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TC1 -1 Li A7 ..57A / h� t� ( / , 4 ' 2e".3 47: C) ■ LJ — 6 wQ: es /C) 7o/4' MA URRE S. WEINTRAUB. A. !. A. 2 - A R 0 F-4 i - r 7: • te ki /0 5 4 4 , e/ 14-4.41c ( , y t t d' ;4 `• t4 CA ,4,, I! A:43 it Tut 1 4 s • A l fl . • $ 4 ( p- 4 A " x Cser./, v / 74 .- :, 1Viftk7.111531..41' :1717:41irt ori::::Ari,4"1:4.1.75.77.4-.i.',:":k.- tez.ssrly.Plo ,, .1 Iti baglimi ttt.Aer,t1s .4Ath,/§.or '..14.4i't47,e,klie F.rirEfi R 0.1 htri14. Ali 1 iioivre-4 Itel A, sP/ q X1$ .at,,y, oi)tti-itli viehtif 1t4 , t.,..) 44.110e-:"`-r.4 !..11Seee ■-etr.A._1,441.cqi, 6 i. - ..,.)...:-...21._ _ ... ....) ef.P , ( ? — 4 / , ...:., ../6.).--/c._._cc_..._____----? ,_____:„._11,,./..v_.,,,,,5_,- 4 IF L t_iF . ; AC t Oqt0A /C. k AAA // 0 // 7-7 — c l < C— -1 ( DRAWN M.M. CHECKED M.A.C. DATE 2 -4 -04 SCALE AS SHOWN JOB NO. 04 SHEET A 1 S 0... ti EZT REVISIONS OWNER SUBMISSION 2 -12 -04 PERMIT SUBMISSION 3 -17 -04 DECK Sc STEPS DESIGN LL REV. 6 -10 -04 1/4 MCGOVERN ORTEGON RESIDENCE MIAMI SHORES, FLORIDA GROSS LOT AREA: = .5,322 S.F. RESIDENCE: = 4,300 S.F. DATA EAST SETBACK SOUTH SETBACK NORTH SETBACK WEST SETBACK BUILDING HEIGHT ROOF DIRVEWAY, WALKWAYS POOL DECK LANDSCAPE AREA LEGAL DESCRIPTION EXISTING PROPOSED 223 -10" 35' -8" 22' -0" 24' -9" 32'- 2" 3,473 S.F. 3,210 S.F. 24,339 S.F. LOTS 1, 2 AND 3, BLOCK 95, "MIAMI SHORES SECTION FOUR ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE 14, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. 213' -10" 25' -10" EXISTING EXISTING EXISTING EXISTING 4,260 S.F. 23,289 S.F. SCOPE OF WORK 1) NEW DECK & STEP EXPANSION TO EXIST. PO 1) POOL UNDER SEPARATE PERMIT L DECK cn m GENERAL NOTES: INN ON O!• 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: A.THESE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS). B.SOUTH FLORIDA BUILDING CODE. LATEST EDITION. C.ALL APPLICABLE STATE AND LOCAL CODES ORDINANCES AND REGULATIONS. D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE UNDERWRITERS 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB- CONTRACTOR. NOTED DIMENSIONS ARE PRECEDENT OVER SCALE. 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. 5. ALL CONDITIONS AND ALL APLICABLE REQUIREMENTS OF THE CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALL SECTIONS OF THE SPECIFICATIONS. 6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN. 7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. 8. DISCREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELFWITH THE PROJECT THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS, SO AS TO THROUGHLY UNDERSTAND THE WORK. ANY AND ALL DISCREPENCIES AND OMMISSIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT DISCREPENCIES AND OMMISSIONS ARE REPORTED AND CLARIFICATION OBTAINEf. 9. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION, COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE CONTRACTOR. 10. OMMISIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. 11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 12. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. 13. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. 14. THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES OR OPENING TRUE AND OF THE PROPER SIZE OF HIS OWN WORK, OR CUT SAME IN EXISTING WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS OWN WORK OR OTHER CONTRACTORS WORK, CONSULTING WITH OTHER CONTRACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF SAME . IN CASE OF HIS FAILURE TO LEAVE OR CUT SAME IN THE PROPER PLACE, HE SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO EXCESSIVE CUTTING SHALL BE PERMITTED NOR SHALL ANY STRUCTURAL MEMBERS BE CUT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION OF ALL WORK OF HIS TRADES PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE WORK OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER SEPARATE CONTRACT BY THE OWNER. N.E. 101ST STREET 10.35' NGVO n ELEV. +9.75" NGVD XIISTING STORY DENCE ' ELEV. +14.20" NGVD DECK ELEV. +13.40 EXISTING POOL ELEV. +9.85' NGVD ' ELEV. +9.9' NGVD EXISTING 6' HT. WALL BE DEMOLISHED / 22' PARKWAY 5' SIDEWALK 387.65' I . Lt REV. 6 -10 -04 20' ASPHALT PAVEMENT 0)\ \cS 0 v E R p P i N P�IEN FROFOS PLAN SCALE: 1 1 6 "= 1 ' — 15. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS WORKMAN -LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR SHALL CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL GLASS AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER ACCEPTABLE TO THE OWNER. 16. THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS ACCEPTABLE TO THE OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM FOR A PERIOD OF NO LESS THAN (1) ONE YEAR AFTER DATE OF ACCEPTANCE OF WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 17. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIONS AND SPECIFICATIONS. 18. SHOP DRWINGS AND SAMPLES FOR ITEMS DESIGNATED BY THE ARCHITECT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. 19. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL PHASES OF THE WORK ARE COMPLETED EXCLUDING ALL FINAL PUNCH LIST ITEMS, REGARDLESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELLING. 20. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN COSIDERATION UNLESS THEY ARE IN WRITING AND SIGNED BY THE ARCHITECT, THE CONTRACTOR AND THE OWNER. 21. "THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTIO OF BUILDINGS" OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT A -201, LATEST EDITION, ARE HEREBY MADE PART OF CONTRACT DOCUMENTS, THESE GENERAL NOTES, SPECIFICATIONS AND CONTRACT BETWEEN THE OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER THE " GENERAL CONDITIONS" IN THE EVENT OF A CONFLICT. 22. AIR CONDITIONING AND VENTILATION PERMIT BY MECHANICAL CONTRATOR. THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION 99 w z LU S w z 11 0 < CD n 1 Q O LIG() Z Z O Q > Lc) 0 cn C� O� U l Z 1 0 BEAV SC-EDLE MARK SIZE INCHES ELEV. TOP REINFORCING #3 STIRRUPS E. END REMARKS AB 10" X 24" DC EXISTIN CONT. E NO. SPACING INCH 3 #5 CONT.& #4048" C.C. S.W. CONTINUOUS 2 # 5 2 # 5 EXISTING TB -1 8X12 2 # 5 2 # 5 4 @ 8" C.C. & 12" C.C. TB - 2 8X12 FOUN3ATO\ 1 E3LH SCI MARK SIZE REINFORCING REMARKS F -1 10" X 24" 2 #5 CONT. EXISTIN CONT. F -2 10" X 24" 3 #5 CONT.& #4048" C.C. S.W. CONTINUOUS DRAWN M.M. 1 CHECKED M.A.C. D ATE 2 -4 -04 SCALE AS SHOWN JOB NO. 04 SHEET f TS EXISTING POOL DECK EXISTING POOL #4 © 12" C.C. 111111111 DN • • • • • • '•• UP DN NOTE: PROVIDE #3 STIRRUPS 4 ® 12" AT BEAMS AND CORNERS AND 48" C.C. FOR REMAINING LENGTH OF THE TIE BEAM. PROVIDE 2 #5 AT MIDDEPTH (ONE EACH FACE) FOR 30 " TO 42" DEEP BEAMS. 4 #5 (2 EACH FACE) AT 1/3 FROM THE TOP AND BOTTOM FOR BEAMS BETWEEN 42" TO 54" . 2' -0" 1 1 #5 CONT. AT NOSING 1 #5 VERTICAL REINFORCING IN GROUTED CELL @ 32" C.C. (TYP.) NEW 2' -0 "x12" CONT. CONCRETE FOOTING W/ 3 #5 CONT. REINF. & #5 @4 "C.`. SHORT WAY. COLUV\ SCHE3JLE 8 "X12" CONCRETE COLUMN W/4 #5 CONT. AND #3 STIRRUPS @ 8" O.C. 8 "X12" CONC. COLUMN W/4 #5'S CONT. AND #3 STIRRUPS @ 8" O.C. AND #3 DOWELS @ 12" O.C. INTO EXISTING COLUMN DOWELS SHALL BE EMBEDDED 6" W /HILTI HIT HY150 EPDXY SYSTEM 13 1 #5 VERTICAL REINFORCING IN GROUTED CELL @ 32" C.C. (TYP.) NEW 2' -0 "x12" CONT. CONCRETE FOOTING W/ 3 #5 CONT. REINF. & #5 @ 48" C.C. SHORT WAY. " STEPS SECTION SCALE:3 /4" = 1 ' -0" #4 BARS X 24" LONG @ 16" C.C. DRILL 6" INTO EXISTING & SET W/ EPDXY GROUT EXISTING WALL AND FOOTING TO REMAIN • t ti POOL EQUIPMENT ROOM PROPOSED FOUNDA ON P AN SCALE: 1 /4 "= 7 ' - O " 5' -7" • • 2' -0" 2' -0 "x12" CONT. CONCRETE FOOTING W/ 3 #5 CONT. REINF. & #5 @ 48" C.C. SHORT WAY. WALL SECTION SCALE: 3/4" . .0\ min 1 Y 1 0 /1\ REV. 6 -10 -04 NEW 4" CONC. SLAB WITH 6 "X6" W1.4XW1.4 W.W.F. FOR NEW EQUIPMENT ROOM 1 ' 1 ' 8" CONC. SLAB ON GRADE -- Vv/6"X6" 10/10 WWF. #4 BARS X 24" LONG © 16" C.C. DRILL 6" INTO EXISTING & SET W/ EPDXY GROUT EXISTING WALL AND FOOTING TO REMAIN (1) #5 CONT. 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