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Plans (35) BU P2017 - 00185 / \ •A OBI 3G B • G U cv cnw rZ f _ 42L0" / '< 42'�O" '` cp O SIMPSON SIMPSON HDUS, `L , ..„ 1 \ .., f 21'-O" / '� SIMPSON 21-0 / M5TG4O, TYP. > w ar M5TG4O, TIP. Ct _, I 8-0• I I • • N TT i N N 0 * o Q sis il` °o• • 'L < . fi o _t,.., `) � on ,....5 NilitOFFICE. . COPY • • ./. 1' _ }ga bpl+,^�„• _ >' V WWa 410 0 4\ _ C , N Q (7) Ea v — • , t i �- / 0 J 'L I s Ma � _ J 1w 4 � z � oo ,, — N 2 :n a r an-r 0 N \ r mT_____, // \ 1 .... / \ J � / \ Zo G <J • • 0 / LI j > CO I CC)U —1 N N C ) 1 . i Z I I 1 ...11 , --IMM, -. ----- ---1 . i 4 Q `1 _I, ,,,,. ......1 0) r-.9. mi. 1 Alk1 „..., ,ab, Q 0 0 , _______ O 2 EXISITNS 2ND FRAMINS PLAN 0 0 1 EXISTI INS ROOF FRAMINS PLANS 5-0 SCALE: 1/4” = I'-O" 5-0 SCALE: I/4" = I'-O" sg ,,, ,‹ CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE V Approved: NN 1 M 21'-0' I OTC: [ j CA OSIS k1 I1311-r.. Permit#:ups• Ir— Addres8t ,,?-,14s st ' H ....,►, (I)v'Zi Suite#: .30- -\z B—�'- Date: %_-7, ac-13 BEDROOM # 2 n i BEDROOM #1 7-7 I ID fl II 1 3'3. 0 1 3` Y 4e '� Digi al Signature%r �' t 4�• 2017.07.18 073447-07'00' rr-�•-. .-sto• +F — BATHRGt�M a T-6', I I c 8926 i") - Tom• • Otpyr �0 ZF;G c' ., f, I II7 12'4 LIVING 97 S \ ROOM _ KITCHEN/ [I:7IRfi.ES: 6/ 18 DINING ROOM s Scale AS NOTED Drawn By Jib Checked D5W Date 7/ 1 7/ 1 7 G - � 1 _____,,r 1 Job # I 7 I I8.3 Sheet # 3 EXISTING FRONT ELEVATION FRONT DECK I Y 5-0 SCALE: 1/4" = 1'-0" 4 1ST $ 2ND UNIT FLOOR PLANS 5-0 SCALE:NT5 0S ism 0 / \ GENERAL NOTES A © 6on • i_cz D-diGeneral Conditions: STATEMENT OF SPECIAL INSPECTIONS SIMPSON 5-2e Ask cLLI 1) GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ITEM DURATION INSP.AGENCY HDU5, TYP. ® ® BEFORE STARTING ANY WORK. WRITTEN DIMENSIONS TAKE PRECEDENCE CONCRETE: 21'-0" / 21'-0" / (_ ie OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. IN CASE OF ANY' DIMENSIONS AND LOCATION OF FORMWORK PERIODIC TESTING LAB , > h' DISCREPANCY, NOTIFY THE ENGINEER BEFORE FURTHER WORK IS'DONE. PLACMENT OF REINFORCING STEEL PERIODIC TESTING LAB , 5 5 (N) FOOTING _49 2) UNLESS OTHERWISE NOTED, ALL MATERIAL AND DESIGN SPECIFICATIONS PLACING OF CONCRETE FOR CAST IN ANCHORS' CONTINUOUS TESTING LAB ----J. - , CITED HEREIN SHALL CONFORM TO THE MOST RECENTLY ADOPTED INSTALLATION OF POST INSTALLED ANCHORS PERIODIC TESTING LAB \ 0 - .. . .. .:. SPECIFICATION OR CODE. STRUCTURAL WELDING&HIGH-STRENGTH BOLTING: \ U — - 3) ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE SINGLE PASS FILLET WELDS 5/16"AND SMALLER PERIODIC TESTING LAB €1,-E)) — — — — — -I— — — — S —P05-17, — — — Ico APPLIED, PLACED, ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH 5 THE MANUFACTURER'S INSTRUCTIONS. (N) 4x4 POST' SPECIAL INSPECTION NOTES I `POST, 7 1* o Site Preparation: TMp, - TYP. 1) REMOVE VEGETATION AND TOP SOIL BEFORE ANY EARTH WORK IS DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR: — J ® 4 DONE. A) THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE SPECIAL ', I I ® I ® ® 1 5-2 i i I Foundations: INSPECTOR WHEN ITEMS NOTED ABOVE ARE TO BE INSPECTED. I I ` I U . 1) ALL FOUNDATIONS TO BEAR ON CLEAN, FIRM, VISUALLY INSPECTED B) WORK REQUIRING INSPECTION OR OBSERVATION SHALL REMAIN EXPOSED 411> W AND UNDISTURBED SOIL, 18 IN. MINIMUM BELOW LOWEST ADJACENT AND ACCESSIBLE UNTIL APPROVED BY THE INSPECTOR OR ENGINEER. Q FINISHED GRADE. INSPECTION AGENCIES: 4 4 , 2) IF ADEQUATE BEARING MATERIAL IS NOT PRESENT, OR IF OLD FILL A) TESTING LAB: TO BE DETERMINED BY THE OWNER ___ . P_` P. I Q OR ORGANIC MATERIALS ARE ENCOUNTERED, OVER- EXCAVATE AND ENGINEER: CASCADE ENGINEER NG, INC. [I I t W < M REPLACE WITH CLEAN, GRANULAR BACKFILL COMPACTED TO 95% B) THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO DEMONSTRATES 0 �` I ( ICI CI( I ICI , I V Z m PER ASTM D-1557. HIS COMPETENCE TO THE SATISFACTION OF THE BULDING OFFICIAL FOR ED — — — — �—... 3) PROVIDE 6 MIL BLACK VAPOR BARRIER IN ALL CRAWL SPACES, AND INSPECTION OF A PARTICULAR'TYPE OF CONSTRUCTION OR OPERATION Z } UNDER ALL INTERIOR SLABS, LAYED ON COMPACTED GRANULAR FILL. REQU R NG SPECIAL INSPECTION. THE SPECIAL INSPECTOR SHALL BE W c Steel Reinforcing: EMPLOYED BY THE OWNER 1) MATERIALS: Fy psi Fu psi DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: i �> J Rebar: ASTM A615, Grade 60 60,000 A) OBSERVES THE WORK ASSIGNED FOR CONFORMANCE WITH THE (E) (2) 4x8 f (I. v. Z 6 I Rebar (to be welded):ASTM A706, Grade 60 60,000 APPLICABLE DESIGN DRAW NGS AND SPECIFICATIONS! 13- (E) 4x6 BEAM @ (E) 4x6 rn _ M 2) ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED B) FURNISHES INSPECTION REPORTS TO THE OWNER, BULDING OFFICIAL, (E) 4x& POST SHARED .�� N = � (E) 4x8 POST IN ACCORDANCE WITH ACI DETAILING MANUAL 315. ENGINEER OR ARCF-ITECT OF RECORD,AND OTHER DESIGNATED PERSONS BEAM, @ BEAM HALL BEAM, @ BEAM 3) ALL REINFORCING STEEL SHALL BE ACCURATELY PLACED AND DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION Co / TMP. SPLICE ��� TYP. ..SPLICE ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED,AND SHALL OF THE CONTRACTOR FOR CORRECTION,THEN, IF UNCORRECTED, cr r BE SECURED AGAINST DISPLACEMENT DURING CONCRETE PLACEMENT. UNCORRECTED, TO THE PROPER DESIGN AUTHORTYAND BUILDINGOFFICIAL m i , P 4) DO NOT'TACK WELD, WELD, HEAT,'OR TORCH CUT REINFORCING BARS C) SUBMITS A FINAL SIGNED REPORT STATING WHETHER THE WORK ® d e ' © I ® :i UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY REQU RING SPECIAL INSPECTION WAS, TO THE BEST OF THEC3� 8 \ _ _ _ _1 I _. _1 I I I I I THE STRUCTURAL ENGINEER. INSPECTORS KNOWLEDGE, IN CONFORMANCE WITH THE .