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61 NE 102 St (15)L•.ria r t, I -JAL 't- E 3r> r?... 1211 • '1-° U V4 4 t 1 4 ' • 'I �� P 0E BLDG' MOUNTED 0.o•JOIT ;OIJ Ae,ove SM.4 e. I .....xl.. 4 (1.3 S WALL? J V,443 01'G Fl. C, ��Tf y ,r L o ts 0 . o 11 p's ���0 sAt� � ��.� r• P1 . G rt Ao e � ' 'KS b Ale I u •• S'j1 4 PI ee. 4 - 1/2" DIA. SET SCREWS (2 90° FROM OTHER 2) 10 C I S k PI r•c o .V� s 3y71 Pe • i42 t 4- Mx u'5 (6" Rnoeo.) Not.K3 tA"* 1 21 x12 .5 141 11 O PI •G PATIO TABLE MOUNTED (ARRGT A) \0 I s/s SPACI k.11 12=0 0.0) 2 50 o C/aac, LKI � T 4" 1C* ue. Pkt 10 `i r M1 � .ry 0 h NOTE: FOR MULTI -STORY BUILDINGS THE FIRST BRACKET ABOVE GROUND MUST BE A MAXIMUM OF 9' - 0" ABOVE GROUND & THE BALANCE A MIXIMUM OF 12" - 0" O.C. THE DISTANCE FROM THE TOP BRACKET TO THE cLOF DISH REMAINS AT 5' - 6" MAXIMUM. 390F M9UNNNIE SOIL CAR.RYIOq 2000 1D 1: I. U•CWNP Marta r cr • WALL. Ptrt U.CcA0► R oo a SECTION A -A • 2 - ' YU. I-4oLes F,; _ I �t 4 5‹ �0 CoUC,TL TH . Uae 1 11 : Ex P. .9N1 ELIA, 1F 1)renuetr 1s. ArrpCo4tD '1 ■ '�tl CoNC Noe. Fiu. Z l C1c LL Me e.4 UTAi 1S TNG A LT WCoNC. OR U3e q • Lc'i 'h+Gu 3a t.TS • •3 ° 'Pi 't,Sivccvt;, • ' >5 r e.. I r•: VIsr SAf``e, • • r1�tQ , �4o 0 I{oLCr1tJ 1, Si,e[V0.`i• •� SOVARI SECTION C-C aya +:vl.. IF LJAuxJE:Cr/ 0 A4 I Tc� Hoc-4--0 CoA_Ic LoCI< Uc L THeU BOL OA F] LL CELL 1 1 -1/2' X 1-1/2" X 1/4" STEEL SLOTTED ANGLES ..x 4 - 1/2" DIA. SET SCREWS • (2 90° FROM OTHER 2) " II t Ck P Dot.t (24 Ener.p1.1cur) (Tea roR r.JA. 1 c'.4lld. ?A e. Abh. I) 1 1 6 1.4!4J Th•I.T to /��S "K v, WAC ; roc Coot.. BLIa PAtAPt1) • • kJ o ^r e_ r I • , SIM ..a. S \st PATIO TABLE MOOTED (ARRGT B) .I • + -4- 2 Boo Ccac, ,.; . . t. 2•'/A "4 Se StLAWS ,Wrotb•' 7e � ltlt(L 9;k P• PG SLteVC v• e GROUND MOUNTE_D (ARRGT_A) 11) s 7 L[) 6 �I 4 WEED • fi( SECTION A- -A (OPTJONAL BRACKET1 • , /8'0 I • Plop 18 ' l e l A •+ U S AAa 114 ._ W gok.( IN S::rvc - 11•0 0100 carte. 4ouArtG PAT '4) TABLE MOUNTF"D_(ARRGT C) Cj +m 4 - 1/2" DIA. SET( SCREWS (2 90° FROM OTHER 2) 4" CAJC. • .51_Il `T 1 � , , . 'BUG.,r;AriO fDC X -___s _i+ - ..i _sat- - - - ^dal•.. - 1111. 2 ° K 1 K I /4- Trite (vs el' (4 Re o) e, r'. Y' 6 5A1011 34Ats" Cc k• * 2 Tots C° 1 0;0.. - -- /'/.N/ 1 I I ; , • I ' . M. , .o ' r• , 1 , 1 • I • " 1 I: • I I • • I •I I•.I• I• I: • I I . - t - 1 - Se UAre.t. PD E_STALMO_UN D �S - 3'4 , PIpt. v .. 