Loading...
970 NE 100 St (5)! \ \ \ CO 2w1 $@& 1� /)c \ % *� / /G. 26 � TI Ai: a: Me au • r ■\ # \ ' )i / E / ® cam(1 / /« \(i \r » >C & � 1• \ }. •• \\ \ ƒ' . • d2� d: { :2.© © p , «cz.,•-r-•, �w:v . c 2: t a h& 0a ..ap • \�d§ rQo \ \ \\ \ • §«&k f± ■ #f i k \ : /6 \\ . lwt d s s t%§ 8 \dam © \ }%f7 \\ \mss / & • • • JQt !P� F.t.3WIN j RCNITECTS`.. CO►��ISU1TA; 4 f S,' _ 1 l :�"t11.8ACli, f.'LQR( 1- a h AS bulL - r OfZAWI`_5 OF 0,E PC DA:1 Os4 IN AN -ir r: w INI5TT- UCT.ON r.t 3C:4'12FFF!_E12 r i _ t -- ar- a 2+ 1 /2. 'T Va "OOwtt.s Z „ Cons -31-Q G Q'/ MAY 1 3, i930 � • 4 TYPICAL CrldN - 3TEM WALL Sca�E 3 /4'' < I'. 0” ISSUED et PQ . Oar. CONTRAtiota- .! Orts a g1 v a rJ ORPIGrs Q " * t; ", c 2 Race 1s Lui=s t 2' -o" cG ( Assisi IN 'JaND - 2 / % " 1?oo5 cowr∎NuavG DATE 5 -31•Su -31 -So ts•31•Co • 3t• 5a ROOT I N c q ..31 ot:r1C_F: For.), MRS. V I L L I A ;\A 17. [1 CV JUN1.- 1!90 JORGEPNSI_N e, SCHREFFLER ENGINEERS -- By 100 ri. ST. M A! F.A. THE OFFICE 0F.__ __ -- JOHN EDWIN PETERSEN A. I.A. FRANK H. SHUFLIN A.I.A. ARCHITECTS •• CONSULTAN MIAMI BEACH, - FLORIDA PROJECT .50 I 1 SHEET A -!- A LATE klAY 21,1IGO DRAWN: R.M.O. CHECKED: 011.P. DATE: A UGUST 1 38 SCALE: SHOWN JOB No. S5 -01653 SHEET 1 OF 2 SHEETS FA, if SHEER DESCENT WATERFALL (18 ") (TYP. OP 2) PAYERS ON SAND (SEE DETAIL THIS SHEET) PAvERS OV SAND (SEE DETAIL THIS SHEET) \.. PROPOM $ -0" DENOTES CERAMI DEEP TILE HANDH0.0 SEE DETAIL T -2 POOL it / ' Jo, (AREA : 401 SQ Pt.) ST = PS RESIDENCE 1. SCALE 3/4" : r -0" 8 "X3" CONC. GARB W/ 1 # 5 CONT. ON LiMEROC< BASE OvER WELL COMPACTED EARTH PERVIOUS BRICK PAVERS OAR 2" SAND FILL 6" LAYER OF WELL COMPACTED LiMEROCK K" tY his-- -i. Y W__ ° a`.r s ai: i Nape" WW1: 1 - 1 1=11 ICI 1 —1 I 1 — — 111= 111 11 - 111 111 — I 11 - 111 - 1 1 - 1 I IIIi111111 111 111 111 111 111 111 111 111 111 111 111 111 111 1117111 1 II' 155 ICG PAYE 1 ' DETAIL. PLANTER RAISED 12" ABOVE COPING 1= PLAN ALARM NOTE: ALL DOORS UN ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN IS BEING OPENED THE ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OP 3m SECONDS AFTER THE DOOR IS OPENED AND 13E CAPABLE OP EMITTING A SOUND of SUFFICIENT VOLUME 10 BE HEARD TO THE DWELLING. tHR ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOvE THE THRESHOLD OP THE DOOR. SF.B.C. - 50012a (ICaa) SCALE : 1/4" : 1 DENOTES 2 LINES DENOTES I1/z "0 LINES SOIL STATEMENT SOIL CONDITION AT SITE BY VISUAL INSPECTION INDICATES AN ALLOWABLE BEARING CAPACITY Of 2000 