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APVD BLD BLD2024-1483+Architectural_Plan+11.9.2024_1.35.47_PM+4611206GENERAL NOTES DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE 2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36". 3. HORIZONTAL DIMENSIONS SHOWN INDICATE FACE OF (F.O.) CONCRETE, F.O. MASONRY, F.O. SHEATHING, CENTERLINE OF COLUMN GRIDLINE, OR F.O. FRAMING (WOOD & METAL), UNO. VERTICAL DIMENSIONS INDICATE TOP OF (T.O.) SLAB, T.O. SUBFLOOR, T.O. STEEL, UNO. 4. INFORMATION REGARDING EXISTING CONDITIONS USED TO PREPARE THESE DRAWINGS HAS BEEN PROVIDED BY OTHERS. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS. THE ARCHITECT WILL ISSUE A WRITTEN DIRECTIVE IF FURTHER CLARIFICATION IS REQUIRED 5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, DATUM, LEVELS AND CONDITIONS PERTAINING TO THE WORK PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES WITH THE DOCUMENTS. THE ARCHITECT WILL ISSUE A WRITTEN DIRECTIVE IF FURTHER CLARIFICATION IN REQUIRED. ABBREVIATION LIST NOTE: THE STANDARD LIST BELOW INCLUDES ITEMS THAT MAY NOT OCCUR IN THIS PROJECT ABV ABOVE LID INSIDE DIMENSION ACP ALUMINUM COMPOSITE PANEL INSUL INSULATION AFF ABOVE FINISH FLOOR INT INTERIOR AC TILE ACOUSTICAL TILE AL ALUMINUM JT JOINT ARCH ARCHITECTURAL LAV LAVATORY AVG AVERAGE LT LIGHT MO MASONRY OPENING BLKG BLOCKING MATL MATERIAL BR BRICK, BACKER ROD MAX MAXIMUM BOL BOLLARD MECH MECHANICAL BTTM BOTTOM ML METAL LOUVERS BV BRICK VENEER MTL METAL CPT CARPET MIN MINIMUM CLG CEILING MUL MULLION CEM CEMENT CL CENTER LINE NOM NOMINAL C TO C CENTER TO CENTER NA NOT APPLICABLE C.T. CERAMIC TILE NIC NOT IN THIS CONTRACT CLO CLOSET NTS NOT TO SCALE CW COLD WATER COL COLUMN OC ON CENTER CONC CONCRETE OD OUTSIDE DIMENSION CMP COMPOSITE METAL PANEL OVHD OVERHEAD CMU CONCRETE MASONRY UNIT 0/ OVER CONST CONSTRUCTION CONT CONTINUOUS P PAINT COORD COORDINATE PC PRECAST CONCRETE CFM CUBIC FEET PER MINUTE PEN PENETRATION FLASHING CG CORNER GUARD P LAM PLASTIC LAMINATE CIP CAST IN PLACE CONCRETE PLYWD PLYWOOD CWP COMPOSITE WALL PANEL PTD PAINTED PT CONC. POST -TENSIONED CONCRETE DTL DETAIL PT PRESSURE -TREATED WOOD DIA DIAMETER DIM DIMENSION RL RAIN LEADER DR DOOR REF REFRIGERATOR, REFERENCE DN DOWN REINF REINFORCING BAR DS DOWNSPOUT REV REVISION DWG DRAWING R RISER, RADIUS RM,RMS ROOM,ROOMS (E) EXISTING RO ROUGH OPENING EA. EACH ELEC ELECTRICAL SAF SELF ADHESIVE FLASHING ELEV, EL ELEVATION SCHED SCHEDULE EQ EQUAL SCWD SOLID CORE WOOD EXIST. EXISTING SEC SECTION EXT EXTERIOR SHT SHEET SV SHEET VINYL FO FACE OF, FINISH OPENING SC SOLID CORE FIN FINISH SPECS SPECIFICATIONS FAAP FIRE ALARM ANNUNCIATOR SF SQUARE FEET PANEL SRWY STAIRWAY FD FLOOR DRAIN S.S. STAINLESS STEEL FEC FIRE EXTINGUISHER CABINET STL STEEL FRT FIRE RETARDANT TREATED STOR STORAGE FHA FULLY HANDICAP ACCESSIBLE STRUCT STRUCTURAL FLSH'G FLASHING SUSP SUSPENDED FLR FLOOR F.A. FLUID -APPLIED T TEMPERED GLASS FND FOUNDATION T.I.G. TEMPERED INSULATED GLASS FOIC FURNISHED BY OWNER, THRESH THRESHOLD INSTALLED BY CONTRACTOR T.O. TOP OF FOIO FURNISHED BY OWNER, TT TREAD, THICKNESS INSTALLED BY