010 & 7.11. 26. PROTECTIVE COATING REQUIREMENTS: 1) SHOP PAINTING: CONFORM TO AISC 360 SECTION M3 & AISC 303 SECTION 6.5 UNLESS A MULTI -COAT SYSTEM IS REQUIRED PER THE PROJECT SPECIFICATIONS. 2) INTERIOR STEEL: a. UNLESS NOTED OTHERWISE, DO NOT PAINT STEEL SURFACES TO BE, 1. WELDED; IF AREA REQUIRES PAINTING, DO NOT PAINT UNTIL AFTER WELD INSPECTION & NON-DESTRUCTIVE TESTING REQUIREMENTS, IF ANY, ARE SATISFIED. b. INTERIOR STEEL, EXPOSED TO VIEW, SHALL BE PAINTED WITH ONE COAT OF SHOP PRIMER UNLESS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS. FIELD TOUCH-UPS TO MATCH THE FINISH COAT OR AS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS. 27 29 30 01 32 WOOD FRAMING LUMBER SHALL BE KILN DRIED OR MC-15 (MC-192), & GRADED & MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16 (172), LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2x MEMBERS) HEM -FIR #2 BEAMS & STRINGERS DOUGLAS FIR #1 POSTS & TIMBERS DOUGLAS FIR #1 STUDS, PLATES & MISC. LIGHT FRAMING DOUGLAS FIR or HIM -FIR STAND. GRADE TOP & BOTTOM PLATES @ BEARING & SHEAR WALLS DOUGLAS FIR #1 or CONST. GRADE BOLTED STUDS, LEDGERS & PLATES HEM -FIR #2 or CONST. GRADE 2 2x6 STUDS HEM -FIR #2 or HEM -FIR CONST. GRADE 2 GLUE -LAMINATED MEMBERS SHALL BEAR AN AITC IDENTIFICATION MARK & SHALL BE ACCOMPANIED BY AN AITC CERTIFICATION OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb= 2,400 psi, Fv = 240 psi. ALL CONT. & CANTILEVER BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2,400 psi, Fv = 240 psi. LAMINATED VENEER LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH ICC-ES ESR-1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.8E, Fb = 2,600 psi, Fv = 285 psi. LAMINATED STRAND LUMBER (TIMBERSTRAND LSL) SHALL BE FABRICATED IN CONFORMANCE WITH CODE EVALUATION ICC ES ESR-1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.55E, Fb = 2,325 psi, Fv = 310 psi. PARALLEL STRAND LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH ICC-ES ESR-1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE DOUGLAS FIR, GRADE 2.OE, Fb = 2,900 psi, Fv = 290 psi [DEFERRED SUBMITTAL] PREFABRICATED OPEN WEB WOOD TRUSSES (or COMBINATION WOOD & METAL) SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS & CONDITIONS SHOWN ON THE PLANS & SHALL BE FURNISHED & INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRACING, BRIDGING, BLOCKING, PRE -NOTCHED PLATES ETC., SHALL BE DETAILED & FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS & DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT & THE STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PERMANENT & TEMPORARY BRIDGING & BRACING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 33. PLYWOOD SHEATHING SHALL BE GRADE C-D EXTERIOR GLUE or STRUCTURAL II, EXTERIOR GLUE ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE 1 RATING & PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX & NAILING REQUIREMENTS. STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. 34. ALL WOOD PLATES & BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN A.W.P.A. APPROVED PRESERVATIVE. PROVIDE 2-LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., & CONCRETE OR MASONRY. 35. TIMBER CONNECTORS CALLED OUT BY LETTERS & NUMBERS SHALL BE BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL or GREATER LOAD CAPACITIES. PROVIDE NUMBER & SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTORS STRAPS CONNECT TWO MEMBERS, PLACE HALF OF THE NAILS or BOLTS IN EACH MEMBER. AS ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO TM A307. PROVIDE WASHERS UNDER THE HEADS & NUTS OF ALL BOLTS & LAG SCREWS BEARING ON WOOD UNLESS NOTED OTHERWISE. ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED & DRIED & THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. ALL TRIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. TJI JOIST HANGERS PER MANUFACTURER TJI SHOP DRAWINGS (U.N.O.) 36. PROTECTION OF CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD ALL BOLTS, NAILS, JOIST HANGERS & ANY OTHER CONNECTORS SHALL BE HOT DIPPED GALVANIZED FASTENERS RECOMMENDED TO CONFORM WITH ASTM STANDARD A-153 & HOT DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM A165, CLASS G-183. STAINLESS STEEL FASTENERS & CONNECTORS SHOULD BE TYPE 304 OF 316 SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX 9158 (HOT DIPPED GALVANIZED) & SST3000 (STAINLESS STEEL). 37. ALL WOOD FRAMING DETAILS - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. A. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. B. AT SAWN TIMBER JOIST AREAS: PROVIDE CROSS -BRIDGING @ 8'-0"o.c. max. SPACING & SOLID BLOCKING AT BEARING POINTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. C. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN HALF THE JOIST LENGTH & DOUBLE JOIST HEADERS & DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN FLOORS & ROOFS UNLESS DETAILED OTHERWISE. COORDINATE SIZE & LOCATION OF ALL OPENINGS WITH ARCHITECTURAL & MECHANICAL DRAWINGS. D. PROVIDE TWO 2x10 HEADERS OVER & DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED OTHERWISE. E. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS & MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW. F. PROVIDE CONTINUOUS SOLID BLOCKING AT MID OF ALL STUDS OVER 10' IN HEIGHT. G. TOENAIL JOISTS TO SUPPORTS WITH 2-16d NAILS. ATTACH ALL BEAMS AT THE ROOF EXCEEDING 8'-0" IN LENGTH TO SUPPORTS WITH ST22 STRAP EACH END. H. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH "U" SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE. I. WALL FRAMING ALL STUD WALL SHOWN & NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16"o.c. AT INTERIOR WALLS & 2x6 STUDS @ 16" o.c. AT EXTERIOR WALLS. J. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, & OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR EQUIVALENT DEVICES BY OTHER MANUFACTURES MAY BE SUBSTITUTED. PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL LOAD CAPACITIES. K. INDIVIDUAL MEMBERS OF BUILT-UP POSTS & BEAMS SHALL EACH BE ATTACHED WITH 16d NAILS @ 6"o.c. STAGGERED. L. ALL WOOD STUDS WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ 6" o.c. STAGGERED UNLESS SHOWN OTHERWISE. M. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. N. PLYWOOD ROOF SHEATHING & FLOOR SHEATHING UNLESS OTHERWISE NOTED ON PLANS SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS & NAILED WITH 8d NAILS @ 6" o.c. TO FRAMED PANEL EDGES & OVER STUD WALLS SHOWN ON PLANS & @ 12"o.c. (10"o.c. AT FLOORS TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED EDGE CLIPS @ 16"o.c. AT UNBLOCKED ROOF SHEATHING EDGES. PROVIDE SOLD BLOCKING AT LINES OF SUPPORT AT FLOORS. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS @ 12"o.c. UNLESS OTHERWISE NOTED IN THE SHEAR WALL SCHEDULE. 0. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. P. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 6"o.c. STAGGERED or BOLTED TO CONCRETE WITH 5/8" DIA. ANCHOR BOLTS @ 4'-0"o.c. UNLESS SHOWN OTHERWISE. Q. PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED) 8d @ 6"o.c. AT SHEET EDGES 8d @ 12"o.c. AT INTERMEDIATE BEARING POINTS R. 1. PROVIDE ABU POST BASE @ ISOLATED POSTS TO CONCRETE CONNECTION 2. PROVIDE (2)A35 CLIPS @ TOP & BOTTOM OF ALL POST TO OTHER FRAMING MEMBERS 3. PROVIDE AC or LICE POST CAP @ ISOLATED POSTS TO BEAM CONNECTIONS 4. PROVIDE MIN. (2)A35 CLIPS @ POST TO BEAM CONNECTION (U.N.O.) 5. PROVIDE (2)CS16 x 30" AT ALL CUT DOUBLE TOP PLATES, TYPICAL. S. PROVIDE (2)CS16 x 36" AT ALL CUT DOUBLE TOP PLATE, TYP. T. ANCHORAGE: EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2508. MINIMUM BASE MATERIAL TEMPERATURE IS 507. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE & DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION & EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT & ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL & OVERHEAD INSTALLATIONS. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "AT-XP" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH IAMPO REPORT NO. ER-0281. MINIMUM BASE MATERIAL TEMPERATURE IS 147. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE & DIMENSIONS, LOCATIONS, ADHESIVE IDENTIFICATIONS & EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, & ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL & OVERHEAD INSTALLATIONS. PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,ORLOCAL REGULATIONS. BY:�7�' IATE:02/22/2024 WEzii cuasi cunt cuivSULTANTS, INC. UM C) o rn zM � Q N _ 0 O C %1 �CO- 1 f L W X WZ li N zC) L 0) M w I"� O N m `J� a N °° ZLo E w o _ �w M W cM N O U a� w 00 IY Q U) 0 z W 0 z° Z 0 0 W A-0 � J co LL W co a� Q c � s5 (7PQp �p� ��OG p P� 3` � J NG�� 55LO RESUB Jan 29 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-1219 �Taherza� jN - OV WWASly % 24 r :* /ONAL'0�Cl r/' fIro r-Pb2tZi` Project Project No. Drawn By Date 06-05-2023 Sheet S3 12%18" PLOT = 1 /2 SCALE 018 Wash gto S a e E ergy C de - Residen al Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 20211 Version 1.1 These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). Ct Inmotion _ Contact Information FULTON RESIDENCE Pavlo Serdechnyl, Energy Designer 654 4TH AVE S. EDMONDS WA 98020 vlo bee -en ineers.com 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 Representod e I I Date 11 09/15/2023 I All Climate Zones Mable R402.1.1 R-Value' U-Factor e Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC bye n/a n/a Ceiling a 49 0.026 Wood Frame Wall g,h 21 int 0.056 Floor 30 0.029 Below Grade Wall 01 10/15/21 int+TB 0.042 Slab 6f 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-valuespecified 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 slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section 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 cl ma e z e 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 Washington State Energy Code - Residential 1 Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in #1 or #3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 and 4NJ Heating Credits - select ONE Options Fuel Normalization Descriptions heating option User Notes 1 Combustion heating minimum NAECAb 0.0 ❑ 2 Heat pumpF 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 OpWn8 Energy Credit Option Descriptions Credits - select ONE energy option from each category d 0.5 0 1.1 Efficient Building Envelope 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 2.0 ❑ 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 Li 2.0 ❑ 3.18 High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.38 High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 0 3.68 High Efficiency HVAC 2.0 ❑ 4.1 1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 1 High Efficiency HVAC Distribution System 1.0 ❑ 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Summary of Table Energy Energy Credit Option Descriptions (cont.) options d 5.1d Efficient Water Heating R40&2 (cont.) Credits - select ONE energy option from User Notes each cate o d 0.5 ❑ 5.2 Efficient Water Heati rig 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating 2.0 ❑ 5.6 Efficient Water Heating 2.5 0 6.1e Renewable Electric Energy (3 credits max) 1.0 Q 7.1 Appliance Package 0.5 0 Total Credits 1 6.0 Cak:u late Total Gear 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 5. Option 5.1 may be combined with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. Prescriptive Path - Single Family 2018 Washington State Energy Code-R 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) 3 Table 406.3 - Energy Credits (Single Family) Option Description Credits: SF 1. EFFICIENT BUILDING ENVELOPE OPTIONS Only one option from Items 1.1 through 1.7 may be selected in this category. Compliance with the conductive UA targets is demonstrated using Section R402.1.4, Total UA alternative, where [1- (Proposed UA/Target UA)] >the required %UA reduction. Prescriptive compliance is based on Table R402.1.1 with the following modifications: 1.1 0.5 Vertical fenestration U = 0.24 Table 406.3 - Energy Credits (Single Family) Option Description Credits: SF 3. HIGH EFFICIENCY HVAC EQUIPMENT OPTIONS Only one option from Items 3.1 through 3.6 may be selected in this category. 