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Plans (40) STake i z --rte e2 - SEE I1STALLATION GUIDE FOR APPLICABLE DETAILS / / 57-19 5a, Tt✓41 4ek DESIGNLOADS gg SOLID RIM AS STARTER JOIST Al RIM BOARD LP FLOOR: ROOF: J BUILDING PRODUCTS Fasten rim board to each floor Fasten rim board to each floor LIVE LOAD. — 40 PSF LIVE LOAD. — N/A I-Joist using one Bd nail or 1-Joist using one per nail or 1 Od box nail per flange \ 10d box nail flange DEAD LOAD. — 15 PSF DEAD LOAD. — N/AN co IT IS THE RESPONSIBILITY OF THE CONTRACTOR/FRAMER TO: - - 1– u)• 1.CAREFULLY READ THE I-JOIST INSTALLATION GUIDE PRIOR TO PRODUCT ' 111110.. 1�C` ,f01111> � Same depth as I-joist 1 COPLACEMENT FOR DETAILS SHOWN. c6 2.VERIFY SPACING OUANTTfY,AND LENGTH MEMBER SPECIFIED ON THE I -� 1:'',J\ ct UDO LAYOUT REQU 3.CAREFULLY REVIEW CONTRACT DRAWINGS FOR PLACEMENT OF POSTS AND PADS \` /� ) ® Q M REQUIRED D FOR SUPPORT THAT ARE NOTCORTOREFLECTED ONVI THIS DRAWING W \ 4.PRIOR T P/ENGINEER PL/DESIGNERENT. OF RECORD TO REVIEW THESE DRAWINGS \ `,, Q ¢...i PRIOR TO PRODUCT PLACEMENT. - `' - 5.THIS DRAWING DOES NOT SUPERCEDE THE CONTRACT DRAWINGS UNLESS ` /`; _ FE O — X APPROVED BY...(SEE NOTE#4).SHOULD ANY DISCREPANCIES OCCUR �, BETWEEN THESE DRAWINGS AND ACTUAL CONDITIONS,CONTACT HBP BEFORE Provide blocking tor v tOd box nails at 6"o.c. .� �,� PROCEEDING. lateral support L, required.Use rd Moot, toe-nailed from outside of building. Q 6.EXCESS AIOLST FIELD TRIM CAN BE USED FOR I-JOIST BLOCKING. LP LVL,LP LSL,or t P Rim Board as blocking SEE DETAIL 83 ON INSTALLATION GUIDE) 7.SOLID BLOCK ALL POSTS FROM ABOVE TO BEARING BELOW. (SEE DETAIL D2 ON INSTALLATION GUIDE) W ' W DRAWINGS REVIETHE CONTRACT DRAWINGS FOR LOCATION OF PLUMBING THAT MAY Y O INTERFERE W/I-JOIST LAYOUT,DO NOT CUT OR NOTCH I-JOIST FLANGE. N REVIEW HOLE CHART PRIOR TO CUTTING OR DRIWNG OF I-JOIST OR BEAMS. — 9. ^ - ) D al 53 11:- c) 24'-0" 24'-0" I I m co a II ' Al LEDGER BY OTHER A , N r J 11 I � Z r - I - 1 - - - - - - = - -I l I I O LULU' I I cc 16' N. 111 IlleS• 4114111\0111111111.1111N J1/ 14; L l WI 2Wiv� 0 U j it U CL v LI I _ L I - DATE OF DESIGN Al 09/13/12 24-O° DATE OF REVISION NONE Rimboard Schedule DESIGNER Label Qty Description Length AP H 4 1x11-7/8 LP-OSB Rim 16'-0" HUl IIS RB3 1 BBO 14'-4" DESIGN NUMBER 209033 MAIN FLOOR PLACEMENT PLAN PACE Joist Schedule 1 of 1 Label Qty Description Length FLOOR I-JOIST TO BE 11-7/8"LPI 18 @ 19.2"0.C. U.N.O. ORIGINAL PLAN DATE NONE J1 14 11-7/8"LPI 18 15'-0" NOTE THIS FLAN IS VALID FOR ENGINEERED WOOD PRODUCTS ONLY AS PROVIDED BY HBP SCALE. GENERAL CONTINUE HORIZONTAL WALL REINFORCING THROUGH PILASTERS, COLUMNS AND • THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND INTERSECTING WALLS.PROVIDE A MINIMUM OF ONE#5 x 5'-0"FOR SINGLE LAYER REINFORCING WORK NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT AND TWO#5 x 5'-0"FOR DOUBLE LAYER REINFORCING DIAGONALLY CENTERED AT EACH DOCUMENTS.SHOULD ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CORNER OF ALL WALL OPENINGS.ADDITIONALLY,PROVIDE A MINIMUM OF ONE#5 FOR SINGLE CONDITIONS,THE CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM LAYER REINFORCING AND TWO#5 FOR DOUBLE LAYER REINFORCING ON ALL SIDES OF THE ENGINEER BEFORE BEGINNING THE PROJECT.THE ABSENCE OF SUCH REQUEST SHALL OPENING EXTENDING A MINIMUM OF 2'-6"BEYOND THE OPENING. SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL !`T`�/'�` 'R{(/��,.