4T(0 DECK j • it' ex p bogs ( Et1�CD, o ..�._ .�, • i+ PI '.1 �.� . P A 1 0 • 0 .. f; I ; , ► .� #1 .3 . : SA .., 1/4 .1.- 4 4 N et. e , • . l u Pte. P.' 3- '�S�al1 tre. WAY N 4° E'P ( /2" 4 - 1/2" DIA. SET SCREWS (2 90° FROM OTHER 2) N - --•••••• •••••4•••••••••.....,,,,•&--- • n 'I 9 l (+ $ r4 r s • Fog I /21 1x P {30L75 (4 1`EQ‘t)1 1411 C 5tab Rt ale 01 f gum. IJ CzR9VNDD M OVA TED 1ARRGT B) uua1''111e.I 4,14 Art ;:. Da d• ,CA,WPee kq %AUND .T5 D [ co Aelt • I:" 2D00 pt ' Lb Ato.14 `.']PE SUPPORT DESIGN 4 - 1/1'." DIA. SET SCREWS (2 90" .=ROM OTHER 2) A -- rrr�L Noun A E - Total Dish Pressure (Kips) (B x C x D) . F - Max Moment (Kip Ft.) (E x A) ti R ..Io1 \ A - Unsupported Pipe Length (Ft.) B - Satellite Dish Area (Sq. Ft.) ?ow W1 Mlonns'0'sh Scwodgui 5,5 , C (CAD H - 31" 0 STD WT Pipe Section Modulus (4" O.D.) . - NOT,; -ALL tOMPO DESIGNED TO WITHSTAND WIND$ OFF 1 .ilMett T/4o4zbn Mldfln,utVlfl bvppoel tit Orour 4•AD No t ccQfw 11411 U1 OrC (4 Crz.reol Fr4cUa5e T F15 M'.K. ^•0.04/1 S ires 10' -0" 0 DISH X RA Rg RC 8' 4150 700 285 9' 415# 668 253 10' 415# 643 228 11' 415# 622 207 12" 415# 605 190 C - Velocity Pressure (120 MPH Wind Loads) 22 D - Shape Factor (60' oper = :80) (45 'inclined = .20) G - Req'd Section Modulus (in3) 1.09 (F x 12 p... u.6 1t)411 Ithii;ll,' c11;,1;1.16"a. ",,,+ I, 9lrvc'u r rif4 oink re Cwvltng ' AC Pov \r Cr.'.<': `!•'4!617. it Qer $•C;•4 2t. 1tno 25.10 1;1) 4 l4 r�1 deta,N3 11 n,: t trza4cnCon borsdnp r ogvit t ra nl 04510 T/4 aurGor or 11Awlut:s,1 or 2 It rwl 1 ton4■:.•e aGOn 01 I t 1121 j), U 1oC *111421141 j t{o.10C..2X01411i111 __ $D rr $or■4C 6W� Frm"y P,va!tinp 1 AC Powtr Jrourdep Strom al per a.oco 3 rso• 1e.r4?W11(i An3 dstarte 1 rot t consldarazon h ' - -I Woo rtolrtrne't to 114210, tt4 rk,r,,id1U4cture1,1 t oonsldare7a• of 11021m• -. roucet ' AC Pa,vor . Orc4x4111 d rounC ll kcic Syv °,n Clochodo condvax tio.10 04.150; 11:.11(1), lh) 51.NxV 1 UN 00 Nri0 Ftrrrty PNi Ir p ' AC Pax 4ra,ndl ','111^ it per SbCttxr 254.01 bid 2:41 I ce) MWKYN. d''414X0'4 rot t toe444ref In kF4 bor, req�ftt d014110 11 "100)(edgrievttz, tro1'at 010.21P). Nock ACPc'* Sy,txn 0 • Crax'it'4 Gf4 Coti; Cai •T tio, e r 0 ,? 