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APPROVED ENG PLN BLD2022-0376+Architectural & SITE_Plan+3.24.2022_1.47.43_PM+2759602OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING q ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. / ALL DISTURBED SOILS SHALL BE / �1AL.l_ COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR — hL 1 t APPROVED QUAL. `4 OWNER/CONTRACTOR IS RESPONSIBLE FOR I EROSION CONTROL AND DRAINAGE ! �L Stormwater rurioff'from new impervious surfaces shall not negatively impact neighboring properties or City Right -of -Way. Nor shall the stormwater runoffE©-�`�`` ` discharge to the sewer�� `- system. �R.Or 05� i i i \ 1 i I ���1� T•��, �r� ,��D ri�oi� � r L-n 2-0 I r 1 I 6, I Ml IN i- - - - - - - - - - - -T-- I I W L-4 Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. (t o u S 4, t� I ;rz(E:1 h- H���� C c� Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. acl�l t PROPERTY OWNERS: ELLEN AND BRETT SONTRA PROPERTY ADDRESS: 9405 216T" STREET, SW EDMONDS, WA 98020 TAX PARCEL NUMBER: 00595400000702 LOT AREA: .24 ACRES OR 10454 SF LOT SLOPE: 10-12% ZONE: RS-8 STRUCTURAL LOT COVERAGE Zone r _ _ RS-8 _ _ ; Corner : _ _ _ _ . Flag_ Setbacks: Required Proposed Front S __25 ---_ 25+ Sides W/E 7.5/7.5 : 7.5/67 Rear N 15 ; 40 Other __ ------ 25 14.75 Height __ EXISTING HOUSE FOOTPRINT 1325 SF EXISTING SHED 64 SF APPROVED BY PLANNING EXISTING PLAY STRUCTURE 64 SF PROPOSED ADDITION 306 SF TOTAL EXISTING AND PROPOSED LOT COVERAGE 1759 SF Apr 07 2022 TOTAL COVERAGE AS A % OF LOT AREA 16.8 % MAXIMUM ALLOWED 35 % IMPERVIOUS SURFACES CALCULATIONS (SOLID SURFACES) EXISTING ROOF AREA (INCLUDING PORCH) 1930 SF EXISTING PATIOS 853 SF EXISTING FRONT ENTRY STAIR, WALK AND LANDING 141 SF EXISTING DRIVEWAY AND EAST PATH 762 SF PROPOSED ADDITIONAL ROOF AREA 380 SF TOTAL EXISTING AND PROPOSED LOT COVERAGE 4066 SF HEIGHT CALCULATIONS DATUM WATER METER LID = 0'0' A = +3'2" B = +6'8" C=+9'8" D = +6'6" AVERAGE GRADE + 6'6" EXISTING RIDGE HEIGHT ABOVE AVERAGE GRADE 16' PROPOSED RIDGE HEIGHT ABOVE AVERAGE GRADE: 14' 9" RIDGE HEIGHT ABOVE CENTERLINE OF 216T" STREET AT WEST PROPERTY LINE: 16' MAX HEIGHT ALLOWED 25' MINOR SITE REQUIREMENTS COMPLY WITH MINOR SITE CONSTRUCTION STORMWATER POLLUTION PREVENTION BM Ps AS ADOPTED BY THE CITY OF EDMONDS ECDC 18.30 CHAPTER 6. CUT FOR FOOTINGS: 15.0 CU. YD. IA SEPERATE PLUMBING PERMIT IS REQUIREDI FOR THIS PROJECT. TREES: APPROVED (E) 1" DIAMETER PEAR TO REMAIN PLANS MUST BE ON JOB SITE (E) 12" DIAMETER CEDAR TO REMAIN (E) 9.2" DIAMETER CEDAR TO REMAIN (E) 11.5 DIAMETER EVERGREEN TO REMAIN ALL WORK SUBJECT OBTAIN ELECTRICAL (E) 10" DIAMETER TULIP TREE TO REMAIN TO FIELD PERMIT FROM (1) 14" DIAMETER DECIDUOUS TREE TO BE REMOVED INSPECTION FOR STATE LABOR & CODE COMPLIANCE INDUSTRIES ENGINEERING DIVISION APPROVED AS NOTED 04/19/2022 NO STORMWATER MANAGEMENT SYSTEM REQUIRED AT THIS TIME. IF NEW AND/OR REPLACED IMPERVIOUS SURFACE EQUALS 2000SQFT OR GREATER, A STORMWATER MANAGMEMENT SYSTEM MAY BE REQUIRED PER CITY CODES AND STANDARDS City Of Edmonds Building Department Work ADDITION, Address: 9405 216TH ST SW ----- ----- Owner ; SONTRA Approved Date 4/21/2022 Building Official '/ W. �'LOfAXLEL ------ - - - - -- Permit Numbe- BLD2022-0376 SHEET INDEX ------------------------------------------------ Al: SITE PLAN / SITE NOTES / GENERAL NOTES A2: NOTES A3: BASEMENT PLAN WITH FOUNDATION AND FLOOR FRAMING FOR ADDITION A4: MAIN FLOOR PLAN WITH FOUNDATION AND FLOOR FRAMING FOR ADDITION A5: BLDG SECTION A / BLDG SECTION B / TYPICAL WALL SECTION C/ ROOF FRAMING A6: WEST ELEVATION / NORTH ELEVATION A7: EAST ELEVATION /SOUTH ELEVATION SD1: STRUCTURAL DETAILS SD2: STRUCTURAL DETAILS SD3: STRUCTURAL NOTES 2 z4 - 20 22 BLD2022-0376 RECEIVED 3/25/22 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT i GENERAL NOTES 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE LAST EDITION OF STANDARD CODES AND SPECIFIGATIONS AS PUBLISHED BY THE GOVERNING AUTHORITY. SHOULD A CONFLICT OCCUR BETWEEN GOVERNMENT ADOPTED CODES AND THESE DRAWINGS THE CODES SHALL GOVERN. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE (I.R.C.) EXCEPT WHERE NOTED OTHERWISE. 2. WRITTEN DIMENSIONS GOVERN, DO NOT SCALE DRAWINGS!!! 3. VERIFY ALL DIMENSIONS IN FIELD! 4. ALL DIMENSIONS TO FACE OF STUD OR CONCRETE ON NEW CONSTRUCTION AND EXISTING SURFACE AT EXISTING CONSTRUCTION UNLESS NOTED OTHERWISE. 5. ALL NEW GLAZING TO BE DOUBLE PANED AND INSULATED. 6. CAULK AND WEATHERSTRIP ALL EXTERIOR OPENINGS. 7. SEAL JOINTS AND TEARS IN BATT INSULATION WITH TAPE. 8. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 9. PROVIDE ONE SMOKE ALARM PER BEDROOM AND ONE ON EACH FLOOR LEVEL, HARDWIRED AT NEW CONSTRUCTION. 10. PROVIDE ONE CARBON MONOXIDE ALARM OUTSIDE EACH OF THE SLEEPING AREAS AND ON EACH FLOOR LEVEL. 11. ALL FRAMING LUMBER SHALL BE NAILED PER STRUCTURAL NOTES. 12. ALL FRAMING ANGLES AND CONNECTORS TO BE SIMPSON OR ASTM APPROVED, PER STRUCTURAL NOTES. 