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RC-08-1730_Plans � ( I CONIC. LINTEL I I B SEE SCHEDULE cv o U �,� �., j 3 _ _ — — — — — — — — — — CONCRETE WINDOW LINTEL SCHEDULE ° F .� r 7 ►- Z "�.�._..- OPENING WIDTH SIZE REBAR . _ -—------ - - - - -- �" • � UP TO 6 � 8x12 K #5 T.& B. w �a # 5 40" O/C IN 3000 1 I OPENING WIDTH 1 1'-6" I 6' -1" TO 8' - 8x12 2 #5 T.& B. PSI GROUT FILLED /- �✓ -�✓-�� 8' -1" TO 10' -0" 8x12 , 2 #6 T.& B. I I I M CELLS (TYP) �2 # 5 IN 3000 PSI N GROUT FILLED CELLS AT START. ® V Q I i REBAR FC/ TIE CO UMN �2 # 5 I 3N 000 PSI I i I I ; o GROUT FILLED CELLS AT START. r ROOF TB REINF. SEE BEAM SCHEDULE W U TC I I I I STANDARD HOOK ADD #3 0@ 8" c /c. Q I I I I ir W vi I TOP OF TB z Z $" I SEE PLANS z 1 L" - ¢ PROVIDE 8 "X12" I I I Lu Z \ - CONC. LINTEL W/ 4 ,n N N 4" CONIC. SLAB REINF W/ ° #5 CONT. AND #3 — — Z -� c r- O Z' @ 6x6 W1.4xW1.4 WtiiVF I r I Lu TIES 6" O.C. � � � � � 4 OVER EXISTING CONIC. 2 D n � v � SLAB ON GRADE � — — — — — — — — — # Z -4 ® C N I VERIFY WITH ARCH. # 0 O m m I I 1 I DRAWINGS ADD 2 # 5 BOTT. 0 '°; ai I CONC. WINDOWSILL p J I I EXTEND 6 INTO 3 / SEE SCHEDULE Z) � BLOCK WALL WALL EACH END. C � ® I I W o 1 I WINDOW OR DOOR OPENING SEAL a; � �� 0 I I W� I I w x 4 P I I I 1 N PROVIDE 1 # 5 IN FLOOR SLAB � a \ p" A r r. m 3000 PSI GROU cc m FILLED CELLSA �T I I I EACH SIDE OF I Q o O D EXISTING OPENING. (� az TYPICAL CONIC. H DETAIL u0. LINTEL AND SILL DETAI SCALE: 3 / 4 " =1' -0" ABOVE WINDOW/DOOR OPENINGS. SCALE: N.T.S. co co F OUNDATION PL SCALE: 1/4" = 1' -0" 3 #5 F.C. AT C 145 FOR ZERO TO 3' -11" N � 5 Q 2-#5 FOR 4' -0" TO 4' -11" Z 246 FOR 5' -0" TO 5'-6" Lo 247 FOR 5'-6" TO 6-0" AT MASONRY JAMB. 0 HORIZONTAL REINFORCING MUST M FULLY OVERLAP AT * ��' w U) 00 w FIFAL CORN z T- A o 0 M M �z CORNER FILLED W z MASONRY WALL OPENING AND ND o O 5 CELLS TAIL SCALE. 314"= l'-O" w N V o" SCALE: 314 "= V -0" ® z a A ®C o COLUMN SCHEDULE (9 Q a O (D Q a REINFORCEMENT MARK SIZE REMARKS VERTICALS OR BASE PL TIES OR CAP[ PLATES C) FLOOR SUPERIMPOSED LOADS: u � DL = 30 P.S.F. 1 TC -1 8" x 12" 4#5 # 3 @ 8" CONCRETE LL = 40 P.S.F. REV. DATE: BY. EXIST. WINDOW - DOOR # 12/24/08 OPENING 1 M.R. DESIGN CRITERIA:: 0 ASCE 7 -02 V = 146 M.P.H. CATEGORY II BOTTOM OF EXIST. BEAM EXPOSURE C DRILL 3/4" HOLES x4\" DEEP 7F AND FILL WITH EPDXY PASTE TYPICAL EACH BAR. 9 GAGE JOINT REINF., DRAWN BY: 145 DOWEL x3'-O" LONG TRUSS TYPE AT EVERY C p NOTES LEGEND: SECOND COURSE. DENOTES OUTLINE OF EXISTING FOOTING h==l GHEGKED BY: 1. FOR GENERAL NOTES, REFER TO SHEET S -01. — — 1 #5 IN BLOCK CELL FILLED ___ ZEXIST BLOCK 2. FOR TYPICAL DETAILS REFER TO SHEET S -1.0. WITH 3000 PSI PUMP MIX J7 WALL TO REMAIN 3. CENTERLINE OF COLUMNS AND /OR WALL SHALL COINCIDE WITH THE CENTERLINE OF BEAMS AND /OR F OUNDATIONS BELOW. DENOTES OUTLINE OF EXISTING WALL LEAVE ONE FACE OF BLOCK ----------------- - - - -�- � -� OPEN. 22 GAGE CORRUGATE DATE: 4. CENTERLINE OF BEARING WALL OR COLUMN BELOW IS CENTER LINE OF WALL OR COLUMN THIS LEVEL UNLESS OTHERWISE NOTED. DOVETAIL ANCHORS NEW FOOTING, SEE SCHEDULE FOR REINFORCEMENT EVERY SECOND COURSE 04- /25 /08 145 DOWEL x3' -0" LONG 5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. DENOTES 1 45 VERTICAL IN BLOCK CELL FILLED WITH CONNECT EACH ANCHOR JOB No. Y OPENING AND/OR EQUIPMENT, COORDINATE WITH ARCHITECTURAL MECHANICAL AND ELECTRICAL DRAWINGS. TOP OF EXISTING FTG. TO EXISTING WALL WITH 6. FOR EXACT LOCATION OF AN P Q , CONIC. GROUT, TYPICALLY WHERE SHOWN. D8 -02� 7. FOR NON LOAD BEARING MASONRY WALLS AND /OR PARTITIONS, REFER TO ARCHITECTURAL DRAWINGS. (2) 3/16" x 2" TAPCONS 8. FLOOR CONSISTS OF A(N) NEW 4" CONC. SLAB ON GRADE OVER EXISTING 4" CONCRETE SLAB ON GRADE U.O.N. NOTE: THE EPDXY PASTE PEE: MUST BE FOR OVERHEAD USE DETAIL A SCALE: 3/4 "= V -0" "I�l .0 OF 2 SHEETS I I Revisions •l I Oi / 06/ 09 zh A513 ILT 0 Z� O 0 Z Ila Z� ELEC TRICAL NOTES ELEC OF - T R1ALS AND EQUIPMENT I E 1) CONTRACTOR SHALL FURNISH ALL LABO a M ATERIALS, , NOTE: Me�� , � FOR COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THESE ELECTRICAL SYMBOL LEGEND DRAWINGS. FOR EXISTING ELECTRICAL METER AND PANELS A PRROVF�� � l !3 ` , 2) COMPLY WITH THE N.E.C. AND STANDARD BUILDING CODE. JUNCTION BOX ';. ; DATA $ t jL JB W /SPECIAL SUPPORT FAN & LIGHT LOCATION REFER TO SHEET A— (ARCH DWGS) ZONING �� I +;: -9 3) PROVIDE EMPTY CONDUITS AS REQUIRED FOR TELEPHONE SYSTEM. QO HIGH HATS LIGHTING BLDG, D . { 19 4) OBTAIN ALL PERMITS FOR WORK UNDER THIS CONTRACT. + MINI HIGH HATS LIGHTING s j' y 5) PROVIDE TEMPORARY POWER AND LIGHT OUTLETS FOR USE BY OTHER v0 VAPOR PROOF , ib1l'LInNCI_. N Ili ALL FEDERAL TRADES. SCOPE OF WORK. O CEILING MOUNTED FIXTURE 3 141 0 WALL MOUNTED FIXTURE IN 2 " COND. ) EXIST. 225 AMP ELEC. PANEL L it :aril) (;01JN f fui t,i AND REGULATIONS THWN ( CU 6) PROVIDE ALL REQUIRED CONNECTIONS FOR OTHER TRADES. THIS ELECTRICAL DESIGN CONSIST OF A NEW LIGHT FIXTURES AND -� -' W1225 A/1 PH / 22 KAIC 00 RECEPTACLES ADDED TO AN EXISTING AREA CONVERTED TO A DEN, 0 MOTOR FOR CHANDELIER RUNNING O.H. FROM EXTERIOR I INTERIOR NEW DEN M 7) COORDINATE ALL OUTLET LOCATIONS WITH BUILDING ARCHITECTURAL WIRED FROM FREE SPACES (CIRCUITS 1 & 2) FROM EXISTING 100 F.P SERVICE POINT. I HOUSE EXIST. 100 AMP ELEC. SUB PANEL r E FEATURES. AMPS ELECTRICAL SUB PANEL "Al" n PICTURE WALL MOUNTED FIXTURE M NEW LOAD CALCULATIONS HAVE BEEN PERFORMED TO DEMOSTRATE W 160 A MCB 11 PH / 22 KAIC U, CYO 8) CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH ADEQUACY OF ELECTRICAL RISER. _ - FLUORESCENT FIXTURE ALL EXISTING CONDITIONS. EXISTING RISER AND PANEL "A" REMAIN AS IS. QUADRUPLEX RECEPTACLE EXIST. ELEC. ' METER A LL Cn 9) ALL CABLE SHALL BE COPPER. GFI RECEPTACLE (IN NEMA 3R ENCLOUSURE) M I PANEL I SUB ® w 10) INDOOR CONDUITS SHALL BE EMT. " "A Q " PANEL W GFI RECEPTACLE 8 ABOVE COUNTER !, U 11) ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR. SINGLE RECEPTACLE 'A -1 0 1: � 12) OUTDOOR UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC. 2 POLE OUTLET I / u) UNDER PAVED AREAS IT SHALL BE ENCASED IN CONCRETE MINIMUM RECEPTACLE 314 0 THWNN Cu co -8 COVER SHALL BE 24 INCHES. SWITCH ABLE DUPLEX RECEPTACLE 1 #4�THWN {Cu) G 3,#8 THWN (Cu) I 0 0 < ao GARBAGE DISPOSAL IN 2" COND1. 