2` ELECTRICAL ALTERNATIVES CALCULATIONS FOR BUILDING MOUNTED SATELLITE DISH DISH PRESSURE = 33 psf rA( .'jR = 0. 6) X 0.:0 = 0.16 • (10' 0) R = 0.16 X 33 X'7 = 41511 (12' 0) RA = 0.16 X 33 X 113 = 59811 REGARDING Rg THE 2 -1" DIAMETER EXPANSION BOLTS HAVE A PULLOUT CAPACITY OF 5384# EACH WITH :2}" EMBEDMENT AND A SHEAR CAPACITY OF 691)0// EACH, BOTH OF WHICH ARE FAR IN EXCESS OF 'IHE Rg SHOWN FOR EITHER 10 FOOT OR 12 FOOT DIAMETER DISHES. REGARDING Rc THE 4 CUBIC FOOT FOUNDATION WEIGHS 600 #. USING A 30Z FRIC- TION FACTOR BETWEEN THE BOTTOM OF THE FOOTING AND THE SOIL, 1800 OF THE Rc IS TAKEN UP IN FRICTION. THE BALANCE OF THE MAXIMUM RA OR 23111 IS RESISTED BY THE SOIL ON THE SIDE OF THE FOUNDATION. USING A 10 DEGREE ANGLE OF SHEAR FOR THE SOIL, THE WEIGHT OF SOIL RESISTING THE 23111 FORCE IS 1' X 2' X 5.7' X } = 5.7 CUBIC FEET X 75 pcf = 427.511. THIS IS GREATER THAN THE LARGEST RC FOR A 12 FOOT DIAMETER DISH. CALCULATIONS FOR GROUND & PEDESTAL MOUNTED DISHES 12'DIA 0 -5 Ft. 5.5 113 0.16 .397 2.18 12' -0" 0 DISH RA R R 5980 1009. 411 598# 963 365 598# 927 329 59811 897 299 598# 372 274 DISH DIAMETER 12'DIA 12'DIA 12'DIA HEIGHT OF DISH ABOVE GROUND 2.39 2.39 2.68 2.98 1.34 1.49 5 -15 Ft, 15 -20 Ft. 5.5 5.5 5.5 113 113 113 27 30 46 1 0:16 0.16 0.16 .488 .542 :831 20 -60 Ft. Ft. 4.57 2.28 2.39 2.39 morin..t:C441441.12 riral•rt• REVISIONS ' 6o -1492 V II'?.3.9 1 - 1 • ova • Sheet Of A , Gj ,,;X11, 1 0k,g -,'.44.). tek l,0U5,5 41ilY".r ,••. • - • •• .,.' w 1 z 13Y co M • , `Shoets nn1e "7..(3 -9 ?_ . • r l- S cale , `i0 C Dra'Nr1 • \f\,p Job CA. FOUNDATION SCHEDULE MARK DIMENSIONS REINFORCING STEEL F -1 24%6 x 36 DEEP CONC. FTG. NO REINFORCING F -2 30' x 36 DEEP CONC. FTG. NO REINFORCING GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND ANGLES AND ALL OTHER EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK. CONTRACTOR TO ALSO VERIFY AND APPROVE ALL INFORMATION ON DRAWINGS. ACCEPTANCE OF THESE PLANS CONSTITUTES APPROVAL. PLEASE NOTIFY ENGINEER BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES, IF ANY. 2. CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN PLUMBNESS AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION. 3. THE CONTRACTOR SHALL OBTAIN FROM ALL SUBCONTRACTORS THE FINAL APPROVED SITE AND LOCATION OF ALL OPENINGS TO BE PROVIDED FOR RESPECTIVE TRADES. HE SHALL BE RESPONSIBLE FOR LOCATION AND DETAILS. 