P.SF. (UNDISTURBED BAND AND /OR ROCK) UPON COMPLETION Of EXCAVATION WE WILL viSUALLY INSPECT THE PREMISES TO SUBMIT A LEttER CERTIFYING THAT TO THE BEST OP OUR PROFESSIONAL KNOWLEDGE AND BELIEF THE CONDITIONS ENCOUNTERED ARE SIMILAR TO THOSE DESCRIBED ABOVE SF.B.C. LATEST EDITION 5001.5 SPEIAL PROVISIONS (a) ALL SWIMMING POOLS, SPAS AND HOT TUBS AREAS SHALL BE PROVIDED WITH A PERMANENT SAFETY WARNING SIGN N A READILY VISIBLE LOCATION FROM THE POOL AREA. WARNING SIGN SHALL WARN AGAINST SHALLOW WATER DIVING, PREVENTION OP ORDWNING AND INCLUDE THE FOLLOWING STATEMENT: "THERE IS NO SUBStItUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED N ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPR)" PGOL EQUIPMENT ON 4" CONCRETE PAD AND SEECURED WITH 4- 1/4"m ACHOR BOLTS Wi1J� NUTS AND WASHERS (TYPICAL) 15'4" — .-- .. _a,� EXISTING $ HIGH CHAIN LINK FENCE ALL AROUND 0) 30' -0" PROPOSED POOL PAM* ON SAND \ e (SEE DETAIL THIS SHEET) / / / si•r PLAN 6\ 100' 100' N.E. 100th STREET RESIDENCE NO. 910/ / // F.FL. EL. : 9 ASPHALT DRIVEWAY 3m' PARKWAY (N.T.S.) SCALE :1/8 : 1 LEGAL DESCRIPTION: LOTS 3 AND 4, BLOCK 110 SECTION No.8 OP MIAMI SHORES PLAT BOOK 14, AT PAGE 33 OP THE PUBLIC RECORDS Of DADE COUNTY, FLA. • — • _ — . _ —• . -- t• - - • — EXISTING DRA IN: IOLD P00 EMI! N EXISTING WATER METER AND I"0 SUPPLY LINE EXISTING WOOD 9 POLE J ❑ ❑ ❑ EXIS 1 METER TING CAN AND OVERHEAD ELECTRIC 1 SERVICE 1 _ 1Si • 1= 10 -0 3 0 a ❑ 0 ❑• 0 REVISIONS BY al ell 4 J N Y:3 �. arf @ -i ea:3 fit 4 , u 1Uv 4 —14 no- r tg -171 acN a } � ®o u d o J 0� r i� 1- ‘4,0„ ,„ r 1— hi cis ko U1 0 (0 (0 h- e I1 Z 0) POOL DANA & MOU I PMMNt SIZE .1 DEPTH 14' x 30' 13' t0 6' CAPACITY 13,136 GALLONS PERIMETER/AREA 90 L.F. / 401' PUMP * POOL 1.5 H.P. FILTER x CARTRIDGE (120'$) TILE 6" CHOICE TYPE OF PATIO SLIP RESISTANT EXIT RAILINGS LADDER COPING BRICK POOL TURNOVER 2.0 HOURS PL.OTAtfON ANAL•YSIe TOP WATER EYE ELEVATION 9.0' ✓ POOL DEPTH 6.0' LOW POINT POOL LEVEL 3.0' BOTTOM FLOOD CRITERIA 1.0' (uiii:(,U () F.C. DEPTH LEVEL 4.0' ✓ LESS HYDROVERtICAL 2.0' HYDROSTATIC UPLIFT 2.0' ✓ WALL THICKNESS TOP BOTTOM PLACED CONCRETE 4" 6" � GUNIT (06q 1) FLOOR THICKNESS BOTTOM PLC. D CONCRETE 6" (uiii:(,U () I ■ DRAWN: RM.G. CHECKED: OMF. DATE: AUGUST 98 SCALE: SHOWN JOB No. 98.01653 SHEET 2 OF 2 SHEETS GENERAL NOTES. 1- ALL FLOORS AND WALLS OF POOL t0 BE GUNITE APPLIED CONCRETE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 2- ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 60. 