Loading...
HomeMy WebLinkAboutBLD2024-00244 ADV2024-00040 SFR, Basement - BLD Application - 2/27/2024 Iii' l MASON C�UN 1 Y Permit No:Q�(,.�,�y,� COMMUNITY DEVELOPMENP"�_ 1 7 Permit Assistance Center, Building,Plannin FEB 2 / 2024 PLANNING 615 W. Alder Street BUILDING PERMIT APPLICATION PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:DARREN MILLER NAME:owner-builder MAILING ADDRESS:5484 E.COLLINS RD MAILING ADDRESS: CITY:PORT ORCHARD STATE:WA ZIP:98366 CITY: STATE: ZIP: PHONE#1:360-621-3530 PHONE: CELL: PHONE#2: EMAIL : EMAIL:KSPDARREN@OUTLOOK.COM L&I REG# EXP. PRIMARY CONTACT: OWNER P] CONTRACTOR ❑ OTHER❑ NAME DARREN MILLER EMAIL KSPDARREN@OUTLOOK.COM MAILING ADDRESS 5484 E COLLINS RD CITY PORT ORCHARD STATE WA ZIP98366 PHONE 360-621-3530 CELL SAME PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 22108-55-00009 ZONING RR5 LEGAL DESCRIPTION(Abbreviated) LOT 2 TRACK 9 REPLAT TRS B,C,D,E PARADISE ESTATES FIRE DISTRICT-" SITE ADDRESS 120 E OLYMPIC DRIVE CITYGRAPEVIEW WA DIRECTIONS TO SITE ADDRESS FROM HWY 3 TURN WEST ON MASON BENSON RD,LEFT ON MASON LK RD,RIGHT ON E.MASON LK DR E,RIGHT ON E OLYMPIC DR DESTINATION ON THE RIGHT BETWEEN 110&130 E OLYMPIC DR IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO Q SNOW LOAD:=psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE ❑ RIVER/CREEK ❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM ❑ TYPE OF WORK: NEW 0 ADDITION ❑ ALTERATION ❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc)SINGLE FAMILY RESIDENCE IS USE: PRIMARY ❑� SEASONAL ❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS2.5 HEATED STRUCTURE? YES(Whole Bldg) ❑ YES (Part[s]of Bldg) Q NO ❑ DESCRIBE WORK BUILD NEW 2 STORY W/BASEMENT SHOP SQUARE FOOTAGE: (proposed) 1 ST FLOOR 1440 sq. ft. 2ND FLOOR 73 sq.ft. 3RD FLOOR sq.ft. BASEMENTS-sq. ft. DECK 95 sq. ft. COVERED DECK 690 sq. ft. STORAGE sq. ft. OTHER 359 sq. ft. GARAGE 556 sq. ft. Attached El Detached❑ CARPORT 336 sq. ft. Attached❑r Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: INSTALL FROM 1985 SEWAGE/SEWER SOURCE: SEPTIC El SEWER❑ / NEW Q EXISTING 91 PLUMBING IN STRUCTURE? YES 0 NO ❑ If yes, attach completed Water Adequacy Form PERIMETERNOUNDATION DRAINS PROPOSED? YES 0 NO[] EXISTING SQ. FT. EXISTING BEDROOMS PROPOSED BEDROOMS 3 TOTAL BEDROOMS 3 OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below. I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON COUNTY CODE 14.08.42) Darren Miller Date:l024.0 . 809:51:3d by Darren -08' 2/8/2024 X `'Date:2024.02.08 09:51:39-08'00' Signature of OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH RECEIVED MASON COUNT* 21 2024 Mason County Permit Center Use: COMMUNIT FR �1 'G1t' IA9Ft*eet aDv J Building,Planning,Environmental Health,Community Health 615 W.Alder St.—Bldg.8,Shelton,Wa 98584 Date Rcvd �JW Phone:(360)427-9670 ext.352♦Fax:(360)427-7798 Fee: $130.00 Request for Administrative Variance for Reduction in the Required Setbacks For administrative review, the minimum variance on a setback request is 5 feet from the side yard lot lines and 10 feet for front and rear lot lines or any access easement. Request for further reduction requires a standard variance. Setbacks are measured from the furthest projection of the structure, including roof eaves and gutters. Applicant/Owners: YYP M'�IC�,� Mailing Address: City: State: Zip: Telephone:,-yar) Email: 46P 0ast-e1(�. Qn ©a1=1_• �_Cirr� If this reduction is tied to a building permit, please give permit case number. sr.n IjO 9 Parcel Number(s): ' oZL\0 — S' b bL7)C) i Zoning Site Address: f� N 1(1�11 i e- OCR NP (_��LL�� Requested setback variance: 'VI ft. ❑ Front Rear ❑ Side ft ❑ Front ❑ Rear ❑ Side ft. ❑ Front ❑ Rear ❑ Side ft ❑ Front ❑ Rear ❑ Side Front Setbacks—From access easements and road right of ways. Minimum 10 feet. Rear Setbacks—From the rear property line. Minimum 10 feet. Side Setbacks—From the side property line. Minimum 5 feet except for certain shoreline designations. An illustrated site plan is required. Your site plan must show the following: north arrow, abutting street or easements, and set backs to all property lines and existing buildings, slopes, surface water, wetlands, critical areas, septic, well and driveway. Show all proposed new development. • FRONT AND OR REAR YARD REDUCTION REQUESTS: For existing lots of record as of March 5, 2002; You must meet one of the following: 1) One of the following exists on the lot(check all that apply): ❑ a) steep slopes, wetlands, or streams present; ❑ b) soils that restrict building or septic development; ❑ c) lot width at the front yard line of no more than 50 feet; 3 d) lot size of no more than one-fourth acre; e) existing improvements of buildings, septic systems,and well areas. SIDE YARD REDUCTION REQUESTS: For existing lots of record as of March 5, 2002; You must meet one of the following: 2) One of the following exists on the lot(check all that apply): ❑ a) steep slopes, wetlands,or streams present; ❑ b) soils that restrict building or septic development; ❑ c) lot width at the front yard line of no more than 50 feet; ❑ d) lot size of no more than one-half acre; ❑ e) existing improvements of buildings, septic systems,and well areas. Explain how these circumstances preclude a reasonable development proposal from meeting the setback standard for Rural Residential 2.5, 5, 10, or 20 zones. OkLe' � Owner/Agent (please indicate) ff Signature Date Official Use Onit Approved by: Date Denied by: Date Reason for denial: ENERGY INFO GENERAL NOTES ENERGY SUMMARY BASED ON ZOle WASH ST,ENERGY GODS SHEET INDEX ARGHITEGT CLIMATE ZONE 4C FOR GROUP R OCCUPANCY L ALL MATERIALS.WORKMANSHIP,DE51GN,AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, HERRERA ARCHITECTS FLLG AREAS 5P TOTAL SPECIFIGATION5,AND THE ZOIe INTERNATIONAL RESIDENTIAL CODE WITH WASHINGTON STATE t3466:A?42NG LANE 5E HOUSE GLAZING• 4"5P AMENDMENTS.THE Zole UNIFORM PLUMBING CODE AND THE RESIDENTIAL PROVISIONS OF THE tole ALO GENERAL NOTES.SHEET INDEX,PROJECT DIRECTORY PORT ORCHARD,WA 08567 HOUSE HEATED FLOOR- Z319&5F INTERNATIONAL ENERGY CODE OF WA5HINGTON STATE Zo6-oG4-37be AU SITE FLAN INSULATION: CEILINGS• R-40 Z.ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DI6CREPANCIE5 FOUND VAULTED• R-5e AMONG THE DRAWINGS,THE SPECIFICATION,THESE GENERAL NOTES AND THE SITE CONDITIONS AZ.o FOUNDATION PLAN PE WALLS- R-ZI SHALL BE REPORTED TO THE ARCHITECT,WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ALI MAN FLOOR PLAN FLOORS• R-5O ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL A2.2 UPPER FLOOR PLAN GLAZING-V: U(msr)O.Zo 5E DONE AT THE GENERAL CONTRACTOR'S RISK A2.5 ROOF PLAN 5.PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL FlAN5 AND DETAILS A5.0 EXTERIOR ELEVATIONS A5.1 EXTERIOR ELEVATIONS T4R I)11 SHALL 6E LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS.VERTICAL DIMENSION CONTROL 15 A5.1 EXTERIOR ELEVATIONS Cam,, ARt'N?L� HOUSE ENERGY CREDITS: 2506 SF THUS MEDIUM DWELLING UNIT<5.000 Sr PER DEPINEA 5Y THE ARCHITECTURAL WALL SECTIONS,BUILDING SECTION,AND PLANS. DETAILING AND 1f��'1 � - 1 SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMEN510NAL INFORMATION { ✓'�y,` R40(o.2 REQUIRES 0.0 ENERGY CREDITS CONTAIN A4.0 BUILDING SECTIONS T 1tS 41 T3P CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. ARCHITECTURAL DIMENSIONS A4.1 WALL SECTION AND WINDOW/DOOR SCHEDULES t TABLE R40G.2:5Y57EM TYPE HEAT PUMP FOR LO CREDITS HAVE PRIORITY WITH ANY CONFLICT WITH STRUCTURAL DRAWINGS. A4.2 STAIR SECTION yV>L C 20 wo-�eo 4.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS. OPTION 2.1 AIR LEANT BULDINT ENVELOPE FOR Lo CREDITS TECHNIQUES.SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK A5.0 WINDOW AND DOOR PLASHING OPTION 2.1 AIR LEAKAGE CONTROL TO REDUCE TESTED AIR LEAKAGE TO 5.0 THE ARCHITECT HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT AIR CHANGES PER HOUR MAX AT 60 PASCALS AND PROVIDE A WHOLE HOUSE RESPON5151LITY FOR THE SPECIPIG WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARD5 VENTILATION SYSTEM MEETING MI5o7.5 FOR 0,5 CREDITS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE ARCHITECT HAS NO DUTY TO PROJECT DIRECTORY OPTION 5.5:CENTRAL DUCTED HEAT PUMP WITH MIN HSPF OF 11.0 FOR l8 CREDITS INSPECT,SUPERVISE.NOTE,CORRECT.OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OPTION 6.e ELECTRIC HEAT FUMP WATER HEATER MEETING TIER III OF NEAA'e OWNER,CONTRACTORS,OR OTHER ENTITIES OR PERSONS AT THE PROJECT 51TE. CLIENT: WATER HEATING SPED FOR 7-0 CREDITS 5.CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL DARREN AND KEL51E MILLER COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE B BEEN COMPLETED IN ACCORDANCE WITH THE TOTAL:G.0 CREDITS PLANS. CONFORM TO ASCE 57-oZ DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION'. FORT E COLLINSHARD, A PORT ORCHARD,WA %eSGG 6.DRAWINGS INDICATE GENERAL AND TYPICAL PETALS OP CONSTRUCTION WHERE CONDITIONS ARE ke�rdarcenCo outlookeem NOT SPECIFICALLY 114PCATED CUT ARE OF SIMILAR CHARACTER TO PETALS SHOWN,SIMILAR PETALS OP CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND APPROVAL BY THE A ARCHITECT. RCHITECT: HERRERA ARCHITECTS PLL.0 ENERGY NOTES SYMBOLS AMIGA15LE CODES FORT ORCHARD WA 9b567 L PER SEC R46145 INSULATION CERTIFICATE:THE DE51GN PROFESSIONAL OR 15ULMR SHALL THOMAS HERRERA.ALA I FR1J AP 2oG-0G5-57be COMPLETE AND P05T A'INSULATION GERTFIGATE FOR RESIDENTIAL CONSTRUCTION'WITHIN ❑E EXHAUST FAN. VENT ALL FANS DIRECTLY tole INTERNATIONALREelPENTIAL LODE(IRG) k:�»PsrohrEaotCogms:l.oem 5'OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. TO THE EXTERIOR OF THE BUILDING W/y/ASHINGTON STATE AMENDMENTS 5 SMOKE PETECTOR Ai Z. PER ITIONI.1: PROVIDE A PROGRAMMABLE THERMOSTAT FOR THE PRIMARY SPACE 2o1e UNMORM PLUMBING CODE(IAFMO) CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT PER 5EG R405.LI ® GAR50N MONOXIDE DETECTOR 5• PER SECT R4o4,1: A MINIMUM OP 78 PERCENT OF PERMANENTLY INSTALLED LAMPS IN HEAT DETECTOR — LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMFS O WINDOW TYPE-SEE SHEET A4.1 DARREN AND KEL51E MILLER 4 PROVIDE A MECHANICAL WHOLE HOUSE SYSTEM USING A HEAT EXCHANGER AND EXHAUST RE5IDENCE FANS MEETING THE REQUIREMENTS OF 101I507.3.7 Qr DOOR TYPE-SEE SHEET A4.I Izo a OLYMM DR FIRAPEVIEW,WA ABEREVIATIONS CONTACTINFO: DARREN 360-821-3530 ACC AGGE551BLE DBL DOUBLE GA GAUGE OG ON CENTER OF" SPRINKLER ACOUS ACOUSTICAL DEMO DEMOLITION OR DEMOLISH GALV GALVANIZED OH OVERHEAD 54 SQUARE OR AD AREA DRAIN PET PETAL GL GLASS OD OUT5IPF DIAMETER SST STAINLESS STEEL CONTACT: KATHY ADDM ADDENDUM PIA DIAMETER GYP GYPSUM OPNG OPENING STD STANDARD PERMITS TO Go ERC AFF ABOVE FINISH FLOOR DIAG DIAGONAL GYP 5D GYF5UM 50ARC OPF OPPOSITE 5TL STEEL 6696 NW SEGERMAN LN ALT ALERNATIVE DIM DIMENSION OT5 OPEN TO STRUCTURE ABOVE STOR STORAGE SILVERDALE,WA 98383 360613-9569 ALUM ALUMINUM DIV DIVIDE 5TRUCT STUCTURAL 360-340-1166CELL APPROX APPROXIMATE DMPP DAMPROOF OR DAMFROOFING H HIGH SUSP SU5PENDED ARCH ARCHITECT,ARCHITECTURAL DN DOWN HB H05E 5166 PBD PARTICLE 50AR0 DR DOOR HL HOLLOW CORE PERF PERPINDICULAR D5 DOWN5POUT HDW HARDWARE PLAM PLASTIC LAMINATE 5D BOARD PW DISHWASHER HM HOLLOW METAL PLAS PLASTER REV o DATE 6Y DE5GRIPTION BL P& 5ULDING DWG DRAWING HORIZ HORIZONTAL PLYWD PLYWOOD T TREAD 5LKG CLOCKING DWR DRAWER HVAG HEATING VENTILATION AND PNL PANEL TXG TONGUE AND GROOVE IF A CONFLICT ARISES BETWEEN BO BOTTOM AIR-CONDITIONING R-CONDITIONING FL PROPERTY LINE TEL TELEPHONE BOT 50TTOM PR PAIR TEMP TEMPORARY ARCHITECTURAL PLANS AND DRG BEARING PRK PARKING TER TERRAZZO ENGINEER PLANS; 5SMT BASEMENT E EAST ID INSIDE DIAMETER FROF PROPERTY THK THICK OR THICKNESS ENGINEERING PLANS SHALL BUR BUILT UP ROOFING EIPS EXTERIOR INSULATION INCL INCLUDING OR INCLUDING FT PAINT OR POINT TMPD TEMPERED PREVAIL. AMP FINISH SYSTEM INFO INFORMATION OR PRESSURE TREATED TO TOP OF EL ELEVATION INSUL INSULATE OR INSULATION PTN PARTITION TSTAT THERMOSTAT GAB CABINET ELEG ELECTRIC OR ELECTRICAL. INT INTERIOR TV TELEVI510N GB CATCH BASIN EP ELECTRICAL PANEL TYP TYPICAL CEM CEMENT OR CEMNTI ETOUS EQ EQUAL R RADIUS OR RISER CER CERAMIC EQUIP EQUIPMENT JT JOINT RLP REFLZCTEP CELING FROXCT DATA CFL.G COUNTER PLASHING EXH EXHAUST RD ROOF DRAIN OR ROAD UGND UNDERGROUND DATE PESIONW 15Y TH CIS' CORNER GUARD EXP EXF05ED REF REFER TO OR REFERENCE UNPIN UNFINISHED o•t Zoto DRAFTED 1W TH CH COAT HOOK EXIST EXISTING L LONG REFR REFRIGERATOR UON UNLESS OTHERWISE NOTED GP CAST IN PLACE EXT EXTERIOR LTG LIGHTING REINF REINFORCED OR CL CENTERLINE REINFORCING CLG CEILING READ REQUIRED VERT VERTICAL CLO CLOSET FP FLOOR DRAdN MAS MA50NRY REV REVISED OR REVISION VEST VE5TIM LE CLR CLEAR FDTN FOUNDATION MAIL MATERIAL RFG ROOFING VNR VENEER SHeeT TiT�. GMU CONCRETE MASONRY UNIT FE FIRE