� _ _ _ 5) LAP ALL BARS A MINIMUM OF 36 DIAMETERS IN CONCRETE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE 'a' , , Anchorage to Concrete: WORKMANSHP PROVISIONS OF THE GOVERNING CODE: P. . 1) MATERIALS: Fy psi Fu psi D) THE TERM"CONTINUOUS", AS STATED ABOVE, SHALL MEAN THE 142 , ' - Cast Anchors: F1554 Grade 36 Galvanized 36,000 58,000 SPECIAL INSPECTOR IS ON THE SITE AND IN THE GENERAL AREA, Anchors(10 be welder F1554 Grade 55-S1 55,000 75,000 AT ALL TIMES;_OBSERVINGTHE WORK REQUIRING SPECIAL INSPECTION. , Adhesive Anchors: Simpson SET-XP Epoxy Adhesive (Installed temp. above 50 deg.) (E) 4x4 1 (If Used) F1554 Grade 36 Galvanized 36,000 58,000 1 (Continuous Special Inspection Required) P05T, 2) CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH TMP' I - ' AT THE TIME OF ANCHOR INSTALLATION OF 2,500 PSI. i rt I I I ° I I o n I I 3) ANCHOR BOLTS SHALL HAVE EMBEDMENT DEPTHS AS'NOTED ON THE PLANS' \ I I I I I ( ( 0 WITH A MINIMUM OF T AND SHALL BE GALVANIZED. 4) FOUNDCO WITHINA121ON VENTS ARE NOT ALLOWED'' OF HOLDOWN ANCHORS UNLESS I SPECIFICALLY NOTED ON PLANS' I -'�''N 6"OF SILL ANCHORS OR ��' P. '�♦ P. Lij > J N Concrete: � a 1) MATERIALS: fc' psi Ng NIU Retaining/Foundation Walls 2500 f—4'-2 " / 41-0" ,' 4'-O"- ,' 4'-0" ,' 4'-0" -' L......_....... .................. .................. Foundations, Interior Slabs: 2500 Q Ca N.. Cementitious Non-shrink Grout 5000 \ 4 \ 2) CONCRETE, FORMS, MIXING, PLACING AND CURING SHALL CONFORM TOW T 11 V♦ ACI MANUAL OF CONCRETE PRACTICE, AND ITS SPECIFICATIONS. 3) AIR ENTRAINED CONCRETE SHALL MEET THE REQUIREMENTS OF I 1 I I I i ......i I f: ler AC1 318 SECTION 4.4 4) ALL CEMENTITIOUS NONSHRINK GROUT SHALL CONFORM TO ASTM C1107, W GRADE A AND CRD-C621, CORPS OF ENGINEERS "SPECIFICATIONS FOR O NONSHRINK GROUT. ; H 1 Structural Steel: --� •+ 1) MATERIALS: Fy psi Fu psi FOUNDATION PLAN 0 0 Structural Shapes A36 36,000 58,000 Structural Plates A36 36,000 58,000 SCALE: 1/4" = I'-O" Bolts: A307, Grade A, (Headed) Galvanized 35,000 60,000 (r) Welding: E70 XX Electrodes 60,000 72,000 (All welding to be in conformance with AWS D1.1 and requires special inspection.) ' ^ 2) ALL FABRICATION, ERECTION, IDENTIFICATION AND PAINTING OF PAD FOOTINGS L� J STRUCTURAL STEEL SHALL CONFORM TO AISC SPECIFICATIONS. TYP. SILL PLATE AND 0 d" 0 3) ALL WELDING SHALL