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00-0736-010 tlt I (2) 2'2' x 12' 9 16' c% (TYP) GENFEiAL- 1�OTE8 8o►L AtEME REV131oN3 B`P �•�r-- _-�-- -----------------`� SOIL STATEMENT- EXISTING ONG, P 5/4x6 PINE PREMIUM R.T. i 31-1 0 � �EXISTING BLAB) � I - ���I��-= BASED ON A VISUAL INSPECTION ON SITE, THE SOIL IS SAND WITH AN APPARENT 2000 P9F O8I1'1/00 JA COORDINATE BTRIJCTURAL DRAWING WITH ARCHITECTURAL,MECHANICAL$ AND ELECTRICAL BEARING CAPACITY, - 1 � 1 DRAWINGS. VERIFY ALL DIMEN$IONB, LOCATE i�EPRE88ED $LASS BL.OPE$ DRAINS, OULt=TB CE81r5 At THE TIM49 OF CONBtRUCTION,REGISTERED PROFESSIONAL RWSINEER bHALL Sl.Br11T TO THE NEW 4' CONC. SLAB 1 ��-^' I BOLT SETTING SLEEVE$, IN6ERT6, ETC. ALL STRUCTURAL OPENING$ AROUND OR AFFECTED B BUILDING OFFICIAL A LETTER A THAT THE SITE HA3 3EE1 OB9E.RVED AN7 TFSE • 5 9 12' EA. WAY ' MECHANICAL, ELECTRICAL AND PLUMBING EMIPMENT SHALL. BE VERIFIED WITH EQUIPMENT FOUNDATION CONDITIONS ARE ILA THOSE UPON WHICH THE DESIGN I$ BASED. EXISTING PURCHASED BEFORE PROCCEDING WITH STRUCTURAL WORK AFFECTED ANY DISCREPANCIES N TIFY C.B_$. WALL 1 RREINFORC50 MA80NRY: ? 4' x 4' x Iii'— i I I 1 �,� ARCHITECT OR ENGINEER RT S ) • i, el. UN+ BHA..L�E II.T TO FRES_RV- THE BtL. COLUMN 1 I 1 i i tC >rx18T. + ALL Rtl= BL T B E i ;� A3TMC �4, MIN, NOT AREA EXISTING CONIC. BLOCK ++ ?.- ALLOUTABLE SOIL F5EAE21NG F'f2E8SURE: - r VERTICAL PARAPET (SEE DTL) 1 II 1 1 SLAB ELEV. 1 USE JOI T HANGER BY iq 11 1 t FOOTING SIZES AND REINFORCEMENT HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING CONTINUITY. THE GEL 8 TO BE FILLED, MUST MAINTAI.J A CL€t:I�, iJNUi33TkULf1=D CONTINUOS m NUGHE MoD UH 2-210 t 1 I I PRESSURE OF 2000 PSF- ALL FOOTING SHALL B11 CARRIED TO UNDISTURBED MEDIUM SAND OR VERTICAL ELL MEASU ? IN ES BY INCHES MINIMUM, GLEANOUT OPENING MUST BE DADE Co. AP 9-1-0205.03 PROVIDE 2x4 BLOCKING •_ _ �,,A `- EXISTING PROVIDED AT ALL CELL O B FILLE .MAXIMUN HEIGHT OF GROUTING LIFT$ IS 4'-0'. THE VERTICAL BOTTOM BETWEEN JOIST 3'-0' x 3'-0' x 12' �� � I ROCK, AND TO AT LEAST THE DEPTH SHOU.N ON THE DRAWING& AFTER A VIOUAL INSPECTION OF t a SLAB THE SITE, THE EXISTING SOIL CONDITIONS WAS ASSUMED TO HAVE A 601L BI?ARW-s PRESSURE AS REINFORCEMENT MUST HAUL 48 BAR DIAMETER LAP SPLICE VISIBLE ABOVE THE AT MID SPAN WHEN EXCEEDING CONIC. FOOTING WI 4"5 I �� INDICATED ABOVE. UPPEFdI CELL WHERE St TURF IS TO CONTINUE VERTICALLY, INTERMEDIATE LAPS IN 4`= O $Ott. EACH WAY 1 A t GGNCEALE WALL AREAS A NOT PERMITTED. ALL CONCRETE USED FOR GROUTING SHALL HAVE 5/4x6 PIN PREMIUM P.t, i `.