3.5 s Air -source, centrally ducted heat pump with minimum HSPF of 11.0.4 1.5 Table 406.3 - Energy Credits (Single Family) Option Description Credits: SF S. EFFICIENT WATER HEATING OPTIONS Only one option from Items 5.2 through 5.6 may be selected in this category. Item 5.1 may be combined with any option. Water heating system shall include one of the following: Electric heat pump water heater with a minimum UEF of 2.9 and utilizing a split system configuration with the air -to -refrigerant heat exchanger located outdoors. Equipment shall meet Section 4, requirements for all units, of the NEEA standard Advanced Water Heating Specification with the UEF noted above or 5.6 2.5 For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Ter III of NEEA's advanced water heating specification and utilizing a split system configuration with the air -to -refrigerant heat exchanger located outdoors, shall supply domestic hot water to all units. If one water heater is serving more than one dwelling unit, all hot water supply and recirculation piping shall be insulated with R-8 minimum pipe insulation. s 7. APPLIANCE PACKAGE OPTION All of the following appliances shall be new and installed in the dwelling unit and shall meet the following standards: Dishwasher- Energy Star rated Refrigerator (if provided) - Energy Star rated Washing machine- Energy Star rated 7.1 Dryer- Energy Star rated, ventless dryer with minimum CEF rating of 5.2 0.5 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall show the appliance type and provide documentation of Energy Star compliance. At the time of inspection, all appliances shall be installed and connected to utilities. Dryer ducts and exterior dryer vent caps are not permitted to be installed in the ,dwelling unit. Prescriptive Path - Single Family 2018 Washington State Energy Code-R 2 Prescriptive Path - Single Family 2018 Washington State Energy Code-R 4 Window, Skylight and Door Schedule Project Information FULTON RESIDENCE 654 4TH AVE S. EDMONDS, WA 98020 Ref. U-factor Exempt Swinging Door (24 sq. ft. max.) 113 10.37 Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U-factor 1 Arch 0.23 2 Arch 0.23 3 Arch 0.23 4 Arch 0.23 5 Arch 0.23 6 Arch 0.23 7 Arch 0.23 8 Arch 0.23 9 Arch 0.23 10 Arch 0.23 11 Arch 0.23 12 Arch 0.23 13 Arch 0.23 15 Arch 0.23 16 Arch 0.23 17 Arch 0.23 18 Arch 0.23 19 Arch 0.23 20 Arch 0.23 21 Arch 0.25 22 Arch 0.30 22 w Arch 0.23 Overhead Glazing (Skylights) Component Contact Information BEE Consulting LLC 170 W Dayton St., Suite 206, Edmonds, WA 98020 Pavlo Serdechnyi, pavlo@bee-engineers.com Width Height Qt. Feet Inch Feet Inch 1 2 8 7 0 Width Height Qt. Feet l"`" Feet Inch NE-E-� =MEMO =-®-� IN-®-� IN -ENE IE-E-O M-O-W M-E-E IE-E-® M-®-® M-E-® MMEME M-®-E M-E-E M-E-E NE-®-� M-®-E =MEMO M-E-E M-®-E MMOMO M-®-E --E-E Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Description Ref. U-factor Width Height Qt. Feet Inch Feet Inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) Area UA 18.71 6.91 0.01 0.00 Area UA 23.5 5.41 30.5 7.02 30.5 7.02 23.5 5.41 45.81 10.52 30.5 7.02 30.5 7.02 22.2 5.11 22.2 5.11 17.61 4.05 29.5 6.79 14.6 3.37 13.4 3.09 24.8 5.69 24.8 5.69 11.7 2.69 19.1 4.39 15.2 3.50 15.2 3.50 107.1 26.78 26.3 7.88 5.0 1.14 0.0 0.00 583.7 138.23 0.24 Area UA 60241 145.13 FORM J1AE• ABRIDGED VERSION of MANUALJ 8TH EDITION Project I FULTON RESIDENCE, Whole House Design State & City Washington Edmonds Indoor Design Hea ing db 72 Outdoor Winter 99 % db 24 HTD 48 ACCX- Indoor Design Cooling db 75 Outdoor Summer 1 % db 82 CTD 7 Indoor Design Cooling RH 50 % Grains Difference 3 Daily Range Medium Latitude 47 Elevation 7 ACF 1.000 Block Load Glass Direction Construction Detail Heating HTM Cooling HTM Net Area Heating BTUH Cooling BTUH 6A Windows & Glass Doors N 8 11.04 9.00 22 245 200 N 9 11.04 9.00 22 245 200 N 10 11.04 9.00 18 195 159 N 11 11.04 9.00 30 326 266 N 12 11.04 9.00 15 162 132 N 13 11.04 9.00 13 148 121 ENV 1 11.04 28.00 24 260 659 ENV 4 11.04 28.00 24 260 659 ENV 6 11.04 28.00 31 337 854 ENV 7 11.04 28.00 31 337 854 ENJ 22 14.40 28.00 26 378 735 S 2 11.04 18.00 31 337 549 S 3 11.04 18.00 31 337 549 S 5 11.04 18.00 46 505 824 S 21 12.00 18.00 107 1286 1928 S 15 11.04 18.00 25 273 446 S 16 11.04 18.00 25 273 446 N 17 11.04 9.00 12 129 105 N 18 11.04 9.00 19 211 172 ENV 19 11.04 2B.00 15 168 427 ENJ 20 11.04 2B.00 15 168 427 ENJ 22_W 11.04 28.00 5 55 139 6B Skylights 7 Wood & Metal Doors a b c 13! Opaqueswin door 17.76 7.77 19 332 145 8 Above Grade Walls a 2! 2x6 R-21int @ 16" o.c. 2.59 0.30 2758 7149 834 b c d e Partition Walls f 9 9 Below Grade Walls a b 10 Ceilings a 1 / R-49 attic insulation 0.96 0.14 2332 2239 326 b c Partition Ceilings d e 11 Passive Floors a b Exposed Floors c 3! R-30 batt insulation 1.44 0.21 2332 3358 490 Slab (Perimeter Ft.) d Basement Floor e Partition Floors f g 12 Infiltration Envelope Leakage Average I Heated & Cooled 1 Floor Area = S . Ft. 2333 Above Grade = Cu. Ft. 25879 8344 531 No. of Fireplaces 1 13 Internal Gains Number of Bedrooms 2 Occupants 3 690 Appliance - 1200 BTUH 1200 14 Sub Totals 28056 15067 15 Duct Loss & Gain 7F-Ducts in Conditioned Space I R-Value = 6 1 Leakage Class .12l.24 0 Installed Square Feet of Surface or Default = 1 Supply 1 Return 1 16 lVentilation Combustion Air From Conditioned Space Furnace ® Water Heater None 19 IBlower Heat Gain Manufacturers performance data has blower heat discount 20 ITotal Sensible Loss or Gain 28056 15067 Project