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313 Jefferson Ave. NE Yelm Permit Setm d U SHEET INDEX A-1 INDEX OF DRAWINGS - FOUNDATION PLAN A-1.1 FOUNDATION DETAILS A-2 FIRST FLOOR PLAN - ELEVATIONS 0 A-3 SECOND FLOOR PLAN - ROOF PLAN - SHEAR WALL SCHEDULE A-4 FLOOR FRAMING PLAN - FRAMING DETAILS A-5 ROOF FRAMING PLAN - STRUCTURAL NOTES N A-6 'A' SECTION - '8' SECTION A-1 WALL TYPES AND FLOOR ASSEMBLIES N A-8 GENERAL NOTES - NAILING SCHEDULE - WINDOW INSTALLATION DETAIL - WATER HEATER SUPPORT DETAIL I� J 9 1-0 y� O,Ob QPo�� VH 10ol co M ti O co 7�r . M 00cul00 l L cu ol C W a� rF _F a� _ �_ cit U U � cn �.. d U_ co W co M Z vJ rn O ZLuZ Q J � � Z U Lu 0 �/ U YL LD 0 H Z LV Lu0 W--�--� C U W z LZ LU co Z > 2 ti Z 0 o Qo co � co FOUNDATION / FRAMING NOTES F-11 1. PROVIDE 6 MIL. MOISTURE BARRIER AT ENTIRE BELOW FLOOR AREA TYP. 2. PROVIDE 1/300TH. OF BELOW FLOOR AREA IN VENT SPACE. 3. PROVIDE 4"0 PVC DRAIN FROM BELOW FLOOR AREA AS REQ. TO PREVENT WATER BUILD UP. 4. PROVIDE FLATWORK AS REQ. Lo 5. SEE SHEAR WALL SCHEDULE FOR A.B. SIZE. 00 6. FLOOR SHEATHING TO BE 3/4" T4G GLUED AND I'-6 NAILED w/ 10d NAILS G b" O.C. AT ALL PANEL CO EDGES AND 10" O.C. IN FIELD. ANlo 1. SEE FLOOR PLAN FOR HOLDOWN LOCATIONS. lo SIZE 4 DIRECTION TYP. FLOOR JOIST CALL -OUT SPACING 0 FOUNDATION � FLOOR FRAMING PLAN, SCALE: 1/4" = 1'-0" 3 3 0 0 26' -104" 26' -10y" I'-2" I'-2" 1'-2" 8'-8" I'-2" 11 I'-6"xl'-6"xl2" THICK GONG. FTG. w/ (3) *4 E.W. A AND PB66 BASE tYP. N ® 4" THICK CONC. ® ® ® - J SLAB o/ w L_ � 10 � COMPACTED O N GRAVEL. (o PROVIDE 24" WIDE I �'�• -I.I BELOW FLOOR ACCESS I Vp I I 3/4" PLYWD. FLOOR SHEATHING w/ METAL DOVER PAINT p�' ROTATE PERPENDICULAR t0 TO MATCH SIDING FLOOR JOISTS AS SHOWN. NAIL w/ � 10d � 6" O.C. EDGES AND 10d � 12" O.C. FIELD TYP. - ;.n VENT CALCULATIONS: I\. � l95 SQ. FT. / 300 = 2.l SQ. FT. Q PROVIDE 389 SQ. IN. BELOW FLOOR VENTS i SEE NOTES $G I 12" 2'-0"x2'-0"xl2" THICK � IS GONG. FTG. w/ (3) 4 E.W. - - I 2 6x2 6x12 THICK I I I I 2 GONG. FTG, w/ l3) *4 E.W. 3 qA 6 A LOCK FLOOR SOLID POINT LOADS TYP. I 6 -0Y 12'_10" 4'-2" 3'-10" �� SII - M � � N O n C1 �n t r 5 A-I.I - vi I I 12" II - � 18 = I cA NOTE: NOTE: FOR NOTES IN COMMON FOR NOTES IN COMMON 0 3 SEE PLAN's RIGHT SEE PLAN � LEFT 4" THICK GONG. SLAB w/ 6x6 W1.4xW1.4 W.W.F. AT CENTER OF � SLAB o/ 6 MIL. MOISTURE BARRIER AND COMPACTED GRAVEL 3' -6"x3' -6"x12" CHICK CONC. FTG. w/ (5) *4 E.W. w 4" THICK GONG. SLAB o/ 2'-10" q10 � `r COMPACTED l(r) LINE OF GONG FTG. GRAVEL. LINE OF GONG. CURB "xl'-6"x12" THICK--/, P43 rl- ti ca L � � � W p� Z U > � Q o � � L 0 I � N L 9 11 NC. FTG. w/ (3) *4 E.W. I'-1014" D PB66 BASE 26' -104" 26' -10Y�" o M 0 � Q 0 N O O N H ti ca L � � � W p� Z U > � Q o � � L 0 I � N L N O O N H A-1.1 Project Number Sheet Number OF Sheet Contents Project Title A Duplex for: Cynthia Schmier Drawn By Checked By Date Date Structural Engineer Precise Engineering Inc. 1011 Mellen Street Centralia, Wa. 98531 Ph. 360-736-1137 Reproduction or re-use of these drawings without the written permission of the Design Team is prohibited.TTARKN E NHAH.DDLORAH N E F SSIO OPR N EE NAL G IREADVANCED DRAFTING SERVICES 1011 MELLEN STREET CENTRALIA, WA. 98531 360 - 736 - 4751 PLANNING - DESIGN - DOCUMENTATION 313 Jefferson Ave. NE Yelm, Wa. 98597 T:\20160127 - Drawings 2\Multi-Family\Cynthia Schmier\313 SE Railroad Ave. NE Yelm\313 SE Railroad Ave. NE Yelm DUPLEX Permit Set.dwg, 2/1/2022 10:17:32 AM LIFT ILIVATION SCALE: 1/8" = 1'-0" r"aloll 0 co ti i imO tD M COMPOSITION MAX RISE TO BE 1 3/4" MIN. RUN TO BE 10" 1 1/2" "' "' (D M DIA. HAND RAIL BETWEEN 34" AND 38" ABOVE 195 SQ. FT, z NOTE: 00 SHING. ROOF THE STAIR NOSE. MIN. WIDTH OF STAIR TO BE 36" SEE UNIT 1 FOR COMMON (D m IX3 BATTS 0 I6" MATERIAL CLEAR AND OPEN BALUSTERS TO BE PLACED DIMENSIONS AND NOTES CB O.C. O/ HARDIE PANEL HARDIE SHING. C DIA. SPHEREY NOT PA55� BETWEEN TYP. 4' 3'-10" 13'-2" 5'-10" W-4 11J (3) 1)5 - /) LIFR 42 HI. RAISED BAR l/�1U`) cc� LI"IV. o o rJD.W.1 CV F- 0 0 0 O �B �/ G D "` nn - L �Lj ol •. I i>im I mem SCALE.TRIM FRONT ILIVAT ION o RIGHT ILIVATION SCALE: 1/8" = I' -O" RIAR ILIVAT ION SCALE: 1/8" = I'-0" 1 11" VI III IIVJU&-. GARAGE SMOKE DETECTOR NOTE: ALL SMOKE DETECTORS TO BE CARBON MONOXIDE DETECTION EQUIPPED AND INTERCONNECTED w/ BATTERY BACKUP. 