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APPROVED BLD RESUB2 BLD2023-0692+Structural_Plan+6.20.2024_10.35.17_AM+4333634GENERAL STRUCTURAL NOTES: CODE: ALL CONSTRUCTION SHALL CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE (IRC) 2018 EDITION; THE INTERNATIONAL BUILDING CODE (IBC) 2018 EDITION. DESIGN LOADS: ROOFS FLOORS DECKS BASIC WIND SPEED EXPOSURE IMPOTENCE FACTOR HELGHT ADJUSTMENT FACTOR TOPOGRAPHIC FACTOR 25 PSF LIVE LOAD (SNOW), 40 PSF LIVE LOAD 60 PSF LIVE LOAD 110 MPH B 1.00 1.00 1.00 15 PSF DEAD LOAD SEISMIC DESIGN CATEGORY D SEISMIC ANALYSIS PROCEDURE BEARING WALL SYSTEM BASIC SEISMIC FORCE SYSTEM LIGHT FRAME,WOOD STRUCTURAL SHEAR PANELS MAPPED SPECTRAL RESPONSE ACCL. Ss 1.45 MAPPED SPECTRAL RESPONSE ACCL. S1 0.53 RESPONSE MODIFCATION FACTOR R 6.5 DESIGN BASE SHEAR 0.162 SOIL SITE CLASS D DESIGN BEARING 2000 PSF (DESIGN BEARING) FOUNDATIONS: EXTEND FOOTINGS TO UNDISTURBED SOIL OF 2000 PSF SOIL BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE 1'-6" MIN. BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL: COMPACTED FILL SHOULD CONSIST OF PREDOMINANTLY WELL GRADED GRANULAR SOIL FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8 INCH LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. r0NlrRP'TP'- f'c=2500 PSI MIN. IN STRENGTH DESIGN, f'c=3000 PSI FOR WEATHERING, 5 1 /2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB. SACK OF CEMENT. MAXIMUM SIZED AGGREGATE IS 1-1/2". MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL: #5 AND LARGER BARS SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615: WELLDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6—W1.4XW1.4 LAP ONE FULL MESH AT SPLICES. ROOF TRUSSES: ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE T.P.I. AND THE I.B.C. HEADERS: HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DF—L#2 WITH ONE CRIPPLE AND ONE KING STUD AT EACH END FOR OPENINGS 4'-0" OR LESS AND TWO CRIPPLES AND ONE KING STUD FOR OPENINGS MORE THAN 4'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS BLOCK SOLID TO FOUNDATION. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d @ 16" 0/C STAGGERED. TIMBER: BEAMS AND POSTS (4X AND GREATER) DF—L #2 OR BETTER STUDS HF #2/STUD OTHER LUMBER HF #2 OR BETTER 2X—TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION".WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH REQUIRED TREATED FASTENERS. MISCELLANEOUS CONNECTIONS TO BE SIMPSON STRONG —TIE OR APPROVED EQUAL. ALL BASE PLATE ANCHOR BOLTS TO RECEIVE 2X2X16 PLATE WASHERS. NAILS SHALL BE COMMON WIRE NAILS. GENERAL STRUCTURAL NOTES (CONT.): GLUED LAMINATED WOOD MEMBERS: DOUGLAS FIR, KILN —DRIED, STRESS GRADE COMBINATION 24F—V4 (Fb=2,400 PSI) FOR SIMPLE SPANS AND 24F—V8 FOR CANTILEVER AND CONTINUOUS SPANS. ENGINEERED LUMBER PRODUCTS: PRODCTS MANUFACTURED BY TRUS JOIST MACMILLAN 1.9E MICROLLAM LAMINATED VENEER LUMBER (LVL) ALLOWABLE DESIGN STRESSES: E=1.9X10 PSL Fb=2,600 PSI Fv=285 PSL Fcl=750 PSL Fc=2,510 PSL 2. OE PARALLAM PARALLEL STRAND LUMBER (PSL) ALLOWABLE DESIGN STRESSES: E=2,000,000 PSL Fb=2,900 PSI Fv=290 PSL Fcl=650 PSL Fc=2,900 PSL EQUIVALENT ENGINEERED LUMBER PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PENDING REVIEW AND APPROVAL OF THE ARCHITECT, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER ALLOWABLE DESIGN STRESSES AND IDENTIFIED AS REQUIRED IN ATTC A190.1 AND ASTM D 3737. FLOOR AND ROOF DIAPHRAGM: APPLY 3/4" T&G STURD—I—FLOOR (24 O.C.) