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CONSULTING ENGINEERS (305)823 -3938 4?�2AWING NUMBER 7850 NW 146 STREET, SUITE 509 • MIAMI LAKES, FL 33016 SF+-` II -'' REVISIONS BY FREDERICK RESIDENCE } PERMIT REVISION 500 N.E. 90TH STREET 9 -3 -02 MIAMI SHORES, FLORIDA PERMIT REVISION ®12 -10 -03 PERMIT REVISION EXISTING USE: RESIDENTIAL 1 ST FLOOR 188 S.F. ® 1 -20 -05 GENERAL NOTES (CONDITIONED) 2ND FLOOR 1,224 S.F. I N36' ROO 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: TOTAL 1,412 S.F. BELO A.THESE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR 14 6 5 '- " '- " SPECIFICATIONS ). B.SOUTH FLORIDA BUILDING CODE. LATEST EDITION. (UNCONDITIONED) GARAGE 390 S.F. CALL APPLICABLE STATE AND LOCAL CODES ORDINANCES AND (UNCONDITIONED) PATIO 807 S.F. REGULATIONS. D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE UNDERWRITERS oq PROPOSED USE: RESIDENTIAL 1 ST FLOOR 995 S.F. (184 S.F. NEW ADDITION) w 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE (CONDITIONED) 2ND FLOOR 1,224 S.F. THE RESPONSIBILITY OF THE SUB - CONTRACTOR. NOTED DIMENSIONS ARE O PRECEDENT OVER SCALE. I I TOTAL 2,219 S.F. 12 -10 -03 I +� E X I ST_ 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE (UNCONDITIONED) GARAGE 390 S.F. COMMENT # ® BATH a to JOB UNLESS OTHERWISE NOTED OR SHOWN. to I 1 I a w � m WJI O �L- 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE I I EXISTING 101 2 a ® I �-� ''n r ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A BEDROOM 2� _o ° z ' DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT T O THE ARCHITECT I ® Fl 01 VING I w 0) � °- FOR PROPER ADJUSTMENT Q ,c z 3 To BEFORE PROCEEDING WITH THE WORK. I ® Y GROSS LOT AREA: 8,883 S.F. I a n 5. ALL CONDITIONS AND ALL APLICABLE REQUIREMENTS OF THE DATA EXISTING PROPOSED I © - - - BEDROOM CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALL SECTIONS OF THE SPECIFICATIONS. /, I r 101 EAST SETBACK 8 0 EXISTING - - - - - - - - - - - - 3 =. CN 6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE SOUTH SETBACK 58 EXISTING � I 1 „ S 2 CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS THEN THEIR NORTH SETBACK 25 0 EXISTING 4 CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS � �, s -2 - THAT AR SHOWN. WEST SETBACK 8 EXISTING I _ - - _ _ _ _ _ _ _ _ _r E CLOSETI 7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED BUILDING HEIGHT ROOF 20 -0 EXISTING AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF I LOSET I I 107 SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY 107 I L_ BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED I I BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR L EGA L_ DESCRIPTION 5 fln z � AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK I s -2 Z. CAUSED BY HIS OPERATION. I I S _ „ 8. DISCREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELFWITH THE BLOCK K EL PORTAL SEC. #4 8 ® 12 -10 -03 I PROJECT THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS, I I NEW P FR 0 F COMMENT #7 © I SO AS TO THROUGHLY UNDERSTAND THE WORK. ANY AND ALL I MASTER ROOM DISCREPENCIES AND OMMISSIONS SHALL BE REPORTED TO THE ARCHITECT NEW ® 2 N D F L 0 0 PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY SCO O F" WO RK ® 106 M STER® I i OF THE CONTRACTOR TO INSURE THAT DISCREPENCIES AND OMMISSIONS I S ATHQ ARE REPORTED AND CLARIFICATION OBTAINED. r - " U 1. NEW KITCHEN LOCATION I 108 ( SCALE 1 /4- " - 1 ' - O w ,/ 9. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE 2. NEW INTERIOR STAIRS i Ir WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE 3. NEW MASTER BEDROOM 7- I ry- AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION, I Ld COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR ® ® V SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL I I e COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE - - - - - - - - - _ NEW LINEN I � CONTRACTOR. BALGrONY CABINET 10. OMMISIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE EXIST. 4' - CHAIN LINK CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR TO REMAIN CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR 9 O CONDITIONS THAT ARE SHOWN OR NOTED. 31-4" -4 " - NEW 14' -0" 8 -9 -02 HT. WALL 11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL. I BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT , „ O PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 3b -0 MIN. 5' '_SETBACK FROM - ,� - s _ - - - -..k '� (�1 ), n ,f f u �f c 12. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN PROPERTY LINE EXSI SEPTIC f ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS FOR DRAIN FIELD TANK DRAIN IELD 7 -25 -0 TO BE EMOVED. NEW J 13. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. TANK & FIELD I� THE I SAME LOCATION 14. THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES OR OPENING E IS DRAIN FIEL I TRUE AND OF THE PROPER SIZE OF HIS OWN WORK, OR CUT SAME IN MIN. 5 0 SETBA K NEW EXISTING WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS FROM PROPERTY LINE E . +11.3' NGV 7- 5 - ; ---- ITCHEN ADDITION OWN WORK OR OTHER CONTRACTORS WORK, CONSULTING WITH OTHER FOR DRAIN FIEL ., i ow 1 4 S.F. O O A 0 CONTRACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF L____ 12- 10 - - -03 W I �I ELEV. +11.5 NGVD �- Ln SAME . IN CASE OF HIS FAILURE TO LEAVE OR CUT SAME IN THE PROPER 7 25 -02 NEW 3 -0 X5 0 RELOCATED W O ZONING PLACE, HE SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO SINK ND0W O O COMMENT #2 EXCESSIVE CUTTING SHALL BE PERMITTED NOR SHALL ANY STRUCTURAL Q Q EXIST SEPTIC TANK © O MEMBERS BE CUT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR = ELEV. +11.3' NGVD 104 SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION OF ALL WORK OF NEW 3 X A- RELOCATED SEPTIC ANK I 4 ' HIS TRADES PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE 'o NEW K TCHEN W�H © 41, �,: WEST SETBACK WORK OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER 1ST FL OR El SEPARATE CONTRACT BY THE OWNER 7 - - Q W ® 10 NEW 1 ' -0" SI E 15. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS 9 11 Z SETBA K MM N# W H 0 WORKMAN -LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE CROWN F ROAD w l 188 S.F. EXIST. ELECT. APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR EXISTING PANEL SHALL CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY ELEV. +10.32 G EXIST. RE I EN E CROWN OF ROAD UTILITY ROOM DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL ELEV EXIST.WAT R D METER ELEV. +10.43' NGVD . +1 ® Q E IS GARAGE 5' G -I ELEV. +11.5' NGVD E W NEW ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL DINING WINDOW GLASS AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER ELEV. 1 55 EXIST. ST IR ANDI 104 RE ACCEPTABLE TO THE OWNER. SIDEWALK TO BE REMOVED 106 • • - 103 r� 16. THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS �. -. 0 0 ACCEPTABLE TO THE OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM ~'•�:: w l NEW 3' -0 WIDE RELOCATED O FOR A PERIOD OF NO LESS THAN (1) ONE YEAR AFTER DATE OF EW " `+ SIDEWALK EXIST. AC ACCEPTANCE OF WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR p ,_ p » WI �'.�; � COMPRESSOR NEW 2 k4 ^I ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE '' NEW 3' - WIDE NEW POWDER A/C I I� Q REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE DRIVEWAY ROOM S - 2 -i PLANTER I © I �" �, 0 OWNER. NEW CLOSET I Q Q NEW 17. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT 2' -0" FLARE `= ' -4" = 12- 10 -03® I UNDER STAIRS (� ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIONS AT DRIVEWAY •- - ZONING 8 9_02 L- <2 AND SPECIFICATIONS. .'� :•...,� _ COMMENT # I Q (A fy .+..�• 102 � ® � 18. SHOP DRWINGS AND SAMPLES FOR ITEMS DESIGNATED BY THE MAX. NEW SIDEWALK NEW BLOCK UP Z ARCHITECT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. 24' -0" WIDE W /6" CONC. SLAB NEW 4 HT LIVING _ MIDDLE DRIV CUT C OWN OF ROAD DECORATIVE EXISTING AREA SECTION Q - LL 19. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL - LEV. +10.48' N VD WALL GARAGE ELEV. +11.5' NGVD Z I- r4 EXCLUDING ALL FINAL PUNCH LIS ITEMS N.E. 90TH ST OF THE WORK ARE COMPLETED E �I REGARDLESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELLING. - - 101 * ®1 S 20. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN 5 20 05 COSIDERATION UNLESS THEY ARE IN WRITING AND SIGNED BY THE S -2 ARCHITECT, THE CONTRACTOR AND THE OWNER. NEW A.0 NEW STAIRS N - - 0 COMPRESSOR ® UP TO 2ND 21. THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTIO 12 -10 -03 FLOOR NEW COMMENT # DRAWN ® WINDOW I OF BUILDINGS" OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT S�TE P A -201, LATEST EDITION, ARE HEREBY MADE PART OF CONTRACT ® 0 ,, 11.5' N.G.V.D. M.M. DOCUMENTS, THESE GENERAL NOTES, SPECIFICATIONS AND CONTRACT O 4 I CHECKED BETWEEN THE OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER 9_3_02 S -2 M.A.C. THE " GENERAL CONDITIONS" IN THE EVENT OF A CONFLICT. S 2 DATE �� ® � F SCALE. 1 2® 0 0 S E D 2 -20 -02 22. AIR CONDITIONING AND VENTILATION PERMIT BY MECHANICAL O SCAL CONTRATOR. 3 ;.; AS SHOWN w 1 ST F Lo JOB NO. 02 SHEET NEW NEW ENTRY SCALE: 1 /'' 99 1 9 1110 DOOR A 1 1 OF 3 SHEETS r I SivUflt 1tR33tt� "k 1 " Y} Pt 3' . R Ar ? t t Do q Iv 1 H O -H3313 ' of i W407 3IV �9 � GlA08e , M UM S.ACH Jj4VJtiq - _ I i n� C J C OC Ja `_ REVISIONS BY FREDERICK RESIDENCE PERMIT REVISION ,1 9-3-02 500 N.E. 90TH STREET PERMIT REVISION MIAMI SHORES, FLORIDA ®12 -10 -03 r t EXISTING USE: RESIDENTIAL 1 ST FLOOR 188 S.F. GENERAL NOTES: (CONDITIONED) 2ND FLOOR 1,224 S.F. ol Z 1 �Q. FT. (MIN) B A 36' R00 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: TOTAL 1 ( 412 S.F. BELOIW 7f 5 6 !f , A.THESE GENERAL NOTES UNLESS OTHERWISE NOTED IN PLANS OR ! - f! ! - !! 6 ! !! SPECIFICATIONS) (UNCONDITIONED) GARAGE 390 S.F. B.SOUTH FLORIDA BUILDING CODE. LATEST EDITION. _ CALL APPLICABLE STATE AND LOCAL CODES ORDINANCES AND (UNCONDITIONED) PATIO 807 S.F. - - - - - - - - - - - - - - - - - - - - - REGULATIONS. I D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE UNDERWRITERS PROPOSED USE: RESIDENTIAL 1ST FLOOR 995 S.F. (184 S.F. NEW ADDITION) ^ cq 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE (CONDITIONED) 2ND FLOOR 1,224 S .F. I O THE RESPONSIBILITY OF THE SUB - CONTRACTOR. NOTED DIMENSIONS ARE PRECEDENT OVER SCALE. TOTAL 2,219 S.F. O 12-10-03 EXIST. COMMENT # I BATH I I _ 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE (UNCONDITIONED) GARAGE 390 S.F. ® a JOB UNLESS OTHERWISE NOTED OR SHOWN. I 101 I J C I a W J jY Co 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE I EXISTING ® I ^ m" 4 ,o vi r., ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A BEDROOM 2 �� o ° z 4 " DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT 101 S -2 I dQ¢w -oo FOR PROPER ADJUSTMENT ® Z BEFORE PROCEEDING WITH THE WORK. GROSS LOT AREA: 8,883 S.F I I a S.F. I E ISTING M�� Lo 5. ALL CONDITIONS AND ALL APLICABLE REQUIREMENTS OF THE DATA EXISTING PROPOSED I © -- - BEDROOM CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALL k SECTIONS OF THE SPECIFICATIONS. � ( r(D 3 101 ( EAST SETBACK 8 -0 EXISTING ^ ------ - - - - -- O I 6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE SOUTH SETBACK 58' -0" EXISTING I S CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR NORTH SETBACK 25' - EXISTING B CONSTRUCTION SHALL BE WEST SETBACK 8 - s2 � OF THE CHARACTER AS FOR SIMILAR CONDITIONS EXISTING --- -- - - - - -- _ I THAT ARE SHOWN. ==V - Q T I CLOSET 7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED BUILDING HEIGHT ROOF 20 -0 EXISTING I I 107 AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF I I ^ I I LOSET SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY F l - 07 1 I I L - - - - - J BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED I 5 BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR LEGAL DESCRIPTION AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. I OSED S- 8. DISCREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELFWITH THE BLOCK K EL PORTAL SEC. #4 ® I ^ I I ® 103 I u PROJECT THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS, NEW 2 - 10 - # 7 u SO AS TO THROUGHLY UNDERSTAND THE WORK. ANY AND ALL MASTER ROOM COMMENT DISCREPENCIES AND OMMISSIONS SHALL BE REPORTED TO THE ARCHITECT I N E W ® 2 ND ® FL O R PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY 106 M STER� I ^I OF THE CONTRACTOR TO INSURE THAT DISCREPENCIES AND OMMISSIONS I ® ATH ARE REPORTED AND CLARIFICATION OBTAINED. ( SCALE: / 4 " = 1 ' - O " L� 9. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE S C OP E O W ORK 108 WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE v I AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION, l. NEW KITCHEN LOCATION Femmit.w 0 � - 2 -7 S; �a L d � O COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY 2. NEW INTERIOR STAIRS ; ?ate: o ) I ( p iekt4a DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR 3. NEW MASTER BEDROOM Miar� (0 - 0 4 DadgC ty �'°� ® ® V) _J Inc r COSTS CLAIMS SUITS, SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL �� I S AND JUDGEMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE " G AL. (MIN) - NEW LINEN ( '� �" CONTRACTOR SEPTIC TANK I3RAINFI�. -- - - - - -- - CABINET Li Ld O N Y FLIa 10. OMMISIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR ,, - Y 2 L CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR EXIST. 