BE MADE BY CERTIFIED WELDERS AND ANCHOR BOLTS. SEE PLANS MARKWIDTH LENGTH THICKNESS REINFORCING AT BOTTOMIN^ , SHALL CONFORM TO AWS SPECIFICATIONS. (E) 2x TYP. 5TUD HALL FOR SIZE AND SPACING �� 4) BOLTS SHALL BE SEMI-FINISHED MACHINE BOLTS UNLESS NOTED N--w/ (2) 2x AT WINDOW 48• 23" 23" 8" EXISTING Elam OTHERWISE AND SHALL BE GALVANIZED WHERE EXPOSED TO WEATHER. JAMBS, MIN. N 5) STEEL TO STEEL BOLTED CONNECTIONS TO BE BEARING TYPE CONNECTIONS, TOP OF 'r 4'-O" MIN. SHEAR WALL AND 012" 12" 10" -- V.".USING A325 BOLTS, UNLESS OTHERWISE NOTED. ALL BOLTS SHALL BE (E) FLOORING STEM HALL 41 STUDS - SEE PLAN - TIGHTENED TO A MINUMUM SNUG-TIGHT CONDITION. SHEARWALL SHEATHING -'"1"' - - • I I I I I I I - 6) ALL STRUCTURAL STEEL SHALL BE DELIVERED WITH A MINIMUM OF ONEw/0.131"X2-I/2" ® b", MIN-\ I I I I I I I I I SHOP COAT OF PRIMER AND ONE FINISH COAT. TOUCH UP ALL FIELD L. WELDING WITH ZINC-RICH PRIMER AND ONE FINISH COAT. TOP OF Framing Lumber: (NDS-12) 6" PONY HALL SIMPSON GRADE I 1) MATERIALS: Fla psi (E) 4x FLOOR psi Fc psi Fv psi E psi BEAM -� O Dimension Lumber (Grades as Noted on Plans): SILL ANCHOR I 1 ¢ CONTINUOUS FOOTINGS Doug Fir Larch No. 2, 2" to 4" thick 900 1350 180 1.60E+06 TOP AND 7i`�.r` �.`�� I N #4 BAR GOVT. BOTTOM OF %! ��j�p������.�,. , Doug Fir Larch No. 1, 2" to 4" thick 1000 1500 180 1.70E+06 .l ,�.�. L J L , — J1 _ _ — MARK WIDTH THICKNESS STEM HT. REINFORCING AT BOTTOM Doug Fir Larch No. 1, 5X5+ 1350 925 170 1.60E+06 FINAL GRADE = z p TOP OF STEM FOOTING Doug Fir Larch No. 2, 5X5+ 875 600 170 1.30E+06 i — — — _` 1 ° ® II"t 12" 12"± MAX EXISTING \ Plates, Blocking: Doug Fir Larch Standard Grade 575 1400 180 1.40E+06. \ r 7/,./.. /, - �j��,, , Wall Studs: Doug Fir Larch Stud Grade 900 1350 180 1.60E+06 // � —1(N) 4x ����!�������%'V\N.—_ , " , ` �,��p.��^�p�`, FNIB 18 12 O (2) #5 BARS CONTINUOUS Solid Posts: \'��/\/ � . /\� I COLUMN yl \ i`��i��!i���'`ii`���i��l; /� ✓��pi�i/ 30" 12" SEE 2/5-1 4 t t�c:T trt�`, 4X4 &4X6: DougFir Larch No. 2 900 1350 180 1.60E+06 1\� \ ��'�` 6X6: Dou Fir Larch No. 1 1350 925 170 1.60E+06 #4 BAR CONT. .(/ // ‹(\ ,\ o + 'e (3) #5 BARS CONTINUOUS 't ` l . Doug ® I6" O.G. '�\ \�//\,�/� STEM HALL REINF. o XL 2/5-2 6X6: p�� �. 2) WOOD FRAMING CONNECTORS TO BE SIMPSON OR APPROVED SUBSTITUTE'. '/ '��`'\\\j/�'\�` _ #4 VERTS PER PLANSI - ` t, I N �c/'3) NAILING OF WOOD MEMBERS SHALL COMPLY WITH SCHEDULE y//4/ �\/jam\ ° @ I8" O.G. FOOTING REINF. N L. wfi NO. 2304.9.1, 2012 I.B.C. •N\ " N�\/� p PER PLANS — _ _ r 6926 - 4) ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE NATURALLY 6" FOUNDATION./ \\ #4 DOWELS -' 1'-0" r !