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' V /3 is " SW ASit orz f-arlo -oo 22 S OFFICE COPY RECEIVE® JUL 07 2020 CITY OF 11GARD II DING DIVISION 1 1 .> , <© ; h 1 r Al Al Al .1 41 .o. � Y . � M OUPPER DECK PLAN VIEW ISOMETRIC VIEW > — s. ,.Sf ECiAL INSPECTION REQU , ).., 1 Q StateI of Oregon Strttcturah:Specialty Code — Concrete and Reinforcing Steel Bolts installed in Concrete N7 Al 3 !7 Special moment-Restating Concrete Frame Reinforcing Steel &prestressing Steel Tendons i 1 Q Structural fielding - - II_____JulI .. ; C) High-Strength Bolting Q Structural Masonry u RtAnforced Gypsum Concrete i © ELEVATION VIEW © SIDE ELEVATION VIEW i 1 0 ;rlsseeCrig Concrete Fill PROJECT i o Spray AppIled Fire-Resistive Materials Deck Q PI:in s, Drilled Piers and Caissons TITLE s a S i3r:t-C..„ Deck A$sO )(ding,Excavation and Filling 0 Smoke-Control Systems i Q Other Inspections APPROVED SIZE CODE ;- ^ 4G-I —RE-' CHECKED B m DRAWN Ben Louw 7/19/2019 SCALE 1:100 WEIGHT SHEET 2/4 ' I I w I I FOOTING PER DETAIL 5,TYP (5)LOCATIONS� f EXISTING FOUNDATION FOUNDATIO D 1 1 72 1 D I p4 AT 6'OC EXISTINGlii- __ FOUNDATION MAX 4"CCONCRETE FCCLL.L 1 SLAB N{#4 BARS AT� 116"OC EACH WAY 86.5 , P 1.` /per, FOOTING PER Ill V `•`.�'`�� y o I- DETAIL 4,TYP NOTE:SEE LOWER STAIR ` 01 `/ (6)LOCATIONS DETAIL FOR DIMENSIONS /1 V f 50.75 `, �64 64 64 64— 000NCRETE STAIRS t \ V�, O FOUNDATION PLAN �j v�� C III I 1,1 IV ,EXISTING STRUCTURE rGRADE ZERO re � I I I I I I l I I 1 1 1 1 1 1 1 1 1 Y ( 2 D ii � za 30.16 ISOMETRIC VIEW a ■1IL_ —.��... LI NIMEINIMilaila p� EXISTING FOUDATION 11) SOIL SLAB slope (4"/FT) O FOUNDATION SIDE ELEVATION - B B ®FOUNDATION ELEVATION ANGLE LEDGER PER DETAIL D•D r 50.75-, 1 FOUNDATION NOTES -- I I woo PSI CONCRETE STRENGTH:2500 PSI WI "SLUM? 48 56.7459.74 REIENFORCING:GRADE 60 Simpson# 44.74 CB66 ANCHOR BOLTS:AS SPECIFIED IN BY CODE/MEG FOOTING TO BE ON FIRM NATIVE SOIL-NOTIFY ENGINEER IF SOFT AND/OR FILL MATERIAL PRESENT 12 f TOP ALL FOUNDATION TO EXTEND A MIN OFSY'BELOW GRADE AND B"ABOVE GRACE $impSDR# CONCRETE 5 12 ADDITIONAL._PTO BE ADDED TO TOPS OF FOOTINGS SUCH THAT COLUMN BASEPLATES ARE FLUSH I, CB66 9-� Imo- �65 r-56.72 WITH FOOTING AND THERE IS SUFFICENT SLOPE TO SHED WATER 36 inriii III IA (3)N3 SO HOOP WIN TOP f50.75 IIII III IT AND HOOPS AT B"OD 11 TYP II INI TO WIN 4"OF TOP OF 12251 En 12 IU