13. PROVIDE INSULATION BAFFLES AT ALL VENTS TO ENSURE UNOBSTRUCTED FLOW OF AIR. 14. ALL PLUMBING TO BE DESIGN -BUILD, PER U.P.C. 15. ALL ELECTRICALTO BE DESIGN -BUILD, PER I.E.C. 16. ALL MECHANICAL TO BE DESIGN -BUILD, PER I.M.0 FOUNDATION VENTING CALCULATION (PER IRC R408) TYPICAL VENT: 8 X 16 VENTS LESS 25% FOR SCREEN = 96 SQ IN/EACH PROPOSED ADDITION: 306 SF VENTING REQUIRED: 306 SF/150 = 2.0 SF = 288 SQ IN REQUIRED, PROVIDE AND INSTALL (3) SCREENED VENTS PER PLAN FOR 288 SQ IN TOTAL ROOF VENTING CALCULATION (PER IRC R806) PROPOSED ADDITION: 306 SF VENTING AREA REQUIRED 306 /150 SF = 2.0 SF = 144 SQ IN REQUIRED PROPOSED EAVE VENTING AT BLOCKING: (4) 2" VENT HOLES/RAFTER BAY = 12.57 SQ IN/BAY x 24 BAYS = 302 SQ IN PROPOSED (12 LOW AND 12 HIGH) WITH CONTINUOUS STRIP VENT IN SOFFITS HEATED FLOOR AREA AND FENESTRATION PERCENTAGE HEATED FLOOR AREA: EXISTING MAIN FLOOR 1325 SF EXISTING LOWER FLOOR 1007 SF PROPOSED ADDITION 306 SF TOTAL HEATED FLOOR AREA 2638 SF TOTAL FENESTRATION 308 SF TOTAL FENESTRATION AS A % OF TOTAL HEATED FLOOR AREA 11.7 % FENESTRATION SCHEDULE - VERIFY ALL (** = SAFETY GLAZING PER R308.5)) # SIZE UFACTOR SF DESCRIPTION 1 3'0" x 3"0" .28 9.00 AWNING 2 5'0" x 4'6" .28 22.50 SINGLE VENT SLIDER (EGRESS) 3 6'0" x 1'6" .28 9.00 DBL VENT SLIDER 4 7'6" x 4'6" .28 33.75 DOUBLE VENT SLIDER 5 6'0" x 1'6" .28 9.00 DOUBLE VENT SLIDER 6 2'6" x 3'0" .28 7.50 DOUBLE HUNG ** (E) 217.20 TOTAL 307.95 ENERGY CREDITS FOR ADDITIONS LESS THAN 500 SF: 1.5 CREDITS REQUIRED HEATING OPTION 2 FOR 1 CREDIT: REPLACE EXISTING GAS FURNACE WITH HEATPUMP ENERGY OPTION 1a FOR .5 CREDITS: ALL REPLACEMENT AND PROPOSED NEW VERTICAL GLAZING TO HAVE A MAXIMUM U=.28 AND PROPOSED FLOOR INSULATION AT ADDITION TO BE R-38 EXHAUST FANS: 80 CFM IN MASTER BATHROOM, VENT TO EXTERIOR HEAT: REPLACE EXISTING GAS FURNACE WITH AIRHANDLER AND EXTERIOR MINISLIT HEAT PUMP. EXTEND DUCTING TO THE ADDITION. PROVIDE AND INSTALL WALL CASSETTE IN PROPOSED BEDROOM LIGHTING: A MINIMUM OF 75% OF LAMPS IN NEW FIXTURES SHALL BE HIGH EFFICIENCY. ENERGY CODE ALL NEW WORK TO MEET PRESCRIPTIVE OPTION OF THE 2018 EDITION OF THE WASHINGTON STATE ENERGY CODE AS ADOPTED BY THE CITY OF EDMONDS ADDITIONAL AND REPLACEMENT INSULATION AND FENESTRATION PER TABLE R402.1.1 AS FOLLOWS: VERTICAL GLAZING MAX U = .28 SKYLIGHTS MAX U = .50 DOOR MAX U = .20 CEILING R = 49 INSULATION VAULTED CEILING R = 38 INSULATION WALL BELOW GRADE R = 21 INSULATION WALL ABOVE GRADE R = 21 INSULATION j HEADERS R = 10 FLOORS R = 38 INSULATION *SEE ENERGY CREDIT NOTES BELOW INSULATE EXISTING WALLS OPEN DURING ONSTRUCTION PER WSEC R503.1.1 EXCEPTION 2: R 15 MINIMUM AT 2 X 4 FRAMING R 21 MINIMUM AT 2 X 6 FRAMING V C CA 2 24 1 DZ?- cL BLD2022-0376 .3/25/22 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT G 5 I") . (.. I �x Eon Ems" o,c , 'I 1 114 —1111' UalP�t ZI �i ? p" 2x to G E�, o.G VElzs t 3 15 6,A-,izk 6 e (-E1 wtku- TD 2 x wo6> ewTL�D W-AcLl- l ®,c 5 2x (9 WOOD pup WAZ . C? 160 �� o, c . t-xosrlW 6, 10GM E %% L.A f -M WALL 6r,+jaj>uLe (S/SDI) W t NIDOI,�, 5IFE- 6c�+eT.-IlU UE- sttMT 2 �x�t1�-'UsT s — �4 v- O (le) l u? I, c� C � � Q 0 I; w( �.} (� �,I �� r I° 31 t—! G c . Po; e7D rzi;on h l f-) 2 2622. BLD2022-0376 Li 3125122 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT "- i "o" 3�1 i On v i C?Iz ? LA-\i-I I Ce> Roar- t-i EPA \avlN 6 �4�� `ti �� WA sy��c���� � z 55484RAL �SS/O N A - 2:. 24 tl. BLD2022-0376 3/2 5/2 2 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT q�6 I f 3w As - A �il r4�DEq TD MAT&A Ce1 --,,4i-ltf �o�MS - j�-2t Gt;l LING Ally w�Ac F4M k5l- I 2 4 f5oTb M f vcre 'I f✓i. �L . LJ ?VC= STZUCT ;?AL MIL �" colmMUauS �I�f� SP�� r j T,.PF3"&34D A R7, li lEggr�,qt TTPI CA-L WALL, 5�GT[ c>ti 4� rtu.;" �x ITT"6 p 16111f.Mijb illiilll 2 Y— fk-S I.A - \ MI FT W/ ©w 1-1zg5 1t� °m W% owe x� TG+tCeI A1-iLi Locti L1G po--� M ATV�K7n �46 - � FT b�! 15# BUILDl}46 'r;1\P T2- 2xLa T. 61L FLAJE� w A,D. I wfr�t�R �Tl�uu L wA-TER--ma6Tt Nc .+1' 1+ fVZFvF-kMP WI ?TlXD IM FII•'% PicPa�� ?6-e Str-UCTWEAL H011CS DOT*I L4 GPL.'C ISrs C 0,C, G�1 Ll I-M C c rLA1- a --1 �l4 rL Co l cL6 CEO . 0 �I�If ll] v F6 p �u+f I Z7&,//� 1 Z ' 2-1! 2022 BLD2022-0376 3125122 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT maposel> , 6ZAtpi 5t s' 2,, N ©l?.Ttt �E-- L,EV�ITI o N i'c?-pror,vr) b\tppmDH E t3�c Iyfit"t* 3� BLD2022-0376 o�rWV4F- 3/25/22 CITY OF FDMONDS DEVELOPMENT SERVICES DEPARTMENT G;t�'Is. C0 o'C��--- EEF71 y to�, Fv-or- Tr-op of rL-(ra) .0',r ProF, BLD2022-0376 3/25/22 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONCRETE ANCHOR HOLDOWN SCHEDULE ALLOWABLE PLAN MARK HOLDOWN TYPE ANCHOR 51ZE MINIMUM EMBEDMENT MIN END STUD OR P05T OTY/SIZE OF FASTENERS TO 5TUD/PO5T UPLIFT CAPACITY (K) HD ❑1 HDU5-SD52.5 5/e"0 12" (2) 2xb HF (14) Y4"x2 Y2" 5D5 4.065K HD HDUS-5D52.5 12" (2) 2xb HF (20)Y4"x27)�" SDS 4.87OK HD ❑3 HDUS-SDS2.5 14" bxb DFL #1 (20)Y4"x2Y2" 5DS i.8"10K HD ® HDUII-SD52.5 1"0 16. bxb DFL #1 (50) Y4"x2 YZ" 5DS q.535K HD ❑5 HDUI4-5D52.5 1"0 18" bxb DFL #1 (36) Y4"x2 " 5D5 14.445K PANEL ED6E NAILING HOLDOWN STUDS/POSTS VERTICAL GRAIN BLK6 TO MATCH STUDS/POST ABOVE CONCRETE STEM WALL a a 7. ° d 4 d n a ° (2) #4 HAIRPIN a EA ANCHOR BOLT FOR -� TYPE 4 S 5 HOLDOWN'S EMBED HOLDOWN SCHEDULE FLR JOISTS NOT SHOWN FOR GLARIT� (1) KING STUD EA 51DE MIN, UNO (5) Ibd MIN KING STUD TO HDR Ibd (p 6" O.G. TYP STAGGERED, KING STUD TO TRIMMER TRIMMER/K I N6 STUD ABOVE WHERE OCCURS FULL DEPTH BLKG WHERE OCCURS, FULL WALL WIDTH END STUD/POST PER HOLDOWN SCHEDULE SHEAR WALL PER PLAN HOLDOWN PER PLAN. SEE HOLDOWN SCHEDULE FOR DETAILS T.O. FLR — COUPLER IN JOIST SPACE PANEL EDGE 5HEARWALL PANEL EDGE 5HEARWALL NAILING PER PLAN NAILING PER PLAN EXTERIOR WALL PANEL ED6E NAILING END STUDS TO 5HEARWALL STUDS/POST TYP PANEL EDGE NAILING PANEL EDGE NAILING ° PER AT ALL FRAMING MEMBERS CONNECTED TO A HOLD DOWN 7E(2)cl16 NAILS " O.G. STAGGERED EXTERIOR CORNERS U(g L 5HEARWALL PER PLAN (2) Ibd NAILS 5HEARWALL 6" O.G. PER PLAN N STAGGERED WIV a z a INTERIOR SHEARWALL INTERSECTION ANCHOR BOLT PER HOLDOWN