1' aTYPICAL SHEAR WALL CALL OUT SEE SHEAR WALL SCHEDULE O TYPICAL HOLDOWN CALL OUT SEE HOLDOWN SCHEDULE r N ei' GCiIFLfANG 531-9" (DWELLING UNITS SERVING R-2 OCCUPANCIES:= 4B CREDITS) SYSTEM TYPE (2) FOR AN INITIAL HEATING SYSTEM USING A HEAT PUMP THAT MEETS FEDERAL STANDARDS FOR THE EQUIPMENT LISTED IN TABLE C403.3.2(1)C OR C403.3.2.(2) OR AIR TO WATER HEAT PUMP UNITS THAT ARE CONFIGURED TO PROVIDE BOTH HEATING AND COOLING AND ARE RATED IN ACCORDANCE WITH AHRI 550/590 = I CREDIT OPTION: 12 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 020. = I CREDIT 3.4 DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM, ZONAL CONTROL: IN HOMES WHERE THE PRIMARY SPACE HEATING SYSTEM IS ZONAL ELECTRIC HEATING, A DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM WITH A MINIMUM HSPF OF 10.0 SHALL BE INSTALLED AND PROVIDE HEATING TO THE LARGEST ZONE OF THE HOUSING UNIT. = 2 CREDITS 52 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF O.SO. = .5 CREDIT 4.5 TOTAL CREDITS PROVIDED i. o AREA TABULATION6 FIRST FLOOR PLAN = 195 SQ. FT. / UNIT SECOND FLOOR PLAN = 1,090 SQ. FT. / UNIT TOTAL HEATED SPACE = 1,885 SQ. FT., UNIT GARAGE= 315 SQ. FT. / UNIT COVERED ENTRY = 31 SQ. FT. / UNIT COVERED PATIO = 44 SQ. FT. / UNIT a ® GOV, FAT I O ® c � L E Q Ln (D - Z W-2 > U X LLI "Lloll, 61 ` Q) 2 2 II 2 �M LL _ L 2 2 U cn M 0 a 0 N z C-, 0 Z t 1 N �ObbH� e° i ni n c1 i no i nn min lin co ti i imO tD M COMPOSITION MAX RISE TO BE 1 3/4" MIN. RUN TO BE 10" 1 1/2" "' "' (D M DIA. HAND RAIL BETWEEN 34" AND 38" ABOVE 195 SQ. FT, z NOTE: 00 SHING. ROOF THE STAIR NOSE. MIN. WIDTH OF STAIR TO BE 36" SEE UNIT 1 FOR COMMON (D m IX3 BATTS 0 I6" MATERIAL CLEAR AND OPEN BALUSTERS TO BE PLACED DIMENSIONS AND NOTES CB O.C. O/ HARDIE PANEL HARDIE SHING. C DIA. SPHEREY NOT PA55� BETWEEN TYP. 4' 3'-10" 13'-2" 5'-10" W-4 11J (3) 1)5 - /) LIFR 42 HI. RAISED BAR l/�1U`) cc� LI"IV. o o rJD.W.1 CV F- 0 0 0 O �B �/ G D "` nn - L �Lj ol •. I i>im I mem SCALE.TRIM FRONT ILIVAT ION o RIGHT ILIVATION SCALE: 1/8" = I' -O" RIAR ILIVAT ION SCALE: 1/8" = I'-0" 1 11" VI III IIVJU&-. GARAGE SMOKE DETECTOR NOTE: ALL SMOKE DETECTORS TO BE CARBON MONOXIDE DETECTION EQUIPPED AND INTERCONNECTED w/ BATTERY BACKUP. 1' aTYPICAL SHEAR WALL CALL OUT SEE SHEAR WALL SCHEDULE O TYPICAL HOLDOWN CALL OUT SEE HOLDOWN SCHEDULE r N ei' GCiIFLfANG 531-9" (DWELLING UNITS SERVING R-2 OCCUPANCIES:= 4B CREDITS) SYSTEM TYPE (2) FOR AN INITIAL HEATING SYSTEM USING A HEAT PUMP THAT MEETS FEDERAL STANDARDS FOR THE EQUIPMENT LISTED IN TABLE C403.3.2(1)C OR C403.3.2.(2) OR AIR TO WATER HEAT PUMP UNITS THAT ARE CONFIGURED TO PROVIDE BOTH HEATING AND COOLING AND ARE RATED IN ACCORDANCE WITH AHRI 550/590 = I CREDIT OPTION: 12 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 020. = I CREDIT 3.4 DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM, ZONAL CONTROL: IN HOMES WHERE THE PRIMARY SPACE HEATING SYSTEM IS ZONAL ELECTRIC HEATING, A DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM WITH A MINIMUM HSPF OF 10.0 SHALL BE INSTALLED AND PROVIDE HEATING TO THE LARGEST ZONE OF THE HOUSING UNIT. = 2 CREDITS 52 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF O.SO. = .5 CREDIT 4.5 TOTAL CREDITS PROVIDED i. o AREA TABULATION6 FIRST FLOOR PLAN = 195 SQ. FT. / UNIT SECOND FLOOR PLAN = 1,090 SQ. FT. / UNIT TOTAL HEATED SPACE = 1,885 SQ. FT., UNIT GARAGE= 315 SQ. FT. / UNIT COVERED ENTRY = 31 SQ. FT. / UNIT COVERED PATIO = 44 SQ. FT. / UNIT FIRST FLOOR PLAN, 1885 SQ. FT. HEATED PER UNIT SCALE: 1/4" = 1'-0" nCD 0 M W oO V) Q � V Z J LL Z Q W H W W H W C/) Lo o U z ti _�I z w � QJ LU ti M Q ti c L0 00 a Ca c � L E (D Z U > U X LLI ch Q) 0 �M LL _ L o U cn M L a N z C-, 0 Z t 1 N 0 SIMPSON L5CZ STRINGER HANGER 10" MIN. ?C 2x6 STRONG BACK RIPPED TO MINIMUM OF 5 1/8" GLUE AND NAIL w/ (2) LINES 10dg6"O.C. 10'MAX w/2x5 8' MAX w/o 5T r 3/4" PLYWD. TREAD 1/2" PLYWD. R15ER 2x BLOCKING BEVEL TOP PLATE 2x4 BEARING WALL OR MID HEIGHT LANDING TYPICAL SHEAR WALL !VOTES SHEAR WALL SCHEDULE Use 5/8" dia. by 10" Anchor Bolts (AB's) with single plates and 5/8" dia. by 12" AB's with double A sheathing nailed with 8d's at 6" on center all edges. and 3x plates spaced as shown on the drawings. AB's shall have 7" of embedment into footing, shall o co be centered in the stud wall, and shall project through the bottom plate of the wall and have a A2 sheathing nailed with 8d's at 3" on center all edges. 