Loading...
487 NE 100 St (16)WS; s ..Titdir 16, 19.6, Secretary of ; Tanning ward,. Village of Miami Shores, i'lerlda. Cen t l.enen: !. B2'ady Residing, To . eonTorm to your recommendations. the exterior of the f.tret fl.dt r of the above reaidence will be stucco. I prefer this to the small 4" block. The house is Colonial in charadter, an.i the us* of V" bl cok, wjth • the horizontal joints .accentuated, was to simulate the typical wide boards of colonial design. 1 wish 1 bad t.rie time to dhow ,you 1161w mot at- tractive comes on the beaoh 'similarly designed. An alternate design of the garage will be submitted to you and 7;bi1e the Owner is not X am reparei to }ay anymore for this part of the work, sure At Will h, to your satisfaction; ie tion V y ituy yours, William henk1in, jr. GENERAL CONCRETE REINFORCING STEEL All dimensions shall be verified by contractor at the job site and in case of any discrepancy in drawings, architect and/ or engineer shall be notified and obtain their approval before proceeding with work. Contractor shall comply with all the provisions of the South Florida Building Code and the ACI 318 -95 specifications. Coordination of the work of all trades (structural, plumbing, electrical, air conditioning and architectural ) at the time of erecting this building structure is contractor responsibility. No additional payments shall be made to the contractor, for the contractor's failure to correct conflicting field conditions after the structure has been erected. The engineers shall not be responsible for, nor have control or charge of construction means. Methods sequence, or procedures, or for safety precautions and programs. All change orders must be signed and approved by the owners prior to approval by the architect and/ or engineer. Minimum compressive strength for all structural concrete shall be as follows (unless otherwise specified on the plan) Beams 3000 PSI © 28 days Columns 3000 PSI © 28 days Slabs 3000 PSI © 28 days All structural concrete 3000 PSI © 28 days Cement shall be portland type 1 conforming to ASTM 150. Regular weight aggregates shall comply with ASTM C -33 and the South Florida Building Code. Aggregate shall be clean and well graded with maximum size 3/4 ". Provide integral water repellent admixture (Aquapel or equal) in manufacturer's printed direction and shall be free of calcium chloride. All reinforcing steel shall be ASTM A -615 grade 60 ASTM A -305 deformations. Detailing, fabrications and placement of all reinforcement shall conform to the ACI and CRSI SPECIFICATIONS. (latest edition) Contractors shall provide addequate chair to support the reinforcing and to prevent displacement. All discontinuous end of all top reinforcing, shall be hooked. Provide 2 — #5 5-0" long (bent in the middle) corner bars at all corners. Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression members shall be in accordance with ACI 318 -83 table 1 thru 8. Lap top reinforcing steel at the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1/2 ton additional #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: Columns . 1 1/2" Grade beams . . . .3" Beams 2 " Slab 1" PREPARATION OF Contractor to follow all recommendations of geotechnical engineer for this project and use the FOUNDATION original soil report as a guide. CONCRETE BLOCKS SLAB OPENING WOOD TESTING MATERIAL Shall conform to the latest standards of South Florida Building Code. All load bearing wall shall be type 'H' with a minimum average strength of 1500 P.S.I. All reinforcing masonry units shall be continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor shall provide opening at the bottom of reinforced masonry unit at each level for inspection. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls © 16" c.c. Extend wires 4" into concrete columns. Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3' -0" to 8' -0" marked on foundation plan TC -1 Extend reinforcing into concrete beam at the top and into conc. footing at bottom, as per column reinforcing detail. Splice length for these reinforcing shall be minimum 30 ". Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete cast.No chipping will be permitted. All opening thru the concrete floor slab for plumbing, tub wast, electrical, mechanical shall be coordinated with related plans. Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating material shall be used where wood is in contact with concrete. Lumber grade and species for roof trusses shall be determined by truss fabricator. Contractor is responsible for the expenses of all required testing, performed by approved testing laboratory. Contractor shall submit all test result to engineer. L m F F L- T1 L— TB F -1 F -1 L TB F -1 L _J L L- F -1 7 0 E LIVING AREA ELEV. +11.0' NGVD TB GENERAL CONTRACTOR CAPACITY OF 2000 PSF. THAT A SOIL BEARING EXIST. IF A BEARING TTHOEFENGINEER ASHALL 2000 PSF. I S ENCOUNTERED, BE NOTIFIED BEFORE PROCEEDING WITH WORK. A LETTER WILL BE SUBMITTED AFTER THE GROUND HAS BEEN BROKEN ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. F -1 68' -9" TB NEW 8 "X12" W /(4) #6 (Sc #5 STIRRUPS © 8" OC. COLUMNS W / #4 ©12" HORIZONTAL DOWELS 6" INTO EXIST. TIE COLUMN OR FILL CONCRETE CELL, AND SET IN EPDXY GROUT. A LIVING ROOM ELEV. +10.6' NGVD F -1 F� m i r 1 1 . I 11 11 11 11 L 1 1 2' -0" 0.C. TRUSSES ()DOSE R AM N SCALE: 1/4 " =1,_0" SCALE: 1 /4" 4_ d k FAMILY ROOM ELEV. +10.6' NGVD 4 NEW 4" CONC. SLAB ON GRADE - d W /6 "X6" W1.4XW1.4 W.W.F. v v . d • O °0 OUNDA 15' -8" 5- . p ROO AN ".e k 3' -4" 181, TB -2 BELOW © WINDOW F -2 I REVISION 3 -17 -04 SHAD SHAFIE, P.E. STRUCTURAL ENGINEER 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA P: (305)984 -5974 sshafie ©bellsouth.net REVISIONS PERMIT SUBMISSION 10 -10 -03 REVISION /1V-17-04 DRAWN M.M. CHECKED M.A.C. DATE 8 -11 -03 SCALE AS SHOWN JOB NO. 03 SH EET 0' EXISTING 2 1/2 TON COMP. #2 EXISTING 4 TON PACKAGE UNIT #1 EXISTING 2 1/2 TON FAN UNIT #2 EXISTING UTILITY D )12X1 EXISTING BEDROOM 2 w E 12x8 FLOOR MOUNTED -J E EXISTING 12xs KITCHEN FLOOR MOUNTED ® E 12x8 FLOOR MOUNTED 000 0 EXISTING DINING ROOM EXISTING BATH EXIST. HALL EXIST COAT 0 UP DN v SCALE: 1 /4 "= 1 ' - O " ( WORK) E 1ox10 1ox10 EXISTING FAMILY ROOM 152 S.F. EXISTING LIVING ROOM SLNG 2N9 FOOR CHAN CA v 15' -8 " " 1' 6' -4" 11 5' ' -8" E 12X8 EXSI NG M.L.CHAN NEW FAMILY ROOM 267 S.F. -7" 15' SCALE: 1 /4 "= 1 ' -O" CAS 11 • 4 • 1 A NEW ROOF BELOWW IMMEI AN AREA OF 7 NEW WORK OOFR AN REYES - GAVILAN CONSULTING ENGINEERS, INC. ARISTIDES REYES - GAVILAN, P.E. CERTIFICATE OF AUTHORIZATION # 8464 STATE REGISTRATION P.E. 0048181 8325 W. 24 AVE. BAY 2 HIALEAH, FL. 33016 TEL: (305) 828 - 205 / AX: (305) 828 -6484 mega I cbbel s, uth.net ( PERMIT SUBMISSION 10 -10 -03 MECH. COMMENT #1 12-30-03 CHECKED M. A.C. DATE 8-11-03 SCALE AS SHOWN JOB NO. 03 SH EET OF 1 SHEETS 1 l / I , EXIST. CL. CL. ' -^ EXISTING BAT O EXISTING - E E § e 12X8 BEDROOM 4 DN -L- E X RETURN 12X12 FAN # ■ E 2 N EXIST. 