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HomeMy WebLinkAboutB18-0088_S2_1532543155.pdf iii; ille.11 m. 30A AA lap] 1116" OF 1/4 4 \ 07/25/18 0 0 © \ ,� BB A A STEP \ \\ \ 1 A \ \ \ T.O.F. / 1,...,.- - '` N \ CD to 0 / T.O.F. = 199'-5 N o� \ T.O.W. = 211'-7Y2 M. PKT. ' / 6 D ,,,),_1 °' \ T.O.L. = 210'-7 �� ♦ f Z \ T.O.F. = 199'-5 / �� \\ \ / C O rn �, �� ��i � / \ \\\ \ f / T.O.W. = 212'-0 z . x �\ / �� \ \ / T.O.F. = 202'-6 < •0 614 �\ / , / �� \ \ / cD /2, C A \ j �j j� � / BM. KT. \ \ \\ � 0 0 � � � \�'/ \2,t,:t\t\,\;:,\\\\\\\\\\:: \0) \, c- 2 ° moo� � x/��j/ �� cr U mo/ T.O.W. = 202'-6 L o -20'-11/2" 10'-1 /4" 10'-1 /4" 10'-1 /4" \ \ ( is, T.O.F. = 199'-5 �� �'„, , 3 3 3 \ \ ,�.,;` PROVIDE #3 s © 18 O.C. EA. � >R / \ WAY CENTERED IN SLAB A/� 73 „ �GA �'' A �'' \ \\ ��111••♦1••11 1 \ t� ,� 1`I• \ ( l'p �'p GG F.p cF� c \\ \ ♦♦j 1r 1�11 �v' EXSTG. FTG. ,''A A �' A �' ♦♦♦•♦♦•1 • '•Is•••♦• �;: ®- ��s,.���a T.O.W. = 212'-9 Q�� Q�� _ �—\\\ \ *41.41004,44 •.��•.,•.• �������/, \ \1, 12 TILE LOCATIONS. EXTEND REINF. �, o ��m T.O.L. = 211'-0 \ \ �. • b \ tc . 7% = ,,.„,........,00;9/”.: � T.O.F. = 207'-9 -� — — —� _ \� \\ \ 18f, BEYOND EDGE OF TILE, TYP. (5. Sit � STEP ;n \\ 11 \ � l0lV � T.O.F. BM. PKT. 1 \ �; ,6 lb( \ \ • , \ \ wv. � w.qt*-�1' E STG. FTG. �' 07/24/2018 T.O.W. = 212'-9 / L J ••4•44, 4***1♦ • \\\\ =� T.O.L. = 211'-3 T.O.W. = 211'-7Y2 I*11l�,�`��1•♦�i� E \0' \ \ \ 0 1 / T.O.F. = 199'-5 T.O.L. = 210'-7 11�i�•*V.! \ \ \ i 14'-6” jli 15'-10y4" T.O.F. = 199'-5 11'-3y8" 8'-9Yg" ���l \ pc� � \ \\\\ \ \ I �- \ \\\ \ T.O.W. = 202'-6L) I a) 1' �� / �� o D ,,* 4��% \ \ \ T.O.F. 199'-5[ DCI / T.O.W. = 211'-93/4I 1�91� �S \ Q; '1will/0j4 4 \\ \ T.O.F. = 202'-6 DD p,_:/ T.O.L. = 211' 3 \ \ `� '••1*/''i, \ \ \ \ •40.4**, 111 •,', \ L • 1, T.O.F. = 199'-5 i ,•iii .�IP-•.•� \ \ \/\ T.O.W. = 212'-6 EXSTG. FTG. '• •••/`' �' 4, A \ , o� '' 6 V.I.F. 4111v♦i �.. EXSTG. FTG. 4,1414 \ \ \ T.O.F. = 199 -5 .1 �'p°�'p� T.O.W. 212'-9 L% 14 ♦4♦v1• r- \ \. 1•♦11♦� \ STEP C' T.O.L. = 211'-3 L STEP 'oo PER ARCH. ••♦♦1•'1j \ �0 1•1s11� \ SLAB STEP •♦♦♦•x`11' -� �•s♦,♦i \ \ / \ T.O.F. A T.O.F. = 199 -5 T.O. SLAB ♦ ♦�� • �•i •c \ `oo SLAB �1•♦i♦•♦ \ ♦•iso♦♦ \ � B M. PKT -\ )( 1,-*t•�1• cr. • ,i►�s•11�,♦�!! V A 11" / �� \ 0) r,� f '� \ ►'♦ ♦� •*144.1 „ \ `�f11•11'IIw•�0�•1' \ 12 i • X 1r ET \ EXSTG. FTG. • • 1 •1 • 1♦ • / 14 N I L - LI: = - - - J ►♦�1�.