4. ALL CONCRETE FOR FOUNDA11ONS & SLABS ON GRADE SHALL REACH 2500 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS, AND ALL COLUMNS, GROUTED CELLS, SLABS ABOVE GRADE AND 11E BEAMS SHALL REACH 3000 P.S.I. COMPRESSIVE STRENGTH MINIMUM AT 28 DAYS UNLESS OTHERWISE NOTED. 5. CONTRACTOR /OWNER SHALL BE RESPONSIBLE FOR VERIFYING REQUIRED GRADE & FINISHED FLOOR ELEVATIONS WITH RESPECT TO DADE COUNTY FLOOD CRITERIA, EXISTING CROWN OF ROAD ELEVATIONS, FEDERAL FLOOD CRITERIA OR ANY OTHER GOVERNING BODY. 6. OWNER AND CONTRACTOR SHALL NO11FY ENGINEER IN WRITING, BY CERTIFIED MAIL UPON COMMENCEMENT OF PROJECT. 7. THE OWNER SHALL BE SOLELY RESPONSIBLE FOR INVESTIGATION IN REFERENCE TO WHETHER STRUCTURE CAN BE BUILT ON S11E. PAYMENT OF THESE DRAWINGS CONSTITUTES ACCEPTANCE & AGREEMENT WITH THE FOLLOWING STATEMENT: NO PARTY SHALL INITIATE DELAY CLAIMS AGAINST EMILIO CASTRO & /OR E.C. ASSOCIATES, INC. LIABILITIES SHALL BE LIMITED TO FEES PAID TO THE DESIGN PROFESSIONAL INTRUSION & BURGLARY SECURITY NOTE: ALL EXTERIOR DOORS SHALL BE PROVIDED MTh CYLINDRICAL TYPE LOCK SETS, LATCH BOLT BY KNOB; LATCH BOLT DEAD - LOCKED WHEN DOOR CLOSED. KEY OPERATED FROM OUTSIDE WITH PRIVACY TURN BOTTOM FOR LOCKING OUTER KNOB WHICH IS NOT AUTOMATICALLY RELEASED. CAPABLE OF RESISTING A FORCE OF 300 LBS. IN ANY MOVABLE DIRECTION. MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH DEAD BOLT KEY OPERATED FROM OUTSIDE AND BY TURN KNOB FROM INSIDE OTHER EXTERIOR DOORS TO BE PROVIDED WITH INTERIOR SINGLE DEAD BOLT. ALL TO BE 1" MIN. THRUST AND OF HARDENED OR CONTAIN INSERTS. AT DOUBLE DOORS SECOND DOOR SHALL BE PROVIDED WI111 HAND BOLT TOP AND BOTTOM. DOORS TO BE MOUNTED ON 1 1/2" PAIR OF HINGES WIN NON - EXPOSED SCREWS AND NON - REMOVABLE PINS BY SET SCREW IN BARREL MAIN ENTRANCE DOORS TO HAVE DOOR SCOPE PERMITTING INSIDE VIEWER A 180 DEGREE OBSERVATION ANGLE OF OUTSIDE WHEN DOOR CLOSED. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON - REMOVABLE PINS. GLASS IN EXTERIOR OUT DOORS AND ALL GLAZING WITHIN 48" OF INSIDE LOCKING DEVICE OF DOOR SHALL COMPLY WITH A.N.S.I. 297.1. INTERIOR DOORS TO HAVE CYLINDRICAL TYPE LOCK SETS WITH PRIVACY LOCK BY INSIDE PUSH BOTTOM WHICH AUTOMATICALLY OPENS BY TURN OR BY CLOSING. EXTERIOR SLIDING DOORS SHALL BE PROVIDED WITH TEMPERED GLASS AS SET FORTH BY AMERICAN NA11ONAL STANDARDS, INS11TUTE'S STANDARD 297. SLIDING GLASS DOOR CON- STRUCTED AND INSTALLED SO THA NO PANEL CAN BE LIFTED FROM THE TRACK WHEN IN -LOCK POSITION. ACCORDING TO ALUM. ASSOC. STANDARD FOR FORCE -ENTRY RESISTANCE AAMA 1303.3. ADDITIONAL TO THE MANUF. LOCK PROVIDE DEAD BOLTS AT MEETING MUWONS. ALL WINDOWS, AWNING, SINGLE HUNG OR HORIZONTAL SLIDING SHALL BE PROVIDED WITH A LOCKING DEVICE CAPABLE OF WITHSTANDING A FORCE OF 150 LBS. APPLIED IN ANY OPERABLE DIREC110N, OR AS SPECIFIED IN THE PAN AMERICAN FORCE AWNING TYPE 49 389 F. WINDOW FRAMES SHALL BE CONSTRUCTED SO THAT WHEN FIXED OR LOCKED THEY CANNOT BE REMOVED FROM THE OUTSIDE. OVERHEAD LOADING DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT WIN HARDENED BOLTS WIN INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN. 5/8'. DESIGN CRITERIA LL = 10 PSF (STAIRS) LL = 40PSF DL = 7 PSF EXP. CAT 'C' I =1.0 V = 146 MPH Qz = 39.4 PSF Pw =46PSF N.U. = 39 PSF (ZONE 1) P w 61 PSF N.U. = 54 PSF (ZONE 2) REMOVE EXISTING 3(SH -23) WINDOWS, PROVIDE 1 NEW SH -24 WINDOW & BLOCK UP OPENING AS NEEDED CBS WALL LV N o. 0 0 N X th FC(TYP.) (1) #5 IN F.C. buck window dtl. r; e r1 o: • • 3 • lw 1,■4 • Pr ArI7 I.. A A. / REMOVE EXIST. DOOR & BLOCK UP OPENING .1 ri MEM ili� . igingdmariu +4 PSF ASP 1 • =V /. III III EXIST. ExIST. STORAGE • EKIST. • P 0 BATH BEDROOM AA AA EXIST. KITCHEN F -2 F -2 F -2 EXIST. RESIDENCE 6' -0" 7 CATEGORY II S AFETY GLASS 74 EMOVE (2) EXISTING SH -24 WINDOWS & PROVIDE 1 NEW DBL. 36 "x 76" FRENCH DOOR. (SPECIAL ORDER) REINFORCED GROUTED CELL (TYP.) 1 "x4" P.T. WOOD BUCK W/ 1 /4 "x 2 1/4" TAPCON SCREWS 0 4" FROM THE END & 15 "O.C.MAX IMPACT RESISTANT GLAZING OR STORM SHUTTERS REQUIRED 32 "HIGH WOOD RAILING F -1 floor lan 18' -4" 4' -6" 4' -6" EXIST.// DINING ROOM 0 4 EXIST; GARAG[: ;vi�i4 21/Ar iiiiiiiiiii� i iiiu/41r iii►i M • 1111 0 0 3'0 OPENING FOR PLANT NEW CONC. SLAB AT PORCH • EXIST. COL. Agtid A A:4, 6 " " EXIST. LIGHT EXIST r.