1 , -` HALL ,� E RETURN 12X12 E TG EXIS IN �� 12x8 X 1 x12 BEDROO I ► I I 1 CL. EXISTING 1 J { 0 ] BEDROOM i � = XISTING B A 12x8 i 0 TH - ' 1---- 1 EXISTING 2 1/2 TON COMP. #2 EXISTING 4 TON PACKAGE UNIT #1 EXISTING 2 1/2 TON FAN UNIT #2 EXISTING UTILITY D )12X1 EXISTING BEDROOM 2 w E 12x8 FLOOR MOUNTED -J E EXISTING 12xs KITCHEN FLOOR MOUNTED ® E 12x8 FLOOR MOUNTED 000 0 EXISTING DINING ROOM EXISTING BATH EXIST. HALL EXIST COAT 0 UP DN v SCALE: 1 /4 "= 1 ' - O " ( WORK) E 1ox10 1ox10 EXISTING FAMILY ROOM 152 S.F. EXISTING LIVING ROOM SLNG 2N9 FOOR CHAN CA v 15' -8 " " 1' 6' -4" 11 5' ' -8" E 12X8 EXSI NG M.L.CHAN NEW FAMILY ROOM 267 S.F. -7" 15' SCALE: 1 /4 "= 1 ' -O" CAS 11 • 4 • 1 A NEW ROOF BELOWW IMMEI AN AREA OF 7 NEW WORK OOFR AN REYES - GAVILAN CONSULTING ENGINEERS, INC. ARISTIDES REYES - GAVILAN, P.E. CERTIFICATE OF AUTHORIZATION # 8464 STATE REGISTRATION P.E. 0048181 8325 W. 24 AVE. BAY 2 HIALEAH, FL. 33016 TEL: (305) 828 - 205 / AX: (305) 828 -6484 mega I cbbel s, uth.net ( PERMIT SUBMISSION 10 -10 -03 MECH. COMMENT #1 12-30-03 CHECKED M. A.C. DATE 8-11-03 SCALE AS SHOWN JOB NO. 03 SH EET OF 1 SHEETS f 13 1-3 < { • I • • • _ r P \ • ' P7 ROVE 7 { t -- ZONING gSiRUCtURAL ELECTRICAL FLUMBING M ECHAN'CAt BLDG. • ' f "{••1 r o t • •• • 8Y • C4 0 C4 0 0 C4 C4 ,» tar e, 0 x 0 p v ,�►.vtr 4a .3 .3 to 0 cg Od (.\ , mac N '.` W CY N tY tij ale cd 0 Sig O JG tar co 1—U ) 0 �•� 0 �x 0 7 0 vi ¶.• 0 0 b) a 1 tar 1 4 0 1 V ;;LTilECT TO CCMFUANa WITH •ll rEDERa1. .STATE AND COUNTY RULES AND REGULAItO. JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 ?APR 0 2 2004 A 0 0 0 sra 1, f 4td, ;Ar." ,1 114,0 1/.., s t y t 3•t,0 toy 4 Aaav fs '±yf��K� 5,0 O,r' 4 r- guar 044i6 :Q 0 t L 3 fitl. a ' '!`•. '^rr-`c • y am ... .�. fi t- ,. . �... .tvr.•., �, vwa'+.e rr we 7 nr ? — ' S b ? ,.eT . i a. " r } rY. •ryp, .✓..,v �•ti S girs.r r " ' T'�"'�'•+'•M r-r 3 ••r '!^•t.'4q �_.Y •! _ - ..veZ.1t r'*••9w -- et".r.'•'....�.�4 .1iyr... Y r j Y +_ 4 fi ..."'4".�._'..Y.�..,, .. w.-�y s � rro 11::" +51T- • mar • 11."1,t4 t..t ciE. . , S t.IS . . . P� ^' )M.. tr.?Ar' Y2 w••••• -. k'4.R f,,..err -_' - T _ T .. , - y.� • - _� - .-. -a. .r. • _.,.•w�s-1•srr.•�aa • yr.?". ie"a"a�+ -c! __ "1"."." va -.ae w.r.,....•ry •r•••� - Mw .. +��^t^ arr.. " •Aa, arm, • t•1t :' .C+%F }_. ' $LAC oaLe t .... r r ∎ - •,..e- ....:. -4Y' n*n.,..�9'�.a..i,.. •'"'6^"'^�+- w.h,I;�.:, ..,sw- ^7Y.�.er a+:.- ...:......- ' �,' 'v r'.- .a• -..rr ..::....: , ir. • j , . '� , +-r 4 , eT . .. •••••■• w.. - = . .r . S� p T!- "'^^'^"- . P' , •••i•• , fi r Y¢ < RC .Do tr4Y tw$l:c 0 V1 44xir r M kAtl $N1t+ S.'r!.A + 1.-r -., *....., T . , a; ,. y,.L ,-;- -A `, w a 'C• Y _ CO tiN I " Pia �..:w» -- , 23 Q .M. �; W 1 4 : 1-11'.4. 6 1: S k4 1i N N4. i F./ 4 VN 1.t'>p ■ 3 I e 41 ' A' v 14 :' u 9 . - T 1 ; C YO^ ;kr r 4 Ri6,11-1 tD LEFT CHARLES C. MITCHELL P.E. CIVIL/STRUCTURAL #11127 15490 N.W. 7TH AVE MIAMI FL. 33169 46ci(e WiT01460100SiON1 CQNC 4,500friNsicoOMitkt•litefliti3O4icritck - ..,Kooilky It 14gra A4r,f2, TAN r.4 F0040E19 N(/116gt GO 0l4:TE.1142,3 -. -,_-,..,„.,,_ .. WiiVi)OWITALOTIONsNdTgb.. GAA6.10 Wit4cow ti=.Act. 4- /. 6 ) ot-1 w159 s:o Pge YruiviKici 151-1S4 + 45.1 " 47 b •••■■•••••••• '3 ALL 1:3-1-)164 .1)5 ()" 51149\VI "E CALOJ L,1 i"K" A1-151/A6cE 7 b& L:r.6V-41-1 \i'Loct Ty P1 raw FLoorz oF)51.1106 ezi,o) ps-r ( FtooR ovel,:two P5F ( 15'-26 TRIAL T=Rtribt,iitig ce...)Evni:teKrr roe urEmwo e. Fr cog:46 ARe CM.c.0 LA[) VOR %ow it* 5 • F • gt.INf) W40ow N f2e0 0t3e0Isiesiti.) rrairirrfler. Et..re\JA ALL wif1/41-vow4 - ro t5E."YALg OciRol\r, ALutylikitivi co1.014tAL s5gtt, 000 AtA 0 t.)t)AL AG ror4 eett?5 M.1014 TO b. TLeE:mtaltotsi.(hei to 6LA - To Vlekt\n•ir-M-CC 61 A 1 ) 4 ) ••••••r• •••••••••••••••••••••••••••••-• • - • •••.•■••••• •••- g-• i.rTt rrr-•••-••••••1 orrr ix 3 C•tt.A.A., • •,.....,•••••,••••••••,00......... rrr••• 4>.1 65.1 14 NemoYAg)k 6ktuarrg N -A00 AVAI,LeM:.44FOrt,-.- ‘* . ALLO)viuLt.e.) • • . . \VW 00tV ISPA6E:14IT FOR: 0E-FmtNI - reL 4237 "NM_ 100 ST: tYIAW\ 6i1oitt,) VL1 ,00,06 * t -*/ , 6,19.64. , 1 t 4 VV11,0 it %Ili 11, '" - C k-..) • Z.-At IV • 0,0e, 4trraity.e G A V-- Gr r=;- 4. " a mars. ,1 , ..•••51f 0TI117:Y. r, t f cop; ire) . - - * 4 ,?0,1; `` - S e C nor; 44" f • rl 74771 TT y w ;f `i GENERAL NOTES: 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 SAFE IY 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 OBTAINED. 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. 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. SCOPE OF WORK 1) ENLARGING EXISTING FAMILY ROOM FROM 152 S.F. TO 267 S.F. FOR AN INCREASE OF 115 S.F. 2) NO PLUMBING AND MECHANICAL EXISTING A/C TO REMAIN 3) NEW ELECTRICAL AT FAMILY ROOM ONLY 0 0 0 a N PEEL RESIDENCE MIAMI SHORES, FLORIDA EXISTING USE: RESIDENTIAL EXISTING 2ND FLOOR: EXISTING GARAGE TOTAL EXISTING 2,508 S.F. PROPOSED TOTAL W /ADDITION 2,775 S.F. GROSS LOT AREA: 115.00' X 102.45'= 11,646 S.F. DATA EXISTING PROPOSED EAST SETBACK SOUTH SETBACK NORTH SETBACK WEST SETBACK BUILDING HEIGHT ROOF 23' -6" EXISTNG POOL DECK ASPHALT /DRIVE WAY SIDEWALK, B.B.Q. LANDSCAPED OPEN SPACE 8,163 S.F 7,896 S.F. LEGAL DESCRIPTION LOT 23 AND 24, BLOCK 90 OF MIAMI SHORES SECTION No. 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE 14, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. V m W 8 20 EXISTING GARAGE ELEV. +9. NE. 1 01 TH ST. 9 21 _OCA LOT 23 90 NE. 100TH ST. SCALE: 1" 1 OO' > /NGVD 1111111 1111111 1111111 SEPTIC TANK ELEV. +9.7' NGVDu EXISTING' (2)STORIES RESIDEN E #487 ELEV. +11. 10 22 EXIST. ALLEY ELEV. +8.96' NGVD 102.45' T 11 5 SIDEWALK 15' PARKWAY SCALE: 1" 30'- 0" 30' -0" 10 -0" 13' -8" 1,202 S.F. 616 S.F. 12 24\ 1,285 S.F. 843 S.F. 380 S.F. w 1- o W Z 20' 25' -0" EXISTING EXISTING EXISTING ON MAP EXISTING EXISTING �l LOT 24 A\ OL DECK 0.25' NGVD LY ROOM 10.62' NG 20' -0" FAST SFTRACK 0 0 AREA OF NEW WORK EXIST. 