3x3x 1 /4 plate washer. There shall be a minimum of two bolts per piece of sill located not more than 12 inches or less than 4 inches end of each piece. Anchor bolts to be galvanized per the below HOLD DOWN SCHEDULE requirement (Fasteners in contact with pressure treated lumber). At existing foundation use 5/8" diameter Simpson Titen HG bolts with minimum of 4" embedment into the existing concrete. It is the responsibility of the contractor to locate hold down anchor bolt to accommodate all ^♦ W structural framing. Anchor bolt to be located nearest the corner or opening at the end of the All wall sheathing shall be 1/2" CDX plywood, 518" T1-11 siding, or 7/16" OSB with exterior shear wall. All foundation vents to be a minimum of 12" off centerline ofthe anchor bolt on exposure glue and span rated "SR 24/0" or better. All free sheathing edges shall be blocked with 2x4 either side. Holdown stud to be coordinated with shear wall panel edge framing or 2x6 flat blocking except where noted on the drawings or below. requirements. Larger stud size controls All nails shall be 8d or 1 Od common (8d common nails must be 0.131 inch diameter, Senco KC27 * For holdown anchor bolt embedment greater that foundation depth, thicken footing Nails are equivalent. If l Od common nails are called for the diameter must be 0.148 inches, Senco for 2'-0" either side of holdown anchor bolt to a depth that provides for 3" clear MD23 Nails are equivalent). Nail size and spacing at all sheathing edges shall be as required below below the bottom of the anchor bolt. Provide (2) additional #4 x 3'-0" pieces of or as in the drawings. Nail spacings shall be 12" o.c. for all field nailing except as noted. longitudinal rebar at this location. Hold downs are Simpson "Strong Tie" and shall be installed per the manufacture's recommendation. 1 Equivalent hold downs by United Steel Products Company "Kant -Sag" that have ICBG approval can O HD U4 attaches to concrete foundation with a Simpson SSTB 20. HDU4 attaches to be substituted in place of Simpson hold downs. All floor systems must be blocked solid below double 2x studs or 4x or 6x stud with (10) Simpson SDS 1/4 X 3 Wood member that the hold down is attached to. This block should be equal to or larger than the member Screws in wall above. the hold down is attached to and be placed as a "squash block". L O FOR APA PORTAL FRAME All double and triple studs shall. glued and nailed together with IOd's at 3" o.c. for each layer. © HDU5 attaches to concrete foundation with a Simpson SSTB 24. HDU5 attaches to All 4x studs are to be #2 DF and all 6x studs are to be -41 DF when used for hold downs and shear double 2x studs or 4x or 6x stud with (14) Simpson SDS 1/4 X 3 Wood walls. Screws in wall above. FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER All fasteners including nuts and washers in contract with pressure treated lumber shall be hot -dipped zinc coated galvanized steel, stainless steel, silicon bronze or copper. Fasteners other than nails, timber rivets, wood screws and lag screws shall be permitted to be of mechanically deposited zinc coated steel in accordance with ASTM B 695, Class 55 minimum. Fasteners exposed to weather must meet the requirements of the pressure treating manufacture's minimum. IN ADDITON, the contractor shall coordinate connector/fastener coating requirements with recommendations from connectorlfastener manufacturer and type of pressure treating