4' -0" CHAIN LINK INSTALL OF sl��xzx -Tzi✓ ! LllliflTED BOIL ' 17 '- - - 0 u CONDITIONS THAT ARE SHOWN OR NOTED. UNDER E TiO'l4crltF.rIIl G 4 " 3 ! 8 u 3 ! -4 n 10 ! NEViI 4' -0" TO REMAIN ,�T.t�,aTf,� ,,�r_ g ��C� n �� . H T. WALL n:� MEMBERS SHALL BOTTOM C{ � 11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL BE OMITTED NOTCHED CUT, BLOCKED OUT, OR RELOCATED WITHOUT 8 -9 -02 grRRElL r �' .r �s .. 36' - I� 'f - - -- - O PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 5 - ♦r�vi.i ljVly... ✓ri. yl� .� ...- ! n - 0 f! a ! O ,! !! ! f! ! !! NN - 12 t ALL _MA. ERIALS- USED SHALL BE NEW AND DELIVERED TO THE JOB IN . - 1 0_ Ld ORIGINAL S ALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. MIN. 5' SETBACK FROM .1 11 TF PROPERTY LINE � EXSIST. SEPTIC 3 0 ®. ...- 13. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. FOR DRAIN FIELD TANK & DRAIN IELD f .. - 7 -25 -0 TO BE R MOVED NEW I 14. THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES OR OPENING TANK & FIELD I THE E W ( i TRUE AND OF THE PROPER SIZE OF HIS OWN WORK, OR CUT SAME IN SAME LOCATION O EXISTING WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS ; -- -- KITCHEN ADD I TI O OWN WORK OR OTHER CONTRACTORS WORK, CONSULTING WITH OTHER MIN. 5' -0" SETBA K E 1S . DRAIN FIELD i I Dw 1 4 S.F. O O ® O CONTRACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF FROM PROPERTY INE E . +11.3' NGV 7- 5 -02 ^I = - - -- ELEV. +11.5' NGVD 12 SAME IN CASE OF HIS FAILURE TO LEAVE OR CUT SAME IN THE PROPER I RELOCATED W o 00= ZONING In P LACE, HE SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO FoR DRAIN FIEL SINK NDOW COMMENT # EXCESSIVE CUTTING SHALL BE PERMITTED NOR SHALL ANY STRUCTURAL W NEW 3 - "X5' 0" O 104 RELOCATED MEMBERS BE CUT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR / - 25 - 0 SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION OF ALL WORK OF ��/ ( Q EXIST. SEPTIC TANK 1 �f HIS TRADES PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE NEW 3'X I ELEV. +11.3' GVD W/H © WEST SETBACK WORK OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER SEPTIC ANK 4 1O SEPARATE CONTRACT BY THE OWNER. NEW K TCHEN ° 1 ST FL OR _ _ W H 15. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS 7 25 -02 ®12 10 03 / a WORKMAN -LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE � W NEW 1 -0 SIDE ZONING 188 S.F. EXIST. ELECT. PANEL APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR / Q f n !_10 z SETBA K OMMENT # 2 EXISTING A SHALL CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY UTILITY ROOM =' DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL ROWN F ROAD EXIST. RE I EN E ^ I ® ELEV. +11.5' NGVD T E W NEW Iy K ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL ELEV. +11.55 G DINING WINDOW GLASS AND HARDWARE SHALL BE THR�OUGHLY CLEANED IN A MANNER ELEV. +10.32' V ^ I EXIST.WAT R CROWN OF ROAD 104 RE ^ ACCEPTABLE TO THE OWNER. E IS GARAGE METER ELEV. +10.43 NGVD I 16. THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS ELEV. 1 .55 ® 106 NGVD O 103 t o z ACCEPTABLE TO THE OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM RELOCATED FOR A PERIOD OF NO LESS THAN 1 ONE YEAR AFTER DATE OF EXIST. AC T ® Z 2 R NEW ACCEPTANCE OF WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR � ^ COMPRESSOR ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE NEW NEW POWDER !- 1 REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE SIDEWALL ROOM S -2 I -� OWNER. \ @ GRADE / © x PLANTER OX NEW CLOSET I Q � Q 17. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT I UNDER STAIRS �- 0 ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIO S 12 -10 -03 _ �- AND SPECIFICATIONS. ZONING 8 -02 I ^I Q (n COMMENT #4 ( 1 0 2 NEW BLOCK UP LI LIVING G Z 18. SHOP DRWINGS AND SAMPLES FOR ITEMS DESIGNATED BY THE NEW 4' HT ARCHITECT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. MIDDLE ® ® j DECORATIVE EXISTING AREA SECTION (� LL 19. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL P SES WALL ELEV. +11.5' NGVD 1 GARAGE F- OF THE WORK ARE COMPLETED EXCLUDING ALL FINAL PUNCH LIS ITEMS, CROWN OF ROAD I '" Q \ REGARDLESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELL G. _ _ _ _ ^ N.E. 90TH ST. ELEV. +10.48' NGVD 101 20. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN 5 COSIDERATION UNLESS THEY ARE IN WRITING AND SIGNED BY THE N o ARCHITECT, THE CONTRACTOR AND THE OWNER. ® s_2 NEW STAIRS NEW AC ® UP TO 2ND 21. "THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTIO COMPRESSOR 12 -10 -03 FLOOR NEW OF BUILDINGS" OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT COMMENT #7 ^ ® WINDOW I DRAW A -201, LATEST EDITION, ARE HEREBY MADE PART OF CONTRACT SOT P L A N ® 11.5' N.G.V.D. M.M. DOCUMENTS, THESE GENERAL NOTES, SPECIFICATIONS AND CONTRACT 0 4 I CHECKED BETWEEN THE OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER 9 - - S-2 M.A.C. THE "GENERAL CONDITIONS" IN THE EVENT OF A CONFLICT. » °2® S - O -2 P P DATE SCALE. 1 P 2 R 0 0 S E � SCALE 22. AIR CONDITIONING AND VENTILATION PERMIT BY MECHANICAL SCALE CONTRATOR. 3 As SHOWN .,r 1 ST F R JOB NO. 02 i NEW ENTRY SCALE: SHEET Do 0 DOOR A 1 NEW COLUMNS OF 3 SHEETS i j i I I { t i i I I { i i I i I i I i I M i omv rOVE�J BY DA T1 ZONING r T1� M STRUCTU t I Permit no. t tZCiif" Date:(_ D p miarzi D aeie PLJP RlNr. MECHAN BLDG i1At4 vvi , Li ,EVER ✓•L STATE i? A RAES A1 Rte i a T) . t s i r . t j E REVISIONS BY PERMIT REVISION t FREDERICK RESIDENCE 9 -3 - 02 500 N.E. 90TH STREET PERMIT REVISION ®� 2 -�0 -03 MIAMI SHORES, FLORIDA k I, F j f f EXISTING USE: RESIDENTIAL 1 ST FLOOR 188 S.F. GENERAL NOTES (CONDITIONED) 2ND FLOOR 1,224 S.F. ROOF� t FOLLOWING: TOTAL 1412 SF14 1-339 BELOW 1. WORK PERFORMED SHALL COMPLY WITH THE F , S. F. - t M: A.THESE GENERAL NOTES UNLESS OTHERWISE NOTED IN PLANS OR (UNCONDITIONED) GARAGE 390 S.F. SPECIFICATIONS). _--- - - - - -- - - - -- - - - - -- B.SOUTH FLORIDA BUILDING CODE. LATEST EDITION. (UNCONDITIONED) PATIO 807 S.F. CALL APPLICABLE STATE AND LOCAL CODES ORDINANCES AND r REGULATIONS. D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE I Oq i UNDERWRITERS PROPOSED USE: RESIDENTIAL 1 ST FLOOR 995 S.F. (184 S.F. NEW ADDITION) 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE (CONDITIONED) 2ND FLOOR 1,224 S.F. O THE RESPONSIBILITY OF THE SUB -CONTRACTOR. ONTRACTOR. NOTED DIMENSIONS ARE I = TOTAL 2,219 S.F. I ` PRECEDENT OVER SCALE 12 -10 -03 I Q EXIST. COMMENT # UNCONDITIONED GARAGE 390 S.F. 2 BATH ® a GEN ERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE (UNCONDITIONED) 3. THE GEN I O x_ � � r JOB UNLESS OTHERWISE NOTED OR SHOWN. 1 I - �- LO ^I EXISTING 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE I BEDROOM 2 �� oz 0 ® N a " ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A U � � �' DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT I 101 S -Z aQaw�� FOR PROPER ADJUSTMENT ® I 1 Y Z a r B EFORE PROCEEDING WITH THE WORK GROSS LOT AREA: 8,883 S.F. I K a N E !STING Ln z 5. ALL CONDITIONS AND ALL APLICABLE REQUIREMENTS OF THE DATA EXISTING PROPOSED I © -- - BEDROOM CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALL 10 101 I ' SECTIONS OF THE SPECIFICATIONS. 3 - -- EAST SETBACK 8' -0" EXISTING ------ - - - O I 1 1 ry THAT CERTAIN FEATURES OF THE SOUTH SETBACK 58' -0" EXISTING I 4 S -2 6. OMISSIONS: IN THE EVENT H 4 K CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR NORTH SETBACK 25' - EXISTING CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS WEST SETBACK 8' -10" EXISTING ` © 1 I I I THAT ARE S HOWN. I O I CLOSET j. BUILDING HEIGHT ROOF 20' - EXISTING 7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PR OPERLY PROTECTED I 107 I I ° I AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF I LO'SET I I �. t r f SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY 107 �- - - - - - J I t f UIRED I 5 BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MA Y BE RE Q BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR L EGAL DESCRIPTION I s -2 AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK - 1 CAUSED BY HIS OPERATION. BLOCK I F „ K „ EL PORTAL SEC # 4 s OPPOSED t R SHALL FAMILIARIZE HIMSELFWITH THE 12 -10 -03 8. DISCREPENCIES: THE CONTRACTOR I w l I ® NEW Q E k PROJECT THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS COMMENT # MASTER ROOM SO AS TO THROUGHLY UNDERSTAN D THE WORK. ANY AND ALL NEW I F L O O 2 N D u MISSIONS SHALL BE REPORTED TO THE ARCHITECT I 106 DISCREPENCIES AND OM MISSIONS OF ANY WORK. IT IS THE RESPONSIBILITY M STER® PRIOR TO THE COMMENCE I OF THE CONTRACTOR TO INSURE SCALE: 1 /�- 1 -O THAT DISCREPENCIES AND OMMISSIONS Q ATH© ARE REPORTED AND CLARIFICATION OBTAINED. I 108 I " = ' ' � o 9. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE C ®F W OR K I WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE Ld AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION, 1. NEW KITCHEN LOCATION i COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY 2. NEW INTERIOR STAIRS Q E 4: I_ DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR 3. NEW MASTER BEDROOM I LL SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL I COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND EN PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE - - - - - - - - - CABINET CONTRACTOR. B A L Gr O N Y v 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 EXIST. 4' -0" CHAIN LINK "L 17' - 3 -8 I, 3 - I,I, 10 -0 I8 HT. 4 WA CONDITIONS TH AT ARE SHOWN OR NOTED. TO REMAIN � _-- HT. 11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL 8 -9 -02 BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR APPROVAL 6' -0" F g AL BY THE ARCHITECT AND STRUCTURAL ENGINEER. _ o 12. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. MIN. 5 ' SE TBACK FROM 3 PROPERTY LINE. - EXSIST. SEPTIC ® ® _ CQ 13. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. FOR DRAIN FIELD / TANK & DRAIN IELD -25-0 TO BE R MOVED NEW 7 TANK & FIELD I THE NEW I ' W 14. THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES OR OPENING TRUE AND OF THE PROPER SIZE OF HIS OWN WORK, OR CUT SAME IN SAME LOCATION r - - -- ITCHEN ADDITION EXISTING WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS E IS . DRAIN FIELD I O O K. WORK OR OTHER CONTRACTORS WORK, CONSULTING WITH OTHER SETBA K i DI N 1 4 S.F MIN. 5 -0 . OWN WO L LL_ t ' ' 7- 5 -02 � - - -- ELEV. +11.5' NGVD 12 -10 -03 F e f; CONTRACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF FROM PROPERTY INE E +11.3 NGV I RELOCATED W ° Q ZONING � f ❑ SAME . IN CASE OF HIS FAILURE TO LEAVE OR CUT SAME IN THE P ROPER FOR DRAIN FIEL SINK NDOVI COMMENT # PLACE, HE SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO 104 EXCESSIVE CUTTING SH NEW SHALL ANY STRUCTURAL W - © O f ALL BE PERMITTED NOR W 3 0 "X5' 0" Q MEMBERS BE CUT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR -25 -0 RELOCA SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION OF ALL WORK OF lV I EXIST. SEPTIC TANK +� HIS TRADES PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE NEW 3 X I ELEV. +11.3' NGVD W H WEST SETBACK +y ..ti WORK OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER O 10 01 cq t ` SEPTIC ANK • ° ' SE PARATE CONTRACT BY THE OWNER. NEW KITCHEN A 1ST FL OR 12 - 10 - 03 W/H 15. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS 7 25 -02 NEW 1 ' -0" SIDE EXIST. ELECT. WORKMAN -LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE W (aTBT ZONING 1 88 S.F. PANEL COMMENT # EXISTING APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR Q '- ' '- " Z UTILITY ROOM 6 SHALL CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY XIST. RESIDENCE ® E W WINDOW NEW 1 t DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL ROWN F ROAD E ' ELEV. +11 NGVD ELEV. +1 .55' G DINING ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL CROWN OF ROAD 104 R E GLASS AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER ELEV. +10.32 V � I EXIST.WAT R O I Q ° E IS GARAG METER ELEV. +10.43 NGVD e e so ®•® ACCEPTABLE TO THE OWNER. ® 106 103 � � ®se °es WRITING IN A FORM AS ELEV. 1 .55 NGVD I - ` 16. THE CONTRACTOR SHALL GUARANTEE IN ... v RELOCATED E v ER ALL LABOR AND MATERIAL INSTALLED BY HIM O ACCEPTABLE T 0 THE OWN � � ®® 4, ° . AC w G: �� r NO LESS THAN 1 ) ONE YEAR AFTER DATE OF NEW I Z FOR A PERIOD OF ( ®® J. COMPRESSOR OF WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR NEW POWDER A/C 4 • ACCEPTANCE NEW I S -Z ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE \ �. ROOM ti REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE SIDEWALL e � @GRADE / I I Q � OWNER. �-- PLANTER OX i NEW CLOSET I � U e I 12 -10 -03 UNDER STAIRS 2 17. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT - 4, � ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIO S 8- -02 I ^I ZONING I 102 � CO_MMF�r # NEW BLOCK UP ® z AND SPECIFICATIONS. MIDDLE O A 18. SHOP DRWINGS AND SAMPLES FOR ITEMS DESIGNATED BY THE �� NEW 4' HT LIVING _ AREA SECTION ARCHITECT SHALL BE SUBMITTED TO TH E ARCHITECT FOR APPROVAL. �� DECORATIVE EXISTING WALL ELEV. +11.5 NGVD Ll GARAGE 19. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL P SES �� Z 7.�� 1 Q OF THE WORK ARE COMPLETED EXCLUDING ALL FINAL PUNCH LIS ITEMS, CROWN OF ROAD ^I A W _ 101 "4 Z (� U REGARDLESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELL! G. - - - ELEV. +10.48' N VD S - ® W 20. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN N.E. 9 O TH S T. COSIDERATION UNLESS THEY ARE IN WRITING AND SIGNED BY THE ® s -2 NEW STAIRS ARCHITECT, THE CONTRACTOR AND THE OWNER. NEW A.0 A UP TO 2ND COMPRESSOR 12 -10 -03 FLOOR NEW 21. "THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTIO COMMENT # DRAWN ® WINDOW I M.M. OF BUILDINGS" OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT P LAN 4 T EDITION ARE HEREBY MADE PART OF CONTRACT S ® J, 11.5' N. G. V.D. CHECKED Q I A -201, LATES M.A.C. DOCUMENTS, THESE , GENERAL NOTES SPECIFICATIONS AND CONTRACT 9 -3 -02 s -z BETWEEN THE OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER }, » » > UP DATE S -2 C S E , 2 -20 -02 THE GENERAL CONDITIONS IN THE EVENT OF A CONFLIC T. SCALE: 1 - Z O � � SCALE 1. 22. AIR CONDITIONIN =41 IF G AND VENTILATION PERMIT BY MECHANICAL w As SHOWN �,� 1 ST ` JOB NO. ` , t' CONTRATOR. ® ® ; � ; I F 02 SHEET . r 11 I. NEW ENTRY SCALE: 1 O ```��� `= DOOR 1 NEW COLUMNS N36' T OF 3 SHEETS Ln • • • CPFR REVISIONS BY Ej ® -' • •6' C V p� - 6 - m • • OWNER SUBMISSION - 3 -1 -02 - GENERAL NOTES: ROOF -- BELOW 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING FREDERICK RESIDENCE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR MIAMI SHORES, FLORIDA 36' SPECIFICATIONS). B.SOUTH FLORIDA BUILDING CODE. LATEST EDITION. EXISTING USE: RESIDENTIAL 1ST FLOOR 834 S.F. — — — — '� � — — C.ALL APPLICABLE STATE AND LOCAL CODES ORDINANCES AND (CONDITIONED) 2ND FLOOR 1, 224 S .F. REGULATIONS. + D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE TOTAL 2,058 S.F. I UNDERWRITERS 2. ON SITE VERIFICATION 0 1 _ FALL DIMENSIONS AND CONDITIONS SHALL BE ( UNCONDITIONED) GARAGE 390 S.F. O THE RESPONSIBILITY OF THE SUB - CONTRACTOR. NOTED DIMENSIONS ARE PRECEDENT OVER SCALE. � EXl ST. BATH a 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE GROSS LOT AREA: 8,883 S.F. �•� 101 � � a W� JOB UNLESS OTHERWISE NOTED OR SHOWN. 10 j DATA EXISTING PROPOSED I EXISTING I m u o w 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE 2 z� IN THE OPINION OF THE CONTRACTOR A BEDROOM � " � ALL DRAWINGS, WHEN I ° � 8 0 EXISTING �' DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT EAST SETBACK 101 FOR PROPER ADJUSTMENT SOUTH SETBACK 58' - 0 $$ EXISTING EEDING WITH THE WORK. NORTH SETBACK 25 EXISTING I I Y Q ' BEFORE PROC 1 N EXISTING ��� WEST SETBACK 8' -10" EXISTING -- - BEDROOM rQ 5. ALL CONDI AND ALL APLICABLE REQUIREMENTS OF THE © 10 101 CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALL SECTIONS OF THE SPECIFICATIONS. BUILDING HEIGHT ROOF 20' - 0" EXISTING _ _ _ _ _ _ _ _ _ _ _ _ 3 6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE d I S - 2 ., CONSTRUCTION ARE NOT FULLY SHOW N ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN. - - - -- © \/= 2Z Y, 0 DIN - - -- - j CLOSET i 7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED I i AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF CLOSET I 1 SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY 107 - - - - - -j BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR L_ E G A L_ DESCRIPTION I / / / / / / / / � AT HIS OWN COST ANY DAMAGES TOTHE PREMISES OR ADJACENT WORK -- S -2 CAUSED BY HIS OPERATION. i J I ; I 0 S T i [ E0 FED FE 8. DISCREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELFWITH THE BLOCK "K" EL PORTAL SEC. #4 NEW © I ED r `r'; PROJECT THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS, SO AS TO THROUGHLY UNDERSTAND THE WORK. ANY AND ALL - { MASTER ROOM A �I � II^ II)' \ D �-/ L O R I i 1 V DISCREPENCIES AND OMMISSIONS SHALL BE REPORTED TO THE ARCH I T,- � t M I 106 u PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY N 0 I THAT DISCREPENCIES AND OM © AS R 9' � _ �� MISSIONS H OF THE CONTRACTOR TO ENSURE pp"pp ARE REPORTED AND CLARIFICATION OBTAINED. S C OPE OF WO � ' 108 I SC ALE: � �- � ' � / �- 1 O lu»I '� SHALL FILE I I i 9. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR _ i WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE I C I I Lij AMOUNTS REQUESTED BY THE OWNER rOR WORKMENS COMPENSATIO,N s . NEB KI c:; h LccaTloN _NERAL L!AB4L '(, BC vi1 Y (N- ''j'.Y AND PROPERTY rte. N E V` ihi T r-�' I "F' S_i A -��_ COMPREHENSIVE G I DAM IT iS THE 1 1TcN,!()NS 0 'Ht � � c waHT THE �.� .r r �F- �,; � ! �T � � T r1: Lei I F 1_- F S.Iy ._� r _ SHALL IDEMNIFY TH OWNER A � H �E Are _ ' K � f _ COSTS, CLAIMS, SLITS, AN - F V 0 ENTS R PR0PERrt' D. ",,iiA�, _ AN' - � � - I; I � '- NEW LINEN � , PERSONAL INJURY, (INCLUDING DENTAL), ARISNIS OUT THE ` �C)k �`- TI - _ - __ - -_ _ -__ -- __ __ _ .. _ -___ ____ CABINET CONTRACTOR. ALGrONY OR. ! - ' i - 10. OMMSIONS: IN THE EVENT THAT CERTAIN FEATURL`j OF THE 0 CONSTRUC ARE NOT FULLY SI,OWN ON THE DRAWING S THEN THEIR _ _ I ICI CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR 17' -4" L 3' 8" L 3' -4" lw CONDITIONS THAT ARE SHOWN OR NOTED. `_ `� CW.Al (IQK_ N '� `" �z e< Li � i +, NEW 4, -0„ 11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL w HT. WALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT � I PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. NEW SEPTIC TANK f s n s » > { Ill & DRAIN FIELD � � 17 -0 n 7 -0 12. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN V) a � pp ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. pp' �`°� �`r � -d L_ u COARSE § -pt e. y SRS ''7 { —� 13. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. o ` �'` _' I�JI - 14. THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES OR OPENING 1RUE AND OF THE PROPER SIZE OF HIS OWN WORK OR CUT SAME IN �� �° �e - -- E ��� 1 �' °Cr1 7 Z-s d�" ITC E N N W EXISTING WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS PERf' vii• DER A ` u .= E ST 2 .a BED ate I 0 0 0 Al , L �� I T1 a i w OWN WORK OR OTHER CONTRACTORS WORK, CONSULTING WITH OTHER � o � . E La - ty15-n < _ ! g r- LL CONTRACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF�� E � p�,,,� (��ptrt � RELOCATED NEW _ ® 0 O SAME IN CASE OF HIS FAILURE TO LEAVE_ OR CUT SAME IN THE P R ,, �� SINK. WINDOW PLACE, HE SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO p�,,� © 4 EXCESSIVE CUTTING SHALL BE PERMITTED NOR SHALL ANY STRUCTURAL �� W o 104 MEMBERS BE CUT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR CT S ,-FT.6 � > I"j ��`"'c ` a6? I RELOCATED SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION OF ALL WORK OF SQ Q NEW KITCHEN HIS TRADES PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE 1 ST FLOOR �w /H —' ©::.. WORK OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER .n r _ I SEPARATE CONTRACT BY THE OWNER. ! O f L0 Z W H 15. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS �� / EXIST. ELECT. 36 WORKMAN - LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE Q� - UTILITY PANEL , W i APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR — z I i ROOM 0 -- SHALL CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED 13 "' 104 E W' DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL •� ' I �I ' D I NING N} ' "` S T.WATE< I I dB (!� RE iI uvll ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. AL \ _ GLASS AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER �� MLTER ACCEPTABLE TO THE OWNER. i Q 106 10� I 16. THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS RELOCATED o ® � 10 ACCEPTABLE TO THE OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM EXIST. AC 1 2 FOR A PERIOD OF NO LESS THAN (1) ONE YEAR AFTER DATE OF COMPRESSOR THE OWNER EXCEPT AS MODIFIED HEREIN OR S -2 NEW I ACCEPTANCE OF WORK BY NEW NEW POWDER A/C I '- -� SIDEWALL G ��L�� ROOM 0 ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE 1 �-� moo, REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE { NEW CLOSET OWNER. I I UNDER STAIRS 17. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT 4 °� / ` I I ` - ; R - h! �� I i I I E ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES RECf���E..�D,4? JNS z 0 AND SPECIFICATIONS. 1 8. SHOP DRWINGS AND SAMPLES FOR ITEMS DESIGNATED BY THE - DECORS VE r, i E W ! C� HITECT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. I N vV" L� ARC ( ,� �. ' EXISTING LIVING _ '` Z WALL �. _L I !_ . ETION SHALL BE ATTAINED WHEN ALL PHASES GA RAGE AREA - 19. SUBSTANTIAL COMPL - / ITEMS, r ! s %� 101 102 ° ±� - - '.`'`` O F THE WORK ARE COMPLETED EXCLUDING ALL FINAL PUNCH LI N.E. 90TH . � ., S 2 �T REGARDLESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELLING. I I / I O W O G i 20. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN I - N NEW STAIRS COSIDERATION UNLESS THEY ARE IN WRITING AND SIGNED BY THE NEW A.0 UP TO 2ND ARCHITECT, THE CONTRACTOR AND THE OWNER. COMPRESSOR ® FLOOR - - — WINDOW DRAWN N F..ik/ " CONSTRUCTIO M .M. � 21. " THE GENERAL CONDITIONS OF THE CONTRACT FOR THE OF BUILDINGS" OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT S�TE P CHECKED A -201, LATEST EDITION, ARE HEREBY MADE PART OF CONTRACT M. C. DOCUMENTS, THESE GENERAL NOTES, SPECIFICATIONS AND CONTRACT UP DATE BETWEEN THE OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER „ P 0 0 S E D THE GENERAL CONDITIONS IN THE EVENT OF A CO NFLICT. " SCALE: 1 20 1 2 -20 -02 O SCALE AS SHOWN 22. AIR CONDITIONING AND VENTILATION PERMIT BY MECHANICAL � _ ] 1 ST F 0 O F F D X JOB No. . >ti 02 CONTRATOR. St- EF"T I NEW ENTRY SCALE: 1 /4 97 = 1 — O �� ` I II DOOR V Al � O NEW COLUMNS OF SHEETS NEW FRENCH REVISIONS BY DOORS PERMIT REVISION Q 9 -3-02 DIVISION 2 SITE WORK +50 PSF. / -54 PSF. ®12 -10 -03 p PERMIT MIT R REVISION COMMENT - 4 ®12 -10 -03 CEIL 1 7-11" # R EXISTING 1.NEW FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED f WINDOW COMPACTED FILL. 2.FILLUNDER BUILDING :COMPACTED WITH SAND: NOT MORE THAN 10 PERCENT BY WEIGHT PASSING NO. SIEVE. ROCK WASHINGS NOT NEW 2X4 PT WOOD BUCK SECURE TO EXIST. BALCONY ACCEPTABLE. d EXIST. WINDOWS e 3. FILL FOR ROUGH GRADING AND UNDER SIDEWALKS: CLEAN PIT ROCK STRUCTURE W /NEW PLANTER & SHUTTERS AND /OR SAND CONTAINING A MINIMUM OF 80% SAND WITH NO ROCK NEW W/ 3X1 /4 ,f DIA. TAPCON @ 12 O.0 00 UP TO 48 HT. f E 1 „ LARGER THAN WILL PASS THROUGH A 2 RING. 1 / 2 OTHER DELETIRIOUS MATERIALS GYP. - ORGANIC AND � �� 4.CLEARING: REMOVE ORGA , 9 0 EXIST. -- - - - - -- r. INCLUDING DESIGNATED TREES, ROOTS, ETC. FROM THE ENTIRE SITE. WALL „ 2ND 9' -7" GARAGE DOOR I I I _ +47 PSF. 51 PSF. TO BE COVERED BY BUILDINGS SLAB 0 R FILL AND ALL AREAS BOARD Al2-1 _ AREAS D I I UNDER SIDEWALKS AND PAVING SCARIFIED TO A MINIMUN DEPTH OF 8" 8X8 CONC. FILLED CELL W/1 #5'S FLOOR _ _ _ _ _ _ _ _ J L - - - NEW WINDOW COMMENT # F AND AS OTHERWISE REQUIRED, TO REMOVE STUMPS, ROOTS, ETC. DOWEL MIN. 6" INTO FOOTING „ Tf COMPLETE WORK BEFORE STARTING FOUNDATION WORK. REMOVE ALL _ NEW 8 TRASH AND OTHER DELITIRIOUS MATERIALS FROM SITE AND STOCKPILE 1/8 „ v AND CONC. HE ADER _ COLUMNS � EXIST. STAIRS TO GLASS _ ,� o \ 2ND FLOOR TO APPROVED MATERIALS FOR SITE GRADING. Z v Qw 5. EXCAVA EXCAVATE FOOTING TRENCHES TO DEPTHS INDICATED ON BE REMOVED � "v STRUCTURAL I Z a EXCAVATED MATERIAL. w R E d DETAILS. RELO � AL DRAWINGS AND 1 a BACK FILL UNDER FOUNDATION IS STRICKTLY PROHIBITED NEW J o 1ST A/C / �- Z OTHER THAN FOR SPECIAL SYSTEMS AS DESIGNED. INSECT FLOOR 0' -7” COMPR. m���vir aw�aw 6.MINIMUM BEARING CAPACITY OF SOIL AT ALL FOUNDATIONS TO BE 2,500 SCREEN z� P. S. F. NEW GROUND 0 0 , � a a 7. FILLING AND BACKFILLING: PLACE FILL UNDER SLABS I N LAYER S NOT STUCCO _ PLANTER aw � 0 O ''II '' z fit' 12 10 03 1 0 H T. a BACKER Y _ F V TO I TY I E FIN. MORE THAN 12 » THICK. COMPACT OF NNE - � PERCENT (95 %) OF MAXIMUM DENSITY AT OPTIMUM MISTURE AS ROD MATCH CONCRETE MIN. BOX AT GRADE 12 10 03 // I A T N Lo DETERMINED BY ASTN 01557. PLACE FILL OUTSIDE OF BUILDINGS IN AND EXIST. STRENGTH 3,000 PSI. '� V LAYERS NOT MORE THAN 12” THICK. WATER AND COMPACT EACH LAYER SEALENT STEEL MIN. STRENGTH $ -g -02 60,000 PSI. NEW ENTRANCE TO SOLID MASS EQUAL TO SURROUNDING UNDISTURBED SOIL. DOOR &PROVIDE GROUND POISONING PER FHA M.P.S. - SCALE: 1 / �- 1 Q UNDER ENTIRE SURFACE OF FLOOR, PATIO AND STOOP SLABS AND BOTH +47 PSF./ 51 PSF. ®12 -10 -03 r . F SIDES OF FOUNDATION WALLS WHICH ARE NEW. ®12 -10 -03 ZONING E ® E T I L JAM COMMENT #4 COMMENT #5 DIVISION 3 CONCRETE AND FOUNDATION — SCALE: 3 = 1 ' - O'�' EXIST. WINDOWS ( SEE S ) STRUCTURAL DETAILS NEW BARREL COLOR & SHUTTERS CEILING 17-11" THRU ROOF TILE DIVISION 4 MASONRY RY 1. CONCRETE MANSORY UNITS A.S.T.M C90-70, GRADE A. CLOSE OFF 2. STORE MATERIAL UNDER COVER IN DRY PLACE. EXIST. BALCONY 10' -0" r: 3. GENERAL ERECT MASONRY INCLUDING SET BOLTS, ANCHORS, INSERTS, W /WALL TO NEW CONSTRUCTION SLEEVES AND OTHER ITEMS SPECIFIED ELSEWHERE, BUT REQUIRED TO BE MATCH � t SET IN MASONRY. PROVIDE OPENINGS REQUIRED BY OTHER TRADES. ERECT r 00 BLOCK ABUTTING CONCRETE WORK IS POURED UNLESS OTHERWISE INDICATED. DO NOT USE SQUARE END BLOCKS ABUTTING CONCRETE �12 - - COLUMNS WHERE BLOCKS ABUTS COLUMNS POURED PRIOR TO LAYING +47 PSF. / -51 PSF COMMENT #4 t NEW WALL I I m NEW WINDOW ': USING T- ANCHORS IN DOVETAIL SLOTS EVERY THIRD COURSE OF BLOCK. 