• 1" WALL j\ �: m , ,t fix, DURABLE OR PRESSURE TREATED IN ACCORDANCE WITH AWPA UI. �, ,L ® 18 O.G. MIN. POST SCHEDULE: ® F,G c 5) ALL FASTENERS (NAILS, SCREWS, BOLTS) IN CONTACT WITH PRESSURE \/\ y /�� • w/6" HOOK 4,� "& }..9 200 �'� TREATED WOOD SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL, (2) #4 BAR CONT. \ /� �; a #4 DIAGONAL ° /T \6 � �\ 226 (2) 2 X 6 DF #2 (TYP.) R/ S. WP Plywood: (APA Rated) BOTTOM OF STEM \/\//�/\ AS SHOWN 1) MATERIALS: VI °326 (3) 2 X 6 DF #2 ,III., / jRoof: 1/2" Rated Sheathing (15/32" Minimum.) Exp. 1 Span 32/16 ,\,/;> j 4 SIMPSON [IxVITIRES: ‘/ � / 18Walls: 7116"' Rated Sheathm Ex . 1 San 24/16 #4 BAR CONT. \ \�\ �A`w N 05TEPPED WALL FOUNDATION P44 4 X 4 DF #2 0 9 p p " ��/\OSB substitution allowed with equivalent rating. ® 18 O.G. \ ��\�� .�{� SGALE: 1/2" = I'-O" Scale AS NOTED ` //may/ �!`J/moi/ P46 4 X 6 DF #2 2) ALL PLYWOOD TO BE APA RATED °p • a • /�\ \/� �\��� Drawn By JJB 3) OSB MAY BE SUBSTITUTED FOR PLYWOOD WITH EQUIVALENT �\�/ a .4 • 4 a d �/\ �� <\� \\ P66 6 X 6 DF #I El GRADE AND SPAN RATING '/ • ,/ 0 \ Checked DSW 4) PLYWOOD SHALL BE INSTALLED SO THAT NO SECTIONS ARE LESS THAN •' 'Zm v • Date 7/ 17/ 17 1`-0" IN WIDTH. \\i' ' \\ \j\``�\\Y\\"' \ FOUNDATION DRAIN '\ s\ ��\, <%( /, A / 3" Job # 17 118.3 5) PLYWOOD SHALL BE INSTALLED WITH THE PROPER EXPANSION SPACINGS 4"4 PERF PIPE SEE GLR BETWEEN SHEETS PER APA RECOMMENDATIONS. DRAIN TO DAYLIGHT PLANS 96R11:7 I FOUNDATION DETAIL Sheet # SCALE: 3/4" = 1'-0" t- _ ,.:. s i fi n(E) ROOFING F- ILt iti A j �_ Cw ROOFING (E) 2x ROOF FLOOR FRAMING p . RAFTERS, TYP. \ 1st PT 6x8 SILL BLOCKING '� O �=-...._.--,--j,. SIMPSON MASAP @ 48" 0.G., MAX. .> W I ` F.F. ;— Ii \ J #4 VERTS REBAR (nu) E \ (E) 2x ROOF _ � ___-_ ® 18 — • - RAFTERS, TMP. I ZI p _ O G I (I)#4 CONT. : cn z LEVEL FINISH 1 GRADE \ _I r _ '~ i ____ #4 HORIZ '�����►�`.. FREE DRAINING COMPACTED® 18" O.G. FILL I I I EXISTING _ It 0 I I _ I WINDOW, TYP. Q 6" GONG. -K I I (E) EXTERIOR WALL 311 2x STUD �- - _ f--- #4 DOWELS "�� GLR EXISTING WALL, TMP' (E) 2x T46 DEQ, ING " . ° 4"�4) PERF. PIPE IN Z WINDOW, TYP. w/ FLOORING ® 18 0.\� , (2) #5 8 X 8 CRUSHED m (E) EXTERIOR I I • ROCK POCKET. 2x STUD �' - z CONT. DRAIN TO DAYLIGHT WALL, TMP. 1 1 1 1 I I I 1 1 I 1 �1 ti , ,, (E) 2x T46 D :ING \ o g I ;*4 .. #4 X 26" LONG r HI FLOORING \.....(E) 2x FLOOR ."' \ ` '� 11211 \ \ v Z o w \ JO 1ST, TMP. ' r 4A4 0 2 N '^ 1 ()Lou1/4, , 3. ,��!, GLR fu z cn N t, 1 ,( 1 1 [ ) i 1 I 1 X o N i \ TYP. I GLR , .. ••..• \ W E �_ �` ( ) ckti o ; (E) 2x FLOOR 5 #4 CONT. V JOIST, TYP. I 311 �, nh,, J 81_011 I 1 - o EQ.