3- ALL POOL PIPING TO BE SCHEDULE 40 PvC BEARING NSF APPROVAL EXCEPT MAIN DRAIN TO SE SCHEDULE 80 PVC. 4- FILTER BACKWASH SHALL COMPLY WITH CHAPTER 50 OF THE SFBC. 5- NO POOL OR SPA DECK SHALL BEAR ON ANY TYPE OF SOILS EXCEPT CLEAN SANDS OR ROCK WHICH SHALL BE COMPACTED TO PROVIDE A SAFE BEARING CAPACITY OF 2000 PSF. ANY ORGANICS, MARLS, OR OTHER TYPES OF DELETERIOUS MATERIALS ENCOUNTERED ON EXCAVATION SHALL BE REMOVED (DEMUCKED) IN THEIR ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE SOIL AND COMPACTED IN 12" THICK LAYERS. WHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANICS DUE TO WHATEVER CAUSED, THE POOL SHALL BE REDESIGN FOR PILING. 6- IN ALL CASES THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHORING, UNDERPINNING OR ANY OCHER METHOD IF REQUIRED. THE DESIGN ENGINEER ASSUMES NO RESPONSABILITY FOR THE SAFETY OF EXISTING STRUCTURE. 1- THE DESIGN ENGINEER ASSUMES NO RESPONSABILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DFIMENSIONS N THE FIELD AND ESTABLISH LOT LINES IF NECESSARY. CONTRACTOR AND / OR OU. ER SHALL VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. 8- CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE MINIMUM CLEARENCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY IN GENERAL. HOLD A DISTANCE OF 15 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER AND 10 FEET FROM UNDERGROUND ELECTRIC LINES. 9- POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF CONSUMER PRODUCTS SAFETY COMMISSION, W.D.C. 10- MINIMUM 4' -0" HIGH IS FENCE RECOMMENDED AROUND ALL POOLS IN UNSCREENED AREAS. 11 -WHERE POOLS ABUT OR ARE PLACED NEARBY SEAWALLS OR BULKHEADS SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE IN GOOD CONDITIONS NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BEE REPLACED OR REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE PROPERTY OWNER. WHEN EXCAVATING FOR THE POOL, THE SEAWALL TIEBACKS SHALL NOT BEE CUT. WHERE CONCRETE DEADMEN PALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER FOR INSTRUCTIONS. 12 -THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN 12" THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO SO % OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. 13 -WHERE PATIOS ARE INDICATED BY OTHERS. THE PATIO DESING NOTES ▪ SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN SHALL BE BY OTHERS. 14- WARNING: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT AND POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. 