^./1'. ASPECTSNTRAOF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE USE MMINIMUM 30"LRP FOR U BAR AND SMALLER UNLESS NOTED OTHERWISE(LINO). USE ���•t�J,E�� T �•"'D CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS MINIMUM 36"LAP FOR#5 BAR LINO. DURING CONSTRUCTION. ALL REINFORCING STEEL SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. APPROVED METAL CHAIRS,AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF MSP-1,AND SHALL BE SECURELY TIED IN PLACE WITH#16 ANNEALED IRON WIRE.REINFORCING NOV 2 1 2012 CONSTRUCTION OR CONSTRUCTION LOADS.ONLY THE CONTRACTOR SHALL PROVIDE ALL STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE"ACI MANUAL OF STANDARD PRACTICE METHODS,DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, FOR DETAILING REINFORCED CONCRETE STRUCTURES;ACI 315. WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION.THE CONTRACTOR SHALL AT HIS OWN EXPENSE,ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE CITY^F{vjj;R„1O - AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN WOOD FRAMING THE FIELD.MAIPY MATERIAL NOT VS SPECIFIED OR IMPROPEREIMPTERIAL INSTALLATION N OR BUILDING DIVISION WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A WOOD FRAMING WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. ALL STRUCTURAL WOOD COLUMNS AND BEAMS TO BE DOUGLAS FIR/LARCH(DF/L),#1 UNLESS NOTED OTHERWISE.ALL JOISTS,PURLINS,AND GIRTS TO BE DF/L#2 AND BETTER UNLESS THESE PLANS,SPECIFICATIONS,ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR NOTED OTHERWISE.ALL BLOCKING AND NON-STRUCTURAL FRAMING TO BE CONSTRUCTION THE PROJECT SPECIFIED HEREIN.MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF GRADE AND BETTER.ALL WOOD PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL BE THESE PLANS AND SPECIFICATIONS OR THE DESIGN,ADVICE AND INSTRUCTIONS ATTENDANT HEM-FIR#2 PRESSURE TREATED UNLESS NOTED OTHERWISE. THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE JOB SITE AND SPECIAL ALL PREFABRICATED METAL TIMBER CONNECTORS AND HANGERS SHALL BE FULLY BOLTED INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE AND/OR NAILED AS INDICATED BY MANUFACTURER, UNLESS NOTED OTHERWISE, ALL CONTRACT DOCUMENTS SPECIFY OTHERWISE. CONNECTORS, HANGERS AND FASTENERS SHALL BE CORROSION PROTECTED PER MANUFACTURER'S RECOMMENDATIONS. SIMPSON PREFABRICATED METAL TIMBER NON STRUCTURAL PORTIONS OF PROJECT,INCLUDING BUT NOT LIMITED TO PLUMBING,FIRE CONNECTORS NOTED.OTHER TYPES OF METAL CONNECTORS REQUIRE PRIOR REVIEW. SUPPRESSION,ELECTRICAL, MECHANICAL, LAND USE,SITE PLANNING, EROSION CONTROL FLASHING AND WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE SILL PLATE TO BE ANCHORED TO FOUNDATION WITH 1/2”DIAMETER x 7 INCH EMBEDMENT HOT PROVIDED BY OTHERS. DIPPED GALVANIZED ANCHOR BOLTS AT 4'-0"O.C.MAXIMUM UNLESS NOTED OTHERWISE.ALL BOLT HEADS OR NUTS BEARING ON WOOD TO HAVE STANDARD WASHERS.BOLT HOLES IN BUILDING CODE WOOD SHALL BEA MINIMUM OF 1/32"TO A MAXIMUM OF 1/16"LARGER THAN THE BOLT.ALL LAG ALL PHASES OF THE WORK SHALL CONFORM TO THE 2010 OREGON STRUCTURAL SPECIALTY BOLTS SHALL HAVE PILOT HOLES AS PER SECTION 11.1.3 OF THE NATIONAL DESIGN CODE,EFFECTIVE DATE JULY 1,2010,BASED ON THE 2009 INTERNATIONAL BUILDING CODE, SPECIFICATION FOR WOOD CONSTRUCTION(NDS). REFER TO SECTION 11.1 OF THE NDS FOR INCLUDING ALL REFERENCE STANDARDS,UNLESS NOTED OTHERWISE. ADDITIONAL INSTALLATION INSTRUCTIONS OF DOWEL-TYPE FASTENERS. SPECIAL INSPECTION/STRUCTURAL OBSERVATION ALL SHEATHING SHALL BE APA RATED GROUP 1, EXPOSURE 1 IN COMPLIANCE WITH SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH IBC SECTION 1704 ON THE POST VOLUNTARY PRODUCT STANDARDS DOCUMENT PS1 AND DOCUMENT PS2. J INSTALLED CONCRETE ANCHORS.THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE TO L ALLOW SCHEDULING OF SPECIAL INSPECTION.IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE •15/32"(1/2"NOMINAL)SHEATHING TO BE C-D WITH SPAN RATING OF 32/16. 