chemical and retention being used. See Section 2304.10.5 of the 2015 IBC for additional information. ALL WALL STUDS AND ROOF TRUSS TOP CHORDS AND SECONDARY FRAMING LUMBER SHALL BE DOUG -FIR #2 OR BETTER. !VOTE: MST STRAPS attaches to (2) 2x or 4x studs in wall above and below unless noted otherwise. Nail all holes with 16d sinkers. Double studs may be use as a substitute for 3x nominal framing call out below. Studs MUST be glued and nailed together with (2) lines of IOd's at 3" on center staggered. Horizontal blocking for shear walls nailed with 8d's shall be min shear walls nailed with IOd's shall be minimum of 3x flat. 2x12 STAIR STRINGER a 16" O.C. 53'-9" 1 26'-10" 11 26'-10" 1 0 6' - 5" 0 I� 0 0 O 0 OybH m OD U ED N N C c N 0 M 05 0— o 16d 6" O.C. ROOF AREA (UPPER) 2184 5Q, FT. Cl) r` 2x4 CONT. w/ 16d 6 6" O.C.� 521 / 300 = 1.1 SQ. FT. 244.8 5Q. INCHES REQUIRED o co 50% VENT REQ. AT RIDGE 122.4 5Q. INCHES 50% VENT REQ. AT EAVE 524 SQ. INCHES co M M Lo C6 ^♦ W ao rn L E L (' N CU 0) 1 UJ U LU (D (D a) 1 U V) L U ) U � C L O N 05 0— o 16d 6" O.C. ROOF AREA (UPPER) 2184 5Q, FT. ROOF AREA (LOWER) 521 5Q. FT. 2x4 CONT. w/ 16d 6 6" O.C.� 521 / 300 = 1.1 SQ. FT. 244.8 5Q. INCHES REQUIRED 50% VENT REQ. AT RIDGE 524 5Q. INCHES 50% VENT REQ. AT RIDGE 122.4 5Q. INCHES 50% VENT REQ. AT EAVE 524 SQ. INCHES 50% VENT REQ. AT EAVE 122.4 SQ. INCHES M C6 L E LU — Z 1 U > ) < � C L O N x - — L U_ UJ d D >NM 0 o Q U M z E M N m 0 t � N � U_ 0 10' 3'-211 3'-6" 10'-2" >lo lo L.L L0 SMOKE SMOKE UJ o0 (2) 3068 5I-PA56 CADET DETECTOR DETECTOR CADET (2)30 68 BI -PASS O F-JQ r�1�0 F Q SEP SEP�1 J015T BLOCKING EA. BAY BELOW BEARING WALL 00F VENT f L AT f ®N: E v��R R�?m32 ROOF AREA (UPPER) 2184 5Q, FT. ROOF AREA (LOWER) 521 5Q. FT. 2184 / 300 = 128 SQ. FT. 1048 SQ. INCHES REQUIRED 521 / 300 = 1.1 SQ. FT. 244.8 5Q. INCHES REQUIRED 50% VENT REQ. AT RIDGE 524 5Q. INCHES 50% VENT REQ. AT RIDGE 122.4 5Q. INCHES 50% VENT REQ. AT EAVE 524 SQ. INCHES 50% VENT REQ. AT EAVE 122.4 SQ. INCHES DBL. JOIST BELOW — OUTBOARD STRINGER 10' MAX w/ 2x 8' MAX w/o J015T BLOCKING -s- STRINGER BEARING TYPICAL STAIR STRINGER DET. ROOF LINE BELOW ROOF LINE ABOVE TYP. DIMENSI 5 2' 5:12 5:12 ZE,\5:12+ + R00P PLAN, SCALE: 1/811 = 1'-0" of t SECOND FLOOR PLAN, r 00 m r N O N N O N N N N E a, 0- X x LU J d 0 E a� } LU Z r` N O O N ti Cn LO 00 M C6 L E LU — Z U > ) < � C L O N x - — L U_ Q d D >NM 0 o Q U M z E M N m 0 t � N � 0 r 00 m r N O N N O N N N N E a, 0- X x LU J d 0 E a� } LU Z r` N O O N A-4 Project Number Sheet Number OF Sheet Contents Project Title A Duplex for: Cynthia Schmier Drawn By Checked By Date Date Structural Engineer Precise Engineering Inc. 1011 Mellen Street Centralia, Wa. 98531 Ph. 360-736-1137 Reproduction or re-use of these drawings without the written permission of the Design Team is prohibited.TTARKN E NHAH.DDLORAH N E F SSIO OPR N EE NAL G IREADVANCED DRAFTING SERVICES 1011 MELLEN STREET CENTRALIA, WA. 98531 360 - 736 - 4751 PLANNING - DESIGN - DOCUMENTATION 313 Jefferson Ave. NE Yelm, Wa. 98597 T:\20160127 - Drawings 2\Multi-Family\Cynthia Schmier\313 SE Railroad Ave. NE Yelm\313 SE Railroad Ave. NE Yelm DUPLEX Permit Set.dwg, 2/1/2022 10:17:42 AM STRUCTURAL NOTES 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 shall coordinate between the architectural drawings and the structural drawings. The architectural dimensions are taken to be correctwhen in conflict with the structural drawings. 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 Cade except where noted Design Criteria: 1. Live Load = 40 PSF (Floors) = 60 PSF (Decks) - 25 PSF (Snow) 2. Dead Load = 15 PSF (Roof) = 12 PSF (Floor) = 10 PSF (Deck) = 10 PSF (Walls) = 150 PCF (Concrete) 3. Partition = 10 PSF (Floors) 4. Wind = 2018 IBC Exposure B @ 110 mph 5. Earthquake = 2018 IBC Site Class = ❑ Design Cat. = D Use Group = I R = 6.5 C, = 4 Wo = 3 6. Soil = 1500 PSF, Assumed bearing capacity = 38 PCF, Assumed Active Fluid Pressure = 350 PCF, Assumed Passive fluid Pressure = 0.45, Assumed Coefficient of Friction = 110 PCF, Assumed Soil Density Concrete & Reinforcing Steel: 1. All concrete work shall be per the 2018 IBC Chapter 19. Tolerances shall be per IBC Chapter 19, Section 07. Mixing, placement, and inspection shall be per Sections 03, 04, 05, and 06- 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. In order to minimize shrinkage cracks recommend that the w/c ratio be under 0.5. 