4' HT. CONC WALL .E. 100TH ST. CROWN OF ROAD ELEV. +9.07' NG C3� LJ S LO LJ z o DRAIN FIELD T ELEV. +9.20' NGVD • O D EXISTING UTILITY EXISTING BEDROOM W _ —J 000 0 EXISTING KITCHEN 101 (A) EXISTING DINING ROOM 101 CA) L__ 0 o O KA) CA) o I I 101 EXISTING BATH EXIST. HALL i XIST COATI 0 UP DN CU 101 NG 2ND FIOOR BLOCK UP EXISTING WINDOW 0 SCALE: 1 /4 "= 1 ' - O " (NO WORK) EXISTING FAMILY ROOM 152 S.F. EXISTING LIVING ROOM NEW FAMILY ROOM 267 S.F. RO OOR I� SCALE: 1 /4" = 1 ' -0" r' • NEW ROOF BELOWW REVISION 1 3 -17 -04 AREA OF NEW WORK REVISIONS PERMIT SUBMISSION 10 -10 -03 REVISION /\ -17 -04 B Y r ( • Z Ct 0 (/) LL 0 O U Z p L.L- LU j O V a CI_ <w O 00Z0 ( Lai w O J0 V) 0 —Li TT 00 < e. • .. . ••- •••- ' ' ' i 13 ' -4 " / 6 ' -4 " 35' -7" / 13' -3" 5' 5' 15' 5' 1 1 12' -6" ,3 0 ' EXIST. CL. 101 CL. .— — EXISTING BAT EXISTING BEDROOM 101 DN 1 - -L— O _ CL. (5 EXIST. r HALL 0 101 O EXISTING BEDROOM I 1 1 1 1O 1101 EXISTING 10 CL. i BEDROOM 10 0 101 __--) XISTING` BATH — 101 O ll - - 1 _ GENERAL NOTES: 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 SAFE IY 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 OBTAINED. 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. 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. SCOPE OF WORK 1) ENLARGING EXISTING FAMILY ROOM FROM 152 S.F. TO 267 S.F. FOR AN INCREASE OF 115 S.F. 2) NO PLUMBING AND MECHANICAL EXISTING A/C TO REMAIN 3) NEW ELECTRICAL AT FAMILY ROOM ONLY 0 0 0 a N PEEL RESIDENCE MIAMI SHORES, FLORIDA EXISTING USE: RESIDENTIAL EXISTING 2ND FLOOR: EXISTING GARAGE TOTAL EXISTING 2,508 S.F. PROPOSED TOTAL W /ADDITION 2,775 S.F. GROSS LOT AREA: 115.00' X 102.45'= 11,646 S.F. DATA EXISTING PROPOSED EAST SETBACK SOUTH SETBACK NORTH SETBACK WEST SETBACK BUILDING HEIGHT ROOF 23' -6" EXISTNG POOL DECK ASPHALT /DRIVE WAY SIDEWALK, B.B.Q. LANDSCAPED OPEN SPACE 8,163 S.F 7,896 S.F. LEGAL DESCRIPTION LOT 23 AND 24, BLOCK 90 OF MIAMI SHORES SECTION No. 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE 14, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. V m W 8 20 EXISTING GARAGE ELEV. +9. NE. 1 01 TH ST. 9 21 _OCA LOT 23 90 NE. 100TH ST. SCALE: 1" 1 OO' > /NGVD 1111111 1111111 1111111 SEPTIC TANK ELEV. +9.7' NGVDu EXISTING' (2)STORIES RESIDEN E #487 ELEV. +11. 10 22 EXIST. ALLEY ELEV. +8.96' NGVD 102.45' T 11 5 SIDEWALK 15' PARKWAY SCALE: 1" 30'- 0" 30' -0" 10 -0" 13' -8" 1,202 S.F. 616 S.F. 12 24\ 1,285 S.F. 843 S.F. 380 S.F. w 1- o W Z 20' 25' -0" EXISTING EXISTING EXISTING ON MAP EXISTING EXISTING �l LOT 24 A\ OL DECK 0.25' NGVD LY ROOM 10.62' NG 20' -0" FAST SFTRACK 0 0 AREA OF NEW WORK EXIST. 4' HT. CONC WALL .E. 100TH ST. CROWN OF ROAD ELEV. +9.07' NG C3� LJ S LO LJ z o DRAIN FIELD T ELEV. +9.20' NGVD • O D EXISTING UTILITY EXISTING BEDROOM W _ —J 000 0 EXISTING KITCHEN 101 (A) EXISTING DINING ROOM 101 CA) L__ 0 o O KA) CA) o I I 101 EXISTING BATH EXIST. HALL i XIST COATI 0 UP DN CU 101 NG 2ND FIOOR BLOCK UP EXISTING WINDOW 0 SCALE: 1 /4 "= 1 ' - O " (NO WORK) EXISTING FAMILY ROOM 152 S.F. EXISTING LIVING ROOM NEW FAMILY ROOM 267 S.F. RO OOR I� SCALE: 1 /4" = 1 ' -0" r' • NEW ROOF BELOWW REVISION 1 3 -17 -04 AREA OF NEW WORK REVISIONS PERMIT SUBMISSION 10 -10 -03 REVISION /\ -17 -04 B Y r ( • Z Ct 0 (/) LL 0 O U Z p L.L- LU j O V a CI_ <w O 00Z0 ( Lai w O J0 V) 0 —Li TT 00 < e. • .. . ••- •••- 11 ton i 13 ' -4 " / 6 ' -4 " 35' -7" / 13' -3" 5' 5' 15' 5' 12' -6" ,3 GENERAL NOTES: 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 SAFE IY 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 OBTAINED. 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. 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. SCOPE OF WORK 1) ENLARGING EXISTING FAMILY ROOM FROM 152 S.F. TO 267 S.F. FOR AN INCREASE OF 115 S.F. 2) NO PLUMBING AND MECHANICAL EXISTING A/C TO REMAIN 3) NEW ELECTRICAL AT FAMILY ROOM ONLY 0 0 0 a N PEEL RESIDENCE MIAMI SHORES, FLORIDA EXISTING USE: RESIDENTIAL EXISTING 2ND FLOOR: EXISTING GARAGE TOTAL EXISTING 2,508 S.F. PROPOSED TOTAL W /ADDITION 2,775 S.F. GROSS LOT AREA: 115.00' X 102.45'= 11,646 S.F. DATA EXISTING PROPOSED EAST SETBACK SOUTH SETBACK NORTH SETBACK WEST SETBACK BUILDING HEIGHT ROOF 23' -6" EXISTNG POOL DECK ASPHALT /DRIVE WAY SIDEWALK, B.B.Q. LANDSCAPED OPEN SPACE 8,163 S.F 7,896 S.F. LEGAL DESCRIPTION LOT 23 AND 24, BLOCK 90 OF MIAMI SHORES SECTION No. 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE 14, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. V m W 8 20 EXISTING GARAGE ELEV. +9. NE. 1 01 TH ST. 9 21 _OCA LOT 23 90 NE. 100TH ST. SCALE: 1" 1 OO' > /NGVD 1111111 1111111 1111111 SEPTIC TANK ELEV. +9.7' NGVDu EXISTING' (2)STORIES RESIDEN E #487 ELEV. +11. 10 22 EXIST. ALLEY ELEV. +8.96' NGVD 102.45' T 11 5 SIDEWALK 15' PARKWAY SCALE: 1" 30'- 0" 30' -0" 10 -0" 13' -8" 1,202 S.F. 616 S.F. 12 24\ 1,285 S.F. 843 S.F. 380 S.F. w 1- o W Z 20' 25' -0" EXISTING EXISTING EXISTING ON MAP EXISTING EXISTING �l LOT 24 A\ OL DECK 0.25' NGVD LY ROOM 10.62' NG 20' -0" FAST SFTRACK 0 0 AREA OF NEW WORK EXIST. 4' HT. CONC WALL .E. 100TH ST. CROWN OF ROAD ELEV. +9.07' NG C3� LJ S LO LJ z o DRAIN FIELD T ELEV. +9.20' NGVD • O D EXISTING UTILITY EXISTING BEDROOM W _ —J 000 0 EXISTING KITCHEN 101 (A) EXISTING DINING ROOM 101 CA) L__ 0 o O KA) CA) o I I 101 EXISTING BATH EXIST. HALL i XIST COATI 0 UP DN CU 101 NG 2ND FIOOR BLOCK UP EXISTING WINDOW 0 SCALE: 1 /4 "= 1 ' - O " (NO WORK) EXISTING FAMILY ROOM 152 S.F. EXISTING LIVING ROOM NEW FAMILY ROOM 267 S.F. RO OOR I� SCALE: 1 /4" = 1 ' -0" r' • NEW ROOF BELOWW REVISION 1 3 -17 -04 AREA OF NEW WORK REVISIONS PERMIT SUBMISSION 10 -10 -03 REVISION /\ -17 -04 B Y r ( • Z Ct 0 (/) LL 0 O U Z p L.L- LU j O V a CI_ <w O 00Z0 ( Lai w O J0 V) 0 —Li TT 00 < e. • .. . ••- •••- HVAC SCHEDULE SPLIT SYSTEM YES -- r0 rJ AIR HANDLER UNIT 0ES1GNATION A1_40 /J'I MANUFACTRURER U3' \TS f MOO EL ASO 1 ?.0 I . (O SUPPLYAIR -CFl.1 HEATER !C / /'• _ TOTAL COOLING BTU/ - \ 2, 2 o' ELECTIC SERVICE /' O j 2 TOTAL SENSIBLE HEAT GAIN AIR HANDLE UNIT WI E - {T L BS SMOKE CONTROL C.11 T] 1 CONDENSING UNIT DESGNATPON MANUFACTRURER I V 7 S moo EL AUK/ !2 Ct NO OE COvPRESSCRS I COmPRESSCRS F'LA I S. PC Nil C'' NO OF CONDENSER FANS j SEER'EER CCP Vl , ELECTRIC DATA V/PH f (- ,2 -- 1 s IIVAC DESIGN REQUIRES: YES NO DUCT' SMOKE DEfECFOR iJ c jJ O N0 FIRE DAMPERS) SMOKE DAMPER(S) FIRE RATED ENCLOSURE _ No FIRE RATED ROOF /FLOOR ASSEMBLY Cf 0 ■ CEILING FIRE STOPPING j N o SMOKE CONTROL NO EX ( C Vt NG 0 0 M 2. c r 1 (/i e��' Cpl 1 \ e / - ? L T N-.4 X77 L. * ✓✓ !VS r;) 1T t - /,V 12 " r 41s: z4( f z. EEC, a iv t J NI 2 (`- CO pEN5L`7Z UN( j .2. A2 / N7 /4 G aL✓• Q Gc_E of 4 O r6 kJ / �r9Ns�U 2u VOLINT/WG r ra/L h/.7: s. a�ErA� F3.-14p I /2 GA. TAP (IF Nc6U? SUCTION LINE l 6, )/37/ 4Rn- 1GFc✓ (N5L/L &Trod 4d v 0= r? PA ,re P /Ef1 L/ u / r L/ O CoNC C3/5 E w /6: C, lo//U wIvF L E e LJ F F L CO .f r ? aLi ( t Y\rA1 - 5 ,+ j t ! Y /74../....