1 110 THWN (Cu) G �1 I IN 1" COND. 1 2 THWN (Cu) c$ SPOT LIGHT IN 3/4" COND. �, Bowl ELECTRIC PANEL �� ' L j EXHAUST FAN _ I _ GRADE LEVEL < 00 8 • LOAD CENTER MAIN BUS; 225 A WP WEATHER PROOF � 0 SERVICE: 1ST. FLOOR la TYKE. PANEL :s NEUTRAL: A $ SWITCH � � A $3 SWA SWITCH � _j Z 0- VOLTAGE: 1201240 10, 3W MAIN: Mc8 r mOUN11NGAOCA , nON: SURFACE (EXISTING) AICS: 22 0 ©0 $D LOW VOLTAGE SYSTEM SWITCH (DIMMER) r rA SRP R N EC 2E 5 S CL BAR mmmamomm 1 #8 THWN (Cu) ® TELEPHONE 112 x10' GROUND ROD IN 3/4" COND. g (f) _j �� ® Q © TELEVISION CABLE OUTLET SLEEVE N w N REMARKS I- REMARKS cc rF— j m �. 0 z :2 0 ®> v ous oy ¢ s0 SMOKE DEr£croR 1 2 ® GARAGE DOOR OPENER CONTROLLER 50 2 10575 1 6 AHU #1 3 4 EWH 10 1 12 450© 2 30 INTERCOM L E GT I A L DIAGRAM x 3 6 SMALL APPLIANCES 12 1 1500 1 20 FD DOOM BELL N 60 2 7080 1 8 SUB PANEL "A-1" 7 N.T.S. LTS &RECEPTACLES * 1 15 / (EXISTING) 14 i 2 10 LTS & RECEPTACLES 14 1 j2 * 1 15 20 2 1800 112 12 SPRINKLER PUMP Cu 11 12 LTS & RECEPTACLES 14 112 1 15 4. 15 1 * 1 14 LTS & RECEPTACLES 13 14 LTS & RECEPTACLES 14 1 * 1 15 0 15 1 * 1 14 LTS & RECEPTACLES 13 16 LTS &- RECEPTACLES 14 112 * 1 15 LOAD CA L C U LATI O N P N L "A" C 2 20 1 1500 112 12 SMALL APPLIANCES 17 18 15 1 * 1/2 i4 LTS &RECEPTACLES 19 CUl1 8 314 7200 2 40 SQUARE FEET OF CONDITION SPACE 3,387 C GENERAL LIGHTING AT 3 W.S.F 10,161 �I 0 15 1 * 112 14 LTS & RECEPTACLES 21 22 SPACE - - - - - � SMALL APPLIANCES CIRCUITS 3 U m - SPACE 23 24 SPACE - - - - - SMALL APPLIANCES LOAD 4,500 2 its s 23 26 SPACE _ _ _ _ _ RANGE / OVEN OR COOK TOP 8,300 Al -1 e , N y - - - - - SPACE SPACE - _ _ _ _ DRYER 5,600 30 2 5600 314 10 DRYER HOT WATER HEATER (1) 4.500 Al -3 Al -5 r U c 29 30 REFRIGERATOR 12 1 850 1 20 SPRINKLER PUMP 1,800 31 32 JACUZZI 12 1 1500 1 20 45 2 8300 314 RANGE REFRIGERATOR 850 a 6 WASHER 1,100 Al 4 Al - 7 33 34 DISHWASHER 12 112 1200 1 20 . "' DISWASHER 1,200 A 20 1 1100 112 12 WASHER MACHINE 35----g-36 BATH REC. GFI 12 112 1500 1 20 GARBAGE DISPOSAL 600 Q W , Ag 20 1 1800 112 12 GARAGE DOOR OPENER 37 32 S,ATH REC. GFI 12 1 1500 1 20 GARAGE DOOR OPENER & GATE MOTOR 1,800 O a . 4 V 20 1 1500 1j2 12 SMALL APPLIANCES 39 g;E aIAGE DISPOSAL 12 1 600 1 20 JACUZZI 1,500 Al -4 cc 41 ROWAVE i 2 FREZZER 850 20 1 550 1 12 FREZZER 12 / 1200 i 20 MICROWAVE 1,200 CONNECTED LOAD: SEE LOAD CALCULATION FEEDER: SEE RISER BATH REC. GFl ( 2 C1RC.) 3,000 (E) a A1-4 � � � n a Q ARC FAULT CIRCUIT INTERRUPTED PROTECTION FED FROM: SEE RISER SUB PANEL "A -1 " 7,080 CONNECTED LOAD WIHTOUT A/C LOAD 54,041 � w 1 FIRST 10000 AT 1001 10,000 O O � ® Lo = Q REST AT 40% 17,617 . 0 cc A/C LOAD AT 10090 (HEATERS® 100 %) 10,575 '- —° o TOTAL 38,192 _ - a AT 240 VOLT 160 AMP C NEW DEN Q o a n o TYKE: LOAD CENTER as Al as MAIN BUS: 60 A �� PA SERVICE: 10. 3w PA NEL A NEUTRAL- 60 A , 0 ca o a Al -1 mk VOLTAGE: 1201240 V ( EXISTIN G ) MAIN: MCB MOUNTINGAOCATION: SURFACE AICS: 22 Ono LOAD CALCULATION SUB P N L "A -1 " U 6th In J ® Z � tat ®�J 6n Al LL UN T X ® 3 °` i-- ¢ Z N CC N REMARKS REMARKS CeN ®N i- LTS & RECEPTACLES @ 10030 to 2,080 VA U o Q V fPl' in €l! ®i► REFRIGERATOR 600 VA (E) Q ¢ Ai —2 t 20 1 1000 R 12 GENERAL LIGHTING 1 2 RECEPTACLES 12 R 540 Al - 1 20 MICROWAVE 1,500 VA SMALL APPLIANCES 1,500 VA O O 20 1 1500 R 12 MICROWAVE 3 4 RECEPTACLES 12 R 540 1 20 A/C LOAD ® 100 Y. 1,400 VA U TOTAL CONNECTED LOAD 7,080 VA 20 1 600 R 12 REFRIGERATOR 3 6 WALL UNIT A/C 12 R 140(0 1 20 Al -1 EXISTING SUB PANEL A -1 - 20 1 1 1500 1 R 12 SMALL APPLIANCES T la SPACE - - - - - AT 240 VOLT 30 AMP (TO REMAIN) U SPACE 9 10 SPACE - - - - - E ) A1 { F 9 a - - - - - SPACE u 12 SPACE - - U Al -1 Job No. L y CONNECTED LOAD: SEE LOAD CALCULATION FE E DE R: SEE RISER Date � A ARC FAULT CIRCUIT INTERRUPTED PROTECTION FED FROM: SEE RISER w Scale D Cr r Cm ca SCALE: 114" = 1 ,4A 6 20 O Seal 0 AA -26001 560 Sheet No. E - 1 O d 1 X 3 PT. WD. SPACER W/ WOOD TRIM WOOD DOOR F RAME V(2) W 1 - HEAD NAILS + 6 NEUMAT , E o D ' FROM FLAT " 8 SPACING TOP AND 8017 AND (u ° a: U2' GYF'SLM BOARD PHILLIPS PRODUCT APPROVAL + MID POINT M r _ :., .:...:.: :. 3616' x 2 3/4' TAPCON CONC GYPSUM WALLBOARD I X 4' P.T. WD S WB W/ A MIN ^ 5/8" TYPE 'X' WOOD CASING FURRING STRIPS a o S,� rpm END t w ,. CCNT. AROW OPNG P?. 2 X 4 WD. BUCK ATTACHED TO ee�EDD No WOOD STUD - SIZE VARIES COL CORROSION RESISTANT NOTI�CE ANCE F^ ^E :' :. CONCRETE OR MASONRY STUD -SIZE VARIES APPROVED CONCRETE SCREW ANC( -3 CONSTRUCTION WAIN 1 -U4 EMBEDMENT. b FROM (4) SM SCREWS TO — 130T. SPACING + 18' C/C WOOD STUD (2) N0 FINIS( NAIL + IS" G/C MINiM6M 2 GOAT STUCCO o uEATIRBTRfParG o } MIN. I D INTO STUD FINISH (MN 5/8 SEALANT REG�UIRED FOR GYPSUM WALLBOARD ..., EXTERIOR APPLICATIONS „ 5/8' TYPE 'X' WOOD CASING O 'y 7' ^� CAULKING AND �, 0 9 a MACK BEDD C"D E) E T A I ING WOOD DOOR JAMB (FRAME) WOOD DOOR 2X JAMB (MASONRY) v 1 -1/2” I' - ®" STUCCO _ -® SCALE: • :y w JAMB W m Lu DOOR SCHEDULE WINDOW SCHEDULE z NOT ALL SHOP DRAWINGS MUST DE PROVIDED I X 3 PT. WD. SPACER V TO THE CITY FOR APPROVAL. MARK DESCRIPTION WAD AILS `t &, FROM w SIZE MATERIAL SIZE C.ONC LPL NAILS + 6' Z DOOR FRAME MARK DESCRIPTION W H MATERIAL AREA R131AW3 TOP AND BOTT. AND (U (9 W H T s MID - POW Z lO SOLID DOOR 3' - ®" 6' -8" 1 WOOD WOOD SEE NOTE -1 ® 24814 3' -1' 4' -2' ALUMNA<A ASS 13 SEE N-2,5 w A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL (2) DOUBLE DOORS 3' -0" 6' -8" 1 MTL MTL SEE NOTE -1 3/16' x � v4■ L& rAPCON Car. g WHEN APPLICABLE IS REQUIRED FOR THE FOLLOWING ITEMS a a X Si W/ A MIP+I, Ih'BEDMENT OF 144' INTO CONC. - STORM SHUTTERS - MULLIONS - ROOFING SPACE b' FROM EA END t AS IT�gs ''ss��� - WOOD TRUSSES - FENCE - WINDOWS a NOTICE of ACEPTANCE - HANDRAILS - RAILING - DOORS SF�AL STUCCO 7 , DRrwaLL w PROVIDE STOW SHUTTERS ON ALL EXTERIOR DOORS AND WINDOWS UNLESS IMPACT TYPE CAULK a DOORS AND WINDOWS ARE PROVIDED. (SEPARATED PERMIT AND PRODUCT CONTROL APPROVAL IS REQUIRED) v .............. (PROVIDE SHOP DRAWINGS PRIOR TO S '' q 0 INSTALLATION) 1 L OPEN TO oUtSIDE I3Aac HEAD z NOTE: I- WITH ARCH ON TOP 1- DADS - COUNTY APROVED 2. FULL LOUVERED DOOR 2 ALL GLASS SHALL BE TINTED s- OBSCURE GLASS ` a PROVIDE FOR WINDOW OR DOOR FASTENING 3- TEMPERED GLASS (SAFETY GLASS CATEGOY CLASS 11 TO THE MULLION USE STAINLESS 3 NFPA ir�1- -1394 CHAPTER 24-2,4,6 NON -LOCK DOOR SNAP IN t4�MG IQdO13 WITHOUT A LOCK 4 EGRESS TYPE BEAD l TYPK,AI. ) STEEL SCOW WITH SAME SPACING 5- 614 (SINGLE HOME) AND SIZE AS SPECIFIED FOR WIND O�JjS 4. GLASS �/4' THICK SAFETY GLASS CATEGORY