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HomeMy WebLinkAboutB18-0198_REV1 Approved Plans_1538433519.pdf li,Iti OF go re .15 17'-31/2" 9'-0" 4'-11)/2" 27'-11%2" �63'-5" BEARING PLATE SCHEDULE N. / / b 30 5'-11)/2" 15'_0" 9'-6)/2" 4'-11)/2" 27'-11)/2" TYPE SIZE PLATE 1Q071b / 1 ,_ 8'-3" 4'-107/" 6'-13/4" '_ f' 8'-2Y2" 1❑ 5/s��x10"x0'-1O :13: 10/01/18 3 4 y 8 --- 1 8 ❑2 5/s"x512"x1'-0 I.❑•I 27/8„ 2'-11/4» 1'-33/4» » , 4 T.O.W. = 8266'-4 y ❑3 5/8 x5Y2 x1 -0 ED _ _ .O.F. = 8259'-2 T.O.W. = PER ARCH. m ® �12"[ CONC. PIER o T.O.F. = V.I.F. ® 5/8"x612"x1'-1 N T.O.W. = 8266'-4 P Q _ U ' -1 _ ' T.O.F. = 8259'-2 I _ v PER CIVIL, J 1'-11" 1'-O" PER CIVIL, D — — 1 COORD. / / �, N ,� COORD. _ w/ ARCH. / -0.1 `n 4 w/ ARCH. N T.O. SLAB /,_ / // I rn 7, Alk • S8 I T.O. SLAB > 1 I I 1 I 0" / 6 rn 1 / 1 Co V 1IK STEP- .F / Z rn S7 STEP SLAB / " c 0 N rn T T.O.F. / / rn (n rn�. y - - 1 I I I / / z X ■ % / z C = Q - — — — Ei CA) J °' o CON C. HAUNCHFA. I o STEP - 7 Y ❑3 4" CONCRETE SLAB ON 4" CLEAN / D c M PER ARCH. T.O.F. I I %y " GRAVEL BASE ON UNDISTURBED GRADE 1 1 / / / �' _ J F E OR COMPACTED STRUCTURAL FILL PER �� '� / z c ® I ® STEP V.I.F. 0 a) T.O.W. = 8266'-812 T.O.W. = 8266'-812 rn SOILS ENGINEER. REINFORCE SLAB w/ 1 1 1 / / O N T.O.W. = SLOPING PER ARCH. T.O.W. = 8263 -6 / I 6x6-W1.4xW1.4 WELDED WIRE FABRIC SLAB T.O. SLAB I T.I.W. = PER ARCH. _ T.O.F. = 8257'-4Y4 T.O.F. = 8250'-4Y4 , 1" �— T O.F. = 8259'-2 N Ln co T.O.F. = 8259'-4Y4T.O.L. = 8263 -OY4 THROUGHOUT. PROVIDE DEEP SAWN �_� � T.O.F. = 8250'-414 OR TOOLED CONTROL JOINTS © 10'-0" I I 1 / / / IC 0 in -p X o I I r _ I MAX. SPACING EA. WAY. L -I 1 ' / / / Cr °D m I I 4" CO C. 9 w IC ren � > • T J oQLi/ I I GRADE N 1 T.O.W. = 8266'-8Y2 ��` I r 1 L o I I I I T.O.F. = 8257'-414 I u) -,.; COORD. SLABLI TO.W. = PER ARCH. i / _ �,�- I T.O.F. V.I.F. / a ®•4C,46:1:444. I BLOCKOUT w/ ARCH. ' = N I I ,;-c:,,9. B3 5''Jo a ' 0 I STEP o_ m / / o 9'V 'el o � j I I T.O.F. O Q / I N N c"� 11 „ Cf) cn cn 4� �o i a m .. I I 0 8263'-514 T.O.W. = 8262'-7 STEP / fifties/ / / `� 0® �� T.O.W. = 8266'-8Y2 T.O.F. = 257 -2 T.O.F. O.W. - SLOPING PER ARCH. 0 ���° I II • 1 T.O.F. - 8260'-414 T.O. SLAB L - ®Ar °®®�®es �� I 1 ! -63/4 15'-0" 9'-0" 5'-23/4'' - - - T.O.W. = SLOPING PER ARCW. ^\� / / - Afil-T: O.F = 8259' 8 :_ I I o 1'-6Y2" 3 -7)/4 T.O.F. = 8259'-8 i 11 T.O.W. = 8263'-OY4 1 9,_05/8„ / LAIMIft , / L/ 8263'-3 ./ /T.O.W. = SLOPING PER ARCH. 09/24/2018 7. I I 1 L — IIMERIBI_ — / T.O.F. = 8260'-414 �� -03 I 1 _ \ T.O. SLAB / , �-T.O.F. = 8259'-2 ._. _ ��® 5 T.O.W. = 8263'-6 9 6 / 1 -0 I " o Sg _ E ❑ T.O.L. 8263'—OY4 D S7 i nk / I IV 6 V »3 /� .