FOOTING12I27STEH OK EA INTO ORNER, 24 24 27 27 STC HOOK INTO FODTNG (3)P4 BARS EA WAY, 553'CLR COVER FRONT RIGHT III#4 ARSE WAY. FRONTA RIGHT SEE DETAIL B-B FOR PROJECT 8"WIDE BY 6"HIGH FOOTING WI REINFORCEMENT DeckA °FOOT DETAIL OHS FOOT DETAIL 51/2"STEM WALL TITLE FRONT Deck_Assembly GLOWER STAIR APPROVED SIZE CODE DWG NO REV DETAIL CHECKED D DRAWN Ben Loew 7/19/2019 SCALE 1:50 IWEIGHT 'SHEET 3/4 I — I — I — T I — I — I -- I 1 - I W • I _ I I • x (E)EXTERIOR WALL (E)SECOND Y 1 4'` CO cr OS�A- C•h-S`Sk-esvv/r Ed NAILS �, FLOOR FRAMING �1 (�v1 AT6"OC D C ; _( 1 �,tan �� IIIM (N)2x6 DF-LN2 BLOCKING W/ 261.5 l wk � � � ,�� / y-is 111 , TO DBL TOP PLATE AT 6'OC D 84 64 - 64 64 �o j v1�`.�^� �-" `�S/ 1 \V��` . _ __- aQ9° 49.p �e� //,, #9D w�Ll V' w� 1\?�31y (N)DECK GLBWBETWEEN '��NI�EXIsnNG DECK ��`'� .+'¢�1yp�' ��� ,' ,;,s 80' SEE SIDE POST�48--- d'c D"o d'oc 1a,,cuBRACKET DETAIL EACH END TO GLB ANpO Q, e�' 4 2 O 0 ON PAGE 16,TYP )3'0x4)'z SOS SCREW AT (E)EXTERIOR WALL PT 2x6 HEW Al 16"OC W/ (2)LOCATIONS 6'OC TO(E)RIM JOIST LOS26 HANGER EA END I 6d NAILS AT 6-OC ON EDGE II PTNGER AEN 1 (NI DECK GLB WIHUC26.2 \\. 2x10 DF•LRO 241DDF-U2 ITI 2.10 OF4.62 TII ZOO DF•LA2 1 HANGER EA END _ AT 16'OCWI AT16"OCW; AT 16"OC W/ AT16"OCW; PER PLAN LUS210 HANGER LUS210 HANGER LUS210 HANGER LUS2ID HANGER �¢ EA END EA END EA END EA END PT WI 6t 9FOn4YzoS05�/ ` m m Im m (N)DECKER PLAN PER PLAN \ , ,,,,„ SCREWS ATI6'OC. 10 IO 10 O 1'W EDGE DISTANCE D h T J c 46 3 n LATERAL CONNECTION TO HOUSE 40'DIMOND PRECAST \�J/ RISERS AND - 6 la BRACKETS,DBO f\ D \A\ PT4x12N WP41 STRINGER D SEATSLOPED / TY a AND N WP412.SLOPED SEAT AND OFFSET FLANGE TO HEADER PT 4x10 HFtt2 I PT 4x10 HFA2 I PT 4x10 XFY2 PT Ox1D HFA2 / SEE DETAIL D•D FOR CONNECTION TO CONCRETE LANDNG T T 1 APA RATED PLYWOOD W/Btl NAILS STAIR STRINGER PER RAN C PT4x12HFX25TRINGER NSNEADOE AT 6'OC ON EDGE AND 12'OC N POST BRACKET W;SLOPED BIMPSON •; FIELD."MAX SEO'CONCRETE TOPPING SLAB 1"BELOW RESIDENCE FLOOR MO WP412.SLOPED SEAT AND OFFSET Q4. 64 BARS AT 16'CC EACH WAY, FLANGE TO HEADER.SEE DETAIL D-D FOR r, .