---1:- A? /40TEr; i 1'6"x5 SW I MOUT 4 1 1 6 11 WEATHERPROOF GFI RECEPTACLE LOCATED 10 - 20 FEET FROM POOL WATER EDGE EXISTING RESIDENCE BRICK ON S AND FOOL LAYOUT 1/4" =1 BULLNOSE COPING 3'5" 2004 U.G. SERVICE 102.5 SEWER N.E. 100 STREET ' EQUIP SITE FLAN 1" =20 61.40 2051 23. U1 z U4 z 1 �. �'. =r - IMES P.E. CI ` ' INEER 12292 ELEV. TOP OF POOL WALL 8.0 DEPTH OF POOL 5.0 ELEV. TOP OF MAINDRAIN 3.0 FLOOD CRITERIA 6.5 ELEV. TOP OF MAINDRAIN 3.0 POOL IN FLOW CRITERIA 3.5 LESS 2'0" HYDROSTATIC VALVE 1.5 SLAB THICKNESS REQUIRED 6 38 SURFACE AREA ( SQ. FT.) 428 500 VOLUME (GALLONS) 12000 I TURNOVER (HOURS) 8 22 PERIMETER (FEEL) 83 DECK AREA (SQ. FT.) 493 1 F.P.L. METER 6" CERAMICS HOUSE PANEL 1 -2P -208 1- 1P -15A 3 02 THWN IN TIMER 1/2" CONDUIT • 2 HP PUMP INTERLOCKING BRICK CEMENT WEDGE - 2" SAND BED ROCK BASE WATER LEVEL -uui1=A ANTI VORTEX MAINDRAIN 6" THICK GUNITE WALLS REINFORCED WITH • 3 BARS AT 10 " CENTERS BOTH WAYS 6 THICK GUNITE FLOOR SLAB REINFORCED WITH +' 3 BARS AT 10 " CENTERS BOTH WAYS. FOOL SECTION 2* 14THWN +1 IN 1/2" CONDUIT 2.J' •' TNUJN + I 0 12 THWN IN 1/2" CONDUIT 12 VOLT POOL LIGHT JUNCTION 110V/12V BOX TRANSPOR" IER_ ELECTRIC RISER D IACIRAM 111101111=111111 1 . NO SCALE NO SCALE POOL COPING E3RICK ON SAND DETAIL NO SCALE PLUMBING NOTES: 1. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PvC - PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH CLEVIS HANGERS. 2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE PIPING 11/2" DIAMETER UNLESS OTHERWISE NOTED. 4. FOOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE. 5. ANTI voRTEX MAINDRAINS SHALL HAVE A MINIMUM 6 SQ. IN. OPEN AREA. 6. A 12 "x12" MAINDRAIN GRATE MAY BE SUBSTITUTED FOR ANTIvORTEX TYPE. ELECTRICAL NOTES: I. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM TO ARTICLE 680 OP THE NATIONAL ELECTRICAL CODE. 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0" OP POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL 1;2I5ER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. STRUCTURAL NOTES: 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P91. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAvE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. BRICK OR STONE COPING uu�nui� 1 1/2" HYDROSTATIC VALVE SET IN 3/4" WASHED ROCK BED NOT SECURE MAINDRAIN GRATE WITH SCREWS. • "10 THWN FOR 200W •14 THWN FOR 15W TYP OF 2 SOIL NOTE: RECIRCULATION PUMP 2 HP, 10 GPM AT 60' TDH SELF- PRIMING Z 5P P Z ` j i\P \ .O �� G AL MIN. 18" BELOW WATER LEVEL ,gyp \N � . C��'���v'� 5P \`r1� �� A¢ \ �rti � � Zf' P �5 EQUIPMENT ISOMETRIC 2 '"3 BARS ACROSS NICHE 1 1/2" POOL WASTE AIR RELIEF VALVE POOL WALL STEEL 1/2" NON METALIC CONDUIT TO JUNCTION BOX LIGHT BOUY BOND WIRE TO POOL STEEL UNDE W,ATER L IC- I-1T DETAIL NO SCALE BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. HOWEVER IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. NO SCALE SAFETY NOTES: 1. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL AND 5P,4 AREAS READILY YI6ISLE FROM T1-4E POOL AREA IN ACCORDANCE WITH APENDIX F ANSIN51 -5 -35. 2. THE WARNING SIGN, A5 PER ITEM 1 ABOVE, SHALL IJARN AGAINST SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: "THERE 15 NO SUBSTITUTION FOR ADULT SUPERVISIC,'N OF SMALL CHILDREN. IT 18 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPU;." 3. ALL DOORS WITH DIRECT ACE55 TO THE POOL AREA SHALL BE EQUIPPED WITH AN ALARM WI-41C1-4 PRODUCES AN AUDIBLE ALARM WHEN TI-4E DOOR OR ITS SCREEN 15 OPEN. POOL, SPA AND HOT TUB BARRIERS: ALL POOLS, SPAS AND 1-40T TUBS SHALL COMPLY WITH SECTION 5001 OF THE SFBC AND SPECIFICALLY 50012 (10) (aa) "ALL DOOR WITH ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN TI-4E DOOR OR ITS SCREEN 15 BEING OPENED. TI-4E ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR 15 OPENED AND BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO BE HEARD IN THE DWELLING. THE ALARM 51-1ALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. THE DEACTIVATON SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE T1-4E THRESHOLD OF THE DOOR POOL FILTER WITI.4 150 SQUARE FEET OF FILTER SURFACE AREA CARTRIDGE TURBO BOOST INLET POOL COPING NOTE: STEP STEEL NOT REQUIRED POOL DECK MIN. 15 SQ. IN. BASKET 1k " TURBO RETURN SKIMMER SECTION NO SCALE ANTI VORT MAINDRAIN 1 811 1 1211 STEP DETAIL POOL COPING SAME THICKNESS A5 WALL -- OPTIONAL STONE BRICK OR 13" 10" COPING STONE WATER LEVEL COPING _ :. BENCH SEAT SWFMCUT DETAIL SPA POOL NOTE: SECURE MAINDRAIN GRATE WITH SCREWS. SF4 POOL SECTION 4 RISERS AT 10 " EACI -4 NO SCALE _WATER LEVEL r 2" TILE STRIP OF CONTRASTING COLOR OPTIONAL 2" TILE OF CONTRASTING COLOR NO SCALE 12' COMMON WALL SWIMMING POOL WALL 6" THICK 51-4OTCRETE SPA FLOOR AND WALLS REINFORCED WITH 0 3 BARS AT I&10ENTERS. NO SCALE FOOL- AND SPA DATA: HYDROSTATIC UPI-IFS' SWIMMING POOL NOTE: IF THE POOL IN FLOOD CRITERIA 15 LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6" AT THE SHALLOW END TO THAT INDICATED ABOVE A5 SLAB THICKNESS REQUIRED. O 00 ILL (L li__ 1 z LL o LLI r DRAWN M.M. CHECKED M.A.C. DATE 8-11-03 SCALE_ AS SHOWN B NO 1 -4 A a OF 2 SHEETS 411.11.M pli 0 . 0 bilm/li.da■M.46-Elni■ ■ ■ 4 . ■..._■A..,AII„„Ill DRAWN M.M. CHECKED M.A.C. DATE 8-11-03 SCALE_ AS SHOWN B NO 1 -4 A a OF 2 SHEETS ROOF PEAK TOP OF r° 1 BEAM FLOOR 0 GRADE —63.3 PSF. /58.1 PS —59.6 PSF. /54.5 PSF. NEW STEPS (Sc WALKWAY FROPO sou H SCALE: 1 /4" PrOPOSED _ EL SCALE: 1 /4 "= 1 ' -O' AREA OF NEW AREA AREA OF NEW AREA 000 000 DOOR SCHEDULE EXISTING DOUBLE FRENCH EXISTING MATERIAL EXISTING ALUM. FRAME EXISTING METAL EXISTING EXISTING REMARKS FINISH SCHEDULE EXISTING FAMILY ROOM FLOOR PTD DRYWALL CEILING PTD DRYWALL REMARKS SELECTION BY OWNER ROOF PEAK 2ND FLOOR FLOOR ROOF PEAK TOP OF BEAM 2ND FLOOR FLOOR —59.6 PSF. /54.5 PSF. SCALE: 1 /4" WINDOW SCHEDULE MK WIDTH HT SILL JAMB HEAD MATERIAL DESCRIPTION REMARKS EXIST, EXIST. EXIST. EXIST. 4'-9'' ® 5 4 ALUM. & SELECTED BY OWNER GLASS © 3' -1" 4' -9" * ALL DOORS AND WINDOWS ARE TO BE DADE COUNTY PRODUCT CONTROL APPROVED * WINDOW MANUFACTURE TO VERIFY ROUGH OPENING PRIOR TO FABRICATION AREA OF NEW AREA ROOF PEAK TOP OF ro l BEAM FLOOR REVISIONS OWNER SUBMISSION 10 -10 -03 If 8� , 7f 11 -10 ,, 7 " 13 -4 ' 1 " 6 -43 f1l 1 " 13-3 " }i� 1 1 Jl 5 f __ -- / I 1 I 1 I EXIST. CL. I I 0 , , 101 J CL. EXISTING — BAT EXISTING BEDROOM .-. O 101 . DN 101 f CL. EXIST. I* - - -- \ HALL O 101 O EXISTING BEDROOM 1 I I I I i 101 �0 EXISTING 1 CL. U BEDROOM 10 0 101 EXISTING BATH O '- 101 I I I If 8� , 7f 11 -10 ,, 7 " 13 -4 ' 1 " 6 -43 f1l 1 " 13-3 " }i� 7 5 51 15 ' 5 f ,8, 12' -6" 35' - 7" , , GENERAL NOTES: 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 OBTAINED. 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. 