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HomeMy WebLinkAbout2025.0082-2025.0082 SPS-H4H_Yelm-1345_250526_Architectural Stock Plan (Approved)ENERGY CODE Proposed Efficiency Specifications: Roof = R-60 Wall = R-20 int. + R-5 ci Floor (slab)= R-10 whole slab Fenestration = U-.25 max Ventilation = HRVs + Exhaust Fans Water Heater = Tier IV NEEA Electric HPWH Heat Source = Ducted HP w/min. HSPF2 of 9.4. Energy Credits: 4 - Fuel Normalization = 3.0 1.2 Efficient Building Envelope = 1.0 3.6 High Efficiency HVAC = 1.0 5.6 Efficient Water Heating = 2.0 Total Credits Proposed = 7 Total Credits Required = 5 2021 Washington State Energy Code 1. 2. 3. 4. 5. Note: Proposed insulation R-Values are minimums. Proposed insulation U- Values are maximums. *R38 may only be used when ceilings are vaulted. R60 to be used in all other instances Also additions > 500sf but less than 1500 sf Prescriptive envelope w/ U-0.22 or better windows, R-38 floor and/or R-10 perimeter & continuous slab-on-grade insulation. Air-source, centrally ducted heat pump with min. HSPF of 11.0. Energy Credits: 5.6 (Water Heater) = 1.5 Total Credits Proposed = 1.5 Total Credits Required = 1.0 Additional Requirements per Evergreen Sustainable Development Standard (ESDS) 1. 2. 3. 4. 5. 6. 7. Note: Minimum 90% of lighting shall be LED. Plumbing fixtures and fixture fittings to meet or exceed WAC 51-56-0400 requirements. All appliances to be Energy Star Rated. See building sections for R-minimums. Each unit shall have its own electric meter or sub-meter. All exhaust fans shall be Energy Star rated and exhaust to the exterior. Fire Sprinkler system application will be submitted prior to issuance of primary permit. Proposed Efficiency Specifications: Water Heater = H.P. (NEEA Tier IV) DEFERRED SUBMITTALS 1. MECHANICAL/PLUMBING DESIGN 2. ELECTRICAL DESIGN Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : LO T A D D R E S S : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m Al l d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e Ar t i s a n s G r o u p A r c h i t e c t u r e a n d P l a n n i n g , P S . C o p y r i g h t © 2 0 2 5 . Drawn By: Revisions: Print Date: 5/ 1 5 / 2 0 2 5 1 0 : 5 0 : 5 8 A M 5/15/2025 10:50:58 AM G100 COVER PAGE Ha b i t a t f o r H u m a n i t y Y e l m N e i g h b o r h o o d - St o c k P l a n SMB TB, RC 71 1 C A P I T O L W A Y S . S T E 4 0 1 OL Y M P I A , W A , 9 8 5 0 1 22 7 1 9 2 3 0 7 0 0 5/15/25 11 6 N E W S P R I N G C T . N W , YE L M , W A , 9 8 5 9 7 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 PERMITTING SHEET INDEX G100 COVER PAGE A010 SITE PLAN A101 FLOOR PLANS A102 FOUNDATION & ROOF PLAN A103 CEILING/ SYSTEMS PLAN A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A301 BUILDING SECTIONS A501 BUILDING DETAILS A502 BUILDING DET WINDOW SCHEDULE Count Type Mark Type Rough Opening Width Rough Opening Height Suggested Operation Notes 2 1 2050 2' - 0"5' - 0"Fixed Tempered 6 2 3056 3' - 0"5' - 6"Single Hung 4 3 5056 5' - 0"5' - 6"Slider 4 4 3046 3' - 0"4' - 6"Single Hung 5 5 5040 EG 5' - 0"4' - 0"Slider Egress 2 6 3046 EG 3' - 0"4' - 6"Single Hung Egress 23 Total Footprint (Exterior of Siding) = 2888 sf Unit 1 = 1345 Unit 2 = 1543 Total Conditioned Area (Interior of Framing) = 2543 sf Unit 1 = 1198 Unit 2 = 1345 Total Roof Area = 1640 sf Unit 1 = 712 Unit 2 = 928 Total Porches = 71 sf Unit 1 = 38 Unit 2 = 39 Total Patio = 71 sf Unit 1 = 11 Unit 2 = 60 AREAS (COMBINED) General Notes: These structural notes supplement the drawings. Any discrepancy found among the drawings, these notes, and the site conditions shall be reported to the Engineer, who shall correct such discrepancy in writing. Any work done by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk. The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding with any work or fabrication. The Contractor is responsible for all bracing and shoring during construction. All construction shall conform to the applicable portions of the latest edition of the International Building Code except where noted. Design Criteria: 1. Live Load =25 PSF (Snow) =40 PSF (Floor) 2. Dead Load =19 PSF (Roof) Includes 4 PSF Solar =15 PSF (Floor) =12 PSF (Wall) =150 PCF (Concrete) 3. Wind =2021 IBC Exposure B @ 100 mph (LRFD), 80 MPH (ASD), 3 second gust 4. Earthquake = 2021 IBC, Site Class D, IE = 1.0 Ss = 1.292 SDS = 1.034 SL = 0.466 SD1 = 0.572 Seismic Design Category Light Frame Wood Shearwalls, R = 6.5 r = 1.3 Non-Redundant Structure Cs = SDS I/R V = r Cs W V = 0.207W for Load Factor Design Cs = SDS I/ (1.4R) V = r Cs W V = 0.145W for Allowable Stress Design 5. Soil = 1500 PSF, Assumed Bearing Capacity 35 PCF, Active Pressure 250 PC, Passive Pressure 0.45, Coefficient of Friction 1. Concrete & Reinforcing Steel: All concrete work shall be per the 2021 IBC Chapter 19 and ACI 318-19. Concrete quality, mixing and placement shall be per ACI 318-19. Mixing and placement shall be per ACI 318-19 and inspections shall be per 2021 IBC, Chapter 19, sections 03 and 04. 2.All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans. 3.Concrete shall be in accordance with ASTM 150. f'c = 2500 PSI @ 28 day slump = 4" maximum, 6% Air entrained Carpentry: 1.Structural framing shall be #2 Douglas Fir. 2.6X columns shall be #1 Douglas Fir unless noted otherwise. 3.2X joists/rafters shall be kiln dried and stored in a dry area prior to installation. 4.Plywood shall be nailed 6" o.c. edges and 12" field with 8d's unless otherwise noted on the drawings. 