SCHEDULE SCALE N.T.S. SILL PLATE T.O. 5UB FLOOR HEADER PER PLAN TRIMMER STUDS PER SCHEDULE, UNO HEADER SCHEDULE PLAN MARK HEADER SIZE MAX SPAN MIN OTY OF TRIMMER STUDS UNO IQ (2) 2x6 5'-b" (2) 2x4 OR (2) 2x6 ® 4xb -1'-6" (2) 2x4 OR (2) 2x6 SHEAR WALL SCHEDULE PLAN MARK APA RATED SHEATHING PANEL EDGE NAILING (COMMON OR GALV BOX) MIN PANEL EDGE STUD 65LKG 51ZE ALLOWABLE SHEAR (LB/FT) MUDSILL (ANCHOR BOLT CONN.) RIM J0I5T/BLKG CONNECTION TO SILL PLATE TO TOP PLATE EO WIND Q SINGLE -SIDED 15/sy IOd ® b" O.G. 2x 255 405 Y2"0 ® (D0" O.G. Ibd ® b" O.G. RBG ® 10" O.G. OR A55 ® 16" O.G. 8 SINGLE -SIDED 1%2" IOd ® 4" O.G. 2x 428 600 ),"0 ® 46" O.G. Ibd ® 5" O.G. RBG ® 8" O.G. OR A35 ® 10" O.G. © SINGLE -SIDED 1562" IOd ® 3" O.G. 3x 558 -Tell YZ"0 ® 36" O.G. Ibd ® 4" O.G. RBC ® 6" O.G. OR A55 a 5" O.G. ® SINGLE -SIDED 1Ss2,, IOd ® 2" O.G. 3x -716 1002 Y2"0 ® 52" O.G. Ibd ® 3" O.G. A35 ® 6" O.G. ® DOUBLE -SIDED 1Siy IOd ® 4" O.G. 3x 856 1200 %"0 ® 40" O.G. (2 ROW5) Ibd ® 4" O.G. A55 ® b" O.G. ® DOUBLE-51DED 1%2" IOd ® 3" O.G. 3x 1116 1562 5/e'0 ® 52" O.G. (2 ROWS) Ibd ® 3" O.G. RBG AND A35 ® b" O.G. Q DOUBLE -SIDED 15/62" IOd ® 2" O.G. 3x 1432 2004 %"0 ® 24" O.G. (2 ROWS) Ibd ® 2" O.G. RBG AND A35 ® b" O.G. Ibd @ 6" O.G. TYP PANEL EDGE NAILING SHEARWALL PER PLAN INTERIOR CORNERS SHEAR WALL SCHEDULE & END FRAMING I. INSTALL SINGLE -SIDED SHEAR WALLS ON FACE INDICATED BY # ON PLAN 2. ALL SHEAR WALLS TO BE FRAMED IN 2xb WALLS, MIN 3. ENSURE MINIMUM 1-1/2" NAIL PENETRATION 4. PANELS SHALL BE 4'x8% MIN, EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING 5. PROVIDE FULL DEPTH BLOCKING AT ALL UNSUPPORTED SHEATP�* EDGES 6. EDGE NAILS SHALL BE LOCATED AT LEAST 3/8" FROM PANEL EDGES 1. SHEATHING SHALL NOT BE USED TO SPLICE BOUNDARY ELEMENTS 5. LOCATE (1) ANCHOR BOLT 6" - 12" FROM EA END OF WALL AND EA SIDE OF SILL PL SPLICES q. PROVIDE ANCHOR BOLT WASHER PER GENERAL NOTES, WALL ANCHORAGE 10. STAGGER NAILS IN SILL PLATE CONNECTION II. SEE GENERAL NOTES FOR ADDITIONAL CONCRETE CONNECTION INFORMATION 4 ° d d ° 4 d 4 % d 4 Q d d 4 Q d < #4 VERT REINF. (TYP), #4 LONG REINF. (TYP), PER PLAN S DETAILS PER PLAN S DETAILS 4 . a 4 4 ° d Q 24" LAP SPLICE FTC. LONG. REINF. (TYP), PER PLAN $ DETAILS ADD'L L F76. STEP RE I NFORG I NG (MATCH FT6. BAR SIZE $ OTY) O ° d d ° 4 4 4 4 ° ° 4. MATCH FTC.. DEPTH ° a I ° 0 d 4 d° ° 24" LAP SPLICE NOTE: UNLESS NOTED OTHERWISE, FTC. STEP DOWN SHALL NOT EXCEED 24" DROP. MAINTAIN 48" MIN. DISTANCE BETWEEN CONSECUTIVE STEP DOWNS. SCALE N.T.S. NOTE: (1) 4x4 MAY BE SUBSTITUTED FOR (5) 2x4 HEADER FRAMING & SCHEDULE SCALE 8 NOT USED SCALE 5 STEPPED FTG. REINFORCING SCALE 2 N.T.S. N.T.S. N.T.S. LAP SPLICE 4 STD HOOK LENGTH FOR CORNER BARS BAR SIZE PER WALL LAP SPLICE LENGTH STD HOOK LENGTH #4 :2'- b" O' - 8" #5 3' - 0" 0' - 10" NOTE: WHERE INTERSECTING KALL5 CONTAIN DIFFERENT SIZE HORIZONTAL REINF BARS, CORNER BARS INSTALLED SHALL MATCH THE LARGER OF THE REINF BAR SIZES STD HOOK INTO WALL LAP SPLICE (ALT HOOK DIR) - 7b7 U w (L N CORNER BARS TO MATCH LOG $ SIZE OF HORIZ WALL d Q REINFORCEMENT Q ADD'L VERTICAL BARS PLAN ® CORNER PLAN ® INTERSECTION 9'-0" MIN I AP SPI ICP TYP (E) FTG S STEM WALL (N) DOWELS, TYP, T, SIZE S OTY OF (N) WALLS FT 6 REINF. $ DOWEL INTO (E) FTG S STEM WALL PER GEN NOTES STEM WALL STRIP FTG SCHEDULE FTG WIDTH PER PLAN FTG DEPTH REINFORCEMENT LONGITUDINAL TRANSVERSE I' - O" 6" (2) #4, CONT. WA 1' - 4" 8" (2) #4, CONT. N/A 2' - 0" 8" (5) #4, CONT. WA 10" (3) #4, CONT. #4 ® 12110.0. SHEATHING PER PLAN SHEARWALL EDGE NAILING (N) FTG S STEM WALL ANCHOR BOLT PER 5HEARWALL SCHEDULE OR GEN NOTES RIM JOIST SHEARWALL EDGE — NAILING FINISHED GRADE � ? F o S STEM WALL REIN, TYP z_ X y FTG REINFORCEMENT PER STEM WALL STRIP FTG SCHEDULE, UNO WALL PER PLAN 2x6 SILL PLATE — SHEATHING PER GEN NOTES JOIST PER PLAN PT 2x6 SILL PLATE 2) #4 LONG @ TOP MAX VENT OPENING 8" TALL x 20" WIDE d #4 LONG � 12,, O.G. — - #4 VERT (g Tel" O.G. (AL T HOOKS) A I I- a PER 6TEI'1 ItL -1 WALL SCHEDULE PER N COMPETENT BEARING SOIL (UNDISTURBED NATIVE SOIL PER PLAN OR COMPACTED STRUGT FILL) J REV //V n ►is/0 N A L �� 2/24/22 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. a] z O H v to W Q W H ' d Q a W dY z Li UJ w 11 Z w II I II � O CD2022-037 � w lX lL O I � SHEET T STRUC 9R, MENTS I RV S DEPARTMENT DET, @ _t SHEET SD-1 CORNER BARS @ CONC. WALLS SCALE N.T.S. 7 I (N) TO (E) STEM WALL & FTG SCALE N.T.S. 4 TYP STEM WALL & STRIP FTG SCALE N.T.S. ROOF RAFTERS PER PLAN ROOF SHEATHING PER &N NOTES IOd SINKER NAIL 12" O.G. (MIN -1) STAGGERED EDGE NAILING PER \ FLR/ROOF SHEATHING GEN NOTES \ ° 2x ELKS FULL DEPTH ° W/VENT HOLES PER \ ARCH 2x OUTRIGGER AT ROOF EAVE. BACKSPAN TO BE 2*THE EAVE LENGTH H2.5A EA TRUSS,UNO A35 (OR ;of - PLATE GONN) ER III SHEARWALL EDG E NAILING PEP, PE SCHEDULE SHEARWALL SCHEDULE WALL PER PLAN WALL SHEATHING PER GEN NOTES S SHEARWALL SCHEDULE T.O. ROOF RIDGE ER C., AFTER 16" O.G. FULL DEPTH 2x BLKG ca)_\ FLR FRAMING W/(2) I6d NAILS ND SHEATHING PER PLAN �e�OF WAsy/ c T.O. 5UB FLOOR DTG CLIP (a)BLKG I -4 2x4 ELKS AS DS CLIPS 16" O.G. NO NAILING ZONE'REO'D FOR CEILING GYP ATTACHMENT WALL PARALLEL TO FLR FRAMING WALL PERPEND I CULAR TO FLR FRAM I NG T.O. SUB FLOOR EXT WALL (a@ VAULTED RAFTER) SCALE 9 I RAFTER END FRAMING SCALE , I CEILING a@ PARTITION WALL SCALE 3 N.T.S. N.T.S. N.T.S. EXTERIOR OR NON -LOAD EXTERIOR OR NON -LOAD BEARING WALL BEARING WALL BEARING WALL BEARING WALL LAP SPLICE AP 5 LIN) HEADER END (25% WIDTH MAX) (40% WIDTH MAX) (40% WIDTH MAX) (60% WIDTH