0 SPECIAL INSPECTION BY A QUALIFIED THIRD PARTY,SUCH AS A TESTING AGENCY REVIEWED •19132"(5/8"NOMINAL)TO BE C-D WITH SPAN RATING OF 40/20. BY THE ENGINEER. •23/32'(3/4"NOMINAL)SHEATHING TO BE 0-13 WITH SPAN RATING OF 48/24. •1 1/8"SHEATHING TO BE GD WITH SPAN RATING OF 48/24. DESIGN LOADS UNLESS OTHERWISE SPECIFIED BY THE PANEL MANUFACTURER,PROVIDE A MINIMUM GAP OF !C Q THE FOLLOWING ARE THE DESIGN REQUIREMENTS: 1/8"BETWEEN ALL SHEATHING PANELS.ALL FLOOR SHEATHING TO BE TONGUE AND GROOVE. GLUE ALL FLOOR SHEATHING WITH STRUCTURAL ADHESIVE,3M-5200 OR EQUIVALENT,AT ALL STRUCTURAL DESIGN CRITERIA SUPPORTS. ALL SHEATHING WALLS AND/OR SHEAR WALLS TO HAVE 2X BLOCKING AT PANEL0 OCCUPANCY CATEGORY II EDGES UNLESS NOTED OTHERWISE. 520)Lk DESIGN DEAD LOADS WOOD FRAMING FASTENING SCHEDULE Ai-A"A ROOF 15 PSF 'r��. W ALL NAILS SHALL BE COMMON AND NAILING SHALL BE PER THE NAILING SCHEDULE UNLESS FLOOR 75 PSF OTHERWISE NOTED ON THE DRAWINGS.THE FOLLOWING NAIL SIZES SHALL BE USED UNLESS U WALLS 8 PSF NOTED OTHERWISE: WIND DESIGN DATA 6D NAIL:0.113 INCH DIA.X 2 INCHES LONG WITH MIN.HEAD DIA.17/64 IN. Z BASIC WIND SPEED(3 SEC GUST) 95 MPH 8D NAIL:0.131 INCH DIA.X 2 I.INCHES LONG WITH MIN.HEAD DIA.9/32 1N. W IMPORTANCE FACTOR Iw=1.0 10D NAIL:0.148 INCH DIA.X 3 INCH LONG WITH MIN.HEAD DIA.5/16 IN. 0 EXPOSURE C 12D NAIL:0.148 INCH DIA.X 3 X.INCHES WITH MIN.HEAD DIA.5/16 IN. INTERNAL PRESSURE COEFFICIENT Gcpi=+1-0.18 16D NAIL:0.162 INCH DIA.X 3'h INCHES WITH MIN HEAD DIA.11/32 IN. _ H SEISMIC DESIGN DATA STAPLE OF EQUIVALENT VALUE MAY BE SUBSTITUTED AFTER REVIEW BY ENGINEER.NAILS IMPORTANCE FACTOR IE=1.0 AND STAPLES SHALL NOT BE OVERDRIVEN. W z SPECTRAL RESPONSE ACCELERATIONS SS=.935,S1=0.338 — w SITE CLASS - D i o SPECTRAL RESPONSE COEFFICIENTS SDS=.70,SD1=0.39 WOOD FRAMING FASTENING SCHEDULE I SEISMIC DESIGN CATEGORY D ITEM 0_ BASIC SEISMIC FORCE RESISTING SYSTEM LIGHT FRAMED SHEAR WALLS BOT PL TO DECKING/JOISTS(FACE NAIL) Fd T 8"D.CI:t.164 AT 83)164 O Z CC d DESIGN BASE SHEAR 996 LBS BOT PL/TOP PL TO STUDS(END NAIL) (2)16d AT 2X4,(3)16d AT 2X6 SEISMIC RESPONSE COEFFICIENT CS=0.108 BUILT-UP DBL STUDS(FACE NAIL) 10d AT 8"O.C.STAGGERED Z RESPONSE MODIFICATION FACTOR R=6.5 DBL TOP PL(FACE NAIL) 10d AT 12"O.C.STAGGERED ANALYSIS PROCEDURE USED ASCE 7-05 EQUIVALENT LATERAL FORCE DBL TOP PL SPLICES(FACE NAIL) (14)104 EA SIDE OF JOINT Z i-o DBL TOP PL CORNERS/INTERSECTIONS(FACE NAIL) (4)10d STAGGERED Z m FOOTINGS CONTINUOUS HEADER(S)(HDRS)TO STUDS(TOE NAIL) (4)10d O U)0 TOP PL TO HDRS(FACE NAIL) 16d AT 16"O.C. O FOUNDATION CRITERIA JOIST TO DBL TOP PL/SILL PL(TOE NAIL) (4)lCd CONTRACTOR SHALL VERIFY SOIL CONDITIONS AT THE FOOTINGS AND MAKE ANY NECESSARY BLOCKING TO STUDS(TOE NAIL) (2)10d I 111 o I- CORRECTIONS TO PLACE THEM ON FIRM NATIVE SOIL OR STRUCTURAL FILL COMPACTED TO JOISTS TO BLOCKING(END NAIL) (3)16d 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT PER AMERICAN SOCIETY FOR TESTING AND MATERIALS, ASTM D698(STANDARD PROCTOR),OR ASTM D1557(MODIFIED STUDS TO HDRS(END NAIL) (6)16d AT 4X6/4X8 PROCTOR).THE COMPACTION SHALL BE VERIFIED BY A QUALIFIED INSPECTOR APPROVED BY (8)164 AT 4X10/4X12 THE BUILDING OFFICIAL.COMPACTED STRUCTURAL FILL FOR DEPTHS GREATER THAN 12 HDRS TO CRIPPLE STUDS(TOE NAIL) (4)tOd DRAWN BY: BCH INCHES SHALL COMPLY WITH PROVISIONS OF AN APPROVED GEOTECHNICAL REPORT. ROOF TRUSS BOT CHORD TO DBL TOP PL SIMPSON H2.5A CHECKED BY: ASSUMED SOIL BEARING PRESSURE 1500 POUNDS PER SQUARE FOOT(PSF). NAIL-LAMINATED BEAMS(FACE