-/6"/-EQ. 3 �I'' w 2 C° TMP. i i - GLR SEE GLR z o`ro I-- PLANS �,, i �n I i (..EXISTING i Q WINDOW, TYP. 2 o HALL ©NOT USED E) EXTERIOR SCALE: /2 1-0 ®SCALE: 1/2" 1-O -.� �-._-�..�_ .. ................ ..._.................................... .............. _ DE51 RED 2x STUD EXISTING (E) 2x TSG DECKING EXTERIOR WALL, TYP. \ WINDOW, TYP. 7--w/ FLOORING GRADE (E) EXTERIOR ,:i ,,.ii :;i . \ 2x STUD ��' (E) 2x TSG D G ING �� i `I I I w ., 7---w/ FLOORING WALL, TMP' 3i II \ I — - - - i \ 41_0" \ ,-,.\ 1 (E) 4x FLOOR ' I I TYP. ,, 1\ i 1 BEAMS, TYP. I j i (E) 6" GONG. ' N f"\\ I,` P' f'-' i I - STEMWALL 1 ' (E) 4x LOOR = 41_011 i i i— '� vt 1__- m BEAM TYP. I I -1-11 - (E) 4 P05T, I (E) II" WIDE GONG ' i x I I IE TMP TMP. I i f I FOOTING, TMP. I 4-1 Ii - tl -- II ( — I - I - � -! � - � c7 ,� o _ (E) 4x r L_.; 1 NI 1_____-I -----J ______I \ 0 . I I , \ I 1 - I 1/\POST, ---- m i ___ 1 TYP. \ 1 D•SIREDLij > Cr) 11 Q E 4 RIOR 1 I _J ^' in it G; • PE 0 —1 ` \ 1 1 „.(g..\ _.__ __ _ .0 < Ca " ' <— i I_ C. ...1 Cn 30" WIDE FOOTING w/ 6" STEM WALL, TYP. 1:1 1„ .„111 cut < i GRO55 SECTION @ NEW HALL W o SCALE: 3/8" = I'-O" I. '';' Ar POST PER CD 0 [ -I PLAN BEARING (2) #4 REBAR ON SOLE PLATE HOEDOWN STRAP C) 00 Ct t: N I IN STEMWALL PER PLANS, � Q EPDXY EMBED 4" LSTA3O MINIMUM lie /..,.... .. EXTEND 18" SOLE PLATE 0 wi- (9 � PER SCHEDULE � ►N NEW FNDN. �\; o N AND REINF. ` ' , PER PLAN : • • EXISTING RIM/BAND 4. H CN 1— ' • FOUNDATION •\ JOIST ANCHOR BOLT: N. — — — +d. DOUBLE TOP I/2"4), 5/8(P" OR 3/4(P" Timm \' PLATE WALL TOP 0 REINFORCING 211 211 11 .1' II � � 11111 MIN. mil MIN. PLAN VIEW '411 MLEIMMIIIIII_N II, POSTPLAN PER F- lit/ (2) #3 HAIRPINS •o �2 2119 2II• r-le/''� T . .YPICAL IN-WALL POST AT FLOOR • •'; • II MAX. mMAX. NEW EXISTING . POST PER PLAN , . • s MIN. " X 2" X 2" BEARING ON SILL PLATE :.. .•.�4 N I ' WASHER WITH NUT ♦ 111 1#11 11: 111��.•--�.r.�-,-- l.;r�.- MIN. .. NEW FNDN. EXISTING , 11 MAX. SPRE55URE TREATED ILL PLATE: Q'. k t ° MIN. MIN. AND REINF. a °. FOUNDATION `� ikkIlli 1i" MIN. 2X MINIMUM .. ,. • •••A 6�„ 4y Uzi,c t;,1; PER PLAN °a I'-6"IL. a 2 #4 REBAR t� • IN s \tet% „ MIN. 3"x3"x0.221" THICK • • • „Av v 1 ,V cf'ff�.,, Es a • , WASHER AT EACH BOLT ', ,: y e ,, a a . EPDXY EMBED 4” • g. a IIlk , (2) #3 HAIRPINS •• Q ' `'�+ W w a d. EXTEND 18" 4 : i i la • ► LOCATE END BOLT NOT • .. ; °*; c 8926 z, r .,.� HOEDOWN PER :' d • AlMORE THAN 12" OR LE55 ' `r GLR,\M OW''. • .rs-1 PLAN a E_=' .. 1 THAN CO BOLT DIAMETERS © , 1��' . 1'-6 4 -0.1 ��.•,0•• a • d . • e FROM EACH END OF PIECE 2'/ �ZY EG t* G• F �' • � ' �� '.`` BOLT EMBEDMENT PER ° OR LESS THAN (15) BOLT T6, S WO SCHEDULE,1" MINIMUM • a DIAMETERS FROM END OF CONCRETE. MINIMUM ANCHOR BOLT: (2) BOLTS PER PIECE 6 ANCHOR RE I NFORG I NS I N 6" STEM WALL SEE PLANS FOR BOLT �����_1 t�X``S: 64�� .