MAX) IOd @ Ill O.G. ad 6" O.G. (STAGGERED) 7\\\., NAILING (3) I6d EA END (TYP) BUNDLED STUD SCHEDULE 3z 11, „ 32 ,y322 I I ,y32 I I OTY BUNDLED STUD FACE NAILING FOR BUNDLED STUDS STUDS SIZE (2) TOP _ PLATE HEADER 2 2x IOd ® 6" O.G. STAGGERED ALT FACE PER PLAN 2x4 STUDS ill —" I6 I 2- a 3 2x 30d ® 5" O.G. 5TA66ERED ALT FACE g" HEADER PER PLAN 4 2x 20d a 5" O.G. STAGGERED ALT FACE DOOR NOTES: III I- I. AS ALTERNATIVE TO BUNDLED STUD NAILING FOR BUNDLES WINDOW OF 3 OR MORE, STUDS MAY BE BUNDLED PER 2 STUDS WITH IOd ® 6" O.G. STAGGERED FOR EACH ADDITIONAL STUD. ROUGH OPENI� WINDOW Sll BOTTOM PLATE NAILING, I6d 6" O.G. KING STUD OR STUDS TRIMMER STUD EA SIDE OF ROUGH OPENING WINDOW SILL SCHEDULE ROUGH OPENING MIN # OF SILL PLATES REQ'D END ATTACHMENT 4'-0" MAX 1 (2) I6d END NAIL 5'-0" MAX 2 (2) I6d END NAIL NOTES: I. UNLESS NOTED OTHERWISE, NAILING SHALL CONFORM TO IBC TABLE 2304.10.1 2. HEADER WIDTH SHALL MATCH STUD WIDTH 5z 52 ,y 5z 5� I I 3 16 2x6 STUDS 3 3" 2 16 z- oI O Illi n �I TYPICAL NON -LOAD BEARING WALL FRAMING NCT ST S E 5 ALLOWABLE STUD NOTCH & HOLE NC 2 I HEADER OF DROPPED BEAN PER PLAt MSTA24 (EA SIDE) SOLID BLKG MID -HEIGHT, WHEF WALL HEIGI EXCEEDS 5'-, (2) IOd E SIDE (TYI PLATE FLUSH HEADER OR BEAM, PER PLAN A24 SIDE) 3T OR BUILT UP IDS, PER PLAN OR DER SCHEDULE (D 6" O.G. P ca) BUILT STUDS) i STUDS b" O.G. -DOWN Z PLAN -DOWN z PLAN TOP P SPL I STUD 4'-0" r11N LAP SPLICE _ATE TOP OINT I6d NAILS � 3" JOIN O.G. STAGGERED Ibd � I6 STAGGE SE � TYP WALI PER PLATE T " O.G. RED FRAMING 'LAN 4NAL��u I 2/24/22 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DLO E I..L W W Z U Z W rn U Z JWI J W QY� sz LO ::1 ❑ a] z O F IL v w Q W H � Q Ll a� 0 U A w Vd K Z � 0 't In w � 10 O CD2022-037 � � I SHEET T STRUC:TLIEAVl TS D ET.0 @ I .ILffS DEPARTMENT II_.., SHEET TYPICAL NON -LOAD BEARING WALL FRAMING SCALE w N.T.S. �F TOP PLATE SPLICE SCALE N.T.S. SD-2 PROJECT AND SITE INFORMATION: PROJECT NAME: SONTRA ADDITION PARCEL NUMBER: 005G5400000702 CLIENT NAME: SONTRA, BRETT $ ELLEN SITE LOCATION: -1405 216TH STREET SW EDMONDS,^A g8O26 PROJECT DESCRIPTION: NEW ONE-STORY ADDITION TO EXISTING SINGLE-FAMILY RESIDENGE. APPLICABLE CODE AND STANDARDS: ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES AND STANDARDS: NOS: NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION, 2015 EDITION A51M: AMERIGAN SOCIETY FOR TESTING AND MATERIALS, LATEST EDITION. IRG: INTERNATIONAL RESIDENTIAL CODE, 2015 EDITION. AGI: AMERIGAN CONCRETE INSTITUTE, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, LATEST EDITION. AISG: AMERIGAN INSTITUTE OF STEEL CONSTRUCTION, STEEL CONSTRUCTION MANUAL, LATEST EDITION DESIGN CRITERIA: LOAD COMBINATIONS: LOAD COMBINATIONS SHALL BE IN ACCORDANCE WITH SECTION 1605 OF THE IBC. DEAD LOADS: INCLUDE THE FOLLOWING: THE SELF -WEIGHT OF STRUCTURAL MEMBERS, COMPONENTS AND CLADDING (WHERE APPLICABLE) 5 PSF (MISC. UNIFORM SUPERIMPOSED LOAD) LIVE LOADS: LIVE LOADS ARE CALCULATED IN ACCORDANCE WITH ASGE i-Ib: LIVE ROOF LOAD, LO: 20 P5F LIVE CEILING LOAD, Lo: 10 PSF (NON -STORAGE, WHERE OCCURS) SNOW LOADS: SNOW LOADS ARE CALCULATED IN ACCORDANCE WITH ASCE i-I6 AND SEAW SNOW MAP: GROUND SNOW LOAD, Pg: 20 PSF ROOF SNOW LOAD, Pf: 25 P5F (MIN) WIND LOADS: ULTIMATE WIND SPEED: 98 MPH EXPOSURE: B Kzt: 1.0 SEISMIC LOADS: SITE CLASSIFICATION: D SS: 1.262, SOS: 1.026 51: 0.451, 501: WA DEFLECTION LIMITS: TOTAL LOAD L/240 LIVE LOAD L/360 GENERAL: ALL WORK INDICATED ON THESE DRAWIN65 SHALL BE PERFORMED BY QUALIFIED CONTRACTORS EXPERIENCED IN THE GENERAL TYPE OF CONSTRUCTION REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. SUBSTITUTIONS: ANY SUBSTITUTIONS MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES AND SPECIFICATIONS AND SHALL BE 51MILAR TO TH05E SHOWN. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD (EOR) FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. PRE -MANUFACTURED ELEMENTS: MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES AND SPECIFICATIONS AND SHOULD BE 51MILAR TO TH05E SHOWN. THESE DE516N ELEMENTS MUST BE STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF PIASHIN670N, AND SUBMITTED TO THE FOR FOR APPROVAL PRIOR TO FABRICATION. SPECIAL CONDITIONS: CONTRACTOR SHALL VERIFY LEVELS, DIMENSIONS, AND EXISTING CONDITIONS IN THE FIELD BEFORE PROCEEDING. DIMENSIONS OF EXISTING CONDITIONS MAY BE BASED ON RECORD DRAWIN65 AND ARE TO BE FIELD -VERIFIED BY THE CONTRACTOR. DIMENSIONS NOTED AS PLUS OR MINUS (+/-) INDICATE UNVERIFIED DIMEN51ON5 AND ARE APPROXIMATE. IN CASE OF DISCREPANCIES BETWEEN THE EX15TINS CONDITIONS AND THE DRAWIN65, OR OF ANY CONFLICTS OR EXCESSIVE VARIATIONS FROM INDICATED DIMENSIONS, THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE FOR BEFORE PROCEEDING. CONTRACTOR SHALL NOTIFY THE FOR OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION. DIMENSIONS: DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONS AS COMPONENTS OF THE DRAWINGS MAY NOT BE DRAWN TO SCALE. UTILIZE ONLY NOTED DIMENSIONS AND FOR DIMENSIONS NOT NOTED, CONTRACTOR SHALL REQUEST CLARIFICATION OF DIMENSIONS NOT SHOWN. THE ENGINEER OF RECORD 15 NOT RESPONSIBLE TO VERIFY DIMENSIONS THAT CAN BE DETERMINED FROM INFORMATION CONTAINED IN THE DOCUMENTS. MEANS AND METHODS, SITE SAFETY: THE CONTRACTOR 15 RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND SITE SAFETY FOR THE PROJECT. NO ACTIONS BY THE ENGINEER OF RECORD SHALL BE INTERPRETED TO SUPERSEDE THE CONTRACTOR'S RESPONSIBILITY FOR MEANS AND METHODS AND SITE SAFETY. THE STRUCTURE HAS BEEN DESIGNED