NAIL) 16d AT 8"O.C.STAGGERED W/(3)16d AT EA.END — BLOCKING TO TRUSSES/JOISTS(TOE NAIL) (4)104 PROJECT NO: 120717 JOIST LAP SPLICES OVER DBL TOP PL(FACE NAIL) (4)104 ISSUE DATE: 11.14.2012 CONCRETE RIM JOIST TO JOISTS(END NAIL) (3)16d (2)16d HDG FACE NAILS AND(1)16d HDG TOE CONCRETE 2X6 TONGUE AND GROOVE DECKING NAIL MIXING,PLACING AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH THE AMERICAN EA.COURSE AT EA.SUPPORT CONCRETE INSTITUTE,AG 318 AND IBC CHAPTER 19. SHEATHING 0 8d AT 8"O.C.AT ALL SUPPORTED PANEL EDGES CONCRETE SHALL BE 3000 POUNDS PER SQUARE INCH(PSI)MINIMUM AT 28 DAYS. ALL ROOF AND ROOF PERIMETER AND 12"O.C.AT ALL C CONCRETE SHALL HAVE A MAXIMUM W/C RATIO= 0.45, EXCEPT FOOTINGS SHALL BE A INTERMEDIATE SUPPORTS 0 MAXIMUM OF 0.50.ALL EXTERIOR CONCRETE SLABS SHALL HAVE 5%+1-1%AIR ENTRAINMENT. 10d GALV.AT 6"0.C.AT ALL SUPPORTED PANEL m ALL CONCRETE WITH REINFORCEMENT SHALL HAVE NO CHLORINE OR CHLORIDES. FLOORS EDGES AND FLOOR PERIMETER AND 12"O.C.AT ALL INTERMEDIATE SUPPORTS SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE WALLS 8d AT 6"O.C.AT ALL PANEL EDGES AND AT 12" STRUCTURAL DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER BEFORE O.C.AT ALL INTERMEDIATE FRAMING MEMBERS POURING.CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION GYPSUM WALL BOARD 5d COOLER OR WALLBOARD NAILS AT 7"O.C.AT F THEN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN 1/2"GWB ALL FRAMING MEMBERS • THREE DIAMETERS ON CENTER. 6d COOLER OR WALLBOARD NAILS AT 7"O.C.AT o 5/8"GWB ALL FRAMING MEMBERS WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE,THE EXISTING CONCRETE BASE PLY-6d COOLER OR WALLBOARD NAILS j SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/4"AMPLITUDE PER ACI 318 AT 9"O.C. w 11.6.9.SET ALL ANCHOR BOLTS AND DOWELS BEFORE POURING CONCRETE. (2)LAYERS 5/8"GWB FACE PLY-8d COOLER AT 7"O.C. REINFORCING STEEL SHEET CONTENT ALL REINFORCING STEEL SHALL BE DEFORMED BARS PER ASTM A615 OR A706 GRADE 60.ALL NOTE:#6-1 1/4"TYPE S OR W SCREW MAY BE SUBSTITUTED FOR GIVEN NAILS IN ALL GWB.FOR MULTIPLE REINFORCING STEEL TO BE WELDED SHALL BE ASTM A706.ALL WELDED WIRE FABRIC SHALL LAYERS OF GWB,SCREWS REQUIRE 3/4"MIN.EMBED INTO WOOD MEMBER. STRUCTURAL NOTES CONFORM TO ASTM A185. UNLESS NOTED OTHERWISE,SET MAIN REINFORCING STEEL 3"FROM EARTH AND 2"FROM FORMED SURFACES. BAR LENGTHS DETAILED ARE OUT TO OUT AND DO NOT INCLUDE ALLOWANCE FOR HOOKS OR BENDS.FOR ALL CORNERS WITH#5 REINFORCING STEEL AND SMALLER, PROVIDE 2'-6" X 2'-6" REINFORCING STEEL OF SAME SIZE AND SPACING AS HORIZONTAL BARS.PROVIDE ONE#4 x 4'-0"DIAGONALLY AT EACH RE-ENTRANT CORNER IN SHEET SLABS. A0.01 Z N 0 W E 11549 SW TWIN PARK PLACE I— TIGARD, OREGON 97223 0 S SCALE 1"=10' 0 o 0 Q W 0Z W Driveway wCO W 1 W A/ 5 U LL 0 a Existing House \ CL Q O Z a Addition Q Z 290sq It Z E �° tno O I s3-ia O v 6 DRAWN BY: BCH CHECKED BY: v J) PROJECT NO: 120717 ! _,,,,_ $60- &71-4.-V e ISSUE DATE: 11.14.2012 0 Sidewalk .")) z O a U 41 W O SW Tigard St. E:`,1 W SHEET CONTENT SITE PLAN SHEET A0.02 Pressure treated 2x8 joists @16"o.c.over presasure treated 4x8 beam with ground contact pressure treated 4x4 posts centered @ 4'6"max \ attatched to simpson PB44Z imbedded in concrete.Continous stairs @ 8"max maximum riser and 11"tread. WINDOWS STR/adAP ABOVE c.BELOW ALONG q 0 . / 24 STRAP.PROVIDE BLOCKING BEHIND / SEE DECK PLAN FOR STRAP AS REQUIRED. / 4'-5 1/8" 4-5' 1/$" 4-5' 1/$" 4-5' 1/$" / / / / FRAMING IN THIS AREA A \ 11'-8" 6-0" / 3-0" 4'-0" 4.-0" ///15/ STRAPS ABOVE& ,}BE SWINDOWS. Iit "ISEEEE ELEVATIONe \ \ De Da b I / J V�������r��������������1������������������������������������������Aiii i M re e0 _ -4111111111111141 N / ...... (O e/ o .Cr rs / I I ',Z.