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 10d NAILS AT 6" O.C. AT SUPPORTED EDGES AND 10d NAILS @ 12" O.C. AT INTERIOR SUPPORTS. WOOD FRAMING: ALL EXTERIOR AND LOAD —BEARING WALLS SHALL BE NOMINAL 2X6 HEM —FIR STUDS @ 16" 0/C U.N.O. ALL NON —BEARING INTERNAL WALLS SHALL BE A MINMUM OF 2X4 STUDS @ 24" 0/C. ALL INTERNAL NON BEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH A SIMPSON STC CLIP, OR AN APPROVED EQUIVALENT, TO INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. JOIST: JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT EACH SUPPORT BY SOLID BLOCKING EXCEPT WHERE THE ENDS OF JOISTS ARE NAILED TO A HEADER, BAND OR RIM JOIST. SOLID BLOCKING SHALL NOT BE LESS THAN 2 INCHES IN THICKNESS AND THE FULL DEPTH OF JOIST. PROVIDE SOLID FULL —HEIGHT BLOCKING BETWEEN JOISTS @ 8'-0" 0/C U.N.O. TREATED WOOD: WOOD JOISTS LOCATED CLOSER THAN 18 INCHES OR WOOD GIRDERS LOCATED CLOSER THAN 12 INCHES TO EXPOSED GROUND IN CRAWL SPACES, THE FLOOR ASSEMBLY, INCLUDING POSTS, GIRDERS, JOISTS AND SUBFLOOR, SHALL BE APPROVED WOOD OF NATURAL RESISTANCE TO DECAY AS LISTED IN I.B.0 SECTION 2304.11.1 OR TREATED WOOD. WOOD LOCATED NEARER THAN 8 INCHES TO EARTH, OR LOCATED ON CONCRETE SLABS PLACED ON EARTH, SHALL BE TREATED WOOD OR WOOD OF NATURAL RESISTANCE TO DECAY, AS DEFINED IN I.B.C. SECTION 2303.1.8. ALL SILLS THAT REST ON CONCRETE OR MASONRY FOUNDATIONS SHALL BE TREATED WOOD OR FOUNDATION REDWOOD, ALL MARKED OR BRANDED BY AN APPROVED AGENCY. COLUMNS AND POST: COLUMNS AND POSTS LOCATED ON CONCRETE OR MASONRY FLOORSOR DECKS EXPOSED TO THE WEATHER OR TO WATER SPLASH OR IN BASEMENTS AND THAT SUPPORT PERMANENT STRUCTURES SHALL BE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING ABOVE FLOORS UNLESS APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD IS USED. THE PEDESTALS SHALL PROJECT AT LEAST 6 INCHES ABOVE EXPOSED EARTH AND AT LEAST 1 INCH ABOVE SUCH FLOORS. STRUCTURAL STEEL: ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE "CODE OF STANDARD PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: ANGLE SHAPES ASTM A-36 OTHER SHAPES & PLATES ASTM A-36 ANCHOR BOLTS ASTM F1554 (Fy=36,000 PSI) (Fy=36,000 PSI) (Fy=36,000 PSI) MISCELLANEOUS: THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACINGS AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE —FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURES RECOMMENDATIONS. : THE FOLLOWING DOCUMENTATION SHALL BE : AVAILABLE ON SITE FOR THE BUILDING INSPECTOR: 0 COE APPROVED ARCHITECTURAL PLAN SET 0 COE APPROVED STRUCTURAL PLAN SET : []COE REVIEWED CALCULATION PACKET ENERGY CREDIT WORKSHEET : SITE PLAN CIVIL PLAN CITY OF EDMONDS BUILDING DEPARTMENT 2021 ALL WORK SUBJECT APPROVED TO FIELD PLANS MUST BE INSPECTION FOR ON JOB SITE CODE COMPLIANCE LIST OF S—SHEETS: SO: STRUCTURAL NOTES S1.1: CONSTRUCTION DETAILS — FRAMING S1.2: CONSTRUCTION DETAILS — ROOF S2.0: FOUNDATION PLAN & MAIN