5.Glue laminated beams shall be 24f-V8 for cantilevered or continuous beams and 24f-V4 for simple spans. Continuous and cantilevered glue laminated beams shall not be cambered. All other glue laminated beams shall be cambered for L/480. See the framing plans for any exceptions. (Fb = 2,400 PSI) (Fv = 265 PSI) (E = 1,800,000 PSI) (FcL = 650 PSI) Hardware: All connection hardware shall be Simpson "Strong Tie", unless noted otherwise. Connection hardware exposed to weather or in contact with the ground or pressure treated wood shall be galvanized per ASTM A-123 with 1.25 oz. of zinc spelter per square foot of contact area. CAUTION CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. STRUCTURAL NOTES Re n d e r i n g m a y n o t a c c u r a t e l y r e p r e s e n t f i n a l l o c a t i o n , o r i e n t a t io n o r p r e s e n c e o f s t r u c t u r a l a n d d e s i g n f e a t u r e s . Rev #Description Date 05-22-25 STRUCTURAL ONLY PROJECT #19603: KENDALL RESIDENCE 1351 E. MASON LAKE DR E GRAPEVIEW, WA, 98546 FOR: WILLIAMS ARCHITECTURE 2020-0006: VELONI REMODEL 5725 NW SUNRISE BEACH RD REVIVAL ARCHITECTURE OLYMPIA, WA 98502 407 LONGMIRE ST. SE YELM, WA 98597 #2023-0005 HABITAT FOR HUMANITYMC SQUARE I N C O R P O R A T Habitat for Humanity // Yelm Neighborhood Stock Plan DW DW 1 A301 2 A301 WD CO SD GREAT ROOM KITCHEN BATH OPTIONAL BEDROOM GREAT ROOM KITCHEN BATH 4'-6 1/2"5'-0"9 1/2" 2'-8"10'-4"11'-0 1/2"6'-4" 8 1/2"3'-2"7'-2" 13 ' - 9 " 5' - 0 " 3" 5' - 0 " 10 ' - 0 " 3' - 0 " 1' - 0 " 38 ' - 0 " 12 ' - 0 " 1'-0"3'-0"3"3'-0"4'-2"2'-0"3"3'-2"6 1/2" 80 6 8 S L D 3'-7"2'-1 1/2"5'-4"6'-4"4' - 8 1 / 2 " 5' - 0 " 2' - 6 1 / 2 " 30 6 8 P A S S 2656 PASS 40 6 8 S L D 3068 PASS UP EL E C . PA N E L 5' - 5 1 / 2 " 11 ' - 1 0 " 11 ' - 0 " 1 1 HDU8 OR HDQ8 ALIGN W/ STRAPS ABOVE 1 1 1 3 3 3 1 LTTP2LTTP2 HDU11 OR HHDQ11 IN 6x STUD TO FND. HDU11 OR HHQ11 IN 6x STUD TO FND. #2 D.F. 4x8 5 1 / 2 " x 9 " G B L #2 D.F. 4x8 #2 D.F. 4x8 #2 D.F. 4x6 #2 D.F. 4x8 5 1 / 2 " x 9 " G B L #2 D.F. 4x8 #2 D.F. 4x6 #2 D.F. 4x6 #2 H.F. 4x4 W/ SIMPSON LCE4 POST CAP #2 H.F. 4x4 W/ SIMPSON LCE4 POST CAP #2 H.F. 4x4 W/ SIMPSON LCE4 POST CAP BE A R I N G W A L L BE A R I N G W A L L 2 A501 2 A501 3 A502 3 A502 3 A502 30"x60" 1 5" HUC46 INTO (2) STUDS AREA FOR HEAT PUMP COMPRESSOR INSTALLED PER MFR 30 6 8 P A S S 17'-7 1/2" 3'-2" 5 122 2 3 3 HO S E B I B 7'-2" 3' - 0 " 3' - 7 " 3'-7" 9' - 8 1 / 2 " 4 A502 4 A502 4 A502 4 A502 5 A502 5 A502 8 A502 SD 50 ' - 0 " 2x4 FURRING 2 3 HANDRAIL @ 36" 5' - 0 " 7 A502 2 1 1 1 1 WALLS WITHIN 5'-0" OF ADJACENT PROPERTY LINE TO BE 1-HOUR FIRE RATED, TYP. SEE WP 8105 FOR ADDITIONAL NOTES. 8 1/2"3'-2"3"2'-0"4'-2"3'-0"3"3'-0"1'-0" 35'-2" 6"3'-2"8 1/2" 13 ' - 9 " 5' - 0 " 3" 5' - 0 " 10 ' - 0 " 3' - 0 " 1' - 0 " 12 ' - 0 " 38 ' - 0 " 4 1 / 4 " 50 ' - 0 " 1 2 2 2 3 3 30 6 8 P A S S 2656 PASS 40 6 8 S L D 3068 PASS 30 6 8 P A S S 9' - 8 1 / 2 " 11 ' - 0 " 11 ' - 1 0 " 5' - 5 1 / 2 " 3'-7"7'-2" 3' - 0 " 3' - 7 " 2' - 6 1 / 2 " 5' - 0 " 6'-4"5'-4"2'-1 1/2"3'-7" 17'-6 1/2" CO SD LTTP2 LTTP2 3 SOFFIT ABOVE ALL UPPER CABINETS TYP SOFFIT ABOVE ALL UPPER CABINETS TYP LAUNDRY 1 3 1 1 2x4 FURRING 2 1 UP HANDRAIL @ 36" HO S E B I B 2 2x6 Stud Wall 2x4 Stud Wall - - WALL LEGEND Rigid Foam Cladding - - • • Note: Dimensions to edge of framing U.N.O. GWB not shown 1 A301 2 A301 BEDROOM 1 BEDROOM 2 BEDROOM 3BATH BEDROOM 1 BEDROOM 2 BEDROOM 3 BATH 5668 SLD 5668 SLD 2868 PASS 2868 PASS 28 6 8 P A S S 28 6 8 P A S S 10'-0"7'-6 1/2" 2'-6"5'-0"2'-6" 17'-6 1/2" 3' - 0 " 1' - 0 " 10 ' - 4 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 10 ' - 2 1 / 2 " 12 ' - 8 " 1'-0"3'-0"3"3'-0"10'-1 1/2" 17'-4 1/2" 12 ' - 0 " 38 ' - 0 " 7' - 1 1 " 4' - 9 " 6' - 6 1 / 2 " 4' - 3 " 5' - 7 " 6' - 0 " 2' - 1 1 1 / 2 " SD SD SD SD SD SD 36 " H A L F W A L L 36 " H A L F W A L L HW 1 1 1 1 1 2 3 3 #2 D.F. 4x8 #2 D.F. 4x8 #2 D.F. 4x8 #2 D.F. 4x8 11 - 7 / 8 " T J I 1 1 0 ' s @ 1 6 " O . C . 11 - 7 / 8 " T J I 1 1 0 ' s @ 1 6 " O . C . TYP. FLOOR SHEATHING 3/4" T&G OSB OR PLYWOOD SPAN RATED 48/24 OR BETTER. GLUE & NAIL W/ 10D COMMONS @ 12" O.C. IN FIELD. SHEATHING SHALL LAY PERPENDICULAR TO FRAMING 30"x60" 30"x60" 7'-0"3'-0"3'-9 1/2"3'-7" 1 1 1' - 4 1 / 2 " 5' - 0 " 3' - 1 0 " 28 6 8 P A S S 44 6 5 5 1 1 1 2 1 1 1 2 8 A502 CO SD CO SD 50 ' - 0 " OPTIONAL BUILT-IN LINEN OPTIONAL BUILT-IN LINEN HW 22x30 ATTIC ACCESS 22x30 ATTIC ACCESS 1 1 5 5 6 4 4 2'-6"5'-0"2'-6" 7'-4 1/2"10'-0" 17'-4 1/2" 7' - 1 1 " 4' - 9 " 6' - 6 1 / 2 " 4' - 3 " 5' - 7 " 6' - 0 " 2' - 1 1 1 / 2 " 28 6 8 P A S S 28 6 8 P A S S 2868 PASS 2868 PASS 5668 SLD 5668 SLD 28 6 8 P A S S 1'-0" 3'-7"3'-9 1/2"3'-0"7'-0" 10'-3 1/2"3'-0"3"3'-0"1'-0" 17'-6 1/2" 1' - 0 " 3' - 0 " 1' - 4 1 / 2 " 5' - 0 " 3' - 1 0 " 12 ' - 8 " 10 ' - 2 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 10 ' - 4 1 / 2 " 12 ' - 0 " 50 ' - 0 " 35'-2" SIMPSON MST37 IN (2) STUDS TO WALLL BELOW 2868 PASS CLOSET 2868 PASS CLOSET 6'-9 1/2" 6'-9 1/2" CONTRACTOR TO ADJUST DOOR AS NECESSARY TO ACCOMODATE ROOF SLOPE CONTRACTOR TO ADJUST DOOR AS NECESSARY TO ACCOMODATE ROOF SLOPE CONTRACTOR TO ADJUST DOOR AS NECESSARY TO ACCOMODATE ROOF SLOPE AHU AHU STRUCTURAL NOTES Typical shearwall callout. See engineer's shearwall schedule for nailing. See shearwall elevation 1/S201. • • All headers to be #2 D.F. 4x6 minimim U.N.O. w/ (1) trimmer & (1) king stud each side U.N.O. Bearing walls to be #2 D.F. 2x6's @ 16" O.C. U.N.O. x Hold down with Simpson reference number into (2) studs to foundation U.N.O. x SHEARWALL NOTES Use 1/2" dia. by 10" Anchor Bolts (AB's) with single plates or 1/2" dia. by 