\ CONNECTION TO CONCRETE LANDING WATERPROOF MEMBRANE BETWEEN CONCRETE AND PLYWOOD BY OTHERS CONCRETE STAIRS SEE FOUNDATION PLAN SEE UPPER POST 2 BRACKET DETAIL PER PAGE 13,TYP SEE RIGHT UPPER (3)LOCATIONS SIMSPON 4'0x3Y2' SOS SCREW POST BRACKET O DECK FRAMING PLAN DETAIL PER PAGE 15, SEE LEFT UPPER POST TYP(3)LOCATIONS BRACKET DETAIL PER PAGE 14,TYP(3)LOCATIONS • PL3/Bx3xO'L' (2))E"0x5'HEADED STUDS, 6'FROM END OF ANGLE J n1 LSSGx3y<3114x4T0' In'D / WI Y."0x4Yi SIMPSON vl4 TM.' SOS SCREW TO STRINGER - - - - ^ B FORTRESS ALUMINUM RAILING,TYP O O V V U V' U o :o :0 - :d o T. ;o € D STAIR ANGLE LEDGER t o 0 0 0 f �$ D 9" .-0. V 0 0 0 I SLOPEO RWNEDECK PER 100 IMMEN liii, GRADE ZERO O DECK FRAMING ELEVATION O DECK FRAMING SIDE ELEVATION A PROJECT Deck A TITLE Deck_Assembly APPROVED SIZE CODE DWG NO REV CHECKED D DRAWN Ben Law 7/19/2019 SCALE 1:50 (WEIGHT ISHEET 4/4 I _ I .. I - A . I — I — • SHEAR WALL LENGTH • (UPPER STORY) , ROOF • TABLE I:SHEAR WALL SCHEDULE Ix"a'21-''°sal EN SEE COLUMN b' / /1 II I) )(, (1a D c a'',.".“ e.',.,."e k m M" r~I\ � /�� NSOLE PLATE• � • •Dk� S WALL WALL SHEATHING MATERIAL ON WOOD PANEL EDGE SOLE PLATE TO RIM SILL PLATE CONCRETE CONCRETE ANCHORING SOLE PLATE TO JOIST/BLKG STUD OR 3x POST AT TT- —T -i TYPE STUDS NAILING JOIST NAILING ANCHORING IF 2X PLATE USED IF 3%PLATE IS USED SILL PLATE TO PLATE SHEATHING JOINT(SEEI I ( A 15132"APA RATED SHEATHING MB'DIA.n S'EMBED ATR OR SIB'D10.x5"EMBED ATR OR SCHEDULE) n 80 AT 6'O.C. 16d AT 10"O.C. 5/8'DIA.x8"KWIK HUS-EZ AT 5B'DIA.x 8'KWIK HUS-EZ AT 10tl AT)'O.G. ASS AT 24'O.C. • • , W • , e SPAN RATED AT 32116.EXPOSURE 1 48"O.C.(max) 48'O.C.(max) . EN SEE COLUMNS' I I LI • DBL.TOP PLATE DEL TOP PLATE B 16132"APA RATED SHEATHING• • SIB•DIAx 5'EMBED ATR OR 5/8"DIA x 5"EMBED ATR OR FIELD NAILING e SPAN RATED AT 32116.EXPOSURE 1 Bd AT 4•D.C. 16d AT T•O.C. 5/8'DIA x 8"KWIK HUS-EZ AT 90"DIA x8"KWIK HUS£Z AT Wd AT 5'O.C. A36 AT 16"O.C. • I I W • HEADER BEAM HEADER BEAM 32'O.C.(max) 32'O.C.(max) U PER PLAN PER PLAN e 15/32'APA RATED SHEATHING 5/B"DIA.x5"EMBED ATR OR 5/8OA"D .x5"EMBEDATR OR HEADER I HEADER SPAN RATED AT 3211 B,E%POSUREI• 8d AT 3"O.C. 16d AT5"O.C. 5/8"DIA x8"KWIK HUS-EZ AT 5/8'DIA.x 8"KWIK HUS-EZ AT 10d AT 4'O.C. A35 AT 12"O.C. • • TRIMMER STUD (• 7 TRIMMER STUD 24"D.C.(man) 24"O.C.(max) k • PER PLAN 1,,, PER PLAN e 15/32'APA RATED SHEATHING 5/8'DIA,x 5'EMBED ATR OR 5B"DIA x 5'EMBED ATR OR . SPAN RATED AT 32116,EXPOSURE I�� 8d AT 2'0.C. 16d AT 4'0.C. SS"DIA KW x8" IK HUS•EZ AT 5'8" BWIK DIA,x 13"KINK HUS-EZ AT 108 AT 3'0.C. A35 AT 10"0.C. • EN SEE COLUMN'b' (FULL HEIGHT TO I." EN SEE COWMN'b'(FULL HEIGHI IOHOLDOWN POST) I 18"O.C.