FLOOR FRAMING S2.1: FOUNDATION DETAILS-1 S2.2: FOUNDATION DETAILS-2 S3.1: FRAMING PLAN — 2ND & 3RD FLOOR (UNIT 1) S3.2: FRAMING PLAN — 2ND & 3RD FLOOR (UNITS 2-5) S3.3: FRAMING PLAN — 2ND & 3RD FLOOR (UNIT 6) S4.1: FRAMING PLAN —ROOF & WALLS BELOW HOME TECH 13608 SE 51 ST PL BELLEVUE,WA98006 (206)778-2431 hometechwa@gmail.com 6 o of 11'AS� 32229 CIS C SIGNAL C� N O 00 Q U) 0 Z O W W F O WU) Z U) J =) � Q O Z 300 O p r N F— M � V O REVISI❑NS DATE RES U B Jun 20 2024 DEVELOPMENT SERVICES DEPARTMENT DESIGN: Y. S. DRAWING: H. H. CHECK: Y. S. DATE: APR 16, 2023 SCALE: NTS SHEET: COVER so FLOOR FRAMING NOTES: 1. SOLID WOOD F.J. ARE 2X10 H.F.#2 OR EQUAL, SEE PLAN FOR SIZE & SPACING; W/ RIM BOARD 2X10 H.F.#2 OR EQUAL, UNLESS NOTED OTHERWISE 2. SUB —FLOOR 3/4" TONGUE & GROOVE PLYWOOD W/ MIN. 16" SPAN RATING, GLUE & NAIL (8d COMMON, 6" O.C. AT EDGE, 8" O.C. IN FIELD) 3. ALL HEADER BEAMS AT EXTERIOR WALL 410 D.F. #2 OR BETTER & SUPPORTED BY DOUBLE STUDS AT EACH END, U.N.O. 4. ALL HEADER BEAMS AT INTERIOR WALL 4X10 D.F. #2 OR BETTER & SUPPORTED BY DOUBLE STUDS AT EACH END, U.N.O. 5. ALL FRAMING HARDWARES TO BE "SIMPSON" OR EQUAL WALL CONSTRUCTION NOTES: A. USE 2X6 @16" O.C., H.F. #2 OR BTR. FOR ALL EXTERIOR WALLS, UNO. B. USE 2X4 @16" O.C., H.F. #2 OR BTR. FOR ALL INTERIOR WALLS, UNO. C. USE SHEARWALL TYPE P1 FOR ALL EXTERIOR WALL NAILING, U.N.O. D. SEE SHEARWALL SCHEDULE FOR SHEARWALL CONSTRUCTION. SHEARWALL SCHEDULE 1,2,3,4,5 MARK STRENGTH SHEATHING PANEL EDGE TOP PLATE CONNECTION BASE PLATE CONNECTION (LB/LF) NAILING IF TJI IF SOLID WOOD @ WOOD @ CONCRETE P1 240 32 CDX 8d @6 O.C. 16d @6 O.C. LPT4 @24 O.C. 16d @6 O.C. 8 0 AB PLYWOOD OR A35 @24"O.C. @ 32"O.C. P2 5 350 15„ 32 CDX 8d @4 O.C. 16d @4 O.C. LPT4 @16 O.C. 16d @6 O.C. 5„ 8 0 AB PLYWOOD OR A35 @16 O.0 @ 32"O.C. NOTES: 1. BLOCK EDGES WITH 2X LAID FLAT AND NAIL TO INTERMEDIATE SUPPORTS WITH 8d @12"O.C. 2. 8d NAILS SHALL BE 0.131"0 X 22"(COMMON) 10d NAILS SHALL BE 0.148"0 X Y(COMMON) 16d NAILS SHALL BE 0.135"0 X 32"(BOX) 3. EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3"X3"X0.229" PLATE WASHERS. 4. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND END STUDS SHALL RECEIVE PANEL EDGE NAILING. 5. MINIMUM TWO 2X BASE PLATES OR ONE 3X BASE PLATE ARE REQUIRED. 4'-0" MIN. T❑P PLATES 2 - 16d @ O,C, MAX, @ SPLICECE / 10 L P PLATE SPLICING NTS 2x STUD WALL 16d - 6" ❑.C. (U,❑ N.) FLOOR J❑IST - SEE PLAN 2x S❑LID BL❑CKING 8d - 6" D.C. TYP @ BOTTOM PL & RIM J❑IST LPT4 OR A35 (SEE S,W,f� SCHEDULE FOR SPACING) 16d - 6" ❑.C. 5d - COOLER @ 4" ❑.C. 2x STUD &TPICAL- SHEAR WALL (20OR J❑IST PERPENDICULAR TO WALL) H❑RIZ❑NTAL DIAPHRAGM Al TIE, MSTC48B3-- (IF NOT SPECIFIED) DOUBLE J❑IST TYP. SHEAR WALL 16d - 6" ❑.C. 3 - 16d @ J❑IST & DIAPHRAGM 2x S❑LID BL❑CKING @ SHEAR WALL &YPICAL SHEAR WALL (IPAR�ALLEL WITH FLOOR JDIST) 2x STUD WALL 16d - 6" ❑.C. (U.0.N.) 8d - 6" D.C. TYP_ @ BOTTOM PL & RIM J❑IST LPT4 (SEE S.W.