�g 4 NEW/EXISTING FOUNDATION CONNECTION SIZE AND SPACING 5-2 SCALE: I" = 1'-011 Scales NOTED 5-2 SCALE: 3/4" = 1'-0" (1/2"4' @ 36" O.G. MIN) Drawn By JJB 05 -TYPICAL SILL Checked DSW 5-2 SCALE: I" = 1'-0" Date 7/ 1 7/ 1 7 Job # 171 15.3 Sheet # 1, 2 R - ® A SIMPSON ©© 6ee ©® t , \ 1 , , ! t , 2 2 ®® 5-2 ®® c HDU5, TYP. 21'-O" / 21'-0" / O rrr r l r- 4'-O" -1 POST LOADS @ r-1 1 r -1 r-I -1 r-1 r 1 r-i t .> W L 1 Lai L MAX• L J THE CORNERS OF LTJ •I L J L J r_5 L L J L (I� FOOTING L\ 1 ,, 1 ■_ ___V ■ )„_1(WINDOWS ABOVE ■ I ■ ■ ■ 41:, ■ ■ �� „.,..____ _,_ ____ _ , ,, _ ______...,.... .....___ \ 0 tllo I I- ,_ _:,„,..„..,,,..., : ,...„ .._ ,.....,....._ FNI8 : . . . . I I I 0 1 I I CO R_ -1 r I r r4.1.1 IIIIII/I 1111111$111111111111 11111111 I 11111 Ail 'P+ III�Ij illiiiiiiin IIIII„„,1 IIIIIIIIIII „„i or ��llllllll� „„, __ _____ , , , . _ I SII III illi ,,,A IJ I„,1„I� rail 'r ! , i I ! p \ to LJ Q L__ (N) 4 J LJ J L L_I LJ L -OST, LJ. IL `" r- ----_ ---r t . P05 , (II, iii I _ *k o T -- -- - (E) 4x - TYP: -- 1 I _ I I■ I 1 rowr� 30 30„ ro�1 BEAM, r BEAM r r r ® 1 I I L°J L° °JTYP. L J 'LJ L�J L09 i I 1 _ x12" THICK, l2"x12"x10" TYP. _ 1DED GONG. THICK CONG. ® ® ® 12"x12"x10" , 0TING, TYP. THICK GONG.' 1® z PAD w/4X4 PAD w/4X4 ., 8. POST, TYP POST, TYP ' '� \ '� "� O C7 0 LI I I I 1 I r I I I 1 I I - I II I I P. I I I ' \ s4c \ V i h 1 1 1 1 I I C2) i 1 ,l A W A I I &'-0n N j � I TYP. '� Q w � o� ! 1 1 1 i ' r ...� , - i V UEtci , q E 0 - _ i I I _...._ I ! I —' o cD (E) (2) 4x8 - " Q : = ® w 8-O I � _ 1 I o v ! (E) 4x6 BEAM ®r (E) 4x6 I I 'I TYP. 'I I ,- I a, A J - • (E) 4x8 POST SHARED (E) 4x& POST -_ ----- L. r- - N = LO BEAM, ® BEAM WALL @ BEAM _ BEAM, i I I ! _ m = SPLICE ♦ /TYP. SPLICE i 1 _ Q m m TYP. OI I I I P. I m , 3 \ I I i .. - -- __.___ ! !___ _..- .___ .._ f I1 _._... I ! L..___ 1 G. , , I TYP. i (' 1 (1r1 P,r1 rut is i !\ 1 I I ! I I a — 4'-0"—... _.._ 1 _ ,� a� • , in , \ R i I I -74 / I TYP. ' i I' i',. I ! I i 1 =r t. (E) 4x4 (E) 4x4 ( r Y '`. j` I I (; /.......icy• I I N POST, POST, elfr ! !` = I i I � I— ____ ___. ___. .___ I--t�� ____ - r I I I 'n �` u�-___ TYP. TYP. co I MSRD GRADE 1 1 1 __1__ , i I I ! �- - _ ! I TYP. - II I .'.- ; H1 0 \ CI C — — — — — , _, (E) 30x30x12 ( ____ ____ __ _i — — — ��GRAGK I !- _ -� I I P. G. ♦ ._..:tv- I m / CONcFOOTIN&S I - _� I . i I \ , r LLI > CO : P. P (...) .1 C\I ;f—4'-2 " 4:-0�� 4'-0" 4'-0" 4'-0" I i.._..... CO I ..... 