2ND 9' -7" & PLANTER •I•• W. ` 4 L� FLOOR CONCRETE MIN. AT - - - G RADE r 4. MORTAR MIX 1 PART PORTLAND CEMENT, 1/2 PART LINE PUTTY, 3 1/2 PARTS SAND. ASTM C -270 AND ASTM C -90, USE TYPE "B" a d STRENGTH 3,000 PSI. STEEL MIN. STRENGTH BELOW GRADE AND TYPE "S" ABOVE GRADE. _ 12-10-03/2\ 60,000 PSI. r GROUT MIX 1 PART CEMENT 3 PARTS SAND. o ZONING EXIST. ALL I . • I a I COMMENT #4 i I I I d TO REM N f DIVISION 5 METALS ; .:.,: ° ° • • v 0- ) I' : •. 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON CONFORM TO ASTM A a 8"X12" CONC. W/4 #5'S 1ST I I i I I • I o 36, AND SHOP COATED WITH RUST INHIBITIVE NON LEAD PRIMER. v FLOOR L -- -J -- - - - - -J 2. PREVENTION OF ELECTROLYSIS: WHERE ALUMINUM WILL CONTACT ., 0 -7 CONCRETE, MORTAR OR PLASTER, THE CONTACT SURFACE OF METAL SEPARATED USING ONE HEAVY COAT OF ALUMINUM PIGMENTED 4 SHALL BE - NEW 2X4 PT WOOD BUCK SECURE GROUND 0 - 0 �/ �' ASPHALT PAINT ON EACH SURFACE. BLOCK UP W /�8" TO STRUCTURE W EST ELE 3. TIE DOWN RAFTER ANCHORS SHALL BE AS MANUFACTURED BY TECO OR a / 3 "X1 /4 "DIA. TAPCON @ 12" O.0 BLOCK & 5/8 ® Ld APPROVED EQUAL ON WOOD FRAME CONSTRUCTION. a STUCCO TO MATCH 4. FASTENINGS OF THE SAME MATERIAL, COLOR AND FINISH AS METAL TO ° �d ' EXISTING WHICH APPLIED UNLESS OTHERWISE INDICATED. PROVIDING SECURE AND `'° " S -2 S C A L_ � .: 1 / 4 = 1 9 — ®" E k ADEQUATE ANCHORAGE FOR PURPOSE INTENDED IN ALL INSTANCES. NEW 1/2 - DIVISION ION 6 CARPENTRY „ GYP.WALL NEW 5 8 S CO TO 1. THE LUMBER USED SHALL MATCH BE IDENTIFIED BY THE GRADE MARK OF AN / BOARD H EXI TING I APPROVED LUMBER GRADING, OR INSPECTION BUREAU OR AGENCY. �� CEILING 17 - S TRESS-GRADE LUMBER SHALL CONFORM TO THE "NATIONAL DESIGN I NEW I 1 SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS - CAULKING LATEST EDITION STRUCTURAL FRAMING MEMBERS TO 1,200 PSI MINIMUM �) 812 -10 -03 F EXTREME FIBER STRESS IN BENDING. NEW d- ZONING 1 /8" COMMENT #5 2. FURRED SOFFITS: GLASS 00 A. FURRED SOFFITS SHALL BE CONSTRUCTED WITH 2X4 METAL STUDS AT EXIST. WINDOWS o NEW BARREL COLOR ,�, &SHUTTERS �: p y � 16 O.C. JOISTS, HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER THRU ROOF TILE ANCHORED TO MASONRY AT 4' -0" MAX. _ B. FOR LOCATION AND EXTENT OF FURRED AREA S SEE DRAWINGS. 2ND 9- 7 ® E TA r I - 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER, � L H EAD FLOOR • . • . � +47 PSF. / -51 PSF. 2 NEW WINDOW E TRUSSED WOOD RAFTERS, FURRING, BLOCKING AND ALL STANDARD SPECIFICATIONS C1 -72. AND CS -72. - SCALE: 3 AND A WORKMANLIKE " = 1 ' F 4. MILLWORK: INSTALL ACCURATELY, IN A NEAT \ g12 -10 -03 MANNER, WITH TIGHT JOINTS AND TRUE SURFACES WELL SANDED. SCRIBE o \ COMME T #4 ALL CASEWORK AND SHELVING TO ADJOINING SURFACES. LEAVE ALL WORK I \ FREE FROM ALL PHYSICAL DEFECTS. A/C 1ST � • '• •. // 5. ROUGH HARDWARE: ANCHORS, SPIKES, NAILS, BOLTS, ETC. GALVANIZED „ / COMPR. IV FOR EXTERIOR USE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE FLOOR 0, -7 FOR INTERIOR, FURNISH AND INSTALL AS REQUIRED. GROUND 0' -0" ®12 -10 -03 - METAL WINDOWS: NEW FRENCH DOOR A. HORIZONTAL ROLLING WINDOWS: MANUFACTURED IN NEW W /SIDELIGHTS ACCORDANCE WITH A.A.M.A. SPECIFICATIONS US- A2 -HP. EXTERIOR +47 PSF. / -51 PSF. SOUTr�l E 0 B. ALUMINUM DOORS AND WINDOWS WITH APPROVED A.S.P.C.P. INSECT NEW 2 E #ASA- 234 -1; CODE 29 -1, A.A.M.A. SCREEN I 1/8 „ ®12 -10 -03 � C. HORIZONTAL ROLLING WINDOWS MEET HS -A1 -H CLASS II i i GLASS COMMENT #4 S -2 „ = 1 , ° V „ V I NEW I 1 SCALE: 1 �- SPEC /A.A.M.A. I / W ` D. FRAMES AND SASH SECTIONS: MINIMUN .062” THICK, 6063 -T5 BAC KER I I it NEW F- I° ALUMINUM ALLOY WITH WHITE ANODIZED FINISH OR EQUAL E.S.P. FINISH. MARBLE Q E. AIR AND WATER INFILTRATION SHALL MEET OR EXCEED THE AND ILL o REQUIREMENTS AS ESTABLISHED BY A.A.M.A. SEALENT CEILING 17- � Lo BE FACTORY GLAZED WITH DOUBLE STRENGTH SHEET NEW 2X4 PT +47 PSF. / -51 PSF. W F. WINDOWS SHALL NEW SLOPE WOOD BUCK NEW WINDOW J � GLASS. SECURE TO w II STRUCTURE J DIVISION 9 FINISHES: � 1. STUCCO: NEW 5/8 STUC ° I I / 3X1 /4 CIA. d 12 10 03 I COMMENT #4 A. STUCCO FINISH TO RECEIVE A SPRAYED FINISH UNLESS SPECIFIED MATCH EXIS G TAPCON @ 12 00 � ®L1J i 0.0 NEW WALL OTHERWISE. z B. STUCCO ON MASONRY: 5/8" THICKNESS IN TWO COATS ON EXPANDED A °a P LANTER METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. „ AT GRADE � O_ w w I C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON ° 2ND 9 -7 m I I (� FLOOR 4 — -j EXPANDED ME T A L - - ASPHALT SATURATED FELT. - - - 12 10 03 LATH O VER 15 LB S. .. D. PROVIDE CONT. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH CONCRETE MIN. ° x8 „ CONC. W/1 #5 , s - ON FRAME CONST. TO MASONRY CONST. STRENGTH 3,000 PSI. °. MIN. 6” PENETRATION COMMENT #4 DRAWN STEEL MIN. STRENGTH INTO JAMB CONC. BOTH M.M 60,000 PSI. O CHECKED 2. DRYWALL: SIDES I M.A.C. SUPPLY AND INSTALL GYPSUM M DRYWALL IN ACCORDANCE WITH � .. DATE S MANUFACTURER ANGLE SPECIFICATIONS. USE METAL CORNER BEAD OR . - „ .. AS REQUIRED. TAKE AND CEMENT JOINTS IN ACCORDANCE WITH 1ST 2 -20 -02 AL FLOOR ° " MANUFACTURERS SPECIFICATIONS. 0 - -.�.. r ° }l; AS SHOWN r,3 C-aft.- • •' - �` l��r` ®E� OL SELL JOB NO. 4 F 3. PAINTING: GROUND - 0 O » 1 0 2 es �s f — �.r — s t t . A.PAINT ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR OR SCALE: 3 1! O SHEET EXTERIOR PAINT AS APPLICABLE. +47 PSF. / -51 PSF. EA ST � LEVA � � f i� ���� ' � t NEW WINDOW ; A 2 &12 -10 -03 SCALE : 1 4 " = 1 ' - ®" j= COMMENT #4 / { OF 3 SHEETS DIVISION 2 SITE WORK w C - REVISIONS BY 1.NEW FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED OWNER suBMissioN COMPACTED FILL. 3 -1 -02 2.17ILLUNDER BUILDING :COMPACTED WITH SAND: NOT MORE THAN 10 PERCENT BY WEIGHT PASSING NO. SIEVE. ROCK WASHINGS NOT / \ / \ / \ ACCEPTABLE. 3. FILL FOR ROUGH GRADING AND UNDER SIDEWALKS: CLEAN PIT ROCK AND /OR SAND CONTAINING A MINIMUM OF 80% SAND WITH NO ROCK LARGER THAN WILL PASS THROUGH A 2 1 / " RING. 4.CLEARING: REMOVE ORGANIC AND OTHER DELETIRIOUS MATERIALS, ^ I INCLUDING DESIGNATED TREES, ROOTS, ETC. FROM THE ENTIRE SITE. co AREAS TO BE COVERED BY BUILDINGS SLAB OR FILL, AND ALL AREAS I II II II UNDER SIDEWALKS AND PAVING SCARIFIED TO A MINIMUN DEPTH OF 8" AND AS OTHERWISE REQUIRED, TO REMOVE STUMPS, ROOTS, ETC. I II II II COMPLETE WORK BEFORE STARTING FOUNDATION WORK. REMOVE ALL TRASH AND OTHER DELITIRIOUS MATERIALS FROM SITE AND STOCKPILE ' - --��- - -''- -' - APPROVED MATERIALS FOR SITE GRADING. 5. EXCAVATION: EXCAVATE FOOTING TRENCHES TO DEPTHS INDICATED ON \ STRUCTURAL DRAWINGS AND DETAILS. RELOCATE EXCAVATED MATERIAL. LL L 00 BACK FILL UNDER FOUNDATION IS STRICKTLY PROHIBITED OTHER THAN FOR SPECIAL SYSTEMS AS DESIGNED. 8 2' 5' -4" 2' �,$„ �, a w 10 6.MINIMUM BEARING CAPACITY OF SOIL AT ALL FOUNDATIONS TO BE 2,500 v a � J P j .S.F. u- 7. FILLING AND BACKFILLING: PLACE FILL UNDER SLABS IN LAYERS NOT m U o La MORE THAN 12" THICK. COMPACT TO A MINIMUM OF NINETY -FIVE a F N o _. v v � 5 K ITCHEN E �AT� O i a PERCENT (95 %) OF MAXIMUM DENSITY AT OPTIMUM MISTURE AS �- _I DETERMINED BY ASTN 01557. PLACE FILL OUTSIDE OF BUILDINGS IN � a a Z a M LAYERS NOT MASS 0E E QUAL TH AN 12" THICK. SURROUNDING UNDISTURBED ASOIL EACH LAYER S CALE: L 3/4 " ®1 o ®33 4' -11" 2 6 In &PROVIDE GROUND POISONING PER FHA M.P.S. UNDER ENTIRE SURFACE OF FLOOR, PATIO AND STOOP SLABS AND BOTH SIDES OF FOUNDATION WALLS WHICH ARE NEW. _ DIVISION 3 CONCRETE AND FOUNDATION BASTE RZ B A THT R 0 M (SEE STRUCTURAL DETAILS) 9 E LEVATIO DIVISION 4 MASONRY 1. CONCRETE MASSNRY UNITS A.S.T.M C90 -70, GRADE A. 's 9 �� 2. STORE MATERIAL UNDER COVER IN DRY PLACE. \ / / SCAL 3 =1 e 3. GENERAL ERECT MASONRY INCLUDING SET BOLTS, ANCHORS, INSERTS, 0 SLEEVES AND OTHER ITEMS SPECIFIED ELSEWHERE, BUT REQUIRED TO BE \ / / \ SET IN MASONRY. PROVIDE OPENINGS REQUIRED BY OTHER TRADES. ERECT BLOCK ABUTTING CONCRETE WORK IS POURED UNLESS OTHERWISE cc INDICATED. DO NOT USE SQUARE END BLOCKS ABUTTING CONCRETE / \ COLUMNS, WHERE BLOCKS ABUTS COLUMNS POURED PRIOR TO LAYING -, USING T- ANCHORS IN DOVETAIL SLOTS EVERY THIRD COURSE OF BLOCK. ! Li 4. MORTAR MIX 1 PART PORTLAND CEMENT, 1/2 PART LINE PUTTY, 3 ', . w 0 1/2 PARTS SAND. ASTM C -270 AND ASTM C -90, USE TYPE "B" BELOW GRADE AND TYPE "S" ABOVE GRADE. \ GROUT MIX 1 PART CEMENT 3 PARTS SAND. — n::� DIVISION 5 METALS "8 2 ' 1 ,5 2' -8" f 1' 3' -0" ! n" 1. STRUCTURAL STEEL AND MISCELLANEOUS !RON CONFORM TO ASTM A 10 36, AND SHOP COATED WITH RUST INHIBITIVE NON -LEAD PRIMER. 2. PREVENTION OF ELECTROLYSIS: WHERE ALUMINUM WILL CONTACT _ CONCRETE, MORTAR OR PLASTER THE CONTACT SURFACE OF METAL - � ' K ITCH E ELEVAT � ��f`�ISI --9 S�,HIEDI��.E SHALL BE SEPARATED USING ONE HEAVY COAT OF ALUMINUM PIGMENTED _ Lj, -IT ASPHALT PAINT ON EACH SURFACE. - M K AREA - 3. TIE DOWN RAFTER ANCHORS SHALL BE AS MANUFACTURED BY TECO OR " a '� FLOOR BASE WALL_ CEILING HT. REMARKS P . �- 1 A EQUAL ON WOOD FRAME CONSTRUCTION. SCALD � / 1 01 EXISTING CONC. WOOD PTD DRYWALL PTD DRYWALL 8' -0" 4 0 LLJ . FASTENINGS OF THE SAME MATERIAL, COLOR AND FINISH AS METAL TO WHICH APPLIED UNLESS OTHERWISE INDICATED. PROVIDING SECURE AND 102 LIVING TILE WOOD � SELECTION BY OWNER F ADEQUATE ANCHORAGE FOR PURPOSE INTENDED IN ALL INSTANCES. n n n j 103 DINING t� DIVISION 6 CARPENTRY i 104 KITCHEN 1. THE LUMBER USED SHALL BE IDENTIFIED BY THE GRADE MARK OF AN 105 UTILITY - � ry APPROVED LUMBER GRADING, OR INSPECTION BUREAU OR AGENCY. �� ROOM _ STRESS -GRADE LUMBER SHALL CONFORM TO THE "NATIONAL DESIGN 106 MASTER SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" - BEDROOM LATEST EDITION STRUCTURAL FRAMING MEMBERS TO 1,200 PSI MINIMUM 11 11 WALK -IN EXTREME FIBER STRESS IN BENDING. CLOSET ° 1O8 MASTER BATHROOM 2. FURRED SOFFITS: cc 109 PATIO O A. FURRED SOFFITS SHALL BE CONSTRUCTED WITH 2X4 METAL STUDS AT D CONC. CONC. Lp 16" O.C. JOISTS, HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER 1 1 O Ln G� _ - ANCHORED TO MASONRY AT 4' -0" MAX. LINEN UP � TO WINDOW B. FOR LOCATION AND EXTENT OF FURRED AREAS, SEE DRAWINGS. 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER, TRUSSED WOOD RAFTERS, FURRING, BLOCKING AND ALL STANDARD SPECIFICATIONS C1 -72. AND CS -72. DOO SC HE D ULE 4. MILLWORK: INSTALL ACCURATELY, IN A NEAT AND A WORKMANLIKE -� MANNER, WITH TIGHT JOINTS AND TRUE SURFACES WELL SANDED. SCRIBE MK TYPE SIZE ELEV M% TRIAL FRAME T'HLD W'STR REMARKS ALL CASEWORK AND SHELVING TO ADJOINING SURFACES. LEAVE ALL WORK 8" 5' 3' 2' -0" � l t FREE FROM ALL PHYSICAL DEFECTS. 7 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING SELECTED BY OWNER 2 2 O FRENCH ALUM. METAL NO NO 5. ROUGH HARDWARE: ANCHORS, SPIKES, NAILS, BOLTS, ETC. GALVANIZED DOOR ' -6 " X6 -8 '� FOR EXTERIOR USE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE TH O 0 M O FRENCH 2'- 8 "X6' -8" _ Wr�OD WOOD YES YES FOR INTERIOR, FURNISH AND INSTALL AS REQUIRED. DOOR - _ - 2'- "X6' -8" WOOD WOOD NO NO ELEVATION METAL WINDOWS: �' _ A. MANUFACTURED IN ACCORDANCE WITH A.A.M.A. SPECIFICATIONS - - 2'- 'X6' -8" -_� — _ WC10D WOOD NO NO US- A2 -HP. 9' _ � �s B. ALUMINUM DOORS AND WINDOWS WITH APPROVED A.S.P.C.P. S CALE : 4- — 1 ° 0 � © SWING 3' "X 6' - 8" WOOD WOOD NO NO #ASA- 234 -1; CODE 29 -1, A.A.M.A. - KET -- X6' -8" WOOD WOOD YES NO U C. MEET HS -A1 -H CLASS II SPEC /A.A.M.A. \�� DOOR _— D. FRAMES AND SASH SECTIONS: MINIMUN .062" THICK, 6063 -T5 I ® SWING 3'- 0 "X6' -8" WOOD WOOD YES NO w ALUMINUM ALLOY WITH WHITE ANODIZED FINISH OR EQUAL E.S.P. FINISH. E. AIR AND WATER INFILTRATION SHALL MEET OR EXCEED THE n �� ; ��� � SWING i 3'- O'lX6 --8'° V WOOD WOOD YES YES TllHR. FIRE RATED 0 REQUIREMENTS AS ESTABLISHED BY A.A.M.A. i ��� - - - - -- O Z V) Z Lij DIVISION 9 FINISHES: 1. STUCCO: � Q A. STUCCO FINISH TO MATCH EXISTING WINDOW SCHEDUL � B. STUCCO ON MASONRY: 5/8" THICKNESS IN TWO COATS. - MK WIDTH HT SILL JAMB HEAD MATERIAL DESCRIPTION REMARKS > Wi Li C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. e EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. Z D. PROVIDE CONT. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH � 0 —GLASS PANEL ON FRAME CONST. TO MASONRY CONST. I ©SHOWER w I gn 2. DRYWALL. 0 © 2' -0" 2' -0" 3 1 2 ALUM. & SINGLE HUNG SELECTED BY OWNE - - t,�y SUPPLY AND INSTALL GYPSUM DRYWALL IN ACCORDANCE WITH GLASS DRAWN MANUFACTURER'S SPECIFICATIONS. USE METAL CORNER BEAD OR ANGLES wl © 9' - 0 " 4' -6" I REQUIRED. TAKE AND M. M. AS RE /11AITf IAI Q CEMEN T �U 04 13 ��N MCCORDANCE WITH �D 3' -0" 6' -8" CHECKED MANUFACTURER'S SPECIFICATIONS. M.A.C. 3. PAINTING: © 3' -0 4' -0" 2D20E02 SCALE A.PAINT ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR OR AS SHOWN EXTERIOR PAINT AS APPLICABLE. MAS F A THT00 JOB NO. E 'J I Sh-iEEET e , i A D SCALE: 3/4 "°1' -0" OF SHEETS - - - - -- - x - REVISIONS BY I' OWNER SUBMISSION 3 -1 -02 E e t FREDERICK RESIDENCE O MIAMI SHORES, FLORIDA I GENERAL NOTES: EXI ST- EXISTING USE: RESIDENTIAL 1ST FLOOR 1,329 S.F. BATH F 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING (CONDITIONED) 2ND FLOOR 603 S .F. A.THESE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR TOTAL 1 - T 932 S.F. EXISTING EXISTING SPECIFICATIONS). 