� T.O.F. 8259'-8 BM. �o"�` S9 �� C hariftesi 0 4 �� • 1 \ 0 T PKT- / I " Z i° -� 1 T.O.P. = 8262'-914 — I — IF " B = — N / / forrk iii EMMIIWM . ,—.1: I ,, --'' B c° STEP I I - T.O.W. 8262 -914 T.O.W. = 8262 -914 © / / N T.O.F. = 8260'-414 iv I I , A 1 Nom" CONCRETE SLAB ON 4" CLEAN 10 T.O.F. = 8259'-8 T.O.F. = 8259'-8 T.O.F. _�H�_ ®, GRAVEL BASE ON UNDISTURBED _ -�'-� S7 T.O.W. = 8263 -6 STEP ,01-- 111111111111111"11.- 1 N �, CONT. L4x4xY4 w/ — _ GRADE OR COMP CTED STRUCTURAL ' STEP r' = T.O.F. 5 9cS I ao I FILL PER SOILS E GINEER. REINFORCE a, `T.O.F. T.O.L. - 8263 =014 1 -HH�� o, / / /$ �x5 EXP. ANH. s T.O.F. 8259 8 8 / © 16 O.C., TYP. cv 1 SLAB w/ 6x6-W1 4xW1.4 WELDED �- 1'-4" I 1'-0" 2'-4" / / / 1 _ T.O.W. = 8274'-212 WIRE FABRIC THROUGHOUT. PROVIDE I STEP T.O.F. = 8261 -414 X I 6" / *13 2 T.O.W. = 8272'-0 , ro N T.O.F. 1Y4 TOOLED CONTROL JOINTS © �)-� . / N T.O.F. = 8259'-4Y4 N 10'-0" MAX. SPACING EA. WAY. © STEP 8 T.O.W. = 8275'-3 / 10. ,\ N1'-6" 8" T.O.W. = 8263'-014 ® SLAB ® / >/ "I 1 'ORDINATE y�� ,1. SIMPSON HDU2-SDS2.5 T.O.F. = 8262 -1014 rn �, (24 Lo 1 COUNTERFORT WALL _ T.O.F. = 8261'-414 HO DOWN AL 8263'-514 7 Ln w/ CIVIL STORM 111 I L — 00 — A �. PER ARCH T.O. SLAB 4 SEWER DRAINAGE — — — — �� T.O. SLAB 1_111 1 1 / , o, I_I �� 0 �� STEP I 1 . 6 1 i c 55/8» (V.I.F.) I I 1'-105:" STEP - '� � 8" 8» I SLAB I BM. PKT. I /�� / V 4" , , v T.O.F. N 1 -0 . 1 -1 - ® ,�'� - - „ 6 STRUCTURAL SLAB/STAIRS ON h� .N I I ' (V.I. ) �1Alk - PER ARCH. 3 , ` I 3 D L J F T.O.W. = 8275'-63/4 �� / A 11 /$ 6 FORM VOID REINF. w/ #5's © 8" O.0 20 10- 3)/4 1. T.O. SLAB 1 /4 I 2/4 001 S8 NORTH-SOUTH ( f ) & #5 s © 12 0 1 Iik\\I J S8 I T.O.F. = 8262'-i014 I O.C. EAST-WEST (�) p-i c° 12'=-2831-7"5'-41/21 '-23 I2'-83 » 10'-11Y2" 13'-9 10 II I _ O p� "cl" 4 /4 5'-0" 8'-11"CD 5 6 /4 )/4 //i I .0 \ T.O.W. = 875'-412Fimi A - I I T.O.W. = SLOPING PER ARCH. N -I a �1 I I T.O.F. = 8262'-1014 �� y SIMPSON 1 �411, „ I T.O.W. = 8283'-3 I I • la�� � HDU2-SDS2.5 �Q T.O.F. = 8262'-104 I 11 ro T.O.F. = 8262 -1014In PAL _ V _ICHOEDOWN =� © II = — A °° N 2 N I I SPREAD FOOTING SCHEDULE T.O.W. - 8272- 6 T.O.W. 8278' 10 I E ® IT.O.F. = 8262' 1014 � T.O.F. = 8262'-1014 A "I S8q `n (11) I TYPE SIZE REINFORCING N' ALI- 7 - - - I I A 2'-0 x 2'-0 x 1'-0 (3)-#5's x 1'-6 EA. WAY CD 1 ° ►, T ►e U H 0 -- 0 ® + B 2'-6 x 2'-6 x 1'-0 (3)-#5's x 2'-0 EA. WAY o, COORDINATE I S9 °� 1❑ N I �� cep 0 COUNTERFORT WALL " I 11 I C 3'-0 x 3'-0 x 1'-0 (4)-#5's x 2'-6 EA. WAY w/ CIVIL STORM I 23/4„ 21/2» 13/4" 1 -4' N I l'-o" -,1- 2,-4„ SEWER DRAINAGE 1'-6 ' I 1I F - I D 3'-6 x 3'-6 x 1'-0 (4) #5 s x 3'-0 