(max) iB'O.G.(max) • I • HOLDOWN POST) I• • W HOEDOWN POST PER TABLE 2:HOEDOWN SCHEDULE IN°TEIn SHEAR WALL AND HOLDOWN SCHEDULE NOTES: U HOLDOWN POST PER I• SCHEDULE CORNER NAILS-SEE (CORRESPOND TO CALL-OUTS IN TABLES 1 AND 2,ONLY NOTES REFERENCED IN TABLES ARE TO BE USED) SCHEDULE(FULL HEIGHT OF WALL) HOLDOWN CORNER HOLDOWN DTL SOLE PLATE n HEIGHT OF WALL) 1. ALL SHEATHING EDGES TO BE BLOCKED.FIELD NAIL AT 12"O.C. I TYPE HOLDOWN FASTENERS 5/57.02(AS APPLICABLE) 2. NAILS SHAL_BE LOCATED AT LEAST 3/8"FROM PANEL EDGES,NAILS SHALL BE DRIVEN WITH THE HEAD •' W (• OF THE NAIL FLUSH WITH THE SURFACE OF THE SHEATHING. NO HOLDOWN CONNECT NOT.PLATE PER MIN.PER STRUCTURAL FRAMING CLIPS U • ( I I 3. ALL GINSHEATHING TO BE COMMON OR GALVANIZED BOX NAILS UNLESS ALTERNATE APPROVED BY SPACED PER I I ( REQUIRED SHEAR WALL SCHEDULE NOTES ENGINEER OF RECORD. SCHEDULE FROM (' 4. SHEATHING MUST RAIL TO BOTH DOUBLE TOP PLATES. JOIST TO TOP PLATE W • (• HOLDOWN STRAP PER e (6)SDS25212 SCREWS AND 5. SHEATHING ON SHEAR WALLS SHALL NOT BE INTERRUPTED,INCLUDING BY ANY WALL BUTTING INTO 1 • SCHEDULE(NOT 6 HDU2SD52.5 Y8'CIA.ALL THREAD ROD W/ (14)164 NAILS SHEAR WALL V I' (• ALIGNED WI LOWER CORED HOLE PER 21ST.02 8. ALL NEW EXTERIOR WALLS TO BE TYPE A,UNLESS NOTED OTHERWISE. LEVEL HOLDOWN) ), FRAMING AT ADJOINING PANEL EDGES SHALL BE PER DETAILI/ST.02.SHEATHING JOINT AND SILL n -_�——-I I I PLATE NAILING SHP.LL BE STAGGERED. HOLDOWN STRAP PER 8. WHERE PANELSARE APPLIEDON BOTH FACES OFA WALL AND NAIL SPACING IS LESS THAN 6INCHES SCHEDULE ALIGNED W SOLID D.C.ON EITHER SIDE,PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR WITH HOEDOWN POST U BLK'G SOLID FRAMING SHALL BE S IN INCHES NOMINAL 00.THICKER AND NAILS ON EACH SIDE SHALL BE AT LOWER WALL,TYP. I I I II (• I BLOCKING STAGGERED. SHEATHING JOINT AND SILL PLATE NAILING SHALL BE STAGGERED. FLOOR �i/■{! — I. :1:-•--i-•--�1�- • • ai• .--L:.-•- I( 9. USE(1)PRESSURE TREATED 2%OR3%HEM-FIR N0.2 FOR SILL PLATE TO CONCRETE FOUNDATION. SOLID BLOCKING i1L •Z • 10. REFERENCE DETAIL 2/S7.02 FOR SILL PLATE ANCHOR BOLT INSTALLATION REQUIREMENTS. It/ j j j�/ / �j / „/G�/////� 11. N ANCHOR OTHERWISE. ER PLATE. @STRAP AND ylil• ¢STRAP AND '///////� 12. HOEDOWN OCCURS AT EA END OF SHEAR WALL.FASTEN TO MIN.