0 B.SOUTH FLORIDA BUILDING CODE. LATEST EDITION. BEDROOM ROOM_ BED CALL APPLICABLE STATE AND LOCAL CODES ORDINANCES AND (UNCONDITIONED) GARAGE 254 S.F. F REGULATIONS. D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE PROPOSED USE: RESIDENTIAL 1ST FLOOR 1,684 S.F. UNDERWRITERS (CONDITIONED) 2ND FLOOR 603 S.F. 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB CON TRACTOR. NOTED DIMENSIONS ARE ' . F PRECEDENT OVER SCALE. (UNCONDITIONED) GARAGE 254 S.F. 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE E a � JOB UNLESS OTHERWISE NOTED OR SHOWN. GROSS LOT AREA ' — : 75.00 X 117.50 — 8,883 S.F. Lo 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ° w ° � ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A DATA EXISTING PROPOSED a = N o EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT is k w DISCREPANCY a FOR PROPER ADJUSTMENT EAST SETBACK 8 —0 EXISTING a Z �r � Y a� BEFORE PROCEEDING WITH THE WORK. SOUTH SETBACK 58' - 0 " EXISTING a N NORTH SETBACK 25' -0" EXISTING 5. ALL CONDITIONS AND ALL APLICABLE REQUIREMENTS OF THE WEST SETBACK 8' - 10" EXISTING CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALL SECTIONS OF THE SPECIFICATIONS. ; BUILDING HEIGHT ROOF 20 -0 EXISTING EXISTING 6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE KITCHEN CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR ASPHALT AREA (INCLUDES 1,347 S.F. 2,225 S.F. EXIS G CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS DRIVEWAY) O LIVING ROOM THAT ARE SHOWN. Lo 7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED LANDSCAPED OPEN SPACE 5,953 S.F 5,075 S.F. O AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF E 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 ° ° °W AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK - - -J f C CAUSED BY HIS OPERATION. E 8. DISCREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELFWITH THE E PROJECT THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS DN. I SO AS TO THROUGHLY UNDERSTAND THE WORK. ANY AND ALL LEGAL DESCRIPTION = C� 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 U ARE REPORTED AND CLARIFICATION OBTAINED. BLOCK K EL PORTAL SEC. #4 I 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, E / I S T N G k E COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY ® e n F DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR LA SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL L 0 0 R COSTS, N N D CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND SCOPE O WOR PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE f CONTRACTOR. 1. NEW KITCHEN LOCATION 2. NEW INTERIOR STAIRS SCALE: 1 �- 10. OMMISIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE 3. NEW MASTER BEDROOM n!� v) s CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR 0 CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. a� E 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. o 12. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. E I 13. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. f e , 14. THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES OR OPENING a L TRUE AND OF THE PROPER SIZE OF HIS OWN WORK, OR CUT SAME IN t E ni!_oo XISTING WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS r OWN WORK OR OTHER CONTRACTORS WORK, CONSULTING WITH OTHER E CONTRACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF r Ln SAME . IN CASE OF HIS FAILURE TO LEAVE OR CUT SAME IN THE PROPER I 1 EXISTING t I PLACE, HE SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO I I ^ i LAUNDRY EXCESSIVE CUTTING SHALL BE PERMITTED NOR SHALL ANY STRUCTURAL I I Ln MEMBERS BE CUT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR I I I SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION OF ALL WORK OF HIS TRADES PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE L WORK OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER O F -, W SEPARATE CONTRACT BY THE OWNER. L_ _j 15. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS _ WORKMAN -LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE I Q , ' -10 H APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR t 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 ^� W cc F ~�� GLASS AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER Z ACCEPTABLE TO THE OWNER. EXISTING 16. THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS PATIO Z ACCEPTABLE TO THE OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM ®- Z 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 F EXISTING �' a- OWNER. Q GARAGE 17. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT ,qy. . ' r 4. ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIONS V) 0 AND SPECIFICATIONS. ® Lei O ® L. 18. SHOP DRWINGS AND SAMPLES FOR ITEMS DESIGNATED BY THE ARCHITECT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. t ' LL r E 19. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL PHASES OF THE WORK ARE COMPLETED EXCLUDING ALL FINAL PUNCH LIST ITEMS, 4 REGARDLESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELLING. N.E 9 O TH ST. (� (J 20. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN N COSIDERATION UNLESS THEY ARE IN WRITING AND SIGNED BY THE N E ARCHITECT, THE CONTRACTOR AND THE OWNER. UP I: 21. "THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTIO OF BUILDINGS" OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT A DRAWN -201, LATEST EDITION, ARE HEREBY MADE PART OF CONTRACT F`� LL A N ( M. M. S CHECKED DOCUMENTS, THESE GENERAL NOTES, SPECIFICATIONS AND CONTRACT M.A.C. E, BETWEEN THE OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER DATE THE " GENERAL CONDITIONS" IN THE EVENT OF A CONFLICT. SC ALE : " =20 9 —_ 2® 2 CALF p i S 22. AIR CONDITIONING AND VENTILATION PERMIT BY MECHANICAL AS SHOWN CONTRATOR. E S T I N G JOB N O. 02 f SHEET ST F P , f +' I 4 A f F A SCALE: 1/4 = 1 -O OF SHEETS 11 REVISIONS BY PERMIT REVISION t 0 9 -3 -02 GENERAL All dimensions shall be verified by contractor at the job site and in case of any discrepancy in REINFORCING STEEL All reinforcing steel shall be ASTM A -615 grade 60 ASTM A -305 deformations. Detailing, fabrications CONCRETE BLOCKS Shall conform to the latest standards of South Florida Building Code. All load bearing wall shall be PERMIT REVISION drawings, architect and/ or engineer shall be notified and obtain their approval before proceeding and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. (latest edition) type 'H' with a minimum average strength of 2500 P.S.I. All reinforcing masonry units shall be I ®12 - - with work. Contractor shall comply with all the provisions of the South Florida Building Code and Contractors shall rovide adde uate chair to support the reinforcing and to prevent displacement. t P q PP 9 P, P continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor the ACI 318 -95 specifications. Coordination of the work of all trades (structural, plumbing, All discontinuous end of all top reinforcing, shall be hooked. Provide 2 — #5 5 —0 long (bent in the shall provide opening at the bottom of reinforced masonry unit at each level for inspection. electrical, air conditioning and architectural ) at the time of erecting this building structure middle) corner bars at all corners. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry i is contractor responsibility. No additional payments shall be made to the contractor, for the Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression » walls @ 16 c. c. Extend wires 4 into concrete columns. contractor's failure to correct conflicting field conditions after the structure has been erected. members shall be in accordance with ACI 318 -83 table 1 thru 8. Lap top reinforcing steel at Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3' -0" to 8' -0 ". The engineers shall not be responsible for, nor have control or charge of construction means. the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, s Methods sequence, or procedures, or for safety precautions and programs. All change orders must / # 1 reinforcing into concrete beam at the top and bottom, as per column reinforcing detail. t: scale and other deleterious matter. Provide 1 2 ton additional 5 bars and 1 2 ton additional Splice length for these reinforcing shall be minimum 30 ". I be signed and approved by the owners prior to approval by the architect and/ or engineer. #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: I G CONCRETEMinimum compressive strength for all structural concrete shall be as follows (unless otherwise Columns . . . . . . . . . . . 1 1/2" Grade beams . . . .3" SLAB OPENING Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete specified on the plan) Beams . . . . . . . . . . . . 2" Slab. . . . . . . . . .1" cast.No chipping will be permitted. All opening thru the concrete floor slab for plumbing, tub wast, A k Beams 3000 PSI @ 28 days electrical, mechanical shall be coordinated with related plans. I Columns . . . . . . . . . . . . . . . . . 3000 PSI @ 28 days WOOD Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating material Slabs . . . . . . . . . . . . . . . 3000 PSI @ 28 days PREPARATION OF Contractor to follow all recommendations of eotechnical engineer for this project and use the shall be used where wood is in contact with concrete. f y 9 9 P J E All structural concrete 3000 PSI @ 28 days FOUNDATION original soil report as a guide. TESTING MATERIAL Contractor is responsible for the expenses of all required testing, performed by approved testing 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 laboratory. Contractor shall submit all test result to engineer. f. ` LO G: with maximum size 3/4 ". Provide integral water repellent admixture (Aquopel or equal) in a LAN k manufacturers printed direction and shall be free of calcium chloride. f LO HIGH ROOF DESIGN WIND PRESSURE aWOWw I 2ENO 00 ZONE ZONE GROSS UPLIFT NET UPLIFT WALL PRESSURE Y ZQ� rh N t 2 (P. S.F.) (P. S. F.) (P. S. F.) LO 2 - P' S -2 01 (NEGATIVE) -55.4 -40.4 9 -3 -02 i NEW WOOD 2 NEGATIVE -75.2 70.4 S 2 ® O( ) ® AREA OF TRUSSES 2' -0" _ 1 12 -10 -03 Q3 (NEGATIVE) -90.4 -75.4 7 12 -10 -03 NEW WORK O.C. ZONING ZONING 2' 18' -4" 2' COMMENT #1 OVERHANGS (NEGATIVE) -90.4 -75.4 - COMMENT # 1 " 16' - 5' - 10" C - 5' 1' - 4 (FIIELD NEGATIVE) - - -58.4 O O5 (CORNER NEGATIVE) - - -57.6 E � F — — c 0 O _ _ � — — — — c � — • \. � • ® &O5 {POSITIVE) 53.3 €° c ' '�� p E L ti• .. y. ti• f. 'e i II 4 II k o I ° o BEAM SCHEDULE C) SIZE REINFORCING ELEV. REI 3 STIRRUPS E. END 0 # MARK a ° ° I I I INCHES TOP A B D C E N0. SPACING INCH s. D d C l CS -, I ---- - - - - -- _ —_ — -- I ° C- F I TB 8X12 2 # 5 2 # 5 4 @ 8" C.C. & 12" G.C. t G. • �. °' I REMARKS � f •• - - - -- - - -- a — — .. . —. —.— E' f a —'— — — NOTE: PROVIDE #3 STIRRUPS 4 @ 12 AT BEAMS AND CORNERS AND 48 C.C. FOR REMAINING LENGTH OF THE TIE BEAM. — — — — — — — — — — — — — — — PROVIDE 2 #5 AT MIDDEPTH (ONE EACH FACE) FOR 30" TO 42" DEEP BEAMS. 4 #5 (2 EACH FACE) AT 1/3 FROM I I a 4 ° ° I I — — — — — — — — — — — — — — — — ( THE TOP AND BOTTOM FOR BEAMS BETWEEN 42" TO 54 ". a a e 4 D c, I V) II II. I I -- • — - — • --- - — - — - — —•—•—•—•—•—•---- LU � f - - — - — ----- '— '— ' - - —• -- I I I • — - — - — - — - — • — - — - — — - — - — - — - — - — - — ' , — -._. _._. �._._.- I COLUMN SCHEDULE / O E �I 4 a REMOVE EXISTING — .— .— .— . —. - -- __— .-- . —. - -- I a I FILL DOWN TO — — — — . — . — — ° .— .— .— .— .— . —. —.— _.— 8X8 CUNCRETEFILLEDCELLS — — — — — — — — — — — — — — TC 1 ..a ° I I C -, I — •� I w 1 5 x 1� o � 0 . ° I » » EXISTING 4" CO — — — — — — — — - SLAB ON FILL NEW 4" CONIC. 8 X12 CONCRETE COLUMN. l I I I C. SLAB & — — - • - • - - r I I la4 • °� d � 6 "X6" W1.4XW1.4 WWF � I I 8" BLOCK TO FILL I — — — — • — • — • _ — — — — — — — — — — • — • — — . I OPEN F C -2 W /4 #6 r LONT. AND #3 STIRRUPS �! — N CO MPACTED FILL EXIST. OPENING NEW STAIR Q 8 O, C. —� o co a I s I .— .— .— . —. —. —. — .— . —. —. —. -- 3 •• .— .— .— . —. —. —. — . —. —.— —. II II I .— .— .— . —. —. S -2 I I I I Q I I Q d Q -° I I a a. 1 .— .— .— . —. —. —. .— .— . —. —. —. 1 � F O II .4 — .— .— . —. —. —. — .— . —. —. —. - t — S 4 S — — — — — — .— .-- -. - - -- F 41 1 EXISTING — — — — — — — — — — — . .. I COLUMN I .— .— .— . —. —. — — —. —. —. —. ... II _ _ —. —. —. ' a ° NEW 16" WIDE — �— � - - -� —� I ° 4 :° a I THICKENED iNEW I .— .— .— . —. —. —. — — —.... EXIST. UPPER 4 ROOF TO REMAIN . a ... CONC. FOOTING — .— .— . —. —. —. — .— . —. —. —. I I I °) I c -' AT BOTTOM OF ( — —' — — — — - — — -- — - -- — - — - — - — � -3 -02 F I I I .� ° a ' I STAIR &WALL 1 Q. a W/2 #5'S CONT. ° #3 @18" O.C. I • — - — - — - — - — ° — .— .— . —. —. —. — — — •— '— •— . - - - -- �..�------- - - - --J 4 Q- -� „I-- 4” BEARING ( .— .— .— . —. —. —. 