� 1 3 CONCRETE NOTE: A COM SSIVE STRENGHT 3,000 pel AT 26 DAYS. SUBMIT MIX DESIGN FOR 2'x12' P.T. LEDGER W/ 5/8'0 �/ i 1 ALL CONIC TE 8HA1.L ATTAIN A MINIMl�1�UR�-tiMAYI+ $STYE 9rRENCitFI OF 3p00 APPROVAL MORTAR SHALL E TYPE 6, WITH A MINIMUM 6TRENG44T OF 1000 el.MASONRY r- F ANCHOR BOLTS, a 14' cJc(MAX) D C1� I r""'t I �.... I t p31 IN 18 DAYS. AGGREGATES 1'O BE CLAN aND UIECsRAC� D MAXIMUM gIXR: t0 BE WALLS SHA!}L BE REINFORC D HORIZONTALLY EVERY OTHER COURSE WITH GAGE DEFORMED l$tAGERED) 3 i 1'. CONCRETE SLUMP 3' MINIMUM TO 5' MAXIMUM SLAB ON GRACE�TO BE 2500 Mp IN 2a DAYS. GALVANIZED STEEL TRUSS LADDER TYPE). ALL CONCRETE USED FOR GROUTING SHALL HAVE 3�4 = 11-01 8 x 8 BtARtER AN 9' TO 11' SLUMP ( , COL. (SEE DTL) � � EXISTING ax 16' SCUPPERS 4 R� COVER . . TO BE A$ FOLLOWS: BOTTOM TOP SIDE$ USE x12' 16' LAUNDRY ADD. BEAM I•- $ I V2. I.V2' ► 14' USE J0187 HANGER BY � BUILT-UP ROOF OVER HUGHES MANUR M D UH 2-210 EXISTING a' PRE-CAST t COLUMNS --- -•- 1-1/2' ADS Co. App• 9 -0205.03 i CONC. HOLLOW CORE SLAB FOUNDATION ION FLAN lip' = I'_0' SLABS 3' 3/4' 1' -J AND CONC. TOPPING WALLS ... ... 1.1/2' 111 �0 5 R�INE'OR Ms OTEFL: Q_ t0 BE NEW NKxN STRENGTH BILLET STEEL DE�41�'tED AB PER ABTM A-30+5 AND � N CONFOi�''iING t0 ABTM A-615, GRADE 60. LAP CONTINUOUS BARB 30-BAI 3 ALLTRI'P,UNB OTHERWISE NOTED IN PLANS. HOOK DISCONTINOUS ENDS cal 6.- CONCRETE MOCK WALLS 2"5 DOWELS x 3'-0' DRILL 3ji00 HOLES x 4ti2' AS SHOWN IN STRUCTURAL DRAWINGS TO BE ERECTED BEFORE PLACING CONCRETE M ADJACENT NEW CONC. T.B. DEEP e FILL W/ EPDXY J II—II r Ir -Ir JI) BEAMS AND COLUMNS. PROVIDE HORIZONTAL JOINT REINFORCING s EVERY 2nd COURSE (SEE PLANS) � � GROUT lL� (16' VERTICAL)FOR ALL EXTERIOR WALL$. USE STANDARD No. 8 TRUSS TYPE tjA>�RY �l G 0 II tt 11 II 11 11 11 it 11 tl II I REINFORCING AND EXTEND 4' INTO TIE COLUMN$ OR INT STRUCTURAL COLUMN$ WITH APPROVED - O �) 0) 11 11 If 11 11 11 11 11 11 11 11 METHODS. AND USE No. 6 LADDER TYPE REINFORCING FOR REINFORCED MAWI;NY CONSTRUCTION lL MORTAR TYPEt USED t0 BOND UNIT MASONRY SHALL B TYPE 'M OR $ AND SHALL COMPLY WITH 1 II II II II it II II II II II II 1 EITHER THE PROPERTY SPECIFICATIONS OF THE STANDARDS SET FORTH IN SECTION 2T02.10(b) Oi- -' lJL Q q I) I II II II II II II II II tI II II SFB.CIFM : 1500 pet) EXIST. CONIC. T.B. n/ II II If II 11 II II 11 II II 11 C I 8' x 8' CONC. 8T RTER . 