EA. WAY rL /4 4'-11" 8'-11" 3Y4 A T.O.W. 8289 0 1 I I E 4'-0 x 4'-0 x 1'-0 (5)-#5's x 3'-6 EA. WAY 8" I I I I I I T.O.W. = 8287'-113/8 T.O.F. = 8262'-10Y4 \ I I I F 4'-6 x 4'-6 x 1'-0 (5)-#5's x 4'-0 EA. WAY I T.O.W. - 8280'-7 STEP STEP FTG. 0 SHOWER T.O.F.. 8262'-1014 7'-0 II T.O.F. = 8262'-1014 I �� I SLAB AS NECESSARY, TYP. STEP 18288'-6 r j cj f © T.O.W. = 829O'-2 r7 S SLAB 1 I T.O. SLAB iv U :� I I I T.O.W. 8289=0 > I o ® \ PER ARCH. T.O.L. = 8287'-53/8 ° S8 T.O.F. 8262' 1014 / PER ARCH. //A T.O. SLAB I IT.O.F. = 8262 -1014 o " _ 0 // 4 T.O. SLAB I „ V , 6" STRUCTURAL SLAB ON 4" FORM T ,_ 2'-3" o o S7 J o7,, , _ 7,1 I o 10 VOID REINF. w/ #5's © 16" O.C. 1 I 1 ___I L� J ' �I EA. WAY CENTERED IN SLAB _I ..1 4 l< 0 4)/2" 7%2" 7 7)/2" - CONT. L4x4xY4 w/ %"0x5" EXP. ANCH.'s - - - - �� - - - - - - - M- - 11 / © 16" O.C., TYP. - J designed by NJR/MTN )/2» _ = U y AFS I " T:O:W, = 8287'-93/4 / 1 -9 4 -0_ N N drawn b o SEE SHEET S2B FOR checked b T.O.W. = 8286'-512 cD -TOL = 8287'-712 II I T.O.W. = :2278971-57 IISHORINGWALL & y TDH IT.O.F. X262-10Y� �" BM. PKT. T.O.F. = T.O.F. = 8262'-1014 V,, � � � `�� I � y � It 1 � N � DRIVEWAY INFO. issued Ir MIi L _ + - - ,- - / NORTH T.O.W. = 8287'-93/4 _ _ 'm' ► DEPRESS T.O. . O _ T.O.L. = 8287'-53/8 �� �° I■ ' _ - BRG.-�1�LF. ' — � — 7 .0 3 — — - - rOUNDATION PLAN SCALE. 1 /4 1 0 :,,,�� " Hwy"vv�����,,. PERMIT 04/20/18 T.O.F. = 8262'-10Y4 II 5 -0 • I - III SEE DETL. 1/ T.O.BM. = 8287'-23/4 1 ' I "� ' 3 PLAN NOTES , CD #1 09/24/18 SLAB EDGE 'in N 4" I 8'-6" 4" 1 B.O.BM. = 8283 -2/4 II 1 11 I �� N 1'-0" 8288 -3 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: T.O.W.=TOP OF CONCRETE T.O.W. = 8287 0 I I 1 T.O. SLABI WALL, T.O.BM.=TOP OF CONCRETE GRADE BEAM, B.O.BM.=BOTTOM OF CONCRETE GRADE BEAM, T.O.P.= T.O.F. = 8279'-Of 1 TOP OF CONCRETE PIER & T.O.F.=TOP OF CONCRETE FOOTING. THESE ELEVATIONS RELATE TO ACTUAL • T.O.W. - 8289'-8 1 SITE ELEVATIONS. T.O.W. = 8289'-8 T.O.F. 8279'-O± 4" MAX. STONE & MORTAR TOPPING T.O.F. = 8279'-0f II • \- HT.O.W. = 8283'-5 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT ON STRUCTURAL SLABS. TOPPING LESS T.O.F. = 8279'-0t DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. THAN 4 MAY REQUIRE TRENCH DRAINS CONT. L4x4xY4 w/ oOri STEP A©11 0 1 / TO PENETRATE STRUCTURAL SLAB. 5/s"0x5" EXP. ANCH.'s I B.O.W. li Sg I I SEE SHEET S26 FOR CONTACT ENGR. FOR MORE INFO. © 16" O.C., TYP. '� © , "' N V SHORING WALL & 3. STEPS IN TOP OF CONCRETE WALL INDICATED: ® 1 0/2111.11- DRIVEWAY INFO. 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS 6" STRUCTURAL SLAB ON 4" I 6 o T.O.BM. = 8288'-11 sheet FORM VOID REINF. w/ #5's © i� I 8289'-83/8 �® �° B.O.BM. = 8284'-2 NOTED OTHERWISE. 