-` SCHEDULE FOR SPACING) 2x STUD I:IWild 31 o IW-Tu FLOOR J❑IST - SEE PLAN 2x S❑LID BL❑CKING �__16d - 6" ❑.C. \-5d - COOLER @ 4" D.C. 6d - 6" D.C. (STAGGERED.) TYPICAL SHEAR WALL 7 (FLOOR JOISTPERPENDICULAR To WALL) MSTA36 W/ 26 - 1❑6 NAILS ��ACE6 (BOTH SIDES) (2) 2X6 EXIST STUD @HEAI]IER C❑NNECTI❑N NTS LPT4 OR A35 (SEE S.W. SCHEDULE FOR SPACING) 2X STUD 16d - 6" ❑.C. (U.0.N.) 4 - 16d NAILS INT❑ BL❑CKING S❑LID BL❑CKING @ 4'-0" ❑.C. 2x NAILER W/ 10d - 6" D.C. TYPICAL_ SHEAR WALL_ 2 (JOIST PARALLEL WITH WALL) 16d-6" ❑.C; IOd-6" D.C. TIE, MSTC48B3--.-' (IF NOT SPECIFIED) SHEAR WALL H❑RIZ❑NTAL DIAPHRAGM 3 16d EQ SPACED, EACH ROW 2x BL❑CKING W/3-16d/ AT J❑IST & 3-10d AT DIAPHRAGM EA BLK TYPICAL SHEAR WALL 5 (PERPENDICULAR T❑ FL❑DR J❑IST) HEADER C❑NNECTI❑N 12 NrS HEADER BM 8d @ 3" O.C. GRID z -5 � O Q Lj (u ti MST -STRAP (SEE PLAN FOR TYPE) �AT TIE-D❑WN H❑RIZ❑NTAL DIAPHRAGM FLOOR J❑IST/ BL❑CKING 16d - 6" ❑.C. (U,❑,N.) H❑RIZ❑NTAL DIAPHRAGM 2x S❑LID BL❑CKING @ SHEAR WALL FLOOR J❑IST - SEE PLAN FOR SIZE & SPACING S❑LID BL❑CKING SHEAR WALL MSTC48B3 (END BOUND, OF SHEAR WALL ONLY) 2x STUD WALL --A � o HTT4 0 16d - 6" ❑.C. (U.0.N.) o 851,0 ALL -THREADED ROD F.J.-SEE PLAN 8d - 6" D.C. TYP @ BOTTOM F� & RIM \� 35(SIMPSDN) J❑IST xBLOCKING 16d-6" D.C. 5d - COOLER @ 4" D.C. 2x STUD HTT4 r &LLICAL SHEAR WALL 16d - 6" D.C. (U,D,NJ BM/J❑ISTS - SEE PLAN TYPi SHEAR WALL - BEAM C❑NN, EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES 2XBLOCKING, TYP. (2)2X6 FRAMING COVERED WITH MIN.3/8" THICK WOOD STRUCTURAL PANEL SHEATHING WITH 8d COMMON OR GALVANIZED BOX NAILS AT 3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS), TYP. HOLDOWN, TYP. STHD10 MIN. (1) 5/8" DIAMETER ANCHOR BOLT WITH MIN. 7" INTO CONCRETE AND WITH 2"x2%3/16" PLATE WASHER FOUNDATION, SEE PLAN FOR DETAILS. PORTALERAME WITH NTS MIN. FOOTING SIZE UNDER OPENING IS 12"x12". A TURNED —DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS. 0 HOME TECH 13608 SE 51 ST PL BELLEVUE,WA98006 (206)778-2431 hometechwa@gmail.com � 6 S of was�,j�,� " Is 31 S14NAL to N 0 co Z Q C OC p L Z v) O J 2 Q In W W 0 Z Uj U) O O Z T i 0 � � r N � Z � M O C� 0 REVISI❑NS DATE �1 NOV 11, 2023 RESUB Jun 20 2024 DEVELOPMENT SERVICES DEPARTMENT DESIGN: Y. S. DRAWING: H. H. CHECK Y.S. DATE; APR 16, 2023 SCALE1 AS SHOWN SHEET: S1.1 ROOF FRAMING NOTES: 1. LOAD: 15 PSF (DEAD LOAD) + 25 PSF (LIVE LOAD) 2. ROOF TRUSS: DESIGN TO THE LOAD CONDITION IN 1, CARRY MFGR. STAMP, INSTALL AND BRACE PER MFGR. SPEC. & FOLLOWING ADDITIONAL NOTES: — WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH APPROVED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL PLATE CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED BY A REGISTERED PROFESSIONAL WHERE REQUIRED BY THE STATUTES OF THE JURISDICTION IN WHICH THE PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION R106.1 — SHOP DRAWINGS FOR PRE—ENGINEERED FLOORS OR TRUSSES MUST BE ONSITE AT TIME OF FRAMING INSPECTION, AND HAVE AN ORIGINAL WASHINGTON SEAL AND SIGNATURE OF THE DESIGNER. PROCEEDING WITH FRAMING WITHOUT APPROVED DETAILS AND PLAN IS DONE SO AT THE CONTRACTORS/APPLICANTS RISK — TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. ALTERNATIONS RESULTING IN THE ADDITION OF LOAD (E.G., HVAC EQUIPMENT, WATER HEATER, ETC.), THAT EXCEED THE DESIGN LOAD FOR THE TRUSS, SHALL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPABLE OF SUPPORTING THE ADDITIONAL LOADING. 