-4 % \ \ J L I I I O F.'-4 DECK PLAN 0 i,T..-"r'T NOTE:DECK IS LESS THAN 30"ABOVE GRADE a SEE 57.01 AND S7.02 SEE DECK LEDGER DETAIL FOR ATTACHMENT 0^ - FOR HOLDOWN .01 AND 7.02 TION \\1(L-. AND INFORMATION - W e,' z 0 I IIO CS22 X 2'-0"STRAP '^ H W/(6)154 NAILS AT v, Z EACH END FROM NEW 11'$" e 5'-11" 2'6" 2'6" / DOUBLE TOP PLATE TO W CD w EXISTING DOUBLE TOP 0c1 PLATE OF HOUSE CENTER / 24' / STRAP ON CORNER IF w� U O. EXISTING HOUSE. E r V ce FLOOR PLAN 0 Z 0- < Q z Z E re TOPNOTCH OSB T&G OVER z m LPI-18 I-JOISTS AT 19.2"O.C. 03 0 MIN 167 SQ IN.OF VENTILATION 0 - v Ix @ RIDGE&84 SQ IN.OF f , 0 .-i- VENTILATION i VENTILATION @ SOFFIT 1 V \ "3/4" I— v I DRAWN BY: BCH CHECKED BY: — PROJECT NO: 120717 ISSUE DATE: 11.14.2012 I 4/12 ENGINEERED TRUSSES @ 24"O.C. !4-1 z0 a a o W O 7 W Q W ISHEET CONTENT ROOF PLAN PLANS \ H H / 24' / SHEET FOUNDATION/JOIST PLAN A1 .01 • z 0 I— CO CO CO CO East Side West Side z w a w Z w n/ U Ct LL• 2 a W Za � 0 Q z_ m o z o coo o 's; U LL DRAWN BY: BCH CHECKED BY: PROJECT NO: 120717 ISSUE DATE: 11.14.2012 z 0 U W W F Q ❑ CD CO W K South Side SHEET C E SHEET A3.01 • OMFG ROOF TRUSES @24".. ROOF SHEATHING PER 12DIAPHRAGM SCHEDULE 7 4 C ASS C COMPOSITION ROOFING O R3B INSULATION / BUIELDING PAPER TO MATCHOEXISTING. / Ill246DOUBLE TOP PLATE z lirillirili 10 4111, O', ..... SIDINGOVE pE M05 C522 STRAP ABOVE&BELOW SEE SHEARWALL SCHEDULE 6ArS.IEI;OVEI'.ii Z''ELYWOOD WINDOWS W/8d AT c.ALONG //N / i ,/f///, !i/i///////,,,//„//, r ,,,-,e,,,,,,,,,/,,,,,/,,,-,e,,,,,,,,,/,,,,, Q STRAP.PROVIDE BLOCKING BEHIND OVEP,EX1Ep10l:WA..L STRAP AS REQUIRED. MINIMUM 4X8 HEADER TYP. 26 GA.GW-V.Z'FI.A4NG I� UNLESS NOTED OTHERWISE � WALL STUDS 2X8 DFL#2 AT 18"o.c. KKO�Kp NG Q 0 NOTE:12141NSULATION IS NEEDED IN ALL EXTERIOR WALLS I I ZX P1 GP.CEDPJ;DECKING 00 . ;Ai,- 1>CII .I U rv-- /i /i- - 4/t.z-,--.----,/�i,,,1,,/-Nii,o .G - f 11.11 11 ' 0 112X8Al iA Q FLAT 2X BLOCKING "5 MP N'�LU528Z 6�'O.C.&Z4"0C. (J1,' (TVP.) 2%8 P.T.HF#2 BASE PLATE G�p�`�OU�-� 1 r W SEE SHEARWALL SCHEDUAL FOR 0 \ .. ANCHOR BOLTS AND SPACING 11 Z X 8.EDCt;I? I W/8/8,014”LAG SCY:EW5 V a 8"MIN @ 9"O.C.511866 M2-INfO 50LID M%M11 \ 7-- N FINISHGRADE R19 FLOOR INSULATION :,, _ _ _ O a 18.JAN 11111�III=I Z m Q. GRADE CO 0 O 36 f 8"CONCRETE WALL W/ DECK LEDGER DETAIL U LL F 12 MIN(1)#4 BAR TOP& #4 BARS AT 48"c.c. BOTTOM 3"sir. WITH 12"HOOKS NOTE PROVIDE DRY DOWEL OF DRAWN BY: BCH EMIL BLACK POLYETHYLENE REINFORCING STEEL INTO SHEATHING WITH 12"LAPS AND MIN.12" EXISTING FOUNDATION MIN. CHECKED BY: — WALLS. EMBED 31: PROJECT NO: 120717 ISSUE DATE: 11.14.2012 BUILDING SECTION VIEW OF END WALL z 0 B- a U y W ❑ W I— U ct SHEET CONTENT SECTION DETAIL SHEET A4.01 SHEAR WALL LENGTH TABLE 1:SHEAR WALL SCHEDULE (NOTES:1.2.3,4.5,6) • (UPPER STORY) a b C d9,10,11 d9,10,11 k m ROOF ............. .. ... ............. . . ........._..,.�,... ...__ • ,..............4,-:'''''''''-'-'-'''''. .. .........,..,,.. ..., ,... WALL WALL SHEATHING MATERIAL ON PANEL EDGE SOLE PLATE TO RIM SILL PLATE CONCRETE SOLE PLATE ANCHORING IF 2X PLATE CONCRETE ANCHORING SOLE PLATE TO JOIST/BLK'G II I II /• TYPE WOOD STUDS NAILING JOIST NAILING USED IF 3X PLATE USED SILL PLATE TO PLATE EN SEE COLUMN'b' A 15/3T APA RATED SHEATHING SPAN 5/6"DIA.x 10"ANCHOR BOLT 5/6"DIA.x 12"ANCHOR BOLT f•••,,, �fi r'�m !^•a'� es-01 r'�ry r � r^.c} 8d AT 6"O.C. 16d AT 10"O.C. AT 48"O.C.ma AT 48"O 10d AT 7"O.C. A35 AT 24"O.C. RATED AT 32/16,EXPOSURE 1 fh �' x) C.(max) STUD OR 3x POST AT ---Tl-----fr /-•\ __- •----�T----m- ---LT---II!