4. Garage slab and exterior slabs to have minimum thickness of 4" with 6x6 W1.4x1.4 WWF with vapor barrier. This is at the owner's option to reduce slab cracking. Crack control joints the responsibility of the contractor. Recommend a maximum of 16'x16' grid or as required by geometry. 5. Install ufer rod as required by local jurisdiction coordinate with project electrician. Steel: 1. Anchor bolts shall be ASTM A307. Carpentry. 1. 2X structural framing shall be #2 Douglas Fir. 4x structural members shall be #2 Douglas Fir. 6X members shall be 41 Douglas Fir. 2. Provide solid blocking in floor system below all bearing walls and point loads. 3. 2X joists shall be kiln dried and stored in a dry area prior to installation. The moisture content of all wood shall be less than 15%. 4. Floor joists shall be by Boise Cascade or other approved manufacturer. Joist to be installed and braced per manufacturer's requirements. 5. Roof trusses shall be by a pre -approved manufacturer and constructed according to the specifications of the Truss Plate Institute. Truss shop drawings must be stamped by a licensed engineer and be on site at the time of construction. Preliminary truss drawings must be reviewed prior to construction. It is the truss manufacturer's responsibility to inform the engineer of record of any changes from the preliminary truss lay -out - Girder trusses to have a minimum of bearing studs equal to number of plies of truss. All girder trusses shall have Simpson HGT tie down at either end to match number of plies. Truss manufactures are responsible for all bracing of the trusses including end wall bracing and all other bracing between the building and the trusses unless specifically shown otherwise on the drawings. Contractor to coordinate bracing with engineer of record as required. Truss manufacturer to provide all over -framing as required per manufacturer's truss layout.. Coordinate with General contractor and Engineer of Record as required. 6. Glue laminated beams shall be 24F -V8 for cantilevered or continuous beams and 24F -V4 for simple spans. (Fb = 2,400 PSI) (Fv = 190 PSI) (E = 1,800,000 PSI) (FcL = 650 PSI) 7. Continuous and cantilevered glue laminated beams shall not be carrbered. All other glue laminated beams shall be cantilevered for L1480. See the framing plans for any exceptions. 8. All manufactured lumber shall be by Boise Cascade and have the following structural properties: Versa Lam (VL) (Fb = 2,800 PSI) (Fv - 280 PSI) (E = 2,000,000 PSI) (FcL = 750 PSI) 9. Sheathing at roof and floor shall be laid with face grain perpendicular to supports and end joints staggered 4'-0" on center. Provide 118" space at panel edges as required by panel manufacturers. Floor sheathing shall be nailed 6" o.c. edges and 12" field with 10d's and roof sheathing shall be nailed 6" o.c. edges and 12" o.c field with 10d's unless otherwise noted on the drawings. 10. Block and nail all horizontal panel edges at designated shear walls. 11. All beams to be supported by a minimum of a solid post that matches the width of the wall and the width of the beam unless noted otherwise. A 6x beam bearing in 2x6 wall will be a 6x6. Provide solid squash blocking to match in floor system and match post size in foundation. Contact Engineer of record for any deviations. 