15- THIS PLANS REMAINS THE PROPERTY OF THE DESIGN ENGINEER. IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEER AND TO THE BEST OF OUR PROFESSIONAL KNOWLEDGE AND BELIEF, THEY HAVE BEEN PREPARED N COMPLIANCE WITH THE SFBC AND ALL APPLICABLE LOCAL CODES AND REGULATIONS. JUNCTION BOX WATER LEVEL COPING 10'4" MINIMUM 4' -0" 20' -0" MAXIMUM GPI / WP. MEP,. 0 12 (CU)- I/2" C POOL PUMP F12 (CU)- 1/2" C POOL LICE SWITCH 0 F10 (CU) - C NON CORROSIVE CONDUIT 0 3 BARS EACH WAY 300 WATTS 12 VOLTS REMOVABLE UNDER WATER NICHE LIGHT 0 ECICAL DIAGRAM F12 (CU)- 1 /2" C ]o) TIME CLOCK ELECTRICAL NOTES: 1- ALL ELECTRIC WIRING SHALL BE IN ACCORDANCE WITH NEC -NPPA - 10 -i9°.6 -680 2- PROVIDE GROUND WIRE SYSTEMS LOOP WITH F6 COOPER WIRE FOR THE POOL DECK WIRE MESH AND STRUCTURAL STEEL. 3- ALL WIRING SHALL BE COPPER Ti-lux VARIES 1 SEE PLAN EXISTING 150 A PANEL JUNCTION BOX AND PUMP SWITCH • . 4 6" CONCRETE SLAB WITH $3010 " O.C. EACH WAY EXISTING METER CAN EXISTING 1 # 6 (GRD) (Cu) IN 1/2" C TO C.W.P. AND -5/8 "4) x10' RODS - EXISTING 2" cP DOWN TO POWER Co. CONNECTION 23' -0" I/ � M�4?C TYPICAL POOL SECTION H4NDHOLD DEt�IL 30' -0" GRAVEL 1 HYDRO VALVE 2i-3" WATER LEVEL CERAMIC TILE HANDHOLD AT 4' -0" O.C. (MAX.) IMMER DETA1L 0 — e ANTI - VORTEX MAIN DRAIN . 111 MAX d 4 " `c- WATER LEVEL EXISTING 3 *1,1 IN1 /2 "C EXISTING PANEL 150 AMPS W/ M.C.B. EECIC AL RISER DIAGRAM NOTE: ALL WIRING SHALL BE COPPER tHWN 1' - 0" VARIES SEE PLAN 1 ' GRADE POOL BOTTOM 12 "X9" X9" SUMP PRE -CAST CONC. OR RUST -FR FIBERGLASS MAIN DRAIN 2 "ep SUCT LIN E WATER EL LEV POOL 6OTTOM ... 12" (C) o0 CKtS SERVES CKt -26,28 POOL PUMP CKt -25 POOL LIGHT 1Z" ( C) C.B. 20 20 (C) POOL BOTOM� STEPS DETAIL MAIN DRAIN WITH ANTI - VORTEX GRATE 16 SQ.IN MINIMUM OPEN AREA 18" (A) RISER HEIGHT MUST SE UNIFORM (B) t 2" FROM THE UNIFORM RISER HEIGHT (C) CONTRASTING TILE AT EDGE .a •' 6" ORETE 1 -112" X 12" PIPE AR OUND (MIN C DRAI NC N SUMP ALL GRAVEL SUMP MAN DRAIN D6tA1L S CtRICAL DATA EXISTING SO PANS. U)/ M.C.S. P 2 1 KW 133 0.3 COPING DECK WIRE - COND. *12 -1/2 "C 0 12 -1/2 "C e WATER LEVEL 13,126 GALLONS RECIRCULATED N 2.0 HOURS 120 GPM a I GPM FILTER RATED 120 SOFT, FILTER AREA 1.5 HP RECIRCULATION PUMP I PHASE, 230 Y, 120 GPM 0 50' TDH POOL *e,, a. TYPICAL WALL SECTION CARTRIDGE FILTER - (120 SOFT.) Cr� SIGHT GLASS 11 VARIES (SEE PLAN) COPING INTERLOCKI BRICK PAYERS DECK (SEE SHEET -I FOR DETEIL) RADE -usiu 0 n , -n �_ I = -n- n i 1 =2 II 1 .u- 11 - STEEL TEXT FORM OR KRAFT FORM $ 3 0 10" O.C. EACH WAY `/ PIPING DIAGRAM WELL COMPACTED FILL -� FOR THICKNESS 3 0 10" O.C. EACH WAY SIDES AIR RELIEF VALVE 2"0 WASTE LINE 1.5 H.P. POOL PUMP WITH HAIR AND LINT STRAINER REVISIONS BY J % 9 • r1 .00M F I N I S rJ S C D L L c ;-SA¢c: t. 1 - `_oor;. ---- ee sE.: - - lVa_. -5 = !