EXTINGUISHER MAX MAXIMUM RM ROOM VR VAPOR RETARDER CO LASED OPENING FIN FINISH MACH MECHANICAL RO ROUGH OPENING VWC VINYL WALLGOVERING COL COLUMN FLEX FLEXIBLE MEP MEDIUM RT RIGHT GONG CONCRETE FLR FLOOR MEMB MEMBRANE CONN CONNECTION OR CONNECT FLUOR FLUORESCENT MISC MISCELLANEOUS S SOUTH W WEST OR WIDE CONSTR CONSTRUCTION FO FACE OF OR FINISHED OPENING MO MASONRY OPENING 51- 50LID GORE W/ WITHOUT GONT CONTINUOUS OR CONTINUE PP FIRE PROTECTION MTD MOUNTED SCHED SCHEDULE WG WATERCL05ET OR CPT CARPET FR FRAME MTL METAL 5D STORM DRAJN WALLGOVERING SHeeT NUMBER C5WK CASEWORK FRMG FRAMING SECT SECTION WD WOOD CT CERAMIC TILE FRT FIRE RETARDANT TREATED SGL SINGLE WP WEATHERPROOF GTR CENTER ?IS FLOOR 51NK N NORTH 5HT SHEET OR WORK POINT FT FOOT OR FEET NIL NOT IN CONTRACT 5HTHG SHEATHING WR WEATHER RESISTANT FTG FOOTING NO NUM5ER 51M SIMILAR WT WEIGHT A1.0 FUT FUTURE MOM NOMINAL 5PEL SPECIFICATION WWF WELDED WIRE FABRIC SPKLR SPRINKLER QrRoreRrr LWC io rote or sTRuciv ARCHITECT Q6 rACE Or 5TRULTURG TO r 5TRU'-TURG HERRERA ARCHITECTS PLLG QG rR-TY IJNE T OVERHANG 8456 LAWNS LANE 5e rORT ORCHARD.WA *"&7 2oG-945-9788 QD rR 5GT6AOI, temF�m,vr.M�.y.um INrILL BETWEEN EXISTING BANK AND NEW rOUNDATION WALL A5 REQUIRED TO SLOPE q-�• 5'-�, AWAY rROM HOUSE Q 7 "9 I Q 6.kR A Q e I 1 � II ( SEE GE0.TECH SWPP SITE PLAN ir I g,I I DARREN AND KEL51E MILLPR RESIDENCE I Izo a a.rinric DR I I I I i 1 GRAPGVIEW.WA I I I II I I I I PROPERTY LINE I i I REV♦ PATE 6Y DESCRIPTION EXISTING ....................... DRIVE PROJECT DATA Olymric Drive North DATE DE5 GNED 6Y TH OA 2020 DRArTLD 6Y TH PARCEL: ZZlVa-SB-,,asap HOUSE ADDRE56, IZa E OLYMPIC DR SHE:T Tm� GRArEWVIEW WA 5e.ry LEGAL DESCRIPTION: PARADISE SHORE E5TATE5 4Z TR V REPLAT Or B.C.D.E 547/7a OWNER: DARREN AND KEL51E MILLER 0484 E COLLINS RD rROJLLT NORTH rORT ORCHARD,WA 78366 SHEET NUMSGR A-I Site Plan SCALE:I:I,, All o- FOUNDATION NOTE5 ARCHITECT A: FOUNDATION rLAN NOTES: A-I HERRERA ARCHITEGT5 rLLC AL PROVIDE INSULATION PER SCHEDULE ON AW g4%,LANDING LANE 5e At. TYPICAL rOOTING rER STRUCTURAL rORT ORCHARD.WA 0"(-7 A3. TYPICAL rOUNDATION WALL PER 5TRUGTURAL z°6-o65-D7gg A4. PROVIDE 5TEr5 A5 REQUIRED MAX 7;'RI5ER AND II'TREAP5 A9. PROVIDE 15L=OUT AT DOOR 4g'-o AG. 4'CONCRETE 5LA5 5LOPE TOWARDS DOOR A7. 4'CONCRETE 9 A 5 PLAT A&. HOT WATER HEATER--5EE AI/A4.0 FOR STRAPPING AV. *EQ RI5ER5 AND 14 EQ TREAD5 SEE AI/A42 FOR STAIR INFO. A �� I AIO. 15 EQ RISERS AND 14 EQ TREADS 5EE AVA41 FOR STAIR INFO.PROVIDE WALKLINF- MEETING R31L7.4 `,V, ;%Mi ` ly NOTE:5EE SHEET A4.I FOR DOOR ANDS FOR WINDOW TYrE5 AW M J axta F 5w StorageJ 1 ur 5 TIERIIIIN 2O HP H � A5 A4 PROVIDE D OR A2 HEAT 556 SF MEETING DETECTOR R54.9.1 — A4 A7 _ ` N rIRE RE5I5TANT I _ CON5TRUCTION BETWEEN -o .�, GARAGE AND HOU5E PER TAILE R50Z.6 WITH MIN Z'GYP ON WALLS AND Ho DARREN AND ME IF-MILLER G9 or't t TYPE Y GYP AT CEILING I F q_Z Ix RE SIDE 6ETWEEN GARAGE AND LIVING SPACES GRATEVIEW,WA - I LANDSCAT LANDSCAPE _ c===J STAIRS STAIRS _ o HEAT IF A CONFLICT ARISES BETWEEN �Iy_e. ARCHITECTURAL PLANS AND ENGINEER PLANS; °j I ENGINEERING PLANS SHALL BOLLARD PREVAIL. REV w DATE DY DESCR"ON Ll rROJECT DATA DATE De5*NED 6Y TH JD LT IOh x°?1i DRATTED 6Y TH 20 GAL LP+ TANK ,y 5HEET Tf'fiJ• 4' SQUARE rOOTAGES: a-4 9y"g LOWER FLOOR FINISHED AREA q3 Sr MAIN FLOOR FINISHED AREA- I440 Sr 48'-o UPPER FINISHED FLOOR AREA-773 Sr TOTAL HEATED HOU5E AREA-Z3a&5r SHEET NUM5rR AI CARPORT AREA, M4 5r 0 q-4 GARAGE AREA- 556 Sr ^ Foundation/Lower Floor Plan 4o LOWER DECK- 000er ~_I SCALE �•-I'o' UPPER DECK• 05 Sr AZ-0 �-- rL00R rLAN NOTES ARGHITEGT • r: FLOOR PLAN NOTES: HERRERA ARCHITECT5 PLLC A-I g4y6 LANDING LAND SE rl PROVIDE ROD AND 5HELr AT CL05ET rORT ORCHARD.WA '2"&7 M. PROVIDE SHELVING AT PANTRY CLOSET Z0G-�c�-�78b P3, PROVIDE 5HE.VING AT LINEN CL05ET r4. PROVIDE 5TEr5 A5 REQUIRED r5. IIo EQ RISERS AND 10 EQ TREADS SEE AZ/A4.Z rOR 5TAIR INFO. PROVIDE WALKLINE MEETING R%1.4 •b'-o r6. 19 EQ RKeR5 AND 14 EQ TREADS SEE AI/A4.2 rOR 5TAIR INTO.PROVIDE WALKL.INE MEETING R311.7.4 y-y c• Ig'� F7. DECKING OVER PT 5TRUCTURE re. PROVIDE HANDRAIL MEETING IRC R31Z 40'-�• 9'-z• p'Z' F0• PROVIDE MIN ZZ•.150'ATTIC ACCE55.le A •1 1 Flo. MINI5rUT NOTE:5EE SHEET A4.1 FOR DOOR AND FOR WINDOW5 TYPES �5.�•-•`iT- .+.:" 9'-0. S'4e I ^ rc ry O _........�............ ......__. a D1 Laundr � or QM rz F o H ® I ... -1 o Pantr Kitchen ^ Bedroom r I 0 � - Peck E a° I AZ R� � 0 Bath o 50 CRA u DARREN AND KEL51E MILLER - RF51PENCE A-Z I20 E OLYWM DR O � ® GRAPEVIEW.WA di 0 0 A H Great - Room ^ _ Bedroom El >I I I I� �� �r� I (IREV w DATE 6Y DESCRMION O O IF A CONFLICT ARISES BETWEEN i i �'-z' ARCHITECTURAL PLANS AND ENGINEER PLANS; —' ENGINEERING PLANS SHALL PREVAIL. ro PROJECT DATA DATE DE5IGNED 6Y TH O.t Z024 DRATTED 6Y TH 9'9' SEE ENGINEERING FOR COMPLETE DECK CONSTRUCTION DETAIL 5HEET TITLE 5QUARE rOOTAGES: H—Mrs n--,rb. LOWER FLOOR rIN15HED AREA, 03 5P MAIN MOOR FINIeHED AREA- 1440 5r *av UPPER FINISHED rLOOR AREA-775 5r TOTAL HEATED HOU5E AREA-Z306 5r SHECT NUM6ER AI CARPORT AREA, 336 5r GARAGE AREA- 596 5r M91n Floor Plan 40 OHWEERDECK- &90err AZA n_I 5GALE. ••I'o' UPPER DECK- g9 5r 4 r❑_-- FLOOR FLAN NOTES ARCHITECT P: FLOOR PLAN NOTES: HERRERA ARCHITECTS FLL.0 A-1 &45(.LANDING LANE 5E M PROVIDE ROD AND SHELF AT CL09ET FORT ORCHARD.WA *"&7 FZ. PROVIDE SHELVING AT PANTRY CLOSET ioG-o69-57H8 ra. PROVIDE SHELVING AT LINEN CLOSET r4. PROVIDE 5TEP5 AS REQUIRED 1`8. 1(0 EQ RI5ERe AND 19 EQ TREADS SEE AZ/A4.2 FOR STAIR INFO. PROVIDE WALKLINE MEETING R311.7.4 48'-o F(n. 19 EQ RI5ER5 AND 14 EQ TREADS SEE AI/A4.Z FOR 5TAIR INFO.PROVIDE WALKLINE MEETING R!iu.7.4 4-4 �'_a• F7• DECKING OVER IT STRUCTURE Fe. PROVIDE HANDRAIL MEETING IRC R312 z• q i• p_i• 4_Z• W4 P9. FROVIDE MIN ZZ-.10 ATTIC ACCESS. 't RgYTd 4':r NOTE:SEE SHEET A4.1 FOR DOOR AND FOR WINDOWS TYPES �a'v'� O O O O t I h 0 e low _ ' F re Q E •s Ms3 r Bath w M b w fD A Z ,_....../ ' I i o v I I L_J J DARREN AND KEL51E MILLER RESIDENCE A-Z ., Ito It aYMfG DR \Otlen t0 below' q GRAfEVIEW.WA I I lb \ < < O °o � � \ Mai r Beclrm o O O O above above IF A CONFLICT ARISES BETWEEN ARCHITECTURAL PLANS AND REV 0 DATE aY DESaRirnON ENGINEER PLANS; Oc Oc Oc Oc Q ENGINEERING PLANS SHALL r7 PREVAIL. 9'-�' 4'-Z• �'-2• k'-Y' I 4 f'�' 'o s d� Roof below f8 fftOJEOT DATA DATE DE5r NED 6Y TH 0"200 DRArTEO 6Y TH z4'a• rx SHWT MTLE H.