CLASS II AND DOORS FASTENING b- HS (HORIZONTAL SLIDING) 3/16 X 27' TAPCON CONC SCREWS w VINYL WEATHER SPACED b' F� EA END AND S BALANCE AS t DESCRIBED Li TRIPPRJG IN TIE NOTICE OF ACCEPTANCE N PERIMETER CAULKING cmx CONTRACTOR AND OR OWNER $HALL VERIFY IF ANY ERRORS OR OMISSIONS APPEAR IN THE t BACK BEDDING � DRAWINGS, SPECIFICATIONS, DIMENSIONS OR OTHER DOCUMENTS, THE CONTRACTOR OR SILL w OWNER MUST NOTIFY THE ARCHITECT AND ENGINEER IN WRITING, OF THE SAME PRIOR TO U PROCEEDING WITH THE WORK IN QUESTION, IN THE EVENT THAT THE CONTRACTOR OR OWNER FAIL TO GIVE NOTICE OR PROVIDE SUFFICIENT TIME FOR A RESPONSE, CONTRACTOR Q o 5 OR OWNER IS RESPONS15LE OF SUCH ERRORS OR OMISSIONS, AND FOR ALL COSTS FOR � , PRECAST. Conk SILL Z RECTIFYING SAME AND DELAYS OR ANY OTHER COSTS INCURRED BY SAME. LO w� G Lo o � 0 2zw CBS I IL Sz CO Nt 0 ® 2 o on TA.BEAM — — TA.BEAM — — — 16' -�" �- u EX EL • OW-ON EX EL ■ +9'-0' EXISTING COLUMNS t0 REMAIN ® ., GC TO Y£ z n u U n 8 VERIFY IN FIELD � 14 R E D C {° G 71 (REFER TO STRUCTURAL SHEETS) ® w �1 - U) w LO w O 00 EXIBtiNG AREA t0 E;E ® CV M 4 = BLOCKED AND ENCLOSED z z w r AS REQUIRED. C4 Ao (REFER TO STRUCTURAL SHEETS) Q V) 00 a ® f` NEW FF. EVEL C� FINISH FLOOR NEW F.F_LE — FINISH FLOOR — — — — — — — — EX. 3: � N EL 0' - 0' — — EL. 0' - 0' EL =REF. t0 A -I EL - REF. TO A -i ® cc NEW BLOCK WALL 1 G Cfl u � ZONE 5 ZONE 4 � 411 0 v � GRADE J +52b1 +54b6 GRADE -6921 EL = - 0' - 4" - 59 2 9 EL = - 0 -4' EXISTING G.B.S. GARAGE (III PROVIDE NEW 4" MIN. CONCRETE SLAB REV. DATE: BY: a � # `t N 't0 BE CONVERTED INTO III THROUGHOUT STRUCTURE AS REQUIRED. NEW DEN NCA T H E L E V A T 1 10" E LEVATION F.E.= N.Ci.V.D. SCALE: 1 /4' ■ I' -0' SCALE: '/4 EXISTING WINDOW TO BE REMOVED AND REPLACED EX. WITH NEW HIGH IMPACT i6 FRENCH DOORS AS SHOWN. ol EXISTING SUB PANEL Al TO REMAIN DRAWN BY: (REFER TO ELECTRICAL SHEET) T.ODEAM TABEAM EX EL = +9' -0' — — EX EL ■ +9' -0' = EXISTING OVERHEAD LINE CHECKED BY: A TO EXISTING RESIDENCE AND F.P.L POLE = CONTRACTOR TO VERIFY EXACT LOCATION (p 1 IN FIELD. (REFER TO ELECTRICAL SHEET) M . N EXISTING 2' -6" EXISTING WINDOWS t0 DATE: DOOR ACED N I " 1/18/08 SINGLE -HUNG WINDOWS AS REQUIRED JOB No. 07 -004 FINISH FLOOR _ k FINISH FLOOR — — — EL 0' -0" EL ®' - ®' EL ■REF. TO A -1 DOOR R + &2 52 PROV DE MOLD A�wD (2) NEW FdIGH tMPACt EL ■ REF. TO A -I NOTE: NO MECHANICAL ON THIS J05 ZONE NEW DOORS TO T Ra EX tBTO -, 54.66 4 4 cF1 Dooms GRADE GRADE i +54 zoNE 66 4 + NO FL UM 5 I NG ON THIS J O 5 � �T ENTRY PAGE: EL = -0- -56.66 j EL. ■ -0' -4' -5929 -5929 ION WEST E LEVATIUN A�z SCALE: y ■ r -0" SCALE: 1 /4 ° ■ I ._ ® " SCALE. 1 /4' • r - ®' 2 OF ro SHEETS � i 4 I O O py r C P E R MIT r Miami Shores Village V APPROVED BY DATE ZONING DEPT BLDG DEPT ` ° SUBJECT TO COMPLIANCE WITH ALL FEDERAL ° STATE AND COUNTY RULES AND REGU'LPATICI's ® G • 9 • U' • • • • .. l G G G (� G1 N_ C Ag U ZONING LEGEND w ZONING: RU -1 SINGLE FAMILY U kn M ® HEIGHT lt0 RIDGE OF ROOF }. IZ' -9" EXISTING; GR AND C ON C OURS E 0 NET LAND AREA: 14,912 SOFT. N GROSS LAND AREA: 20,912 SQFt. r '9?66'-- U O � 'y LOT COVERAGE (EVE UNDER ROOF} 3,381 SQFT EXISTING _ _ 9 ��' 6 6.8' ASPHALT P A V _ N c __T -?6t' J) -Z z 100 TOTAL RIGHT-OF-WAY_ - o o w _ ecz ❑ � ° a � L ❑ a� w 0 U SETBACKS: REQUIRED PROPOSED Z - > FRONT 25' -0° EXISTING ° m 0 co U) SIDE 10' -0 EXISTING 0 • • : 0 R=1 849.79 , ° EXIEXISTING @ `° 2 z SIDE 10' -m 25' -m� EXISTING 1.7 VALLEY GU TTER w o ° z > ° W ° ❑ REAR R= 1849.79' — ���. AREA ADJACENT TO LAKE OR CANAL TO BE GRADED 60 AS t0 PREVENT DIRECT OVERLAND • > » = e z w w k w DISCHARGE OF STOWWATER INTO LAKE OR CANAL 7 0 411 , p I�1 0- z '� - - A =120.84 10 PA RKW AY �- Q ° m LOT WILL BE GRADED So AS TO PREVENT DIRECT OVERLAND DISCHARGE OF S TORMWATER ONTO FIP. 1 /2 A228.24 AY ADJACENT PROPERTY. APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION. No I.D. � FIP• 1/2 l " � — — 4 po ° 0 5 �ONCRET ' SIDEWALK L� NO" D. ti�\�'BLCICK FIP. 1 / 2 TYPICA PLANTER ANY APPLICABLE RE50LUTION5: No I D � L PLANTER SEAS m CORNER Z .70 C.B.S. r� 0.35 CONC. ( TYPICAL ON LINE ! o NOT[ � ` 1 � ALL & 3 BRICK N COLUMN IN ADDITION T O THE REQUIREMENTS OT THIS PERMIT, THERE MAY BE ADDITIONAL 1 T n IRON FENCE WALK e D ° 0 N m RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC 1 1.0X2.0 n o 1 1 S1 RECORDS OF THIS COUNTY. SECTON 553.19 (10), FLORIDA STATUTES, EFECTIVE lAO181 t D Q f �c A APPLICANT: ` r- ?� �" n 1 o .z cT £ = N u w MIAMI- COUNTY `� { 1.10E DARE uj WILL COMPLY WITH THE ORDINANCE 80 -90 (SECTION 3 3 THE E. NOTICE OF ROCK MINING OPERATIONS WHERE BLASTING Is PEF41ITTED)- PRIOR C cn r 99, •6'� �,� COD E: 9 TO STARTING CONSTRUCTION ' L " 23 ., I x A SEPAtAtE PERI'11t WILL BE REQUIRED FOR ALL DRIVEWAY APPROACHES ONTO PUBLIC RIGHT OF WAY. CONTACT PUBLIC WORKS DEPT. ` 10. LI ° AC W THE HEIGHT OF FENCES, WALL AND HEDGES SHALL NOT EXCEED 25 FEET IN HEIGHT '/ ► N U X4 01 WITHIN 10 FEET OF THE EDGE OF ANY DRIVEWAY HEADING TO A RIGHT OF WAY r 1—STORY 00 A THE HEIGHT OF FENCES IS BEING MEASURED FROM GRADE = ELEVATION OF PUBLIC EXISTING ELECTRICAL 07 Z O r �7 PANEL "A IN (UTILITY ROOM ReS. # 526 X —x —x _.i <.T 0! M SIDEWALK OF CROWN OF ROAD. (R ELECTRICAL F.F. = 11.51' a O � � — t LL u V n... - ..z-. .�... >� v2 E ., k I0 $ - , LL 2 0.8' C7 O Q z z u i W - - -- 9 O _ O r� r -• f (Jl �� EX ISTING METER - — r ,6+ C C7 O FLOOD LEGE CO LOCATION O ,�, � ,,s � � O acs N (REFER t0 ELECTRICAL - r� O O 4LL U) o CC) D SHEETS) ASPHALT —' --� , C�.i o o F �! � a w RESIDENTIAL NEW CONSTRUCTION r ' / v w C7 �— EXISTING SUB PANEL "At" �'-" z r' / Q ADDRESS: 526 GRAND CONCOURSE MIAMI SHORES FL 33138 (REFER to ELECTRICAL) 10.G' - _ 1 _ TERRACE ° m n m Q 0 12 G 3 i Z w i C0 O LOT: 6 BLOCK: g1 PLAT BOOK: 1,5 -14 PAGE. � � � O �`' U w A J 0 EXISTING GARAGE TO D c0 c� C HIGHEST CROWN OF THE ROAD ELEV: EX. Ft. NG.VD. HIGHEST Cl OF THE ROAD O BE CONVERTED INTO � � e : � �J w ���nn ELEVATION WAS TAKEN FROM THE ATTACHED SURVEY CERTIFIED SURVEY, OR A CERTIFIED NEW DEN — S TO R I = �� ° ° '° r V try � o SURVEY PREPARED BY: LINCOLN ftURREY P.LS L{C. NO. rr nn v REAR 4 4 0 J O R a LOWEST FLOOR GARAGE / STORAGE ADJACENT GRADE SWALE AREA cCONCRTE ELEVATION FLOOR ELEVATION ELEVATION ELEVATION EXISTING F.P.L POLE I °. ' . • W Z 00 t0 EXistiNG PANEL 10.�o Q a0 w PROPOSED 10.10' WA EXISTING WA AND METER ° 00 O 4 �o N o W ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED At FOR ABOVE THE BASE 9. ' ASPH 3 . 