16" O.C. EA. WAY CENTERED T.O. SLAB 1j 2'-534 9'-2)/4" 7'-5)/4" V-10)/2" o p IN SLAB (V.I.F.) + / 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" THICK x 16" WIDE ( ' /� UNLESS NOTED OTHERWISE. 3'-107/8" 12'-4Y2" 4'-11" I 18'-0" 4" 4'-113/4" 3'-8Y2" 18'-6" 3'-3" 3 -5)/2 -/ / CONC. FTG.: 2'-0x3'-0x1'-0 / 1 6. ALL OPENINGS AND STEPS IN CONCRETE WALLS SHALL BE VERIFIED w/ ARCHITECT AND CONTRACTOR. 3'-8" 17'-3)/2„ 9'-6Y2" w/ #5's © 12" O.C. EA. WAY 32'-11" / 7. POSTS FROM ABOVE ARE INDICATED: N JOB #1 801 — 03 STEEL COLUMNS FROM ABOVE ARE INDICATED: ❑ 63'-5" / 8. DO NOT SCALE DRAWINGS. 0 CF 4, z,v„:,. I I _, 1 . ,_ , , I- -Lii 0 1 1 / , -, I-4. V N. tk/ ;\ 0J I I- -I _ _1 I- 1 7 / 11120YO 15' / 10/01/18 p — — — — — — — — / / T.O.S. = 8262'-Of 1 / B.O.S. = 8258'-2 1 Li / / 1 1 , r _ _ Z - - � I / - - - _ _I I 1 1 / / T.O.S. = SLOPING D - o- r - �j - - - - - - - - B.O.S. = 8258'-2 _ N - t ,_ a, ,N L _ - J 7 E' I I I / / 0 ® ffl — — T.O.W. = 8266'-8Y2 1 1 / / / T.O.W. = PER ARCH. z o T.O.S. = 8265'-9Y2± 1 T.O.F. = 8257'-4Y4 I I / •- _ T.O.F. = 8259'-2 rn B.O.S. = 8261'-4 � - / X I I r 1 / Q . QLai 7 II r L J \ I I T.O.W. = 8266'=8Y2 / T.O.S. = 8266'-Of I I I I T.O.F. 8257'-4-Y4 1 / /` /' B.O.S. = 8258'-2 z I I / o T.O.W. = SLOPING PER ARCH. I I , I / / T.O.F. = 8259'-4Y4 I II / E 5 ao I o0 I / l� APPROX. LOCATION OF a�- U m � I I I T.O.W. = 8266'-8Y2 ftiess / illissei / SHORING WALL BY OTHERS o - T.O.S. SLOPING I T.O.F. = 8260'-4Y4 L - ifti/i / \ a B.O.S. = 8261'-4 I I J / / I I 1 =/ / I I r T.O.W. = 8263'-OY4 / l �,�.- „` 1 w9®gy4mP I I Z_ ✓✓// T.O.F. 8260 4Y4 / , • T.O.S. = SLOPING 7 e I I 6 DWL. CONC. FTG. TO SHORIING WALL / B.O.S. = 8258'-2 <, o., ®� ��0® I S9 El �� I I (BY OTHERS) w/ (2)-#5 DWLS x FULL / ? d �� tl P II-i_ WIDTH EPDXIED INTO 3%"ox4" HOLES © I AIIIIIIIIIIIMIF / / � .T.O.S. - 8269'-Of I I _T T.O.W. = SLOPING PER ARCH. °n:C 3 41 I � 2 -O16 O.0 (ONE © TOP & BOT.) / o®B.O.S. = 8261 -4 I I 1 0 1 / / T.O.F. = 8259 -2 :�®���®"®es ���• I t� I I .yI - - ❑ - C N _ / e � I #5 DWLS x � © 12" O.C. (MATCH T.O.S. = SLOPING II II L � HORIZ.'s IN WALL, L I I // 09/24/2018 B.O.S. 8261'-4 ALT. DIRECTION) T.O.S. = 8270'-5± I If T.O.P. = 8262'=9Y4 — \ / / B.O.S. = 8258'-0± T.O.F. 8260'-4Y4 I B.O.S. / = 8261'-4 \I / I I — — I T.O.W. = 8274'-2Y2 1 / / T.O.S. - SLOPING0 I T.O.F. 8261'-4Y4 I I I / \ / / B.O.S. = 8258'-2 T.O.W. = 8272'-0 I f I 2'-0 I / / T.O.F. = 8259'-4Y4 I I o / / T.O.F. = 8261''4YY4 J L N ----- T.O.S.