111 U 3 I 1 COL. WI 2"5 R . — !_X191. BLOCK G DECK D�T,� I L tYP. 1=AGH END III II II II II I I II II II II II � L � A � �- I II II II II II D I II II II II WALL _i M Q Q N 3 3/4' ° 1 -0r 11 II II II II 3 I II II II II ff ca tL 1 U - T 1 r� - CONC. ' BLOCK m I- i - -117-11- - 1 I I I �I 6' x12' GONG. BE W. 1"5 CONT. NEW LOCK 3 II II II II II II II II it II It II tl II II II II II U JOI t H NG BN II II II I W/ 4"5 CONT AND . FLASHING — rKa DRILL 3/4'm HOLES X 4t/s' f-- � -1 I II II II II II II II II II II II II II II It II II II TIM D I 2- 10 II II 4 •3Ds 4' C/c EA H END, 9TRUG RE 2"5 DOWELS X 3'- DEEP 4 FILL W/ EPDXY II II II II ii II II - -�-- 11- -Tr-- -ir II II II II II II II II II II II II ° ° p II II BdL.s 10' ---..-==- --_-�-.. .. GROUT t NEW CONIC. FtG. II II II II II II I I II II II 11 II II 11 II II II it II II II 11 If II II II II II II II II II II II I "5 16' TEMP X 2'-®'— NEW 4' GONG. SL B (SEE PLANS) EXIST. GONG.FTC. I I I I I I I I I I 11 I I I I t __ _ W/ "$ 9 12 cIc L. II 11 II II II II II II II II II II II II II II II 11 II II 11 II II II II II - -� • FRILL 3ji'm HO S AND ,. �, • 1 I VARIES _ HILTI EPDXY -_- � .',�E v -1 r n -lr 1t IT Tr rr ++ I I I I I I I I I I I I I I I I I I I I I I I I I I 11 ` l I I I I I I 11 I I I I I I I I i t I I I i STARTER COL II II II II II II II 11 II II II II If 11 II II II II II II It II Ili` II II II tl II it II II II II II i (BEYOND) I $Ott. OF EXISTING BEAM ; NEW FTC. EXIST. FTC. to —'III II II III I II II II II II II it ► II II II II II II II II II II II ; n DRi /4'm NO S x 0'-4t ' DEEP IF I I I I I I I I US JOI Hq E BY 1 11 it 11 11 11 I I D t I 11 11 it 11 11 11 I AN�FI L WITH OXY GR -I j 4 I �i r C 4 + E$ AN M D U 2-2 II II II II II II I 1 ITYPfC L EACH BAR.0 3 t GLASS BLOCK BEAM ELEVATION - JI� _I I JI 11_ __1l__ _IL 1 "5 DOWELS x 3'-0' L I TA 1 +'5 IN BLOCK CELL FI ED 0 3 '+1'-0' (SEE PLAN) - - - - WITH 3.000 P51 PUMP X 1 1-(3r2 xf2 1 LEAVE ONE FACE BLOCK OPEN � - _ = = - _ = = � I FLLED W1 GROUT •• t 2'x10 P.T. L� ER w/ 5/8'♦ 11 �_ _ _ _ - - - - - _ •I r 8' X e'CONC. CAP 2' x 8' I 2'x6' s 20'c% t I I ANCHOR BOLTS s 14' C/c I I it 1 - - - - - - -- - - - = 1 W/ 205 CONT. 1 L_ _�. 