_ti:t!G r -�. =,- - L J. :K . fa 07!■t OAK. h FL-1T+ - rr• _ __... -_... !I1S1'°Ct LI ;:3 ?_c �F!iENi �L 5 Co P),T1 ^� =«O Ig -!:3T! F;kE :1 . t',i DINING r:l>O;�S OAK_ Do ?• L 5'. `::. ?LASTS .% . 50$4811 yo - HALLS # 1 11 2 r_ko Do Do Co . FRF-.NC.‘v. rho 2 F1x_E tart- .1cztkr FAM, i?...091A omL( g" H 1 `7LI" 3g 3 ,�` t � X 6, Ci_OSC'S Do Do Co EQUfPVENT 65 !t. ✓t:_T::? DATN # 1 TI t_ E. - N :GC :N { 0'14 t'ty-:C : o ✓ : Do �: i To r: -_ 4:6N' 4.-a` `, -3-. T _ •_. t�' `s of : 3u . 1 Cr'_ttiv ` Shr., ,, _ `P 1; # Z DO T Iv L; tr UNt " Vt /O(DD Do D Tolt_s 1 Cc!v 1 . - St... 2. °0�1 ,,, .'-'�q.',4T • .. E:< AS'. O tA°_;\.T_F_-".=T =4 001 L -4. . Cs F2_ ?;11 ua_ L. S - `xF.o5cD',' !k.So!, 1'`" t;.'_, Ca!xt.GE Do - ExPo�ez) ExPosrD S C H r D u' L 0 ,l L'�IL 1 1•v ✓t-1 NE!GNT. 1 2r,...' 4.2_r'..S A -TT if 1 V �t +- {-ioR‘Z . 20 LLEI(Z - 15 19 Ve" 38 " I � 1 l-isv - 013'3 . G LAss C X 1 1 ()% s 1 i ; • D 3-7 " �O�i� I CA E M4': c mss 04 k(,I3Z u 1/1" 50$4811 yo - }bR1eoKTAt_ RoL -R- • C1zess ikt 82 2 3 -713 / 9 3 11 . " i FP 1�i3 /`Itt ( j FRF-.NC.‘v. rho 2 F1x_E tart- .1cztkr FAM, i?...091A omL( g" H 1 `7LI" 3g 3 ,�` t � X 6, t+o - oL. t .J- X1 1 s v :, ��Epvc>= pove`a w ror\ u � St '11�sLE w�DTN - SEE SIR, TN .A , 1 1 , - ...• 1 IZoo f T c. N : - 3 -AGE i • ScraelJ..FnzA l 3 -o N1:714 FL4STER c ICES• ∎Ac5o,tvt Top Ii "ck LkJweL, q' c.e JGIS F, L o o rz: PLAN e ' tv • EDUARDO J. CANTO P.E. STRUCTURAL' ENGINEER P.E No. 56645 O.L. # No 127365 E.8- No 0001809 DAVIS ENGINEERS P.A. 780 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 (305) 266 -2566 NOTES; 1.STRUCTURAL DESIGN ONLY. 2.ATTACHED CALCULATIONS ARE PART OF THIS D• INGS. 3.SEE_ NOTES IN ATTACHED CALCULATIONS. REV ISSUED G��J7+2ACT0 •�. 4 - 1,3 :.J `' o tw.,,civ.wtu� colt�1oy. i'i'i 2.. !\.4 2 • 4Doo Rs R ES. 970 . ;OOT`' .'l16t ✓ _A AREA 5.3 SF ZONE 5 WIND LOAD + . 46 PSF - 62 - PSF AREA 26 SF ZONE I 5 WIND LOAD + 44 PSF - 56 PSF AREA ZONE . 4 WIND LOAD + 46 •PSIF - 50 PSF s AREA 26 SF ZONE 5 WIND LOAD + 44 PSP - 56 PSF AREA 112 SF ZONE 5 IN LOAD + 3°1 PSF - 43 PSF AREA 13 SP ZONE 5 WINO LOAD + 46 PSF 61 PSF AREA 152 SF ZONE 4 1••:. 0 LO • D 45 PSF 41 F'SF AA 13 Sr zo; 5 1••:. 