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. SCOPE OF WORK 1) ENLARGING EXISTING FAMILY ROOM FROM 152 S.F. TO 267 S.F. FOR AN INCREASE OF 115 S.F. 2) NO PLUMBING AND MECHANICAL EXISTING A/C TO REMAIN 3) NEW ELECTRICAL AT FAMILY ROOM ONLY IZ O O V I v _ N PEEL RESIDENCE MIAMI SHORES, FLORIDA EXISTING USE: RESIDENTIAL PROPOSED: FAMILY ROOM ADDITION FREESTANDING GARAGE EXISTING 2ND FLOOR: GROSS LOT AREA: 115.00' DATA EAST SETBACK SOUTH SETBACK NORTH SETBACK WEST SETBACK BUILDING HEIGHT ROOF ASPHALT /DRIVE WAY SIDEWALK, B.B.Q. LANDSCAPED OPEN SPACE 9,365 S.F 9,248 S.F. LEGAL DESCRIPTION LOT 23 AND 24, BLOCK 90 OF MIAMI SHORES SECTION No. 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE 14, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. w 13' -8" 1, EST SETBACK 8 20 OCA EXISTING GARAGE 1111111 LOT 2 3 1111111 1111111 uwu NE. 1 O1 TH ST. NE. 100TH ST. 9 21 EXISTING (2)STORI S RESIDEN E #487 10 22 X 102.45'= EXISTING 11 30' -0" 10 13'-8" 23' -6" 616 S.F. 12 23 24\ SCALE: 1 " 1 0 0 ' 102.45' F� 5 SIDEWALK 15' PARKWAY 1,285 S.F. 1,552 S.F. 380 S.F. 843 S.F. 11,646 S.F. PROPOSED 1. 1OOTH ST. SCALE: 1 " =20' 25' -0" EXISTING EXISTING EXISTING EXISTNG EXISTING ON AP LOT 24 AN 20' -0" ,L FAST SFTRACK ELI O O AREA OF NEW WORK EXIST. 4' HT. CONC. WALL C3 L.LJ 2 (A) 0 0 D 101 101 EXISTING UTILITY EXISTING BEDROOM ro J 000 0 1011 EXISTING KITCHEN CA) 0 0 EXISTING DINING ROOM 101 i1 101 EXISTING BATH 1 - XIS1.1 O COAT EXIST. / HALL 0 UP DN BLOCK UP EXISTING WINDOW EXISTING LIVING ROOM 101 mil 00 SCALE: 1 /4" EXISTING FAMILY ROOM 152 S.F. NG 2ND AN ' - (NO WORK) ROF-)0 ED LOO FLAN SCALE: 1 /4" NEW FAMILY ROOM 267 S.F. 9 0 " NEW ROOF BELOWW AREA OF NEW WORK REVISIONS PERMIT SUBMISSION 10 -10 -03 DRAWN M.M. CHECKED M.A.C. DATE 8 -11 -03 SCALE AS SHOWN JOB N O. 03 SH EET BY 1 OF 2 SHEETS HIGH ROOF DESIGN WIND PRESSURE ZONE GROSS UPLIFT (P.S.F.) NET UPLIFT (P.S.F.) WALL PRESSURE (P.S.F.) (i) (NEGATIVE) -57.3 -42.3 - '2 (NEGATIVE) -76.9 -6t9 - ® (NEGATIVE) -94.2 -79.2 - OVERHANGS (NEGATIVE) -93.4 -78.3 - ® (FIELD NEGATIVE) - - -59.2 a (CORNER NEGATIVE) - - -68,8 ® &Q5 (POSITIVE) - - -54.4 BEAN SCHEDULE MARK SIZE INCHES ELEV. TOP REINFORCING STIRRUPS E. END NO. SPACING INCH REMARKS A B D C _____13 E CONTINUOUS TB -1 8X12 2 #5 2 #5 40 8" C.C. &12 "C.C. TB -2 8X16 2 # 5 2 # 5 0 6" O.C. FOU \DATIO\ SCHEDULE MARK SIZE REINFORCING REMARKS F -1 10" X 16" 2 #5 CONT. EXISTIN CONT. F -2 10" X 16" 2 #5 CONT.& #4048" C.C. S.W. CONTINUOUS COLUMN SCHEDULE ® 8 "X8" CONCRETE COLUMN W/1 #5 CONTINUOUS i 10 8 "X12" CONCRETE COLUMN W/4 #5 CONT. AND #3 STIRRUPS 0 8" O.C. 8 "X12" CONC. COLD iN 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 REVISIONS PERMIT SUBMISSION 10 -10 -03 DRAWN M.M CHECKED M.A.C. DATE 8 -11 -03 SC AS SHOWN JOB NO. 03 SH EET OF Z SHEETS 6) HUGHES DTC HURRICANE STRAP UPLIFT 1410 #(TYP) 2 "x12" END CUT DOWN TO 6" AT FASCIA METAL DRIP FLOOR - PAINTED WOOD FASCIA NAILED 4' O.C. NEW 2x BLOCKING PROVIDE HORIZONTAL MASONRY REINFORCEMENT ©16" 0.C. EXTEND THIS REINFORCEMENT MIN. 4" INTO TIE COLUMNS AT EACH END 2 COATS (5/8 ") OF STUCCO TO MATCH EXISTING #5 © 32 "C.0 IN FULLY GROUTED CELL 10 "X16" CONCRETE FOOTING W/2 #5 CONT. 2" MIN. COVER (TYPICAL) ROOF SHEATHING NOTE: CLAY TILE ROOF OVER 30 LBS. FELT TIN TAGGED TO 5/8" CDX PLYWOOD SHEETING NAILED TO 2 "X4" WOOD TRUSSES @ 24" 0.C. PLYWOOD TO BE NAILED @ 6" 0.C. IN THE FIELD & 4" O.C. ON THE JOINTS. 30 LBS FELT TO BE TIN TAGGED 12" 0.C. IN THE FIELD & 4" 0.C. ON THE LAPS. ALL EVE DRIPS & VALLEY METAL TO BE NAILED @4" 0.C. USE 8d GALV COMMON NAILS FOR THE PLYWOOD SHEETING TRUSSES @ 24" 0.C. PLYWOOD TO BE NAILED @ 6" 0.C. IN THE FIELD & 4" 0.C. ON THE JOINTS. 30 LBS FELT TO BE TIN TAGGED USE 8d GALV COMMON NAILS FOR THE PLYWOOD SHEETING AND 11/4" GALV. ROOFING NAILS 3" 26 GAGE METAL DRIP 1X3 P.T. WOOD STRIP PROVIDE HORIZONTAL MASONRY REINFORCEMENT ©16" 0.C. EXTEND THIS REINFORCEMENT MIN. 4" INTO TIE COLUMNS AT EACH END FILLED CELL W /(1) #5 @ 32" 0.C. (MAX.) TYP. 5/8" STUCCO FINISH TO MATCH EXISTING PROVIDE HORIZONTAL MASONRY REINFORCEMENT ©16" 0.C. EXTEND THIS REINFORCEMENT MIN. 4" INTO TIE COLUMNS AT EACH END #5 @ 32 "C.0 IN FULLY GROUTED CELL 2" MIN. COVER (TYPICAL) - IP IL PISA% AMU /AI PAI PA Ma ILI MA • AO LI PA 1 MUM P• • ai=r F -2 --4°-,---11,A,""11! J7 1 , A A Arkai F -2 �1 2' 2 » � 4 / \ / \ / \ /\ 0" EMBEDMENT DTC DADE COUNTY PRODUCT APPROVAL # 98- 0717.03 8 " STANDARD HOOK 6" EMBEDMENT / \ / \ / \/ / \ / / \ / ROOF SHEATHING NOTE: USE 5/8" PLYWOOD SHEATING PLYWOOD ROOF SHEATING SHALL BE CONNECTED TO JOISTS W /8d NAILS @ 4 "C.C. ALONG PLYWOOD BEARING, 6 "C.C. ALONG EDGES & 6 "C.C.@ INTE "MIDIATE SUPPORTS. " EMBEDMENT DADE CONTY PRODUCT APPROVAL # 98- 0717.03 I R -30 INSULATION 1/2" GYP. BD. OVER 1x3 WD. FURRING @ 16" 0.C. 30" LAP MIN. TYP. 8 "x12" CONCRETE TIE BEAM W/4 #5 CONTINUOS & #3 STIRRUPS 4 ©12" & 48" C.C. AND 2 -60" LONG #5 BENT AT CORNERS 1/2" GYP. BD. OVER WD FURRING AND R -5 INSULATION 30" LAP MIN. TYP. NEW 4" CONC. SLAB ON GRADE W /6 "X6" W1.4XW1.4 W.W.F. SCALE :3/4"=1 ' —O" l �G a ' ' cir 4,t PRE — FABRICATED TRUSS 2' -0" 0.0. 9" BATT INSULATION R -30 MIN. 1/2" GYP. BD. OVER 1x3 WD. FURRING @ 16" 0.C. 1X3 CROSS FURRING AT 16" 0.0. TYPICAL 1X3 WOOD FIRE STOP CONTINUOUS 8 "x16" CONCRETE TIE BEAM W/4 #5 CONTINUOS & #3 STIRRUPS 4 ©12" & 48" C.C. AND 2 -60" LONG #5 BENT AT CORNERS 1/2" GYP. BD. OVER WD FURRING AND R -5 INSULATION NEW 4" CONC. SLAB ON GRADE W /6 "X6" W1.4XW1.4 W.W.F. • WALL SCTON 15' TOP STEEL: CLEAR COVER BEAMS . . . 2" SLABS FOOTING . . 3" SLABS ON GRADE . . . 7" B - BOTTOM BAR C - TOP BAR OVER SUPPORT E - TOP BAR AT NONCONTINUOUS END 4/10 ROOF ZONES BOTTOM STEEL: CLEAR COVER BEAMS . . .2" SLABS . .... . . .1." FOOTING . . 3" SLABS ON GRADE . . . 2" TYP. STEEL SLAB SYMBOLS SIZE OF REINFORCING BAR SPACING CENTER TO CENTER LOCATION OF BAR WALL SC SCALE :3/4 "= 1 ' -O" F -1 EXISTING 2ND FLOOR EXT. 8" CONCRETE WALL TO REMAIN NOTE: PROVIDE #3 STIRRUPS 4 0 12" AT BEAMS AND CORNERS AND 48" C.C. FOR REMAINING LENGTH OF THE 11E BEAM. PROVIDE 2 #5 AT MIDDEPTH (ONE EACH FACE) FOR 30" Ti; 42" DEEP BEAMS. 