TO RE515T CODE SPECIFIED FORGES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT 15 NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY BRACING INSTALLATION; TEMPORARY SHORING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. INSPECTIONS: REFERENCE STANDARDS: IBC 110 INSPECTIONS ARE TO BE PERFORMED BY THE BUILDING OFFICIAL. INSPECTIONS REQUIRED ARE AS FOLLOWS: SOIL: VERIFY 5USGRADE 15 DRY, DENSE AND DOES NOT HAVE STANDING WATER PRIOR TO POURING FOOTINGS. CONCRETE: INSPECTIONS REQUIRED ONLY FOR DES16N MIXES WITH F'c SPECIFIED GREATER THAN 2500 PSI. TAKE CONCRETE CYLINDERS AS REQUIRED. VERIFY SLUMP AND STRENGTH. REINFORCING: VERIFY ALL REINFORCING 15 PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE, AND GRADE OF STEEL. WOOD: DIAPHRAGM NAILING, BLOCKING AND HOLOOWN CONNECTIONS. SOILS, FOUNDATIONS, AND SLABS: REFERENCE STANDARDS: DESIGN AND CONSTRUCTION SHALL CONFORM TO IBC CHAPTER IS "SOILS AND FOUNDATIONS" SOIL CONDITIONS: ALL CONCRETE CONSTRUCTION SHALL BEAR ON COMPETENT SOILS (UNDISTURBED NATIVE SOIL OR COMPACTED STRUCTURAL FILL TO 45%MAXIMUM DENSITY). BEARING SOILS SHALL BE FREE OF EXCESSIVE GROUND WATER AND SHALL BE LOCATED BELOW THE FROST LINE, AT A MINIMUM OF W' BELOW GRADE. FOOTING DEPTH: EXTERIOR STRIP FOOTINGS SHALL BEAR AT LEAST (IS") BELOW FINISH GRADE. INTERIOR FOOTINGS SHALL BEAR AT ANY CONVENIENT DEPTH BELOW THE FLOOR SLAB. UNDERGROUND UTILITIES: DO NOT DAMAGE ANY UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES IN THE AREA WHERE THE WORK 15 TO BE PERFORMED. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS AS REQUIRED. CONNECTION TO EXISTING FOUNDATIONS: WHERE NEW FOOTINGS ARE CAST AGAINST EXISTING FOOTINGS, A MINIMUM OF (4) POST -INSTALLED ANCHORS/REBAR SHALL BE INSTALLED, (2) IN THE FOOTING AND (2) IN THE STEM WALL, MAXIMUM 12" OG SPACING. CONCRETE SLABS-ON-6RADE: CONCRETE SLABS ON GRADE SHALL BE NO LESS THAN 4" THICK AND REINFORCED WITH #4 BARS SPACED AT 12" O.G. IN EACH ORTHOGONAL DIRECTION (OR WITH WIA X 1^11.4 6X6 WELDED WIRE FABRIC) UNO. REBAR SHALL BE SUPPORTED TO REMAIN IN PLACE BETWEEN MID -DEPTH OF THE SLAB AND THE UPPER THIRD. SLABS SHALL BE CAST ON A 10 MIL POLYETHYLENE VAPOR RETARDER WITH LAPPED JOINTS AT LEAST 6" WIDE, OVER A PREPARED COMPACTED SUB -BASE OF 6" THICK GLEAN GRAVEL, OR CRUSHED STONE PA551N6 A 2" 51EVE BUT < 1096PA551NG A #4 SIEVE. FOR INSULATED SLABS THE VAPOR RETARDER SHALL BE PLACED BETWEEN THE RIGID FOAM AND THE SLAB.(A VAPOR RETARDER IS NOT REQUIRED FOR EXTERIOR SLABS OR SLABS IN UNHEATED STRUCTURES. A BASE COURSE 15 NOT REQUIRED OVER WELL -DRAINED GRAVEL OR GRAVEL/SANO MIXTURES HAVING A PERCOLATION RATE NOT LESS THAN 4" PER HOUR. (REFER TO IRO SECTION R506.2.2 EXCEPTION, AND IRG TABLE R405.1 GROUP I AND FOOTNOTE "A".) CONCRETE: MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. PROPORTIONS OF AGGREGATE TO CEMENT SHALL PRODUCE DENSE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. COMPRESSIVE STRENGTH: CONCRETE STRENGTH SHALL BE VERIFIED BY STANDARD 25-DAY CYLINDER TESTS, UNLESS APPROVED OTHERWISE. CONCRETE MIXES SHALL CONFORM TO THE FOLLOWIN6 REQUIREMENTS: MAXIMUM WATER/CEMENT RATIO (BY WEIGHT) MIN. F'c NON -AIR MAXIMUM ENTRAINED AIR -ENTRAINED SLUMP LOCATION 2500 P51 .44 0.40 5 TOPPING SLAB 2500 PSI .45 0.45 b FOOTIN65/5TEMWALL FOUNDATIONS 4000 PSI - 0.55 S STEEL PIPE FILL 4000 PSI 0.40 0.55 5 ALL OTHER GONG 5000 PSI - 0.55 GONG PRE -CAST THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL 2 WEEKS PRIOR TO PLACING CONCRETE. THE MIX DESIGN SHALL BE IN CONFORMANCE WITH AGI CHAPTER 26. THE SUBMITTAL SHALL INDICATE WHERE EACH CONCRETE MIX IS TO BE USED ON THE PROJECT, AS WELL AS THE MAXIMUM AGGREGATE SIZE OF EACH MIX. MAXIMUM A66RE6ATE SIZE SHALL CONFORM TO THE SPECIFICATIONS. AGGREGATES: MAXIMUM 51ZE OF AGGREGATE SHALL BE 1-1/2 INCHES, BUT MAXIMUM SIZE OF AGGREGATE SHALL NOT BE MORE THAN THREE QUARTERS OF THE CLEAR DISTANCE BETWEEN REINFORCING BARS. WATER/CEMENT RATIO: W/G RATIO SHALL BE MEASURED BY WEIGHT AND SHALL BE BASED ON THE TOTAL CEMENTITIOUS MATERIAL. WATER/CEMENT RATIO SHALL BE DETERMINED BY THE SUPPLIER BASED ON STRENGTH REQUIREMENTS. WATER: SHALL BE GLEAN AND POTABLE TOTAL CEMENTITIOUS MATERIAL: THE SUM OF ALL CEMENT PLUS FLYASH AND SLAG. AT THE CONTRACTORS OPTION FLYASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT BUT SHALL NOT EXCEED 25% BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL. IN NO CASE SHALL THE AMOUNT OF FLYASH OR SLAG BE LE55 THAN REQUIRED BY THE CONCRETE MIX DESIGN TABLE. FOOTING MIXES SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, ALL OTHER MIXES SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, UNLESS NOTED OTHERWISE. MAXIMUM CHLORIDE CONTENT: THE MAXIMUM WATER SOLUBLE CHLORIDE CONTENT SHALL NOT EXCEED 0.15% BY WEIGHT OF CEMENTITIOUS MATERIAL UNLESS NOTED OTHERWISE. ADMIXTURES: WATER -REDUCING ADMIXTURES MAY BE INCORPORATED IN CONCRETE MIX DESIGNS, SHALL CONFORM TO ASTM G 494, AND SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CALCIUM CHLORIDE OR OTHER WATER-SOLUBLE CHLORIDE ADMIXTURES SHALL NOT BE USED. AIR ENTRAINMENT: CONCRETE EXPOSED TO WEATHER: PROVIDE 5.0% TOTAL AIR CONTENT FOR ALL CONCRETE EXPOSED TO WEATHER. TOTAL AIR CONTENT 15 THE SUM OF ENTRAINED AIR PROVIDED BY ADMIXTURES AND NATURALLY OCCURRING ENTRAPPED AIR. AIR CONTENT SHALL BE TESTED PRIOR TO BEING PLACED IN THE PUMP HOPPER OR BUCKET; IT 15 NOT REQUIRED TO BE TESTED AT THE DISCHARGE END OF THE PUMP HOSE. THE TOLERANCE ON ENTRAPPED AIR SHALL BE +2.0% AND -1.5% WITH THE AVERAGE OF ALL TESTS NOT LE55 THAN THE SPECIFIED AMOUNT. SLUMP: SLUMP TOLERANCE SHALL BE PER ASTM G -14. MAX SLUMP SHALL NOT EXCEED 4". CURING CONDITIONS: IF THE AIR TEMPERATURE WILL EXCEED "I5 DEGREES FAHRENHEIT 4F) WITHIN 48 HOURS OF PLACING CONCRETE, A MOIST CURE SHALL BE APPLIED TO THE CONCRETE FOR A PERIOD OF 36 HOURS AFTER FINISHING CONCRETE SURFACES. CONCRETE CONSTRUCTION: CONTROL AND CONSTRUCTION JOINTS: CONSTRUCTION JOINTS SHALL MEET THE REQUIREMENTS OF AGI 501 SECTIONS 2.2.2.5 AND 5.5.2.6. SPECIAL BONDING METHODS PER SECTION 5.5.2.6 SHALL BE SATISFIED BY ITEM 2 BELOW UNLESS OTHERWISE DETAILED ON THE STRUCTURAL DRAWINGS. WHERE CONSTRUCTION JOINTS ARE NOT SHOWN ON PLAN OR ADDITIONAL CONSTRUCTION JOINTS ARE REQUIRED SUBMIT PROPOSED JOINTING FOR STRUCTURAL ENGINEERS APPROVAL. PROVIDE CONSTRUCTION JOINTS AS INDICATED BELOW UNLESS NOTED OTHERWISE ON THE PLANS: I. SLABS ON GRADE: PROVIDE CONSTRUCTION AND/OR CONTROL JOINTS AT Ib FEET O.G. MAXIMUM FOR UNEXPOSED SLABS ON GRADE AND 12 FEET O.G. FOR EXPOSED SLABS ON GRADE. COORDINATE JOINTS WITH ARCHITECTURAL DRAWINGS. 2. ATTACHMENT OF NEW CONCRETE TO EXISTING: WHERE SHOWN, ROUGHEN CONCRETE TO A MINIMUM AMPLITUDE OF 1/4" USING IMPACT HAMMER. REMOVE ALL LOOSE OR DAMAGED CONCRETE, THOROUGHLY FLUSH ALL SURFACES WITH POTABLE WATER, AIR BLAST WITH OIL FREE COMPRESSED AIR TO REMOVE ALL WATER. WET SURFACES BEFORE PLACING CONCRETE. FOOTING/PLINTHS: FOOTINGS SHALL BE CENTERED ON P05T5 OR SHEAR WALL BOUNDARY ELEMENTS. PROVIDE 2" PLINTHS FOR ALL POSTS AND SILL PLATES, PROVIDE 6" PLINTHS ABOVE GRADE OR WHEN SUPPORTING PRESSURE TREATED WOOD. DRILLED EXPANSION (WEDGE) ANCHORS: ACCEPTABLE DRILLED -IN -CONCRETE ANCHORS OF SIZE, NUMBER AND SPACING AS SHOWN ON THE DRAWINGS SHALL BE AS FOLLOWS: HILTI KWIK-BOLT II CARBON STEEL WEDGE ANCHORS (ICBO #4621); WEJ-IT ANCHOR BOLT (ICBO #13-I2); ITW RAMSET/RED HEAD TRUBOLT CARBON STEEL WEDGE ANCHORS (ICBO #1372) OR APPROVED EQUAL. POST -INSTALLED WALL ANCHORS: SILL PLATE WALL ANCHORS TO EXISTING CONCRETE SHALL BE HILTI ADHESIVE ANCHORS WITH HILTI HIT -RE 500 V3 EPDXY MORTAR. PROVIDE 5/6" (MIN.) DIAMETER HAS-E-55 ANCHOR BOLTS EMBEDDED A MINIMUM OF 8" INTO CONCRETE, UNLESS NOTED OTHERWISE. NON -SHRINK GROUT FOR BASE PLATES: APPROVED GROUTS INCLUDE: MASTER BUILDER'S "MASTER FLOW 428," SIKA CORPORATIONS "SIKAGROUT 212," BURKE COMPANY'S "NONFERROUS NONSHRINK GROUT," OR APPROVED EQUAL. GROUT SHALL BE MIXED, APPLIED AND CURED STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. DRILLED AND DOWELLED REBAR: EPDXY ADHESIVE SHALL BE "CIA GEL" (IGBO #4546) AS MANUFACTURED BY COVERT OPERATIONS COMPANY, LONG BEACH, CALIFORNIA; "POWERFA5T" (IGBO 4514) AS MANUFACTURED BY POWERS RAWL, NEW ROCHELLE, NY, "SOLID BOND 200" (IGBO #439b) AS MANUFACTURED BY ADHESIVES TECHNOLOGY CORPORATION, KENT, WA5HINGTON, "HIT HYI50 (IGBO #5143) AS MANUFACTURED BY HILTI CORP, TULSA, OKLAHOMA, OR APPROVED EQUAL. REINFORCING STEEL: ALL REINFORCING SHALL BE NEW BILLET STOCK ASTM A615, GRADE 60. BARS SHALL BE SECURELY TIED IN PLACE WITH #16 DOUBLE -ANNEALED IRON WIRE. BARS SHALL BE SUPPORTED ON ACCEPTABLE NON-CORRO515LE CHAIRS. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE AGI 515 "MANUAL OF STANDARD PRACTICE FOR DETAILING OF REINFORCED CONCRETE STRUCTURES." CONTRACTOR SHALL COORDINATE REINFORCING STEEL PLACEMENT DETAILS AND PROVIDE TEMPLATES FOR PLACING STEEL IN CONGESTED AREAS AS NECESSARY. REINFORCING STEEL MATERIALS: DEFORMED BAR-5 A5TM A615, GRADE 60 SMOOTH WELDED WIRE FABRIC ASTM A185 (FY = 65 KSI) DEFORMED WELDED WIRE FABRIC A5TM A49i (FY = i0 K51) EPDXY COATED REINFORCING ASTM A715 DEFORMED BARS TO BE WELDED OR SPECIFIED ASTM A106, GRADE 60 DEFORMED BARS MARKED "500" SEE 55>0 REINFORCING BAR SPLICES: CONFORM TO AGI FOR CLA55 "B" SPLICES OR 40 BAR DIAMETERS, WHICHEVER 15 GREATER. LAP REINFORCING BARS LENGTH SHALL BE A MINIMUM OF 48 TIMES THE BAR DIAMETERS. BAR CLEAR COVER: MINIMUM CAST -IN -PLACE CONCRETE COVER OVER REINFORCING STEEL, UNLESS NOTED OTHERWISE, SHALL BE AS FOLLOWS: FOOTINGS d RETAINING WALLS: WHERE CAST AGAINST EARTH: EXPOSED TO EARTH/WEATHER: NOT EXPOSED TO WEATHER: 3" (INCHES) 2" (NO. 6 THU NO. 18 BARS) 1-1/2" (NO. 5 BAR AND SMALLER) 1-1/2" (NO. 14 AND NO. 18 BARS) 3/4" (NO. II BAR AND SMALLER) OTHER CONCRETE: WALLS - INTERIOR FACE 3/" INCH SLABS AND JOISTS 1-1/2 INCH STIRRUPS, TIES AND SPIRALS 2 INCHES OF BEAMS OR COLUMNS IF WELDING OF REINFORCING 15 REQUIRED, IT SHOULD BE OBSERVED AS DEFINED IN IBC SECTION 1iO4.4, WITH PARTICULAR EMPHASIS ON JOINT CONFIGURATION, SUITABILITY OF LOW HYDROGEN ELECTRODES, PREHEAT AND INTERPASS TEMPERATURE, AND INTERFA55 SLAG REMOVAL. WELDING PROCEDURES SHALL CONFORM TO AW5 DIA. ALL WELDING OF REINFORCING STEEL SHALL BE DONE BY AWS/WABO (CALIFORNIA) STATE ASSOCIATION OF BUILDING OFFICIALS) CERTIFIED WELDERS. REINFORCING WITH SPECIAL DUCTILE QUALITY REQUIREMENT (SOO REINFORCING): REINFORCEMENT MARKED "5DQ" SHALL COMPLY WITH ASTM A 706. ASTM A 615 GRADES 40 AND 60 REINFORCEMENT SHALL BE PERMITTED IN THESE MEMBERS IF: (1) THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YELD STRENGTH BY MORE THAN 15,000 PSI (RETESTS SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 5,000 PSI); AND (2) THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRENGTH TO THE ACTUAL TENSILE YIELD 15 NOT LESS THAN 1.25. �Wi10 FRAMING LUMBER: ALL LUMBER IN CONTACT WITH MASONRY, CONCRETE, OR EARTH SHALL BE PRESSURE PRESERVATIVE TREATED IN ACCORDANCE AWPA (AMERIGAN WOOD PROTECTION ASSOCIATION) STANDARDS. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. SAWN LUMBER SHALL CONFORM TO THE WCLIB (WEST COAST LUMBER INSPECTION BUREAU). ALL LUMBER WITH A LEAST DIMENSION OF 2" (NOMINAL) SHALL BE STAMPED SURFACE -DRY AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NOT MORE THAN 19 PERCENT. LUMBER WITH A LEAST DIMENSION OF 4" (NOMINAL) OR GREATER SHALL BE STAMPED SURFACE -GREEN AND AIR-DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 14 PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE.LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WGLIB STANDARD 6RADIN6 RULES FOR WEST COAST LUMBER NO. 11. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: WALL STUDS 2X MEMBERS HEM -FIR STUD GRADE 3X MEMBERS HEM -FIR NO. 2 WALL PLATES (2X, 3X MEMBERS) HEM -FIR STANDARD GRADE (PT SILL PLATES * FDTN) JOISTS AND BEAMS (2X, 3X MEMBERS) HEM -FIR NO. 2 MIN. BASE VALUE, FB = 650 PSI (4X MEMBERS) DOUGLAS FIR -LARCH NO. I MIN. BASE VALUE, FB = 1000 PSI BEAMS (6X AND LARGER) DOUGLAS FIR -LARCH NO. I MIN. BASE VALUE, FB = 1550 PSI POSTS (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 MIN. BASE VALUE, FG = 1350 PSI (6X AND LARGER) DOU6LA5 FIR -LARCH NO. I MIN. BASE VALUE, FG = 1000 PSI ENGINEERED WOOD PRODUCTS: SHALL CONFORM TO ASTM 5456 PSL - PARALLEL STRAND LUMBER 2.OE LSL - LAMINATED STRAND LUMBER 1.5E LVL - LAMINATED VENEER LUMBER 1.8E GLUED LAMINATED MEMBERS: SHALL BE FABRICATED IN CONFORMANCE WITH ANSI STANDARD A190.1. EACH MEMBER SHALL BEAR AN AITG OR APA EW5 IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITG OR APA EWS CERTIFICATE OF CONFORMANCE. CAMBER ALL GLULAM BEAMS TO 2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. ONE GOAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. MEMBERS SHALL BE VISUALLY GRADED WESTERN SPECIES "FRAMING" *INDUSTRIAL, ARCHITECTURAL, PREMIUM* GRADE WITH STRENGTH INDICATED AS FOLLOWS: SYMBOL SPECIES SIZES USES BEAMS 24F - V4 DF/DF ANY DEPTH SIMPLE SPAN 24F - V8 OF/`OF ANY DEPTH CONTINUOUS OR CANTILEVER SPAN COLUMNS 2 -L2 OF ALL ALL TRUSSES 2 - L2 OF ALL ALL PITCHED AND CURVED BEAMS 24F - VS OF/`OF ALL ALL TIMBER TRUSSES: SHALL BE CONSTRUCTED TO THE LINES AND PROFILES AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL VERIFY ALL TRU55 DIMENSIONS PRIOR TO FABRICATION. CONNECTIONS AND CONNECTION HARDWARE SHALL BE TIGHT FITTING. TRUSSES ARE ENGINEERED FOR DESIGN GRAVITY AND LATERAL LOADS ONLY. CONTRACTOR SHALL PROVIDE ADDITIONAL BRACING AS REQUIRED FOR HANDLING AND ERECTION. TIMBER CONNECTORS: TIMBER CONNECTORS INDICATED ON THE DRAWINGS USE NOMENCLATURE AND PART NUMBERS CONTAINED IN THE CATALOGS BY SIMPSON STRONG -TIE COMPANY. CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE IGBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. SUBMIT MANUFACTURER'S CATALOG AND IGBO REPORTS TO ARCHITECT AND ENGINEER FOR REVIEW WHEN REQUESTING SUBSTITUTIONS. ALL SPECIFIED FASTENERS MUST BE USED AND PROPER INSTALLATION PROCEDURES MUST BE OBSERVED IN ORDER TO OBTAIN IGBO APPROVED LOAD CAPACITIES. VERIFY THAT THE DIMENSIONS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO RECEIVE THE SPECIFIED FASTENERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LA6 SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON. FOR EXTERIOR APPLICATIONS CONNECTORS SHALL BE PROTECTED WITH Z-MAX GOATIN6 PER ASTM A653, HOT DIPPED GALVANIZED (HOG) PER ASTM AI23, OR TYPE 516L STAINLESS STEEL AND FASTENED WITH "DOUBLE -BARRIER COATING" SOS SCREWS OR HOG NAILS AS REQUIRED FOR THAT CONNECTOR. ALTERNATIVE TIMBER CONNECTORS MAY BE SUBMITTED FOR APPROVAL, PROVIDED THAT THEY HAVE EQUAL OR GREATER STRUCTURAL CAPACITY AND ARE FIT DIMEN51ONALLY WITHIN ARCHITECTURAL FINISHES. UNLESS OTHERWISE NOTED ALL J0I5T CONNECTORS SHALL BE LU AND U SERIES JOIST CONNECTORS. UNLESS OTHERWISE NOTED ALL ROOF JOISTS AND RAFTERS SHALL UTILIZE H2.5 HURRICANE ANCHORS AT EACH JOIST TO TOP WALL PLATES. WOOD (CONTINUED BOLTS: ALL TYPICAL, LAG AND MACHINE BOLTS SHALL BE ASTM 50-T BOLTS. BOLTS, NUTS, AND WASHERS EXPOSED TO WEATHER OR MOISTURE SHALL BE HOT -DIPPED GALVANIZED. PROVIDE FLAT WASHERS UNDER BOTH HEADS AND NUTS OF BOLTS USED IN TIMBER CONNECTIONS. ALL FRAMING NAILS SHALL BE COMMON NAILS. NAILS USED FOR FLOOR DIAPHRAGM NAILING SHALL BE EITHER COMMON GALVANIZED OR "SINKER" NAILS UTILIZING APPROVED GLUE. POWER DRIVEN NAILS SHALL HAVE COMPLETE HEADS, I.E. NOT NOTCHED. NOTCHED HEAD POWER DRIVEN NAILS MAY BE USED IF Ibd NAILS ARE SUBSTITUTED FOR 8d, IOd, AND 12d NAILS. NOTCHED HEAD POWER DRIVEN NAILS MAY BE SUBSTITUTED FOR Ibd COMMON NAILS IF THE INDICATE ONE-THIRD. D SPACING IS REDUCED BY GALVANIZED FASTENERS: ALL NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED PER ASTM AI53 OR STAINLESS STEEL. ALL METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED AND CONFORM TO ASTM A655 DESIGNATION GLASS 6,I85 (1.85 oz OF ZING PER 50 FT MIN) OR TYPE 304/316 STAINLESS STEEL. 51MP50N STRONG -TIE Z-MAX CONNECTORS MEET THI5 REQUIREMENT, FASTENERS AND CONNECTORS USED TOGETHER SHALL BE OF THE SAME TYPE (E.G. HOT DIPPED NAILS WITH HOT DIPPED HANGERS). WOOD FRAMING ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2504.10.1 OF THE BUILDING CODE. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. GENERAL WOOD CONSTRUCTION: CONFORM TO IBC 2504. UNLESS NOTED OTHERWISE, STUDS SHALL BE SPACED AT IW OC, EXTERIOR STUDS SHALL BE 2Xb, AND INTERIOR STUDS SHALL BE 2X4. ALL STUD WALLS SHOWN ON STRUCTURAL DRAWINGS SHALL HAVE THEIR LOWER PLATES ATTACHED TO WOOD FRAMING BELOW WITH I6D NAILS AT b"OC STAGGERED OR BOLTED TO CONCRETE OR MASONRY PER WALL ANCHORAGE. WALL ANCHORAGE: SILL PLATES SHALL BE ANCHORED TO THE CONCRETE FOUNDATION WITH A MINIMUM 1/2" DIAMETER A-301 ANCHOR BOLT EMBEDDED AT LEAST T' AND SPACED A MAXIMUM OF VON CENTER. MINIMUM (2) ANCHOR BOLTS PER SILL PLATE. PROVIDE (1) ANCHOR WITHIN 12" BUT NOT LESS THAN i BOLT DIAMETERS FROM THE END OF EACH SILL PLATE. SEE SHEAR WALL SCHEDULE FOR SHEAR WALL ANCHORAGE. PROVIDE 5" SQUARE MINIMUM X 1/4" THICK STEEL PLATE WASHERS AND HEX NUTS. ANCHORS SHALL BE CENTERED ON THE SILL PLATE AND WASHERS SHALL EXTEND TO WITHIN 1/2" OF THE WALL SHEATHING AT SHEAR WALLS. HEADERS SHALL BE PER THE PLANS AND HEADER SCHEDULE. UNO PROVIDE TWO STUDS MINIMUM AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. NAIL TOGETHER INDIVIDUAL MEMBERS OF BUILT UP POSTS WITH TWO ROW5 OF I60 * 12" O.G. STAGGERED. REFER TO THE PLANS AND SHEARWALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE 5/5" GYPSUM WALLBOARD ON INTERIOR SURFACES. ALL WALLS SHALL HAVE SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO I&D NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO I&D NAILS. UNLESS NOTED OTHERWISE FACE NAIL DOUBLE TOP PLATE WITH I6D * 12A O.G. AND LAP MINIMUM 4'-0& AT JOINTS AND PROVIDE EIGHT I6D NAILS * 4A O.G. EACH SIDE JOINT. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. b X 1-I/4A TYPE 5 OR W SCREWS * 8A ON -CENTER. TIMBER SHIMS SHALL BE EITHER METAL, PLASTIC, OR HARDWOOD SPECIES. WOOD SHIMS SHALL NOT BE USED IN CONTACT WITH MASONRY OR CONCRETE OR FOR MOISTURE EXPOSED APPLICATIONS. NAILING: CONFORM TO IBC 2304.10 "CONNECTIONS AND FASTENERS". UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. NO COUNTERSINKING PERMITTED, TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/5 THE LENGTH OF THE NAIL FROM THE MEMBER END. NAIL SIZES SPECIFIED ON THE DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH COMMON SINKER BOX bd 2' .113" 099" Sd 2 1/2" .131" .115 IOd 3" .148" .120 .125 12d 3 1/4" .148" .135 Ibd 51/2" .162" .148 .155 20d 4" A2" .ITI .148 146 5TPL = 14GAGE STAPLE WITH i/Ib" MINIMUM GROWN WOOD STRUCTURAL PANELS (SHEATHING): WOOD SHEATHING SHALL CONFORM TO THE U.S. DEPARTMENT OF COMMERCE STANDARDS PS -I AND PS-2 ACCORDING TO TYPE AND SHALL BE IDENTIFIED BY THE TRADEMARKS OF AN APPROVED TESTING 8 INSPECTION AGENCY. SHEATHING SHALL BE APA PERFORMANCE RATED PANELS PER NER REPORT NUMBER 105. SHEATHING MAY BE PLYWOOD PER UBG 5TD 23-2 OR ORIENTED STRAND BOARD (055) PER UBG STD 23-3, UNLESS NOTED OTHERWISE. PLYWOOD PANELS SHALL BE GRADE CO AND ALSO CONFORM TO PS 1-85 NBC STD 23-2). ALL PANELS SHALL BE IDENTIFIED AS EXPOSURE I UNLESS NOTED OTHERWISE. PANEL RATING TO BE AS FOLLOW5 UNLESS NOTED OTHERWISE: ROOF: I41/52" (OR 5/6") THICK, 40/20 WALLS: 1/I6" (OR 1/2") THICK, 32/I6 FLOORS: 25/52" (OR 3/4"9 THICK, TONGUE AND GROOVE, 46/24 UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE INSTALLED STAGGERED WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH IOD NAILS * WOC TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOWN ON PLANS AND * 12"OC TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE CLIP5 * Ib"OC AT UNBLOCKED ROOF SHEATHING EDGES. INSTALLED WITH 1/8" GAP BETWEEN PANELS. UNLESS OTHERWISE NOTED ON THE PLANS, WALL SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY, UNSUPPORTED EDGES SHALL BE BLOCKED AND ALL EDGES INSTALLED SHALL BE NAILED WITH IOD * b"OC, NAIL WITH IOD * 12"OG AT INTERMEDIATE SUPPORTS. NAIL SHEAR WALL SHEATHING TO ALL HOLDOWN 5TUD5 U51NO EDGE NAIL SPACING WHEN HOLDOWN STUD DOES NOT OCCUR AT PANEL EDGE. NOTCHES AND HOLES IN WOOD FRAMING: NOTCHES ON THE ENDS OF 50LID 5AWN JOISTS AND RAFTERS SHALL NOT EXCEED ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF SOLID SAWN JOISTS SHALL NOT EXCEED ONE -SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. HOLES BORED IN THE SOLID SAWN JOISTS AND RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE JOIST. IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD 15 PERMITTED TO BE GUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS PERMITTED TO BE BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/5 INCH TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A OUT OR NOTCH. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE J015T LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOE -NAIL JOISTS TO SUPPORTS WITH TWO I6D NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMP50N METAL J0I5T HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS TOGETHER WITH TWO ROWS I&D * 12A ON -CENTER. POST -INSTALLED ANCHORS: ANCHORS TO EXISTING CONCRETE SHALL BE HILTI ADHESIVE ANCHORS WITH HILTI HIT -RE 500 V3 EPDXY MORTAR. PROVIDE 5/8" DIAMETER HAS-E-55 ANCHOR BOLTS EMBEDDED A MINIMUM OF 8" INTO CONCRETE, UNLESS NOTED OTHERWISE. SETTLEMENT SHRINKAGE DUE TO CROSS GRAIN WOOD SHRINKAGE, NEW BUILDING CONSTRUCTION 15 EXPECTED TO SETTLE APPROXIMATELY %" PER STORY. ALL PLUMBING AND MECHANICAL DUCTS SHALL BE DESIGNED WITH FLEXIBLE JOINTS OR OTHER MEANS TO APPROPRIATELY ACCOMMODATE THIS NORMAL SETTLEMENT. ALL INTERIOR AND EXTERIOR SHEATHING AND FINISHES SHALL BE INSTALLED SUCH THAT NO DAMAGE WILL OCCUR. SHRINKAGE 15 EXPECTED IN THE DEPTH OF THE FLOOR PLATES AND NOT IN THE LENGTH OF THE WALL. WAS'y/`�'G��-��` n �Fv� rURAL E�� G �ONAI 2/24/22 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. a] z O F IL l) Lu Ll Lu aLu dY � III II � O L0D2022-037 � O I SHEET T G E N E RALLOEDIVIONDPMENT S SERV�F� �q�TMENT STRUC7 ... SHEET SD-3