12" AB’s with 3X or double plates spaced as shown on the drawings. AB's shall have 7" of embedment into footing, shall be centered in the stud wall, and shall project through the bottom plate of the wall. All anchor bolts shall be placed within 12" from corners, and 12" from the ends of both plates at splices. All anchor bolts shall have a 3" square, 1/4" thick plate washers between the top of the sill plate and the nut. (If using Simpson Titen HD as substitutes for anchor bolts, embed a minimum of 3-1/2" into concrete.) All wall sheathing shall be 1/2" CDX plywood, 5/8" T1-11 siding, 7/16" OSB or 15/32” OSB with exterior exposure glue and span rated "SR 24/16" or better. All free sheathing edges shall be blocked with 2x4 or 2x6 flat blocking except where noted on the drawings or below. All nails shall be 8d or 10d common (8d common nails must be 0.131 inch diameter, Senco KC27 Nails are equivalent. If 10d common nails are called for the diameter must be 0.148 inches, Senco MD23 Nails are equivalent when used with ½” plywood). Nail size and spacing at all sheathing edges shall be as required below or as in the drawings. Nail spacings shall be 12" o.c. for all field nailing except as noted. Hold downs are Simpson "Strong Tie" and shall be installed per the manufacture's recommendation. Equivalent holdowns by United Steel Products Company "Kant-Sag" that have ICC approval can be substituted in place of Simpson holdowns. The nailing of the sole plate to the floor shall be 16d common nails to match the spacing of the shear wall edge nailing. Wall framing shall be #2 Doug-Fir or better. 3X, 4X, or 6X studs can be made from multiple 2X studs glued and nailed together with (2) rows of 10d’s at 8" on center each row. 3X Stud = (2) 2X Studs. 4X Stud = (3) 2X Studs. 6X Stud = (4) 2x Studs. HDQ8 HDQ8 attaches to foundation with 7/8" diameter anchor bolt with 18" minimum embedment into 8" concrete stem wall for cast in place construction. HDQ8 attaches to 4X studs minimum with (20) Simpson SDS1/4X3 screws. (Cap = 7,630#) HHDQ11 HHDQ11 attaches to foundation with 1" diameter anchor bolt with 24" minimum embedment into 8" concrete stem wall for cast in place construction. HHDQ11 attaches to 6X stud minimum with (24) Simpson SDS1/4X3 screws. (Cap = 11,810#) HDU2 HDU2 attaches to foundation with a 5/8" diameter anchor bolt with 14" minimum embedment for cast in place construction. Use 5/8" diameter threaded rod in cleaned 3/4" diameter hole 7" deep and epoxy with Simpson SET-3G if installed after concrete has been cast. HDU2 attaches to double studs with (6) Simpson SDS1/4X3 screws. (Cap = HDU8 HDU8 attaches to foundation with a 7/8" diameter anchor bolt with 18" minimum embedment into 8" concrete stem wall for cast in place construction. HDU8 attaches to double studs with (20) Simpson SDS1/4X3 screws. (Cap = 6,765#) HDU11 HDU11 attaches to foundation with a 1" diameter anchor bolt with 24" minimum embedment into 8" concrete stem wall for cast in place construction. HDU11 attaches to 6X stud with (30) Simpson SDS1/4X3 screws. (Cap = 9,535#) 3x sill plates can be a combination of (1) pressure treated 2X sill directly in contact with concrete and another non-treated 2X sill plate nailed to the lower plate with (2) rows of 10d common nails at 6" on center each row. All fasteners in pressure treated wood shall be hot dipped galvanized or stainless steel. Anchor bolts are required to be galvanized. ROOF DIAPHRAGM 1/2" plywood or 7/16" OSB, span rated 24/16 or better, nail with 8d common nails at 6" on center edges and 12" on center field. Sheathing shall lay perpendicular to framing. FLOOR DIAPHRAGM 3/4" tongue and groove plywood or OSB sheathing span rated 48/24 or better. Glue and nail with 10d commons at 6" on center edges, and 12" on center field. Sheathing shall lay perpendicular to framing. 1.Sheathing nailed with 8d's at 6" on center all edges. (Capacity= 260 plf) 2.Sheathing nailed with 8d's at 4" on center all edges with 3X or 4X studs at adjoining panel edges. (Capacity= 380 plf) 3.Sheathing nailed with 8d's at 3" on center all edges with 3X or 4X studs at adjoining panel edges. (Capacity= 490 plf) 4.15/32” OSB sheathing (CDX and T1-11 not permitted) nailed with (2) rows 10d's at 2" on center all edges with 4X studs at adjoining panel edges. (Capacity= 1,479 plf). See Detail 9/A502. HOLDOWN SCHEDULE LTTP2 LTTP2 attaches to foundation with 1/2" diameter anchor bolt with 7" minimum embedment for cast in place construction. Use ½" diameter threaded rod in cleaned 5/8" diameter hole 7" deep and epoxy with Simpson SET-3G if installed after concrete has been cast. LTTP2 attaches to double stud minimum with (12) 16d sinker nails. (Cap = 2,275#) SHEAR WALL SCHEDULE3,075#) GENERAL NOTES 1. 2. 