4 #5 (2 EACH FACE) AT 1/3 FROM 1HE TOP AND BOTTOM FOR BEAMS BETWEEN 42" TO 54 ". SHAD SHAFIE, P.E. STRUCTURAL ENGINEER 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA P: (305)984 -5974 sshafie@bellsouth.net GENERAL CONCRETE REINFORCING STEEL All dimensions shall be verified by contractor at the job site and in case of any discrepancy in drawings, architect and/ or engineer shall be notified and obtain their approval before proceeding with work. Contractor shall comply with all the provisions of the South Florida Building Code and the ACI 318 -95 specifications. Coordination of the work of all trades (structural, plumbing, electrical, air conditioning and architectural ) at the time of erecting this building structure is contractor responsibility. No additional payments shall be made to the contractor, for the contractor's failure to correct conflicting field conditions after the structure has been erected. The engineers shall not be responsible for, nor have control or charge of construction means. Methods sequence, or procedures, or for safety precautions and programs. All change orders must be signed and approved by the owners prior to approval by the architect and/ or engineer. Minimum compressive strength for all structural concrete shall be as follows (unless otherwise specified on the plan) Beams 3000 PSI @ 28 days Columns 3000 PSI @ 28 days Slabs 3000 PSI @ 28 days All structural concrete 3000 PSI @ 28 days Cement shall be portland type I conforming to ASTM 150. Regular weight aggregates shall comply with ASTM C -33 and the South Florida Building Code. Aggregate shall be clean and well graded with maximum size 3/4 ". Provide integral water repellent admixture (Aquapel or equal) in manufacturer's printed direction and shall be free of calcium chloride. All reinforcing steel shall be ASTM A -615 grade 60 ASTM A -305 deformations. Detailing, fabrications and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. (latest edition) Contractors shall provide addequate chair to support the reinforcing and to prevent displacement. All discontinuous end of all top reinforcing, shall be hooked. Provide 2 — #5 5' -0" long (bent in the middle) corner bars at all corners. Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression members shall be in accordance with ACI 318 -83 table 1 thru 8. Lap top reinforcing steel at the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1/2 ton additional #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: Columns 1 1/2" Grade beams . .3" Beams 2" Slab 1" PREPARATION OF Contractor to follow all recommendations of geotechnical engineer for this project and use the FOUNDATION CONCRETE BLOCKS SLAB OPENING WOOD original soil report as a guide. Shall conform to the latest standards of South Florida Building Code. All load bearing wall shall be type 'H' with a minimum average strength of 1500 P.S.I. All reinforcing masonry units shall be continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor shall provide opening at the bottom of reinforced masonry unit at each level for inspection. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls @ 16" c.c. Extend wires 4" into concrete columns. Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3' -0" to 8' -0" marked on foundation plan TC -1 Extend reinforcing into concrete beam at the top and into conc. footing at bottom, as per column reinforcing detail. Splice length for these reinforcing shall be minimum 30 ". Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete cast.No chipping will be permitted. All opening thru the concrete floor slab for plumbing, tub wast, electrical, mechanical shall be coordinated with related plans. Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating material shall be used where wood is in contact with concrete. Lumber grade and species for roof trusses shall be determined by truss fabricator. TESTING MATERIAL Contractor is responsible for the expenses of all required testing, performed by approved testing laboratory. Contractor shall submit all test result to engineer. TB - l� T TB L A LETTER WILL BE SUBMITTED AFTER THE GROUND HAS BEEN BROKEN ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. E L TB GENERAL CONTRACTOR REQUIRED TO VERIFY THAT A SOIL BEARING CAPACITY OF 2000 PSF. EXIST. IF A BEARING CAPACITY OF LESS THAN 2000 PSF. IS ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. 7 L— TB L_ 68' -9" m T SCALE: 1 /4" SCALE: 1 /4" ROPOS RAM PrOPOS FOUNDA 2' -0" 0.C. TRUSSES 1 1 5'-8" TB-1 G PL TB -2 BLOW WIND W 00 0 L 'I11111l111k=a • ° 4" a h FAMILY ROOM • 1';1I1111111111 LIVING AREA ELEV. +11.0' ELEV. +11.0' NGVD NEW 8 "X12" W /(4) #6 & #5 STIRRUPS @ 8" OC. COLUMNS W / #4 @12" HORIZONTAL DOWELS 6" INTO EXIST. TIE COLUMN OR FILL CONCRETE CELL, AND SET IN EPDXY GROUT. LIVING ROOM ELEV. +10.6' ELEV. +10.6' NGVD 1 0" 1 AN SHAD SHAFIE, P.E. STRUCTURAL ENGINEE 844 N.E. 98TH ST ET MIAMI SHORES, F IC P: (305)984 -5974 sshaf e ©b I II .net REVISIONS PERMIT SUBMISSION 10 -10 -03 Z _J Q 0 0 z z � o 0 z Ls_ �o 00 00 BY D � W v p t o") � O (r) ® cir) e I � DRAWN M.M. CHECKED M.A.C. DATE 8 -11 -03 SCALE AS SHOWN JOB NO. 03 SHEET OF 2 SHEETS WINDOW SCHEDULE MK WIDTH HT SILL JAMB HEAD MATERIAL DESCRIPTION REMARKS EXISTING EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. © FAMILY ROOM WOOD WOOD I ALUM. ALUM. & GLASS _ T SELECTED BY OWNER V• ►y 102 - s . 0-{ a . © 5' -4" 5' -4" i /- i 103 FINISH SCHEDULE MK AREA FLOOR BASE WALL CEILING HT. REMARKS REMARKS EXISTING WOOD WOOD PTD DRYWALL PTD DRYWALL 8' -0" SELECTION BY OWNER 101 SELECTED BY FAMILY ROOM WOOD WOOD I ALUM. METAL YES YES 102 0 i /- i 103 DOOR SCHEDULE MK TYPE SIZE ELEV MATERIAL FRAME T'HLD W'STR REMARKS 0 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING SELECTED BY 0 FRE NCH (2)3'- 0 "X6' -8" ALUM. METAL YES YES 0 CV rn ROOF PEAK TOP OF BEAM FLOOR 'GRADE 000 0 0 0 NEW STEPS & WALKWAY DD 000 AREA OF NEW AREA PROP° OU H SCALE: 1 /4 "= 1 ' -0" 3 NOR SCALE: 1 /4" 1 ' 0 " D VAT ON ON AREA OF NEW AREA 0 N) 0) 0 ROOF PEAK TOP OF BEAM FLOOR GRADE z_LEVA 0 ROOF 1 PEAK TOP OF BEAM GRADE V A -63.3 . — °°l Cc c'3 c l 1 PI-ROPOSI SCALE: 1 /4 "= 1 ' _O " ( WORK) IMMO A� 1 T 0 7 ,_ 0 „ 1 r-- 0 0 0 SCALE: 1 /4" = 1 ' -O" * ALL DOORS AND WINDOWS ARE TO BE DADE COUNTY PRODUCT CONTROL APPROVED * WINDOW MANUFACTURE TO VERIFY ROUGH OPENING PRIOR TO FABRICATION ON AREA OF NEW AREA 0 0 — VA11 - .ON C V 0) ROOF PEAK 0 TOP OF r) BEAM FLOOR GRADE REVISIONS OWNER SUBMISSION 10 -10 -03 B Y VOLTAGE:120 / 240 V, 1 PH, 3 W EXISTING PANEL "A" MAIN: 2P -200 A M.L.O. 10 KATO MIN. TYPE: EXISTING MOUNTING: SURFACE EXISTING PANEL "B" 10 KAIC MIN. TYPE: SIEMENS MOUNTING: FLUSH CIRCUIT 1 POLE DESIGNATION AMPS. VOLT AMP. WIRE / COND. SIZE i VOLT AMP. WIRE / COND. SIZE VOLT AMP. POLE CIRCUIT DESIGNATION WIRE / COND. SIZE A C A C AMPS. T C LIGHTS & REC. 1P-15A 421 2 # 14 IN 1 /2" C 1 2 0 2P -30A EXIST. CL. 2,640 CL. SPACE 1 2 LIGHTS & REC. 1P-15A 421 2 # 14 IN 1/2" C 3 4 .--. - 1P-15A BEDROOM LTS & REC. ( * *) EXISTING 1 BEDROOM SPACE LIGHTS & REC. 1P-15A 421 2 # 14 IN 1/2" C 5 6 4 2 # 14 IN 1/2 C 603 SPACE BEDROOM LTS & REC. ( * *) EXISTING WHIRLPOOL MOTOR __ - -- -_.