OWNER TS TUBE STEEL FOS FACE OF STUD TYP TYPICAL FV FIELD VERIFY FS FLOOR SINK UNFIN UNFINISHED FCC FIBER CEMENT CLADDING LINO UNLESS NOTED OTHERWISE FW FIBERGLASS WINDOW UON UNLESS OTHERWISE NOTED U / UNDER GA GAUGE GALV GALVANIZED VERT VERTICAL GAP GENERATOR ALARM PANEL VCT VINYL COMPOSITION TILE GL GLASS GLULAM GLUE -LAMINATED WC WATER CLOSET GWB GYPSUM WALLBOARD WD WOOD GMRL GALV. METAL RAIN LEADER WNDW WINDOW WP WATERPROOFING HC HANDICAP WRB WEATHER RESISTANT BARRIER HDW HARDWARE WS WHEEL STOP HT HEIGHT W WIDTH HM HOLLOW METAL W/ WITH HOR HORIZONTAL HB HOSE BIB HW HOT WATER HWT HOT WATER TANK REFERENCE SYMBOLS 12 12 BUILDING SECTION INDICATOR A3.2 A3.2 1 ROOM NAME 101 C L3 R 12 WALL SECTION INDICATOR ROOM IDENTIFIER w/ NAME & NUMBER WINDOW TYPE IDENTIFIER (L = LOUVER TYPE) BUILDING ASSEMBLY TYPE INDICATOR (R = ROOF, W = EXTERIOR WALL, F = FLOOR) PARTITION TYPE INDICATOR - INTERIOR (T = THERMAL INSUL, A = ACOUSTIC INSUL, # _ CONFIGURATION) P-1 FINISH INDICATOR 5 EXTERIOR ELEVATION INDICATOR A3.1 C 2 2 INTERIOR ELEVATION INDICATORS A8.1 B A8.1 (BY ALPHA CHARACTERS OR DIRECTION) A 16 DETAIL INDICATORS A5.1 3 REVISION INDICATOR FIRST FLOOR LEVEL 0'-0" ELEVATION & LEVEL INDICATOR T.O. WALL 0'-0" SPOT ELEVATION INDICATOR 302 DOOR NUMBER CPT SV FINISH TRANSITION 14 KEYNOTE INDICATOR A 11 IDENTIFICATION DEVICE INDICATOR BARRIER FREE 60" CLEARANCE CIRCLE INDICATOR 1 A GRID INDICATORS PLAN NORTH Tl� NORTH INDICATOR (ARROW = TRUE NORTH) VICINITY MAP PROJECT TEAM MATERIAL SYMBOLS OWNER DAVID HENRY GIRE NOTE: THE STANDARD SYMBOLS BELOW INCLUDE MATERIALS THAT MAY NOT BE USED ON 23618102ND PL W THIS PROJECT. EDMONDS, WA 98020 P: (303) 618-2002 EMAIL: dhgire@uw.edu EARTH WOOD BACKING OR SHIM CONTACT: DAVID HENRY GIRE ARCHITECT GRAVEL No >< WOOD FRAMING, CONT. HALLER ARCHITECTS LLC 12216 CORLISS AVENUE NORTH SAND, MORTAR OR PLASTER ENGINEERED WOOD FRAMING SEATTLE, WA 98133 ZZZZZZ44 P: (206) 235-0935 E-MAIL: boyerscottl@gmail.com ° . ° o a CONCRETE ORIENTED STRAND BOARD CONTACT: SCOTT BOYER STRUCTURAL ASPHALTIC CONCRETE FINISH WOOD PACIFIC NORTHWEST INSPECTION ENGINEERS 10738169TH AVENUE SE RENTON, WA 98059 PRECAST CONCRETE INSULATION (LOOSE, BLANKET) P:(425) 228-5975 E-MAIL: jswardz@foxinternet.com CONTACT: JACK SWARDZ, P.E. BRICK RIGID INSULATION CONTRACTOR CMU /_�// SPRAY FOAM INSULATION TOPAZ REMODELING INC ° 800 5TH AVE SUITE 101-800 SEATTLE, WA 98104 METAL SEALANT & BACKER ROD P: (818) 671-7839 E-MAIL: shalev@topaz-remodeling.com CONTACT: SHALEV BOARON WOOD, MDF OR PARTICLE BD GLASS, ELEVATION LICENSE: TOPAZRI7770A (EXPIRES 09/06/25) UBI #: 605022300 PLYWOOD CARPET DESIGN CRITERIA FOR EDMONDS ROOF SNOW LOAD: 25 PSF SEISMIC DESIGN: CATEGORY D-1 (RESIDENTIAL) WIND SPEED: 98 MPH FROST LINE DEPTH: 12" WINTER DESIGN TEMP: 27 DEGREES F MEAN ANNUAL TEMP: 50 DEGREES F HOME AREA (GROSS) Robin Hood Dr 5 _ EJ. -` Nottingham Rd o � -o g ' - 235th PI SW g - D c� > Q 23618 102nd PI W, o Edmonds, WA 98020 q'37th PI SW 3 o d Q 70 lk 1 r 5 Oz. 11IN&TIM 240th PI SW 0 0 W Q .. 