- SQUARE rOOTAGES: LOWER FLOOR FINISHED AREA• 93 Of MAIN FLOOR FINISHED AREA• 1440 5F UPPER FINISHED FLOOR AREA•773 5F TOTAL HEATED HOUSE AREA•21506 Sr SHEET Nw.uER AI CARPORT AREA- "(I SP 0 A• GARAGE AREA• 59G Sr SHOT 399 5F A Urrer Floor Plan LOWER DECK• G90 Sr SCALE: 4••I 0' UPPER DECK• 99 5P ' N0�5 ARCHITECT �� R: ROOP PLAN NOTES: HERRERA ARCHITECT5 PLLC `/(A-11I g456 LANDING LAW 5E RL PREMANUPAGTURED TRU55E5 PORT ORCHARD,WA Og3G7 R2. PROVIDE ATTIC VENTILATION PER IRG 2oG"���"D79b C120G yr x J°-g.G4 5P ATTIC VENT REQUIRED -tit. wm R3- METAL ROOF �rc}2,'.9TE(.') j t 7FK1pR44tiTY�'�.,� SAVE a i O I A-2 RIDGE -- DARREN AND KEL5IE MILLER RE5IDENCE A-2 110E OLYRM DR R' GRAPEVIEW.WA ❑ � tr I SLOPE J g lu o I G/12 ne G/IZ SLOPE SLOPE REV• DATE 6Y DESCRIPTION IF A CONFLICT ARISES BETWEEN ARCHITECTURAL PLANS AND RAKE SAVE ENGINEER PLANS; ENGINEERING PLANS SHALL PREVAIL. N M PROJECT DATA DATE DE5IGNED PY TH 2021, PRAT=6Y TH SAVE SHEET TfRE H-ee-R-;r6 SHEET NUM M AI Roof Plan Aa.D . A_. SCALE: ��•I�_C• I Max Ht.+H-- ...... At,,d H+ H.— ARCHITECT ELEVATION NOTF-� HF-RRF-RA ARCHITELT5 rUr- e4576 LANDING LANE SE r: ELEVATION NOTES: TORT ORCHARD.WA *"(7 EL IX!ITRIM 150ARP ON t 5ARC-r-BOARD MLd olnt of Reef AND GUTTER F-Z. METAL ROOFING E!,. HORIZONTAL SIDING F4. 5HINCAZ5 ............ F-e. x 4 TRIM — —- —-—-—- I-(,. TRIM IT-& rT COLUMN5 5FZ 5TRUCTURAL L(I r-,9. PROVIDEPROVIDEHANPRHANDRAILMEE MEETING 7 I IRC RNZ 15411. rT rRAM N&AND DECKING--SEE STRLIC-UFAL % Ell. 5TMr5 AS REOP. 5=5TAJR 5ECTION AJ/A4.Z t j MZ. KNEE BRACE AND BEAM-SEE STRUCTURAL L�T-Leval Its ...................::::Tl—TT F I 7 -4. Lz i, I ................. ................ A"-. — — — — -- — — — — LANDSCAPE i LANDSCAPE STAIRS STAIRS West Elevation 120 GALLON LP UNDER STAIRS SCALE: 1'-,7' PARRIT-N AND KEL51t MILLPR RF-5IPEINCZ E OLYMM PR CKArEArW.WA A.4:a H+of House Ff F-VATION NOTF-5 5 ELEVATION NOTES: EL M�TRIM BOARD ON b BARGE BOARD AND GUTTER F-7- METAL ROOTING E!!i- HORIZONTAL SIPINC, r=4. 5HINC-LE5 4 TRIM --—-—- F- TRIM E7. x 10 TRIM REV 0 PATE Ely DE5GRIrTION rT COLUMNS SEf!STRUCTURAL I EV. PROVIDE HANDRAIL MEETING IRC RNZ F-10. "FRAMING AND DECKING--SEE eTRUCURAL Ell. 15TEP5 Ay REOP. Stl!STAIR SECTION AJ/A4.2 'E12. KNEE BRACE AND BEAM-!5EE 5TRLKCTURAL U17-Lard AE IF A CONFLICT ARISES BETWEEN ARCHITECTURAL PLANS AN E�7 ENGINEER PLANS; rROJI51-7 DATA ENGINEERING PLANS SHALL PATE T H PREVAIL. o"zaz�, =:Illy TH ........... LANDSCAPE STAIRS IOU,.L—I LANDSCAPE W-t ex arerays Grads _ STAIRS ———---------—- ------—--- NUM15ER We6t Elevation no railing Shown MEAT PUMP HSPF 11 M TSUBISHI L 3-TON 36,ODO BTU A�?,O Max Ht oT R.—rer Actual Ht of"°"e. ARCHITECT _ o--FIEVATION ! a NOTES HERRERA ARCHITECTS rLLC 4 a4Bb LANDING LANE 5E I F- ELEVATION NOTES: PORT ORCHARD.WA *"&7 M:d omt e{Ro°f q EL IX3TRIM 60ARD ON;x 8 5ARGE 50ARD a ..O.Lrar�.tiuh.�m AND GUTTER E7 EZ. METAL ROOFING E3. HORIZONTAL SIDING E4. SHINGLE5 Ee. z 4 TRIM — — — — — — — EG. x G TRIM ------------ -------- --------------...--------------------- —-------— -------- 7 `� 10 TRIM — .....__....... -- I- . z T 9 _._. p p EO• PROVIDE HANDRAIL MEETING RG RNZ p s Mo. rT rRAMING AND DECKING--5EE 5TRUClJRAL i o _____________—---—___—_—_------- ! — Ell STEPS A5 REQD. SEE 5TAIR SECTION AI/A4.Z t4VTj -� — — EIZ. KNEE GRACE AND 5eAM-5EE 5TRXTURAL CraE _c Urr.,L I -14+t 41-1:H I P-0 .............. _ b p Mam Levsl IF— LANDSCAPE roz mIJ Grade �• • ' STAIRS Lower Le"sl _ _ _ _-..�. A-I North Elevation 5GALE: �'•P 0' DARREN AND KF_LSIE MILLER RESIDENCE Max Ht a Hevae Par semn� _- __. __.... __- _...... -- -- .. __ .. . . ......... _._. o If oL IEW.WA ___ _. 12o a Mnc PR Actual Ht of H— o--rl EVATION NOTES / E: ELEVATION NOTES: Mld°mt of Roof EI. IXajTRIM BOARD ON r x b BARGE 50ARD AND GUTTER EZ• METAL ROOTING E3. HORIZONTAL 5IDING M. SHINGLES M E$ *z 4 TRIM — E&. q z 6 TRIM E7• z 10 TRIM F*. rT COLUMNS 5EE STRUCTURAL REV. DATE 6Y DESCRIPTION eV. PROVIDE HANDRAIL MEETING IRG R3I2 Elo. rT rRAMING AND DECKING--SEE 5TRUCURAL eK 5TE1`5 A5 REQD. SEE 5TAIR SECTION AI/A4.2 EIZ• KNEE GRACE AND 6EAM-9EE STRUCTURAL n IF A CONFLICT ARISES BETWEEN er L—I q ARCHITECTURAL PLANS AND — — — — — — — — — — — — ENGINEER PLANS; ENGINEERING PLANS SHALL ___............. -- _..--- PREVAIL. PROJECT DATA DATE DE5 NED IG 6 Y TH EB ea O.t 2021, DRAFTED aY TH I � i I — � ! i Mar.L—A -- ......_ — — SHEET Tmz •� �,�.�.� N.rtl EL.stw. roz mIJ Grada •�'�•�•�.__�ti LANDSCAPE STAIRS _ 5!1EET NUM6•R Lower Lew! _.. A_3 North Elevation no railing Shown �� 1 SCALE: L •I'-o' •f I&.Ht-+H­TarARCHITECT Actual Ht of H.— ELEVATION NOTES HERRERA ARCHITeCTe rLLZ e*e(,LANDING LANE 5e E_ ELEVA NOTES' r0IZT ORCHARD.WA _S'OTE tt. -069-IlDe o( AN';I�M wm PT�IARP ON El e 15ARC-F DOARP T, AND;I EZ. METAL ROOFING I-!,. HORIZONTAL SIDING 1-4. SHINGLES 59. r 4 TRIM E&. &TRIM r6+. L_L I F1 h L 1. IT-7. 10 TRIM TEr�n ED. rT COLUMNS SEE STRXTURAL----------- �A�&'TtCl F*. rROVIPF_HANPRAIL MEETING IRC R-�IZ M!". PT rRAMINCv AND DECKING--SEE eTRUCURAL rs N MI. eTEr!5 AS RF-QP. SEE STAIR SECTION AJ/A4.2 % EIZ. KNEE 150CZ AND BEAM-SEE STRUCTURAL -—--------------------- ----— eg Urr-L-lill 74 .............. A.m..­J Cr,ii -— -—-— -—-—-—-—-—-—-—-—-— — SCALE: 44" - -- PARREN AND KEL51E MILLER ER RESIDENCE IZ49 e OLYMM PR ... .... 5��VIEW.WA Ma.HeH ­mj Atst Ht of House ELEVATION NOTES F--. ELEVATION NOTES: .114..... 1, m IX!oTRIM 50ARP ON b I!5AR&r_150ARP AND GUTTER Ez. METAL ROOTING lilt I I I I WHY, 1!b. HORIZONTAL SIDING E4. 5HINC-LE!5 E7 E5- k r 4 TRIM ryteIII Fill; III I 1� 11 fill! &TRIM 1-(0. e7. p r 10 TRIM Ee. FT COLUMNS SEE STRUCTURALREV 0 PATE 15Y DESCRIPTION F-2. PROVIDE HANDRAIL MEETING IRC RNZ ........ MO. rT rRAMIN&AND PMrJN&--eEZ 5TR000RAL L Efl. STEI`5 AS REOP. SEE STAIR SECTION AIIA4.2 % MIZ. KNEE BRACE AND SEAM-SEE STRUCTURAL IF A CONFLICT ARISES BETWEEN ......._.—_. _-. .......... Urr-L­1 ARCHITECTURAL PLANS AND ENGINEER PLANS; ENGINEERING PLANS SHALL PREVAIL. rROJWT DATA PATI! prf'*Nrp py TH .................... .................-.................................................. ........................................... .......................................... 