3. RAFTER TO BE 2X12 H.F. #2 OR BETTER, TYP. UNLESS NOTED OTHERWISE 4. PROVIDE SIMPSON H10 OR H2.5 CONNECTORS AT EVERY RAFTER/ TRUSS 5. SHEATHING TO BE 1 /2" CDX MINIMUN, W/RATED SPAN OF 24/0 OR HIGHER; NAILING SHALL BE 8 d @ 6" O.C. AT PANEL EDGES & 6" O.C. IN FIELD. 6. ALL HEADER BEAMS (H.B.) AT EXTERIOR WALL 4X10 D.F. #2 OR BETTER UNLESS NOTED OTHERWISE 7. ALL HEADER BEAMS (H.B.) AT INTERIOR WALL 010 D.F. #2 OR BETTER UNLESS NOTED OTHERWISE TYP. ROOF DIAPHRAGM SEE ROOF FRAMING PLAN FOR SHEATHING/NAILING- H4 (SIMPSON) HURRICANE TIES W/4 — 8d EA END (8 —8d TOTAL) ©EVERY R.J. 2X S❑LID BLK' EDGE NAILIN 16d @61 ❑.0 SECTI❑N 1 PREFAB. ROOF TRUSS OR ROOF J❑IST 2x BL❑CKING W/2 -16d EACH END NAIL TO BUT. CHORD HOME TECH 13608 SE 51 ST PL BELLEVUE,WA98006 (206)778-2431 hometechwa®gmail.com 6 of 11'AS� 32229 ° Is C� SIGNAL C� N O 00 Q LL O O U) 0 w z 1 v) O J Q � H LU LU .. 0 Z LU C/) U� O F- O L) _= D Z o F_ � N z Z F- M O O v� REVISI❑NS DATE RES U B Jun 20 2024 DEVELOPMENT SERVICES DEPARTMENT DESIGN: Y. S. DRAWING: H. H. CHECKi Y.S. DATE: APR 16, 2023 SCALEi AS SHOWN SHEET: S1.2 SEE 22 2 S1.1 S2.1 FOR DETAILS SEE 22 2 S1.1 S2.1 FOR DETAILS A l i N 0 c0 22 S1.' N Q0 2 S2.1 22 S1." 2 S2.1 22 S1.' 4 22 8 4 S2.1 S1.1 S2.1 S2.1 8" L- - - - - - - - - - - - - - - - - - - - - - I L------ - - - - - - - - - - - I o I L---------------------I L - - - - - - - - - - - - - - - Ll S 401 r-------------------�-----------� I r---------�26"---------------------� SLAB REINFORCEMENT I SLAB REINFORCEMENT #3 @ 36" O.C. E.W. I i 1 I I i #3 @ 36" O.C. E.W. 1 Io,© I j 1 I I s2.1 I soo 22 2SEE51.1 S2.1 24" (MIN.) CRAWL SPACE �oN II1I%jjj%IllIjII sIIIII 24IN.) CRAWL SFOR DETAILS (M sHF#1 2X10 @16" O.C. HF#1 2X10 @16P"ACOE.C. J �i-J - 7 II SST�NOog„ �00 g 1A 1A 2 4 (MIN.)THICK REINFORCED CONCRETE SLAB 52.1 .�o N� (MIN.)THICK REINFORCED CONCRETE SLAB 6 MIL V.B. OVER 4 (MIN.) COMPACTED GRANULAR FILL F� - S�N�1 IjI 6 MIL V.B. OVER 4" (MIN.) COMPACTED GRANULAR FILL a� 4 �- I F S2.1 ------------J-� I I I �o L-------- -----� I L---------------------J L=------ --- - I-------� S�N� min -----� 3 .�- -1 - - - - - - -�-�------I - ---�-\-- - - - - - I -------i r 22c----------- S21 I I PLAN - F 0% 38'-6" OUNDATION & FLOOR FRAMING_ UNIT 1 9 22'-6" @ 36" O.C. E.W. I L I /- - - - - ---- --- - 7------- I I I I I s�tio 52.1 I I N 24 (MIN.) CRAWL SPACE HF#1 2X10 @16" O.C. s2.1 I-J g _7„ 1A 4" (MIN.)THICK REINFORCED CONCRETE SLAB 52.1 6 MIL V.B. OVER 4" (MIN.) COMPACTED GRANULAR FILL e I ` 4 Fj - S2.1-� L- - - - - - - - - - - - - - - - - - - - - L = - - - - - - - - - - - - F------------ T--------- 71 IF ---------I------- PLAN - F 0 38' 6" o Q0 �0 N OUNDATION & FLOOR FRAMING_ UNIT 6 9 0 PLAN= FOUNDATION & FLOOR FRAMING SCALE:E: 1 /4"= l'-OUNIT 23 33 43 5 FOUNDATION NOTES: 1. FOOTINGS TO BEAR ON UNDISTURBED SOIL W/ MIN. SOIL BEARING CAPACITY OF 2000 PSF 2. MIN. CONC. COMPRESSIVE STRENGTH OF 3000 PSI (2500 PSI IN DESIGN) AT 28 DAYS 3. ALL REINFORCING STEEL SHALL BE DEFORMED REBARS CONFORMING TO ASTM A615, GRADE 60 OR HIGHER 4. ANCHOR SYSTEM: MIN. TWO (2) 5/8" DIA. ANCHOR BOLTS PER SILL PLATE W/ A MAX. SPACING OF 32" O.C. AND ONE (1) ANCHOR BOLT SHALL BE LOCATED WITHIN 12" OF EACH END OF THE SILL PLATE 5. HOLDOWN SYSTEM: SEE PLAN FOR HOLDOWN LOCATIONS AND TYPES 6. BLOCK OUT IN THE STEM WALL FOR OPENNINGS OF VENTS, DOORS, AND HVAC ETC. AS REQUIRED PER ARCHITECTURAL PLANS 7. WOOD IN CONTACT W/ CONC. TO BE PRESSURE TREATED WOOD 8. ALL EASTERNERS FOR PRESSURE -TREATED AND FIRE-RETARDANT- 0 TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED (ZINC COATED) NSTEEL, TYPE 304 OR 316 STAINLESS STEEL. NOTES: 1. SEE SHEET S1.1 FOR FLOOR FRAMING NOTES. 