0 r- 9Above The Rest Flooring Woodway Salon & Barber A r Grounded D Espresso ` ?341t %o v V' 7 236th St SW (AREAS BELOW ARE CALCULATED FROM OUTSIDE FACE OF STUD 1 FACE OF CONCRETE) EXISTING MAIN LEVEL (CONDITIONED SPACE): 1,214 SF EXISTING LOWER LEVEL (CONDITIONED SPACE): 624 SF GARAGE (ATTACHED): 528 SF BACK YARD DECK: 154 SF VENTILATION 1. PER 1203.5.2.1, ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE. 2. PER IMC 403..1.2, EXHAUST AIRFLOW RATE SHALL BE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS OF TABLE 403.3.1.1. PROJECT DATA ADDRESS. 23618102ND PLACE W EDMONDS, WA 98020 PARCEL NUMBER: 00405800000700 LEGAL DESCRIPTION: CEDAR GLEN DIV 2 BLK 000 D-00 - LOT 7 ZONING: SINGLE FAMILY (RS-8) LOT SIZE: 7,840.8 SF PROJECT DESCRIPTION � REMOVAL OF (1) 9'-0" LONG LOAD BEARING WALL BETWEEN EXISTING KITCHEN & EXISTING LIVING ROOM. NEW OPENING, COMBINED WITH ADJACENT EXISTING 1 V-0" ::F OPENING TO BE SPANNED WITH NEW 2014" LONG GLULAM BEAM TO CREATE AN OPEN SPACE BETWEEN THE KITCHEN, DINING & LIVING ROOM. KITCHEN TO BE REMODELED. 2381h St 0 �hsr SW a rn a 7 240th St SW 300 ft 100111 0 2024 TomTo OrpnSir tMap Is 1 N GOVERNING CODES JURISDICTION: CITY OF EDMONDS, WASHINGTON 2021 INTERNATIONAL BUILDING CODE 2021 INTERNATIONAL RESIDENTIAL CODE 2021 INTERNATIONAL EXISTING BUILDING CODE 2021 INTERNATIONAL MECHANICAL CODE 2021 INTERNATIONAL FIRE CODE 2021 WASHINGTON STATE ENERGY CODE 2021 UNIFORM PLUMBING CODE 2017 NATIONAL ELECTRICAL CODE 2009 ANSI 117.1 EDMONDS COMMUNITY DEVELOPMENT CODE TITLE 19 LIST OF DRAWINGS A0.00 PROJECT INFO / INDEX OF DRAWINGS A1.01 SITE PLAN A2.01 LOWER FLOOR PLAN A2.02 MAIN FLOOR PLAN A2.03 FOUNDATION PLAN A2.04 FRAMING PLAN S1.01 STRUCTURAL REPORT, CALCULATIONS & CONNECTION DETAILS 1 . i WHERE EXISTING EXTERIOR WALL CAVATIES i ARE EXPOSED DURING CONSTRUCTION, INSULATION MUST MEET THE REQUIREMENTS ! OF 2021 WSEC R503.1.1(2): R-15 @ 2X4 WALLS AND R-21 @ 2X6 WALLS. 1 i i ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE _.._.._........ _.._.._.._........ _.._.._.._........ _.._.._..� 1 WHERE ADDITIONS OR ALTERATIONS REQUIRE A PERMIT 1 TO BE ISSUED INTERCONNECTED SMOKE ALARM AND CO i 1 DETECTORS THROUGHOUT THE DWELLING IS REQUIRED. 1 � REFER TO 2021 IRC R314 AND R315 FOR MORE 1 INFORMATION. i APPROVED PLANS MUST BE ON JOB SITE City Of Edmonds Building Department Work REMODEL 23618 102ND PL W Address ---------------------------------------- ------------------------------------------ Owner GIRE ------------------ Approved Date 11 /18/2024 Building Official Permit Number BLD2024-1483 HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Gire Interior Remodel LOCATION: 23618 102nd Place W Edmonds, WA 98020 PREPARED FOR: David & Arisa Gire 23618 102nd Place W Edmonds, WA 98020 KEY MAP DATE REVISION PROJECT DIRECTOR SIB PROJECT MANAGER PROJECT ARCHITECT +IB PROJECT TEAM MEMBER DT CHECK ARCHITECT btAL 8117 REGISTERED ARCHITECT SCOTT A. 3MR STATE OF WASHINGTON RECEIVED Nov 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE PROJECT INFORMATION PROJECT 24076.00 DATE NOVEMBER 9, 2024 PROJECT NETWORK PATH SHEET NUMBER AOmOO HALLER ARCHITECTS LLC 23618 102ND PL W EDMONDS, WA 98020 PARCEL NO. 00405800000700 