8 " X12" W/( #5 CONT. • •• -- - - - -- —� PARTITION ' C 4 � 5 DOWEL @ 24 O.C. 1 I z —J NEW4 CONC. SLAB ON �0.. a S -1 I. . GRADE W/6 X6 — W1.4XW1.4 ®I W _ -___ -- a ____ __ == ° Z — 0 E F S -2 °.l Z � U) a ®� W I NEW 4 HT. d . NEW CON T. 1'- 0 "X3' -2" CONC. f•— J I I REAINING WALL ' a a a FTC W/4 #5'S CON T. L Q W /PLANTER THE NEW MANSORY INFILL WALL SHALL a Z L W W T THE EXIST. CONC. , » 0.c. BE ATTACHED 0 r — 4 @12 � ®zI I I - # DOWELS SPACED CO LUMNS W 3 SX1 6 DO E THAT A SOIL BEARING CAPACITY OF 2000 PSF. /# EXIST. IF A BEARING CAPACITY OF LESS THAN 16" O.C. VERT. THE DOWELS SHALL 0 0 ICI (� 2000 P SF. IS ENCOUNTERED, THE ENGINEER SHALL EMBED 6" INTO COLUMN W /HILTI HIT I BE NOTIFIED BEFORE PROCEEDING WITH WORK. Y1150 EPDXY SYSTEM • 4 L {A J A 9 -3 -02 DRAWN 9-3 -02 1 A D M.M. C HECK ED � �� M.A.C. —1 e — O S 4- 1 SCALE .3 DATE 2 -20 -02 SCALE S AS SHOWN R r=N S E D r'. JOB NO. r � 02 OUNDAT�ON P A 'F7—'LA (� SHEET � � SHAD SHAFIE, P.E R M � N G � � STRUCTURAL;" ENGIN �� �� 844 N.E. 9 ' TH STRE T S -1 SC ALE: 4 = 1 — ® SCALE: 1 4 � — 0 MIAMI SHORE'S FL0 DA P: (305)984 -5974 sshafie ellsouth.net OF 2 SHEETS BEAMS TO REVISIONS BY TYP . STEEL SLAB SYMBOLS (2) LAYERS TYPE "X" 4 4 - BE REMOVED 13 n PERMIT REVISION 4 F.R. DRYWALL ALL &9 t TOP STEEL: CLEAR COVER BOTTOM STEEL: CLEAR COVER WOOD SURFACES PERMIT REVISION ®12 -10 -03 �Tlii T t� BEAMS . . . 2" SLABS 1" BEAMS . . . 2" SLABS �� IXI IKI IXI 1M1 IXI IXI IXI I IXI I ICI IXI � ; FOOTING 3" SLABS ON GRADE . 1." FOOTING 3'> SLABS ON GRADE . . 2" � t 2X4 P.T. WOOD STUD I LL 1L SIZE OF REINFORCING BAR BLOCKING 8' -0" E B - BOTTOM BAR SPACING CENTER TO CENTER MIN SPACING F F C — TOP BAR OVER SUPPORT LOCATION OF BAR F HANDRAIL „ 3/8" DIA. X 2" LG. r E TOP BAR AT NONCONTINUOUS END 4/ B 12 -10 -03 1 1/2" DIA. EXISTING EXP. BOLT INTO COMMENT #7 TUBING STEEL EXT. WALL 2X4 P.T. WOOD ST i I L, 0 r 0 EXIST. WALL s I F 1 _ PREFAB. WALL 12 -10 -03 f CD O , Z h /���� / /i, BRACKET — — COMMENT #7 LUMBER E I LO 2 0 O 12-1 03 Q CUT TO FIT < � w J 5 4 (D 3/8" DIA. X 2" LG. COM ENT 6 4" BEARING � vi L ao O Q EXP. BOLT INTO PARTITION Z of 17.4" a = 4.8 ft 2X4 P.T. WOOD STUD V) cl 10 ^ n = 12.0 ft RETURN END 1 1/2" DIA. 5/8" TYPE "X" a a w o n s 30^ TO WALL TUBING L 1 —0 �. GYP. BOARD N ROOF ZONES -- EA SIDE F M k ' TYP HANDRAIL — — F EXIST. T Y F I C A L ATTACHMENT 9 3 02 f. 2 X12 TILE p p 5 TO WALL { 4 H A I�!I® AIL E S-2 S 2 EXISTING N.T.S. d f N• I •S• LO E C 1"X6" T16 WD. I SHEATING k 4 L I ® SILE PLATE 12 -10— EXISTING (PRESSURE I CE MENT TILE 12" COMMENT 6 " is 1 -30 LB FELT 21 TREATED) r TINTAGGED /2 "F Q 9 -3 -02 9 -3 -02 1 -90 LB SLATE NEW BELL FOOTING MOPPED @BEARING PARTITION f EXISTING S E A. T r�1 t ANCHOR A TRUSS 3 w 0 0® S T � S t PREFAB. WD. TRUSS S -2 SCALE :3/4" = 1 ' —O" LLB EXISTING 24 O.C. METAL DRIP , L 4! (/ 0 c t + i P ® :• EXISTING t v LATH & PLAS. EXISTING 3" 0 5 CR'D EXISTING VENTS 4' -0" 1 "X3" FURRING @ 16" O.C. O C ROOF SHEATHING NOTE I `` I EXISTING EXISTING USE 5/8" PLYWOOD SHEATING 8 "X12" MIN. T.B. 2X6 PLATE & 1/2"X8 COLOR THRU 1Q 9 -3 -02 PLYWOOD ROOF SHEATING SHALL BE & (4) #5 CONT. BOLTS 4' -0" O.C. TILE ROOF CONNECTED TO JOISTS W /8d NAILS r: (2) #5X4' -0 "AT TO MATCH @6 C.C. ALONG PLYWOOD BEARING, LONERS DROP EXISTING 6 "C.C. ALONG EDGES & 12 "C.C.@ 0 I SOFFIT AT EXISTING INTERMIDIATE SUPPORTS. OPENINGS 1 1/2" FURRING, LATH ^� SEE DADE COUNTY PRODUCT CONTROL & PLASTER / APPROVALS ATTACHED E MIN. S � 3 0 9 -3 -0 C pp� 2 >> ® r F EXISTING X12" HUGHES DTC HURRICANE STRAP WINDOW 1/2" AT 48" UPLIFT 860 #(TYP) f S — O.C. IF TRUSSES THIS DIRECTION 2 "x12" END CUT DOWN TO F 0 6 NEW 2X BLOCK AT FASCIA I o k EXISTING 2 "X4" FIRE @BEARING WALL -- -M ETAL DRIP 1 C STOP OAK FLOOR SUB FLOOR s E r w EXISTING ' i.:•I:. " 8 "X12" MIN. +E. / PAINTED WOOD FASCIA 0 TIE BEAM R -30 INSULATION NAILED 4' O.C. TO g_3 -02 W/(4) #5 V MATCH EXISTING ZONING EXISTING 1/2" GYP. BD. OVER 1 x3 '— " COMMENT #1 2 X CROSS DOUBLE TOP .- WD. FURRING @ 16 O.C. EXISTING PLATE � 12 -10 -03 4 "X4 "X1 /4" "L" BRIDGING & 1/2" BOLTS 2 COATS (5/8 ") OF STUCCO 2' -6" O.C. PLUS 2 "X4" BEARING 2 "X4" NAILER EXISTING PARTITION DTC DADE COUNTY PRODUCT TO MATCH EXISTING BOLTED 4' -0" OC. 2 "X10" JOIST I @ 12" O.C. APPROVAL # 98- 07117.03 PROVIDE HORIZONTAL SOLID BRIDGING EXISTING • 9 -3 -02 MASONRY REINFORCEMENT CD 8'X12" T. B. @16" O.C. EXTEND THIS V) 5/8" TYPE "X" & (4) # „ & REINFORCEMENT MIN. 4" Z NEW 8" DRYWALL W/ w � GYP. BOARD 8x12 CONCRETE TIE BEAM INTO TIE COLUMNS AT � I— CONC. WALL R -5 INSULATION EA. SIDE EXISTING W/4 # CONTINUOS & # STIRRU S EACH END Q 2 "X6" PL 1/2 LONG #5 BENT AT CORNERS 9-3-02 0 BOLTS 4 — 0 U U O.C. NEW 4" CONCRETE (� EXISTING 1/2" GYP. BD. OVER WD FURRING SLAB ON GRADE V) Q FINISH GARAGE AND R -5 INSULATION � -J FLOOR 8" ABOVE bi � Q PROPOERTY SILL PLATE „ Q Z GROUTED CELL W W I� ,� (PRESSURE # @ 48 C.0 IN FULLY Q AVER. GRADE OF NEW 4 CONC. SLAB TREATED) W /6X6 W1.4XW1.4 WWF. � ° °. a ° — ° ° v - °. .. : d ate CELLS BELOW GRADE SHALL BE FULLY DRAWN a 3 @18 0. C. GROUTED ° NEW NOTE. I M.M. 1/2" JOINT FILLER NEW THICKENED SLAB a 3/4" PLYWOOD APA RATED SHEATING CHECKED a . • •. R / 24.3 / 4 » CONT. 10 rr X16 � CONC. d .•. STRUCTURAL 1. 48 M.A.C. •: @BEARING PARTITIO 16 W 2 5' 0 PSI — 83 C —C. DATE 2 -20 -02 EXISTING / # S CONT. FTG. W / 2 # 5'S CONT. 10 "X16" CONCRETE 9-3-02 , . 4 • ,- AL a , FOOTING W /(2) #5 0 . As SHOWN ;' JOB NO. r, I' 02 AREA OF NEW WORK 3 r SHEE S E cCT 0 0 Ill SHAD SH�AFIE, Ip. T � � ;�/ SEC TQn . N L L NEW STRUCTURAL ENIN E 844 N.E. 98TH TR S 2 S -2 SCALE :3/4" = 1 ' —O" S -2 SCALE :3/4" = 1 ' —O" � HORES, , MIAMI L0 A P: (305)984 -597 ss fiie @bellsouth.net of 2 SHEETS LA REVISIONS BY E S I OWNER SUBMISSION 3 -1 -02 ENERGY SCIENCES INC /� O CONSULTING ENGINEERS H V . A . C . N OTES ESBER ANDIROGLU, P.E. 1, ALL WORK SHALL BE AS PER F.B.C. AND NFPA EXIST'G S/A IN THIS AREA EXIST'G S/A IN THIS AREA MECH. /ELEC. - #42454 TO REMAIN AS IS. TO REMAIN AS IS. zezl nouGLns ROAD 2. ALL NEW FIBERGLASS DUCT WORK SHALL BE, i' (R -4,2) THICK WITH VAPOR EXIST. Mla 30 33133 TEL 305 - -44 46 -6828 TRUNK DUCT BARRIER. EXHAUST AND ❑/A INTAKE DUCTS SHALL BE 24 GAGE GALV, BATH EXIST'G S/A AND EXH. FAN Fax 305 -448 -7375 METAL WITH ❑UT INSULATION. IN THIS AREA TO REMAIN AS e-mail esiOnetroxnet PLASTIC OR METAL I 18 GAGE GALV. SHEET BUSHINGS STEEL DAMPER BLADE: 3. DUCT WORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE CLINCH EDGES I FULL HEIGHT OF WITH MANUFACTURER'S SPECIFICATIONS & ACCORDING TO ASHRAE & EXISTING EXISTING MAIN DUCT. DOUBLE SMACNA STANDARDS AND IN COMPLIANCE WITH UL 181. 1/4 "— GALV. BA I BEN ERING ED BEDROOM BEDROOM 4. DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS WIDTH x HEIGHT. DUCT SYSTEM SHALL COMPLY WITH EXIST'G AHU #1 TO REMAIN NFPA STD, NO. 90A AND/OR 90B. DUCTWORK AND MATERIALS SHALL TO BRANCH DUCT _ - - BE CLASS 1 MATERIALS IN ACCORDANCE WITH U.L. 181 TESTS, AS IS W DUCT E ASSOCIATES WORK, TEMPERATURE CONTROL, REF. PIPES. GALV. STEEL ROD �� J AIR FLOW 5. COORDINATE LOCATIONS, SIZES & OPENINGS W /OTHER TRADES - - ON THE J ❑B, A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM W /TURNING VANES AT ALL ELBOWS. SPILITTERS AND DAMPERS AS REQUIRED. A/C CONTRACTOR SHALL USE THE BEST PRACTICES OF THE - - - - - - - - - - - - SET SCREW TRADE IN THE FABRICATION AND INSTALLATION OF THE :SYSTEM. EXIST'G REF. PIPES TO BELOW. FIELD SPACER REQ'D. VERIFY LOCATION. wi ON INSULATED G. ALL SUPPLY AIR AND RETURN AIR GRILLES /DIFFUSERS o DUCTS co SHALL BE LOCATED AND BALANCED IN ORDER THAT THEY DELIVER - - - - - - - - - - - - ¢ TYP. DETAIL OF 90� DUCT TAP WITH THE REQUIRED CFM TO THE ENTIRE ROOM EVENLY & DRAFT FREE TO - - - - DAMPER BLADE MAINTAIN THE FOLLOWING DESIGN CONDITIONS: - DN. I I Q w � J L' Lo INSIDE OUTSIDE RELATIVE HUMIDITY I I I m~ 0 In 4 - Lo 0-wo�� COOLING - 76 DB 90 DB - 79 WB 50% TO 60% 8 0 40 I I I v v rn oz a HEATING - 72 DB 45 - DB 18X4 C L - - - - - J o- TURNING VANES W /S.M. SCREW FASTERNERSIN 7. TEMPERATURE CONTROL SHALL BE VIA CENTRALIZED T'STATS 160 CFM I Y a z a N DUCTS 8 " O.C. MOUNT T'STATS AT 5' -0' A.F.F. WHERE SHOWN ON PLAN OR LARGER CONNECT NEW FLEX Q I DUCT TO EXISTING MAIN 6 "� BATHRM. EXH. FAN AND GR. B. ALL NEW GRILLES AND DIFFISURES TO BE ALUMINUM S/A DUCT. FIELD VERIFY NUTONE QT -110, 110 CFM, CONSTRUCTI ❑N. DIFFUSERS SHALL HAVE HIDDEN OPPOSED BLADE LOCATION. W /6 "O EXH. DUCT UP TO DAMPERS. PR ❑VIDE GASKETS ON ALL GRILLES & DIFFUSE:RS. NEW RAIN CAP AT ROOF. 9. PROJECT ARCH. SHALL REVIEW AND APPROVE ALL DIFFUSER TYPES & MASTER R O O M FINISHES PRIOR TO PURCHASE AND INSTALLATION. ELBOW 10. ALL CONDITIONS AND SYSTEMS NOTED AS EXISTING SHALL BE FIELD 0X4 CD ' � 8 VERIFIED. ALL NECESSARY SERVICE & REPAIRS SHALL DE PROVIDED TO 18X4 CD 6 " 5 CFM THE EXISTING SYSTEM IN ORDER TO ENSURE PROPER OPERATION. 190 CFM 11, CONTRACTOR SHALL FIELD VERIFY /COORDINATE ALL CONDITIONS AND M TE R PARAMETERS W /OTHER TRADES INV❑LEVED W /THE PROJECT A TH 12, REFRIGERANT PIPING (SUCTION) SHALL BE INSULATED WITH MINIMUM 3/4' O O THICK ARMAFLEX INSULATION. C 13. PROVIDE FIRE /SMOKE DAMPER WHERE SHAWN ON PLAN. O JOIN FLEX DUCT TO SPIN - IN FITTING IN ACCORD TO MFGR. INSTALL. INSTRUCT. B A L C O N Y USE SEALER AND FLEXIBLE DUCT BANDING DEVICE. P 0 S E D n ICI DUCT CONNECTION DETAILS 2 N D F L 0 U � AIR CONDITIONING UNIT SCHEDULE HVAC Design Schedule per SFBC Appendix "A" 9 P PP HEAT C ❑ND. HVAC DESIGN REQUIRES: YES NO REMARKS SCA 1 / 4 - 1 O � OUT BLOW V 0 MANUF. M ❑D, UNIT NO. SENSIBLE EVAPORATOR C ❑M DOOR COIL UNIT Q . V V UNIT N❑. ILJLJI TOTAL CAP, DUCT SMOKE DE CT NO DETECTOR(S) ORS NON REQUIRED Q ED CPOSITI ❑N ❑F CU MODEL BTU /HR CRP AIR FLOW RLA FAN FLA ph ph () MOUNTING) BTU /HR CF M a S.P. IN a FLA HP a FIRE DAMPER(S) YES SEAL JOINT WITH DUCT A.H.U. - EXIST'G TO REMAIN. SMOKE DAMPER(s) YES L� SEALER & TAPE A.H.U. -2 CARRIER CU - 2 43 240 240 FIRE RATED PARTITION YES GARAGE WALLS 6 "0 KITCHEN EXH. DUCT THRU WALL AND rJ SEER =14 FK4CNF002 38TXA030 27,800 20,200 900 0.5 14.7 0.8 1 1 TERMINATING W /WALL CAP 0 EXT. WALL. W /R - 410A TXV (VERTICAL) 1/2 35 30 FIRE RATED ROOF /FLOOR NO PROVIDED BUG SCREEN. PAINT TO MATCH __IL LOW VELOCITY SUPPLY CEILING ASSEMBLY WALL COLOR. AIR DUCT SEE PLAN VIEW PENETRATION T ( ) OUTDOOR CONDITIONS, 91 °F DB, 79 °FWB V - VOLTS FIRE STOPPING YES RATED PARTITIONS INDOOR CONDITIONS. 74 °F DB, RELATIVE HUMIDITY = 50% ph - NUMBER OF PHASES a - FUSE AMPS � SMOKE CONTROL NO O 1i J f of a 6"0 BATHRM. EXH. DUCT AT CLG N E W TERMINATING W /WALL CAP ® EXT. WALL KITCHEN PROVIDED BUG SCREEN. PAINT TO MATCH r WALL COLOR. I If -1LJI � W 16X4 CD f i -- -- 160 CFM ® V) 6 "O DRYER H. DUCT THRU WALL AND O —� 0 TERMINATING W /WALL CAP ® EXT. WALL. PROVIDED BUG SCREEN. PAINT TO MATCH E [[[ WALL COLOR. SLOPE ROOF CAP J FLEXIBLE DUCT CONN, DETAIL (RES) — W /BIRDSCREEN. LL O N TS 8" MIN. 11 1111 LLL O 0 10X6 Ln W/H x o EXIST. ELECT CLG. MOUNTED BATHRM. EXH. FAN ND GR. NUTONE QT -50, 50 PANEL CFM, W/6 EXH. DUCT UP TO UTILITY G ' ROOM 14x4 D DUCT CEILING FAN 140 CF 4 "0 0/A INTAKE DUCT THRU WALL AND 10X6 18X4 CD TERMINATING W /WALL CAP ®EXT. WALL. E•N I G 185 CFM FROM PROVIDED BUG SCREEN. PAINT TO MATCH 4 "� EXIST REF. PIPES R E FROM ABOVE. FIELD WALL COLOR. 6X C X VERIFY LOCATION. 40 IF N .- #2O REF. PIPES DN. IN FSD WALL AND TO COND. 18X12 WALL MOUNTED R/A GR. UNITS ____ _ _ _ _ - NEXT TO CLG. / . b REF PIPES 0 CLG. CONNECT NEW REF. PIPES AT THIS POINT TO REF. LINES ,, ` FIN. FLOOR OR ROOF PROVIDE FSD AT WALL - i 2 I TYPICAL FIRE SMOKE DAMPER. RELOCATED CU. #2. CEILING JOIST RELOCATED CU #1 ,�� PENETRATION. FS GRILLE '� 4" 0 0 A INTAKE DUCT ® CLG. i' o n / i t 10X6 18X4 CD SUPPLY DUCT j� �� NEW AHU #2, 900 CFM (VERTICAL), i� _ ELECTRIC HEATER THROUGH THE ROOF TYPICAL PAD MOUNTED W 14X12 S A DUCT UP TO CLG �i FSD 185 CFM PROVIDE FSD iT WALL SECTION COND. UNITS ABOVE FLOOD / / i�� I PENETRATION. FAN SECTION - - ELEVATION. ;�� 3/4' CD & TRAP TO x 12X16 R/A DUCT DN IN MECH AN OBSERVABLE COIL SECTION TOILET EXHAUST DETAIL �'� CLOSET &ATTACHED TO R/A (� qa SECTION OF AHU. POINT FOR _ N.T.S. SECONDARY ;�� NEW DRAINSYSTEM. 3/4' CD & TRAP FILTER SECTI ❑N __ ___R- -- - --- PIPE S - 0-CL G . - - _ JJ� LIVING FMC - 307,2.4, PRIMARY DRAIN STEEL SUPPORTS AREA T ISOMODE PADS NEW CU #2--/ WALL MOUNTED EXH. FAN AND TYPICAL MANUAL VOLUME z GR. NUTONE QT -110, 110 CFM DAMPER. W /6" O EXH. DUCT THRU WALL SET MVD ON 0/A INTAKE w FIN. FLOOR REF. PIPES DN. I TERMINATING W /WALL CAP 0 EXT. DUCT AT 60 CFM. A WALL AND TO COND. UNITS. WALL. PROVIDED BUG SCREEN. �� PAINT TO MATCH WALL COLOR. TYPICAL 2 W X 6 �� L GALV. METAL STRAPS ATTACHED TO X CONDENSATE DRAIN COND. UNIT W/ 1/4" MACHINE PROVIDE FSD AT WALL EXISTING ° BY PLUMBER / SCREWS AND TO CONCRETE PAD PENETRATION. n- w � COND. UNIT 1/4 "0 X 2 1 /4 "L CONCRETE GARAGE ® � NOTE 6 "CONCRETE PA SCREWS /GRUMMETS. TYP. OF 4 10x6 18X4 CD mow-- w SUCH STRAPS AT EACH FACE PF f 0 CFM PROVIDE A FLOAT SWITCH IN SECONDARY DRAIN PAN (IF USED), CONDENSING UNIT FSD 1 INTERCONNECTED W /AH START /STOP CONTROLS. FLOAT SWITCH IS TO SHUT DOWN AHU, WHENEVER WATER LEVEL IN DRAIN PAN RAISES TO III III — ° I I I I I 112' BELOW THE RIM OF PAN. FMC - 307.2,3. RAWN O. T. F. - III III III III -III III III CH III - ECKED III III ,, III ... IIII1 .., 111 ... 