�.,�� 2P -30A � u ►try 8 # 10 IN 1/2"C 5 6 2 # 12 IN 1/2 C SPACE _ BATHROOM LTS & REC. LIGHTS & REC. 1P-15A 421 2 # 14 IN 1/2" C 9 10 2 # 12 IN 1/2" C 1,000 # 10 IN 1/2 C 1P-20A LANDSCAPE LIGHTING ( * * *) 2 # 10 IN 1/2 C LIGHTS & REC. 1P-15A 421 2 # 14 IN 1/2" C 11 12 2 # 12 IN 1/2" C 421 1P-20A BATHROOM LTS & REC. f - # 12 IN 1/2 C «!1:1rw`i��=:�t �i'11zPmiL_ =� i• i_ 10 :� �_ 14 3 #1 IN 1-1/2" C 4,108 1 2P -125A PANEL "B" 2P -50A 4,428 LIGHTS & REC. 1P-15A 421 2 # 14 IN 1/2" C 15 16 3 #1 IN 1-1/2" C 4,108 2P -20A FC -1 C/U LIGHTS & REC. 1P-15A 421 2 # 14 IN 1/2 C 17 18 2 # 14 IN 1/2 C 421 2 1P-15A BEDROOM LTS & REC. ( * *) CL. WASHER 1P-20A 1 1 ,500 2 # 12 IN 1/2 C 19 20 2 # 12 IN 1/2 C 16 421 1P-20A BATHROOM LTS & REC. 2,376 2 -P -40A SM. APPL. 1P-20A 1,500 2 # 12 IN 1/2 C 21 22 1 17 18 2 # 10 IN 1 /2 C SPACE SM. APPL. 1P-20A 1,500 2 # 12 IN 1/2" C 23 24 3 # 6 IN 1" C 20 6,000 2P -50A RANGE SM. APPL. 1P-20A 1,500 2 # 12 IN 1/2" C 25 26 3 # 6 IN 1" C 6,000 DRYER 2P -30A 2,500 3 # 10 IN 1/2" C 27 28 2 # 12 IN 1 /2" C 24 1,200 2P -20A DOUBLE REFRIGERATOR SPACE LIGHT & RECEPTACLES LOAD 2,500 = 603 SQFT 3 VA = 1,809 VA 3 # 10 IN 1/2" C 29 30 2 # 12 IN 1,12" C 1,200 W/H 2P -30A 2,250 2 # 10 IN 1/2" C 31 32 3 # 6 IN 1" C 6,000 2P -50A DOUBLE OVEN 2,250 2 # 10 IN 1/2" C 33 34 3 # 6 IN 1" C 6,000 SPACE 35 36 2 # 12 IN 1/2" C 1200 1P-20A GARBAGE DISPOSAL SPACE 37 38 2 # 12 IN 1/2" 0 1200 1P-20A DISHWASHER EXISTING PUMP 2P -20A 1,080 2 # 12 IN 1/2" C 39 40 2 # 14 IN 1/2" C 421 2P -20A GARAGE RECEPTACLES 1 ,080 2 # 12 IN 1/2 C 41 42 2 # 14 IN 1 2" C LIGHT & RECEPTACLES LOAD @ 3VA *SQFT = 1,486 SOFT 3 VA = 4,458 VA ON 12 CKTS. = 421 VA VOLTAGE:120 / 240 V, 1 PH, MAIN: 2P -125 A MLO 3 W EXISTING PANEL "B" 10 KAIC MIN. TYPE: SIEMENS MOUNTING: FLUSH CIRCUIT DESIGNATION POLE AMPS. i VOLT AMP. WIRE / COND. SIZE # # WIRE / COND. SIZE VOLT AMP. POLE AMPS. CIRCUIT DESIGNATION A T C A C ( * ) FC -1 AHU 0 2P -30A EXIST. CL. 2,640 CL. 2 # 10 IN 1/2 C 1 2 2 # 14 IN 1/2 C 603 .--. - 1P-15A BEDROOM LTS & REC. ( * *) EXISTING 1 BEDROOM 2,640 2 # 10 IN 1/2 C 3 4 2 # 14 IN 1/2 C 603 1P-15A BEDROOM LTS & REC. ( * *) EXISTING WHIRLPOOL MOTOR 2P -30A 1,563 # 10 IN 1/2"C 5 6 2 # 12 IN 1/2 C 603 1P-20A BATHROOM LTS & REC. SD EXIST. 1,563 # 10 IN 1/2 C 7 8 2 # 10 IN 1/2 C 1 ,440 2P -30A EXISTING POOL PUMP EXISTING POOL LIGHTS 1P-20A 1 400 f - # 12 IN 1/2 C 9 10 2 # 10 IN 1/2 C 1,440 1 ( * ) FC -2 AHU 2P -50A 4,428 2 # 8 IN 1" C 11 12 2 # 12 IN 1/2" C 960 2P -20A FC -1 C/U J RATH O X ISTING 4,428 2 # 8 IN 1" C 13 14 2 # 12 IN 1/2" C 960 .i SPACE 1 1 15 16 2 # 10 IN 1/2 C 2,376 2 -P -40A FC -2 C/U SPACE 1 17 18 2 # 10 IN 1 /2 C 2,376 SPACE 19 20 SPACE SPACE 21 22 SPACE SPACE 23 24 SPACE LIGHT & RECEPTACLES LOAD @ 3VA *SQFT = 603 SQFT 3 VA = 1,809 VA ON 3 CKTS. = 603 VA GENERAL ELECTRICAL NOTES 1 . ALL WORK SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, SOUTH FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES AND STANDARDS. 2 a) THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS AND BOXES REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH N.E.C. b) WHEN CONFLICTS ARISE IN LOCATIONS WIRING DEVICES, ELECTRICAL EQUIPMENT, DISCONNECTS, PANELBOARDS, ETC. DUE TO FIELD CONDITION OR IMPROPER FIELD COORDINATION CONTRACTOR SHALL BRING IT TO THE A / E's ATTENTION AND AT NO EXTRA COST RELOCATE, AND OR EXTEND WITHIN A REASONABLE DISTANCE SUCH ITEM WHICH IS IN CONFLICT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF ALL COMPONENT PRIOR TO ROUGH IN WITH ALL TRADES NO EXTRAS WILL BE ALLOWED FOR FAILURE TO DO SO. 3 THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE SITE PRIOR TO COMMENCING / BIDDING WORK. 4 THE CONTRACTOR SHALL SATISFACTORILY REPAIR /REPLACE EQUIPMENT OR PART OF STRUCTURE DAMAGED AS A RESULT OF HIS WORK. SURFACES AND FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS. 5 . APPROVAL SHALL BE OBTAINED FROM AN STRUCTURAL ENGINEER PRIOR TO CUTTING OR DRILLING ANY STRUCTURAL SUPPORT MEMBER. 6 . ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND RUN CONCEALED IN FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN /NOTED OTHERWISE. 7 . WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS. 8 . INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR AIR CONDITIONING SYSTEMS AS SHOWN /NOTED ON THESE DRAWINGS AND PER OTHER APPLICABLE DRAWINGS / INSTRUCTIONS. SEE AIR CONDITIONING DRAWING. 9 . ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 10 . ALL CONDUCTOR SHALL BE COPPER. 11 . ALL MATERIALS SHALL BE U.L. APPROVED. 12 . CONTRACTOR SHALL SEAL ALL FLOOR OPENING WITH A FIRE SEAL SIMILAR TO '07' FLAME SEAL. 13 . SEE ARCHITECTURAL DRAWING FOR INFORMATION CONCERNING EXISTING CONDITIONS, NEW WORK AND COUNTER DETAILS. 14 . NEW TYPEWRITTEN PANEL TALLY SHALL BE FURNISHED AFTER JOB IN COMPLETED REFLECTING ALL CHANGES AND ADDITIONS. 15 . ALL WIRING DEVICES TO BE SPECIFICATION GRADE WITH PLASTIC COVER PLATES EQUAL TO LEVITON 53500 SERIES (SWITCHES); 5252 SERIES (RECEPTACLES). 16 . ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. 17 . FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED. 18 . A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. 19 . CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES IN OTHER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER CONTROL CIRCUIT WIRING AND RACEWAY AS SHOWN ON THE AIR CONDITIONING DRAWING OR SPECIFICATIONS. IF AIR CONDITIONING IF DRAWING REFER TO MANUFACTURERS WIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 20 . RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. 21 . THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION OF ELECTRICAL SERVICE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 22 . ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. 23 . ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. 24 . EXACT POINT AND METHODS OF CONNECTION SHALL BE DETERMINED IN FIELD. 25 . ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 26 . ALL ROUGH IN DIMENSION ARE TO CENTER LINE OF DEVICE UNLESS OTHERWISE NOTED. 27 . ALL EXTERIOR SURFACE MOUNTED LUMINARIES, POSTS, POST TOPS, POLES AND AREA LIGHTING LUMINARIES TO HAVE FINISH COLOR TO MATCH ARCHITECTURAL WINDOW FRAME COLOR UNLESS OTHERWISE SPECIFICALLY NOTED. 