�• /^ B 15/32"APA RATED SHEATHING SPAN 5/6'DIA.x 5'EMBED ATR OR 5/8"DIA x 5"EMBED ATR OR SHEATHING JOINT(SEE �: I I / I I \ ,A I!1 8d AT 4"O.C. 16d AT 7"O.C. 5/8"DIA.x 8"KWIK HUS-EZ AT 5/8"DIA,x 8"KWIK HUS-EZ AT 10d AT 5.D.C. A35 AT 16"O.C, SCHEDULE) I I 7 .1• • ,{• ‹) RATED AT 32/16,EXPOSURE 1 I•I H OR• 7 32"O,C.(max) 32"O.C.(male) EN SEE COLUMN'b' ``\ I 157.02 \\\\\\ • FIELD NAILING i I i,• ^ DBL TOP PLATE DBL TOP PLATE \I I /' . HEADER PER PLANEAM HEADER BEAM PER PLAN • 61 1 1 \ HEADER '• HEADER • \ 1• I `I, / TRIMMER STUD / • TRIMMER STUD N • PER PLAN PER PLAN I • EN SEE COLUMN'1:i EN SEE COLUMN V(FULL HEIGHT • • II FULL HEIGHT TO ' TO HOLDOWN POST) • , u /,' •�HOEDOWNt POST) \+ , YYr ' HOLDOWN POST PER \` / I I /�HOLDOVVN POST PER SCHEDULE(FULL I • / SCHEDULE(FULL ``\ .�HEIGHT OF WALL) SOLE PLATE • , n I/ HEIGHT OF WALL) I! • •r, H FRAMING CLIPS \ r, 1----71---� �•‘I • • 1 Tl----TI---� SPACED PER / }\ / . I I SCHEDULE FROM • /1 • 11 !' 1 I I JOIST TO TOP PLATE I N • •\ HOEDOWN STRAP PER ! II ! • i• • SCHEDULE(NOT • ALIGNED W/LOWER /-.1- / 1 (( LEVEL HOLDOWN) HOEDOWN STRAP PER 1IVJ SCHEDULE ALIGNED T ,I' I ISI /'/ p SOL��BLK'G f`\ I I I 1 TABLE 2:HOLDOWN SCHEDULE (NOTE:12) WITH HOEDOWN POST 1'1/ I I I ! );,,i SOLID BLOCKING SHEAR WALL AND HOLDOWN SCHEDULE NOTES: AT LOWER WALL,TYP. I 1,I I • `\ I/' 1 , I I I I I I CORNER NAILS,SEE (CORRESPOND TO CALL-OUTS IN TABLES 1 AND 2,ONLY NOTES REFERENCED IN TABLES ARE TO BE USED) Z FLOOR -',- J-: .�; -,- _LI .-��_ .-413..Ji -y-_- --LL___ -_-JJ_--_1L-_ HOLDO WN CORNER HOEDOWN DTL 11' 'F- TYPE HOEDOWN FASTENERS 5/S7.02(AS APPLICABLE) 1. ALL SHEATHING EDGES TO BE BLOCKED.FIELD NAIL AT 12'O.C, 0 SOLID BLOCKING • ` / /���/` NO PLATE MIN.PER 2 HEAD OF THE NAIL OF LUSHDWITH AT ETHE SURFACOE OF THE SHEATHWGEL EDGES. ILS SHALL BE DRIVEN WITH THE _ ¢STRAP AND �J�/ jj/�j jji� e�/���j� /��L �Cq{//.I a REQUIREDH CONNECT SHEARWALOL SCHEDULER I �I !/�' CLSTRAP AND STRUCTURAL 3. ALL SHEATHING NAILS TO BE COMMON OR GALVANIZED BOX NAILS UNLESS ALTERNATE APPROVED JOIST(TYP.) • JOIST TYP. NOTES BY ENGINEER OF RECORD. Q I -1'r .y �r y• - •T (6)SDS25212 SCREWS AND 4. SHEATHING MUST NAIL TO BOTH DOUBLE TOP PLATES. -' --0 R 0 -1 ,I'T�1 Tl --- r HDU2-SDS2.5 518"DIA.ALL THREAD ROD W/ (14)16d NAILS 5. SHEATHING ON SHEAR WALLS SHALL NOT BE INTERRUPTED,INCLUDING BY ANY WALL BUTTING INTO SHEAR WALL Q 1417 1 ,f• I 1.---:.>-=::: M ¢ 4 I I EPDXY,8"EMBED 6. ALL NEW EXTERIOR WALLS TO BE TYPE A,UNLESS NOTED OTHERWISE. Q LI _.-----1-1-- r{ I-1 OR 7. FRAMING AT ADJOINING PANEL EDGES SHALL BE PER DETAIL 1/S7.02.SHEATHING JOINT AND SILL lit I JL_ ,_I �IPLATE NAILING SHALL BE STAGGERED. S7.02 'L�7=C 11 IC S 7->�I•�3-�-Til .. iv I .L- 8. HERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 l J I•I 1 INCHES O.C.ON EITHER SIDE,PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING `M' /h "}• DBL.TOP PLATE MEMBERS OR FRAMING SHALL BE 3IN INCHES NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL / ` La j DBL TOP PLATE BE STAGGERED. SHEATHING JOINT AND SILL PLATE NAILING SHALL BE STAGGERED. v HEADER BEAM HEADER BEAM 9. USE 1 PRESSURE • ` / PER PLAN PER PLAN 10. REFERENCE DEAIL 21TREATED 7 02 POR S2X ELL PLATE AINCHOR BOLT INSTALLATION REQUIREMENTSSILL PLATE TO CONCRETE . • • ! h / • I WN 11. (2)ANCHOR BOLTS MIN.PER PLATE. •• • HOLDOWN POST 12, HOLDOOCCURS AT EA END OF SHEAR WALL FASTEN TO MIN.