address: 654 4TH AVE S. EDMONDS, WA 98020 BEE Consulting LLC 170 W Dayton St., Suite 206, Edmonds, WA 98020 Pavlo Serdechnyi pavlo@bee-engineers.com 21 Latent Infiltration load for cooling 141 Latent load for occupants 600 Latent load fbrl plants Small Medium Large Latent load for duct in unconditioned space Latent ventilation load for cooling . a en m 1 741 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ❑ ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS. BY: _IV a+.'7�-•-l�' tATE:02/22/2024 WEsf GUAtir cvU& GUNSULTANTS, INC B.E.E. CONSULTING, LLC. 170 W. DAYTON, SUITE 206 PH: (425) 672 3900 EDMONDS, WA 98020 FAX: (425) 712 8608 w z w U; o o w� U) > a w Q � 0 � o J W U. DATE DESCRIPTION 09.15.2023 PERMIT SET PHASE: PERMIT SET 09.15.2023 BEE PROJECT #: 2304-1013 P.E.: James C. Freeling P.M.: Katsiaryna Bautista ENERGY: Telman Gasanoy DRAFTER: N/A ©COPYRIGHT BEE CONSULTING LJJ Q L CD THESE DRAWINGS ARE FOR GENERAL ARRANGEMENT OF MATERIALS ON SITE CONDITION E D DRAWINGS TO OBTAIN DIMENSI(�jS� Oct 13 2023 SHEET NAME: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BUILDING ENVELOPE ENERGY FORMS SHEET NUMBER: BE901 3 284ANV EVOLUTION@ EXTREME VARIABLE SPEED HEAT PUMP WITH PURON® REFRIGERANT 2 TO 5 NOMINAL TONS PRODUCT DATA LEIyant Industry leading Features / Benefits Energy Efficiency • Up to 24 SEER, 15 EER, 13 HSPF • N icrotube TechnologyTM refrigeration system • Indoor air quality accessories available Sound • Sound level as low as 51 dBA in low speed. Comfort • Variable speed compressor with capacity range from 25-100% • Air cooled Inverter variable speed drive - System requires Evolution Control - Energy Tracking capability with the Evolution Control Wall Control w/latest software version (Energy Tracking has the ability to monitor and estimate the energy consumption of your Evolution system.) Reliability • Non -ozone depleting Puron® refrigerant • Front -seating service valves • High pressure switch • Discharge pressure transducer • Electronic expansion valve (EXV) for heating, TXV for cooling • Filter drier (field installed) • Internal crankcase heater standard Flexibility and installation: • 2 control wires to outdoor unit • Minimum and maximum airflow adjustments EVOLUTIOIP Compressor heating capacity control EXTREME Hybrid HeatTM Dual Fuel capable Bryant's 284ANV Evoution® Extreme is a breakthrough product Durability providing up to 13 HSPF heating efficiency and up to 24 SEER cooling efficiency. The variable speed capacity control results in strong heating DuraGuardTM protection package: capacity as the outdoor temperature drops resulting in less reliance on Solid, Durable sheet metal construction auxiliary heat. Lower speed operation, when needed in cooling, for Steel louver coil guard enhanced comfort and dehumidification. Baked -on, complete outer coverage, powder paint This product has been designed and manufactured to meet Energy Star® Applications criteria for energy efficiency when matched with appropriate coil Long -line - up to 250 feet (76.2 m) total equivalent length, up to 200 components. Refer to the combination ratings in this Product Data for feet (60.96 m) condenser above evaporator, or up to 80 ft. (24.38 m) system combinations that meet Energy Star guidlines. evaporator above condenser (See Longline Guide for more NOTE: Ratings contained in this document are subject to change at any information.) time. Always refer to the AHRI directory (www.ahridirectory.org) for the most up-to-date ratings information. Tested AHRI Combination Ratings* NOTE: Ratings contained in this document are subject to change at anytime. ForAHRI ratings certificates, please refer to theAHRI directory www.ahrid irectory.org Additional ratings and system combinations can be accessed via the Bryant database at: www.MyBryantRatings.com Equipment performance calculator can be accessed at: http://rpmob.wriahtsoft.com/ Model Number Coil Model Number Clg Cap High EER SEER ID Heating 4TF Temp HSPF Heating 17GF Temp High Low Capacity COP Capacity COP 284ANVO24-A FE4ANF002L+U1 23400 14 22.0 850 500 24,000 3.78 11 24,400 2.62 284ANVO36-A FE4AN(B,F)005L+UI 34600 13.5 22.5 1100 550 35,000 3.80 11 32,800 2.54 284ANVO48-A FE4ANB006L+U1 46000 13.5 22.0 1600 600 46,000 3.92 11 42,500 2.60 284ANVO60-A FE4ANB006L+U1 58500 13 21.0 1625 900 59,000 3.36 11 49,500 2.66 * Ratings are net values reflecting the effects of circulating fan heat. Supplemental electric heat is no[ included. Ratings are based on: Cooling Standard: 80°F (27°C) db 67 °F (19 °C) wb indoor entering air temperature and 95 °F (35 °Q db air entering outdoor unit. High -Temp Heating Standard: 70oF (21`C) db indoor entering air temperature and47oF (S"C) db 43°F (6"C) wb air entering outdoor unit. Low -Temp Heating Standard: 70oF (21`C) db indoor entering air temperature and 17'F (-SoC) db 15-F (-9'C) wb air entering outdoor unit. COP - Coefficient of Performance EER - Energy Efficiency Ratio HSPF - Heating Seasonal Performance Factor SEERSeasonal Energy Efficiency Ratio III - User Interface Bosch : B36CL80SN* Specifications ENERGY STAR Unique ID: Brand Name: Model Number: Type: Defrost Type: Compact: Built-in: Thru the Door Dispenser: Ice Maker: Counter Depth: Height (in): Width (in): Capacity (Total Volume) (ft3): Annual Energy Use (kWh/yr): US Federal Standard (kWh/yr): Refrigerant with GWP: Connected Functionality: Date Available On Market: Date Certified: Markets: ENERGY STAR Certified: ENERGY STAR Most Efficient: 2371893 Bosch B36CL80SN* Bottom Freezer Automatic No No No Yes Yes 72.0 36.0 20.5 568 623 R-600a (GWP:3 1 Lower GWP) No 2019-05-01 2021-01-12 United States Yes No Additional Model Information UPC Codes 825225953630 Captured On: 09/14/2023 N D < 0 0 0 n D 02 SUBMITTAL: GS4-45HPCAff SYST:S A N & SAN-43SSAQA 43 Gallon Tank _ Job Name Location Purchaser Engineer Submitted to Reference Approval