6 GRASS AREA FIP. 1 2"� c� o FLOOD ELEVATION (13PE) (TYPICAL 00 x EXISTING 5' -0" SETBACK PAVEMEN LT Z 15' ALLEY w w No I.D. U) 0! O ALL AREAS BELOW BFE. SHALL BE PROVIDED WITH A MINIMUM OF Tuo (2) OPENINGS HAVING FROM EXISTING STRUCTURES T -� �• 70 C•B•S Z z. — , , A TOTAL NET AREA OF NO LESS THAN ONE SQUARE INCH OF OPENNN3 EVERY SQUARE FOOT AS SHOWN. — — — — — ° °® - -1 X ® N = OF ENCLOSED AREA SUBJECT TO FLOODING; THE BOTTOM OF THE OPENING WILL BE NO HIGHER x •. ° '. . THAN ONE (1) FOOT ABOVE GRADE AND LOCATED ON DIFFERENT SIDES OF THE ENCLOSED a a ° 0 -- — u z AREA OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOUVERS FLOOD RESISTANT MATERIALS EXISTING 12' -0" �`.QO CRETE R 1 ' •. °.' ° `� WILL BE USED BELOW BF.E. CHAIN LINK GATES I ° ° :. p . I Q j I INTO DRIVEWAY TO I 19 A 3 8! 5 S .: » ' e 1 ATERNATIVELY, SEE A CERTIFICATION BY P.E. ON THE PLAN REMAIN UNDISTURBED ° a I ° . y REV. DATE: BY NOTES INDICATING THAT THE DESIGN WILL ALLOWE FOR THE AUTOMATIC EQUALIZATION OF FOR APPROACH LOT 16 I I A =10 9. 5 0' I # HYDROSTATIC FLOOD FORCES ON EXTERI WALL BLOCK 9 7 i I 1 LOT 19 THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING; OF ADJACENT PROPERTIES L I B L 0 C K 9 7 WHERE NECESSARY INTERCEPTOR ;WALES WILL BE CONSTRUCTED OIN -SITE WITH LOT NO ENCRACHMENT I 17 , BLOCK 9 7 OVER ADJACENT PROPERTIES I LOT 18, BLOCK 97 0 1 - 011 2 10.10' NG.VD. NOTE: DRAWN BY: CONTRACTOR AND OR OWNER SHALL VERIFY IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS, DIMENSIONS OR OTHER IDOCUMENTS. THE CONTRACTOR OR I I ` OWNER MUST NOTIFY THE ARCHITECT AND ENGINEER IN WRITING, OF THE SAME PRIOR TO CHECKED BY: PROCEEDING WITH THE WORK IN QUESTION, IN THE EVENT THAT THE CONTRACTOR OR OWNER FAIL TO GIVE NOTICE OR PROVIDE SUFFICIERT TIME FOR A RESPONSE, CONTRACTOR n OR OWNER IS RESPONSIBLE OF SUCH ERRORS OR OMISSIONS, AND FOR ALL COSTS FOR IVI RECTIFYING SAME AND DELAYS OR ANY OTHER COSTS INCURRED BY SAME. ,5C I PT I QN I T E P L A N DATE: sCALE:1n6 " 1' -m" 9/17/08 LOT 6 LESS THE NE 40B FEET LOTS 6 AND I .B LOCK S1 sUBDIVisio MIAMI SHORES SEC 4 AMENDED ACCORDING TO JOB No. TH PLAT THEREOF AS RECORDED IN PLAT BOOK 15 -14 AT E THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA 08-001 PAGE: Aml 1 OF 2 SHEETS • e e e , • ® ese I X 3 Pt WD. SPACER W/ 1 - 7" LC% PNEUMATIC Ir WOOD TRIM WOOD DOOR FRAME W/(2) 10 E `' , e • e • • • o o HEAD NAILS IS 6' FROM PHILLIPS FLAT HEAD SCREW SPACING ®: a TOP AND BOTT. AND (1) 1/2" GYPSUM BOARD PER MFGR PRODUCT APPROVAL. 0 • e • + MID - POINT 3/16' x 13/4" TAPCON CONC. - GYPSUM WALLBOARD 1" X 4 " P.T. WD SCREWS W/ A MIN. EMBEDMENT d 5/8" TYPE 'X' WOOD CASING FURRING STRIPS -Y 4' INTO CONC w CONT. AROUND OPNG " e e . SPACE 6 FROM EA END t WOOD STUD - SI1ZE VARIES COL W/I /4 CORROSION RESISTANT NCRETE OR MASONRY APPROVED CONCRETE SCREW ANCHORS a qL p�,� gip METAL STUD - SIZE VARIES CO (4) SM SCREWS TO — 2 X 4 RABITTED JAMB CONSTRUCTION WAIN 1 -1/4" EMBEDMENT. 6" FROM see • • �N TI E DT E� OF ACCEi ANCE x WOOD STUD 11) X10 FINISH NAIL 18' C/G TOP t BOT. SPACING • 18" C/C o M } MIN. f EMBED INTO STUD MINIMUM 2 COAL STUCCO WEATHERSTRIPING FINISH (MIN 5/6 ") SEALANT REQUIRED FOR kn E GYPSUM WALLBOARD EXTERIOR APPLICATIONS N 5/8" TYPE 'X' WOOD C d CC � W O PERIMETER CAULKING AND z (3 DETA WOOD DOOR JAMB (FRAME) DETA WOOD DOOR 2X JAMB (MASONRY) BACK BEDDING C ; v v 1-1/2 ■ STUCGJ w U JAMB W D OOR 5C:Pr=DUL. W INDOW 5C:PEl�ULE 0 NO Z ALL SHOP DRAWINGS MUST BE PROVIDED I X 3 PT. WD. SPACER W/ w TO THE CITY FOR APPROVAL. SIZE MATERIAL SIZE I -z" L& PNEUMATIC MARK DESCRIPTION REMARKS MARK DESCRIPTION MATERIAL AREA REMARKS CONC. LINTEL HEAD NAILS + 6' FROM W N r DOOR FRAME W N TOP AND BOTT. AND (1) z MID - POINT 10 SOLID DOOR 3' - 0" b' - 8" 1 WOOD) WOOD SEE NOTE - QA 14 SN 3' -I" 4' -2" ALUMINUNKsLASS 134 SEE N-2,5 UJI A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL 2 " " �/, WHEN APPLICABLE IS REQUIRED FOR THE FOLLOWING ITEMS 0 DOUBLE DOORS 3 -0 6 -8 14 MTL. MTL SEE NOTE-1 a o 9 3/16 x 2 1/4 La TAPCON CONC Q L L SCREWS W/ A MIN. IMBEDMENT # OF 1 -1 /4' INTO CONC. STORM SHUTTERS - MULLIONS - ROOFING a a a SPACE 6' FROM EA END t - WOOD TRUSSES - FENCE - WINDOWS a a �A� r IT Sl" D - HANDRAILS - RAILING - DOORS SEAL STUCCO 7' DRYWALL I S SH ON EXTE RIOR ua PROV RM TERS ALL IOR R DOORS AND WINDOWS UNLESS IMPACT TYPE �~ DOORS AND WINDOWS ARE PROVIDED. C'� (SEPARATED PERMIT AND PRODUCT CONTROL APPROVAL IS REQUIRED) (PROVIDE SHOP DRAWINGS PRIOR TO PERIMETER CAULKIING AND INSTALLATION) ) NOTES: I. OPEN TO OUTSIDE BACK BEDDING HEAD 04 o NOTE: I- WITH ARCH ON TOP 1- DADE - COUNTY APROVED z 1. FULL LOUVERED DOOR 1- ALL GLASS SHALL BE TINTED 8- OBSCURE GLASS O ¢�� PROVIDE FOR WINDOW OR DOOR FASTENING 3. NFPA 101 - -1994 CHAPTER 24-2,4, 6 NON -• LOCK DOOR 3- TEMPERED GLASS (SAFETY GLASS CATEGOY CLASS 11 SNAP N GAZING TO THE MULLION USE STAINLESS KNOB WITHOUT A LOCK 4- EGRESS TYPE STEEL SCREW WITH SAME SPACING AND SIZE AS SPECIFIED FOR WINDOWS 4. GLASS 1 /4" THICK SAFETY GLASS CATEGORY CLASS II 5- SE1 (SINGLE HOME) BEAD ( TYPICAL ) AND DOORS FASTENING 6- HS (HORIZONTAL SLIDING) 3/6 0 1 X 27' TAPCON CON. SCREWS w SPACED 6' FROM EA END AND 5 VNYL WEATHER BALANCE AS IT 16 DESCRIBED STRIPPING N THE NOTICE OF ACCEPTANCE 00 NOTE: NT T PERIMETER CAULKING CAULK M ' CO RAC OR AND OR OWNER SHALL VERIFY IF ANY ERRORS OR OMISSIONS APPEAR IN THE t BACK BEDDING M a DRAWINGS, SPECIFICATIONS, DIMENSIONS OR OTHER DOCUMENTS. THE CONTRACTOR OR MARBLE SILL 0 —j U OWNER MUST NOTIFY THE ARCHITECT AND ENGINEER IN WRITING, OF THMWE PRIOR TO LL IL �ul PROCEEDING WITH THE WORK IN QUESTION, IN THE EVENT THAT THE CONTRACTOR OR OWNER FAIL TO GIVE NOTICE OR PROVIDE SUFFICIENT TIME FOR A RESPONSE, CONTRACTOR o o a o o z W o 5 OR OWNER IS RESPONSIBLE OF SUCH ERRORS OR OMISSIONS, AND FOR ALL COSTS FOR O RECTIFYING SAME AND DELAYS OR ANY OTHER COSTS INCURRED BY SAME. PRECAST. CONT. SILL SILL W U > Q Qa CBS WINDOW DETAILS z v � o o NTS. (� L A — — — — — -- T---- A TD.BEAM TA.BEAM � Z EX EL _ +9'_0" EX EL. ■ ;V -0" — — W � � EXISTING COLUMNS TO REMAIN _ U r V GC TO VERIFY IN FIELD (REFER 70 STRUCTURAL SHEETS) < O w 3 U W Z 00 Q 00 0 00 B H U (D 0 0o EXISTING AREA TOME N BLOCKED AND ENCLOSED z J LO u r AS REQUIRED. Q (� A FINISH FLOOR NEW Fr ,� FINISH FLOOR a (REFER TO STRUCTURAL SHEETS) 00 NEW FF. EVEL U) EL. 0' - 0" EL V - 0" — — — — — — — — EX. x O (D= Q EL. = REF. TO A -1 / EL. - REF. TO A -1 / O ZONE 5 ZONE 4 NEW BLOCK WALL U) W ® ° Q o GRADE / +52,61 +54166 � ¢ GRADE i / U EL - -0' -4" -6921 -5929 EL. - -0' -4" \ EXISTING C.B.S. GARAGE II PROVIDE NEW 4 MIN. CONCRETE SLAB REV. DATE: BY N T"O BE CONVERTED INTO III THROUGHOUT STRUCTURE AS REQUIRED. # L I E NEW DEN NORTH V F.F.E.