0 LO • D 46 F'SF E',I FSF AREA 13 SF gone 5 WIND LOAD + 46 Psr - 6) Psr AREA 23.1 SF ZONE 4 WIND LOAD + 44 PSF - 43 PSF AREA 4.4 sr ZONE , 4 WIND LOAD' + 46 PSF - 50 PSF FA AREA 31.1 SF ZONE 4 WIND LOAD +; 42 PSF - 46 PSF AREA 13 • SF ZONE 4 WINO LOAD + 46 PSP - 50 AReA - 16.2 SP' ZONE 4 WIND LOAD + 45 F'SF - 41 PSF AREA ' IS SP ZONE 4 ININ17 LOAD + 46 PsP - 50 PSF • • st 2.0 - • 1, c c 2' 0" 2t.o: • 0" • - • rit-111;..; 0 .1; Flwyst: , c4, H 0 N FINItso \ • )1 • /1 • . • - = r - 0 _I • 4. 0: 'to'? oV PIATV NI 5 0 • co; - • AREA ZONE 4 0 IP 44 PSP 4,6) PSF TOP or Pi...vtet) •Fir.,," ._ • .. L___ t .91 E 1 • N r- -H 0' - .--7. Top. • F m ' 1;'•11..!.0 rwr..0 •7 1Af:w4 F TEp t, kkr. te Hu Ditty zt.t.:. -re. 4 r r y .:02(...,..3opae51; _ Ems Ot w EST EL E.V:6,T1 A ; 11 : 1 - • E. -.: - ,ExPos.D 4' RA:Let, L.1 JOINTS. 4 E.xt.,1•11.1:_ .9. - • - i - - ---' 7 i • riN11 FL.00P--- ,' . - - - - -: :-. 7 - co`x '... T... ' A cc - 53 Do0 f EVATIO IL, 0 . Ge' F1 Cc_ r r 0 ••■ 1 (4, . FIN I 'S PL:cperx /:_:; • FINtsw ;3:zaps EXISTING GP.A0'E. S 0 LJ T H • Sc: C. Ai k :c _ . c D C. St u c c P..%Ntri.....3 " - ; , 31 F , A.NCE Of Y.". .7" • -- L.- 0 1. E CEIs1ENIT SWINGL-4 01-ock tti. -»' ree3t. ston oftANG. • F I.. 1 4 1 Roo N.. • AREA ZONE 32.4 SF 4 WIND LOAD + PSF PSF Tr' el .;) STU CC° , 2?-0 4 ___ A NoaT LLEv r 1 NA_ s : " • • AREA t fcce7 s UCC: jr ,•••• S141P1.0.1 S 101 NI C.I■ 19.7 SF ZONE 5 'MIN O LOAD; ' + 44 ; PSIF -. 58 PSP '2 r 0 TOP Of 11.../1T E. _ • v. E.1 S ED 4' :109.',7-ONT.1.L... 1JT • •1 Top Oi PLAT E (.. 1 - ------- ------------- ---- - ---------? . • --- 1 I ... . . I . . . . . . •,' , . . . ' 7 1 I I 1 7.77 : - 7. - 1 - . - .77, - ,: .7.:77.7 -- .. 1 . , ... :-. 7... 7 -:.-..::::.. -, - 1.7:7: '_= , 11 il I I: 'I I 1 • 11 ': t 1 11 1 , I 1 1 • " ..... 1: ..._.1!........i ..... I .. .:. I L • I d • ' • tr.- 11. , ‘ Jr , -- 1, 1 ; : 0; r i • ' E F s l c A L. 7 1. 1 " '2-0 ----- _,....------- __.....------------ , ScorlE. Expost.... 7.1c:c: Cr t E.IrA , To N. ,-_-.' u joiNTS kJ fi'-CC1.-- E L EVATION j f o - r s L '4 • ..1 • , • 0 " EDUARDO J. CANTO P.E. STRUCTURAL ENGINEER P.E. No. 56845 0.L # No 127365 E.8. No 0001809 DAVIS ENGINEERS P.A. 780 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 (305) 266-2566 NOTESZ 1.STRUCTURAL DESIGN ONLY. 2.ATTACHED CALCULATIONS ARE PART OF THIS DRAWINGS. 3.SEE NOTES IN ATTACHED CALCULATIONS. 77 i6b .a1K41 • PROJECT 5O tt DATE ISSUED To; DATE so 1\e/IrL. IRIWK/\ 970 NI 100TH sr. NAINI nA. L , E. f FLORIDA ;;HEET , 31 r = SKETCH SK•;- I i t i �. 