= = 88227528:'-22± 272'-Of APPROX. LOCATION I I 1 1 #5 DWLS xI H _ OF SHORING WALL \� 1 B.O.S. - 8258 2 I I I LH © 8" O.C. (MATCH ,#-- BY BY OTHERS I �� I HORIZ.'s IN WALL, I - ___. -- \ 1 ALT. DIRECTION) / T.O.S. = SLOPING 0 APPROX. LOCATION OF I I 1 / 6 B.O.S. = SLOPING k 8"x8" BLOCKOUT FOR I I I I 1I / \ S8 STORM LINE, TYP. I I T ® L � I i I 1 I I T.O.W. = SLOPING PER ARCH. T.O.S. = SLOPING J T.O.W. = 8275'-63/4 I T.O.F. = 8262'-10Y4 B.O.S. = SLOPING I I ® T.O.F. = 8262'-10Y4 i II I �, (24 1LL //// I T.O.S. = 8273'-6± 4 T.O.W. = 8272'-6 I \ T.O.W. = 8275'-4Y2 II I B.O.S. = 8261'-10 I � � ��/ T.O.F. 8262 10Y4 ®z I ® I I T.O.F. = 8262 -10Y4 . ij i L I I I � I L_ J � � T.O.W. = 8283'-3 I T.O.S. = 8274'-Of 1 I T.O.W. = 8278'-10 T.O.F. = 8262'-10Y4 H I B.O.S. = 8261'-10 I T.O.F. = 8262'-10Y4 I I \ APPROX. LOCATION OF s- — �� I SHORING WALL BY OTHERS Q,, I_ A — 3 I-0 �_� _ I I SHORING WALL UC.• D NORTH0 , _.7.1 �Sg/ — 1 I I j' j TH H 2 -O I T.O.S. = SLOPINGDRIVEWAY PLAN SCALE: 1 /4" = 1'-0"B.O.S. = 8261'-10 PLAN NOTES T.O.S. 8274'-0± I B.O.S. = 8261'-10 ® I I IP DWLS x IN \ CONT. L4x4xY4 (DROPPED) I I 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: © 8" O.C. (MATCH 3 I T.O.W.=TOP OF CONCRETE WALL, T.O.BM.=TOP OF CONCRETE GRADE BEAM, w/ /4"�x5Y2" EXP. ANCH.'s T.O.W. = 8289'-0 HORIZ. s IN WALL, I I B.O.BM.=BOTTOM OF CONCRETE GRADE BEAM, T.O.P.= TOP OF CONCRETE T.O.S. = SLOPING T.O.W. = 8280'-7 © 12 O.C. T.O.F. = 8262'-10Y4 ® ALT. DIRECTION) I I PIER & T.O.F.=TOP OF CONCRETE FOOTING. THESE ELEVATIONS RELATE TO B.O.S. = 8261'-10 � y j T.O.F. = 8262'-10Y4 I I T.O.W. = 8287 -113/$ T.O.BM. = 8287'-23/4 I I ACTUAL SITE ELEVATIONS. Ctz CD T.O.W. = 8287'-93/4 T.O.W. = 8290'-2 T.O.W. = 8289'-0 T.O.F. = 8262'-10Y4 B.O.BM. = 8283'-23/4 I Cep T.O.L. = 8287'-7Y2 I I I T.O.L. - 8287'-53/$ I I T.O.F. = 8262'-10Y4 T.O.W. = 8283'-5 , I T.O.S. = 8277'-Of 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL �� \ T.O.F. = 8262'-10Y4 ✓�� I BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF T.O.F. = 8262 -10Y4 � � T.O.F. = 8262'-10Y4 �� B.O.S. = 8261'-10 OVEREXCAVATION IS REQUIRED. I— 2'-I L0 ° %/ o \ 3. STEPS IN TOP OF CONCRETE WALL INDICATED: 1 T.O.S. = 8278 -Of \I_ % ^I T.O.S. = 8278 -Of — B.O.S. = 8261'-10 #5 DWLS x N I I B.O.S.. _8261 -10 I L J 1 i 1 4. CONCRETE GRADE BEAMS ARE 8" THICK UNLESS NOTED OTHERWISE. © 16" O.C. (MATCH T.O.S. = SLOPING - HORIZ.'s IN WALL, _ \ _ _ II \_ _ I I I B.O.S. = 8261'-10 5. ALL OPENINGS AND STEPS IN CONCRETE WALLS AND G q)' BEAMS SHALL U - T - 3 ALT. DIRECTION) - t - - I BE VERIFIED w/ ARCHITECT AND CONTRACTOR. t I T.O.W. = 8287 -9/4 11111A � L5) //v /T7--.\ - - - T.O.L. = 8287'-53/s / 1 I / )77 \ �- _ T.O.F. 8262'-10Y4 / —41C , SAW CUT EXSTG. I .