� SAME F.F.E. V L_ IIIM 7.5" MIN 1 II 7.5" AM IN 111 7.5 " I 6' -0" 15-10" 4 RISERS ® 7.5" EA. SOIL STATEMENT: 3' -6" SCALE: 1/4"= THE ENGINEER HAS VISITED & OBSIERVED THE SITE AND FOUND THE FOUNDATION CONDITIONS ARE SAND AND LOOSE ROCK, WICH ARE SIMILAR TO DESIGN BASIIS. FURTHERMORE, UPON BREAKING OF GROUND, A LETTER SHALL BE SUBMITTED TO THE BUILDING OFFICIAL VERIFYING AND ATTESTING THAT THE SITE CONDITIONS ARE SIMILAR TO THOSE WHICH THE DESIGN WAS BASED ON. ASSUMED BRG. CAP. IS 2000 P.S.F. 1' - 2' 2 "x 12" P.T. #2 S.P. WOOD BEAM 2 "x 12" P.T. #2 S.P. WOOD TREAD 4 "x 4" P.T. #2 S.P WOOD POST 30 "ox 36 DEEP CONC. FTG. 2 "x 10" P.T. #2 S.P. WOOD FASCIA (2) 2 "x 10" P.T. WOOD BEAM O SIDE OF WOOD POST 2 "x 6" WOOD DECK W /2 - 16d GALVANIZED NAILS TO EA. JOIST 42 "HIGH WOOD RAILING 2 "x 8" WOOD BRIDGING © MIDSPAN 2 "x 10" P.T. WOOD #2 S.P. FLOOR JOIST ® 16" O.C. 2 "x 10" P.T. WOOD LEDGER W/ 5 /8 "ox 6" LONG HILTI KWIK BOLT II ANCHORS (4 16" O.C. STAGGERED TO CONC. FILLED CELL EXIST. DOOR TO REMAIN 32 "HIGH KEYSTONE RAILING (BY OTHERS) 42 "HIGH KEYSTONE RAILING (BY OTHERS) 4" THK. CONC. SLAB W /6 "x6 "x #1OWWMON 6 MIL. POLYETHYLENE VAPOR BARRIER ELECTRICAL NOTE: EXISTING 150 AMPS. ELECTRICAL PANEL HAS ADEQUATE CAPACITY TO HANDLE THE NEW LOAD. USE CIRCUIT # 26. 15 AMP CIRC. BRK. ROMEX 14 SWITCH DUPLEX RECEPTACLE - c• - LIGHT FIXTURE WP WEATHER -PROOF ELECTRICAL LEGEND TERMITE PROTECTION ALL SOIL AND FILL UNDER FLOORS AND /OR WITHIN OR UNDER BUILDING SHALL HAVE PRE CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST TERMITES. THE STANDARDS OF NATIONAL PEST CONTROL ASSOCIATION SHALL BE DEEMED AS APPROVED IN RESPECT TO PRE CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST TERMITES. CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY LICENSED PEST CONTROL AGENCY. O.H. ELECT. SERVICE ;13.4 18.35'7 1 STY C.B.S. RESIDENCE' No 61" 22.95'7 13.05' -------- r---- --- --..1M 75 ■.• r- .•••••..._. -,-- 4•11.1•..... -. 4. 75' 0 ALLEY 1a dE � 3 16' PARKWAY site plan NEW --I STAIR & CONC. SLAB 217 SQ. FT. 20.0' ASPHALT PAVEMENT 75 0 NEW WD. STAIR & WD. DECK 214 SQ. FT. N. E. 102nd STREET mil XIS T. V I I I E D.F IIIII lir EXIST. r SEPTIC J TANK 1 S!EuJALK SCALE 1 "= 20' -0" 13.15' STRUCTURAL NOTES: 1) CONCRETE: ALL CONC. FOR FOUNDATIONS SHALL REACH 3000 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS, AND ALL COLUMNS, GROUTED CELLS & U BLOCK BEAMS SHALL REACH 3000 P.S.I. MIN. COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS OTHERWISE NOTED 2) REINFORCEMENT: ALL REINF. STEEL TO BE A.S.T.M. 615 GRADE 60. 