11I ,.. III E. A. TYPICAL AIR HANDLING UNIT DETAIL DATE N.T.S. 8 -6 -02 PAD MOUNTED COND. UNIT DETAIL • SCALE NTS R� P 0 S E D AS SHOWN JOB NO. NOTE: 02 DESIGNED AND INSTALLED TO RESIST WIND PRESSURES DETERMINED S T F L 0 0 FD\ SHEET IN ACCORDANCE WITH F.B.C, BUILDING. CONTRACTOR SHALL PROVIDED SHOP DWG WITH INSTALLATION DETAILS. — M 1 SCALE: 1 /4 - 1 �w OF 1 SHEET REVISIONS BY ESI OWNER SUBMISSION PLUMBING LEG ENERGY SCIENCES INC 3 -1 -02 SANITARY WASTE CONSULTING ENGINEERS , ESBER ANDIROGLU, P.E. ------- - - - - -- SANITARY VENT MECH. /ELEC. - #42454 2821 DOUGLAS ROAD - - - - -- COLD WATER O - - - - -- MIAMI -4 8-88 TEL 305- 448 -8828 HOT WATER FAX 305 -448 -7375 VALVE RECONNECT EXIST. CW,HW BRANCHES. a -mail esi ®netroa.net E X I S T . FIELD VERIFY AND COORD. HOSE BIBB BATH rr FINAL THREADED FLOOR C.O. PLUG EXISTING 0 EXISTING ihu�:isra4 . as.�GV.ixri�� BEDROOM B E D R O O M 4�7.7i.VJ�,4C7� 4�.7.Ts4OC.7 .57.� �.7.6,iV7S,4q�h4 CA�,LV,+.44VAh4 ABBREVIATIONS I -STAINLESS STEEL COVER SCREWED TO THREADED I ADJUSTABLE I C.O. PLUG TYP. TYPICAL COLLAR SED.BUCK. SEDIMENT BUCKET FD FLOOR DRAIN I FACE OF WALL AIR CH. AIR CHAMBER ------ - - - - -- 20 AB. FIN. GR. ABOVE FINISHED GRADE PT PRESSURE & TEMPERATURE RELEIIF VALVE FLOOR -TYPE WALL -TYPE Q w � _j Lajf J I- i`' Lo Ld V) V Lo WC WATER CLOSET � UR URINAL DN. 3 " SAN /VTR. v v o a of LAV LAVATORY VENT THROUGH ROOF I I I BEL OW AND UP TO ONT PIPE FROM QaZ TYPICAL CLEANOUT DETAILS �04 I I I BEL OW Y a N VTR EWH ELECTRIC WATER HEATER N.T.S. of CLG ¢ r 1 /2 „CW I I- - - - -J r . i d Lo TO WC. I 1/2" CW,HW o oo TO SHWR. 3' 2" FIXTURE CONNECTION SCHEDULE NOTE: PRIOR TO COMMENCING W /WORK NEW WC SHWR PLUMBING NOTES CHECK ALL EXIST. CONDITIONS TO ASSURE 4FU. ITEM WASTE & WATER A PROPER NEW INSTALLATION AS PER DWG. MASTER ROOM 1. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SOIL COLD HOT VISIT THE SITE TO ACQUAINT YOUR SELF NOT 3 " ®1 /8 " /FT - 6FU. LATEST EDITION OF THE "FLORIDA BUILDING CODE ", CHAPTER CONDITIONS, AS CHANGE ORDERS WILL NOT BE WATER CLOSET 3 "0 1 /8 " /FT. 1 /2" ALLOWED FOR YOUR FAILURE TO DO S0. 29, LOCAL ORDINANCE AND IN COMPLIANCE WITH "FLORIDA ENERGY COORDINATE W /ALL OTHER TRADES AND REPORT 2 "VENT. PIPE AT CLG. EFFICIENCY CODE FOR BUILDING CONSTRUCTION. TUB 2'® 1/4 /FT. 1/2 1/2 DISCREPANCIES TO ARCHITECT. M AST R WHIRLPOOL 2 "® 1 /4 " /FT. 1/2" 1/2" BA BELOW & UP TO TUB. I TUB 2. CONTRACTOR TO VERIFY AT SITE LOCATION THE ELEVATION AND SIZE LAVATORY 1 1/4 " ®1/4" /FT. 1/2" 1/2" 1 /2 "CW,HW FROM OF EXISTING WATER AND SEWER MAINS FOR CONNECTION OF NEW LAV LAV 2F SERVICES BEFORE INSTALLATION OF ANY PIPING. HOSE BIBS 3/4" 1FU. 1FU. 3. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH COAT OF SHOWER 2"0 1/4" /FT. 1/2" 1/2" NOTE: [� .. KIT. SINK 2 "@ 1/4" /FT. 1/2" 1/2" PROVIDE ANTI - SCALDING VALVE AT III OPOS BITUMINOUS COMPOUND (BITUSMATIC OR EQUAL) BEFORE COVERING. " HOT WATER CONNECTIONS TO ALL o 0 0 o c Illl IIJ DD ALL UNDERGROUND COPPER PIPING SHALL BE FULLY SLEEVED. WASHER 2"@ 1/4 /FT. 1/2 1/2 TUBS AND SHOWERS. LAUNDRY SINK 2 "® 1/4" /FT. 1/2" 1/2" PROVIDE SHUT -OFF AND VACUUM BREAKER TO ALL HOSE BIBBS AND BEL ,HW FROM 10 TOTAL. DN P L U M 4. N G FAUCETS WITH HOSE -END CONNECTION. BALCONY BELOW & UP TO WC = 1.5 GALLON PER FLUSH E.A. LAV. Lj 5. ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR 2 N D F L 0 0 I�JI CHAMBERS OR SHOCK ABSORBERS. U p p IL�I 6. PLUMBING FIXTURES SHALL BE "AMERICAN STANDARD" OR APPROVED 1/ �0-• 1 O � EQUAL. ALL FIXTURE TRIM SHALL BE CHROME PLATED SCALE: A L E v FIXTURES - SHALL BE PROVIDED WITH SUPPORTS, HANGERS, ETC. n ICJ 0 7. WASTE LINES SHALL SLOPE 1/8" PER FOOT. UNLESS OTHERWISE V) V NOTED. 8. PROVIDE FULLY ACCESSIBLE CLEANOUTS ON SANITARY AND ANY WASTE SHEET LEAD FLASHING MOP IN WITH ROOFING MATERIAL INTO STACK PIPING AT EVERY CHANGE OF DIRECTION AND AT BOTTOM OF STACKS TURN HEAD PIPE DOWN CLEAN OUT LOCATION AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE. 9. VENT LINES SHALL EXTEND 6" MIN. ABOVE ROOF AND FLASHED WITH LEAD OR CONNECTED TO EXISTING VENT LINES. 2 "SAN ®1 /4 " /FT - 2FIU. 10. ALL FLOOR DRAINS SHALL HAVE TRAP PRIMERS TO PROTECT THE SEAL OF THE TRAP. ROOFING TO NEW T 900 GAL SEPTIC / TTANK. SEE U ARCHITECTURE SITE PLAN FOR DETAIL. 1 /2 "CW,HW 11. PROVIDE CONTROL VALVES TO ALL MAINS ENTERING THE BUILDING TO K.S.K. RISERS, BRANCHES, GROUPS OF FIXTURES, AND TO EACH PIECE OF _ ------ NEW � 0 EQUIPMENT. 3 01 /8 " /FT - 4FU. i W KITCHEN O 'VENT STACK I ROOF CONSTRUCTION RELOCATED AT2,CLG.HW & 2 "VENT. PIPES 0 (� � u SINK K.S.K. 1 "CW,HW 2FU. PIPING MATERIALS SLEEVE ROOF CONSTRUCTION TO INK AND - - - 1. AS REQUIRED WAS - - 1 2 "CW. REF 1 2 "CW TO REF. 1. SANITARY WASTE, VENT AND STORM DRAIN: 1/2 IN DN / BELOW GROUND: "CAST IRON ", SERVICE WEIGHT, PIPE, & FITTINGS RELOCATED W�H IN WALL TO K.S. NOTE: ACCORDING TO ASTM A -74 HUB & SPIGOT OR ' L I 0 ANY VENT PIPE WITHIN 10' -0" ABOVE GROUND: "CAST IRON ", SOIL PIPE, "HUBLESS ", ACCORDING I NES DRAIN & RELIEF TO CI SPI- 301 -78 ASTM A -74, WITH STAINLESS STEEL SHIELD AND OF ANY DOOR, WINDOW, OR EXHAUST LINES TO BE TERMINATED OPENINGS SHALL EXTEND NOT LESS FACE DN 6" A.F.G. AT SINK „ PLUMBING CONTRACTOR MAY ELECT, IF APPROVED BY THAN 3' -0" ABOVE SUCH 3/4 CW,1 /2 HW PIPES 2 VENT PIPE AT CLG. CLAMPS OVER NEOPRENE SEALING SLEEVE. ALTERNATE: THE PLUMB BLDG. EXTERIOR. 2FU. AT CLG. Ln 3 /4 "CW,HW OWNER, TO USE THE FOLLOWING MATERIAL SPECIFICATION FOR WASTE, UTILITY 2 o FU. \ I VENT AND STORM DRAIN SYSTEM: POLYVINYL CHLORIDE (PVC ) PIPE & 2 "VENT PIPE AT CLG. TO /FROM W /H. ROOM - U. _ - FITTINGS (SCHEDULE 40). MATERIAL SHALL COMPLY WITH D -1784 VENT THRU ROOF DETAIL - - - TYPE 1, GRADE 1 COMPOUND. PIPE SHALL COMPLY WITH ASTM D - 1785. N.T.S. CONNECT NEW 3 /4 - - "CW,HW PIPES 2 " ®1/4 "/F -1FU. _ E FITTIINGS SHALL COMPLY WITH ASTM D - 2467 SOCKET TYPE. SOLVENT TO EXIST P OINT AND 3 /4 "HW PIPES �., AT THIS PO FIELD VERIFY LOCATION. E I N A G CEMENT SHALL COMPLY WITH D - 2564. 1 2 RE 2. CONDENSATE DRAINS FROM AIR CONDITIONING UNITS: "PVC" EXIST. 1 "CW,3 /4 "HW PIPES AT CLG 1 /2 :A %1 WC SCHEDULE 40 PIPE & FITTINGS. INSULATED HOT WATER LINE W/ 3/8" ARMAFLEX FIELD VERIFY EXACT. LOCATION. 1F U TO 4F TO C 1 F WC. 3. DOMESTIC WATER ABOVE GROUND: TYPE L COPPER PIPE WITH WROUGHT HEAT TRAP UNIONS AT INLET & OUTLET CONNECTIONS RELOCATED 3 /4 "CW,HW PIPES COPPER SOLDERED JOINT FITTINGS. TYPE K COPPER BELOW GROUND, FULLY 6° EXIST. AC NEW I AT CLG. SLEEVED, PIPE ACCORDING TO ASTM B -42. TUBE ACCORDING TO ASTM B -88 COLD WATER LINE. SEE DRAWING COMPRESSOR NEW POWDER ALTERNATE FOR UNDERGROUND PIPE: CAST IRON WATER PIPE FOR SIZE AND SPECIIFICS. ROOM ABC ACCORDING TO ANSI A 21.6. STEEL PIPE (SCHEDULE 40, WH SOV TO BE SAME SIZE GALVANIZED) ACCORDING TO ASTM Al20 -68. AS THE PIPE IT SERVES EXIST. 3F STACK FROM I I 2 "VENT PIPE AT CLG. ABOVE. FIELD VERIFY EXACT 4. ALL CONTROL VALVES FOR DOMESTIC WATER SHALL BE CAST BRASS OR WATER HEATER - SEE SPECIFIIC LOCATION 7FU. FOR CAPACITY AND HEATING ELEMENTS I I B -88 BRONZE GATE VALVES. INFORMATION -ASME RATED P &T RELIEF VALVE 2 "COND DRAIN PIPE BELOW GRADE 5. PROVIDE DIELECTRIC FITTINGS FOR JOINING DISSIMILAR METALS. TO BE TERMINATED AT BLDG. EXTERIOR CONTINUE P &T RELIEF LINE TO RELIEF RISER FACE DN. 6 T O 2N PIPE UP "A. F. G. I I I TO 2ND FLOOR CLG. ___ff__ 6"A.F.G. PROVIDE A 2" HIGH GALVANIZED METAL SAFEPAN FOR A WATER HEATER LOCATED ABOVE GROUND `� V) FLOOR SLAB EXISTING RI ERS SUP z L DOMESTIC WATER PIPING e „ GARAGE 1 1 �. TO SHWR. 1. UNDERGROUND: GALVANIZED STEEL PIPE, SCH EDULE 40 SCREWED (ASTM I- , "-CONTINUE 1 DRAIN LINE TO DRAIN RISER b Al20 - 78 WITH MALLEABLE IRON FITTING GALVANIZED TO MATCH 6 "A.F.G - - � I 1/2" PIPE. ANSI 816.3 -71, ASTM A197 -47 OR CAST IRON FLANGED FITTINGS (ANSI B16.1). PIPE SHALL BE PROTECTED WITH COAT OF BITUMINOUS COMPOUND. COPPER TUBING TYPE K ASTM B88 -75, ACCEPTED 1 f2 "CW RISERS ALTERNATE. ALL COPPER PIPING BLW. GROUND SHALL BE SLEEVED. W a t e r Heater Detail n t s TO WC. �f�T NEW A. C I V NEW I N G (ASTM A 120 - ) 3 "SAN ®1 /8 " /FT -10FU. 2. ABOVE GROUND: GALVANIZED STEEL PIPE, SCHEDULE 40 SCREWED WITH MALLEABLE IRON FITTINGS GALVANIZED TO MATCH COMPRESSOR A REA PIPE. ANSI B16.3 -71, ASTM A197 -47 OR CAST IRON FLANGED FITTINGS (ANSI 816.1). COPPER WATER TUBING, TYPE L, ASTM B88 -75 WITH If Y WROUGHT COPPER FITTINGS, ANSI B16.22 -73. I 3 "SAN FROM ABOVE AND e 3. PIPE HANGERS AND SUPPORTS: PROVIDE ADJUSTABLE HANGERS, INSERTS I U 10 FU. BELOW GRADE. BRACKETS ROLLS CLAMPS AND SUPPLEMENTARY STEEL AS REQUIRED FOR „ „ 10 . TOTAL. ® w w 3/4 CW,1 /2 HW PIPES � �� PROPER SUPPORT OF PIPE LINES. HANGERS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF PIPE LINES AND COVERING TO RUN CONTINUOUSLY AT CLG. 1 / 2 - -1/2" P R� P� S E D THROUGH HANGERS. 4. SPACING AND SIZES A. HORIZONTAL CARBON STEEL PIPE F L U M [ � N G PIPE SIZE ROD DIAMETER MAXIMUM SPACI DR UP TO 1- 1/4' s 3/8" 8' RIS , RIS ,UP F LOO 2" & 2" 3 8" 10' E S . TO RISERS UP �0 S CHECKED 1 - / / � � E.A. LAV. TO TUB. IIJJ M. A. C. B. HORIZONTAL COPPER PIPING '� ' PIPE SIZE ROD DIAMETER MAXIMUM SPACING pp DATE UP TO 1 �� 3 / 8" 6 , SCALE: 1 /4 � = 1 -o�� 2 - 20 - 02 SCALE 1 -1/4" & 1 -1/2" 3/8" 6' AS SHO 2" 3/8" 8' JOB NO. 02 SHEET P o �d 62 ' OF SHEETS FREVISIONS BY ESI OWNER SUBMISSION GENERAL ELECTRICAL NOTES ENERGY SCIENCES INC 3 -1 -02 CONSULTING ENGINEERS 1 ALL WORK SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, ESBER ANDII20GLU, P.E. E AE C -28 C -30 MECH. /ELEC. - X42454 E CODES AND STANDARDS. E C -11 C -25 E E R 2821 DOUGLAS ROAD SOUTH FLORIDA BUILDING CODE AND OTHER APPLICABLE E O GFI C -12 C -30 1DAML FL 93199 C -30 TEL 905 -448 -8828 2 . a) THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS AND E E BOXES REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH EXIST 305-448-737 . e -mail eai ®netro=net . BATH N.E.C. b) WHEN CONFLICTS ARISE IN LOCATIONS WIRING DEVICES, ELECTRICAL EQUIPMENT EXISTING E E DISCONNECTS, XISTING / �J TS PANELBOARDS ETC. DUE TO FIELD CONDITION OR IMPROPER FIELD BEDROOM c - ' E 3W BEDROOM (o , COORDINATION CONTRACTOR SHALL BRING IT TO THE A / E's ATTENTION AND AT NO EXTRA E E COST RELOCATE, AND OR EXTEND WITHIN A REASONABLE DISTANCE SUCH ITEM WHICH c -3o C -28 TO EXTERIOR ���� IS IN CONFLICT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING TYPE LOCATION OF MAIN BUS 200 A . FLOODS A c - BE ALLOWED SERVICE 1 PH., 3W PANE V E „ „ EAVE C -28 DES NO EXTRAS WILL 200A MCB C -30 ALL COMPONENT PRIOR TO ROUGH IN WITH ALL TRA F FAILURE TO Do so. VOLTAGE 120 40 E C MAINS FED BY: NEW 200A MCB 3. THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING MOUNTING EXISTING (EXISTING PANEL - REPLACE IF NOT A. I' C. 10,000 C - R FUND AS SHOWN ❑N PLANS.) C - 28 22 THE SITE PRIOR TO COMMENCING /BIDDING WORK. K /VOLT CON CKT. CKT. CON K /VOLT - - A/C E C -27 C -22 SD AMP POLE TRIP DUIT WIRE REMARKS NO. N0. REMARKS WIRE DUIT TRIP POLE AMP E 4 THE CONTRACTOR SHALL SATISFACTORILY REPAIR /REPLACE EQUIPMENT OR PART OF STRUCTURE DAMAGED AS A RESULT OF HIS WORK. SURFACES AND FINISHED AREAS 2 - - - - - ,29 SHALL BE RESTORED TO MATCH ADJACENT AREAS. 4.50 2 30 3/4" #10 WATER HEATER 3 4 C -23 DRYER #10 3/4' 30 2 5.00 C- 30 (o N N 5 APPROVAL SHALL BE OBTAINED FROM AN STRUCTURAL ENGINEER PRIOR TO CUTTING OR 1.50 1 20 1/2" #12 WASHER 5 6 REFRIGERATOR 12 1/2 20 1 1.20 c -23 C -23 N C - 23 N t° DRILLING ANY STRUCTURAL SUPPORT MEMBER. # / Lu a 1.50 BATH RM, HEATER 7 8 OUTSIDE GFI OUTLETS 12 1/2" 20 1 1.50 - - - - - - - - - -- W N N C -26 J w- � 00 # N N SD N l LL DEVICE BOXES SHALL BE INSTALLED FLUSH AND RUN CONCEALED IN C -22 - - - - - Lo 6 A 1.50 DISHWASHER 9 10 GARAGE GFI OUTLETS #12 . FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN /NOTED OTHERWISE. 1 /2 " 20 1 150 N N 3W _ N v 26 w ~ z ox r 1 12 EXIST, WALL A/C DN. C T r 0- w p w +- 1 12 1 2 20 1 1.50 W c 23 C -23 <~ N O I N 1.50 EXIST, WALL A/C # / 7 WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT 1.50 c - C I REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE EXIST. WALL A/C 13 14 SMALL APPLIANCE #12 1 /2" 20 1 1.50 SD c -30 N N I I I Q a w _ COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED 1.20 15 GEN, LTG. /RECEPT. 15 16 SMALL APPLIANCE 12 1 2" 20 1 1.50 c- N C-2s �- - - - - - z J � r cl AREAS. 1.20 17 18 C -24 N N 0 Lo immlIi 8 INSTA POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR 1.20 19 20 RANGE /OVEN # 1" 50 2 12.00 E C -23 C 22 AIR CONDITIONING SYSTEMS AS SHOWN /NOTED ON THESE DRAWINGS AND PER OTHER 1.20 21 22 GEN, LTG. /RECEPT. #12 1/2' 15 1 1.20 APPLICABLE DRAWINGS / INSTRUCTIONS. SEE AIR CONDITIONING DRAWING. N 1.20 23 24 1.20 c - N 10 . ALL CONDUCTOR SHALL BE COPPER. c - 22 9 ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 1.50 BATH RM. GFI OUTLETS 25 26 1.20 27 28 1.20 N O N 8.80 2 40 3/4" #8 EXIST, AHU /HTR, #1 11 . ALL MATERIALS SHALL BE U.L. APPROVED. 29 30 1.20 C -,3 O O c -24 c -22 C -26 c - 26 N E W N 12 . CONTRACTOR SHALL SEAL ALL FLOOR OPENING WITH A FIRE SEAL SIMILAR TO 'OZ' 7.00 2 35 3/4" #8 NEW AHU /HTR, #2 31 32 EXIST. C.U, #1 # 3/4" 30 2 3.80 E M A S T R FLAME SEAL. 33 34 NEW B A c -zz 13 . SEE ARCHITECTURAL DRAWING FOR INFORMATION CONCERNING EXISTING CONDITIONS, 35 36 SPARE 1.00 M A S TE ROOM N 3.80 2 30 3/4" #101 NEW C.U, #2 � N NEW WORK AND COUNTER DETAILS. 