12. All fasteners in contact with pressure treated lumber will meet the below requirements. All fasteners including nuts and washers in contract with pressure treated lumber shall be hot -dipped zinc coated galvanized steel, stainless steel, silicon bronze or copper. Fasteners other than nails, timber rivets, wood screws and lag screws shall be permitted to be of mechanically deposited zinc coated steel in accordance with ASTM B 695, Class 55 minimum. Fasteners exposed to weather must meet the requirements of the pressure treating manufacture's minimum. IN ADDITON, the contractor shall coordinate connector/fastener coating requirements with recommendations from connector/fastener manufacturer and type of pressure treating chemical and retention being used. See Section 2304.10.5 of the 2018 IBC for additional information 13. All GWB to be installed per the IBC and Gypsum Association's publication forthe Application and Finishing of Gypsum Board, GA -216 Hardware. All connection hardware shall be Simpson "Strong Tie Connection hardware exposed to the weather or soil shall be treated as in steel above. CAUTION: PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS AND BRACE PER TRUSS COMPANY RECCOMENDATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED FOR PLACING TRUSSES. NOTE THESE DRAWINGS DO NOT INCLUDE ANY TEMPORARY SHORING OR BRACING. PRECISE ENGINEERING RECCOMENDS ALL SHORING AND BRACING BE DESIGNED AND DETAILED BY A LIS ENC ED ENGINEER. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS ROOF FRAMING NOTES I. USE 1/2" CDX OR 1/16" OSB SPAN RATED 24/0 OR BETTER AND NAIL W/ 8d NAILS e 6" O.C. EDGES AND 9 12" O.C. IN THE FIELD. (UNLESS NOTED OTHERWISE) 2. ALL HEADERS TO BE 4x8 DF "2 UNLESS NOTED OTHERWISE 3. TOP PLATE SPLICES: NAIL SPLICES w/ (2) ROWS 10d NAILS e 2" O.G. FOR 24" EITHER SIDE OF SPLICE (24) MIN. 10d NAILS EACH SIDE OF SPLICE. 4. ALL ROOF OVER FRAMING PROVIDED BY TRUSS MANUFACTURE. COORDINATE w/ GENERAL CONTRACTOR CMZ SCALE: I"=1' -0" SHEAR SEE PL, A35 CL I TYR. UN CDX OF PRE -EN e 24" O. SHEAR SEE PL, SHEAR WALL CALL -OUT SEE PLAN TRUSS SEE PLAN HANGER 2x6 LEDGER w/ (2) 5D525350 e I6" O.G. 2x6 a 16" O.C. H25 CLIP EA. 32" O.C. SLOT SHTG. 2x FLAT BLOCKING CONT. 11/2"x11 1/8" LSL O TRUSS TO WALL coNN. DBL. 2 2x6 ST floc -ENG. TRUSS e 24" O.C. 'SON HI CLIP 9 24" O.C. DENTED BLOCKING e 4" O.G. 5/4" FASCIA AR WALL CALL -OUT PLAN TRUSS TO WALL ROOF LINE BELOW ROOF LINE BELOW A F__I F_ A-5 I SCALE: 1"=1'-0" UPPER ROOF FRAMING PLAN, ifD m 0 N 0 C N U ti co 5 1/20 1/2 G.L.B. `n •• rno� yC O�ObbH � eP M 00 M W aD M C� z L M oo 'C 5 1/20 1/2 G.L.B. LJJ C0 C .� W \Tr DBL. TRIM DBL. KING CD () a) DBL. TRIM I I DBL. KING I () VJ L U Q U 2i J N Q \141 LL Z Lu /__ Z -SFS H LU o ?¢ 1Z rn 0 LU IY I Io LU CL C/) C/) N L I O -C o a M z Z L / LU - Z J 0 � O o O M 2_ 0 - ,II I I IIS -1 - - Zl F -1 E -1 G - 'll I II` - 3 I A_5 O ] c W G m N c c LU Z ' I (P ,z II I II O f I t ,II II DSC2 u I _G•T I u u 5E5a 24%% OG.- D5C2 DSC2 I I I u u I G.T. u u -EFNG. TREUSSSm 24" IIS II D5C2 - -E e,eNG O.0 UPPER ROOF LINE UPPER ROOF LINE WALL LINE BELOW WALL LINE BELOW LOWER ROOF LINE LOWER ROOF LINE UPPER ROOF FRAMING PLAN, ifD m 0 N 0 C N U M ti co � J C^ O `n •• rno� yC O�ObbH � eP M 05 0- 0 ti co ti C� M Ln 00 (D M 00 M W aD M C� z L M oo 'C CD LJJ C0 C .� W U W CD () a) _ \V () VJ L U Q U 2i J N Q 0 U 05 0- 0 M 0 N N O N N 3 4-1 Ln E v a X LU J a D Q E a: LU Z r` N O O N H ti C� Ln 00 U_ M Q� C� z M oo � LJJ 00 rn Z O U) E LUZ E- Z Z Q 2i J N Q 0 U LL Z Lu Z 0 H LU 1Z rn 0 LU IY _� LU CL C/) C/) N L U w7 �oQv� o a M z Z L / LU M Z J 0 � O o O M M 0 N N O N N 3 4-1 Ln E v a X LU J a D Q E a: LU Z r` N O O N H ti C� Ln 00 M Q� C� z L � E LUZ N � � N Q 0 U) o CO 1Z rn N - � _� FE CL N L >-tM �oQv� o a M z L / N 0 z Q I It 0 M 0 N N O N N 3 4-1 Ln E v a X LU J a D Q E a: LU Z r` N O O N H m d d m U 1/16" O.S.B. ROOF SHEATHING PRE-ENGINEERED m TRUSSES 6 24" O.C. o N 0 C c N ROOF LINE BEYOND 1 A-5 I� J O O 0 y� O,Ob QPo�� bH M M ti �� o ROOF BEYOND ``' Ll W 00 00 a') L BEAM SEE PLAN N ca L . W U C W Q� / a� cn co WALL LINE BEYONDP.T. POST BEYOND U m SEE PLAN U cq 0DOOR IN GONG. SLAB SEE ui U l/16" O.S$. ROOF SHEATHING A-I.I SCALE: 3/8" =1 '-m" �.�..