(2)2%STUDS OR OX STUD UNLESS JOIST(TYP.) I JpI T p, 9S TO NAIL LAMINATED WALL SHEATHING SHALL BE EDGE NAILED TO HOEDOWN STUDS.MULTIPLE STUDS ; II poss.. 1 TO BE NAIL LAMINATED WI 10d NAILS STAGGERED,SPACED TO MATCH PANEL EDGE NAILING. 1;11 • � . _ ___ .__• � 13. USE RAIN.fiX POST EA END OF SHEAR PANEL AT HOEDOWN. Q -T Q T - -TI •• 14. ATR FOR SILL PLATE ANCHORS TO BE FASTENED TO(E)CONS.FDN.WITH EPDXY PER STRUCTURAL nNOTES. W II • .'- J-C TJ— — : I III . • TABLES;DIAPHRAGM SCHEDULE 1iIATWSDL m.m.ml II DBL.TOP PLATE • 031.TOP PLATE e e g h �( ICI I •( HEADER BEAM •, HEADER BEAM DIAPHRAGM MATERIAL ON WOOD NAILING AT DIAPHRAGM NAILING AT OTHER PANEL RIMBLK'G TO TOP RIMIBLKG TO TOP DBL TOP PL FACE •I( U PER PLAN PER PLAN TYPE RAFTERS OR JOISTS BOUNDARY EDGES PLATE PLATE NAIL RIM'BLK'G TO PLATE I1 n ( O MIN Ira'APA RATED SHEATHING • SPAN RATED AT 32116.EXPOSURE I Bd AT6'O.C. 8d AT6"O.C. RISC AT21"O.C. A35 AT34.O.C. 16d ATB'O.C. A35 AT34'O.C. • IWI • HOLDOWN POST EN SEE COLUMN'S' •• ALIGNED WITH STRAP UNBLOCKED CASE 1 •I i' •I. ABOVE AT LOCATIONS WHERE DIAPHRAGM IS DIAPHRAGM NOTES:(CORRESPOND TO CALL-OUTS IN TABLE 3) DIAPHRAGM LAY-UP SPECIFIED AS'BLOCKED"PROVIDE 2x DI. WHERE FRAMING MEMBERS ARE SPACED 48'O.C.FIELD NAILS TO BE 6'O.C. n , • APA RATED • •• • BLOCKING AT UNSUPPORTED PANEL EDGES AT INTERMEDIATE FRAMING MEMBERS,OTHERWISE FIELD NAILS TO BE =C =7— —C =C =C —CL SPACED AT I2"0.C. STRUCTURAL PANELS �•F —q.F /IRA NOTE:SEE SHEAR WALL 31•F 11•I•F •1 D2. ALL NAILS TO BE COMMON NAILS OR HOT DIPPED GALVANIZED BOX NAILS •I I( II, SCHEDULE AND NOTES •I• / UNLESS ALTERNATE APPROVED BY THE ENGINEER OF RECORD. I n I I FOR FASTENING AT D3. NAILS SHALL BE LOCATED AT LEAST 3I8"FROM PANEL EDGES. •I W 1 SPECIFIC LOCATIONS •• • 4 - • D4. NAILS SHALL BE DRIVEN WITH THE HEAD OF THE NAIL FLUSH WITH THE SURFACE OF THE SHEATHING. •I i •I• • n HEADER . . . . . . . . . • •( HEADER •• • TRIMMER STUD • III TRIMMER STUD PER PLAN • i •� PER PLAN • • n I •I W 1 EN SEE COLUMN'b'(FULL EN SEE COLUMN'b' HEIGHT TO HOLDOWN • • (FULL HEIGHT TO •I nI POST) • HOLDOWN POST) HOLDOWN POST PER • •I• HOEDOWN POST PER • SCHEDULE(FULL I• SCHEDULE(FULL EN SEE COLUMN'b' ,per LI I HEIGHT OF WALL) •I- :�HEIGHT OF WALL) �I • F } M BLOCKING I I I I M ••I• •• • LiI• . HOLDOWN POST • l I. LI I I •I• , PER SCHEDULE I I Ii I I II hf 'I• . U •I• • Irk FOUNDATION k-I HOEDOWN PER : -. a . n SCHEDULE . ANCHOR BOLTS ink • • `SILL PLATE T