1 1 G t O LEDGER I 11 _ _ _ _ _ _ _ _ _! 3 I "5 DOWELS x 3' 0' LONG STUCCO FINISH t lU BOARD , _ t TO MATCH EXIST. : 8' CONC. BLOCK WALL U (2) 2x6 11 II It 111 1 _ - _ _ _ r _ _ _ - r = DRILL 3/4'0 HOL 8 x 0' 41/0 DEEP 1 1 AND FILL WITH E XY GRO�iJT, 1"5 VERB AL- DRILL 34'm HOLES �ND �J i II II t TYPICAL EACH AR EXISTING SLA / 11 t HIL71 EPDXY 1"5 1 I TOP OF EX18T1 FOOTING 1+'5 C T. 1 8' MIN. EMBEDMENTI X187. CONC. CAP. PLATE 1 t SLAB ° OPEN TO Ir 11 5/8' PLYWOOD O 11 `� I _ _ _ _ _ _ _ _ _ 1 •--- --- --- 8, - U ANCHORS I I (BEE SCHEDULE) lU lU BELQ � (?) 2 x 8 16 NEW 4 CONC. LDED TO P i t ---- SLAB WITH 1/4' 7 VENT. "5 s 16' TEMP x 2'-0' �� 11 --------- 5 4 12' EA. WAY I I Q }-- II +--- -_ _ _ _ ��-- -- it 3'-0' x 3'-0' x f2'--`� 1 -_ • I I HOLY ITYPJ O J- NELU 4' CONC. SL B \\ i tt II ,I I _ _ ��� i I CONC. FOOTING W/ 4"5 1 - c i PARTITION 11 II _ - - OPEN t0 / 1 t I I 112 ISOLATION JOINT 15612' c/c y n 11 11 t 1 t I OIJJ-� ' 1 $Ott. EACH WAY At BELOW I 11 t I I t I �\ BEL u $TA I I I I I I ( , - 1 �\\ TYPICAL©I C A L TIE DOWN N+ COLUMN LOCATION t • 16' • I r N � � I I t I - 1 L/ WI V �_ __� ECONDARY FOUR (4) 5/8' m BOLTS 1 FIRST FLOOR NEW 16 x 12 CONIC.FTC. (6 LONG) 1L 2 x10 P.Y. L DGER ��11/ 5/6-# 11 = _ _ _ _- t �� i I EXISTING SLAB ON FILL / I I EL. (SEE PLANT N ANCF�OR BtB s �4' c/c, - �\ i W. 2"3 $Ott. CONT. FOOTING lol 1 SECTION TPRU NFEW -X x x LAUNDRY ROOM VAPOR �- r �� ' EX{3TlNG I 8 HfGH PARAPET _ ; STRUCTURE 2 GROUT t- 8' x12' CONC. BEAM - - — - _ _ - - - - - - - _ _ _ _ _ : `. I _� BARRIER W/ 4'5 CONT AND + 1 1 5/8' PLYWOOD OVER •3TIF-5 s 10' c/c = _ _ _ I ti q I I I I I I I I I I I I l.—p I � ��'/ `��\ � (?)?' X 8' 16' GIG 1� � � � � (n I II II II 11 II II 11 11 it II 11 II 11 I Q II II II II II 11 II II II t � � I i II II II II II II II II II II II II II II II 11 t 3- �-(3r2'x*' --- - - - - - -- -- - -- -- -- --- -- - -- -- -- -- --T-11 2 x 4 WD. TOP PLATE(2)2' x I2' a 16' c/c (TYP) II f f 11 I II II II II it II ii II II II II 1 �I r \Q I I I I 11 I I I I I I I I 11 I I II II II II II II II II II II II II t+ II II II jl II I Q1 C) I II II II II II II II II II II I �, f �- $CHEDUL5D uI LL r-" CIQ I II II II II II II II II II I I \ II II II II 2'x6' A 20'c% `�.�5/4x6 PINFjIPR I IP.T. II II II i II II II II II II II III LTA•?