3. Supply Grille - See Mechanical Plans Exhaust ventilation - See Mechanical Plans Range exhaust ventilation to be routed outside through soffit above upper cabinets. Soffit to terminate at kitchen wall and duct riser to occur and route between floor joists at hallway. Minumum 100CFM INT. / 25 CFM CONT. • Main electrical service or feeder panel for each dwelling unit to have a reserved space allowing for installation of a dual pole circuit breaker for future solar electric installation. Space shall be labeled "For Future Solar Electric." Reserved space shall be positioned at the opposite (load) end from the input feeder location or main circuit location. • Post a permanent certificate indicating the solar-ready zone and other requirements of WA State IRC Appendix T. Certificate to be posted near the electrical distribution panel, water heater or other conspicuous location by the general contractor. PRIOR TO FINAL INSPECTIONS Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : LO T A D D R E S S : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m Al l d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e Ar t i s a n s G r o u p A r c h i t e c t u r e a n d P l a n n i n g , P S . C o p y r i g h t © 2 0 2 5 . Drawn By: Revisions: Print Date: 5/ 1 5 / 2 0 2 5 1 0 : 5 1 : 0 6 A M 5/15/2025 10:51:06 AM A101 FLOOR PLANS Ha b i t a t f o r H u m a n i t y Y e l m N e i g h b o r h o o d - S o c k P l a n SMB TB, RC 71 1 C A P I T O L W A Y S . S T E 4 0 1 OL Y M P I A , W A 22 7 1 9 2 3 0 7 0 0 5/15/25 11 6 N E W S P R I N G C T . N W , YE L M , W A , 9 8 5 9 7 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 PERMITTING 1/4" = 1'-0"A101 1 F.L. FIRST FLOOR 0'1'2'4'8' 1/4" = 1'-0"A101 3 F.L. SECOND FLOOR 0'1'2'4'8' Rev #Description Date 4 Revision 4 Date 4 05-22-25 STRUCTURAL ONLY PROJECT #19603: KENDALL RESIDENCE 1351 E. MASON LAKE DR E GRAPEVIEW, WA, 98546 FOR: WILLIAMS ARCHITECTURE 2020-0006: VELONI REMODEL 5725 NW SUNRISE BEACH RD REVIVAL ARCHITECTURE OLYMPIA, WA 98502 407 LONGMIRE ST. SE YELM, WA 98597 #2023-0005 HABITAT FOR HUMANITYMC SQUARE I N C O R P O R A T OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : LO T A D D R E S S : Ha b i t a t f o r H u m a n i t y Y e l m N e i g h b o r h o o d - St o c k P l a n 71 1 C A P I T O L W A Y S . S T E 4 0 1 OL Y M P I A , W A 9 8 5 0 1 22 7 1 9 2 3 0 7 0 0 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 SI T E A D D R E S S : LO T A D D R E S S : 11 6 N E W S P R I N G C T . N W , YE L M , W A , 9 8 5 9 7 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 1 A301 2 A301 7'-3" 5' - 3 " 5'-0" PLUMBING LOCATIONS FOR REFERENCE ONLY. VERIFY FINAL FIXTURE & DRAIN LOCATIONS PRIOR TO POUR. CONCRETE PATIO OPTIONAL SLAB CRACK CONTROL @ 20' O.C. MAX. SEE DETAILS A501 11 PLUMBING LOCATIONS FOR REFERENCE ONLY. VERIFY FINAL FIXTURE & DRAIN LOCATIONS PRIOR TO POUR. OPTIONAL SLAB CRACK CONTROL @ 20' O.C. MAX. SEE DETAILS A501 11 HDU8 OR HDQ8. CAST IN PLACE ONLY. LTTP2. MAY BE EPOXIED. LTTP2. MAY BE EPOXIED. HDU11 OR HHDQ11 IN 6x STUD TO FND. CAST IN PLACE ONLY HDU11 OR HHQ11 IN 6x STUD TO FND. CAST IN PLACE ONLY A.B.'s @ 24" O.C. THIS WALL LINE A.B.'s @ 24" O.C. THIS WALL LINE 1'-0" SQR. x 1'-0" THICK W/ SIMPSON ABA44Z POST BASE 1'-0" SQR. x 1'-0" THICK W/ SIMPSON ABA44Z POST BASE 4 A501 5 A501 5 A501 6 A501 TYP. BEARING WALL ABOVE BEARING WALL ABOVE BEARING WALL ABOVE 38 ' - 0 " 50 ' - 0 " 4' - 1 1 1 / 2 " 12 ' - 8 1 / 4 " 1'-0"2'-10 1/4" 1 A501 TYP. 1' - 4 " 1'-0" SQR. x 1'-0" THICK W/ SIMPSON ABA44Z POST BASE 5' - 3 " 7'-3" 5 A501 CONCRETE PATIO CONCRETE PATIO 12 ' - 4 1 / 4 " 0" 38 ' - 0 " 12 ' - 0 " 50 ' - 0 " 12 ' - 0 " 30'-9 1/2"4'-4 1/2" 35'-2" 17'-7 1/2"17'-6 1/2" 35'-2" 12 ' - 8 1 / 4 " 4' - 1 1 1 / 2 " 2'-10 1/4"1'-0" LTTP2. MAY BE EPOXIED. LTTP2. MAY BE EPOXIED. 3 A501 1 A301 2 A301 4" / 1 2 " 4" / 1 2 " 6" / 1 2 " 3" / 1 2 " 4" / 1 2 " 18'-4 1/2"17'-9 1/2" WALL FRAMING BELOW CONTINUOUS RIDGE VENT TYP. CONTINUOUS RIDGE VENT TYP. TRUSSES PER TRUSS MFR. TRUSSES PER TRUSS MFR. TRUSSES PER TRUSS MFR. TRUSSES PER TRUSS MFR. TYP. ROOF SHEATHING: 1/2" PLY OR 7/16" OSB SPAN RATED 24/16 OR BETTER. NAIL W/ 8D COMMONS @ 6" O.C. EDGES & 12" O.C. FIELD. SHEATHING SHALL LAY PERPENDICULAR TO FRAMING. CANTILEVER TRUSSES PER TRUSS MFR TRUSSES PER TRUSS MFR. TRUSSES PER TRUSS MFR. TRUSSES PER TRUSS MFR. 6 A502 1 A502 6 A502 7 A502 2 A502 2 A502 7'-7" TYPICAL OVERHANG ALL SIDES 5' - 6 " TRUSSES PER TRUSS MFR. TRUSSES PER TRUSS MFR. 2' - 2 1 / 4 " 4'-0" TYP. DOWNSPOUT SEE SITE PLAN 5' - 6 " 7'-6 1/2" 1 A502 1 A502 1 A502 8 A502 36'-2" NO VENTING OR OPENINGS OF ANY KIND WITHIN 4' OF ADJACENT UNIT. PROVIDE FIRE RATED SHEATHING PER DETAIL 8/A502. 4" / 1 2 " 4" / 1 2 " 6" / 1 2 " 39 ' - 0 " 12 ' - 0 " 51 ' - 0 " 18'-6 1/2" 17'-7 1/2" 12 ' - 0 " 39 ' - 0 " 51 ' - 0 " 4 3/4" 11'-9" TRUSS MANUF TO PROVIDE 42W x 24D TRENCH IN TRUSSES FOR MECHANICAL EQUIPMENT. ROUTE FUTURE CONDUIT FOR SOLAR-READY ZONE THROUGH ROOF TRUSSES, DOWN THROUGH WALL TO ELECTRICAL PANEL. SOLAR-READY ZONE SOLAR-READY ZONE • All anchor bolts to be 1/2"Ø x 10" long w/ a 3" sqr. x 1/4" thick steel plate washer @ 48" O.C. U.N.O. Hold down with Simpson reference number into (2) studs to foundation U.N.O. x STRUCTURAL NOTES ROOF NOTES An additional dead load of 4 pounds per sq.ft. assumed for future solar panels. See engineered truss plan and calculations. SOLAR READY NOTES AT103.9 Electrical service reserved space. The main electrical service or feeder panel for each dwelling unit shall have a reserved space to allow installation of a dual pole circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be poistioned at the opposite (load) end from the input feeder location or main ciucuit location. AT103.10 Construction documentation certificate. A permanent certificate, indicating the solar-ready zone and other requirements of this section, shall be posted near the electrical distribution panel, water heater of other conspicuous location by the builder or registered design professional. [Statutory Authority: RCW 19.27.031 and 19.27.074. WSR 20-21-041, § 51-51-60106, filed 10/13/20, effective 11/13/20; WSR 16-03-025, § 51-51-60106, filed 1/11/16, effective 7/1/16.] Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : LO T A D D R E S S : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m Al l d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e Ar t i s a n s G r o u p A r c h i t e c t u r e a n d P l a n n i n g , P S . C o p y r i g h t © 2 0 2 5 . Drawn By: Revisions: Print Date: 5/ 1 5 / 2 0 2 5 1 0 : 5 1 : 1 3 A M 5/15/2025 10:51:13 AM A102 FOUNDATION & ROOF PLAN Ha b i t a t f o r H u m a n i t y Y e l m N e i g h b o r h o o d - St o c k P l a n SMB TB, RC 71 1 C A P I T O L W A Y S . S T E 4 0 1 OL Y M P I A , W A 22 7 1 9 2 3 0 7 0 0 5/15/25 11 6 N E W S P R I N G C T . N W , YE L M , W A , 9 8 5 9 7 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 PERMITTING 1/4" = 1'-0"A102 1 FOUNDATION PLAN 1/4" = 1'-0"A102 2 ROOF PLAN 0'1'2'4'8'0'1'2'4'8' Rev #Description Date 05-22-25 STRUCTURAL ONLY PROJECT #19603: KENDALL RESIDENCE 1351 E. MASON LAKE DR E GRAPEVIEW, WA, 98546 FOR: WILLIAMS ARCHITECTURE 2020-0006: VELONI REMODEL 5725 NW SUNRISE BEACH RD REVIVAL ARCHITECTURE OLYMPIA, WA 98502 407 LONGMIRE ST. SE YELM, WA 98597 #2023-0005 HABITAT FOR HUMANITYMC SQUARE I N C O R P O R A T OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : LO T A D D R E S S : Ha b i t a t f o r H u m a n i t y Y e l m N e i g h b o r h o o d - St o c k P l a n 71 1 C A P I T O L W A Y S . S T E 4 0 1 OL Y M P I A , W A 9 8 5 0 1 22 7 1 9 2 3 0 7 0 0 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 SI T E A D D R E S S : LO T A D D R E S S : 11 6 N E W S P R I N G C T . N W , YE L M , W A , 9 8 5 9 7 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 1 A301 2 A301 GREAT ROOM KITCHEN GREAT ROOM KITCHEN BATH OPTIONAL BEDROOM BATH G.W.B. CEILING @ 9'-0" A.F.F. TYP. G.W.B. CEILING @ 9'-0" A.F.F. TYP. S S3 SD 3'-6" S S S S S S S3 SD 3'-6" SS SS S S EL E C . EL E C . 1 A301 2 A301 BEDROOM 1 BEDROOM 2 BEDROOM 3 BATH BEDROOM 1 BEDROOM 2 BEDROOM 3 BATH 6" / 1 2 " G.W.B. CEILING @ 9'-0" A.F.F. TYP. G.W.B. CEILING @ 9'-0" A.F.F. TYP. S S S S S3 S S S S S3 6" / 1 2 " 4" CAN LIGHT PENDANT LIGHT UNDER CABINET LIGHTING 3 WAY SWITCH SWITCH SURFACE MOUNT SCONCE S S3 OUTLET Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : LO T A D D R E S S : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m Al l d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e Ar t i s a n s G r o u p A r c h i t e c t u r e a n d P l a n n i n g , P S . C o p y r i g h t © 2 0 2 5 . Drawn By: Revisions: Print Date: 5/ 1 5 / 2 0 2 5 1 0 : 5 1 : 2 0 A M 5/15/2025 10:51:20 AM A103 CEILING/ SYSTEMS PLAN Ha b i t a t f o r H u m a n i t y Y e l m N e i g h b o r h o o d - St o c k P l a n SMB TB, RC 71 1 C A P I T O L W A Y S . S T E 4 0 1 OL Y M P I A , W A 22 7 1 9 2 3 0 7 0 0 5/15/25 11 6 N E W S P R I N G C T . N W , YE L M , W A , 9 8 5 9 7 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 PERMITTING 1/4" = 1'-0"A103 1 F.L. MAIN - CEILING PLAN 1/4" = 1'-0"A103 2 F.L. 2ND FLOOR - CEILING PLAN LIGHTING LEGEND 0'1'2'4'8'0'1'2'4'8' Rev #Description Date OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : LO T A D D R E S S : Ha b i t a t f o r H u m a n i t y Y e l m N e i g h b o r h o o d - St o c k P l a n 71 1 C A P I T O L W A Y S . S T E 4 0 1 OL Y M P I A , W A 9 8 5 0 1 22 7 1 9 2 3 0 7 0 0 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 SI T E A D D R E S S : LO T A D D R E S S : 11 6 N E W S P R I N G C T . N W , YE L M , W A , 9 8 5 9 7 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 F.L. FIRST FLOOR0' - 0" T.O.W. FIRST9' - 0" Ground -0' - 6" SMOOTH HARDI PANEL SIDING W/ REGLET @ SEAMS COMPOSITE SHINGLE ROOFING F.L. SECOND FLOOR10' - 0 5/8" T.O.W. SECOND 18' - 0 5/8" HARDI LAP SIDING W/ ALUMINUM CORNER CAPS TYP. 12 4 2 4 5/4 ON EDGE PAINTED WINDOW TRIM OR OTHER SLIM PROFILE 5/4x6 SMOOTH PAINTED FASCIA CODEL SFF SMOOTH PREFINISHED INSULATED FIBERGLASS DOOR WRC SOFFIT W/ RECESSED PORCHLIGHT TYP. BOTH UNITS SMOOTH PAINTED WOOD POSTS 1 2 4 2 4 F.L. FIRST FLOOR0' - 0" T.O.W. FIRST 9' - 0" Ground -0' - 6" F.L. SECOND FLOOR10' - 0 5/8" T.O.W. SECOND18' - 0 5/8" 4" / 12" 4" / 12" 3" / 12" 6 2 3 3 5 4" / 12"4" / 12" 2x FRAMING AT ATTIC, PROVIDE FURRING TO ALIGN WITH ADJACENT 2x6 EXTERIOR WALL FRAMING. PROVIDE WITH EXTERIOR 5/8" TYPE X GYPSUM. 2x6 WALL PER PLAN. PROVIDE EXTERIOR 5/8" TYPE X GYPSUM O/ EXT SHEATHING. FILL CAVITY, MIN R-21 BATT INSULATION. 1" RIGID FOAM (MIN R5 C.I.). SEE A501 AND WALL TYPE WP 8105 (SIM) FOR ADD'L NOTES. ALL EXTERIOR LIGHTING MUST MEET TMC 18.40.035(B) STANDARDS 1/8" REVEAL 1/ 8 " R E V E A L TYP. 3" 3/ 4 " , T Y P . A) PANEL TO PANEL OUTSIDE CORNER B) PANEL TO PANEL FIELD 3/ 4 " TYP. 3" 1/8" REVEAL, TYP. C) PANEL TO LAP FIELD LAPPANEL D) LAP TO LAP INSIDE CORNER 1/8" REVEAL, TYP. TYP. 3" TYP. 3/4" PANEL PANEL LAP LA P PANEL PA N E L Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : LO T A D D R E S S : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m Al l d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e Ar t i s a n s G r o u p A r c h i t e c t u r e a n d P l a n n i n g , P S . C o p y r i g h t © 2 0 2 5 . Drawn By: Revisions: Print Date: 5/ 1 5 / 2 0 2 5 1 0 : 5 1 : 3 5 A M 5/15/2025 10:51:35 AM A201 EXTERIOR ELEVATIONS Ha b i t a t f o r H u m a n i t y Y e l m N e i g h b o r h o o d - St o c k P l a n SMB TB, RC 71 1 C A P I T O L W A Y S . S T E 4 0 1 OL Y M P I A , W A 22 7 1 9 2 3 0 7 0 0 5/15/25 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 PERMITTING 1/4" = 1'-0"A201 1 ELEVATION 1 0'1'2'4'8' 1/4" = 1'-0"A201 2 ELEVATION 2 3" = 1'-0"A201 3 SIDING DETAILS 0'1'2'4'8' Rev #Description Date SI T E A D D R E S S : LO T A D D R E S S : 11 6 N E W S P R I N G C T . N