2. SEE SHEET S1.1 FOR SHEAR WALL FRAMING NOTES. 3. SEE SHEETS 2.1 AND 2.2 FOR FOOTING DETAILS SHEAR WALL TYPE SHEAR WALL LENGTH (MIN.) P 2Jor /r 0 SHEAR WALL SIMPSON HOLDDOWN STHD10 OR EQUAL, SEE 5 2. (ALTERNATIVE HOLD-DOWNS) SIMPSON HOLDDOWN OR EQUAL INSTALLED AT THE BOTTOM OF SHEAR WALL. SEE 6 FOR INSTALLATION INFOR. .1 0 N HOME TECH 13608 SE 51 ST PL BELLEVUE,WA98006 (206)778-2431 hometechwa@gmail.com 1�G S �ir6/?�23 32229 Is'CER 1 SI4NAL C� N O co Q J U) R � Z o w 0 � 06 o w Z Q 3 J w Cf) a cl) Z O 0 x ~ Z Q � O 0 0 r N Z m H M O V O LL REVISI❑NS DATE 0 N❑V 14, 2023 RESUB Jun 20 2024 DEVELOPMENT SERVICES DEPARTMENT DESIGN; Y. S, DRAWING; H. H, CHECK1 Y, S, DATE1 APR, 16, 2023 SCALE; As Shown SHEET; S2.0 JOIST/BLOCKING R-21 R-30 BLOCKING/JOIST 5/8" A.B. 10" MIN. EMBED z Q #4 CONT. TYP. #4 VERT @ co `CU 16" O.C. MAX 6 MIL V.B. ALT BEND 1 #4 CONT. SEE 1A FOR AT DOOR STHD HOLDOWN (PER PLAN) 2 X 6 P.T. SILL PLATE N SLOPE o� -� J 77-77 EXIST. GRADE #4 HORI. @ - - 12" O.C. MAX J (--i�DETAIL - FOUNDATION NTS JOIST/BL( BLOCKING/JOI c 1" �P DETAIL - FOUNDATION NTS JG DETAIL NTS \"7j 3X STUD /(2) 2X S �D10/14 COMPACTED SUBGRADE CONC. Y PAVING R-21, IF REQ'D 2X6 PT SILL PLATE - COMPACTED SUBGRADE 6 MIL V.B. CONC. SLAB .G._ y N d 1 z ` CD HORI. @12" O.C. MAX ro VERT @ 16" O.C. MAX T BEND (--2� S ECTI O N -AT GARAGE/DRIVEWAY 22 NTS 5 SIMPSON STRONG -TIE NTS QTunin/IA 3X STUD /(2) 2X STUD ]OLDOWN ALL -THREADED ROD -IN-PLACE 12" (MIN.) EMBEDMENT IN CONCRETE 6 SIMPSON STRONG -TIE NTS WTTA Nni nnwm #4 CONT. DETAIL NTS STHD HOEDOWN (PER PLAN) � — 2XBLOCKWG F.J. PER PLAN SIDING N SLOPE o� EXIST. GRADE \=1C 4 HORI. @12" O.C. MAX 4 VERT @ 16" O.C. MAX ALT BEND #4 CONT. �_I „ >> DETAIL - FOUNDATION_ NTS 4 HORI. @12" O.C. MAX �--#4 VERT @ 16" O.C. MAX ALT BEND -FOUNDATION 1" GAP R - 21 AI� HOLDOWN SEE SCHEDULE 2X6 PT SILL PLATE - 5/8" A.B. °°°° 10" MIN. EMBED COMPACTED SUBGRADE e ao° 6 MIL V.B. ° ° ° ° CONC. SLAB ° ° 0000 #4 VERT @ 16" O.C. MAX #4 CONT. DETAIL - F NTS -71S- =t x 4 HORI. @ 12 O.C. MAX 114 #4 VERT @ sw=_; /16 O.C. MAX a OUNDATION HOME TECH 13608 SE 51 ST PL BELLEVUE,WA98006 (206)778-2431 hometechwa@gmail.com �6' of 1YAS�r 31222 Is SIGNAL N O W a) Q C 0 Z 0 r J LV Q F- LU W Z 0 O 0 x ~ Z O 0 0 N Z m H M O O LL REVISI❑NS DATE RESUB Jun 20 2024 DEVELOPMENT SERVICES DEPARTMENT DESIGN; Y. S, DRAWING; H. H, CHECK1 Y, S, DATE1 APR, 16, 2023 SCALE; As Shown SHEET; S2. 