PROPERTY OWNER: DAVID & ARISA GIRE LEGAL DESCRIPTION PER SNOHOMISH COUNTY TAX ASSESSOR: CEDAR GLEN DIV 2 BLK 000 D-00 - LOT 7 QUARTER SECTION MAP: SW-36-27-03 LOT AREA = 7,840.8 SF EX. HOUSE MAIN LEVEL (NO CHANGE): EX. HOUSE LOWER LEVEL (NO CHANGE): EX. ATTACHED GARAGE (NO CHANGE): EX. DECK (NO CHANGE) EXISTING GARDEN SHED (NO CHANGE): LOT COVERAGE (1,515 SF / 7,840.8 SF) = 19.32% SITE PLAN 1,214 SF 624 SF 528 SF 154 SF 147 SF N 1 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Gire Interior Remodel LOCATION: 23618 102nd Place W Edmonds, WA 98020 PREPARED FOR: David & Arisa Gire 23618 102nd Place W Edmonds, WA 98020 KEY MAP DATE REVISION PROJECT DIRECTOR SIB PROJECT MANAGER SIB PROJECT ARCHITECT SIB PROJECT TEAM MEMBER DT CHECK ARCHITECT SEAL 8117 REGISTERED ARCHITECT SCOTT A. BMR STATE OF WASHINGTON RECEIVED Nov 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE SITE PLAN PROJECT NO. 24076.00 DATE SEPTEMBER 28, 2024 PROJECT NETWORK PATH SHEET NUMBER 1 /QQII _ 1 1_0 11 I 0 4 8 16 HALLER ARCHITECTS LLC C'7 CV CD NEW SUPPORT COLUMN IN WALL (SEE A2.04 FRAMING PLAN FOR ADDITIONAL INFORMATION) NOTES: EXISTING CONSTRUCTION - EXTERIOR / INTERIOR WALLS NEW CONSTRUCTION - EXTERIOR / INTERIOR WALLS -0� EXHAUST / WHOLE HOUSE FAN SD/CO COMBINATION SMOKE DETECTOR 1 CARBON MONOXIDE ALARM ALL DOORS 6'-8" HIGH LOWER FLOOR PLAN - EXISTING, DEMOLITION & NEW CONSTRUCTION. 1 11 EXISTING CONSTRUCTION / NO WORK -�N 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Gire Interior Remodel LOCATION: 23618 102nd Place W Edmonds, WA 98020 PREPARED FOR: David & Arisa Gire 23618 102nd Place W Edmonds, WA 98020 KEY MAP DATE REVISION PROJECT DIRECTOR SB PROJECT MANAGER SB PROJECT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK ARCHITECT SEAL 8117 REGISTERED ARCHITECT SCOTT A. BMR STATE OF WASHINGTON RECEIVED Nov 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE LOWER FLOOR PLAN EXISTING, DEMO & NEW CONSTR. PROJECT NO. 24076.00 DATE SEPTEMBER 28, 2024 PROJECT NETWORK PATH SHEET NUMBER 1 /41I = 1 1_011 0 2 4 8 HALLER ARCHITECTS LLC EXISTING ROOF OUTLII ABOVE (NO WORK) NEW BEAM (SEE A2.04 FRAMING PLAN FOR ADDITIONAL INFORMA' NEW SUPPORT COLUM (SEE A2.04 FRAMING PI ADDITIONAL INFORMAL EXISTING SKYLIGHT & GWB LIGHT WELL ASSE ABOVE (NO WORK) NOTES: EXISTING CONSTRUCTION - EXTERIOR / INTERIOE NEW CONSTRUCTION - EXTERIOR / INTERIOR WA -0� EXHAUST / WHOLE HOUSE FAN SD/CO COMBINATION SMOKE DETECTOR 1 CARBON MONOXIDE ALARM ALL DOORS 6'-8" HIGH MAIN FLOOR PLAN - EXISTING, DEMOLITION & NEW CONSTRUCTION. EXISTING CONSTRUCTION / NO WORK -�N 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Gire Interior Remodel LOCATION: 23618 102nd Place W Edmonds, WA 98020 PREPARED FOR: David & Arisa Gire 23618 102nd Place W Edmonds, WA 98020 KEY MAP DATE REVISION PROJECT DIRECTOR SIB PROJECT MANAGER SIB PROJECT ARCHITECT SIB PROJECT TEAM MEMBER DT CHECK ARCHITECT SEAL 8117 REGISTERED ARCHITECT SCOTT A. BMR STATE OF WASHINGTON RECEIVED Nov 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE MAIN FLOOR PLAN EXISTING, DEMO & NEW CONSTR. PROJECT NO. 24076.00 DATE SEPTEMBER 