3) WOOD: ALL LUMBER SHALL BE No. 2 GRADE SO PINE AND HAVE A MINIMUM FIBER BENDING STRENGTH OF 1,200 P.S.I. ALL LUMBER IN CONTACT WITH CONC. SHALL BE PRESSURE TREATED AND HAVE A MIN. FIBER BENDING STRENGTH OF 1,200 P.S.I.. 4) STEEL: ALL STEEL CONNECTIONS SHALL BE DADE COUNTY APPROVED AS PER F.B.C.. MINIMUM COVER ON NON - PRESTRESSED STEEL :CAST AGAINST & PERM. EXPOSED TO EARTH O 3'; EXPOSED TO EARTH OR WEATHER, #5 BARS OR SMALLER O 1 -1/2 "; #6 BARS OR LARGER 0 2 "; NOT EXPOSED TO WEATHER OR GROUND CONTACT,(SLABS, WALLS, OR JOIST) #11 BARS OR SMALLER 0 3/4", (BEAMS, GIRDERS, OR COLUMNS) 0 1 -1/2'. MIN. HORZ. CLEAR DISTANCE BETWEEN BARS IN A LAYER: BEAMS: MAX. OF ONE BAR DIA. OR 1" WALLS: MAX. OF ONE BAR DIA. OR 1" MIN. VERT. CLEAR DISTANCE BETWEEN BARS IN A LAYER: BEAMS: 1" MAX. REBAR SPACING (CLEAR DISTANCE) WALLS & SLABS: MIN. OF 3 TIMES THE WALL OR SLAB THICKNESS, OR 18'. MIN. SPLICE TENSION LAP LENGTH IS 12' SPLICES FOR 11E BEAM REINFORCEMENT SHALL BE A MIN. OF 36 BAR DIAMETER OR 18 ", WHICHEVER IS GREATER. SPLICES FOR COLUMN REINFORCEMENT SHALL BE 48 BAR DIA. 5) MASONRY: ALL CONC. MASONRY UNITS SHALL HAVE A MINIMUM PRISM STENG111 OF F'm = 1,500 P.S.I. AND SHALL COMPLY WITH CHAPTER 27 OF S,F,B,C, AND WITH A.S,T,M, C -90, ALL MORTAR TO BE TYPE 'S' OR BETTER AND COMPLY WIN A.S.T.M. C -270. GROUT FOR FILLING CELLS SHALL CONFORM TO A.S.T.M. C -476 WITH A SLUMP OF 9" + 1". 6) MASONRY: REBAR #5 048' SIZE AND SPACING MINIMUM BAR SPLICES = 48 BAR DIAMETERS; MAXIMUM POUR LIFT = 4' - 4 O a 0 csi 0) 0 z 5 0 0) 0 2 LJU ■ 1 0 1C: .2 4r . 0 W z SEAL: Lu LA Lu ® (3 ® z O w W V 1- Z ILI 16 " O V CO V/ z c V w Net ao 0) c0 r Ca) id 1 o u. A "'® $2 C of 00 me �® te T. e co o DWG. L. MORENO PLOT FILE 03-04-04 SHEET No. lof 2 rir 1 ZAr .1. , lir / / / / / / / / / / / / /� / / / / / // r / V / J I r HG i i / / / / / / /// .� A • , , / /� "Ar ' +47 PSF O I D I EICE A I riling i ' i' 1 . 