0"zvz� PRAMP DY TH Man L­ fil-I 1 reT RTLI! ..nLI F ........... il 4 Arr-..I C-ra,6 -—-—-—- — — — — — — — — — — — — — — — fiHt=T NUMPER South Elevation Lower Lard - _LF .......... ......... L K.Hi.f H.v r v — — — — — — — — — — — — — — — — — — — — — aRCHITEGT A.i;m]Ht o{H. HER INSULATE EXPAN5 TANK REQ.WATER LINES R-y — 8460A LANRNG LANC se W/GL05MP FOR GOLD AND R-4 FOR HOT O / A ED PLUM6ING 5Y5TEM q4,I PORT ORCHARD.WA 08yG7 AND SHUT Orr VALVE ON GOLD — — zoG-OG5-9788 WATER CONNECTION I I I I NOT REQUIRED ON OPEN LOOP / 5Y5TEM ......,_._.......................... Attic rLeXZIN WATER CONNECTION MAX I I T/P VALVE DRAIN LINE TO RUN t z I I I I TO EXTERIOR POINTING DOWN I TMOra' =. { r 22 GAUGE 5E15MIG STRAP G MIN TO 24'MAX FROM GRADE LOCATED IN THE UPPER AND LOWER THIRP�Or TANKLAG SCREW5 AND/WASHERS I I - _ - one r Level I�5TUD5 OP HOUSE ar Laysl 2r4 ATTACHED TO 5TUD5 • I I ® I I W/� •4'LAG 61--REW5 AND WA5HER5 II I I ANCHOR WATER HEATER TO Main Level 6A5E AND BASE TO THE FLOOR I I RAISE PILOT LIGHT MIN le'APF '"I•a•^I I I _ _ I r.r mid Grsda I I NOTE: HOT WATER HEATER TO MEET TIER III OF NEEA ADVANCED WATER HEATING erwrIGATION 7 ` ICI (WeW R4o6) Lower Level A-I Water Heater 5ei5mic 5urrort A-Z SCALE: ; -I'-0' 6CALE: a'-I'-a* l I DARREN AND KEI.51E MILLER RF-5IDENCE Max Ht.{Huss Fr..­j Ito a OLYMPIC DR GRAPEVIEW,WA IF A CONFLICT ARISES BETWEEN _ ARCHITECTURAL PLANS AND ENGINEER PLANS; ENGINEERING PLANS SHALL PREVAIL. jA AC REV a DATE 6Y Pr%RP•TION .Q o UCGer Level t i PROJECT DATA DATE DESIGNED 6Y TH 0.e zoz�l DRPrTLD DY TH Deck Main Level MNn Laval u — SHCCT TMZ ----___.._..--------.--_------_-----.._- CHWT NUM"A Lower Level A-4 SCALE: .I'_O' F j _ Aj+,O ARGHITEGT HERRERA ARCHITECTS FLLC b466 LANDING LAND 5E FORT ORCHARD.WA *"&7 ZOG-9G9-9788 td lemhLa�fr..rray.hN.b.wm T< I� R303.7 INTERIOR 5TAIRWAY dLUMINATION. PROVIDE A MEANS TO ILLUMINATE A I .�5 THE 5TAIR5 INCLUDING THE LANDING AND TREADS TO A LEVEL Or NOT LES5 THAN ONE FOOT CANDLE Tywc4�s.T3f'=_ S (III LUX)MEASURED AT THE CENTER OF THE TREADS �[raL tx i-_'� AND LANDING �� RNI.7.8 HANDRAILS.rROVIDE HANPRPJL ON AT LEAST ONE - - - -_------- 5112E OF EACH CONT RUN Or 5TAIR5 10'MIN TREA125 ❑ l 70•MAX RI5ER5 R311.78.1 HANDRAIL HEIGHT 11•TREADS PROVIDED MEASURED VERTICALLY FROM THE 1a.875•RI5ER5 PROVI� SLOPED PLANE 5E 15ETWEE THE STAIR NOSING SHALL 6E 6ETWEEN 34 TO 3e INCHES RNI.7.83 CLEARANCE--PROVIDE HANDRAIL IV2 BETWEEN WALL AND R31I.7.8 HANDRAILS.PROVIDE / HANDRAIL AND TERMINATE INTO WALL HANDRAIL ON AT LEAST ONE _ - R311.7.&5 PROVIDE TYrE I HANDRAILS 5112E Or EACH CONT RUN Or 5TAIR5 WITH AN OUTSIDE PIA Or 11'* R303.7 INTERIOR 5TAIRWAY RN17&I HANDRAIL HEIGHT ILLUMINATION. PROVIDE A 5WITCH +` MEASURED VERTICALLY FROM THE AT EACH LANDING WHERE THE SLOPED PLANE ANDJOINING THE STAIR 5TAIR HAS SIX OR MORE _ NOSING 5HALL BE BETWEEN RISERS 34TO,81NGHE5 1 R311.7.83 GLEARANCE--PROVIDE RNI.76 rROVIPE LANDING AT THE TO HANDRAIL U'=BETWEEN WALL AND P HANDRAIL AND TERMINATE INTO WALL AND BOTTOM EACH �.., R31L7.6 PROVIDE STAIRWAY. MIN IN WIDTH LANDING AT THE TOP R3147.85 PROVIDE TYPE I HANDRAILS PERP,TO THE DIRECTION ❑ AND BOTTOM Or EACH WITH AN OUTSIDE PIA Or IV,' OF TRAVEL 5HALL NOT PERP.TO THE PIR IPTH ECTION DARREN REN51 ENNC.IEE MILLER 6E LE55 THAN THE WIDTH Or THE rUGHT OF TRAVEL SHALL NOT 2z��EW WA BE LE55 THAN THE WIDTH Or THE FLIGHT PROVIDE MIN("5'HEADROOM . CLEARANCE PER IRC R3,11.71g'+ ++. ` s + \.�..� T C T v 10 MIN TREADS 779•MAX 9I5ER5 II•TREADS PROVIDED 7629•RI5ER5 PROVIDED RGV w DATG 6Y DESCRIrTION to MIN TREAD5 i USABLE SPACE UNDER 77W MAX RI5ER5 /'�, X GYP BD eTAIRWAY W/a TYPE II'TREADS PROVIDED 770'RI5ER5 PROVIDED FIELD VERIFY DUE TO r' rIN15H GRADE5 PROJECT DATA DATE DESIGNED 6Y TH o"2025 DRAFTED 6Y TH SHEET TM-E 5bm 5.. - SHEET NLM MR Stair �✓ect)on 5talr 5ectlon �� A-I SCALE: Z• 1'-o• A-Z SGPLE: Z• I- • ARGHITEGT • READ ROUGH OPENING PLASHING DETAIL SEQUENCE IN IT ENTIRETY PRIOR TO START Or ROUGH OPENING HERRERA ARCHITECTS PLLL 45G PLASHING SIZE ALL RO TO AGGOMODATE FOR MASHING GULP UP. PORT ORCHARD.WA 085G7 STEP I:WEATHER RESISTANT STEP Z:SILL SHIM STEP 5A:CORNER PATCH STEP 56 SILL CORNER RA5HING STEP 4:SILL AND APRON PLASHING Zob-945-�788 BARRIER ON SIZE WINDOW ROUGH OPENING PLASHING PRECUT(Z)IZ'LONG STRIP OP PRECUT(I)PIECE OF'GRACE 12' z•^�'L•^w+�•N+*•�••m • CUT WEATHER RESISTANT BARRIER LARGE ENOUGH TO ACCOMMODATE INSTALL 8'LONG STRIP OF GRACE 12'VYCOR PLUS'SELF - VYCOR PLUS'SELF ADHERING THE WIDTH OP THE ROUGH OPENING I/Z'XG'CEDAR LAP SIDING INSTALLED GRACE 4'VYCOR PLUS'SELF ADHERING PLASHING. MAKE A G' PLASHING TO THE WIDTH OP THE HORIZONTALLY AT WINDOW SILL ADHERING PLASHING OVER APA VERTICAL RELIEF CUT 6'PROM WINDOW ROUGH OPENING PLUS It'. STARTING 18'PROM EA 51PE AT THE INSTALL CEDAR LAP TO DRAIN RATED WALL SHEATHING AT 49 EACH EDGE ON BOTH PIECES.FOLD MAKE A HORIZONTAL RELIEF CUT AT TOP EDGE MAKE A 6'VERTICAL. TOWARDS BULLING EXTERIOR DEGREES TO ROUGH OPENING. THE SELF ADHERING PLASHING 90 BOTH E14125 STARTING AT THE RELIEF CUT AND CONNECT WITH PASTEN TO ZX SILL W/0)'/4' DEGREES AND ADHERE CENTER LINE OF THE OUTSIDE EDGE HORIZONTAL RELIEF CUT THE - SERPENTINE BEADS OP HORIZONTALLY OVER CEDAR SHIM AND CUTTING 6'TOWARDS THE WIDTH OF THE ROUGH OPENING. CONSTRUCTION ADHESIVE AND VERTICALLY OVER STUD CENTER MAKE A SECOND RELEF STAPLE WEATHER RESISTANT NAIL GALV.SIDING NAILS Z'PROM FRAMING.RETURN REMAINING CUT STARTING AT THE END OP THE BARRIER Co 6'ON CENTER NOT CORNER AND 16'Or. ® TAB TO STUD FRAMING OVER 8'X HORIZONTAL CUTTING TOWARDS S ,^� 't MORE THAN I Y, FROM THE TOP VYCOR CORNER PATCH AND APA THE TOP.REMOVE THE TAB AND ® RATED WALL SHEATHING.RETURN INSTALL THE HORIZONTAL SILL Tmc.1itTd�'f^.. SII:E K"- �'. REMAINING TAB ATTACHED CEDAR MASHING OVER THE CEDAR SHIM.441 ••••-•� SHIM VERTICAL OVER 8'X4' 1* DO NOT REMOVE THE BALANCE OF VYCOR CORNER PATCH AND APA THE RELEASE PAPER ON THE RATED WALL SHEATHING.REPEAT BOTTOM OF THE PLASHING UNTIL PROCESS EA SIDE. FUTURE TIE IN WITH THE WEATHER RESISTIVE BARRIER SEE STEP O. Step I-Weather Re5i5tant Barrier Aron Z 5ter Z-5111 5hlm 3 5ter 3A & 34 4 5ter 4- Aron SCALE.'N/A SCALE:N/A SCALE: N/A SCALE: N/A STEP 5:JAMB PLASHING STEP 6A.DRAIN SCREEN STEP(B:HEAD JAMB PLASHING STEP 7.WINDOW INSTALLATION STEP AA:APRON OVER PLASHING PRECUT(2)PIECES OP'GRACE PRECUT�I)PIECE OF BENJAMIN PRECUT(I)PIECE OP'GRACE INSTALL ALL PLASHING AND PRECUT(1)PIECE OP'GRACE 4' it'VYCOR PLUS'SELF ADHERING OBDYKE HOME SLICKER'THE 18'VYCOR PLUS'SELF ADHERING WINDOW ACCESSORIES TO UNIT VYCOR PLUS'SELF ADHERING PLASHING TO THE HEIGHT OF THE -%\ WIDTH Or THE ROUGH OPENING PLASHING TO THE WIDTH OP THE PER MANUFACTURERS / PLASHING TO THE WIDTH OP THE