---1‹, 6. DO NOT SCALE DRAWINGS. // = 0 // 7 \ \� M z I CONC. WALL FOR :� T.O.W. = 8287'-7 \ 1 r 8 a GRADE BM. BRG. /// 7 \ \ \\\ ---- -r - - - -L-- - - -I - � - _r_ - - - - T.O.F. = 8279 -5 /// // \ \ I I 7 in s- T.O.W. = 8286'-5Y2 \ / / STEP = S P B.O.W. & / U\ -11--------- T.O.S. 8278 -Of /// / 7/ T.O.F. = 8262'-10Y4 \ T .F. 0 SHORING // 7 /#1, \ / B.O.BM./// /// \ \ 1 1 /// // \ B.O.S. = 8261'-10 designed byN JR/M TN / / APPROX. LOCATION OF \T.O.S. = 8278'-0± / T.O.W. = 8289 -8 / \ g / / \ \ STRUCTURAL 77 /7 / SHORING WALL BY OTHERS \B.O.S. = 8261 -10 I I // / \ \ �\ T.O.F. = 8273'-0 / / SLAB EDGE I drawn by AFS / \ 77 / / 77 \ \ / \ t \ T.O.BM. = 8287'-L5 s 77 / \ //�\\ I checked by TDH 77 // T.O.W. = 8287'-0HA I % v \ \\\ B.O.BM. = 8283' 5 ` / / \ A\ //1- 7 7 / / T.O.F. = 8279'-Of �� T issued // \ \ / i 7 / T.O.BM. = SLOPING k v / / \ \ I / 7/ \ \� I / / 7 / /B.O.BM. = 8283 -23/4 // ' \ \\ \\ I PERMIT 04/20/18 i/ / EXSTG. T.O.W. = V.I.F. \ \ // / 1 // / 7 7 \ \ \ \ EXSTG. T.O.W. = V.I.F. // 7 / EXSTG. T.O.F. = VARIES \ \ \\ /i / / / T.O.BM. = 8288'-2 / -V / T.O.W. = 8283'-5 \ \ \\ EXSTG. T.O.F. = 8275'-Of I CD #1 09/24/18 / 77V\ \ � SLOPE SLAB PER � / 7B.O.BM. = 8284 -2 T.O.F. 8279 0 \ / \ \ 77 7/7// T.O.W. = 8289'-8 \ \\ I // v CIVIL ENGR., TYP. z-i / 77 - SEE DETL. 1/S8 FOR DWL INFO. 7 \ 7 / T.O.F. = 8279'-Of \ \ / / / /7 T.O.W. = 8289'-8 / 1 \ \ \ �� / \ / / T.O.F. = 8279 -0 / S8 DWL. NEW CONC. GRADE BM.'s TO \ \\ // A \ I // / SAW CUT EXSTG. CONC. \ \ — / / STRUCTURAL / 7 8 EXSTG. WALL w/ #6 DWLS x 36" WALL FOR STRUCTURAL\ \�\� \ \ _ _ I 7 / / SLAB EDGE S8 EPDXIED INTO /$"0x7" HOLES © SLAB BRG., TYP. - - -1- - - - / r �� 12" O.C, TYP. EXSTG. T.O.W. = V.I.F. \� - - - - - - / 8" STRUCTURAL SLAB ON 4" FORM VOID. & CONTACT ENGR. �� — / / / EXSTG. T.O.F. = VARIES — — —, / / REINF. SLAB w/ #6's © 10" O.C. /\ T.O.BM. = 8288'-111 T.O.BM. = 8288'-11 /// NORTH-SOUTH ( ^I' ) & #5's © 10" O.C. 4" MAX. STONE & MORTAR TOPPING 5" CONCRETE SLAB (NONSTRUCTURAL) ON 4" CLEAN ,I <�\ — B.O.BM. = 8284'-2 B.O.BM. = 8284'-2 \ EAST-WEST (-7) (5'-0 MAX. CLR. SPAN). ON STRUCTURAL SLABS. TOPPING LESS GRAVEL BASE ON UNDISTURBED GRADE OR sheet THAN 4" MAY REQUIRE TRENCH DRAINS COMPACTED STRUCTURAL FILL PER SOILS ENGINEER. , SAW CUT EXSTG. CONC. TO PENETRATE STRUCTURAL SLAB. 16" \ — — — — — REINFORCE SLAB w/ #4 s © O.C. EA. WAY. - - -- 8289'-9 WALL FOR STRUCTURAL CONTACT ENGR. FOR MORE INFO. . ( ' ° ) -lr_ - - - -� T.O. SLAB SLAB BRG., TYP. PROVIDE 1Y4 TOOLED CONTROL JOINTS © 1 O'-0 MAX. I / ISPACING EA. WAY. j EXSTG. T.O.W. = 8293'-0 (V.I.F.) EXSTG. T.O.W. = V.I.F. I I EXSTG. T.O.F. = VARIES EXSTG. T.O.F. = 8275'-O± 'I JOB #1801 - 03 tl °F 1/4 ithallh .15 0 2'-0 CONC. WALL OR Z (2)-#6 DWLS x I GRADE BM. o © TOP, BOT. N r 31QO710 & MID-HT. (4" -- -- •••-•- - EDGE DIST.) _ 10/01/18 0 SEE DETL. 8/S8 FOR ° TYP. GRADE BM. REINF. as ♦ — - — ' �— N a° ° C rn N CD, • - � U Orn ° CONC. GRADE BM. z -0 ,0 eee --�---- 0 N a) % ADDITIONAL REINF. NOT I- 1 4" 4" SHOWN FOR CLARITY Q C' SEE PLAN8" T.O.W. /ice •• N �i��i��i\ 2x6 STUDS C� 16" O.C. w/ c \\/�\ �/ Y" PLYWD. OR OSB 7 TYPICAL CORNER BARS © GRADE BM. SCALE: 3/4" = 1'-0" z is SHEATHINGN / Y2" EXP. MAT'L, TYP. S9 0 N N co ao BRG. SADDLE: - r 0 in co Y2" x10" A.B.'s © 48" O.C. 5" CONC. SLAB PER PLAN BRG. 1 : Y2"x BM. WIDTH + Ys" x0'-10 IN CONT. TRTD. 2x6 h' 2 #5's CONT. HORIZ. © 16" O.C. x A a Q SEE PLAN HSS COL. PER PLAN w/ (2)-SIDE �' s: Y4 x6 x0 —9Y2 w/ -1-, U ov ° a = T.O. SLAB (2)-3/4 THRU-BOLTS Cr m J SEE PLAN ° _ _ \ L • Q T.O.W. '°¢ .. ' , SCREW SHEATHING TO +' L _ _ _ _ #5's VERT. © 16 0.C. o•' ' ., ° a ' ': ' 6°100 1 LVL BM. PER PLAN 4 a O\O\ r 4 '6 \/\ i�/ (1)-#5 CONT. HORIZ. 5Y4 3' ,/ 91 eaic. - - © MID-HT. � o4 ,c 'ol. 3 s,.-' 1 x11 OSB 1 Y4 e ik . t a •� z CONT. Ys /8 �� y < 0 #5 DWLS x RIM TOE-NAILED TO e TYP. mom., 5<7 , 5 s, 5„ © 32" 0.C. TOP h''s PER PLAN TT ;116:1:9421959 � � .� LVL BM. PER PLAN ' � ��� 6 � N � SHORING WALL BY ° Y2" EXP. MAT'L, TYP. ° / (1)-#5's CONT. HORIZ. OTHERS SEE PLAN • TOP & BOT. (2)-SIMPSON TS9 r CONC. SLAB PER PLAN s• • • a 1 BUILT-UP STUD PACK TWIST STRAPS 09/24/2018 - - T.O.F. _ , ; PER PLAN [(1)-EA. SIDE] ° SLOPING „ 0, A:. ° T.O. SLAB :�.,— — \ I I A a 2 SCALE: 3/4" = 1'-O" ii[' \\ PERIMETER DRAIN 3" 10" 3 S90 a \/ //4,; PER SOILS ENGINEER rvivi T U /\\jro �/ 4 SCALE: 3/4" = 1'-0" , Y2"0 THRU-BOLTS © 12" y - °° CONT. L PER SCHEDULE S9 O.C. (STAGGERED) INTO 2x NAILER t & SHEATHING CONTACT ENGR. FOR (SEE SHEET S2) 2" RETURN Y4„ V 0 ALT. CAP �' OPTION >- ° _ CAP 1 : Y2"x5"x1'-3, TYP. IF DESIRED �� . TYP. 4 o - ,,, �,,, ,,, ,, , , , , , , I ° °a DWL. CONC. WALL TO SHORING WALL (BY OTHERS) �1' 'I II ii 6 � - N 3 » CONC. COUNTERFORT w/ #5 DWLS x 11" EPDXIED INTO /4 0x4 HOLESo y STL. BM. ZSTL. BM. STL. BM. 1 #5 DWLS x 0I ° SPACED © 24" O.C. [(4)-MIN.] VERT. & 32" O.C. PER PLAN •> 0 / PER PLAN "' N .> '`�\ PER PLAN © 12" O.C. T - ALONG LENGTH OF WALL HORIZ I 1'-6 0 1Y4„ MIN. ^, y/y/y/yw ,- #5 DWLS x 2,-0 N .• 4 © 16O.C. rT ' _ (ALT. DIRECTION) 2" RETURN. I/ \ \ \�\ SHEAR �: Y4"x4"x0'-5Y2 --\ ����>/,. 