� rn 1/16" O.S.B. ROOF SHEATHING ZO w Z z Q J l/16" O.S$. ROOF l/16" O.5$. ROOF W of SHEATHING SHEATHING 2i LL PRE-ENGINEERED TRUSSES 24" O.G. - GLIB. DRAFt SLOP U Q W PRE-ENGINEERED PRE-ENGINEERED U TRUSSES Q 24" O.C. TRUSSES 24" O.C. 0 0 H Z Lu Lu0 W--�--� C � U Z ti '/XX z W � Z LU M 3 o R-49 BATT. INSULATION 0 ' _5 o co � co HALL 5,1 HALL W-3 4 A-4 00 W-2 F -I W -I W-1 F-1 W-2 W-3 GRT. R�. KITCHEN <TCHEN 5EYOND y FLOOR SHEATHING SEE PLAN N A�I FLOOR JOIST SEE PLAN A211 3 I I I I I I I I I I I L'_� 413 3 R-38 BATT. INSUL. SICT ION 0 SCALE: 3/8" =1 '-m" o WALL LINE BEYOND R-49 BATT. INSULATION R-1 R-21 BATT. INSUL. 2x6 SCUDS � 16" O.C. l/16" O.S$. WALL SHEATHING l/16" O.S$. ROOF 1 2 SHEATHING A-4 A-5 PRE-ENGINEERED FLOOR SHtG. SEE PLAN /___9 5 SIM. TRUSSES � 24" O.G. FLOOR LINE BEYOND FLOOR JOISTS SEE PLAN A- I I/2" DIA. NAND RAIL I/2" PLWD. RISER 5/8" TYPE 'X' G.W$. F -I F-2 g GARAGE 3/4" PLWD. TREAD BELOW USEABLE F -I STAIR AREA HEADER SEE PLAN � U 2x6 STUDS g 16" O.G. W-2 STAIR STRINGER CUT OPEN BELOW —LINE OF W-4 FROM 2x12 OR II l/8° STAIR FOREGROUND FLOOR BREACHING SEE PLAN PLAN RIM MATERIAL FLOOR JOIST SEE PLAN 10 3 A-I.I 9 A -I I R-38 BATT. ti Cn Ca L � Lu U � n': L C� (n _ o M N � a 0 � Q 0 INSUL. A -LI ti Cn Ca L � Lu U � n': L C� (n _ o M N � a 0 � Q 0 5/8" G.W$ :) TO STUDS PARTY WALL ATTIC ASSWBLY 1" CLR. (AIR SPACE) SCALE:I"=1'-0" R-21 BATT. INSULATION (ONE SIDE) 5/8" G.W.B. APPLIED TO STUDS 5/8" G.W$. APPLIED TO STUDS FLOOR SHEATHING SEE NOTE FLOOR .1015T5 SEE N O.G. DIRECTION MAY VARY (STAGGERED) SEE PLAN 5/8" G.W$. APPLIED TO STUDS -11 11 11 5/8" G.W$. APPLIED TO STUDS (:i) -PARTY WALL FLOOR/CEILING ASSEMBLY 5/6" G.W$. AF FLOOR SYSTE 0 I" CLR. (AIR SPACE) 5CALE:I"=1'-0" PPLIED TO STUDS STUDS -s 16" O.G. D) E PARTY WALL TO FOOTING SCALE:I"=1'-0" ROOF ,455EM L I E 5 FLOOR SHEATHING SEE NOTE FLOOR JOIST SEE PLAN R-38 BATT. INSULATION O4 FLOOR / CEILING OVER GARAGE D E 5GR I FIT I ON FIRE RATING RATING SOURCE SOUND RATING RATING SOURCE 3/4" T4G PLYWD. FLOOR SHEATHING I HOUR G.A. FILE FC 45-49 STC GYPSUM TYP. ROOF / ASPHALT COMPOSITION ROOFING (CLASS I HOUR IBC TABLE N/A N/A CEILING 9 A) OVER I LAYER OF ROOFING NR 120.1 ITEM *21 ESTIMATED NR HEATED UNDSERLAYMENT W/ 60% OVERLAP OVER Lu a� (7 SPACE ROOF SHEATHING PER STRUCTURAL L U Q U GARAGE MANUR ROOF TRUSS O 24" O.C. J < N 0 U LL Z Lu 2" AIRSPACE L O N W= 2 BAFFLE CARD H Lu a 0 Lu VENTED BLOCKING NR N/A NR NR TYP. R-49 BATT z ti z EXTERIOR INSULATION Z LU M FLOOR SHEATHING SEE NOTE FLOOR JOIST SEE PLAN R-38 BATT. INSULATION O4 FLOOR / CEILING OVER GARAGE WALL 455EM L IE5 D E 5CR I PT I ON FIRE RATING RATING SOURCE SOUND RATING RATING SOURCE 3/4" T4G PLYWD. FLOOR SHEATHING I HOUR G.A. FILE FC 45-49 STC GYPSUM _ "UNDERLAMENT" OR "SINGLE FLOOR" FINISH 55032 SOUND TRANS ASSOCIATION TYP. FLOOR JOIST SEE PLAN NR N/A ESTIMATED NR FLOOR / �l Lu a� (7 CEILING 10 R-30 BATT. INSULATION J 77 L U Q U GARAGE I/2" G.W.B. EA. SIDE J < N 0 U LL Z Lu m F-1 BASE LAYER 1/2" PROPRIETARY TYPE 'X' GYPSUM L O N W= 2 WALLBOARD OR VENEER BASE APPLIED AT RIGHT H Lu a 0 Lu ANGLES TO RESILIENT CHANNELS SPACED 12" O.C. NR N/A NR NR TYP. w/ I" TYPE 'S' DRYWALL SCREWS SPACED 8" O.C. z ti z EXTERIOR At END JOINTS AND 16" O.G. IN THE FIELD OF THE Z LU M WALL PANEL. RESILIENT CHANNEL APPLIED 6 RIGHT � o , o co M ANGLES TO A MINIMUM 9 1/2" DEEP PROPRIETARY WOOD I -JOISTS SPACED 16" O.G. w/ 13/4" TYPE 'W' DRYWALL SCREWS. FACE LAYER 1/2" PROPRIETARY TYPE 'X' GYPSUM BOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO RESILIENT CHANNELS WITH 15/8" TYPE 'S' III _ l.V SCREW ,s 8" O.C.AND 1 1/2" TYPE 'G' DRYWALL FIRE TEST SCREWS a 8" O.C. AT BUTT JOINTS LOCATED MID UL R1319-4, 6, TYP. UNIT SPAN BETWEEN RESILIENT CHANNELS. 