28, 2024 PROJECT NETWORK PATH SHEET NUMBER 1 /41I = 1 1_011 0 2 4 E HALLER ARCHITECTS LLC ►RWIM NEW SUPPORT COLUMN ON TC OF EXISTING FOUNDATION WAI (SEE A2.04 FRAMING PLAN FOR ADDITIONAL INFORMATION) EXISTING 8" THICK CONCRETE FOUNDATION WALL EXISTING CONCRETE FOOTING BELOW TYP NOTES: EXISTING CONSTRUCTION - EXTERIOR / INTERIOR WALLS NEW CONSTRUCTION - EXTERIOR / INTERIOR WALLS -0� EXHAUST / WHOLE HOUSE FAN SD/CO COMBINATION SMOKE DETECTOR 1 CARBON MONOXIDE ALARM ALL DOORS 6'-8" HIGH FOUNDATION PLAN - EXISTING & NEW CONSTRUCTION EXISTING CONSTRUCTION / NO WORK -�N 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl @gmail.com PROJECT: Gire Interior Remodel LOCATION: 23618 102nd Place W Edmonds, WA 98020 PREPARED FOR: David & Arisa Gire 23618 102nd Place W Edmonds, WA 98020 KEY MAP DATE REVISION PROJECT DIRECTOR SB PROJECT MANAGER SB PROJECT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK ARCHITECT ZtAL 8117 REGISTERED ARCHITECT SCOTT A. BMR STATE OF WASHINGTON RECEIVED Nov 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE FOUNDATION PLAN PROJECT NO. 24076.00 DATE SEPTEMBER 28, 2024 PROJECT NETWORK PATH SHEET NUMBER 1 /41I = 1 1_011 0 2 4 E HALLER ARCHITECTS LLC NEW 4 X 4 SUPPORT COLUMN N PARTIAL SOUTH CEILING (AT NEW BEAM) FRAMING PLAN � vz° = 1-o. r1 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscotti @gmail.com PROJECT: Gire Interior Remodel LOCATION: 23618 102nd Place W Edmonds, WA 98020 PREPARED FOR: David & Arisa Gire 23618 102nd Place W Edmonds, WA 98020 KEY MAP DATE REVISION PROJECT DIRECTOR SB PROJECT MANAGER SB PROJECT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK ARCHITECT ZtAL 8117 REGISTERED ARCHITELT SCOTT A. BMR STATE OF WASHINGTON RECEIVED Nov 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TI TLE FRAMING PLAN EXISTING & NEW PROJECT NO, 24076.00 DATE SEPTEMBER 28, 2024 PROJECT NETWORK PATH SHEET NUMBER u "Cl r%ju HALLER ARCHITECTS LLC ABA/ABU/ABW Adjustable and Standoff Post Bases Additional standoff bases are on p. 345. The AB series of retrofit adjustable post bases provide a 1 " standoff a for the post, are slotted for adjustability and can be installed with nails, U Strong -Drive'' SD Connector screws or bolts (ABU). Depending on the application needs, these adjustable standoff post bases are designed C for versatility, cost-effectiveness and maximum uplift performance. W Features: N • The slot in the base enables flexible positioning around the anchor bet. making precise post placement easier m The 1" standoff helps prevent rot at the end of the post and meets code requirements for structural posts installed in basements or exposed to weather or water splash Material: Varies (see table) Finish: ZMAX` coating and some in stainless steel Installation: • Use all specified fasteners; see General Notes. • See our Anchoring, Fastening. Restoration and Strengthening Systems for Concrete and Masonry catalog, or visit strongtie.com for retrofit anchor options, such as Titen HD". Stainless -Steel Tden HD or SET-3G". • Post bases do not provide adequate resistance to prevent members from rotating