61,148 10,000 51,148 @ 40 %= 20,459 A/C LOAD 14,136 @ 65 %= 9,188 39,648 39,648 VA / 240 V 165 A/C LOAD (COOLING AND HEATING LOAD ARE NON CONCURRENT PANEL "A" LOAD ANALYSIS (BASED ON 120 / 240 V, 1 PH, 3W) TOTAL CONNECTED LOAD = 22,351 VA 22,351 VA /240V= 93 ( *) A/C LOAD (COOLING AND HEATING LOAD ARE NON CONCURRENT S NG 2ND OCR P N PANEL "A" LOAD ANALYSIS (BASED ON 120 / 240 V, 1 PH, 3W) TOTAL CONNECTED LOAD = FIRST 10 KVA @ 100 %= SCALE: 1 /4 "= 1 ' -0" (NO WOR VA VA VA VA VA A 0 EXISTING UTILITY D EXISTING BEDROOM W J 000 0 EXISTING KITCHEN L _ 0 0 0 EXISTING DINING ROOM EXISTING BATH EXIST. / HALL c 0 UP DN -1] OUTSIDE HOUSE WALL EXIST. N.T.S. �3 #2 /0IN2 "C LHC\ 3# 2/0 IN 1 -1/2" ELECTRCAL R EXISTING LIVING ROOM S oPo _00 SCALE: 1 /4" INSIDE HOUSE WALL SEE PANEL "A" SCHEDULE 1 #6 (G) IN 1/2" C TO (2) 5/8" DIA. X 10' -0" LONG COPPER CLAD STEEL GROUND DRIVED RODS SPACED @ 6' -0" APPART & TO C.W.F. EXIST. PANEL " NEW FAMILY ROOM EXIST. PANEL 7) 7 7 IAGRAM ''• 4" RECESSED INCANDESCENT WHT. BAFFLE /WHT. TRIM 250 WATT HANGER FIXTURE 4' -O" FLOURESCENT LAMP (2 BULB) EMERGENCY LIGHT FIXTURE WALL MOUNTED 7' ITT. WALL MOUNT €D 75 WATT LOW VOLTAGE TRACK LIGHT FIXTURE W/ TRANSFORMER EXIT SIGN IST] SD SMOKE DETECTOR X FAN DUPLEX OUTLET SWITCH STROBE LIGHT EMERGENCY LIGHT FIXTURE WALL MOUNTED ELECTRICAL PANEL TELEVISION ANTENNA OUTLET 7 TELEPHONE OUTLET HS DIMMER SWITCH E DENOTES EXISTING N DENOTES NEW 00 HORN A/C DIFFUSER NEW OR RELOCATED FIRE SPRINKLER EXISTING FIRE SPRINKLER AREA OF NEW WORK Y REVISIONS OWNER SUBMISSION 8 -15 -03 DRAWN M.M. CHECKED M.A.C. DATE 8-11-03 SCALE AS SHOWN JOB NO. 03 SH EET 1 SHEETS J i 1 _ / I _ 0 EXIST. CL. CL. .--. - EXISTING BAT EXISTING 1 BEDROOM DN CL. . SD EXIST. - - HALL __D' ® sD EXISTING BEDROOM 1 I I I I f - CL. K.. 1 EXISTING BEDROOM J RATH O X ISTING .i 1 1 GENERAL ELECTRICAL NOTES 1 . ALL WORK SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, SOUTH FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES AND STANDARDS. 2 a) THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS AND BOXES REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH N.E.C. b) WHEN CONFLICTS ARISE IN LOCATIONS WIRING DEVICES, ELECTRICAL EQUIPMENT, DISCONNECTS, PANELBOARDS, ETC. DUE TO FIELD CONDITION OR IMPROPER FIELD COORDINATION CONTRACTOR SHALL BRING IT TO THE A / E's ATTENTION AND AT NO EXTRA COST RELOCATE, AND OR EXTEND WITHIN A REASONABLE DISTANCE SUCH ITEM WHICH IS IN CONFLICT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF ALL COMPONENT PRIOR TO ROUGH IN WITH ALL TRADES NO EXTRAS WILL BE ALLOWED FOR FAILURE TO DO SO. 3 THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE SITE PRIOR TO COMMENCING / BIDDING WORK. 4 THE CONTRACTOR SHALL SATISFACTORILY REPAIR /REPLACE EQUIPMENT OR PART OF STRUCTURE DAMAGED AS A RESULT OF HIS WORK. SURFACES AND FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS. 5 . APPROVAL SHALL BE OBTAINED FROM AN STRUCTURAL ENGINEER PRIOR TO CUTTING OR DRILLING ANY STRUCTURAL SUPPORT MEMBER. 6 . ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND RUN CONCEALED IN FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN /NOTED OTHERWISE. 7 . WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS. 8 . INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR AIR CONDITIONING SYSTEMS AS SHOWN /NOTED ON THESE DRAWINGS AND PER OTHER APPLICABLE DRAWINGS / INSTRUCTIONS. SEE AIR CONDITIONING DRAWING. 9 . ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 10 . ALL CONDUCTOR SHALL BE COPPER. 11 . ALL MATERIALS SHALL BE U.L. APPROVED. 12 . CONTRACTOR SHALL SEAL ALL FLOOR OPENING WITH A FIRE SEAL SIMILAR TO '07' FLAME SEAL. 13 . SEE ARCHITECTURAL DRAWING FOR INFORMATION CONCERNING EXISTING CONDITIONS, NEW WORK AND COUNTER DETAILS. 14 . NEW TYPEWRITTEN PANEL TALLY SHALL BE FURNISHED AFTER JOB IN COMPLETED REFLECTING ALL CHANGES AND ADDITIONS. 15 . ALL WIRING DEVICES TO BE SPECIFICATION GRADE WITH PLASTIC COVER PLATES EQUAL TO LEVITON 53500 SERIES (SWITCHES); 5252 SERIES (RECEPTACLES). 16 . ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. 17 . FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED. 18 . A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. 19 . CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES IN OTHER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER CONTROL CIRCUIT WIRING AND RACEWAY AS SHOWN ON THE AIR CONDITIONING DRAWING OR SPECIFICATIONS. IF AIR CONDITIONING IF DRAWING REFER TO MANUFACTURERS WIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 20 . RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. 21 . THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION OF ELECTRICAL SERVICE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 22 . ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. 23 . ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. 24 . EXACT POINT AND METHODS OF CONNECTION SHALL BE DETERMINED IN FIELD. 25 . ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 26 . ALL ROUGH IN DIMENSION ARE TO CENTER LINE OF DEVICE UNLESS OTHERWISE NOTED. 27 . ALL EXTERIOR SURFACE MOUNTED LUMINARIES, POSTS, POST TOPS, POLES AND AREA LIGHTING LUMINARIES TO HAVE FINISH COLOR TO MATCH ARCHITECTURAL WINDOW FRAME COLOR UNLESS OTHERWISE SPECIFICALLY NOTED. 61,148 10,000 51,148 @ 40 %= 20,459 A/C LOAD 14,136 @ 65 %= 9,188 39,648 39,648 VA / 240 V 165 A/C LOAD (COOLING AND HEATING LOAD ARE NON CONCURRENT PANEL "A" LOAD ANALYSIS (BASED ON 120 / 240 V, 1 PH, 3W) TOTAL CONNECTED LOAD = 22,351 VA 22,351 VA /240V= 93 ( *) A/C LOAD (COOLING AND HEATING LOAD ARE NON CONCURRENT S NG 2ND OCR P N PANEL "A" LOAD ANALYSIS (BASED ON 120 / 240 V, 1 PH, 3W) TOTAL CONNECTED LOAD = FIRST 10 KVA @ 100 %= SCALE: 1 /4 "= 1 ' -0" (NO WOR VA VA VA VA VA A 0 EXISTING UTILITY D EXISTING BEDROOM W J 000 0 EXISTING KITCHEN L _ 0 0 0 EXISTING DINING ROOM EXISTING BATH EXIST. / HALL c 0 UP DN -1] OUTSIDE HOUSE WALL EXIST. N.T.S. �3 #2 /0IN2 "C LHC\ 3# 2/0 IN 1 -1/2" ELECTRCAL R EXISTING LIVING ROOM S oPo _00 SCALE: 1 /4" INSIDE HOUSE WALL SEE PANEL "A" SCHEDULE 1 #6 (G) IN 1/2" C TO (2) 5/8" DIA. X 10' -0" LONG COPPER CLAD STEEL GROUND DRIVED RODS SPACED @ 6' -0" APPART & TO C.W.F. EXIST. PANEL " NEW FAMILY ROOM EXIST. PANEL 7) 7 7 IAGRAM ''• 4" RECESSED INCANDESCENT WHT. BAFFLE /WHT. TRIM 250 WATT HANGER FIXTURE 4' -O" FLOURESCENT LAMP (2 BULB) EMERGENCY LIGHT FIXTURE WALL MOUNTED 7' ITT. WALL MOUNT €D 75 WATT LOW VOLTAGE TRACK LIGHT FIXTURE W/ TRANSFORMER EXIT SIGN IST] SD SMOKE DETECTOR X FAN DUPLEX OUTLET SWITCH STROBE LIGHT EMERGENCY LIGHT FIXTURE WALL MOUNTED ELECTRICAL PANEL TELEVISION ANTENNA OUTLET 7 TELEPHONE OUTLET HS DIMMER SWITCH E DENOTES EXISTING N DENOTES NEW 00 HORN A/C DIFFUSER NEW OR RELOCATED FIRE SPRINKLER EXISTING FIRE SPRINKLER AREA OF NEW WORK Y REVISIONS OWNER SUBMISSION 8 -15 -03 DRAWN M.M. CHECKED M.A.C. DATE 8-11-03 SCALE AS SHOWN JOB NO. 03 SH EET 1 SHEETS