W , YE L M , W A , 9 8 5 9 7 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : LO T A D D R E S S : Ha b i t a t f o r H u m a n i t y Y e l m N e i g h b o r h o o d - St o c k P l a n 71 1 C A P I T O L W A Y S . S T E 4 0 1 OL Y M P I A , W A 9 8 5 0 1 22 7 1 9 2 3 0 7 0 0 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 SI T E A D D R E S S : LO T A D D R E S S : 11 6 N E W S P R I N G C T . N W , YE L M , W A , 9 8 5 9 7 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 F.L. FIRST FLOOR0' - 0" T.O.W. FIRST9' - 0" Ground-0' - 6" F.L. SECOND FLOOR 10' - 0 5/8" T.O.W. SECOND18' - 0 5/8" 5 5 5 ALL EXTERIOR LIGHTING MUST MEET TMC 18.40.035(B) STANDARDS F.L. FIRST FLOOR 0' - 0" T.O.W. FIRST 9' - 0" Ground-0' - 6" F.L. SECOND FLOOR 10' - 0 5/8" T.O.W. SECOND18' - 0 5/8" 6 2 33 5 2x FRAMING AT ATTIC, PROVIDE FURRING TO ALIGN WITH ADJACENT 2x6 EXTERIOR WALL FRAMING. PROVIDE WITH EXTERIOR 5/8" TYPE X GYPSUM. 2x6 WALL PER PLAN. PROVIDE EXTERIOR 5/8" TYPE X GYPSUM O/ EXT SHEATHING. FILL CAVITY, MIN R-21 BATT INSULATION. SEE A501 AND WALL TYPE WP 8105 (SIM) FOR ADD'L NOTES. Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : LO T A D D R E S S : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m Al l d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e Ar t i s a n s G r o u p A r c h i t e c t u r e a n d P l a n n i n g , P S . C o p y r i g h t © 2 0 2 5 . Drawn By: Revisions: Print Date: 5/ 1 5 / 2 0 2 5 1 0 : 5 1 : 4 9 A M 5/15/2025 10:51:49 AM A202 EXTERIOR ELEVATIONS Ha b i t a t f o r H u m a n i t y Y e l m N e i g h b o r h o o d - St o c k P l a n SMB TB, RC 71 1 C A P I T O L W A Y S . S T E 4 0 1 OL Y M P I A , W A 9 8 5 0 1 22 7 1 9 2 3 0 7 0 0 5/15/25 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 PERMITTING 1/4" = 1'-0"A202 1 ELEVATION 3 1/4" = 1'-0"A202 3 ELEVATION 4 0'1'2'4'8' 0'1'2'4'8' Rev #Description Date 3 Revision 3 Date 3 SI T E A D D R E S S : LO T A D D R E S S : 11 6 N E W S P R I N G C T . N W , YE L M , W A , 9 8 5 9 7 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 F.L. FIRST FLOOR 0' - 0" 2 A301 T.O.W. FIRST9' - 0" Ground-0' - 6" AIRTIGHT LAYER (RED LINE) TYP. IN SECTIONS AND DETAILS EXTENT OF THERMAL ENVELOPE (BLUE LINE) TYP. IN SECTIONS AND DETAILS F.L. SECOND FLOOR10' - 0 5/8" T.O.W. SECOND18' - 0 5/8" HEADER PER FLOOR PLAN W/ R-10 RIGID FOAM FOOTING & STEMWALL PER FOUNDATION PLAN TYPICAL WINDOW HEAD HEIGHTS U.N.O.GREAT ROOM KITCHEN BEDROOM 1 BEDROOM 2(2) 1-HOUR FIRE WALLS - 5/8" TYPE X GWB - 2X4 STUDS @ 16" O.C. - MINERAL WOOL BATTS - 7/16" OSB SHEATHING (SHEARWALL) ALL WINDOWS U=.25 MAX A502 8 10'-9" 42"W X 24"D MECHANICAL CHASE IN TRUSSES- SEE M102 1' - 0 " 5' - 6 " 2' - 6 " 1' - 0 " 4' - 0 " 3' - 0 " R-60 CONTINUOUS INSULATION AT MECHANICAL TRENCH F.L. FIRST FLOOR 0' - 0" 1 A301 T.O.W. FIRST9' - 0" Ground-0' - 6" F.L. SECOND FLOOR10' - 0 5/8" T.O.W. SECOND18' - 0 5/8" T.O.W. Low8' - 0" TYPICAL EXTERIOR WALL - SIDING PER PLAN - 1" XPS RIGID FOAM (MIN R5 C.I.) - WATER RESISTIVE BARRIER - 7/16 OSB SHEATHING W/ TAPED SEAMS - 2X6 STUDS @ 16" O.C. - FIBERGLASS BATT INSULATION (MIN R20) - 1/2" GWB TYPICAL VENTED ROOF - ROOFING PER PLAN - UNDERLAYMENT - 7/16 OSB SHEATHING - RAISED HEEL TRUSSES @ 24" O.C. (BY TRUSS MANUFACTURER) - BLOWN IN CELLULOSE INSULATION (R60 MIN) W/ BAFFLES TO PROVIDE MIN. 1" AIR GAP @ ROOF SHEATHING TYP. CEILING -1/2" GWB TYP. INTERIOR WALLS - NON-BEARING - 2x4 STUDS @ 16" O.C. - 1/2" GWB BOTH SIDES TYPICAL 1ST FLOOR - 4" CONCRETE SLAB ON GRADE - 6 MIL VAPOR BARRIER - 2" RIGID FOAM (MIN R10) - 6" COMPACTED CRUSHED ROCK KITCHEN BATH OPTIONAL BEDROOMGREAT ROOM MECH.BATH 1'-3 3 / 4 " TYPICAL 2ND FLOOR - 3/4" SUBFLOOR - 11-7/8" TJI FLOOR JOISTS @ 16" O.C. - 1/2" GWB CEILING BELOW Designed AD D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : LO T A D D R E S S : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m Al l d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e Ar t i s a n s G r o u p A r c h i t e c t u r e a n d P l a n n i n g , P S . C o p y r i g h t © 2 0 2 5 . Drawn By: Revisions: Print Date: 5/ 1 5 / 2 0 2 5 1 0 : 5 1 : 5 7 A M 5/15/2025 10:51:57 AM A301 BUILDING SECTIONS Ha b i t a t f o r H u m a n i t y Y e l m N e i g h b o r h o o d - St o c k pl a n SMB TB, RC 71 1 C A P I T O L W A Y S . S T E 4 0 1 OL Y M P I A , W A 22 7 1 9 2 3 0 7 0 0 5/15/25 11 6 N E W S P R I N G C T . N W , YE L M , W A , 9 8 5 9 7 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 PERMITTING 1/4" = 1'-0"A301 1 SECTION 1 1/4" = 1'-0"A301 2 SECTION 2 0'1'2'4'8' 0'1'2'4'8' Rev #Description Date OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : LO T A D D R E S S : Ha b i t a t f o r H u m a n i t y Y e l m N e i g h b o r h o o d - St o c k P l a n 71 1 C A P I T O L W A Y S . S T E 4 0 1 OL Y M P I A , W A 9 8 5 0 1 22 7 1 9 2 3 0 7 0 0 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 SI T E A D D R E S S : LO T A D D R E S S : 11 6 N E W S P R I N G C T . N W , YE L M , W A , 9 8 5 9 7 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 PERFORATED FOOTING DRAIN TYP. 4" CONC. SLAB 4" CONCRETE PATIO @ SOME LOCATIONS (2) #4 CONT. W/ 24" MIN. LAP SPLICES 1/2"Ø ANCHOR BOLTS @ 48" O.C. U.N.O. BEVEL FOAM AT EDGE MIN. R10 RIGID INSULATION OPTIONAL #4's @ 16" O.C. E.W. & CENTERED IN SLAB SLOPE 2% AWAY TYP. 6MIL VAPOR BARRIER 6" COMPACTED CRUSHED ROCK RIGID FOAM INSULATION FLASHING CORAVENT SIDING PER PLAN 3/4 AIRSPACE/ RAINSCREEN SHEATHING 2x STUDS P.T. 2x PLATE HOLDOWN PER PLAN GASKET AT MUDSILL 4"8"4" #4 VERT. @ 32" O.C. ALTERNATE TAILS (2) #4 CONT. @ TOP 1'-4" 6" 1' - 6 " M I N 2X DBL TOP PLATE LAP JOINTS 4FT MIN SILL PLATE HOLDOWN PER FLOOR PLAN PT SILL PLATE CONT. BETWEEN DOOR OPENINGS OR 16' MIN. CONCRETE STEM WALL & FOOTING ANCHOR BOLTS SEE PLAN FOR SIZE AND SPACING HEADER 2x TRIMMER NAIL TO KING STUD W/10d's TO MATCH SHEAR WALL EDGE NAILING PATTERNS (TYPICAL) KING STUD AS REQUIRED BY SHEAR WALL EDGE NAILING PATTERNS (TYPICAL) CRIPPLE STUDS OPTIONAL HOLDOWN LOCATIONS 2x TRIMMER NAIL TO KING STUD W/10d's TO MATCH SHEAR WALL EDGE NAILING PATTERNS (TYPICAL) HEADER KING STUD COUNTERSINK HOLES IN 2x ONLY FOR HOLDOWN BOLTS WALL SHEATHING SHALL BE EDGE NAILED INTO KING STUD WI N D O W R O U G H O P E N I N G S CRIPPLE STUDSOPENING ROUGH DOOR NAIL PER PLANS SHEARWALL WINDOW ROUGH OPENINGSHEARWALL NAIL PER PLANS SHEARWALL NAIL PER PLANS DO O R R O U G H O P E N I N G TY P . 6 ' - 1 0 1 / 2 F O R 6 ' - 8 " D O O R 2x STUD WALL 2x P.T. PLATE W/ 1/2"Ø A.B.'s @ 48" O.C. U.N.O. (2) MIN PER WALL CONCRETE STRIP FOOTING CONCRETE SLAB PER PLAN (2) #4 's CONT. W/ 24" MIN LAP SPLICE CL R 3" MI N . 1' - 0 " PER PLAN POST PER PLAN CONCRETE SLAB PER PLAN PER PLAN POST BASE PER PLAN REINFORCEMENT PER PLAN CL R 3" PE R P L A N 1'-9 1/2" 4 3/4"1'-0"4 3/4" 8" 1' - 6 " (2) #4's CONT. @ TOP RIGID INSULATION PER SECTION (4) #4 CONT. W/ 24" MIN LAP SPLCE 3" C L R #4 @ 32" O.C. BOTH FACES ALTERNATE BENDS CONCRETE SLAB P.T. SILL PLATE A.B.'s @ 48" O.C. U.N.O. SHEARWALL PER PLAN EDGE NAIL 1'-0" (2) #4's CONT. @ CENTER SHEARWALL SHEATHING PER PLAN 1" MIN CLR AIRSPACE TO OBTAIN STC RATING, TYP. PER WP 8105 JOISTS PER PLAN #2 D.F. 2x12 STAIR STRINGER @ 16" O.C. W/ #2 D.F. 2x6 STRONG BACK NAILED W/ (2) ROWS 10d's @ 6" O.C. EACH ROW SIMPSON LSC, TYP. LSL RIM JOIST NON-LOAD BEARING WALL MA X . 2 5 / 8 " MI N . 4 1 / 8 " 7 5 / 8 " MIN. DIM TO TOP OF LSC SIMPSON A35 ONE SIDE OF EACH STRINGER (2) 1/4Ø x 3-1/2" HILTI KWIK-CONN II SCREWS CONC SLAB 10" MIN 7- 3 / 4 " M A X DUCTS SHALL BE INDEPENDENTLY INSULATED TO MIN. R8 AND FULLY BURIED WITHIN CEILING INSULATION BLOCKING BETWEEN TRUSSES AS NEEDED TRUSS ORIENTATION MAY VARY 2x STUD WALL NOTE: ALL CEILING PENETRATIONS SHALL BE FULLY CAULKED & AIR SEALED. 2" BAFFLE TO MAINTAIN MIN. 1" AIR GAP @ SHEATHING SHEATHING PER PLAN RIGID FOAM INSULATION PER PLAN SIDING PER PLAN 1x4 VERTICAL FURRING ADDITIONAL FURRING LAYER (HORIZONTAL) @ 16" O.C. IF SIDING IS VERTICAL FURRING FASTENED WITH #10 WOOD SCREWS @ 12" O.C. THRU FOAM & SHEATHING INTO STUDS WALL FRAMING PER PLAN 6" MIN3" M I N BOTTOM OF FOOTING (2) EXTRA #4'S X 6'-0" CENTER ON HOLDOWN STUDS SIMPSON HDU11, HHDQ11, HDU8 & HDQ8 SEE HOLDOWN NOTES FOR BOLT SIZE AND EMBEDMENT 2 1 CONCRETE SLAB PER PLANSAW CUT SLAB 1¼" DEEP & FILL W/ FLEXIBLE EPOXY OR 'ZIP STRIP'OPTIONAL #4'S @ 16" O.C. EACH WAY & CENTERED IN SLAB Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : LO T A D D R E S S : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m Al l d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e Ar t i s a n s G r o u p A r c h i t e c t u r e a n d P l a n n i n g , P S . C o p y r i g h t © 2 0 2 5 . Drawn By: Revisions: Print Date: 5/ 1 5 / 2 0 2 5 1 0 : 5 2 : 0 4 A M 5/15/2025 10:52:04 AM A501 BUILDING DETAILS Ha b i t a t f o r H u m a n i t y Y e l m N e i g h b o r h o o d - L o t 8 SMB TB, RC 71 1 C A P I T O L W A Y S . S T E 4 0 1 OL Y M P I A , W A , 9 8 5 0 1 22 7 1 9 2 3 0 7 0 0 5/15/25 11 6 N E W S P R I N G C T . N W , YE L M , W A , 9 8 5 9 7 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 PERMITTING 1" = 1'-0"A501 1 FOUNDATION - STEMWALL FOOTING 1/2" = 1'-0"A501 7 FRAMING - SHEARWALL ELEVATION 1" = 1'-0"A501 5 FOUNDATION - INSULATED INT. FOOTING 1" = 1'-0"A501 6 FOUNDATION - EXT. FROST FOOTING 1" = 1'-0"A501 4 FOUNDATION - TYP. FOOTING @ DEMISING WALL 1" = 1'-0"A501 2 FRAMING - STAIR SECTION 1" = 1'-0"A501 10 MISC. - TYP. ATTIC INSUALTION 1" = 1'-0"A501 9 RAINSCREEN SIDING 1" = 1'-0"A501 3 FOUNDATION - THICKENED FOOTING @ HOLDOWN 1" = 1'-0"A501 11 FOUNDATION - CRACK CONTROL JOINT Rev #Description Date 05-22-25 STRUCTURAL ONLY PROJECT #19603: KENDALL RESIDENCE 1351 E. MASON LAKE DR E GRAPEVIEW, WA, 98546 FOR: WILLIAMS ARCHITECTURE 2020-0006: VELONI REMODEL 5725 NW SUNRISE BEACH RD REVIVAL ARCHITECTURE OLYMPIA, WA 98502 407 LONGMIRE ST. SE YELM, WA 98597 #2023-0005 HABITAT FOR HUMANITYMC SQUARE I N C O R P O R A T OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : LO T A D D R E S S : Ha b i t a t f o r H u m a n i t y Y e l m N e i g h b o r h o o d - St o c k P l a n 71 1 C A P I T O L W A Y S . S T E 4 0 1 OL Y M P I A , W A 9 8 5 0 1 22 7 1 9 2 3 0 7 0 0 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 SI T E A D D R E S S : LO T A D D R E S S : 11 6 N E W S P R I N G C T . N W , YE L M , W A , 9 8 5 9 7 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 EDGE NAIL PER PLAN ROOF SHEATHING SEE PLAN PRE ENGINEERED ROOF TRUSSES PER PLAN 2x FULL DEPTH VENTED BLOCKING BEAM PER PLAN RBC CLIPS @ 24" O.C. SIMPSON H2.5A OR H1 CLIP EACH TRUSS SOFFIT PER PLAN CONT. DBL TOP PLATE 2x FULL DEPTH VENTED BLOCKING EDGE NAIL PER PLAN EDGE NAIL SHEATHING FLASHING @ EAVE & RAKE SHEARWALL SHEATHING PER PLAN RIGID FOAM INSULATION 3/4" AIRSPACE/ RAINSCREEN SIDING PER PLAN PRE ENGINEERED ROOF TRUSSES PER PLAN FOLDED INSECT SCREEN OR CORAVENT ROOF SHEATHING PER PLAN 2x BLOCKING BETWEEN STUDS SHEATHING PANEL JOINT W/ PANEL EDGE NAILING SHEARWALL PER PLAN FLASHING 4" TYPICAL ROOF OVERHANG (STUDS TO SUB-FASCIA) ROOFING PER PLAN BAFFLE SIMPSON H1 OR H2.5 AT EACH TRUSS ROOF SHEATHING PER PLAN EDGE NAIL