1/11111111111r I w/ (2)-3/4"0 THRU-BOLTS, TYP. Y4 <2 I TYP. U.N.O. 3 I V ° \/ / STL. BM. b / /// / • � PER PLAN W o i�/i�/i�/ice/i I FDTN. WALL BOT. �j': Y2"x5"x0'-5" I ��/���/�/�/w TYP „ ® �� 1. To ,�i/�i/�i/moi/ eI TYP. U.N.O. Y4 V (4)-#5's CONT. HORIZ. DWL. CONC. COUNTERFORT TO SHORING z • ►��1 b > ��/��/vv/��. A / TOP & BOT. �I Q I r /\\/�\/�\/\ WALL (BY OTHERS) w/ #5 DWLS x 32" � � � �I / / / / EPDXIED INTO 3/4 0x4 HOLES © 12 O.C. Es TOP & BOT. R: /�\i�\i��/\ & (2)-DWLS IN FTG. Y2"x5"x0'-5 e #5 s TR A N SV. © 12 0.C. ii / i/ •• SEE PLAN \�/��/��/\�/� S ,<//x/' T.O.F. _� (4)-#5 s CONT. LONGIT. SEE PLAN cn c24 vv � a / z o �%\%\%\���� p #5's Q SHEAR �j': Y4"x3"x0'-4 Q VERT. © 16 O.C. SEE PLAN 4, _1 _1 TYP. MOMENT CONN. IN COUNTERFORT • T.O.W. V o_ FOR N-S STL BM.'s 10" 1'-0" _1 w TYP.> Y4" w ,i- n T / / V 0_ ;� Cl) U) 1'-10" �r� z 1" RETURN. z / / SEE PLAN 3/s"V 6 SCALE: 3/4" = V-0" TO.W -- STL. BM. PER PLAN (2)-#5's CONT. 4 I HORIZ. TOP & BOT. T I I 5„ 0 BRG. 1 : 5/8"x10"x0'-10 w/ MigMHSS COL. PER PLAN I I ��� TOP & BOT. F : / / -.../ (4)-5/g 0x7 EPDXY ANCH.'s Y2"x4"x0'-5 ON 1" MIN. SHIM & 2" RETURN, NON-SHRINK GROUT TYP. Y4" V ^� ° Q _\ SEE PLAN (3)-#5's VERT. © _ -� ° a c" T.O. SLAB END OF COUNTERFORT I #5's HORIZ. © 12" O.C. 0 ° _ a0 41 I 1 /� IN COUNTERFORT (MATCH '1g ■■■■i■■■■■■■■■■■■■■■■■■■.. — — .■■■■■■■■■■■■■■■■■■■■■■■■ �s =®;� SEE PLAN I I �t a HORIZ.'s IN WALL) designed by NJR/M TN So: 0 ,.. �.��' '• a T.O. PIER RIGID INSULATION i/vi/��� % '/�''/ /� (3)-#5 DWLS x �j �---- -- - o r\ r\ drawn by AFS PER ARCH. °����� °���� © END OF � 11 I I 11 I 134» 2�4„ 13/2" TD H v' I I /� COUNTERFORT V.I.F. I I I II I I #5 DWLS x 2, 0 // checked by li I 11 II © 12" O.C. E 1-00==* - ====I (ALT. DIRECTION) issued I I --- 14"95 CONC. PIER #5 DWLS x of DEPRESS T.O.W. • BRG. R PERMIT 04/20/18 II I II II© 16" O.C. Iv / II (ALT. V.I.F. II I I H SEE WALL SECTION (V.LF.) II II / FOR REINFORCING o CD #1 09/24/18 DIRECTION) II � I - — — ____ _ I ° (1)-#4 CONT. HORIZ. © TOP (2)-#5 DWLS x SHORING WALL BY II 11 II .- = \ J \ BRG. �j': % x DIM.'s SHOWN OTHERS I I I I I I I COORDINATE REINF. w/ T.O.W. y I I �` 11 I I I I I w/ (2)—Y2 0x8 TITEN HD STEP & TITEN HD SCREWS 6" SEE PLAN N E 4 ====1 —11=--=P=°ate° 4" & NON-SHRINK RINKN 1" MGROUTIN. IM o J VIII I� #4 s CONT. HORIZ. I ! i i i T.O.F. E aI-1T -L---- —a--� _e'.fk ��0 5y„ 16" O.C. IN WALL CURB o I I I I \/// /�a� 2 I t t 1 1 / /v�/% 2 T SEE SCHED. FOR REINF. �_- s--1--_= e e • • '' 12 \/ DEPRESS T.O.W. O BRG. IE .1 #4's VERT. x 4'-0 5s o EQ. EQ. 16" O.C. IN WALL CURB to v # © 16" EA. #5's © 16" EA. (V.LF.) �� _ � sheet WAY © TOP WAY © BOT. a SEE SCHED. a E 0 5 SCALE: 3/4" = 1'-0" 3 SCALE: 3/4" = 1'-0" 1 SCALE: 3/4" = 1'-0" ) o S9 S9 S9 JOB #1801 - 03