WINDOW ROUGH OPENING PLUS IZ'. -� PLUS Z'EA SIDE W/A DEPTH OF 6. WINDOW ROUGH OPENING PLUS INSTALLATION INSTRUCTIONS. / WINDOW ROUGH OPENING PLUS It'. MAKE A VERTICAL RELIEF GUT AT \ POSITION THE DRAIN SCREEN Z' 12'.MAKE A HORIZONTAL RGLIEP SHIM AND PLUMB WINDOW IN / ADHERE OVER WINDOW FLANGE, BOTH ENDS STARTING AT THE BEYOND THE EDGE Or EA JAM6 GUT AT BOTH ENDS STARTING AT ROUGH OPENING.VERIFY ALL / ,! HORIZONTAL DRAIN SCREEN AND A CENTER LINE OP THE TOP AND AND PASTEN WITH STAPLES. THE CENTER LINE OP THE OUTSIDE OPERATION IS SMOOTH AND / TO JAMBPLASHING•MAINTAIN I'OF BOTTOM EDGE AND CUTTING C STAPLES TO BE INSTALLEDIN THE EDGE AND CUTTING 6'TOWARDS WINDOW IS IN THE PROPERDRAIN SCREEN EXPOSED BELAWki TOWARDS THE CENTER POLO THE TOP I W OP THE DRAIN SCREEN. THE CENTER.INSTALL THE LOCATION WITH WEEP HOLES AT BOTTOM EDGE OF PLASHING. TAB 00 DEGREES AND APPLY THE HORIZONTAL JAMB PLASHING THE BOTTOM OF THE WINDOW. \'` ADHESIVE PLASHING TO THE ZX OVER THE STUD FRAMING. PASTEN AND INSTALL WINDOW PER C[ STEP AB:JAMB OVER PLASHING - INTERIOR WINDOW OPENING.FOLD RETURN THE TABS DOWN THE MANUPACTURER5 INSTALLATION p PRECUT(Z)PIECES Or'GRAGE 6' THE HEAD TAB OVER BOTTOM OP WALL OVER THE INSIDE OP THE INSTRUCTIONS. =� VYCOR PLUS'SELF ADHERING HEADER AND SILL TAB OVER \ JAMB PLASHING.REMOVE THE ® PLASHING TO THE HEIGHT OF THE DARREN AND KEL51E MILLER 5ILLFLA5HING. REMOVE THE BALANCE OF THE RELEASE PAPER / WINDOW ROUGH OPENING PLUS W. RESIDENCE BALANCE OF THE RELEASE PAPER AND ADHERE THE VERTICAL HEAD ADHERE OVER WINDOW PLANGE, 120 E O-Ymrc PR AND ADHERE OVER APA WALL PLASHING OVER THE OUTSIDE ® JAMB PLASHING AND TO JAMB AND C+RWEVIEW,WA SHEATHING APRON PLASHING AND JAMB PLASHING AND APA RATED // // SILL PLASHING. WEATHER RESISTANT BARRIER WALL SHEATHING. STEP flG:HEAD OVER PLASHING REPEAT ON OTHER SIDE / PRECUT(I)PIECE OP GRACE 6' Q / VYCOR PLUS'SELF ADHERING PLASHING TO THE WIDTH OP THE WINDOW ROUGH OPENING PLUS IZ'. (oA and (off Ger 7 ADHERE OVER TOP WINDOW FLANGE, i SCALE.-N/A SGAI.Ei N/A SGALG N/A HEAD FLASHING AND JAMB OVER PLASHING. WEATHER RESI NJ 5ARRIFR S SCALE: N/A SLIDE FULL HEIGHT RUNNIN' \ 'i REV o PATE 6Y PESCRI�TION SHEET OP WEATHER REST TA \ BARRIER UNDER WEATHER \ RESISTANT BARRIER APRC 43 \ PASTEN PER MANUFAGTUR R5 RECOMMENDATIONS.OVE LOWER WEATHER RE5I5T T-, n BARRIER eHIO IN I WEA . -...._..__... 'i BOARD FASHION WITH WEA RESISTANT BARRIER SEE \ �,I TOP POR WEATHER RE5I5TAN - BARRIER INSTALLATION _ __ _O' SEE STEP!oB Z INSIDE 3 5EE 5TEP 5 PROJECT DATA DATE DESIGNED 6Y TH 0•+.Zo2�, DRArTEO 6Y TH LPT SIDE RT SIDE LINE Ca OUTER SILL 5EE 5TEP 4 SHEET TITLE • e1 � 10 1 SCALE:1 h N/A Prof&6 SHEET NUNMrR N/ Ar2-1 m 7. z z q O � O o c S t � W.A.D.R 41'./c (L {'CONC.SLAB a 2'x6'PT PLATE n S 12' 23'-8' 12'-4' - a m 4 24 w SB � H NORIz.a 1e•o/' ———————— ————————————— jr 24 < —— ————— _ .{ RT.a I8•0/c poo __.._ (ALT HOOK) (2M34 a 16'a/c 2 r— — ------------1 r��} , I (2)2'B PT PLATE I I i [COMPACTED FILL FINISM GRAM (pµ IN FTG.I 3Ro 8' STEM ON 24' FTG 8'STEM ON 16- FTG I i j •r. .0 SB 24 I I I I I G I I 6 ea c I I I I I I du sl 4 coNc, SLAB s1 4• CONC, SLAB I 2e 1—TYPICAL F❑UNDATI❑N WALL ul O SB76x24 I I I I I =1 o A o I I 3 1 I �a 7'MAK LL HT.PRIOR I I sl �. TLCOMPLETIONFIRST FLOOR OF BASEMENT SLAB I Alm FIRST OR DIAPHRAGM � 36' I I ._,' I I I! I I IL ,w I! I I A36!B•a/c 31p NDI -_-----__--- i W.AB.a 32.0/c 3 SH?fo(24 I I I< I 9' STEM ON 36•FTG I <2)2'.8'PT PLATE SI I I I I I I I T.(ACTT NmKe 8•o/c I I I I III I I M NORIZ.a 18'0/c L--—————————————————- �_ _------ � A ¢ — ————————— —————— --- ————— LINT.IN FTG Q •� 7'-EI' I I B' ' y 4•PERF PIPE IN DRAIN ROCK p IA O • VRAPPED 1N FILTER FABRIC •0 4w mm s c C7 N/IA 3'CLR 8'-3' ,_61• 6'-3' 2'-10' .4 VERT.!9'o/c 2'-4' 8'-3' 5'-7• 7' 12' 2 3e' (ALT Hooa 3—BASEMENT RETAINING WALL .4 HORIZ..9•./c FOOD N I I I II I II I I e�IN 13' 11'-1�' 9'-9' �2'-5�' 11'-5' 4• .. "' � � y � 3 FOUNDATION PLAN �CLR •y` I 9 � h NOTES: • ANCHORS 0 30• o/c U.N.O FOOTING SCHEDULE 2—TALL F❑UNDATI❑N WALL a d 24 24'x24'x12' (3)#4 E.W '�1' 36 3 'x 6'xl (4)#4 L.W 60 6U'x O'x18' 1(10)#4 E.Wuj Z t ry SCALE: ASS OWN DATE: J.2024 DRAWING NUMBER 12914 S1 m z z z o ° (2)6'TIMERLOKS!16'o/c 0 Y {OG o x S CS14 STRAP CS14 STRAP !32'o/c(41Y LONG) 2 !32.01c(48'LONG) 5K'x1lA'PSL RIM Zn O S (2)e'TIMERLOKS!16'0/c } m c lj 1-RIM @ CLEAR STORY NTS ....__. ........ ........... ...................__.___. ... 2x BLOCKING OVER _________PEARING WALL " DBL JST .. DBL JST 'O da3 A ...................__.___. KINNG G OVER 2x BLOCKING 1WALL 11%' TJI110 @ 16'o/c ._._.__.._...._. A C U U ll%' TJ1560 @ 16'o/c 6' Q 5W.1136' PSL 117¢' TJIIIO @ 16'o/c 1136' TJI360 ! 16'o/c Go[Ll O __ 11%' TJIIIO @ 16'o/c 00 a tn x tn 1 A I5y'x11%' PSL (2)2x BLOCKING UNDER WALL ABOVE-,- 2x BLOCKING OVER IP +77BEARING WALL Ir (2%S14 HORIZ @ RIM (48' LONG) s O cc I 2'x10' PT @ 16'o/c S2 1 1 x i.n HDR HDR HDR a s � � ; Ir (� FTi O 'x8' PT POST w/ECCB POST CAP I L f AND CPT POST BASE y HGUS HANGER (TYP. H I _ CV V V4'x33' GLH 1 _ 6'x12' PT _ Sy'xl]�,�' PSL HDR HDR 1 _ _ 8'x8' PT POST /ECCO POST CAP' I \ AND CPT POST BASE o DTT1Z DECK TIE @ 96'o/c u 1 O o (2)LS34 HORIZ. @ RI (2)C S14 HORIZ. @ RI d x10' PT LEDGER (ae' LONG) (48' LONG) d(2)LEDGERLd(S B 8'o/c 1�: a 2'x8' PT LEDGER �. a x ./(2)LEDGERLOKS @ 16'o/c zz a ® DTT1Z DECK TIE @ 96'0/c I 6'x6' PT POST w/ECCO POST CAP `( 6'xl2' PT_ 'x6' PT POST w/ECCO POST CAP z AND ABU POST BASE AND ABU POST BASE lj, IT6'1II HALER (TYP.> 6'x12' PTI _ 6'x12' PT 6'x12_ 6:x12' 6'x12' m 5 6'x6' PT POST w/CCO POST CAP/Y AND ABU POST BASE (TYP.) ,6 0 e FIRST FLOOR FRAMING SECOND FLOOR FRAMING : R oaMd NOTES: • ALL WINDOW/DOOR HDR TO BE 4'x10' HF12 U.N.O NOTES O $a • ALL WINDOW/DOOR HDR JACK STUDS TO BE(1)2x U.N.O ALL WINDOW/DOOR HDR TO BE STUDS TO U.N.O • IJOISTS TO USE IUS HANGERS IJOISALL TS TO USE IU HDR JACK STUDS TO BE(1)2x U.N.O Z w` • DECK JOISTS TO USE LUS HANGERS DECK S IS USE IUS HANGERS ry • DECK JOISTS TO USE LUS HANGERS sCAIE: AS SHOWN DATE: )®.2024 DRAWING NUMBER 12914 S2 m z z = o � a I I I I I I i...i.'