1 . • y 'J • , 1 4. , F- • • • . • -E r A ft A LING or e$l11Iltf3 PAVtHc. N1 100 $ I J T I N O S I D 6 WALLACE RESIDENCE ALTERATION 970 NE 100th Street, Miami Shores FL 33138 I1 , • • • 1.4 J Q V , • 2 O u • Project # 8823 __________________ = = == =33=== = == 6 July 1988 F R A N K L I N E . G R A U & A S S O C I A T E S ARCHITECTS - PLANNERS - INTERIOR DESIGNERS 9822 NE 2nd Avenue, Miami Shores, FL 33138 Tele 751 -8796 • q t r k II • • .Q151114$ c11y: ?I►j113' • t't S 2R45• VILL/Sa 1 1 • ' 4 1 1 1 : ) . 4 0 r s i ' A P. . ` o o +r o, fT N • 4. r • , \1: � , • .��'• • • y ,, • • r � r.2;lr 2 • r ' V ; - . 1 r , r+ , L i v s., • • j -1 s ..1�},� lt� r' .1(:);,9 1 • 0 : r • 11 • • Ian rf 1.! i /5R +4K / �en_ R !...i 1 , / l_Li - ' ' 1 116 .. ofy , v t2, J..4f • 1 • • :1)41) F fir• • • runt fl 131c d;1C • -_ - -_ , ,14 � • A • r f . i 'j 4 f •il 1 • • e z- I11 I, •o , ' I1 �► 1 • t •.t ru 'i • v •_.v.. •..,• • •''}�''r• M .. +. r -... 1. { • r 1 I r � ', r / • i L 1 h� • , in . . 1 •:.� % , ' Vi 1 ... - .1' i . 4: ',AZ r' : }• !' �j'. 4. y r r • , t t I 11 trj tif;;t;T4;1?-%'4:".+'tIrl:":" laurtniii6 j ' . •... • . • `,` • SKETCH SK - 2 Project # 8823 WALLACE RESIDENCE ALTERATION 6 July 1988 970 NE 100th Street, Miami Shores FL 33138 F R A N K L I N E . G R A U & A S S O C I A T E S ARCHITECTS - PLANNERS - INTERIOR DESIGNERS 9822 NE 2nd Avenue, Miami Shores, FL 33138 Tele 751 -8796 • 1 I • • 1, x,44 1 1% •• t I • r i . : • ttti1•5+:•J12AbG • I • • •• 1 • FiNIS14 3t2.4%�L Exzsrtr c 3P At � G. t/ p %�,2 / H' fYl�l \V)N 0 .. -f-- S; To Ma 1 -c �X�Srir�1� o_ Tor or PLAT t S o c1 r H E 4 E. y A T i 4 S L E 4- r•-0 r M II CO 11 N �D NI I CO 11 OI 11 I-- 1 CO 11 a. 11 Lily') N- CO 11 � II C� 11 444.) It 11 It II < Ln It • 11 V) 1"-- V It 1-- 11 e--4 Cd O 1I O 11 W 4) • r7 11 UZ. O 11 II CO CU S. II 11 O I Q- II .O 11 V) II II I 11 V) W I 0 11 II N CO II II 1Y M tl co Q O •-4 11 M 11 M 11 .--4 11 M 11 M 11 tl 11 M II II 11 J 11 J II 0:: W 11 Lt_ 11 11 II ^ 11 VI II 1 VI 11 C) 11 N 11 L II s- 11 0 11 V O II S 1 Q s II Z V) 11 1 W V) 11 O II IY Z It � ••_. 11 Z •r- II F E 11 t!3 Q E tt Q � 11 J 7 11 !Y '' 11.11. 1 ty II W II II F- 11 11 J ^ III W ▪ 1 11 Q i-1 ^ 11 C) II W w V) , 11 V L F- O H Z 4 - II Z U 4) ((� It W V) W > 11 H F Q I 11 I .s= 11 1-4 11 V) +� II J S - Y II W O 11 U s✓ V) II tY O 11 Y tY CV 11 .