about the base and therefore are not recommended for non -top -supported installations (such as fences or unbraced carports). • Place the base, cut washer(s) or bad transfer plate(s) and nulls) on the anchor bolt(s). Make any necessary adjustments to post placement and tighten the nut securely on the anchor bolt. • See strongtie.com for information on hollow column installation. ABW Place the standoff base and then the post in the ABW and fasten on three vertical sides, using nails or Strong -Drive SD Connector screws - Bend up the fourth side of the ABW and fasten using the correct fasteners ABU Place the standoff base and then the post in the ABU - Fasten using nails or Strong -Drive SD Connector screws or bolts (ABU88Z. ABU 101OZ. ABU 1212Z - SDS optional) ABA Place the post in the ABA - Fasten using nails or Strong -Drive SD Connector screws Codes: See p.13 for Code Reference Key Chart Many of these products are approved for installation with Strong -Drive SD Connector screws. See pp. 362-366 for more information. Allowable Loads — Beam Installation 2 load transfer plates supplied fit' A3%Ant•br ' ABUt 01�) ABU88Z (other sizes similar) 7 min. side cover (typ ) Model No. Nondnal Bse= Material (qa.) Dimensions (in.) Fasteners (in.) DF/SP Allowable Loads SPF/HF Allowable Loads Base Strap W L H Anchor Oia. Neils Uplift (160) Down (100) Uplift (160) Down (100) ABU46Z Double 2x 12 12 3%6 5 7 % (12) 0.162 x 311z 2,030 8.475 1,B20 6.075 ABU46Z 4x 12 12 39ne 5 7 % 1121 0,162 x 3'h 2.155 9,890 1,B50 1090 ABU46RZ Rough 4x 12 12 4 6 63S % (12) 0.162 x Th 2.155 9.890 1,850 7.090 ABU66Z Triple 2x 12 10 51h 5 6%6 % (1210.162 x 31h 1.405 12.71.5 1,165 9,115 ABU66Z 6x 12 10 51h 5 6%s I (12) 0.162 x 3'h 1,905 12,920 1,640 11,110 ABU66RZ Rough 6x 12 10 6 1 6 511'K 4i I (12) 0.162 x 31h 1.905 12.920 1.640 11.110 1, Uplift bads have been increased for earthquake or wind loading with no further increase allowed. Reduce where other loads govern. 2. Downloads may not be Irxxeased for short-term loading. 3. Specifier is to desigr concrete and anchorage for uplift capacity. 4. Beam depth must be a minimum of 7'/4'. 5. Shims are required for AF n ; double 2x (t snim) and ,n, 1F,:7 triple ?x (2 shims) installations as shown in the Oustration. Additional fastening of shim to beam is not required. 70 6. Fasteners: Will dimensions a•o istod diameter by leron. Sce pp. 23 24 for fastener informatK;i- 1 /411 _ 1 1-011 rommommm /Pt-- �L X 5- or 5-7� 1 STRUCTURAL CALCULATIONS, �v ABU44Z (other sizes similar) Anchor bolt per ABA44Z designer (tithe i, .Nvt �ti Slrnilar) 2' min side cover INp) Typical ABA44Z Installation Beam must extend 15 x T x 10' wood past Use center structural panel by 6' min Fshim each side of c r.' f (toomrre 5) 00 a0 2 min sine I/oornote 4) cover IND I Anchorage by Triple 2x8 designer b, " e e beam (min) ABU66Z Beam Installation LUC/LU/U/HU/HUC Standard Face -Mount Joist Hanger: LUC — Concealed -flange hanger available for 2x6. 