1 . r al r 4 r 1 A A. Ad r A 4rd A0 Al. 17 32 "HIGH WOOD RAILING 1 INTERIOR FACE EXTERIOR FACE INSERT # 5 DOWELS IN BLOCK CELLS AND FILLED WITH GROUT (CONC. SLUMP 8" TO 10 ") r section A -A CONC. T.B. DRILL 3/4" x 6" DEEP HOLE TO RECEIVE DOWELS AND FILLED WITH EPDXY GROUT SCALE: 3/4" = 1' -0" elevation detail DRIL3 /4 "x6 "D EEt FILLED WIT FI EPDXY G CONC. FTG SCALE: 3/4" = EP HOLE ND ROUT MOMS Z v north elevation Il///% %il%/ //i %/Q / /41 " 6 % % .4 % / �/�I % / /�= 1 uuu - �nuu�� m11C11111C1mu: (2)2 "x 10" P.T. #2 S.P. WOOD BEAM ATT. SIDE OF WOOD POST W/ (2) -1/2 "0 THRU BOLTS °n 11111 11111 N M SCALE: 1/4 "= 1' -0" 12" 12" , 12" 30 "0 111 11111 1/ 11111 1 1 1 1 ; III lllll 0 =J 2 "x 12" P.T. #2 S.P. WOOD BEAM H 4"x 4" W/ 3/8 " 0 x 4-1/2" / LAG BOLT 2 "x 2" P.T WOOD PICK. W/ (2)3/16 "0 x 3" 1 LAG BOLT wood ralling elevation 2 "x 12" P.T. #2 S.P. WOOD TREAD 2 "x 10" P.T. WOOD #2 S.P. FLOOR JOIST 0 16" O.C. 2 "x 6" WOOD DECK W/2 -16d GALVANIZED NAILS PER JOIST r_ 4 "x 4" P.T. WOOD POST 30 "0x 36 DEEP CONC. FTG. 2 "x 6" P.T WOOD HANDRAIL rr 2 "x 10" P.T. W000 #2 S.P. FLOOR JOIST _ scale 3/4" = 10" IIIIPMEMPWAYAr 11r97 Afr �Af*I/ /// / / / // / /u/ / /// A/2111% Air Al i TTTTTTIT -_-- _- --_- �____-__ _ I� 32 "HIGH KEYSTONE RAILING/ (BY OTHERS) south elevation 11 EXIST. EXISTING F.F.E. CONCRETE SLAB EXISTING C.B.S. WALL EXISTING CONC. FOOTING scale: 3/4"=1'-0" SCALE: 1/4"= 1' -0" 2 "x 10" P.T. WOOD LEDGER W/ 5/8 "0x 6" LONG HIL11 KWIK BOLT II ANCHORS ® 16" O.C. STAGGERED TO CONC. FILLED CELL EUH26 (USP) U- HANGER 32 "HIGH KEYSTONE RAILING (BY OTHERS) iv 12" / 12" / 12" / 32 "HIGH KEYSTONE RAILING (BY OTHERS) • 4 2 #5 BOTT. 1 #5 © 8" 0.C. 1 #5 © 10" 0.C. 1/2" EXPANSION JOINT 4" THK. CONC. SLAB W/ 6" x 6" x #10 WWM ON 6 MIL. POLYETHYLENE VAPOR BARRIER CLEAN WELL COMPACTED FILL 42 "HIGH KEYSTONE RAILING (BY OTHERS) keystone railing e EXIST. F.F.E. N '//// / / / / /// // % ///////// /////// r A J lr r , o • - -- �� • MI / j$ EXISG RESIDENCE SH 24 37 x 50 ////// -50 PSF +47 8" x 8" CON W/ 2 #5 (TYP. (SEE STRUCT. FC(TYP.) (1) #5 IN F.C. west elevation SCALE: 1/4". 1' -0" EXISTING CONCRETE SLAB EXISTING C.B.S. WALL EXISTING CONC. FOOTING SILL DWG'S SHT.3 OF 5) a 9 0 4 G •• N u- m Wci5 ■® wou 0 5. co o . o ii W — W V tC 1 c7) ■o ® o S J `" -F O y a. Q Ern. ra W SEAL: OWC. L. MORENO PLOT FILE 03 -04 -04 SHEET No. 2 of 2