Yp® VW SHEAR WALL LENGTH (LOWER STORY) EN SEE COLUMN b' EXAMPLE OFFSET EXAMPLE SHEAR WALL ELEVATION HOLDOWN ELEVATION S7.O1 NTS NTS HOLDOVER PER HOLDOWN POST I FOR SHEARWALLS OR DIAPHRAGMS PLAN PER PLAN I WITH REQUIRED 3M MEMBERS AT ADJOINING SHEATHING EDGES THREADED ROD I PER PLAN I ri '0'PANEL EDGE ADJOINING A� I `` HOEDOWN NAILING TYP. PANEL EDGE 1 `' HOEDOWN POST (SEE SCHEDULE) (SEE SCHEDULE) _-11— FLOOR FRAMING * '� PER PLAN(AS I HOEDOWN POST EINE, OCCURS) I (SEE SCHEDULE) r - .� rJ 1 'I HOEDOWN (2)2x MEMBERS W/10d COMMON ! ' I: (SEE SCHEDULE) STAGGERED,SPACING TO MATCH , ANCHOR ROD I� PANEL EDGE NAILING.TYP PROVIDE NON-SHRINK 1iI • GROUT AT CORED BOLE T (SEE SCHEDULE) �IIII IIII II -OR- AFTER INSTALLATION W/CODAS REOD. III le PANEL EDGE ADJOINING - NAILING PH.. PANEL EDGEti� FOUNDATION IIII I�/I WALL PER PLAN 1 SIMPSON'BP'BEARING SOLID ELK O FULL II� III_-' PLATE(SIZED TO MATCH WIDTH OF THREADED ROD DIAMETER HOEDOWN POST ��i �4i� ANCHOR ROD A` (SEE SCHEDULE) Sc MEMBER 4'DW-CORED HOLE — THROUGH FOUNDATION SECTION A-A 1 ADJOINING PANEL EDGES CORED HOLE HOLDOWN DETAIL 3 TYPICAL HOLDOWN DETAIL 4 NOT USED S7.02 11/2'=1'-D' `7.02 =T d" S7.02 NTS S7.02 5 NOT USED NOT USED 7 NOT USED 8 NOT USED S7.02 S7.02 S7.02 S7.02 • T APPLIES ALONG ENTIRE WALL LENGTH II 'm APPLIES WHERE SHEAR WALL IS DENOTED ''''��VV//��'''' a II c ii II IF DEL JOISTIBLK'G IS REQ'D C .1 PER SHEAR WALL SCHEDULE, i I NAIL LAMINATE W/(2)ROWS bI 10d AT 4'O.C. b II< 1 10dAT6'OC_ eL �I TO BLOCKING c I e b ll I 1 jOR m' 1 I (CORRESPONDS TO III 11 jOR m' III LOWER LEVEL !It c� 2x BLOCKING (CORRESPONDS TO LOWER LEVEL 11 SHEAR WALL TYPE IN b— , U.N.O. 0 SHEAR WALL TYPE IN SCHEDULE) SCHEDULE) 2x BLOCKING EA. 4. b TYP. �I NN. d _i,.4 SEE PLAN FOR SIDE AT 48'O.C. 011 T st FON REQ'MENTS b b TYP. /\/\ II PERPENDICULAR JOISTS PARALLEL JOISTS ' 7 APPLIES ALONG ENTIRE WALL LENGTH 'm APPLIES WHERE SHEAR WALL IS DENOTED 9 FLOOR TO LOWER WALL 10 EXT. WALL-FLOOR-FDN S7.02 NTS S7.02 NTS S7.02 I* --_____7_ /1/4 . . / Alk 1 / (....) (.0 s � Z - o `r- W/ Ilr = O 03 i 1 _ x . I - -- vr 3 `o ` 31 _ _ : T, __ co ---..0 ! , _ 0 to_ _ - — - — ,_ -- _ - - 0 ` - 1 0 ,o� I 9 S z 1_ __a v 0 o rn Q • Lo � z _� 1 U � � J Z _-t Yr co � 0 _ w < o °D 4 C ..1 Wo 0ZI t-j , 4- O .. ., i _ _ D ^r o 3 r` IA-0 a -- _r b W .t. 6 '0 ; Z. a �0 . 0 P- i- a • /; Mx Q s I r Pi _ 6 � Di? i k T