(2)2X STUDS OR 4X STUD UNLESS WQ y • `�\ / I I I..I Ifs'( • EN SEE COLUMN'b' •I• ALIGNED WITH STRAP NOTED OTHERWISE.WALL SHEATHING SHALL BE EDGE NAILED TO HOLDOWN STUDS.MULTIPLE • / 1 • ABOVE STUDS TO BE NAIL LAMINATED W/10d NAILS STAGGERED.SPACED TO MATCH PANEL EDGE NAILING, • Y.J / .L 13. USE MIN.6X POST EA.END OF SHEAR PANEL AT HOLDOWN. _ 14. AT HDU14SDS2.5 HOLDOWN,MIN,ANCHOR BOLT EMBED INTO FOOTING=12'AND MINIMUM DISTANCE rn APA RATED • , )• u''�-C =�_ NOTE:SEE SHEAR WALL •1• __ FROM EDGE OF FOOTING TO BOLT=18'. v' z STRUCTURAL PANELS (- �•F -q•F - SCHEDULE AND NOTES f air-.- �•I•F-�- '% W Z W r u \ FOR FASTENING AT ,i, !�/ a 7 ,+( SPECIFIC LOCATIONS \, / TABLE 3:DIAPHRAGM SCHEDULE(NOTES:01,02.133,') rI 0 y • /• ```�` ``\ • • .I. !� e e f 9 h 1 O d HEADERADER `\ TRIMMER STUD �• TRIMMER STUD DIAPHRAGM MATERIAL ON NAILING AT DIAPHRAGM NAILING AT OTHER RIM/BLK TO RIM/BLK TO DBL TOP PL RIM/BLK TO J Q Z PER PLAN PER PLAN TYPE WOOD RAFTERS OR JOISTS BOUNDRY PANEL EDGES TOP PLATE TOP PLATE FACE NAIL PLATE Z I I 7�N •I• MIN 15/32'APA RATED SHEATHING Z m O i ^ OA SPAN RATED AT 32/16,EXPOSURE 1. 8tl AT 8'O.C. 8tl AT 6"O.C. RBC AT 21"0.C. A35 AT 34"O.C. 6d AT 8"O.C. A35 AT 34"O.C. O • •I•!' UNBLOCKED CASE I d' ▪ / • • I \' �' ../ EN SEE COLUMN'Li(FULL EN SEE COLUMN b• 0 Q / I \ HEIGHT TO HOEDOWN I (FULL HEIGHT TO r l • / n POST) ;I• • HOLDOWN POST) v ~ • N ``\ / I • `• ,/ HOLDOWN POST PER ``k` I• HOLDOWN POST PER AT LOCATIONS WHERE DIAPHRAGM IS DIAPHRAGM NOTES:(CORRESPOND TO CALL-OUTS IN TABLE 3) U /+\ " / SCHEDULE(FULL I. SCHEDULE(FULL DIAPHRAGM LAY-UP SPECIFIED AS"BLOCKED"PROVIDE 26 Dl. WHERE FRAMING MEMBERS ARE SPACED 48"O.C.FIELD NAILS TO BE 6"O.C. DRAWN BY: BCH EN SEE COLUMN'1,' ,. �',' I • HEIGHT OF WALL) ' \\•I, HEIGHT OF WALL) BLOCKING AT UNSUPPORTED PANEL EDGES AT INTERMEDIATE FRAMING MEMBERS,OTHERWISE FIELD NAILS TO BE CHECKED BY: `, n `{1 •� SPACED AT 12"O.C. •Y' `\H 'q' D2 ALL NAILS TO BE COMMON NAILS OR HOT DIPPED GALVANIZED BOX NAILS PROJECT NO: 120717 ,I �{� UNLESS ALTERNATE APPROVED BY THE ENGINEER OF RECORD. ISSUE DATE 11.14.2012 r C�� 7 lI �+I • D3. NAILS SHALL BE LOCATED AT LEAST 3/8"FROM PANEL EDGES. D4. NAILS SHALL BE DRIVEN WITH THE HEAD OF THE NAIL FLUSH WITH THE BLOCKING I \\\ /� H 'I ,� •I• • ' SURFACE OF THE SHEATHING. z • \ y\I I,- U of HOLDOWN POST • I Lam'- I.1 I I • .1. A PER SCHEDULE II X, II 1f 1 II h © I j' 1 1 II II law )( I( N I) ❑ I FOUNDATION A .! J. 1:14 ,-.-KL i'' .4r .LL-$;- -J- -- a�----1J'g_- _g-JJ• T 111 L- --LLL_ __ "':::GGG °J • D• S2•J • . ° III' " ^ QI HOLDOWN PER - - - _ SCHEDULE - • e - • ° ANCHOR BOLTS © • •m J SILL PLATE TYP® OR® SHEAR WALL LENGTH • _ 11 (LOWER STORY) SHEET CONTENT szoz EN SEE COLUMN•b• SHEARWALL SCHEDULE OR 12 57.02 OR 13 5702 EXAMPLE OFFSET EXAMPLE SHEAR WALL ELEVATION HOLDOWN ELEVATION SHEET NTS NTS S7.01 FOR SHEARWALLS OR DIAPHRAGMS WITH REQUIRED 3x MEMBERS AT ADJOINING SHEATHING EDGES W 'b'PANEL EDGE ADJOINING +Fr NAILING TYP. / PANEL EDGE HOEDOWN AND POST PER SHT'G ONE SIDE OF ' SHT'G ONE OR BOTH HOEDOWN POST WALL FASTENED TO SIDES OF WALL ' (SEE SCHEDULE SILL PL. / FASTENED TO SILL PL ' + Y SCHEDULE) _arc JT SHEAR WALL PER PLAN 1/411 „+ ISI PL WASHER ' PL WASHER ' �R EQUALLY SPACE t LENGTH " 1� / 1/4'5 3"x 0'J" ' 1/4.X 3"x(W-1") �f� REQ'D NAILS ALONG � END �� � ��� �� . EXTEND TO W/IN END LENGTH OF EXTEND TO W/IN /j...1--.;;;.7 r,piq;. HOEDOWN POST ySTRAP =LENGTH 1/2"OF WALL ' 1/2"OF WALLj r'q, �`(SEE SCHEDULE) !