�♦♦ 111 \ 2 tili p1••ii 1•••1.11 ,�,, 1 EXSTG. PER ARCH. -� .� .. rn� �s�••Is•`444• �D \ � ' ,,-- 0, \/ Lo GFTG. = aoL T.O. SLAB N -o A \ i�� -EI-3- ��14i1�i•,1i• �, J \\ \ \ ' \ CZ �� c� ������1 . "'I I •- 0 \ iis•IIi11�.. �•iis�4••1s4�•�.�•; \�� / B M. PKT. p — — Q� ri ►_♦ �►♦�♦♦� _ 199'-114 G 44401V44444Po \ ,��♦♦♦s �, 1 �•,�4,11,•1, ♦mss.. �, p�� ♦♦♦♦s T.O. SLAB •ipir,�sq X 111.1%•� ,_ 1� \ ►♦♦� /♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�/♦1 �♦♦♦���♦♦�♦�♦♦♦�� •4♦••••Ii:'44••1,•♦ .� W: 9 rT ♦ ♦ ♦� ♦ 4:._ ♦ .•♦ •i..; I♦ ♦i ♦ EXSTG. FTG. / B El 1 4�♦♦ ��i:♦D♦4i♦DD*iDDO�iO♦D♦riD�i� ►D —o �:••s .♦�..♦ lt•10 4k — / — \ — — B ♦♦♦� �♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 14 ♦4 a444.4*.♦ 1411.11 / ►♦♦♦ -♦♦♦♦_♦♦♦��♦♦�_♦♦♦��♦♦�_♦♦♦�♦♦1►�1 � .4.1,11 4 ♦•. •♦1♦ \ \ i ♦♦♦� = - EXSTG. FTG. .4,14,14♦ion 441 �Ii . \ \ \ / T.O.W. = 212'-9 ♦�♦�♦� 1'-6" 1. o �,�,♦1•11�1111•11•1♦,�� X1.1♦1!•'\ „ •11�, E , ,1'114 \ / L000= 14 11 14111 �•�' 1 1�♦ 1 1♦ 1 /,ik \ \ — — T.O.L. = 211'-3 ♦♦� •♦s••i1•1♦• �°c X1.1 �••i s•••� \ G T.O.F. = 199 -5 ♦♦♦♦♦♦ �4ii 1st f* •• r-°'_JJ 1 1 ♦�♦�♦�♦�♦�♦�s 1 , 5 _ 3 ,> \F \ ss•♦♦,••�1� \\ 1I„ `� 2 -3/8 (V.I.F.) 1 8/4 Q.I.F.) \ 414,•ss,•i4v \ \\ 512 U Tl1 1 / 1 / - '•i1•� �= '� ♦4.•��i•�!i�,�i4••�i••1% \ \\\ \1� *I 3'-73 7'-4y4" (V.I.F.) 11 „ 8'-63/8" (V.I.F.) 2 8 12 THICKENED SLAB \ -���1i r- \ �,•Ii�a♦'�ie- T4�144.6- \ O C W1// - „ T © STAIR STRINGERS •i.�s ♦► \ • . \ _� �G, (V.I.F.) 4Y4" CONCRETE SLAB ON RIGID INSULATION PER ARCH. o (V.I.F.) / \ J 0�,•IG1�1:,1��• Yz, �� \\ \\\ O ON 4" CLEAN GRAVEL BASE ON UNDISTURBED GRADE OR _ EXSTG. FTG. \ / EXSTG. .0.4••1.1.1.•` \ ,,�QG 1 , ,-co COMPACTED STRUCTURAL FILL PER SOILS ENGINEER. FTG. . •i•��i'•♦4�s \\ �\ `1� 1 REINFORCE SLAB w/ 6x6-W1.4xW1.4 WELDED WIRE FABRIC '♦�♦♦♦��♦♦�♦`�♦, T.O.W. = 1' 93/4 gM� PKT. A�i•1♦1•*0 F.D. Q� ♦♦��♦ 4. � 4� ♦ T.O.F. 199'-5 ►s �iO�iv '' i Cep O o / THROUGHOUT. PROVIDE 1" DEEP SAWN- OR TOOLED ♦1,� ♦♦♦�T.O.W. 4 4 s / �� 211'-3CONTROL JOINTS © 10 -0 MAX. SPACING EA. WAY. BM. PKT. ►:♦: \ / ��j B.O.W. \ co = 208'-0 I •♦•� - - - �� - - - = - / ' �' - - - D — - — T.O.W. = 212'-9 ♦♦ / �� T.O.W. = 211'-93/4 ►�♦i♦ J / \ \ % �� / \ T.O.L. = 211'-3 BM: PKT. T.O.W. = 211'-4►♦♦♦♦♦♦j \ / T.O.L. = PER ARCH. ►• DWL. NEW FTG. TO