= im.lm' N.G.V.D. SCALE: '/4" - 1' -0" SCALE: '/4 • 1' -0" EXISTING WINDOW TO - BE REMOVED AND REPLACED WITH NEW HIGH IMPACT EX m FRENCH DOORS AS SHOW'1. EXISTING SUB PANEL Al TO REMAIN DRAWN BY: (REFER TO ELECTRICAL SHEET) T.O.BEAM — TA BEAM — H. S EX EL. - +9' -0" EX EL. - +9' -0" _ E {STING OVERHEAD LINE CHECKED BY: - TO EXISTING RESIDENCE AND F.P.L. POLE _ A CONTRACTOR TO VERIFY EXACT LOCATION m I IN FIELD. (REFER TO ELECTRICAL SHEET) M. • R N EXISTING 2' -6" EXISTING WINDOWS TO DATE: DOOR TO BE BE REPLACED WITH 0 o REPLACED NEW �� � AC TDOWS 5/01/08 AS REQUIRED JOB No. FINISH FLOOR FINISH FLOOR 08-001 al EL. 0 — EL. O' -0" — — EL. - REF. TO A -i / PROVIDE MOLDING: AROUND EL In REF. TO A -1 / N OTE: NO MECHANICAL ON °1',7--115 J OE3 / / NEW DOORS TO MATCH EXISTING ZONE 4 l2) NEW HIGH IMPACT FRENCH DOORS / ZONE 4 ZONE 4 GRADE FRONT ENTRY DOOR +52.02 ,` GRADE / +54,66 ;54,66 NO ILL 1,11" I B I NCB ON T H 15 JOB PAGE: EL. - -0 ' -4 r -56,66 EL - -0'-4 -5929 -5929 A I ELEV ATI O N L R PLA V OD N T L A�2 SCALE: 1 /4" - 1'-0" SCALE: 1 /4" - I' -0" SCALE: 1 /4' ■ 1'-0' 2 OF 2 SHEETS Revisions Z\ 1 0 zn� I3 A N C O U O �i \ 1 EUE CT ICAL NOTES - C tRNIIS ALL ' MATER � AND EQU, I 1) CONTRACTOR FOR COMPLETE ELECTRICAL INSTALLA I ELECTRICAL S LEGEND � FOR ACCORDANCE WITH THESE 0TE:- DI',A ZINGS. i i. 2) COMPLY WITH THE N.E.C. AND STANDARD BUILDING CODE. (D JUNCTION BOX EXISTING ELCTRtCAL ►E AND PANELS . L fL JB W /SPECIAL SUPPORT FAN & LIGHT LOCATION REFER TO SHEET A-1 (ARCH D - VVGS) F 3) PROVIDE EMPTY CONDUITS AS REQUIRED FOR TELEPHONE SYSTEM. 0 HIGH HATS LIGHTING I �g 4) OBTAIN ALL PERMITS FOR WORK UNDER THIS CONTRACT. - MINI HIGH HATS LIGHTING �. 5) PROVIDE TEMPORARY POWER AND LIGHT OUTLETS FOR USE BY OTHER Q VAPOR PROOF ca TRADES. SC GF WOR CEILING MOU'L'TED FI XTURE _ 1 Q X LIRE 3�4�0 TN,!NN (Cu) ' 6) PROVIDE ALL REQUIRED CONNECTIONS FOR OTHER TRADES. THIS ELECTRICAL DESIGN CONSIST OF A NEW LIGHT FIXTURES AND WALL MOUNTED FIXTURE IN 2" COND. MIST. 225 AMP ELEC. PANEL I E RECEPTACLES ADDED TO AN EXISTING AREA CONVERTED TO A DEN '� 4//225 All PH 22 ,KAIC .. °��' 7 & MOTOR FOR CHANDELIER RUNNING O.H. FROM EXTERJOR � fNTERd(�R ! N�� pPN I W ) COORDINATE ALL OUTLET LOCATIONS WITH BUILDING ARCHITECTURAL WIRED FROM FREE SPACES (CIRCUITS 1 & 2) FROM EXISTING 1 DD (e) tu FEATURES. n , ,. , 111A L r ED FIXTURE F P. L_. S ERVI CE POINT. HOUSE EXIST 100 AMP ELEC. SUB PANEL + r E A ELECTRICAL S f$ P. -,tLEL PICTURE Al ". A ��nL rn OUNI � �- - ca NEW LOAD CALCULATIONS HAVE BEEN PERFORMED TO DEMOSTRATE i ( co 8) CONTRACTOR SHALL VISI THE SITE TO FAMILIARIZE HIMSELF WITH ADEQUACY C A ELECTRICAL RISER. i W A/'1 PH /� 22 KAIC LL M U � ,; FLUORESCENT FIXTURE � ALL EXISTING CO EXISTING RISER AND PANEL '"A" REMAIN AS IS. R QUADRUPLEX RECEPTACLE . . METER 0m, PANEL � u- I 9) ALL CABLE SHALL BE COPPER. EXIST ELEC T � � � .. � � GFI RECEPTACLE (IN NEMA 3R ENCLOUSURE) I Cm i 0 INDOOR CONDUITS SHALL BE EMT. � � SUB � GFi RECEPTACLE 8" ABOVE COUNTER 'f PANEL _ ./ < 0 11) ALL MOUNTING- HARDWARE SHALL BE BY CONTRACTOR. t 1 I w I SIN RECEPTACLE A - 1 � ® o 12) OUTDOOR UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC. 2 POLE OUTLET UNDER PAVED AREAS IT SHALL BE ENCASED IN CONC'RET MINIMUM > � o COVER SHALL BE 24 INCHES. RECEPTACLE 311MO TH1VN (Cu � SWITCHABLE DUPLEX RECEPTACLE 3113 1 X 4 1 Tt WN (Cu) C THl4�N (Cu) op OD GARBAGE DISPOSAL IN 2" COND. 1 #8 , THWN (Cu) G �- 1 # 2- THW (Cu) ,N 1 COND. ®[ c : o ca SPOT LIGHT IN 314 " COND. w 3 4 " w- I ELECTRIC PANEL �P i 1 � FfJ EXHAUST FA "J ®� i o �, LOAD CENT ., ZL5 A WP WEATHER PROOF - — j RADE LEVEL < I • F "All MAW BUS $ SWITCH 0 I SER.CE: 1sT Loon NEUTRAL 225 A 1 - - - -- - - - - - - WA `VOL.TAGE: i2V24o io, 3W MAIN• MCB 4. J AY S WITCH M OU tL TIN G /LCCATI t�N- SURFACE (EXIS AIM--' 22 0-00 0 LOW VOLTAGE SYSTEM SWITCH (DIMMER) T A S PER NEC 250 -52 -C THIN (r REINFORCEMENT STEEL BAR I < � �' 3 ® v A = 1 R. u) d TELEPHONE _ - ` `" I _1- q c 112 z 10' GROUND ROD IN 314 COND. Ld a. .a.! �+� �l�J � � � ` TELEti'IS1flN CABLE OUTLEF �-- cC X N REMARKS a. � SLEEVE F 1— REMARILS IYN ®N 0-- Q J o CL o O ® IL sp SMOKE DETECTOR 1 0 1 2 GARAGE DOOR OPENER CONTROLLER I 0 ® 9 .,0 2 i 0� � 5 1 fi AHU # i E'�t'H 10 112 4500 2 30 — 4 INTERCOM E RIS D IAGRAM � � S 6 SMALL APPLIANCES 12 1 1500 1 20 (0 100 2 10720 1 6 SUB PANEL B" � WOR BELL 7 3 LTS &RECEPTACLES 14 i/2 * 1 15 N.T.S. In CNI a 20 10 LTS & RECEPTACLES 14 1 /2 * 1 15 ii (EXITI N G) zs 2 1800 112 12 SPRINKLER PUMP 11 LTS & RECEPTACLES 14 112 1 15 Q 15 1 * 112 14 LTS & RECEPTACLES 13 14 - LTS & RECEPTACLES 14 _1 * i 15 4 15 1/2 14 LTS & ECEPTACLES 15 16 LTS & RECEPTACLES 14 112 1 * R * 1 15 L A D CA L C 1J LA 7 1 N P N L'A�' 1 , 12 SMALL APPLIANCES - Q 20 1 1500 �/f 17 1® CU 1 2 15 1 * 112 . 14 LTS & RECEPTACLES i9 20 - 8 314 7100 2 40 SQUARE FEET OF CONDITION SPACE 3,387 i - _ - -_ - -_ _ _- - - - - - - -- - -- G'E,fvE;RAL LIGHTING AT 3 W:S:F 1(� T61 C 15 1 * 1/2 14 LTS &RECEPTACLES SPACE - - - - - 2 SMALL APPLIANCES CIRCUITS 3 4 M 'E - SPA-CE 23 - 24 SPACE - - - - - SMALL APPLIANCES LOAD 4,500 3- a) - - SPACE - - - - _ RANGE / OVEN OR COOK TOP 8,300 . ' N SPACE A1-2 N 27 23 SPACE _ DRYER 5,600 q 30 2 5600 314 10 DRYER HOT WATER NEATER (i) 4,500 J 30 REF RIGERA r OR i 2 i/ 2 850 1 20 SPRINKLER PUMP 1 I CL 31- 32- JACUZZI 12 .112 1500 1 20 REFRIGERATOR 850 LL 45 2 8300 314. 6 RANG€ WASHER 1100 ° 33 34 DISHWASHER 12 112 1200 1 20 1 j 20 1 1100 112 12 WASHER MACHINE 33 - - o BATH REC. GFf � DISWASHER 1,200 � C9 12 112 1.500 1 20 IGARBAGE DISPOSAL 500 20 1 1800 .112 12 GARAGE DOOR OPENER 37- 33. BATH REC. GFI �� 1/2 1500 1 20 GARAGE DOOR OPENER & GATE MOTOR 1,800 m 12 N 20 1 1500 1 j2 12 SMALL APPLIANCES 39 40 GARBAGE DISPOSAL 12 112 600 1 20 JACUZZI 1 500 FREZZER 850 .� c ai 20 1 n50 i/2 12 FREEZER �t1 _ .__ ._ !