0 < l '' . \ \ , -____ _ Q Et .1 c3) T i I ® I I ® J I I 1 I I Ct GROSS SECTION @ EXISTING WALL L.L. SCALE: 3/8" = I'-O" W r �! r r �1 = O 5 L _1 L J L®J DEMO\CONSTRUCTION PLAN 0 0 SCALE: 1/4" = I'-0" PAD FOOTINGS ( ii. [---2 " --�— �' I� 4� i 1/ (/) fl < Lr) < I 1,1/ II \ 1 (E) 2x TYP. STUD WALL I !'t .\ _ Gbx8.2 CONNECTOR w/ _, ,(EEEE) 2x TYP. STUD WALL I 1 II MARK WIDTH LENGTH THICKNESS REINFORCING AT BOTTOM 1 1' 1t� " (8)Y4"4'x3" SIMPSON �- I w/ (2) 2x ATi WINDOW C9 CD \ + .�cv � w/ (2) 2x AT WINDOW i j �. i+l Y4 �x3 SIMPSON '' ' I Gbx8.2 CONNECTOR w/ I + I I 5D5 SCREWS SDS SCREWS, MIN. -' - ' JAMBS, MIN. ' it 23" 23" 8" EXISTING ' ' ' + + . ,..,. I I --+ JAMBS, MIN. - F." (8)Y4"�x3" SIMPSON �--- - ' ' Y4"Ox3",SIMPSON �` - _7 i ( Gbx CONNECTOR L2x2xi"x •_. ' i i i 1 SDS SCREWS, MIN. lib ..� 5D5 SCREWS - I I '++I „ 12" 12" l0" -- I I I 3/16V I q" LONG I (16)Y4"cPx3" SIMPSON I ' ' I 6.. 2" N ® Gbx CONNE�TOR + 1/8W I I I �--- ,,8, \, 1,41 „ I I SD5 SCREWS, MIN. i ax CONNECTOR ern, ` JIL 1 +I I _ __ — _ L2x2x x q" LONG (E) FLOORING Jr - - CONNECTIONANGLEO ... _ + + + + d \/ I ( -I. 6" Cbx8.2 CONNECTOR w/ _`,ry C = I =- - (8)Y4"�x3" SIMPSON! - .� i i H.............: I• I TYP. (2) 2x4 �v - TYP. _ . L-1 '_„>>1 1 1 SDS SCREWS MIN. - Y4 wx3 SIMPSON ;- _ I I,I I �`r "MIN / SD5 SCREWS i SHORING (E) 4x FLOOR 2 . MAX. CONTINUOUS FOOTINGS , BY �: 3 MAX BEAM -b” ' X MARK WIDTH THICKNESS STEM HT. REINFORCING AT BOTTOM 4-0X OTHERS i MAX. I / 2-6 " 8' ® " 12"± 4'-5 "± f ! i (E) 4x ADD FLR %J IIt 12" MAX EXISTING i i I I I I SUPPORT BEAM ) \ (E) FOUNDATION f---- I _ I . AT SPECIFIC IWALL I f178) 18" 12" 0 (2) #5 BARS CONTINUOUS ; LOCATIONS I FINAL GRADE • . I iI rc \ /SEE 2/5-1 1 a• 30" 12" (3) #5 BARS CONTINUOUS __ _ . - - _ _ __ 2/5-2 __ __ SHORING, BY -, u rT t� ` SOIL GUT @ 6" FOUNDATION '' j ' OTHERS c� - TEMP. SUPPORTS IWALL SHORING, BY \ �� p ® �C N d f OTHERS �,f �.. I a SHORING, BY / 2'-6" A . 8926 fr— r Q � j VERIFY OTHERS 6" FOUNDATION �r/' SOIL GUT I 1 ! WALL ! ; / ,��� (BEYOND) ! I I I 777/. o� ,� 1 , I , \(-- i E) 30"x30" I • i �/ �Y q 2� C?� I I ` ADDED GONG. FINAL GRADE I i \ I ' \ I I I � S. j IF0OTING, 1YP. ..__... __........ ....... .. i ___ / `� i ' S I _ [ L . a ( SOIL GUT @ j \ I I \ I TEMP. SUPPORTS i r....._ ...._...._i............. I Scale AS NOTED � \ I a .a a . I ; --I� Drawn By JJB I C I NOTES: ALL SHORING AND BRACING DURING CONSTRUCTIONI I Checked DSW IS THE RESPONSIBILITY OF THE CONTRACTOR. PER CLIENT I �- NEW FOUNDATION WALL - CORNER BRACING Date 7/ 17/ 17 REQUEST, CUSTOM BRACKETS SHOWN ON THIS SHEET WERE I'-o" J' PER PLANS ,!' SCALE: 3/4" = I'-0" Job # 17 118.3 _ DESIGNED TO FACILITATE LOAD TRANSFER FROM THE ONEW FOUNDAWALL - BRACING BUILDING FRAMING TO CONTRACTORS DESIGNED SHORING. Sheet # e : TiON S mim 3 11