2XSTU D WALL 8" A.B.O" MIN. EMBED 8" • #5@18"O.CL #4@12"O.C(3 MIN.) IIRETAINING WALL x I I WATER STOPPER (not req'd if mono —pour) CONS. JOINT _ (not req'd if mono —pour) 4@12"0. C. 3 MIN.) I• (#4M N� O.0 , TOP 8c BOT e 4"0 PERFERATED PIPE �P o WRAPED W/ FILTER e o 0I FABRIC °. o B (SEE TABLE) RETAINING WALL TABLE WALL HEIGHT, H (FT) BASE WIDTH, B (FT) 6 3 4.5 2 3.5 1.5 RETAI N I N NTS G WALL x LO 4"0 PERFERATED PIPE WRAPED W/ FILTER FABRIC i #5@6"O.C.L � 2X1Q P.T. / 5/8"0 EPDXY ANCHOR @48"O.C. -III-I i' ; 5 ����1NG/JOIST F. J./BLOOKING z • 5—#4> TOP 8c BOT c #4@12"0. C. roo _, _� I I I I I 2 B (SEE PLAN) RETAINING WALL TABLE WALL HEIGHT, H (FT) BASE WIDTH, B (FT) 6 3.5 4.5 2.5 3.5 1.5 2 RETAINING WALL NTS WR/ a 3 RETAINING WALL NTS HOME TECH 13608 SE 51 ST PL BELLEVUE,WA98006 (206)778-2431 hometechwa@gmail.com �6 of 1YAS�r 32229 IS CER ti SIONAL C� N O 00 O Q C 0 Z O N 1 2 cl) o J LU Q H LU LU Cf) Z O 0 0 x ~ Z O 0 0 r N Z n H M O O LL = ti REVISI❑NS DATE RESUB Jun 20 2024 _GTYDEVELOPMENT SERVICES DEPARTMENT DESIGN; Y. S, DRAWING; H. H, CHECK1 Y, S, DATE1 APR, 16, 2023 SCALE; As Shown SHEET; S2.2 6X6 F 2X1 6X6 F C SEE 22/S PORTAL D kiulmK.a 1. USE P1 TYPE SHEAR WALL SCHEDULE TO UPGRADE ALL EXISTING EXTERIOR STUD WALLS EXTEND FROM FOUNDATION WALL, UNLESS NOTED OTHERWISE. 0 FRAMING P SCALE:1 /4"-1 10" LAN - 2ND FLR & WALL BELOW NOTES: 1. SEE SHEET S1.1 FOR FLOOR FRAMING NOTES. 2. SEE SHEET S1.1 FOR SHEAR WALL FRAMING NOTES. LEGEND: SHEAR WALL TYPE SHEAR WALL LENGTH (MIN.) P 3' 0 SHEAR WALL S�. SIMPSON MST48/MSTC48B3 STRAP TIE OR EQUAL, AT BOTTOM OF SHEAR WALL SEGMENT, CENTERED AT THE 2ND FLOOR DIAPHRAGM t, SIMPSON MSTC48B3 STRAP TIE OR EQUAL, AT BOTTOM OF L SHEAR WALL SEGMENT, CENTERED AT THE 2ND FLOOR DIAPHRAGM SIMPSON HOLDDOWN OR EQUAL INSTALLED AT THE BOTTOM OF SHEAR WALL. SEE 6 FOR INSTALLATION INFOR. y SIMPSON HOLDDOWN STHD10 OR EQUAL, SEE (�5 UNIT 1 9 2XSTUD, I 0 N 0 P2 SW 1 N 0 0 U U L 0 0 T 2X10 RIM BOARD N II CD T 77— P' J CD x CO J U O Co O J � J LO ll� U U O_ Cn x _ o `� Ln CDr` I Ln 0 Ln G x x N 11 x Ln x Ln Ln r` SST L 4X4 POST 6 I S1.1 00 s1.1 P2 SW 12'-8" 16'-10",P1 ilkiummmN 1. USE P1 TYPE SHEAR WALL SCHEDULE TO UPGRADE ALL EXISTING EXTERIOR STUD WALLS EXTEND FROM FOUNDATION WALL, UNLESS NOTED OTHERWISE. 0 2 FRAMING PLAN SCALE:1 /4"=1 ' O" - 3RD FLR & WALL BELOW UNIT 1 9 ?) 2XSTUD, > P. Z& SHEAR WALL SPECIFIED ON THE PLAN HOME TECH 13608 SE 51 ST PL BELLEVUE, WA (206)778-2431 hometechwa®gmail.com 1�G s't?�/rs�?�? of IYAg�j 32229 S14NAL 000m*14 F— _ z O D N o 00 � Q7► O Q O J LL U) 0 z c� O 0 w z N LU U) z U J z o z 300 T� O N F— L) O r LL = REVISI❑NS DATE Al NOV 14, 2023 RESUB Jun 20 2024 -GTYDEVELOPMENT SERVICES DEPARTMENT DESIGN: Y. S, DRAWING: H H, CHECK Y. S, DATE; APR, 16, 2023 SCALEi As Shown SHEET: S3.1 6X6 F 2X1 6X6 F SEE 22/S PORTAL D kiulmK.a 1. USE P1 TYPE SHEAR WALL SCHEDULE TO UPGRADE ALL EXISTING EXTERIOR STUD WALLS EXTEND FROM FOUNDATION WALL, UNLESS NOTED OTHERWISE. 0 FRAMING P SCALE: 1/4"=1'-0" kirat r!.a LAN - 2ND FLR & WALL BELOW 1. SEE SHEET S1.1 FOR FLOOR FRAMING NOTES. 2. SEE SHEET S1.1 FOR SHEAR WALL FRAMING NOTES. LEGEND: UNITS 2 - 5 SHEAR WALL TYPE P SHEAR WALL LENGTH (MIN.) 3, 0 SHEAR WALL s� SIMPSON MST48/MSTC48B3 STRAP TIE OR EQUAL, AT BOTTOM OF SHEAR WALL SEGMENT, CENTERED AT THE 2ND FLOOR DIAPHRAGM "ST 6� SIMPSON MSTC48B3 STRAP TIE OR EQUAL, AT BOTTOM OF L SHEAR WALL SEGMENT, CENTERED AT THE 2ND FLOOR DIAPHRAGM SIMPSON HOLDDOWN OR EQUAL INSTALLED AT THE BOTTOM OF SHEAR WALL. SEE 6 FOR INSTALLATION INFOR. .1 SIMPSON HOLDDOWN STHD10 OR EQUAL, SEE 9 2XSTUD, I 0 N ilkiummWom 1. USE P1 TYPE SHEAR WALL SCHEDULE TO UPGRADE ALL EXISTING EXTERIOR STUD WALLS EXTEND FROM FOUNDATION WALL, UNLESS NOTED OTHERWISE. 