6-11-52: UL WALL 455EM L IE5 FLOOR / CEILING 455EML IE5 D E 5CR I PT I ON FIRE RATING SOUND RATING IN32" WOOD STRUCTURAL PANELS, MIN. GRADE RATING SOURCE RATING SOURCE W_I "UNDERLAMENT" OR "SINGLE FLOOR" FINISH ca C6 L TYP. 2x4 STUDS 6 16" O.C. U.N.O. ON PLAN x x NR N/A NR NR INTERIOR �l Lu a� (7 WALL _(D r�/L/�� V) L U Q U ASSEMBLY I/2" G.W.B. EA. SIDE J < N 0 U LL Z Lu SIDING PER ELEVATION (COORDINATE SUBSTRATE L O N W= 2 PER BELOW) OVER ONE LAYER WEATHER H Lu a 0 Lu RESISTIVE BARRIER W/ 60% OVERLAP NR N/A NR NR TYP. G.W$. I/2" TYPE z ti z EXTERIOR SHTG. PER STRUCTURAL Z LU M WALL 0 Q � o , o co M 2x6 STUDS a 16" O.G. U.N.O. ON PLAN PER STRUCTURAL ALL EXTERIOR WALLS AND CEILINGS INSIDE CONDITIONED SPACE TO HAVE 1/2" G.W.B. w/ TYPE I OR 2 VAPOR BARRIER PER R102 / R805 w/ TYPE 3 PERM RATED PAINT R-21 BATT INSULATION III _ l.V FIRE TEST ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM UL R1319-4, 6, TYP. UNIT VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO 6-11-52: UL EACH SIDE OF DOUBLE ROW OF 2 X 4 WOOD STUDS 16" O.C. ON R2111-39, SEPERATION SEPARATE PLATES 1" APART WITH 6d COATED NAILS, 11/5" 1-20-66: UL WALL LONG, 0.0915" SHANK, 1/4" HEADS, 1" O.C. I HOUR GA WP 45-49 STC R3501, JOINTS STAGGERED 16" ON OPPOSITE SIDES. HORIZONTAL 3310 SOUND 3-1546, UL BRACING REQUIRED AT MID -HEIGHT. (LOAD-BEARING) TRANS DESIGN U305: ESTIMATED ULC DESIGN x zm W301: UL R4024, 2x4 or 2x6 9 16" O.G. STAGGERED / SEE PLAN 10-31408 I" AIR SPACE 2x4 or 2x6 a 16" O.C. STAGGERED / SEE PLAN (1) LAYER 5/8" TYPE "X" GWB W _ 4 1/2" G.W$. EA. SIDE PLUMBING NR N/A NR NR WALL AT SHTG. PER STRUCTURAL INTERIOR UNIT 2x STUDS a 16" O.C. U.N.O. ON PLAN PER STRUCTURAL PLUMBING / MECH. PIPES W=5 TYP. GARAGE TO DWELLING 2x6 STUDS 9 16" O.G. U.N.O. ON PLAN I HOUR GA WP NR FIRE TEST 3335 UL R14196, 05NK29898, 2-16-06 UL DESIGN ONE LAYER 5/8" PROPRIETARY TYPE X GYPSUM WALLBOARD U305 APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2x6 WOOD STUDS 16" O.C. w/ 11/4" TYPE W DRYWALL SCREWS 8" O.C. WHEN APPLIED PARALLEL TO WOOD STUDS, JOINT STAGGERED 16" ON OPPOSITE OF WALL (LOAD-BEARING) W FIRE TEST INTERIOR ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM UL RBIS-4, 6, GARAGE VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO I HOUR GA WP NR 6-I1-52: UL EACH SIDE OF DOUBLE ROW OF 2 X 4 WOOD STUDS 16" O.G. ON 3239 R2111-39, WALL SEPARATE PLATES 1" APART WITH 6d COATED NAILS, 11/8" 1-20-66: UL LONG, 0.0915" SHANK, 1/4" HEADS, 1" O.C. 83501, JOINTS STAGGERED 16" ON OPPOSITE SIDES. HORIZONTAL 3-15-66, UL BRACING REQUIRED AT MID -HEIGHT. (LOAD-BEARING) DESIGN U305: ULC DESIGN W301: UL R4024, 2x4 or 2x6 ® 16" O.C. STAGGERED / SEE PLAN 10-31-68 I" AIR SPACE 2x4 or 2x6 a I6" O.C. STAGGERED / SEE PLAN (1) LAYER 5/8" TYPE "X" GWB FLOOR / CEILING 455EML IE5 fD m ` 0 N N 0 C c N U D E 5CR I IT I ON FIRE RATING RATING SOURCE SOUND RATING RATING SOURCE IN32" WOOD STRUCTURAL PANELS, MIN. GRADE O�ObbH � eP M 00 m F-1 "UNDERLAMENT" OR "SINGLE FLOOR" FINISH ca C6 L M FLOORING. FACE GRAIN OF PLYWOOD TO BE NA NA N/A N/A TYP. FLOOR PERPENDICULAR WITH FLOOR JOISTS STAGGERED. Lu a� (7 / CEILING _(D r�/L/�� V) L U Q U ASSEMBLY J < N 0 U LL Z Lu I' JOISTS PER STRUCTURAL, SPACED 16" O.G. L O N z FIRESTOPPED H Lu a 0 Lu 4 'X' W--�--� U� C/) z o G.W$. I/2" TYPE z ti z fD m ` 0 N N 0 C c N U m ti cfl r` J O n 'COO O�ObbH � eP m 05 (1- o ti cfl ti M ui Ln 00 U_ M 00 m ^♦� W aD 0� ca C6 L M 'C N Lu cu C .cm Z O U Lu a� (7 _(D r�/L/�� V) L U Q U W J < N 0 U 05 (1- o 0ON - m N 0 N N O N N 4- a) E a X Lu J a 0 E v Lu z a; Q c 0 v a� m m E v Lu z r` N O Q0 O N H U) ti ui Ln 00 U_ m ca M Lu 0c) rn Z O U) ELU � (7 Z Z z Q W J < N 0 U LL Z Lu L O N z 0 H Lu a 0 Lu _ W--�--� U� C/) z o U z ti z Lu J � Z LU M JZ 0 Q � o , o co M 0ON - m N 0 N N O N N 4- a) E a X Lu J a 0 E v Lu z a; Q c 0 v a� m m E v Lu z r` N O Q0 O N H ti Ln 00 m ca ELU Z U N L O N .Q Q) .CIO a O }� N -tM _ o U� M z Z � Q' N 0 Q 0 0ON - m N 0 N N O N N 4- a) E a X Lu J a 0 E v Lu z a; Q c 0 v a� m m E v Lu z r` N O Q0 O N H A-8 Project Number Sheet Number OF Sheet Contents Project Title Drawn By Checked By Date Date Reproduction or re-use of these drawings without the written permission of the Design Team is prohibited. ADVANCED DRAFTING SERVICES 1011 MELLEN STREET CENTRALIA, WA. 98531 360 - 736 - 4751 PLANNING - DESIGN - DOCUMENTATION A Duplex for: Cynthia Schmier 313 Jefferson Ave. NE Yelm, Wa. 98597 T:\20160127 - Drawings 2\Multi-Family\Cynthia Schmier\313 SE Railroad Ave. NE Yelm\313 SE Railroad Ave. NE Yelm DUPLEX Permit Set.dwg, 2/1/2022 10:17:58 AM