_ HOEDOWN f� , I pill STZx ME ED,S W/10d TOMATN SHT'G,TYP. := ' SHT'G,TYP. �' � 1 (SEE SCHEDULE) / �A A I�I1 STAGGERED,SPACING TO MATCH ����PANEL EDGE NAILING,TYP. jlik\ I � � '=1 -OR- z - z IAT CLEAR SPAN III SPAN / yy ' 'b'PANEL EDGE ADJOININGn n LOCATION,ADD I''; // /� I///��� / REQ 16D NAILS(CORNER —_N-1L-NG NP. =pNEL EDGE 'gyFASTENERS AT EVERY1 I ' W NAILS OR SECOND HOEDOWNt + OTHER HOLE �I / )____ ANCHOR BOLT PER ANCHOR BOLT PERI •• PER SCHEDULE �_�_ SHEAR WALL ��� SHEAR WALL �J �� ENDHOEDOWN/STRAPSMALLER HOEDOWNI`II , VSCHEDULE SCHEDULE CENTERED I PROVIDE MIN. T' ��LENGTH (SEE SCHEDULE) REPLACED W/CORNER NAIL I �1 �� ON SILL PLATE x� END DISTANCE 8 13/4" .4. �I EQUAL NUMBER NAILS g REQ'MENTS E EA END r 3x MEMBER CONDITION 1 CONDITION : ANCHOR ROD SHEAR WALL PER PLAN �� ;> .x (SEE SCHEDULE) DETAIL AT TYPICAL CORNER HOLDOWN 1 ADJOINING PANEL EDGES © SILL PLATE ANCHOR BOLT DETAIL 3 TYP. HOLDDOWN 4 TYP. STRAP HOLDOWN 5 REQUIREMENT 57.02 NTS S7.02 NTS S7.02 NTS S7.02 NTS S7.02 NTS e • =–_---__–.:- =---..-- * '1 APPLIES ALONG Z ENTIRE WALL LENGTH ii *'j'APPLIES ALONG 0�I 'm'APPLIES WHERE ENTIRE WALL LENGTH TRUSSES OR RAFTERS 11 :.Ii IF DBL JOIST/BLK'G IS 'm'APPLIES WHERE SHEAR WALL IS V REQ'D PER SHEAR WALL DENOTED .1 LOWER SHEAR WALL SCHEDULE,NAIL LAMINATE IS DENOTED e �• W/(2)ROWS 10d AT 6"0.C. a c �• I IF DBL JOIST/BLK'G IS I (4)108 AT EA IF DBL JOIST/BLK'G IS 4. -�II REQ'D PER SHEAR WALL i c I REQ PER SHEAR WALL e 10d AT 4"O.C.TO 0 b II SCHEDULE,NAIL LAMINATE b II 1 BLOCKING Q c SCHEDULE,NAIL LAMINATE I BLOCK W/(2)ROWS 10d AT 6'O.C. �"�I W/(2)ROWS 10d AT 6"0.C. 041111111Y\\ g or f(AT SLOPED) LATERAL TRUSS it=�' ,__ I: ,I_ ___—_ I ` \ OR RAFTER t b II ���.��.r��. , ����� �.... �� 2x BLK MAY 1 OR m yrelIt ) OR mi` 2x BLOCKING e r W BE SLOPED) \ , ' 2x RIM.1 T II (CORRESPONDS TO LOWER LEVEL A OR m'` U.N.O. ill IS SHEAR WALL TYPEINSCHEDULE) f , U.N.O. �� II I I I /CORRESPONDS TO LOWER LEVEL I V(� * 'J APPLIES ALONG I 1I�/I (I II SHEAR WALL TYPE IN SCHEDULE j OR mENTIRE WALL LENGTH 1 ) J1i�� / 'm'APPLIES WHERE h2x RIM JOIST 1 (CORRESPONDS TO ZII , lIG� SHEAR WALL IS ,' II I II'. ' WALL TYPE IN 111 H2.6A TVP. li�' bTYP. DENOTED Q h �- I�� SCHEDULE) b TYP. II b II !/ '�I=_t ) � 2x BLOCKING EA (� j OR m* h •. 1 II�`� bTYP. I1111112.1 SIDE AT 48"O.C.W/ II�1 (CORRESPONDS TO a II II +'.j 2x BLOCKING AT 48" h (3)16d TOENAILS TO , LOWER LEVEL SHEARCO 111 0 li J11 I II O.C.W/(3)16d TOP PLATE b TYP. II SWALL TYPE CHEDULE)IN Z II I y„ a TYP ;,II TOENAILS TO TOP a TYP. ' h Ct W a u 11 IIPlii 0_5 a TYP. �I II i (s '.'ENDICULAR JOISTS PARALLEL JOISTS PERPENDICULAR JOISTS PARALLEL JOISTS ` o 0Z 6 ROOF TO WALL 7 ROOF TO WALL 8 'EXT. WALL-FLOOR-WALL 9 INT. FLOOR-WALL Q Z 57.02 JOISTS PERP. NTS 57.02 JOISTS PARALLEL NTS S7.02 NTS JyS7.02 NTS Z cc F-I # m O ii 0 O� �� P. a I IF DBL JOIST/ "G DRAWN BY: BCH a II IF DeL JOIST/BLK'G IS ti c I REQ'D PER S 'R7ALL II RE0'D PER SHEAR WALL CHECKED BY: SCHEDULE,N INATE b II c SCHEDULE,NAIL LAMINATE — II„,' W/(2)ROWS 1 TE'O.C. ' .. W/(2)ROWS 10d AT 6"0.C. ill PROJECT NO: 120717 ISSUE DATE: 11.14 2012 II� a •e �� t 2x BLK'G a 2x RIM JOIST - 1 aik IIco •• • •ti •II j OR m* • ijIk kSHEATHING nil'I'/� $> - *1 ORmI , '_ PER PLAN ccri L=1—‘115' P.--7:".101 b IIS b �II• a b TYP. SEE PLA FOR FDN d L. ' _ a d<,MI I" " I I� REO ME • d .1 I. 4 • I a �5. ` SEE PLAN FOR FDN I� 1. Mm * REQ'MENTS _ I'a - _ 1.1 _ o I=1 I LH I I I III—III STEM WALL OR III III ° �' II l 4111rq'�h`hr _ ' III=III l THICKENED SLAB EDGE- —III III I w a I - SEE PLAN FOR FDN la SEE PLAN FOR FDN • a REQ'MENTS c- REQ'MENTS • - .- • ry . SHEET CONTENT * 'j'APPLIES ALONG ENTIRE WALL LENGTH * F APPLIES ALONG ENTIRE WALL LENGTH *'j'APPLIES ALONG ENTIRE WALL LENGTH * APPLIES ALONG ENTIRE WALL LENGTH 'In'APPLIES WHERE SHEAR WALL IS DENOTE 'm'APPLIES WHERE SHEAR WALL IS DENOTED 'm'APPLIES WHERE SHEAR WALL IS DENOTED 'm'APPLIES WHERE SHEAR WALL IS DENOTED EXT. WALL- INT. WALL- EXT. WALL- 10 FLOOR-FDN 11 FLOOR-FDN 12 WALL-FDN 13 FLOOR-FDN SHEET 57.02 NTS 57.02 NTS S7.02 NTS S7.02 NTS S7.02