Construction Unit Desiqnation Schedule # Specifications GS4-45HPC Performance Uniform Energy Factor 3.10 Uniform First Hour Rating 69 Gallons Nom Heating Capacity (Btu/h) 15,400 Btu/h Nom Heating Capacity (kw) 4.5kw Heating COP @ 80/47/17°F 5.5 / 4.2 / 2.8 Water Temperature Setting (°F) 145 or 149 DegF Refrigerant Type R744 (CO') Refrigerant Charge (Oz) 25.4oz (720g) Power Voltage 208/230v-1 Ph-60Hz Breaker Size 15A MCA (Amps) 7.2A Compressor MRC (Amps) 5.OA Fan Motor MOC/Watts 0.3A / 30W Pump MOCMatts 0.6A / 60W Noise Level (DbA) 37 Weight (Ibs) 108lbs Storage Tank SAN-43SSAQA Nominal Volume 43 Gallons Pressure Relief Valve (Psig & °F) 125/150 & 210°F Temperature Sensor Thermistor Tank Weight (Ibs) 881bs Standby Loss in 67°F Ambient 91 Btu/h Tank Connection Sizes Cold Water Inlet 3/4" NPT Hot Water Outlet 3/4" NPT Cold Water to Heat Pump 3/4" NPT Hot Water Return from HP 3/4" NPT Pipe Size - Tank to Heat Pump Cold Water pipe - Tank to HP 1/2" 1/2" Hot Water pipe - HP to Tank Max Pipe Length inc 66ft Max Vertical Separation of 23ft Certifications Safety ETL & ETLc Performance Energy Star Warranty - System 3 Years Labor Heat Pump 10 Years Parts Tank 115Yrs Limited Lifetime Construction The Outdoor unit shall be galvanized steel with a baked on powder coated finish on all panels except for unit base Heat Exchangers Evaporator coil shall be mechanically bonded Aluminum fin to copper tube. Fins shall be coated to resist corrosion The Refrigerant to Water HX (Gas Cooler) shall be a Double Wall type pressure tested to 6000 psi Refrigerant System Compressor shall be a hermetically sealed DC Inverter drive Rotary vane type Refrigerant shall be R744 (CO2). Refrigerant flow shall be controlled by Electronic Expansion Valve Fan & Motor The outdoor unit fan shall be a propeller type, driven by a BLDC Motor Water Pump The pump shall be a BLDC Impellor type, with a maximum distance of 66ft including a vertical separation of 23ft from the Storage Tank Controls The unit shall be operated using a temperature sensor mounted in the Storage tank Control wiring shall require 16AWG shielded wire Ambient operating range shall be -25°F to 104°F Storage Tank Storage tank shall be constructed from a blend of 316/444 Stainless Steel with R12 Insulation Storage Tank connections shall be NPT Connections shall be interchangeable as required Interconnect Piping Interconnect Piping shall be 1/2" copper or where permitted 1/2" PEX tubing Both Cold and Hot piping should be insulated with min 3/4" closed cell foam and where required Heat Trace tape shall be used to prevent pipes from freezing Eco2 Systems LLC PO Box 1358, Walled Lake MI 48390, Tel : 1-844 SAND CO2 (1-844 726 3262) www.eco2waterheater.com Whirlpool - WHD862CH** : WHD862CH** Specifications ENERGY STAR Unique ID: CB Model Identifier: Brand Name: Model Name: Model Number: Fuel Type: Product Type: Heat Pump Technology: Laundry Center: Drum Capacity (cu-ft): Height (inches): Width (inches): Depth (inches): Combined Energy Factor (CEF): Estimated Annual Energy Use (kWh/yr): Estimated Energy Test Cycle Time (min) Paired ENERGY STAR Clothes Washer Available: Additional Dryer Features: Vented or Ventless: Connected: Date Available on Market: Date Certified: Markets: ENERGY STAR Certified: ENERGY STAR Most Efficient: 2331311 ES 22856 WHD862CH** 12122018195041 4241942 Whirlpool WH D862CH** WH D862CH** Electric Electric Standard Ventless Hybrid Heat Pump No 7.4 38.0 27.0 31.0 5.2 460 70 No Drum Iight,Time remaining display,Wrinkle prevention option,Steam cycle,Sanitization cycle Ventless No 2018-12-23 2018-12-12 United States Yes Yes additional Model Information JPC Codes 883049458069 Captured On: 09/14/2023 U.S. Government Federal law prohibits removal of this label before consumer purchase. EIIERI: "UIDE Dishwasher Whirlpool Corporation Capacity: Standard Models: KDTM404K***, KDFM404K*** Estimated Yearly Energy Cost (when used with an electric water heater) $35 $26 $40 Cost Range of Similar Models 70kWh Estimated Yearly Electricity Use $25 Estimated Yearly Energy Cost (when used with a natural gas water heater) Your cost will depend on your utility rates and use. • Cost range based only on standard capacity models. • Estimated energy cost based on four wash loads a week and a national average electricity cost of 13 cents per kWh and natural gas cost of $1.05 pertherm. • For more information, visit www.ftc.gov/energy. W11404476 GE Profile: PTW600B*R*** Specifications ENERGY STAR Unique ID: Brand Name: Model Number: Load Configuration: Paired ENERGY STAR Clothes Dryer Available: Paired ENERGY STAR Clothes Dryer ENERGY STAR Model Identifier: Volume (cu. ft.): Height (inches): Width (inches): Depth (inches): Annual Washer Energy Use (kWh/yr): Integrated Modified Energy Factor (IMEF) Annual Water Use (gallons/yr): Integrated Water Factor (IWF): US Federal Standard (IMEF): US Federal Standard (IWF): Additional Dryer Features: Connected: Date Certified: Markets: ENERGY STAR Model Identifier: ENERGY STAR Certified: ENERGY STAR Most Efficient: 2382907 GE Profile PTW60013*R*** Top Load Yes ES-1 123206PTD60GB* R***_062920211716333_3715946 5.0 56.00 27.9 28.00 158 2.06 6343 4.3 1.29 8.4 None No 2021-08-05 United States ES_1123206_PTW600B*R***_080320211017334_5509164 Yes No Additional Model Information ,PTW600BPRDG,Color: Diamond Gray; ,PTW600BSRWS,CoIor: White UPC Codes 084691876328, 084691876359 Captured On: 09/14/2023 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ❑ ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: _ot7cr�' }-.