-1 11 d 11 W t1 Z W S it U W t1 Z U II Q Z 11 Q F- II J 11 CV W I-L.) 11 J O 11 N Y II 4 N. II CA N 11 3CT II u CopP6R Vaif I'x 10' !'a5c14 ' 3' • Coatti/V WS 3G12. \Ur• wry sores • • 1/2°k V' Sr. 1.r t ' 'Ve LOED TO Cpl. . • . 4 -• 1 Kul) tleA • • ' NQN SIiKI NK a1ZOV1' FiN1s14 GiCAoe 1. Torte CrPot'ir.StilgaLa. Tio..s I- JO. ; 2 - 1 5 . ftl-f LA'( S.' . 1 G T1 G SHrAININc3 r; . 6A60. 2'44' NAILHR. • re I ur e \V WN Uc-noJ F R A N K L I N E . G R A U ARCHITECTS - PLANNERS - 9822 NE 2nd Avenue, Miami Shores, 'ROCK LAtN• AND PIAS! cP. 2• ''X G'� f1.0 ft BOLTS AL O' C.C. G'c 12' CoNc. II btAM- 4- 54'ss c .c•: • % i".x a , '.48��... sr: .,..PITt_\ve[4 Q To• ro, �, t. LUf- YcoLUMa � 1 Is11Na 0RA0G to A /0 Cdal foo11Nels• • .D.ETL L 4 tY r •• • T Y p ! c ..A..t. • W a L L S t c•'I • 1 ., a, - .,� � ' .• • • c , i Z' : - I*-o *r7 . •. 44 I '.% SKETCH SK - 4 Project # 8823 _ _ _ _ _ _ = = = = = = = = _ _ = _ = = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = = = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WALLACE RESIDENCE ALTERATION 6 July 1988 970 NE 100th Street, Miami Shores FL 33138 & A S S O C I A T E S INTERIOR DESIGNERS FL 33138 Tele 751 -8796 • • • 119Te 1� mitt. 02 rugged GVJ' ' • ON PA W.KE 'vEI D \viKZ t '' .4641 1 c VIA bcT Grp .,•: ' Plywood Fot masaloa,. '' r7; Ufl ILOR., VS' prr\v?LL ' // TAMP I .5MKLEO JOINTS •• ' • 4 ";c u cQL_(J J x "x ?' ST FLT • N'LDEQ To (ALA./MN 4 %2" ' RED }4'S 1loN' S1 XT CoNRE • BM (10QM y rdiweivs tio17 111/046 '' ;471 C0I4 dit .Ned 4.4- ro`D.+ort - tom.... Z . <I Li / .wp.' rr-� i r / — ' 3 . URltactitut - ` � �eaiea�Up� Qt -. t14.4V; 6;14,ri -i,1i laoi pupa 3uiai:a. iet:;t4pap'4 Irq €.tetjd `Burnt..: ;4 1 :, -ra to p ».o �. pi liy 'uia.l.gpataaII>us �[iiteat ). a..vi ;4r tuk,war4.4. 3ii!punci 111,7 Jr) a2(jainiou 'i: t. la i apitGtC7gut? 1144 tp}v )J 2 i1 lam a; : 50 , a t 111) °.zr.uZ )Ua it ,>ut :af) `8UIq tnid `*uLpr r: + v , : r + • a . ''t A .)a '1444 •it rest es raid-. +!• ; e4, t61 t tom. AIR coNorroNiko 241 (A iI ( . H ,1j."4N, (rLORIO,'\ l .l) Room . �. -r—• -- • £-- - -- `1,e I:t ECTRR3I t. NOTES C©OL�IN CQmnre$t,or _ h s() Condenser ati_ � .arripS 3 2 vplts_.! . ha e fan Chit_ _fit ainp 11. volt ..).,_pf es4, Furnace Fan_ __ amps. ._voitS_ phas r Total Amp l.;.1. MIS ORAWItiai IS ILLUSTRATIVE ONLY A� IS SUBJECT itt 'ACCOR `iVICE WITH SU UCTURAL f?t�tl IthR REQUIRF,A'ttjfffs: 14 - R7(c.dLutatoDL____ 5teiNicve It'eA $ Yo 31 VC;i S te ow. 2:h slgr 295.o is 5 .„ 11 c.lc\_:1 it t tct3ZZ 4 TV-777:4! 1 - L t . 4 -1!StC 3 . _ ce:AN„MD2.._ .1 4 . 1 3.1 I LI '3,3ct t gst