0 2 FRAMING PLAN. SCALE:1 /4"=1'-O" - 3RD FLR & WALL BELOW UNITS 2 m 5 U D, 9 Z& SHEAR WALL SPECIFIED ON THE PLAN HOME TECH 13608 SE 51 ST PL BELLEVUE, WA (206)778-2431 hometechwa®gmail.com 1�G s't?�/rs�?�? of IYAg�j 212229 � Is S14NAL 001=4% L I 1 N U) F N - O z 00 M J LL U) z cle) O 0 w z N 1 LU U) z J z o z 300 T� O N F- L) O r LL = REVISI❑NS DATE Al NOV 14, 2023 RESUB Jun 20 2024 -GTYDEVELOPMENT SERVICES DEPARTMENT DESIGN: Y. S, DRAWING: H H, CHECK Y. S, DATE; APR, 16, 2023 SCALEi As Shown SHEET: S3.2 6 SEE 22/S1 PORTAL DE 2X1 SEE 22/S PORTAL C 6X6 F kiulmK.a 1. USE P1 TYPE SHEAR WALL SCHEDULE TO UPGRADE ALL EXISTING EXTERIOR STUD WALLS EXTEND FROM FOUNDATION WALL, UNLESS NOTED OTHERWISE. 0 FRAMING P SCALE: 1/4"=1'-0" arsorw.Z LAN - 2ND FLR & WALL BELOW 1. SEE SHEET S1.1 FOR FLOOR FRAMING NOTES. 2. SEE SHEET S1.1 FOR SHEAR WALL FRAMING NOTES. LEGEND: P Z2,3� SHEAR WALL sT SHEAR WALL TYPE SHEAR WALL LENGTH (MIN.) UNIT 6 SIMPSON MST48/MSTC48B3 STRAP TIE OR EQUAL, AT BOTTOM OF SHEAR WALL SEGMENT, CENTERED AT THE 2ND FLOOR DIAPHRAGM cQ� 6� SIMPSON MSTC48B3 STRAP TIE OR EQUAL, AT BOTTOM OF L SHEAR WALL SEGMENT, CENTERED AT THE 2ND FLOOR DIAPHRAGM SIMPSON HOLDDOWN OR EQUAL INSTALLED AT THE BOTTOM OF SHEAR WALL. SEE 6 FOR INSTALLATION INFOR. 1�2T SIMPSON HOLDDOWN STHD10 OR EQUAL, SEE 9 2XSTUD, I 0 N ilkiummWom 1. USE P1 TYPE SHEAR WALL SCHEDULE TO UPGRADE ALL EXISTING EXTERIOR STUD WALLS EXTEND FROM FOUNDATION WALL, UNLESS NOTED OTHERWISE. 0 2 FRAMING PLAN. SCALE:1 /4"=1'-O" - 3RD FLR & WALL BELOW UNIT 6 U D, 9 Z& SHEAR WALL SPECIFIED ON THE PLAN HOME TECH 13608 SE 51 ST PL BELLEVUE, WA (206)778-2431 hometechwa®gmail.com 1�G s't?�/rs�?�? of IYAg�j 32229 is S14NAL 001=4% F N _ O z 00 M � Q J LL U) z M O 0 w z N LU U) z U J � zo z O N Q F- M O r LL = ti REVISI❑NS DATE Al NOV 14, 2023 RESUB Jun 20 2024 -GTYDEVELOPMENT SERVICES DEPARTMENT DESIGN: Y. S, DRAWING: H H, CHECK Y. S, DATE; APR, 16, 2023 SCALEi As Shown SHEET: S3.3 0 00 I 0 00 I n 24" O.C. INFILL TRUSSES 24" O.C. 24" O.C. FRAMING PLAN - ROOF & WALLS BELOW 9UNIT 1 24" O.C. INFILL TRUSSES 24" O.C. 24" O.C. FRAMING PLAN - ROOF & WALLS BELOW 9UNIT 6 0 00 I NFILL TRUSSES 24" O.C. 24" O.C. FRAMING PLAN - ROOF & WALLS BELOW SCALE: "4 V UNITS 2,3,4,5 NOTES: I Al 1. SEE SHEET 51.2 FOR ROOF FRAMING NOTES. 2. SEE SHEET 51.1 FOR SHEAR WALL FRAMING NOTES. PJ, 3� SHEAR WALL SHEAR WALL TYPE SHEAR WALL LENGTH (MIN.) SIMPSON MST37 STRAP TIE OR EQUAL, AT BOTTOM OF SHEAR WALL SEGMENT, CENTERED AT 3RD FLOOR DIAPHRAGM SHEAR WALL NOTE: USE P1 TYPE SHEAR WALL FOR ALL EXTERIOR WALL, 11111161y1[10111go] I:1a:1TA6141 HOME TECH 13608 SE 51 ST PL BELLEVUE, WA (206)778-2431 hometechwa®gmail.com 32229 is S14NAL 0 N J 00 W m Q J J � Q � Z ad o L O O w oc wC/) z cl Q m J cn � Z o Z — pN Q F M � O r LL REVISI❑NS DATE ZL NOV 14, 2023 RESUB Jun 20 2024 -GTYDEVELOPMENT SERVICES DEPARTMENT DESIGN: Y. S, DRAWING: H H, CHECK Y. S, DATE; APR, 16, 2023 SCALEi As Shown SHEET: S4.1