_ I — I it 35 a 16'o/c FROM p GABLE TRUSS TO SHEARWALL a I = 1 it i 1 A35 a 16'o/c FRO 9Q p DRAG TRUSS TO SHEARWALL L• W O L I �� I � �a _.... NW V� a GIRDER TRUSS a U .. O MANUFACTURED TRUSSES / a N I�a 24'o/c (BY OTHERS) � > x 2'x6 a 24'o/c I (� OVE RAMING (TYP.) A Q I I I aoo3 MANUFACTU D TRUSSES I Q •� e 241o/c c Y OTHERS) •� > A35 a 16'o/c Om-F GABLE TRUSS TO SHEARWALL O HDR HDR I HDR HDR I O O IT N� I I _ V m ROOF FRAMING y ai s F Q C NOTES: 5 R • ALL WINDOW/DOOR HDR TO BE 4'x10'HF/2 U.N.O • ALL WINDOW/DOOR HDR JACK STUDS TO BE (1)2x U.N.O c a $ • TRUSS HANGER PER MANUFACTURER ac zw SCALE: AS SHOWN DATE. J.2024 DRA W MG NUMBER 12914 n T S3 OZ 9/1 aa.1aa30v ( VM`Ma1A3du1D 99ce6 vm'wwyouoa'ccvxs oa•o�—vl�vneaer < OAAOWJaV vm P1L4a10.1•lod 3A11 01dU.1X -'''uessc',.:`•�„ larr9cecovs)-«cz-sbe(«ci ? •a N tV1 'uN O3NBHH� PLO'd SUIIIOD•g t'gJ79 Q I� �Z c •,� SmdaunSpugSuryug(a•Suuaam9ug < 9 N hrI VN NMvaU Ja 1 Ualiva uOld 11cAuvaNS Q{ '� •Ju `Sa CIJOSS UOS r�V CZiI m ONNOISA(1 11011aMwaa AS UVO UN „• �+ '-. 1 IO•�•� r 11VO AH SNOISIA3L '210i �' < Q 6k'dr.'d�d�d� dYt e eg eg�geK� �aB dg RW fa< �^ N b b • e e 0 • 3�.>� a � $ $ qa !A i all2-2 iu aka c (q yq( Y x y d a 6! N S9 S �2Bvg"�' �W�BgBJ� lisp 019 �i i deal? Own ee N r^^ VryII I� U O S © O A 0 W Qw Li U r U W I I 1 _ � Y ; P -J i i .. u : v n a I i U I'r..TIUI..II; N ( _ 1 ® ® w ~ I •LI 1"'1 U N S r^ N I w p j I I I I m I U I I H I N Z N ® I q A A A ® U H I!D � R R •D � I 2 S U v I r N I N I I 11 Y R � R S 2 STRUCTURAL NOTES: DESIGN CRITERIA. m i z z 1.BUILDING CODE 2016 INTERNATIONAL BUILDING CODE SHEARWALL SCHEDULE _ __________ ________ • 2.VERTICAL LOADS: ROOF FLOOR MINIMUM EDGE FRLD SOLE PLATE SD_L PGTE -�(--------�-"'( (�--TI TI--Ir SIMPSON SIRES STRAP TIE ACROSS SNOW LOAD 25, SHEATHING NAILING FAILING HA CAN.!END. I II II II 11 I� I II III II I t--LEA P. VERT TO POST SIMPSON ST STRAP TIE SIMPSON LTP5 EA FACE V y LIVE LOAD ?5 p�wf pf 12 dJE°FAUX O Fo.c O 12'0.0. (2)16a•1B'!/c :Bu gTejl,gpjE I II II 11 II II II II I BEAM DOUBLEE DOUBLE TOP PLATE DOUBLE TOP PLATE u0i U a LATERAL LOAD FORCES TRANSMITTED BY DMPHRAGM ACTION TO ® 7p/."FA� a 4_ a 12•o.a (2)15d a 12'0/c .°2.gy.PLATE L-_J--_11-_-_JI II I I II I � WOOD SHEARWALLS AND THENCE TO FOUNDATION WHERE DISPLACEMENT 7 1 CDX S Bdn.O r -Tr lT Dl�il®-i1 11 II I IS RESISTED BY PASSIVE PRESSURE AND SIDING FRICTION OF FARM. ® ONE FACE a 2r.a a 12•l.a (2)tld•60/! w (2)2.M.PLATE I II II II 11 II II II I '' (2) 16e 4.SNOW 061CN DATA(ASCE 7-16) 1B 32 COK (2)10°•6'o/e 5/B DIY.O 24 I II II I�= =�1 I�- -� IMPSON A35 CUP FLAT show LOAD,Pf:2a1 TNT m DINE FACE IOd a 4•w. Od a 12m e ' 22x HIM.PULE 1 II 11 II II II II II 1 SNOW EXPOSURE FACTOR,G: 1.0 ® 'oaE�Aa 10tl•3•R od•12•o.r- (2)1B°•B•w/R ° y�'( p°IATE I _ II _II__ II II II II II I 2 SNOW IMPORTANCE FACTOR.Y: 1.0 SIMPSON ST STRAP TIE THERMAL FACTOR.CL 1.1 MV 1101 J F-�-�f 11 11 1 5.WIND OFSK;N MIA(ASCE 7-16) t ALL STUDS AND BLOCKING SHALL BE HF/2 Nl TOP AND BOTTOM I 11 11 11 11 11 11 11 I WIND SPEED:Vull-110 mph PLATES SMALL BE HF 2.ALL SHEATHING EASES SHALL BE HACKED I 11 11 I -u-�I 11r--J{L�-J IK STUDS,MINIMUM DOUBLE 2 X STUDS.MINIMUM DOUBLE STUD RISK CATEGORf:II WITH 2x OR WIDER HMG UNLESS ORERWBE NOTED(SEE NOTE/2). I 11 11 1� it 11 11 -11 1 S EXPOSURE CATEGORY:B 9 EATHING MAY BE INSTALLED EITHER HORIZONTALLY OR YENTIGLLY. I 11 11 11 II 11 11 11 I 6.SFISMIC DESIGN MIA(ASCE 7-16) Z WHERE SHEATHING HAILING IS A®M GREATER,FOUNDATION SILL PLATES I 11 II 11 II 11 11 II I �' SEISMIC FORCE RESSTING SYSTEM:MOOD SHFARWALS AND ALL FRAMING MEMBERS RECEIVIIIG EDGE HAILING FROM AB NE UTTING PALS m RISK CATEGORY:II SHALL NOT BE LESS THAN A DOUBLE 2-INCH NOMINAL MEMBER AND SILL RATES I II II II II II I I A)BEAM PERPENDICULAR B)BEAM PARALLEL M BEAM ON TOP PLATE SEISMIC IMPORTANCE FACTORY:-1 HOT BE LESS THAN A DOUBLE 2-INCH NOMINAL MEMBER. J _u YAPPED SPECTRAL RESPONSE ACCELERATION:5-ALES,Sf-0.6 p DESIGN SPECTRAL RESPONSE ACCELERATION:Sdw-1.2B,Sd1-0.66 3 HAILING CRITERIA IS BASED ON OC 2306.3 AND AFLPA SPDVS TABLE 4.GA FOL - F SITE CLASS:D GO PLYWOOD AND Milt FRAMING.WIRE STAPLES HAY BE SIDSTIMED AS OUTLIED ?-TYPT�A( VMD BEAM TO WOOD FRAMING SEISMIC DESIGN GTEGORf:D INTHE STRUCTURAL NOTES.OTHER SUBSTITUTIONS MUST BE VERIFIED IN WRITING BY M I xR SEISMIC RESPONSE COEFFIC ENT,Cw:0.197 i-� L-0 Z(D RESPONSE MODIFICATION COEFFICIENT.R:6.5 4.HOLIIDAIMIS AND➢OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY I EOUNALEM LATE NAL FORCE PROCEDURE(ASCE 7 12.6.1) SHEARVALLS.SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON H (2) DESIGN BASE SHEAR: 13.3M THE PLANS.REFER TO THE APPROPRIATE CONNECTOR DETAILS FOR A➢➢]TIDAL • w (1) NOTES, INFORMATION REGMDIMG ANCHOR BOLTS,EMBEDMENT LENGTH.ETC WTES, 1.FL�R/ROOF SHEATHING 7.SOIL PROPERTIES ANCHOR 3 ANCR BOLTS MUST BE EMBEDDED INTO CONCRETE OR GROUTED CHU A MINIMUM L DOUBLE EDGE HAILING (2) 2.DIAPHRAGM EDGE NAILING PER PLAN BEARING CAPACITY:1,500 plf OF 7'.AND SHALL THE PLACED TO PROVIDE A MINIMUM O'2'GROUTED CLEM DA DDlN9lE TDP PLATE��/�EpDGE NVUMG((gAAGGGGqq))®YOP PANE SPLICE NUp NAgf1G PER pUN6 2.FLOUR SHEATHING (J) 3.2x4 IL AI BLOCKING LATERAL CAPACITY:250 PIT/k TO TIE FACE OF FORMED CONCRETE(PROVIDED 3'CLEAR FOR CDINORTE C/Si SD SNFAmaAL1 HCEMlUAF FOR LIMBER GRAOQ. LAP 4'-0•MFMILL CENTER SPLICE ON STUD. 3.JIM T PER PLAN (4) A FLOOR JOISTS/ROOF RAFTERS : AGAINST SOIU. ®EDGE MAI AT ALL PANEL EOGFS BADI(w/ HQDOWN PER BpEOUU AMID PLAN W 4.WAIST MANGER PER PLAN GfNFRAt. I.BLOCKING OR BADDNG O 3.WOOD BEAM PER PLAN 6 EDGE OF ANCHOR BOLT WASHER SMALL BE WIN 1/2'OF SHEAR WALL SHEATHING O�MA)11C TO NODOAN POST(FULL HEIGHT) 1.ALL MATERIALS D WORKMANSHIP SHALL CONFORM 10 THE CONTRACT DRAWINGS. ®COORDINATE STUD AN PUITE SIZES LL 4F RID➢ E ETS 3) 2.DURING THE CONSAFETY OF THE PERIOD THE CONTRACTOR SWILL BE RESPONSIBLE ®gam O 16•°'o JO EDGE MMDC TO POST TRY SPUDS �0/ Q FOR THE SAFEtt TR THE BUILDING.THE CONTRACTOR SWLLL PROVIDE AOEOMTE HOLDOWN SCHEDULE OE P.T.SAL PLATE./EDGE NNHD•ANCHOR SHORING. AND KING STUDS (4) SHORING,BRACING AND GUYS IN ACCORDANCE w/ALL WTIDNAL STATE AND LD(AL MC11Dt THIU BOLTS EMBEDMENT M EDGE BOLTS PTA OF 5/AI SCHEDULE(BOLTS SAFETY ORDINANCES.ANY DEVATION MUST BE APPROVED PRIOR TO ETEC00N. MO BOLT Oi HAILS LENGTH DISTANC A MINIMUM OF 5/B•5a.ANCHOR BOLTS O ®BFNWNG STUD,PLAT HEADER (5) .v^ 48'o.c. y� 3.ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS.AM DEVIATION HOLZ 5/B'DA (6)SOS SCREWS 10 SSTB241 3/v 'I-TYPICAL WOOD FLUSH BEAM L6 MUST BE APPROVED BY OSHA PRIOR TO ERECTION. N➢UI 5/e'DIA (30)SOS SCREWS 1 21'SSTB241 3/4• Mrs HmNs 51W DIA 04)SDS uREWs 25•SSTe 13/s' 1-TYPICAL WOOD SHEARWALL ELEVATION 4-TYPICAL WOOD FLOOR/ROOF BLOCKING G p.1: 4.THE CONTRACTOR SMALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES. HDw 71W DIA (M SCREWS 23•SST928 13/4' MVi XO LVO 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL MOi xOWM NOTFSi L TRADES AND SMALL CHECK N1 DIMENSIONS.ALL DISCREPANCIES SHALL BE CALLED 1.ALL THREAD BOLTS SHALL CONFORM TO ASTM A307. TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH NOTES, DGE NAIL FLOG(SHEATHING ^ O THE WORK 2.MIN CONCRETE COFRE151VE STRENGTH F•c-3AN pwL L SHEMVALL PER PLAN TO BLOCKING 4'-0'MINIMUM M2) )) 2. BASE PLATE NAILING OM 6.DRAWINGS INDITE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE 3.HDI]/e REQUIRES A 6x6 MM POST Ste,HDU2/4/5 REQORES (B �'xt1:{•LVL RIM In 3SHEARPANEL EDGE NAILINGSHEARVALL SHEATHE H/')CONDITIONS ARE NOi SPECIFlGLLY INDICTED BUT ME OF SIMILAR CHARACTER TO xMGN POST SIZE.HD19 REQUIRED ION 6xB POST SIZE UNJI 1-O 4'O. <6 3) 4. BREAK SHEAR PANELS OVER RIM PER PLA5!l6'c/c TD TOP PLATE OETNLSSHOWN.SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO 4.MINIMUM EDGE DISTANCE SHOWN IS FOR FORMED COC ETE (7 5. 16°!6'o/cREVIEW BY THE ENGINEER. E%POSED TO SOIL OR WEATHER.FOR CONCRETE CAST AGAINST NOTES: 6. PLYWOOD SUBILOOR 7.ALL OETNiS DESIGNATED AS STANDARD OR TYPICAL S/W1 OCCUR IN ADDITK)N SOIL PRGVmE 3'CL.EM TO ACHOR BOLT. 1.TOP PLATE SPLICE OVER 7. FL�tOUSTPERPLANTO ANY OTHER SPECIFIC DETAIL CALLED OUT. 5.NAILS TO HOLDOWN POSTS SHALL BE IU COMOL OW SINERS SUBTUD SLY' 3) B. SOLE PLATE ANY BE USE➢WITH PRIOR WRITTEN APPROVAL BY THE STRUCTURAL 2.DOODLE TDv PLATE 4) 9. A33!16'0/C B.ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS ENGIEER). w000 STUDS 3)IS GIVEN AS THE BEST PRESENT KNOWLEDGE BIT WITHOUT GUARANTEE OR ACCURACY. STEEL.NOTES. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS,THEY SHIALL BE REPORTED 3) TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE.MODIFICATIONS TO 1. WIDE FORME SECTIONS TO BE ASTY A992(Fy-50bi),HSS SECTIONS 3) DETAILS OF IXM/SIRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL TO BE ASTM A5DO(Fy-46W).PLATE TO BE/STM A38(Fy-36b1). A OF THE ENGINEER. (y 2 BOUTS TO BE A307 UNLESS NOTED OTHERWISE B.FOR CONCRETE FOOTINGS: FOOTING DEPTH TO BE MIN.BE 12•TO TED O IISLY UNDISTURBED SOIL OR UNDISTURBED Fl<L J, WELD FlLLER 70 BE 70b1 UNLESS INDIGO OTHERWISE NJ_EXTERIOR IONS TO FE SUPPORTED ON CONTINUOUS FOOTINGS. PIPE PENETRATIONS TO BE SLEEVED. WOOD NOTES: 5-TYPICAL SPLICE OF WOOD TOP PLATE N 1. FRAMING LUMBER SHALL BE HEM-FIR NO.2;AND HEM-FIR NO.2 FOR ALL TOP MID ND 6-TYPICAL FLOOR TO FLOOR WALL CONN. A� •r. BOTTOM PLATES(GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS).LUMBER TO Mls 7-FLOOR TO INT SHEARWALL A BE GRADE MARKED PER WCUE!SPECIFICATIONS. L, (4 NOTES' 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD.EXPOSURE 1,SHEATHING L TRUSS BOTTOM CHORD (1) ..M CONFORMING TO EITHER COMMERCIAL STANOAROS P51-63,APA PR STANCE OR VOLUNTARY (2> OR 4x-2x LENGTH PRODUCT STANDARD PSE-92.PROVIDE MINIMUM OF 3/8'EDGE DISTANCE ON ALL NAILS 2.INTERIOR SHEARWALL PER PLAN O� •Q" (I 3.2x6 FLAT BLOCKING!12' (3) LENGTH Btl/10d!6'0/ 0 + AND 1/8'EXPANSION JOINTS BETWEEN ALL PANEL EDGES.MINIMUM SHEATHING (5 4.2.6 F NAILS NOTES_ REQUIREMENTS ARE AS FOLLOWS: 5.SIMPSON A35!12' (4) 1.16d!6'D.C.NAILING z _�•> ROOF SHEATHING TO BE 15/32'C-D INT-APA RATED PLYWOOD WITH EXTERIOR GLUE.P.I. (2 (2 3.2x HLDCIQNG O 24/0(USE 5-PLY FOR PANELIZED ROOFS).INNING 6d O 6 INCHES ON CENTER AT 4.FLOOR SHEATHING PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. S..AISTS PER PLAN SUB FLOORING TO BE 23/32'ThG C-D EXTERIOR/D(POSURE 1-APA RATED PLYWOOD 6.SHEARWALL BELOW- WITH EXTERIOR GWE,P.I.a8/24.GLUE AND NAIL WITH 104 AT 6 INCHES ON CENTER SHEATH AND TAIL PER 38 IDArAPi l6tl!6'o/c D P� SHEARWALL SCHEDULE NAILS Y O V AT PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. MIN' SDLE PLATE NAILIN BLDLK V N (5) LENGTH 6d/lOd!6'0/ 3. NAILING SHALL CONFORM TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE END UNLESS NOTED OTHERWISE.USE COMMON NNlS THROUGHOUT UNLESS NOTED OTHERWISE (2) 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR O O (6) START NAILS "FRE-IkNT T APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. END ACH 5. PROVIDE 3'x3•x1/4•(USE GALVANIZED O P.T.MEMBERS)PLATE WASHERS UNDER HEADS 9-JOIST AT WOOD STUD WALL AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD UNLESS NOTED 8-TRUSS TO INT SHEARWALL Mrs 8tl/10d!6'0/ OTHERWISE ALL FASTENERS IN CONTACT WITH PRESSURE TREATED TO BE HOT DIPPED Mrs ND NAILSGALVANIZED. ROOD BLOCK11-FLOOR TO FLOOR STRAP CONN. 16d!6'0/c6. BOLT/ALES SMALL BE NOMINAL DIAMETER OF BOLT PLUS 1/16•UNLESS OTHERWISE ,�NOTED.LAC.BOLTPILOT HOLES SHALL BE PRE-DRILLED TO BOX OF THE NOMINAL (l) FACE NAILSDIAMETER OF THE LAG BOLT UNLESS OTHERWISE NOTED. NOTES. 7. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5/6•MIN l S7EEL BOLTS SPACED AT 48'o.c.MAX.(EMBED 7'MIN.INTO CONCRETE OR MASONRY). SEE PLANS C13NTIMUOUS FASCIA VITH(2)ANTIDETAILS FOR SPECIFIC REQUIREMENTS WHERE OCCUR ROOF TRUa 10d NAILS DUTRIGGER Il T24E CC. Mls PER PLAN B. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL DE PRESSURE f3) 3.2x1 OUTRIGGER!21.OC BOTTOM DAPH EDGE 4.(2)10d HAILS PER TRUSS NAILS CI TREATED.(SEE NOTE 1 FOR MINIMUM GRADE INFORMATION) MAKING T4) 5.SIMPSON A35 CLIP AT EACH f31 6.GABLE END TRUSS- 10-MSTC6r R l STRAP TWUN I ATIDN - 9. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR PLYWOOD USED IN SHEAR PANELS AND DIAPHRAGMS. (6) SHEATHING AND NAILING PER Mrs oD 10.STUD NOTCHING:BEARING-25%NOTCH,40X BORING(60%BORING O DBL)NON 1 O EACH TRUSS 7) SHEARWALL SCHEDULE y �. ; 7.10d!6'G.C.BOTTOM BEARING-40X NOTCH,6M BORING HOLES NO CLOSER THAN 5/5•TO FACE OF STUD SNEAftwN1 TRUSS CHARD TO WALL TOP R $ 4LaY+ CONCRETE NOTES EDGE NAILIG B.J. BRACE!48'DC.WITH •O S O 1. MINIMUM 28 MY STRENGTH 3,000 PSI(Fc-3,ODO PSI),UNLESS NOTED OTHERWISE SIMPSON A35 CLIP EACH END h i0 e i tJ7 9.TRUSSES PER PLAN QI m $ 2. ASTM A615(Fy-60 KSI)DEFORMED BARS FOR ALL BARS.NO TACK WELDING OF 1 s-TRIICC TO SHEARWALL CONN, e� R $ REINFORCING BARS ALLOWED WTHOff PRIOR REVIEW OF PROCEDURE BY THE STRUCTURAL SHEARWALL LATEST AD CODE AND DETNLNG MANUAL APPLY. xT 14-TRUSS GABLE END TRUSS C AW 2 o 3. MINIMUM SPLICE LENGTHS:/4 BM-24•LAP;/5 BAR-30'LAP;16 BAR-42• MO R6 pb $ d 4. MINIMUM CLEAR COVERAGE:CAST AGAINST FJRTH-3%/6 BM OR SMALLER-2' O ,` Ma - z AS SHOWN DATE: J®2024 DRAWING NUMBER 12914 s rrr S5 RECEIVED FEB Z 1 2024 PLANNING 615 W. Alder Street