� PrfICROWAVE 12 1/2 1200 i 20 - MICROWAVE 1,200 � o CONN E CTED LOAD. SEE LOAD CALCULATION ED ER: BATH REC. GFI 2 3,000 (E) a FE SEE RISER () > y- SUB PANEL "B" ® I U An" C FAULT CIRCUIT INTERRUPTED PROTECTION FED FROM: SEE RISER 1D, 720 CONNECTED LOAD wiHT0 -i A/C LOAD 57,691 1 � � FIRST 10000 AT 1009 10,000 (E) (E) m REST AT -409 19, 073 r 2 d A/C LOAD AT 1009 (HEATERS® 1009) 10,575 TOTAL 39,648 C o - �- I AT 240 VOLT 166 AMP C E E; 2 o v LOAD GENT €R MAIN �. SERVECE: 1ST. FLOOR � 1Ot3 A NEWV DEN a3 '� NEUTRAL: 100 A r �` D �a ° o -- S� 1 1 a � � ANE A VO 1201240 1 0, 3W � Al �A� �3 MOUNTINGAOCATICN: SURFACE (EXISTING) AILS: 22 000 Al - 2 LOAD CALCULATION SUB PNL A -1 :3 J ® ® ! 3 cn On '— REMARKS R EMARKS �- Q f�f N F o- �' N 1 N <C = _ q ® ®� C1® LTS &RECEPTACLES c� 1009 1 OX 9 000 i 0, 000 VA • < ® o U EL ECTRICAL PUMP 1.0600 VA . (E) A1-1 J � � - ° 2 20 1 1000 112 i2 LTS & RECEPTACLES(N) 1 2 LTS & RECEPTACLES(N) 12 112 1000 1 20 = = - 4 LTS R ECEP T ACLE S 12 FIRST 10000 AT 1009 10,000 VA 1 j2 1000 1 2 CONNECTED LOAD !�'fHTOUT A/C LOAD 11,800 V4 ::::; (E) - - - -- 20 2 1800 314 10 ELECTRICAL PUMP {E) 5 & LTS & RECEPTACLES 12 112 1000 i 20 REST AT 409 720 >r� V , EXISTING SUB PANEL A -1 - z 20 (TO REMAIN) i 1000 112 12 LTS & RECEPTACLES 7 LTS & RECEPTACLES 12 112 1000 1 20 1^ TOTAL i 0 720 �'A U 20 1 1000 112 12 LTS & RECEPTACLES 9 10 LTS & RECEPTACLES 12 112 1000 1 20 � Al - - w AT 240 VOLT 45 AMP (E) 20 1 13 1/ 2 12 LTS & RECEPTACLES 11 12 LTS &RECEPTACLES 12 112 1000 1 2O � ° I - U a N 2 I Job No. E CONNECTED LOAD: SEE LOAD CALCULATION FEEDER: SEE RISER A ARC FAULT CIRCUIT INTERRUPTED PROTECTION FED M OM: SEE RISER Data E I Scale a. ELECTRICAL PLAiv I I f ;II SCALE: 1 14" = 1 r 10 - 11 U O 2 I MAY 0 2 2008 Seal E AA- 26001664 Sheet No. ®1 l II t E E A L T R U C T U RA L N 0 T E S B V� U O N . �U CONCRETE SLAB ON GRADE: - REINFORCING STEEL: DES GN CRITERIA: A 1. ISOLATION JOINTS MUST BE USED AT JUNCTIONS WITH WALLS AND COLUMNS, USE 1/2" THICK PREMOLDED JOINTS FULL DEPTH OF SLAB. 1. CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A6151A615M, GRADE 60. 1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND SPECIFICATIONS: A). THE FLORIDA BUILDING CODE (FBC), 2004 EDITION SECTIONS OF "HIGH VOLOCITY HURRICANE ZONE ". 2. PLACE CONTROL JOINTS AT CENTERLINE OF COLUMNS. PROVIDE INTERMEDIATE JOINTS IF COLUMN SPACING IS GREATER THAN 20 FT. IN ANY CASE JOINT 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE SHEET -TYPE WELDED WIRE FABRIC. SHEET LAPS SHALL BE TIED AND B). ACI 318 -02, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. SPACING SHALL NOT BE GREATER THAN 15 FT. IN SIDE WALKS TOOLED JOINTS SHALL BE SPACED AS THE WIDTH OF THE SLAB. LAPPED ONE FULL MESH SPACING. C). ASCE 7 -02, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. D). ACI 530- 02 /ASCE 5- 02 /TMS 402 -02, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. N o <� d 3. CONTROL JOINT DEPTH SHALL BE 1" TOOLED FOR SLAB THICKNESS 4" TO 5 ". JOINTS SHALL BE SAWED AT 15' INTERVALS WITHIN 24 HOURS AFTER CONCRETING. 3. CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS OTHERWISE INDICATED. CONTINUOUS REINFORCING STEEL SHALL BE o n LAPPED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318. 2. DESIGN LOAD CRITERIA: E ` y , c 4. CONSTRUCTION JOINT MUST BE PLACED IN THE SLAB WHERE BUILDING EXPANSION JOINTS ARE SHOWN. `" M 4. FABRICATION AND DETAILING ACCORDING TO A.C.I. -315. LIVE LOADS: 5. WHEN CONRETING AND OPERATING ARE CONCLUDED FOR THE DAY, CONSTRUCTION JOINTS SHALL BE FORMED WITH BURKE KEYED KOLD METAL JOINT FORM NON - ACCESSIBLE ROOF 30 PSF OR APPROVED EQUAL. 5. ALL ACCESSORIES TO HAVE UPTURNED LEGS AND BE PLASTIC DIPPED AFTER FABRICATION. ° a DEAD LOADS: 6. WATERPROOF MEMBRANES, OVERLAPPED 6" AT JOINTS, WITH A PERMEANCE OF LESS THAN 0.3% PERMS IN ACCORDANCE WITH A.S.T.M. E -98 SHALL BE ROOF 20 PSF W PROVIDED UNDER INTERIOR SLAB. SHERE NO VAPOR BARRIER IS USED, THE SUBGRADE MUST BE DAMPENED WITH WATER IN ADVANCE OF CONCRETING TO FREE WATER STANDING ON THE SUBGRADE NOR ANY MUDDY OR SOFT SPOT IS PERMITTED. MASONRY WALLS: WIND LOAD (PER ASCE 7 -02): BASIC VELOCITY: V= 146 MPH Lu 7. ANY STRUCTURAL MEMBER PENETRATING SLAB ON FILL IS TO BE %" PRE - MOLDED JOINT FILLER COMPLYING WITH ASTM D -1752, TYPE I. 1. DESIGN MASONRY ASSEMBLAGE STRENGTH, F'M = 1500 PSI. NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS SHALL IMPORTANCE FACTOR: I =1.00 U) BE A MINIMUM OF 1900 PSI. EXPOSURE: C Z 8. PREMATURE FINISHING IS NOT ALLOWED. IMMEDIATE FOLLOWING FLOATING TROWELING WITH STEEL TROWELS SHOULD BE COMMENCED IF REQUIRED. INTERNAL PRESSURE COEFFICIENTS: GCpi +/- 0.18 2. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND BE MANUFACTURED WITH LIGHTWEIGHT AGGREGATE, PLACE IN RUNNING BROOMING SHALL BE AFTER THE STEEL TROWELING OPERATION. w BONDS. Z 9. SLAB FINISH TYPE: INSIDE BUILDING - STEEL TROWELED; OUTSIDE SLAB - BROOMED, UNLESS OTHERWISE NOTED. 3. MORTAR SHALL CONFORM TO ASTM C 270 TYPE "M" (2500 PSI). GROUT FOR FILLED CELL SHALL CONFORM TO ASTM C476 AND SHALL NOT SHOP DRAWIN (9 w CONTAIN ADMIXTURES. GROUT SHALL ATTAIN A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI, SLUMP 9 IN. # CONCRETE CONSTRUCTION NOTES 1. NO SHOP DRAWING SHALL BE SUBMITTED FOR ARCHITECT /ENGINEER'S REVIEW UNTIL AFTER THEY HAVE BEEN REVIEWED AND NOTED FOR g 4. REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 / A615M, GRADE 60 AND SHALL HAVE FABRICATION CONSTRUCTION METHOD, DIMENSIONING, AND OTHER TRADE REQUIREMENTS BY THE CONTRACTOR, AND STAMPED WITH THE CONTACTOR'S Q 1. CAST -IN -PLACE CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM 28 -DAY COMPRESSIVE STRENGTHS (fc): TOLERANCES IN ACCORDANCE WITH ACI 315, SHOP - FABRICATE REINFORCING BARS WHICH ARE INDICATED TO BE BENT OR HOOKED. APPROVAL SEAL. ENGINEER ASSUMES NO RESPONSABILITY FOR DIMENSIONS, QUANTITIES, ERRORS OR OMOSSIONS, AS A RESULT OF CHECKING AND REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE GOOD BY CONTRACTOR, IRRESPECTIVE OF A) FOOTINGS AND GRADE BEAMS 30 PSI 5. PROVIDE 9 GAGE HORIZONTAL REINFORCEMENT AT 16" SPACING LADDER TYPE FOR NON -LOAD BEARING WALL TRUSS TYPE FOR LOAD RECEIPT, CHECKING OR REVIEW OF DRAWINGS BY ENGINEER, AND EVEN THOUGH WORK IS DONE IN ACCORDANCE WITH SUCH SHOP B SLAB -ON -GRADE 3000 PSI BEARING WALL. DRAWINGS. C) COLUMNS AND ELEVATED BEAMS 3000 PSI SEAL D) WALLS 3000 PSI 6. ALUMINUM CONDUITS, PIPES, AND ACCESSORIES SHALL NOT BE EMBEDDED IN MASONRY GROUT, OR MORTAR, UNLESS EFFECTIVELY 2. SUBMIT ONE SEPIA AND ONE PRINT OF ALL SHOP DRAWINGS LISTED BELOW. IF SIGNED AND SEALED SHOP DRAWINGS ARE REQUIRED, THEN F) ALL OTHER CONCRETE 3000 PSI COATED OR COVERED TO PREVENT ALUMINUM- CEMENT CHEMICAL REACTION OR ELECTROLYTIC REACTION BETWEEN ALUMINUM AND SUBMIT TWO ADDITIONAL SIGNED AND SEALED PRINTS FOR APPROVAL. W STEEL. a 2. CONCRETE DENSITY SHALL BE NORMAL WEIGHT UNLESS SPECIFICALLY OTHERWISE NOTED. SHOP DRAWINGS: 7. PROVIDE VERTICAL REBARS ACCORDING TO PLAN OR WALL SCHEDULE. SEE "TYPICAL WALL END AND CORNER DETAILS" FOR SPECIAL REINFORCED STEEL. 3. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS INDICATED. IN NO CASE SHALL REINFORCEMENT COVER BE LESS REINFORCING DETAIL. STRUCTURAL STEEL. C7 a THAN THE REQUIREMENTS OF ACI 301. PRECAST /PRESTRESSED CONCRETE. _ c 8. VERTICAL REINFORCEMENT MUST HAVE A MINIMUM 48 BAR DIAMETER LAP SPLICE. UNLESS OTHERWISE NOTED, CENTER WALL CONCRETE MIX DESIGN. Q Q o BOTTOM TOP SIDES ROOF TRUSSES OPEN WEB STEEL JOISTS REINFORCEMENT IN BLOCK CELLS. USE NONMETALLIC BAR POSITIONERS. ` \� , Z A) FOOTING 3" 2" 2" ~` B) BEAMS 1 -112" 1 -112" 1 -112" 9. PROVIDE DOWEL REINFORCEMENT IN FOUNDATION OF SAME SIZE AND SPACING AS VERTICAL WALL REINFORCEMENT. GENERAL NOTES Q C) COLUMNS - -- - 1/2" w D) SLABS In 314" in 10.13RACE TOP OF INTERIOR, NON -LOAD BEARING MASONRY WALLS TERMINATING AT THE UNDERSIDE OF FLOOR OR ROOF STRUCTURE 1. THESE DRAWINGS ARE INCOMPLETE UNLESS ACCOOMPANIED BY THE CONTRACT SPECIFICATIONS. E) WALLS - -- - 11/2" AGAINST OUT -OF -PLANE MOVEMENT IN ACCORDANCE WITH THE "TYPICAL NON - BEARING CMU WALL BRACING" DETAIL. 2. IF ANY ERRORS OR OMISSIONS,APPEAR IN THE DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMENTS, THE CONTRACTOR MUST NOTIFY THE 4. CONCRETE REINFORCING STEEL MARKED STANDARD HOOK SHALL HAVE A 90 DEGREE HOOK WITH A MINIMUM EXTENSION BEYOND THE 11. PROVIDE CONCRETE LINTEL AND WINDOW SILL ACCORDING TO SCHEDULES IN TYPICAL OPENING DETAIL. ARCHITECT AND ENGINEER, IN WRITING, OF THE SAME PRIOR TO PROCCEDING WITH THE WORK IN QUESTION, IN THE EVENT THAT THE BEND OF 12 BAR DIAMETERS IN LENGTH, UNLESS OTHERWISE NOTED. STIRRUP, TIE AND 180 - DEGREE HOOKS SHALL CONFORM TO THE CONTRACTOR FAIL TO GIVE NOTICE, OR PROVIDE SUFFICIENT TIME FOR A RESPONSE, CONTRACTOR IS RESPONSIBLE OF SUCH ERRORS OR U REQUIREMENTS OF ACI 318. 12. BEARING MASONRY SHOWN IN PLAN SHALL BE ERECTED PRIOR TO THE STRUCTURE ABOVE HAS BEEN POURED. OMISSIONS, AND FOR ALL COSTS FOR RECTIFYING SAME AND FOR DELAYS OR ANY OTHER COSTS INCURRED BY SAME. w 5. PROVIDE %" THICK JOINT FILLER MATERIAL WHERE SLABS ON GRADE ABUT VERTICAL SURFACES. 13.NON- BEARING MASONRY SHOWN IN PLAN SHALL BE ERECTED AFTER THE STRUCTURE ABOVE HAS BEEN POURED. 3. THE CONTACTOR SHALL USE THE STRUCTURAL DRAWINGS TOGETHER WITH THE ARCHITECTURAL MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED SLABS SLOPES DRAINS OUTLETS RECESSES OPENINGS REGLETS BOLT SETTINGS SLEEVES DIMENSIONS ETC... 6. REINFORCING STEEL SHALL BE SPREAD AT SLEEVES, TIEBACKS, RECESSES AND OTHER EMBEDDED ITEMS UNLESS OTHERWISE INDICATED. 14.PROVIDE 9 GAGE LADDER TYPE HORIZONTAL REINFORCEMENT AT 16" O/C (FOR REINFORCED WALLS). ' 00 w POTENTIAL CONFLICTS SHALL BE TRANSMITTED TO THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH THE WORK. CONTRACTOR TO 00 � o REINFORCEMENT SHALL NOT BE CUT TO FACILITATE PLACEMENT OF EMBEDDED ITEMS. PROVIDE ADEQUATE TIME FOR RESPONSE FROM ARCHITECT /ENGINEER. 0 a 15. WHENEVER ANCHORS BOLTS ARE TO BE SET IN MASONRY. TWO CELLS AT THE SETT;NG LOCATION SHALL BE FILLED WITH CONCRETE. 6w 7. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED % OR AS INDICATED. 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL ACCUMULATED WATER FROM EXCAVATION AND DEWATERING OPERATIONS IN SUCH A WAY AS TO NOT CAUSE INCONVENIENCE TO THE WORK AND DAMAGE TO THE STRUCTURAL ELEMENTS. w 8. ALUMINUM SHALL NOT BE PLACED IN DIRECT CONTACT WITH CONCRETE UNLESS EFFECTIVELY COATED OR COVERED TO PREVENT SHORING, RESHORING AND TEMPORARY BRACING o x ALUMINUM- CONCRETE REACTION AND ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL. 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS CONSTRUCTION DOCUMENTS WITH ANY REVISED DRAWINGS AND w 1. THE GENERAL CONTRACTOR (GC) IS RESPONSIBLE FOR HIRING A FLORIDA PROFESSIONAL ENGINEER SPECIALIZED IN THE FIELD OF FORM SPECIFICATIONS, FIELD ORDERS, CHANGE ORDERS AND CLARIFICATION SKETCHES ISSUED DURING THE COURSE OF CONSTRUCTION. r ® (9 w 0 9 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTIMATING AND SUPPLYING ANY ADDITIONAL CONCRETE REQUIRED TO ACHIEVE WORK AND SHORING DESIGN. 00 a SPECIFIED FLOOR FLATNESS CRITERIA. 6. DETAILS ENTITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY WHERE SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER 1 a 2. SHORING AND RESHORING DESIGN MUST INCLUDE CONSIDERAION OF THE RATE AND METHOD OF PLACING CONCRETE. CASES WHERE THE MATURE OF THE CONSTRUCTION REQUIRES THEIR USE. DETERMINE APLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE 10.A MIN. OF 5 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU. YD. OR PORTION THEREOF SPECIMENS SHALL BE TESTED TITLES OR FROM THE SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER CONDITION WHERE THE DETAIL IS SPECIFICALLY INDICATED OR Q ACCORDING TO A.S.T.M. C -39, ONE AT 3, ONE AT 7, AND 3 AT 28 DAYS. 3. GC SHALL SUBMIT SIGNED AND SEALED SHORING AND RESHORING DESIGN DRAWINGS FOR REVIEW AND APPROVAL. SHORING INSTALLATION REFERENCED. ui �.. MUST BE INSPECTED BY THE SHORING DESIGN ENGINEER PRIOR TO PLACEMENT OF CONCRETE. � 7. TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED TO HOLD ALL COMPONENTS OF THE STRUCTURE IN PLACE UNTIL FINAL SUPPORT IS O U) 00 w � M o SECURELY ANCHORED. Z r � t SAFETY OSHA AND LABOR LAWS o D M mw 8. THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES OF EVERY KIND, INCLUDING WATER AND POWER, �i J O M in o 1. THE STRUCTURAL ENGINEER OF RECORD DOES NOT POSSES NOR PRESUMES TO POSSES ANY KNOWLEDGE OR EXPERTISE IN MATTERS TO NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHOWN OR INDICATED ON THESE DRAWINGS. ALL MATERIAL SHALL BE NEW. P4 W V � u JOB SITE EMPLOYEE SAFETY, OSHA OR LABOR LAW REQUIREMENTS FOR A CONSTRUCTION PROJECT.SAFETY AND COMPLINCE WITH OSHA AND MATERIALS AND WORKMANSHIP SHALL OF GOOD QUALITY. ALL WORKMEN AND SUBCONTRACTORS SHALL BE