SHEATHING NAILING PER PLAN SHEATHED GABLE END TRUSS EDGE NAIL SIMPSON A35 @ 24" O.C. OR CONTINUOUS SHEATHING PANEL FROM TOP PLATE TO UNDERSIDE OF ROOF SHEATHING CONT. DBL TOP PLATE VENTED RAINSCREEN SIDING PER PLAN FOLDED INSECT SCREEN OR CORAVENT- MIN AIR GAP ABOVE VENT - 1" SHEARWALL PER PLAN 2x BLOCKING BETWEEN STUDS SHEATHING PANEL JOINT W/ PANEL EDGE NAILING RIGID FOAM INSULATION ROOFING PER PLANTYPICAL OVERHANG (STUDS TO SUB-FASCIA)4" DBL 2x TOP PLATES EDGE NAILING PER PLAN RIM BOARD 2x STUD WALL 2x STUD WALL SUBFLOOR PER PLAN FLOOR JOIST PER PLAN 2x PLATE I-JOIST BLOCKING @ 7'-0" O.C. SIMPSON A35 CLIPS @ 24" O.C. (2) ROWS 16d's @ 6" O.C. DBL 2x TOP PLATES CONT. RIM BOARD 2x STUD WALL 2x STUD WALL SUBFLOOR PER PLAN I-JOIST FLOOR PER PLAN 2x PLATE 16d TO MATCH SHEARWALL EDGE NAIL SPACING SIMPSON A35 CLIPS @ 24" O.C. NAIL (2) 10d's EA. JOIST TO TOP PLATE PANEL EDGE NAILING PER PLAN PANEL EDGE NAILING PER PLAN 2x BLOCKING BETWEEN TRUSS WEBS TO MATCH ROOF SLOPE ROOF SHEATHING SEE PLAN UPPER ROOF TRUSS SIMPSON A35 CLIP @ 24" O.C. ROOF SHEATHING SEE PLAN LOWER ROOF TRUSS (2) 1/4"Øx4" SIMPSON SDS SCREWS @ 24" O.C. EDGE NAILING 2x STUD WALL FLOOR JOIST PER PLAN ROOF SHEATHING PRE ENGI N E E R E D TRUSSES STRIP VENT W/ 2"Ø VENT HOLES @ 6" O.C. IN SHEATHING CONTINUOUS 2x8 LEDGERS W/ (2) SIMPSON SDWS22400DB @ 16" O.C. INTO STUDS HANGER PER TRUSS MFR A35 @ EACH TRUSS 2x4 STUD WALL 5/8" TYPE "X" GWB CONTINUOUS 1/2" SHEATHING EACH SIDE (SHEARWALL PER PLAN) MINERAL WOOL BATT INSULATION EXTEND 5/8" TYPE "X" GWB BETWEEN JOISTS TO BOTTOM OF SUBFLOOR ABOVE PROVIDE BLOCKING AT EDGES OF GWB 2x4 STUD WALL 5/8" TYPE "X" GWB MINERAL WOOL BATT INSULATION EXTEND 5/8" TYPE "X" GWB TO ROOF SHEATHING PROVIDE 4'-0" MINIMUM OF FIRE RETARDANT TREATED PLYWOOD ROOF SHEATHING @ BOTH SIDES OF DEMISING WALL PROVIDE SOLID BLOCKING AS NEEDED GWB @ EXTERIOR PORTION OF WALL SHALL BE EXTERIOR RATED 5/8" TYPE "X" ADD BLOCKING TO TRUSS WEB AT GWB JOINTS • • • • • 1 HOUR FIRE WALL NOTES: NO THROUGH PENETRATIONS OF FIRE WALL PROPOSED. CONTRACTOR TO FURNISH APPROVED CONSTRUCTION DETAILS IF THROUGH PENETRATIONS ARE PROPOSED. NO THROUGH OR MEMBRANE PENETRATIONS UNLESS AN APPROVED THROUGH PENETRATION FIRESTOP PENETRATION FIRESTOP SYSTEM IS SUBMITTED AND APPROVED. WALLS SHALL BE CONSTRUCTED TO BE STRUCTURALLY INDEPENDENT. SEE GA FIRE RESISTANCE DIRECTORY DESIGN NO. WP 3269 FOR FULL LIST OF APPROVED ASSEMBLY COMPONENTS. 1 HOUR FIRE RATED WALL TO MEET ALL YELM ADOPTED IFC REQUIREMENTS PROVIDE (2) TRUSSES @ DEMISING WALLS 4'-0" 4'-0" A501 4 FURR WALLS ABOVE ROOFS AT GABLE END WALLS TO BE FLUSH WITH ADJACENT WALLS SIDING SEE ELEVATIONS 1X4 FURRING FLASHING @ SILL WINDOW FRAME RO U G H O P E N I N G WI N D O W H E I G H T = R . O . - 1 " 5/4x1-1/2" WESTERN RED CEDAR - PAINTED WINDOW JAM WINDOW HEAD AND SILL(MATERIALS MATCH HEAD) WOOD SILL & CASING GWB OSB EXTERIOR SHEATHING W/ WRB. RIGID FOAM INSULATION BACKER ROD AND AIRSTOP CALKING FLASHING @ HEAD 5/4x2" WESTERN RED CEDAR WINDOW SASH 5/4x1-1/2" WESTERN RED CEDAR - PAINTED 5/4x2" WESTERN RED CEDAR NAIL FIN NAIL FIN NOTE: BASIS OF DESIGN IS BLACK VINYL MILGARD WINDOWS, TYP. PANEL EDGE DOUBLE TOP PLATES PANEL EDGE (2) ROWS 10D NAILS STAGGERED 3X OR DBL 2X SILL PLATE PANEL EDGE 6X AT ADJOINING PANEL EDGE Designed By: Issue Date: OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : LO T A D D R E S S : 65 0 4 C a p i t o l B l v d S E T u m w a t e r , W A 9 8 5 0 1 | 3 6 0 . 5 7 0 . 0 6 2 6 ( P ) 3 6 0 . 5 7 0 . 0 7 2 7 ( F ) | w w w . a r t i s a n s g r o u p . c o m Al l d r a w i n g s , d e t a i l s a n d t e x t c o n t a i n e d i n t h e s e d o c u m e n t s a r e t h e o r i g i n a l a n d u n p u b l i s h e d w o r k o f t h e Ar t i s a n s G r o u p A r c h i t e c t u r e a n d P l a n n i n g , P S . C o p y r i g h t © 2 0 2 5 . Drawn By: Revisions: Print Date: 5/ 1 5 / 2 0 2 5 1 0 : 5 2 : 1 0 A M 5/15/2025 10:52:10 AM A502 BUILDING DETAILS Ha b i t a t f o r H u m a n i t y Y e l m N e i g h b o r h o o d - L o t 8 SMB TB, RC 71 1 C A P I T O L W A Y S . S T E 4 0 1 , OL Y M P I A , W A , 9 8 5 0 1 22 7 1 9 2 3 0 7 0 0 5/15/25 11 6 N E W S P R I N G C T . N W , YE L M , W A , 9 8 5 9 7 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 PERMITTING 1" = 1'-0"A502 3 ROOF - TRUSS TO BEAM CONNECTION 1" = 1'-0"A502 1 ROOF - TRUSS TO BEARING WALL 1" = 1'-0"A502 2 ROOF - TRUSS TO SHEARWALL 1" = 1'-0"A502 4 FLOOR - I-JOIST TO WALL (PARALLEL) 1" = 1'-0"A502 5 FLOOR - I-JOIST TO WALL (PERPEND.) 1" = 1'-0"A502 6 ROOF - TRUSS TO UPPER ROOF TRUSS 1" = 1'-0"A502 7 ROOF - LOW TRUSS TO WALL 1/2" = 1'-0"A502 8 DEMISING WALL - FIRE SEPARATION 1" = 1'-0"A502 10 WINDOW - NAIL FIN Rev #Description Date 1" = 1'-0"A502 9 DETAIL - PANEL EDGE NAILING 05-22-25 STRUCTURAL ONLY PROJECT #19603: KENDALL RESIDENCE 1351 E. MASON LAKE DR E GRAPEVIEW, WA, 98546 FOR: WILLIAMS ARCHITECTURE 2020-0006: VELONI REMODEL 5725 NW SUNRISE BEACH RD REVIVAL ARCHITECTURE OLYMPIA, WA 98502 407 LONGMIRE ST. SE YELM, WA 98597 #2023-0005 HABITAT FOR HUMANITYMC SQUARE I N C O R P O R A T OW N E R A D D R E S S : PA R C E L N U M B E R : SI T E A D D R E S S : LO T A D D R E S S : Ha b i t a t f o r H u m a n i t y Y e l m N e i g h b o r h o o d - St o c k P l a n 71 1 C A P I T O L W A Y S . S T E 4 0 1 OL Y M P I A , W A 9 8 5 0 1 22 7 1 9 2 3 0 7 0 0 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7 SI T E A D D R E S S : LO T A D D R E S S : 11 6 N E W S P R I N G C T . N W , YE L M , W A , 9 8 5 9 7 40 7 L O N G M I R E S T S E , YE L M , W A 9 8 5 9 7