2x8, 2x10 and 2x 12 lumber. Ideal for end of ledger/header or post conditions, the LUCZ also provides cleaner i lines for exposed conditions such as overhead decks. fy C LU — Value engineered for strength and economy. (0 Precision -formed — engineered for installation ease = and design value. 4. 2 0 U —The standard U hanger provides flexibility of joist to header installation. Versatile fastener selection C with tested allowable loads. HU/HUC — Most models have triangle and round holes. To achieve maximum loads, fill both round and triangle holes with common nails. These C heavy-duty connectors are designed for additional strength. longevity and safety factors. Material: See tables on pp. 108-1 18 Finish: Galvanized. Some products available • H ' • ' o, a U2 I LU28� U210 in ZMAXr coating or stainless steel. 0 Installation: • Use all specified fasteners; see General Notes. • o • • HU/HUC — Can be installed filling round holes p only, or filling round and triangle holes for ° maximum values. • • Joists sloped up to'/. 12 achieve table loads. ° • • For installations to masonry or concrete see pp. 253-255. • • HU/HUC hangers can be welded to a steel member. Allowable loads are the lesser of the values in the hanger tables on pp. 108-118 or the weld capacity — refer to technical bulletin T-C-HUHUC-W at strongtie.com. LUC21 OZ (LUC26Z similar) 104 • When nailing into soled sawn carrying member's end grain, the allowable load is adjusted by a factor of 0.67. Allowable Loads: • Soo table on pp.108-118 for loads. Options: • For both flanges concealed. order HUC. • When the HUG is skewed, the header flange opposite the skew direction is not concealed. See p.105. • For low-cost, code approved 45' skewed hangers. see SUR/SUL. • For field -adjustable hangers, see LSSJ, LRUZ and LSSR on pp.120-124. • See modifications table for available options and associated load capacities for U and HU hangers. • For ease of ordering, refer to technical bulletin T-C-U-HU-WS at strongtie.com. • LU/LUC cannot be modified. Web Applications: Visn appstrongtie.com/hs to our Hanger Selector web application. • • • • • HUC412 Concealed flanges HU min nailing — fill round holes • HU max nailing — fill round and •' triangle holes Typical HU Installation ♦ �TLI • ♦ .N HU214 Projection seat on most models for maximum bearing and section economy. Model configurations may differ from those shown. Some HU models do not have triangle holes. Contact Simpson Strong -Tie, Typical LUCZ Installation Typical LU28 Installation PACIFIC NORTHWEST INSPECTION ENGINEERS 10738 1691h Avenue S.1 ., Renton, Washington 98059 (425)228-5975 October 27, 2024 SCOTT BUYER HALLER ARCHITECTS 12216 Corliss Avenue North Seattle, WA 98133 23618 102"d Place West Edmonds, WA I have reviewed your plans for remodeling. The remodel includes removing walls that help to support the ceiling and ridge of the roof. Based on your plans and photos, approximate 20 foot beam will be needed to support the load. 1 recommend that you plan for a Laminated Wood Beam, 3-1/8x 16-1/2 or a 5-1/8x15 to support the load. The beam can be placed below the ceiling or in the attic and have the ceiling joists tied up to the beam with Simpson H2.5 Hurricane Clips. Your proposal of 24 inch square footings is plenty. 