-)ATE:02/22/2024 WEZiI GUA51 (;uUt cUIVSULTANTS, INC. B.E.E. CONSULTING, LLC. 170 W. DAYTON, SUITE 206 PH: (425) 672 3900 EDMONDS, WA 98020 FAX: (425) 712 8608 co, . w U Z W 0 U) W DATE DESCRIPTION 09.15.2023 PERMIT SET PHASE: PERMIT SET 09.15.2023 BEE PROJECT #: 2304-1013 P.E.: James C. Freeling P.M.: Katsiaryna Bautista ENERGY: Telman Gasanov DRAFTER: N/A ©COPYRIGHT BEE CONSULTING THESE DRAWINGS ARE FOR GENERAL ARRANGEMENT OF MATERIALS ON SITE DRAWINGS TO OBTA NODIMENOSII 'CEIV E D Oct 13 2023 SHEET NAME, CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EQUIPMENT SPECIFICATIONS SHEET NUMBER: BE902 Energy Program Insulation Certificate for Residential New Construction \/ WASIIINGTONSTNFEUNIVLRSI'IY Permit #: House address or lot number: Walls Blown or Sprayed Fiberglass or Cellulose - Walls Type of insulation: R-value per inch: Manufacturer: Coverage area: R-value: Bag count: Floor Blown or Sprayed Fiberglass or Cellulose - Ceiling Type of insulation: R-value per inch: Manufacturer: Coverage area: R-value: Bag count: Flat Ceiling/Attic Sprayed Polyurethane Foam (SPF) Type of insulation: Density: Manufacturer: Installed thickness: R-value: R-value of installed thickness: Single Rafter Joist Vaulted Ceiling Building component installed: (circle one) walls floor ceiling Type of insulation: Manufacturer: R-value: Insulation Installer Company name: Installer name: Installer signature: Date: Phone number: Email: Washington State Energy Code Reference: R303.1 Identification. Materials, systems and equipment shall be identified in a manner that will allow a determination of compliance with the applicable provisions of this code. R303.1.1 Building thermal envelope insulation. An R-value identification mark shall be applied by the manufacturerto each piece of building thermal envelope insulation 12 inches (305 mm) or greater in width. Alternately, the insulation installers shall provide a certification listing the type, manufacturer and R-value of insulation installed in each element of the building thermal envelope. For blown or sprayed insulation (fiberglass and cellulose), the initial installed thickness, settled thickness, settled R-value, installed density, coverage area and number of bags installed shall be listed on the certification. For sprayed polyurethane foam (SPF) insulation, the installed thickness of the areas covered and R-value of installed thickness shall be listed on the certification. For insulated siding, the R-value shall be labeled on the product's package and shall be listed on the certification. The insulation installer shall sign, date and post the certification in a conspicuous location on the job site. Exception: For roof insulation installed above the deck, the R-value shall be labeled as required by the material standards specified in Table 1508.2 of the International Building Code or Table R906.2 of the International Residential Code. Property address: Builder/registered design professional name: Builderlreg. design pro. signature: Conditioned floor area: f 2 (per building permit) R-Values R303.1.9 Ceiling/ Vaulted R-Floors: Over unconditioned space R- _ Attic: Attic R-Slab-on-grade floor R-__ Walls: Above grade R-Fully insulated slab? Y1N (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 Ll-value from Glazing Worksheet Average U- 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)_ Fuel Normalization Credit + Total Energy Credits = Total Credits___ Heating, Cooling and Domestic Hot Water System Type Manufacturer and Model Number Efficiency Heating Cooling • DHW Drain water heat recovery Onsite Renewable Energy Electric Power System System type System design capacity ____ kW Rated annual generation __ kWh/yr Energy Star? -Appliances Manufacturer and Model (Circle one) Dish washer Y or N 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) 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 corridor only) design target: CFMlsf @ 50 Pa Whole Building Leakage test (R2 corridor only) measured: CFMlsf @ 50 Pa Do building leakage tests include GPS and time stamp verification? Y or N Whole House Ventilation System Measured Flow Rates (1141505.4 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 Whole House Ventilation System Type: (Circle one) (1) Whole house exhaust fan, location (2) 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: hours per day 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 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: _a�7/�. T �' )ATE:02/22/2024 WEsl cuvsl cwt cunSULTANTS, INC. B.E.E. CONSULTING, LLC. 170 W. DAYTON, SUITE 206 PH: (425) 672 3900 EDMONDS, WA 98020 FAX: (425) 712 8608 �CJCJ W U Z C) (N W �• V J C) W 00 rn / Q W U) Z 0 O E � cn W w Z) Q L DATE DESCRIPTION 09.15.2023 PERMIT SET PHASE: PERMIT SET 09.15.2023 BEE PROJECT #: 2304-1013 P.E.: James C. Freeling P.M.: Katsiaryna Bautista ENERGY: Telman GaSanov DRAFTER: N/A ©COPYRIGHT BEE CONSULTING THESE DRAWINGS ARE FOR GENERAL ARRANGEMENT OF MATERIALS DRAWINGS TON SITE OOBTANDDIMENOSI S'—G ED Oct 13 2023 SHEET NAME: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BUILDING ENVELOPE ENERGY FORMS SHEET NUMBER: BE903 CONDITIONED SPACE NOTES: 1. FRAMING PER ARCH. 2. ALL PENETRATIONS THROUGH AIR BARRIER NEED TO BE SEALED WITH SPRAY FOAM AND/OR SEALANT AND ALL JOINTS NEED TO BE TAPED. BED SEALANT MUD AND TAPE DRYWALL JOINTS 1/2" MIN GYPSUM BOARD CONDITIONED SPACE PLAN: FRAMED WALL @ INSIDE CORNER SCALE: NTS ©COPYRIGHT BEE CONSULTING NOTES: 1. FRAMING PER ARCH. 2. ALL PENETRATIONS THROUGH AIR BARRIER NEED TO BE SEALED WITH SPRAY FOAM AND/OR SEALANT AND ALL JOINTS NEED TO BE TAPED. UNCONDITIONEI LINE OF AIR DOOR PER SC DOOF B 7 0 SECTION: DOOR SILL @ CONCRETE SLAB SCALE: NTS ©COPYRIGHT BEE CONSULTING JED SPACE SIVE FOAM __ SLAB 15/32" PLYWOOD SHEATING UNCONDITIONED SPACE 2x4 WOOD STUD LINE OF AIR BARRIER BED OF SEALANT MUD AND TAPE DRYWALL JOINTS I L 1/2"x5 1/2" PLYWOOD FULL HT. NOTES: 1. FRAMING PER ARCH. 2. ALL PENETRATIONS THROUGH AIR BARRIER NEED TO BE SEALED WITH SPRAY FOAM AND/OR SEALANT AND ALL JOINTS NEED TO BE TAPED. CONDITIONED SPACE 1/2" MIN GYPSUM BOARD IN UNCONDITIONED SPACE PLAN: FRAMED WALL @ OUTSIDE CORNER SCALE: NTS ©COPYRIGHT BEE CONSULTING UNCONDITIONED SPACE LINE OF AIR BARRIER 1/2" MIN GYPSUM BOARD BED OF SEALANT SPRAY FOAM DOOR FRAME WEATHER STRIPPING NOTES: 1. FRAMING PER ARCH. 2. ALL PENETRATIONS THROUGH AIR BARRIER NEED TO BE SEALED WITH SPRAY FOAM AND/OR SEALANT AND ALL JOINTS NEED TO BE TAPED. [Kl]II1111NII191019:ioI 1/2" MIN GYPSUM BOARD SECTION: DOOR HEAD & JAMB@FRAMED WALL SCALE: NTS ©COPYRIGHT BEE CONSULTING CONDITIONED SPACE 1/2" GYPSUM BOARD - UNCONDITIONED SPACE NOTES: 1. FRAMING PER ARCH. 2. ALL PENETRATIONS THROUGH AIR BARRIER NEED TO BE SEALED WITH SPRAY FOAM AND/OR SEALANT AND ALL JOINTS NEED TO BE TAPED. DOOR FRAME SPRAY FOAM BED OF SEALANT LINE OF AIR BARRIER 15/32" PLYWOOD SHEATHING PLAN: DOOR HEAD & JAMB@FRAMED WALL SCALE: NTS ©COPYRIGHT BEE CONSULTING PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENT,' DOES NOT AUTHORIZE CONSTRUCTION T PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS. BY: _ 0�7� T�. )ATE:02/22/20 WEzu uuAzit cwt cuNSULTANTS, IN B.E.E. CONSULTING, LLC. 170 W. DAYTON, SUITE 206 PH: (425) 672 3900 EDMONDS, WA 98020 FAX: (425) 712 8608 cJ5 w z o w� U) > a w Q � 0 Lo o J W L.L DATE DESCRIPTION 09.15.2023 PERMIT SET PHASE: PERMIT SET 09.15.2023 BEE PROJECT #: 2304-1013 P.E.: James C. Freeling P.M.: Katsiaryna Bautista ENERGY: Telman Gasanov DRAFTER: N/A ©COPYRIGHT BEE CONSULTING T \W 2 Lo THESE DRAWINGS ARE FOR GENERAL ARRANGEMENT OF MATERIALS ON SITE CONDITIONaIERV E D DRAWINGS TO OBTAIN DIMENSI S. Oct 13 2023 SHEET NAME: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AIR BARRIER SEMI -EXTERIOR DETAILS SHEET NUMBER: BE700 2018 Washington State Energy Code, Residential Provision. A. Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections B through H. B. Building thermal envelope. The building thermal envelope shall comply with Sections C and D. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. C. Installation. The components of the building thermal envelope as listed in Table C1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table C1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. D. Testing. The building or dwelling unit shall be tested and verified as having an air leakage of not exceeding Max Allowed Air Leakage called out in Building Envelope Air Leakage Calculations Table. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). For this test only, the volume of the home shall be the conditioned floor area in ft2 (m2) multiplied by 8.5 feet (2.6 m). Where required by the code official, testing shall be conducted by an approved third A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Once visual inspection has confirmed sealing (see Table Cl), operable windows and doors manufactured by small business shall be permitted to be sealed off at the frame prior to the test. Exception: For dwelling units that are accessed directly from the outdoors, other than detached one family dwellings and townhouses, an air leakage not exceeding Max Allowed Air Leakage called out in Building Envelope Air Leakage Calculations Table of the dwelling unit enclosure area shall be an allowable alternative. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals) in accordance with RESNET/ICC 380, ASTM E779 or ASTM E1827. For the purpose of this test only, enclosure area to be calculated as the perimeter of the dwelling unit, measured to the outside face of the exterior walls, and the centerline of party walls, times 8.5 feet, plus the ceiling and floor area. Doors and windows of adjacent dwelling units (including top and bottom units) shall be open to the outside during the test. This exception is not permitted for dwelling units that are accessed from corridors or other enclosed common areas. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weather stripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open, access hatches to conditioned crawl spaces and conditioned attics shall be open; 4. Exterior or interior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; 6. Supply and return registers, if installed at the time of the test, shall be fully open. Exceptions: 1. Additions less than 500 square feet of conditioned floor area. 2. Additions tested with the existing home having a combined maximum air leakage rate of 7 air changes per hour. To qualify for this exception, the date of construction of the existing house must be prior to the 2009 Washington State Energy Code. E. Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors and outdoor combustion air. When using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. 1. Gas fireplace efficiency. All gas fireplace heaters rated to ANSI Z21.88 shall be listed and labeled with a fireplace efficiency (FE) rating of 50 percent or greater in accordance with CSA P.4.1. Vented gas fireplaces (decorative appliances) certified to ANSI Z21.50 shall be listed and labeled, including their FE ratings, in accordance with CSA P.4.1. F. Air leakage of fenestration. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exceptions: 1. Field -fabricated fenestration products (windows, skylights and doors). 2. Custom exterior fenestration products manufactured by a small business provided they meet the applicable provisions of Chapter 24 of the International Building Code. Once visual inspection has confirmed the presence of a gasket, operable windows and doors manufactured by small business shall be permitted to be sealed off at the frame prior to the test. G. Combustion air openings. Where open combustion air ducts provide combustion air to open combustion, space conditioning fuel burning appliances, the appliances and combustion air openings shall be located outside of the building thermal envelope, or enclosed in a room isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of the following table, where the walls, floors and ceilings shall meet the minimum of the below -grade wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section E and Section R1006 of the International Residential Code. H. Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be Type IC -rated and certified under ASTM E 283 as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested at a 1.57 psf (75 Pa) pressure differential and shall have a label attached showing compliance with this test method. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. I. Preparation of the Building Contractor is responsible for sealing or otherwise effectively isolating all "intentional" holes in the test boundary. Contractor will be liable for costs of removal of finishes and/or cladding required to provide corrections to the air barrier system. COMPONENT General Requirements Ceiling/attic TABLE C1 AIR BARRIER INSTALLATION AIR BARRIER CRITERIA A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous air barrier. Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier sealed. Access openings, drop down stair or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. The junction of the top plate and top of exterior walls shall be sealed. Knee walls shall be sealed. Windows, skylights The space between window/doorjambs and framing and doors and skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Floors, including The air barrier shall be installed at any exposed edge of cantilevered floors insulation. and floors above garages Crawl space walls Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Shower/tub on exterior wall Recessed light fixtures installed in the building thermal envelope shall be sealed to the finished surface. The air barrier installed at exterior walls adjacent to showers and tubs shall separate the wall from the shower and tub. Electrical/phone box The air barrier shall be installed behind electrical or on exterior walls communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC supply and return register boots that penetrate building thermal envelope shall be sealed to the subfloor, wall covering or ceiling penetrated by the boot. Concealed sprinklers LEGEND When required to be sealed, concealed fire sprinklers shall only be sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. -AIR BARRIER & BUILDING THERMAL ENVELOPE CONDITIONED AND SEMI -HEATED SPACES Z/ Whole Building BUILDING ENVELOPE AIR LEAKAGE CALCULATIONS Based on AutoCAD and PDF drawings provided by architect. Floor Level Floor Exterior Exterior Exterior Perimeter Height Area Floor Ceiling Wall ft ft ft2 area Area Area ft2 ft2 ft2 Level Main 212 11.4 1,964 1,964 1,885 2,417 Level Upper 85 9.8 449 370 449 833 Roof 0 0.0 0 0 0 0 Total Building 297 21 2,413 2,334 2,334 3,250 MAX ALLOWED AIR LEAKAGE OF BUILDING ENVELOPE Thermal Envelope Area ft2 6,266 1,652 7,918 per VOLUME of Building Thermal Envelope at 50 Pa 5 ACH x 26,790 ft3 = 133,949 L.---- - -- -- -J AVE. GRADE 70.65' T.O. ROOF DECK 91.54' REDUCED AIR INFILTRATION IN ACCORDANCE WITH SECTION R406 CREDIT IS NOT APPLIED BASED ON : 2023-0828 Fulton Residence 24x36 Thermal Envelope Volume ft3 22,390 4,400 0 26,790 FT3/H PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,ORLOCAL REGULATIONS. BY: _ a�Tc��-.-�' )ATE:02/22/2024 WEsi QUASI cvut (;UrvSULTANTS, INC. B.E.E. CONSULTING, LLC. 170 W. DAYTON, SUITE 206 PH: (425) 672 3900 EDMONDS, WA 98020 FAX: (425) 712 8608 w z o w� U) > a w Q � 0 � o J W glG� J �G�l �55 DATE DESCRIPTION na 9F 7n,)q ID FPKAIT QI=T PHASE: PERMIT SET 09.15.2023 BEE PROJECT #: 2304-1013 P.E.: James C. Freeling P.M.: Katsiaryna Bautista ENERGY: Telman Gasanov DRAFTER: N/A ©COPYRIGHT BEE CONSULTING T LLl > Q 2 LO Cfl THESE DRAWINGS ARE FOR GENERAL ARRANGEMENT OF DRAWINGS OMATERIALS NOBTAIN ODIMENOSNC/1VS'-C�VED Oct 13 2023 SHEET NAME: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AIR BARRIER NOTES SHEET NUMBER: MAIN SCALE: NTS REFERENCE ARCH: A3 AIR BARRIER & BUILDING THERMAL ENVELOPE, TYPICAL UPPER SCALE: NTS REFERENCE ARCH: A3 AIR BARRIER & BUILDING THERMAL ENVELOPE, TVPI('Al k N � PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ❑ACCESSIBILITY ❑FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS. BY:-0..'T�.�}�- )ATE:02/22/2024 WEsl cvvzol cunt cunSULTANTS, INC. PLAN VIEWS WERE TAKEN FROM ARCHITECTURAL SET DATED 08.28.2023, THEY ARE DIAGRAMMATIC AND SHOULD NOT BE USED FOR MATERIAL TAKE -OFFS. FINAL BUILDING PLANS SHOULD BE VERIFIED. B.E.E. CONSULTING, LLC. 170 W. DAYTON, SUITE 206 PH: (425) 672 3900 EDMONDS, WA 98020 FAX: (425) 712 8608 w z o w� U) > a w Q � 0 Lo o J W L.L DATE DESCRIPTION 09.15.2023 PERMIT SET PHASE: PERMIT SET 09.15.2023 BEE PROJECT #: 2304-1013 P.E.: James C. Freeling P.M.: Katsiaryna Bautista ENERGY: Telman Gasanov DRAFTER: N/A ©COPYRIGHT BEE CONSULTING W W Q Lo THESE DRAWINGS ARE FOR GENERAL ARRANGEMENT OF MATERIALS ON SITE ION DRAWINGS TO OBTAIN DIMENSI S�.CIERV E D Oct 13 2023 SHEET NAME: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AIR BARRIER DIAGRAMS SHEET NUMBER: BE801 AII7 r)AP717IC17 O r-)I III rllAlf' TLJCI7NAAI CAI\/CI 11P9C SECTION A.A SCALE:NTS REFERENCE ARCH: A6 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ❑ MECHANICAL ❑ PLUMBING ❑ ELECTRICAL ® ENERGY ❑ ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: _o.� ice' )ATE:02/22/2024 WEzoi cUAsi wUr cUnSULTAN: INC. B.E.E. CONSULTING, LLC. 170 W. DAYTON, SUITE 206 PH: (425) 672 3900 EDMONDS, WA 98020 FAX: (425) 712 8608 w U Z � N LJJ Cn o 0 W 00 Cn Q W Q Z 0 0 E _0 cn W w / Q L L0 DATE DESCRIPTION 09.15.2023 PERMIT SET PHASE: PERMIT SET 09.15.2023 BEE PROJECT #: 2304-1013 P.E.: James C. Freeling P.M.: Katsiaryna Bautista ENERGY: Telman Gasanov DRAFTER: N/A ©COPYRIGHT BEE CONSULTING THESE DRAWINGS ARE FOR GENERAL ARRANGEMENT OF MATERIALS SITE DRAWINGS TOO OBTA NONDITION DIMENslfsZEC`ERV E D Oct 13 2023 SHEET NAME: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AIR BARRIER DIAGRAMS SHEET NUMBER: BE802