� MTlr. — rn Ln I 11 it If 11 11 11 I! I I I I I I I I If III I I S itad x I$ $ ,, {r I I I I I I I I I I i t I I t I I I I I I I I I I I I I I I I I — EXIST. BEARING PARTITION �+ •r•C c I COLUMN I D c �' /� (I id t If II II If II II II II II 11 II II U II II II II II II V 1 E E L 1 tl V E A i_ �,-� II II II II II II I II II II II II II II II II II I N I ll II II II II II II II 11 11 II „ „ „ II II II II III II I I I III III SE ION a_ Ezz. ANT - � I 11 11 11 11 11 11 I I I I I I I I I I I I I I I I I I 11 I I I I I I I I I I I � N.t.B, _� I II II 11 II 11 II 11 11 11 If II II II II II II II II II II 11 II j1 11 II II II II II II II II II I WOOD. : \� G/G 1-1 0 I-- 0 cil II II II II x II I II II II II II II II II II II 1 \ I. ^ 1� O L II II II II II II II II1IIIII11tt U �! II II I I I P AROUN P PLATE CONTINUOUS DOUBLE N cn I 11 11 11 11 a 11 11 a 11 If 11 II 11 III II II II II III 6 GA. X I WI WITH 1 10d. 2X4 PLATE. II II It II I II (I I I I II II II it II II 11 II 11 11 11 II II 11 11 2'X10' I LEDGER W/ 5/8'♦II II II II II II II I ILS EACH L 3 11 11 A44C-10R BOLT$ �'14` G/O W 19 II 11 (TYPICAL) 112 DRYWALL ' - -' LU I- LILJ- 111 �I_ _�____I Fm 2x4 FIRE STOP At MI t. STUD PLATE TIES BY n0n "' C TP6X w/110 0d MODEL ll_ oQ 2-1 3 SECOND OO 1/41 '-01 INSTALL A MINIMUN 2x4 HORZ. WOOD /' /2' PLYWOOD FI O i- w -2x4 HEADER I (TYP. WHERE SHOWN.) MEMB. FASTENED t0 WALL/PARTITIONS FOR THE iL t-- RI=TE BEAM ATTATCHMENT OF TP5 WALL HUNG 2X4 FIRESTOPS w 4' AN- / SEALANT AND BACKER GLASS BLOCK PLUMB. FIXT. AND WALL CABINETS AS AT MIDSPAN. 2) 311 m x 2' T PCONB MORTAR PER 2905.1 (NXIX2) SF.B.C. SIDE OF OPENING. c� SEA ANT a = dte Ln CD 39 a 2 x 4 P.T. BOTTOM CHANNEL SEE PLANS 06-21-00 0 0 AS SHOWN 3Ga I�s _ �' SHOP WELDED t�s'tE 4' StL. GHANN>:L W/ WOOD BASEBOARD r. A3 SHOU,N TWO (2) PARALLEL LONGITUDINAL (2) 3/16 m x 2' TAPCONB STUD PLATE TIES BY 4' 8%. CHANNEL W/ GALVANIZED 87L. WIRE n GAUGE, CsLUED TO DRYWALL FlljCsHEB MANUF. MODEL 2x4 P.T. CONT. W/ 3/8' 0 1Drzltun LL-3 (2) 3116 m x 2' TAPCON8 2' APART AND HAVING WELDED HOP WELDED 'T' FORMING TO&X W/ 10-10d NAILS. LAG BOLTS x 8' LONG s 12 c/c. JA/WE ���f� I g16' O.C. "9 GAUGE WIREIN A GR088 lro' A GR088 (WELDED) V Job i `` PATTERN, TYPICAL AT EVERY 2009 �+ OTHER HORIZONTAL JOINT I, EL. f&-O' Sh��st w LOC< DETA L�1' 2 -0. SECTION TYF. NON - BEARING; PARTITION DTL l� TAIL N.T.5 Lu SCALE 1/2'= 1'-0' e o Of °. std U