4x4 posts are OK. Please call if I can be of further assistance. Sincerely yours, Jack A. Swardz., P.E. Pacific Northwest Inspection Engineers STRUCTURAL REPORT ECCL/CCC/CCT Column Caps Column -to -beam connections often have mu,tiple beams framing on top of a column. L, T, and cross -column caps provide design solutions for this application. Material: 7 gauge or 3 gauge depending on size Finish: Simpson Strong -Tie gray paint; also available in HDG Installation: • Use all specified fasteners:. r. • Bolt holes shall be a minimum of'/32" to a maximum of/,b" larger than bolt diameter (per 2015 and 2018 NDS 12.1.3.2) Options: • Marry combinations of beam and post sizes can be manufactured. • The download shall be determined from the allowable loads for the unmodified product (see p. 95). The side beam can take a maximum of 40% of the download and shall not exceed 10.665 lb. The sum of the loads for the side beam(s) and main beam can not exceed the table bad. • Uplift loads do not apply for ECCL caps. For CCC and CCT. uplift loads from table apply for main beam only. • The column width in the direction of the main beam width must be the same as the main beam width (W1) • Specify the stirrup height from the top of the cap. The minimum sole stirrup heights (H2 or Hh" 3) is W/2' (3'for 44s). • The L dimension may vary depending on the width of the side stirrup (W3 or W4). • See p. 95 for other dimensions. • Column caps may be ordered without the column straps for field welding to a steel column. Specify "No Straps" when ordenng. Weld by designer Full bads apply for the beam and the post cap. Ordering Examples: • A CCC66 with W3 = 516', H2 and H3 = 61/2" is a CC66 column cap with 51h' beams on each side with all beam seats flush. • An ECCLR66 with W3 = 3%", H2 = 7112" is an ECC66 end column cap with a 4x beam on the right side (specify direction left or tight for stirrup) and stirrup seat 1' below the cap seat. Web Applications: app.strongtie.com/pbs There are cost-effective alternatives for replacing column caps by using a combination of connectors. Designer must specify the options required. For column cap clearance, allow 3• for the hanger flange depth. ECCLL •� (left direction shown) Order ECCLR for right direction. T 0 H2 0 7 gauge stirrup ' .I CCT ECC and HWP (top flange offset nght) 6 ':' min Hz r3 'orCC144t fly wi w m to ® tea ® tJ ® 'C C to rn d 0 0 M • W 0 ECCLR (right d,.., 1,0 o 1411 i9 () 1_ i gauge Maul) 6>' min. H2 and H3 ('1" for CCC441 CC and HWP -�N 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@;Igmail.com PROJECT: Gire Interior Remodel LOCATION: 23618 102nd Place W Edmonds, WA 98020 PREPARED FOR: David & Arisa Gire 23618 102nd Place W Edmonds, WA 98020 KEY MAP DATE REVISION PROJECT DIRECTOR SB PROJECT MANAGER SB PROJECT ARCHITECT SB PROJECT TEAM MEMBER DT CHECK ARCHITECT t;LAL 8117 \ � REGISTERED ARCHITECT SCOTT A. BONER STATE OF WASHINGTON TITLE STRUCTURAL REPORT, CALCS & CONNECTIONS PROJECT NO. 24076.00 DATE NOVEMBER 9, 2024 PROJECT NETWORK PATH SHEET NUMBER S1001