EXSTG. \ \ �� / \ \ T.O.F. = 199 -5 F. / T.O.F. = 199 -5 T.O.W. = 212 -9 T.O.F. = 199 -5 \ D It/ w/ (2)-#5 DWLS. 2 -8 \ \ ��� / T.O.W. = 212'-9 T.O.L. = 211'-3 3 „ „ \ / T.O.L. = 211'-3 \ \ 0 cfo. 1 - EPDXIED INTO /4 0x4 HOLES \\ \ �� / , GO °° - - - — T.O.F. = 199'-5 i - - - fl - - - - , \\ j / - T.O.F. = 199'-5 - - ZO Fi _ ,�Go h_y _1 1 11 T/ _1 \ / \ �`,, I1 LTA- •- - - - - - - - �I 11 \ / �' �' \ - - - - O.W. = 212'-9 - - - - \ O - I - - - - - - - - r J T.O.L. = 211'-3 r - - - - 0 FT.O.W. = 212'-9 T.O.F. = 199'-5 \ — 1 T.O.L. = 211'-3 designed by NJR T.O.F. = 199'-5 T.O.W. = 211'-4 \ T.O.F. = 199'-5 \ drawn by DRP N I — E checked by TDH 4 v NORTH issued J _ FOUND ATI ON P LAN SCALE: 1 /4" 1 '-0" �C \ \ = \1\ PRICING 07/20/18 PLAN NOTS ' \ � REVISED 07/24/18 \. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: T.O.W.=TOP OF CONCRETE WALL, B.O.W.=BOTTOM OF CONCRETE WALL & T.O.F.=TOP OF CONCRETE FOOTING. THESE ELEVATIONS SPREAD FOOTING SCHEDULE RELATE TO 200'-0 AS A DATUM AT THE LOWER LEVEL, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. 0 Ci 3TYPE SIZE REINFORCING 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT A 2'-0 x 2'-0 x 1'-0 #5's © 12" O.C. EA. WAY (3" CLR. FROM BOT.) DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. B 2'-6 x 2'-6 x 1'-0 #5's © 12" O.C. EA. WAY (3" CLR. FROM BOT.) 3. STEPS IN TOP OF CONCRETE WALL INDICATED: C 3'-0 x 3'-0 x 1'-4 #5's © 12" O.C. EA. WAY (3" CLR. FROM BOT.) 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS D 3'-6 x 3'-6 x 1'-4 #5's © 12" O.C. EA. WAY (3" CLR. FROM BOT.) NOTED OTHERWISE. E 4'-0 x 4'-0 x 1'-4 #5's © 12" O.C. EA. WAY (3" CLR. FROM BOT.) sheet 5. ALL OPENINGS AND STEPS IN CONCRETE WALLS SHALL BE VERIFIED w/ ARCHITECT AND CONTRACTOR. F 4'-6 x 4'-6 x 1'-4 #5's © 12" O.C. EA. WAY (3" CLR. FROM BOT.) ( ' o 6. POSTS FROM ABOVE ARE INDICATED: ® \� G 5'-0 x 5'-0 x 1'-4 #5's © 12" O.C. EA. WAY (3" CLR. FROM BOT.) STEEL COLUMNS FROM ABOVE ARE INDICATED: ❑ ) H 5'-6 x 5'-6 x 1'-4 #5's © 12" O.C. EA. WAY (3" CLR. FROM BOT.) 7 i-•-•-•-i INDICATES NEW FOOTINGS. DOWEL NEW FOOTINGS TO EXSTG. w/ #5 DWLS. x FULL LENGTH I NOT USED EPDXIED INTO 3/4"0x4" HOLES © 12" O.C. [(2)-MIN.] WHERE APPLICABLE, UNLESS NOTED OTHERWISE. JOB #1806- 12 J 6'-0 x 6'-0 x 1'-4 #5's © 12" O.C. EA. WAY (3" CLR. FROM BOT.) 8. DO NOT SCALE DRAWINGS.