SKILLED IN THEIR TRADE. ' M z z LABOR LAWS ARE THE ABSOLUTE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND HIS CONSULTANTS TO ADDRESS THESE MATTERS. THE z L�.J LL STRUCTURAL ENGINEER OF RECORD SPECIALIZES IN STRUCTURAL DESIGN ONLY. THE BOARD OF PROFESSIONAL REGULATION FORBIDS HIM 9. THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK, ADJACENT PROPERTY AND THE PUBLIC, AND BE RESPONSIBLE FOR DAMAGE OR O O FROM ASSUMING RESPONSIBILITY OUTSIDE HIS AREA OF EXPERTISE. INJURY DUE TO HIS ACT OR NEGLECT. W I N U ® • 10. THE PREMISES SHALL BE KEPT FROM ACCUMULATION OF WATER, MATERIALS, AND DEBRIS, AND AT THE END OF THE JOB THE CONTRACTOR o � z O 0 SHALL REMOVE ALL RUBBISH, SURPLUS MATERIALS, AND TOOLS AND LEAVE THE BUILDING BROOM CLEAN. L7 11. THE GENERAL CONTRACTOR SHALL REVIEW ALL PROJECT DOCUMENTS, PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORTS A ANY DISCREPANCIES TO ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK. O V A 12.NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING 0 O (1) Q FROM THE STRUCTURAL ENGINEER. a CV 13. THE GENERAL CONTRACTOR SHALL COORDINATE STRUCTURAL AND OTHER DRAWINGS WHICH ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS. ° REV. DATE: BY. DRAWN BY: G.p LH STRUCTURAL LEGEND 8 SYMBOL DESCRIPTION AFF ABOVE FINISHED FLOOR COL COLUMN EXP EXPOSED LLV LONG LEG VERTICAL PSF POUNDS PER SQUARE FOOT TOM TOP OF MASONRY FSx ® CONCRETE SLAB TYPE (SEE SCHEDULE) AHR ANCHOR CONN CONNECTION FFE FINISHED FLOOR ELEVATION MAX MAXIMUM REINF REINFORCEMENT TOS TOP OF STEEL APPROX APPROXIMATELY CONC CONCRETE FOB FACE OF BRICK MFR MANUFACTURER SCHED SCHEDULE TS THICKENED SLAB rk [ +X' -X "] TO FINISHED FIRST FLOOR FTG FOOTING ARCH ARCHITECTURAL CONT CONTINUOUS MIN MINIMUM SF SQUARE FEET TYP TYPICAL INDICATES ELEVATION REFERENCED p�E BOC BOTTOM OF CONCRETE DN DOWN GA GAGE NIC NOT IN CONTRACT SIM SIMILAR UON UNLESS OTHERWISE NOTED a KEYED CONSTRUCTION NOTE BOS BOTTOM OF STEEL EA EACH HORIZ HORIZONTAL NO. NUMBER SJ SLAB CONTROL JOINT VERT VERTICAL O COLUMN REFERENCE LINE BRG BEARING EF EACH FACE HS HIGH STRENGTH OC ON CENTER STD STANDARD WP WORKING POINT (CENTER LINE OF COLUMN) s � 0 ci SLAB CONSTRUCTION JOINT EJ EXPANSION JOINT JBE JOIST BEARING ELEVATION OPP OPPOSITE SS SURFACE SPALL WWF WELDED WIRE FABRIC [ +X' -X "] SPOT ELEVATION 0 CENTER LINE ELEV ELEVATION LG LONG PJF PREMOLDED JOINT FILLER T &B TOP AND BOTTOM DN SLOPE DIRECTION TC CLR CLEAR EOS EDGE OF SLAB fl? PLATE TOC TOP OF CONCRETE COLUMN STARTED LF LINEAR FEET OF 2 SHEETS DEPRESSED SLAB CMU CONCRETE MASONRY UNIT EQ EQUAL PLF POUNDS PER LINEAR FOOT TOF TOP OF FOOTING T1 COLUMN TERMINATED LLH LONG LEG HORIZONTAL - I z lo _ _F _ F_ NC. LINTEL I I o - N -i kn O SEE SCH�DULE r ` – — — _ -_ _ CONCRETE WINDOW LINTEL SCHEDULE ° N — — — TF — OPENING WIDTH SIZE REBAR . UP TO 6' -0" 8x8 1 #5 T.& B. w OPrhiNG WIDTH 1 V - I 6' - 1" TO 8' - 0" 8x8 2 #5 T.& B. -- -- — 8' - 1 " TO 10' -0" 8x8 2 #6 T.& B. M � N U # 5 @40" O/C IN 3000 I I REBAR I I N kn P kn SI GROUT FILLED FC/ TIE CO UMN CELLS (TYP) EXISTING COLUMNS' W3 O TO REMAIN V.I.F., kn 00 I I I I ROOF TB REINF. SEE BEAM SCHEDULE cn W U - EXISTING COLUMNS TO REMAIN V.I.F. - ,* I I STANDARD HOOK ADD #3 @ 8" c /c. } - uj PROVIDE VERT. REINF U EACH SIDE ACCORDING I I ��� I TOP OF TB z TO DETAIL SEE PLANS W z z 4 11 VERIFY WITH ARCH. _ _ DRAWINGS ADD 2 #5 4.. CONC. SLAB REINF W/ BOTT. � _.. _ .. .. • •, I I W I I �� 6x6- W1.4xW1.4 WWF co -'' CONC. WINDOW SILL p wi EXTEND 6 fNTO q OVER EXISTING CONC. SEE SCHEDULE �n I I BLOCK WALL WALL EACH END. N SLAB ON GRADE. I I Q O I I WINDOW OR DOOR OPENING SEA 0 P. FLOOR SLAB z y 7/7 � �a " 24 TYPICAL CONC. HEADDER DETAIL oa R. LINTEL AND SILL DETAIL w f. 4 IN SCALE: 3/4 " =1' -0" ABOVE WINDOW/DOOR O P E N I NGS . SCALE: N.T.S. 16' -0" 00 co Wu 3 #5 F.C. AT C ORNER 145 FOR ZERO TO T -11" r w 2 #5 FOR 4'-0" TO 4' -11" Q ° a 2 #6 FOR 5' 0" TO 5' -6" � a FO UNDATIO N P LA N w 2 - '; AT MASONRY JAMB. 00 ° SCALE: 114" = V -0" Z HORIZONTAL REINFORCING MUST .. or FULLY OVERLAP AT •' O CORNER �'' M ° z A 0 co W 0z o CORNER FILLED v MASONRY WALL OPENING; AND END O o `� �� N CELLS DETAIL W SCALE: 314 " = 1' -0 "' W V a {.,......_ SCALE: 314 " = V -0" ® O o 7 _ cn � z u t .... O F+ O Q ° CN a, Lo 0 CJ FLOOR SUPERIMPOSED LOADS: DL = 30 P.S.F. _ LL = 40 P.S.F. _. _ a REV. DATE: BY: EXIST. WINDOW -DOOR # DESIGN CRITERIA OPENING ASCE 7 -02 V = 146 M.P.H. CATEGORY II BOTTOM OF EXIST. BEAM EXPOSURE C DRILL 314" HOLES x4\" DEEP AND FILL WITH EPDXY PASTE TYPICAL EACH BAR. DRAWN BY: 9 GAGE JOINT REINF., 145 DOWEL x3' -0" LONG j; TRUSS TYPE AT EVERY NOTES: LEGEND: - _ = -- SECOND COURSE. C•p _ 1. FOR GENERAL NOTES, REFER TO SHEET S -01. 1 #5 IN BLOCK CELL FILLED GHEGKED BY: DENOTES OUTLINE OF EXISTING FOOTING _ EXIST BLOCK 2. FOR TYPICAL DETAILS, REFER TO SHEET S -1.0. - - -- WITH 3000 PSI PUMP MI LEAVE ONE FACE OF BLOCK S: WALL TO REMAIN,/ M , I, —� �� -- _ -- 3. CENTERLINE OF COLUMNS AND /OR WALL SHALL COINCIDE WITH THE CENTERLINE OF BEAMS AND /OR F OUNDATIONS BELOW. ____- __- .-- __...._._ ....______.._.._.._.__ DENOTES OUTLINE OF EXISTING WALL OPEN. 22 GAGE CORRUGATE DATE: DOVETAIL ANCHORS 4. CENTERLINE OF BEARING WALL OR COLUMN BELOW IS CENTER LINE OF WALL OR COLUMN THIS LEVEL UNLESS OTHERWISE NOTED. L�- NEW FOOTING, SEE SCHEDULE FOR REINFORCEMENT EVERY SECOND COURSE 04/2-5/08 5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 1 45 DOWEL x3' -0" LONG DENOTES 1 45 VERTICAL IN BLOCK CELL FILLED WITH CONNECT EACH ANCHOR JOB No. 6. FOR EXACT LOCATION OF ANY OPENING AND /OR EQUIPMENT, COORDINATE WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. TOP OF EXISTING FTG. TO EXISTING WALL WITH {2) 3/16" x 2" TAPCONS O8 °O28 7. FOR NON LOAD BEARING MASONRY WALLS AND /OR PARTITIONS, REFER TO ARCHITECTURAL DRAWINGS. CONC. GROUT, TYPICALLY WHERE SHOWN. 8. FLOOR CONSISTS OF A(N) NEW 4" CONC. SLAB ON GRADE OVER EXISTING 4" CONCRETE SLAB ON GRADE U.O.N. NOTE: THE EPDXY PASTE RAGE: MUST BE FOR OVERHEAD USE DETAIL rA S� 100 SCALE: 3/4 "'= V -0" OF 2 SHEETS I I - �'�ro'�`�'.� ---- _.�. -•.. .. .�_— — -mac- -. - "`."," -�'� _- `—^^ °..- ��:e� -.';,y,.�€i'.w:.. ,r x. -- _+�t�^-_ . +'--T C ` _ C bt'A• :�'_ MIAMI APPROVER :. f: ZGNiN ; 4 STRUC UFL ELECTRICAL. ' R. PLUMBING E / py MCCHANIC.AL � fi t BLDG, SUBJECT TO STATE AND CO F:tf�'tL,ATi:_,JS ! &JUST ol JOB A T k ul Im oil INS s