1 37 38 SPACE c -24 C -24 C -24 14 . NEW TYPEWRITTEN PANEL TALLY SHALL BE FURNISHED AFTER JOB IN COMPLETED 1. SPARE 39 40 SPACE E N E E REFLECTING ALL CHANGES AND ADDITIONS. SPACE 41 42 SPACE N o 3 22 0 , 00 C-21 32.70 c -2, � •' ATION GRADE WITH PLASTIC COVER PLATES EQUAL 36.30 TOTAL TOTAL Q�/� /y, 15 ALL WIRING DEVICES TO BE SPECIFIC E E , V TO LEVITON 53500 SERIES (SWITCHES); 5252 SERIES (RECEPTACLES). WTOTAL LOAD : 69,000 VGA - -- 288 AMPS, DEMAND LOAD: 45,780 VA - -- 191 AMPS TO FLOOD LIGHTS 16 . ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. LOAD CALC.: OA /C LOAD (100 %) - -- 20,300 VA FEEDER: EXIST, 3 #3/0 THHN, CU, IN EXIST, 2 °C, FIELD VERIFY AT PATIO BALCONY 1ST 10KVA @ 100/;---- 10,000 VA 17 FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED. REST (407) - -- 15,480 V 18 . A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT - TOTAL LOAD BASED ON HVAC IN HEATING MODE, SPECIFIED ON CONTRACT DRAWING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL III II \\ II � Imo' L O 0 WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE Illl O u u �l u O 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. L E C T [� C A L PLAN � 19 . CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES IN OTHER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER CONTROL /� pp _ CIRCUIT WIRING AND RACEWAY AS SHOWN ON THE AIR CONDITIONING DRAWING OR S C A I!_ E : / 9 s 1 - O 9 (� , ) SPECIFICATIONS. IF AIR CONDITIONING IF DRAWING REFER TO MANUFACTURERS t� �J WIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL pppp REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. Q 20 . RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. 0 21 . THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION OF ELECTRICAL SERVICE. THE c -e c - c -z1 z1 ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. GFI N N 22 . ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. N N N C -16 C-1 4 C -16 23 . ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. c - NEW ` I l t �G� GFI Dw �� �/ /��� -- �,. 24 . EXACT POINT AND METHODS OF CONNECTION SHALL BE DETERMINED IN FIELD. " / Q ,� - KITCHEN 25 ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. ELE C TRI C A L � E G E N D r _ -- c -2z � � S O O �� 26 . ALL ROUGH IN DIMENSION ARE TO CENTER LINE OF DEVICE UNLESS OTHERWISE NOTED. o C-22 c - 0 SIN �.�. 27 . ALL EXTERIOR SURFACE MOUNTED LUMINARIES, POSTS, POST TOPS, POLES AND AREA GLE POLE TOGGLE SWITCH - O � � LIGHTING LUMINARIES TO HAVE FINISH COLOR TO MATCH ARCHITECTURAL WIN EXIS T. ELECTRICAL C -6 FRAME COLOR UNLESS OTHERWISE SPECIFICALLY NOTED. TO FLOOD LIGHTS EXIST. C -22 C -22 C -22 THREE - WAY SWITCH C -21 AT EAVE C -8 PANEL ETER GFI C -16 N 3 EO WP,GFI N C -14 N O � QUADRUPLEX RECEPTACLE - + 18" c -21 LL� E C -i4 N N N DUPLEX RECEPTACLE -+ 18 i 4 c 5 c -14 In � DUP " W/H 3w c -1 fl _ c -1s SINGLE RECEPTACLE - i C -1 UTILITY N EXTERIOR HOUSE WALL INTERIOR HOUSE WALL O NEW JUNCTION BOX _ ROOM O O C -19 DINING ® SPECIAL PURPOSE OUTLET C -15 N 19 AREA 3 N C -19 N TELEPHONE OUTLET - GFI EXISTING C E E 15 C -1 2 9 C -15 C -17 PANEL "C" 3 #3 /DTHHN, 3 #3 /OTHHN 240V, 10, 200A SD SMOKE DETECTOR (CLG. MTD) 125 V, WITH N N E 0 CU. IN 2 "C. CU. IN 2 "C. M.C.B. BATTERY BACK UP CONNECTED NEAREST RELOCATED N (AIC:10,000) . EXIST AC KITCHEN OR BATHROOM LIGHTING NEV1I EXISTING FP &L METER COMPRESS R (REPLACE W/ UNSWITCHED CIRCUIT. ALL SMOKE NEW POWDER FIELD VERIFY - NEW IF EXIST DETECTORS SHALL BE INTERCONNECTED 2P - 35, ROOM C -19 120/24OV, 10, 3W IS FOUND TO TO SOUND SIMULTANEOUSLY NEMA 3R NEW 240V, 200A BE DIFFERENT.) C -31,33 N I NEW CLOSET Q M.C.B. (NEMA 3R) HEATER MOUNTED AT EXTERIOR WALL I UNDER STAIRS AI C: 10,000 0 ELECTRIC PANEL - SURFACE MOUNTED G.F.I. GROUND FAULT INTERRUPTOR N (T� U V) c -10 � C-1 s WID WEATHER PROOF EXISTING GFI O C -17 GROUND LEVEL ' <�N ❑-' DISCONNECT SWITCH GARAGE N O N Ld 0 1#4 CU. GROUND WIRE TIED TO M.C.W.P, TO c -32,34 E (2) 5 /8 "OX1O'L CU. RODS DRIVEN INTO GROUND ELECTRIC MOTOR 2 EM OA R ® Q C -21 E MIN. 6' -0 "APART AS SHOWN, AND TO NEW w n- STRUCTURAL STEEL IN FOUNDATION. O LIGHT FIXTURE DESIGNATION LIVING 0 EXIST. 3 #3/0 THHN CU. IN 2 "C. NEW A.0 C -23 AREA Q FROM FP &L SERVICE POINT. - Q TELEVISION ANTENNA OUTLET COMPRESSOR 0 � � z NEW STAIRS FIELD VERIFY / PROVIDE NEW IF 0, ® L Ljj EXISTING IS FOUND TO BE DIFFERENT. s -o " MIN. STRUCTURAL STEEL 0 INCANDESCENT FIXTURE - WALL MOUNTED TO PAT!0 UP TO 2ND W W () IN FOUNDATION OF FLOOR O V) NEW ADDITION AREA E-6-1 C -10 N 0- L � ( ) FLUORESCENT LIGHT FIXTURE N 0- V T j .e FLUORESCENT STRIPS UP C -17 E GFI c E7 N N N C -17 E DENOTES EXISTING ITEM C_10 3w 3W N DRAWN M.M. g METER E E C -21 TO STAIR CHECKED NEW ENTRY LIGHTS C - 21 M.A.C. DOOR N DATE ELE CTIROCd ® RIS D�/\GRAM 2SCALE2 DO N .T.S. AS SHOWN R S ELD ST FL JOB N O. 02 ELECTRICAL PLANK SHEET SCALE: 1 �- " _ ' - O 99 �; OF SHEETS 7 REVISIONS BY OWNER SUBMISSION GENERAL ELECTRICAL NOTES 3 - 1 - 02 1 ALL WORK SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, E AE ® T �- SOUTH FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES AND STANDARDS. C -14 E C -11 C -14 o E C 15 C -15 C -12 E C -15 2 . a) THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS AND CIRCUITS USE AMPS E BOXES REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH EXIST. E E N.E.C Q, WATER HEATER 15 .0 EXISTING E3W E EXISTING b) WHEN CONFLICTS ARISE IN LOCATIONS WIRING DEVICES, ELECTRICAL EQUIPMENT, Cl UC 2 DISCONNECTS, PANELBOARDS, ETC. DUE TO FIELD CONDITION OR IMPROPER FIELD Q DRYER 15.0 BEDROOM C -7 [: 3 '`" BEDROOM COORDINATION CONTRACTOR SHALL BRING IT TO THE A / E's ATTENTION AND AT NO EXTRA C 3 & q E C -16 E C -16 TO EXTERIOR COST RELOCATE, AND OR EXTEND WITHIN A REASONABLE DISTANCE SUCH ITEM WHICH IS IN CONFLICT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF C - 5 WASHER 4.5 FLOODS AT EAVE ALL COMPONENT PRIOR TO ROUGH IN WITH ALL TRADES NO EXTRAS WILL BE ALLOWED R E E R . 3 c - FOR FAILURE TO DO SO. C -6 c -14 15 3 THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING C -7 BATH HEATER 3 E EXIST. E THE SITE PRIOR TO COMMENCING / BIDDING WORK. R E C E P TS & LIGHTING 3 A/C C - 8 E C -17 C -15 4 THE CONTRACTOR SHALL SATISFACTORILY REPAIR /REPLACE EQUIPMENT OR PART OF STRUCTURE DAMAGED AS A RESULT OF HIS WORK. SURFACES AND FINISHED AREAS C- R E C E P TS & LIGHTING 3 ------ - - - - -- SHALL BE RESTORED TO MATCH ADJACENT AREAS. 5 APPROVAL SHALL BE OBTAINED FROM AN STRUCTURAL ENGINEER PRIOR TO CUTTING OR C 0 KITCHEN APPLIANCES 4.5 DRILLING ANY STRUCTURAL SUPPORT MEMBER. " RM.UNITS ( 11OV.) @6 18.0 W C 11,12,13 A/C - - - - "- - " - - - -- W N N Q �� I 6 ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND RUN CONCEALED IN @ 3w DN. " � i I J ~ L " FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN / NOTED OTHERWISE. C-1 4 R E C E P TS 8c LIGHTING 3 9.0 a m ~ N Lu N N WpOf �~ "° r 7 WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT C C - 2 0 SPARES @ 3 12.0 N I " I " I " � U a _ °' _ REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE I I I � _ COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED RANGE (3) #6 1 N 1 " CONDUIT. 3 6.0 I �— — — — — — zQ -� Q Q w � M AREAS. _ C - N N 0 I a E n 8 . INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR TOTAL 126.0 AMPS AIR CONDITIONING ITIONING SYSTEMS AS S HOWN NOTED ON THESE DRAWINGS AND PER OTHER SHOWN/ NOTED APPLICABLE DRAWINGS / INSTRUCTIONS. SEE AIR CONDITIONING DRAWING. 0 N 9 ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. O -- 10 ALL CONDUCTOR SHALL BE COPPER. N 1 1 . ALL MATERIALS SHALL BE U.L. APPROVED PANEL 20 PLUG FUSE TYPE WITH RANGE PULL OUT C -6 E t� NEW N 12 . CONTRACTOR SHALL SEAL ALL FLOOR OPENING WITH A FIRE SEAL SIMILAR TO 'OZ' AND 150 AMP MAIN PULLOUT NEW —0- M B A H R FLAME SEAL. N 13 . SEE ARCHITECTURAL DRAWING FOR INFORMATION CONCERNING EXISTING CONDITIONS SERVICE (3)# 2 /0 I N 2" CONDUIT c -10 MAST ROOM N NEW WORK AND COUNTER DETAILS. E E C ALL WIRING SHALL BE IN EMT. E 14 NEW TYPEWRITTEN PANEL TALLY SHALL BE FURNISHED AFTER JOB IN COMPLETED N � 3 REFLECTING ALL CHANGES AND ADDITIONS. MINIMUM CONDUCTOR # 12 3. 15 ALL WIRING DEVICES TO BE SPECIFICATION GRADE WITH PLASTIC COVER PLATES EQUAL E E TO LEVITON 53500 SERIES (SWITCHES); 5252 SERIES (RECEPTACLES). C -9 C -9 TO FLOOD LIGHTS 16 . ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS AT PATIO B A L C N Y 17 FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED. C EQUIPMENT IPMENT WIRING BREAKER AND FUSE SIZES ARE BASED ON A C EQUIPMENT 18 . A - --� / Q / SPECIFIED ON CONTRACT DRAWING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL _ c R R F ED � ST F L 0 � R WIRING B R ACCORDANCE WITH A C EQUIPMENT NAMEPLATE REQUIREMENTS FUSES SIZES I N BREAKER A N EE DRAWINGS, AS WELL AS ANY NTS IF DIFFERENT FROM THAT SPECIFIED ON DRAW ' 1 T D , F UJI DER CHANGES BEING AFFECTED BY THIS CHANGE CONTRACTOR SHALL MAKE ABOVE E -� MENTIONED CHANGES AT NO EXTRA COST. C T R CAL P i —_ 19 CONTRACTOR SHALL COORDINATE ALL HIS WO RK 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 C A L E : 1 14� ; ==_ 1 -®0 SPECIFICATIONS. IF AIR CONDITIONING ' I NING IF DRAWING REFER TO MANUFACTURERS � 0 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. 0 21. THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION OF ELECTRICAL SERVICE. THE - N N N ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. P 22 ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. O N N '' 23 ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. - p p -- NEW 24 EXACT POINT AND METHODS OF CONNECTION F L� N SHALL BE DETERMINED IN FIELD. �FI I - Y s 1� (/ ELECTRICAL LEGEND KITCHEN I DW N . 25 ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. `' I u - - -- 26 ALL ROUGH IN DIMENSION ARE TO CENTER LINE OF DEVICE UNLESS OTHERWISE NOTED. 2 7 ALL EXTERIOR SURFACE MOUNTED LUMINARIES, ° O �, 1' 0 0 POSTS POST TOPS , POLES AND AREA SINGLE POLE TOGGLE SWITCH FLOOD LIGHTS ❑ LIGHTING LUMINARIES TO HAVE FINISH COLOR TO MATCH ARCHITECTURAL WINDOW EXIST. CTRI TO FRAME COLOR UNLESS OTHERWISE SPECIFICALLY NOTED. THREE — WAY SWITCH AT EAVE PAN. EXIST. GFI N C- METER 3 E N 0 N - -.. q v--- I QUADRUPLEX RECEPTACLE - + 18 E � Ln � DUPLEX RECEPTACLE - + 18 „ 3W W,` c E N N -1 &z N ° EXIST. ' T.' EXTERIOR HOUSE WALL 0 SINGLE RECEPTACLE - � LI TY PANEL � _ INTERIOR HOUSE WALL J ROOM NEW JUNCTION BOX Nor - 0 - c -8 O DINING ® SPECIAL PURPOSE OUTLET AREA 3 N N ® TELEPHONE OUTLET - cFl c -a N ® C -8 r SD SMOKE DETECTOR (CLG. MTD) 125 V, WITH E E N x r` BATTERY BACK UP CONNECTEM NEAREST RELOCATED NEW tXIST. AC ok, �.. =tt p� r } �r n ..: KITCHEN OR BATHROOM LIGHTING I NEW FPL METER MAIN PANEL UNSWITCHED CIRCUIT. ALL SMOKE COMPRESS R NEW POWDER A/C COMBO, 1 PH, "A” DETECTORS SHALL BE INTERCONNECTED ROOM TO SOUND SIMULTANEOUSLY .:. ..,�..: w.. 120 240, r 2P -150 A M. BKR f j " I ' NEMA 3R NEW CLOSET HEATER I UNDER STAIRS (� 4 ELECTRIC PANEL - SURFACE MOUNTED 3 #1 IN 1 1/4" C G.F.I. GROUND FAULT INTERRUPTORk. ��_,.w.., y ,. ... U V) GROUND LEVEL WP WEATHER PROOF O O GARAGE " _ ; D' DISCONNECT SWITCH O E ELECTRIC MOTOR c _ a E ,_ , _ .., .. Q . _ NEW O LIGHT FIXTURE DESIGNATION LI i W A.0 AREA V) Q 1 #6 IN 1/2"C TO COMPRESSOR CPW AND (2) 5/8 "DX10' a TELEVISION ANTENNA OUTLET NEW STAIRS ..:` `, LONG CND. DRIVEN GALVANIZED UP TO 2ND :.: {s ® � STEEL RODS 6' APART MIN. O INCANDESCENT FIXTURE - WALL MOUNTED TO PATIO FLOOR 0 ® Z " 0 FLUORESCENT LIGHT FIXTURE N c -a 5 , 1 TO FPL. SERVICE UP LL # S 4. ' FLUORESCENT STRIPS E E - C -a P01N N E DENOTES EXISTING ITEM E 3W 3W N N N DRAWN — g METER M. M. E E TO STAIR CHECKED NEW ENTRY LIGHTS M.A.C. DOOR N DATE E L E C TR C A L RR' ISER DIA GRAM 2 SCALE AS SHOWN N.T.S. GAVILA R P E D O FE — D 02 JOB NO. �_ T I P CONSULTING ENGINEERS,WC. . CERTIFICATE OF AUTHORIZATION # 8464 n SHEET STATE REGISTRATION P.E. 00481$1 E L I C A L P L A 8560 N.W. 169 TERR. MIAMI u N I FLORIDA. 33016 Ph: (305) 828- 5205.FAX(305)828 -6484 megaelec@belisouth.net /� 39 9 9 SC 1/ 4 1 - ® OF SHEETS - - - - - - -- -- '1 t o o , o � - N93�3H C3,VO,0N! Ajj1Vo631C33S ON �� M 81 �C � � NCk ltl ��� 3V 3C 3003 }? P 381 Hl rA OT c : c ! ";� M OTH 3 , is - .HS 1 sifts °t ! l v SE �.:� , ��r� rt rw`a a� 3E" V0I80 33 F€g =,IGS 3Hl Hli S v 1 U. VOW Sl1HS3s 80 30 C HCC C3 S3H1 i�3lS �3 CN S31lnSSV 35VIIIA S38C cn 'SHC 1HC3 CNT 5331 s a r� ri KLNMC GNV 31431 33 �b HAi J;� Br lid CC tll . 1291S Z �� 1 ®r 4; _ n IT :. rn � l �33C'0Gia f � ' m Br 4 JilEf 4� m 13 eW Ti8illon Us Q3AQSM 31VO 03 08ddV _ Z00 E nr GI N 333 JjVdWj ]QQHQS 3 13_ oN 2 1 D VVV Yt< ll 0..5 P R N O Ski' x 1 �0 � i+ 3 �,,:� 3 ge.E - - f g �Aa.3:. v t + r E 1 0 V� 7 M'AMI SWJRE"S VfLtM I 1 AF'MED By 8c, 00000. DATE ZONING STRUCT�JRAL h W IN"G MEMYCAL -Q W LDG. GFRCA JlJL 2 SUpJECT iQ CG �c t' "ti td `}? Aq FE, ;I S R Atli} CEi4:iiT v J. [` gg j( R tli JfIVY \EJ' 'ii ?Li.+k'a!t /4 Y.i;,tGTs No ��'a3i"'yBIL (f!G13 FVR (t1JStU1{Acy ' COMP ARCE lffEj Tt!C ? ClfREhx ( E• } Jt'�cie .��'s+' fn i{�} f4� �1 ,B. fk J'.JJ d a �. zf4 UfJ�lwi.tJ v G r!J ttt�(�7" . /+i l � A g ni6 i s ° i'Ff E: ° {{ �:QW T 4 uu ED i �E l',R WILDE f { I{��'d'sNRAC ORt:' ARE - ,u - J�W�� C� N Tur Sf?atefaL.w Cr i F 1�jF $VI44JiNS REGULATIONS W+€E R is s t $ EJMALLY c E3#CA EQ iitR EBM. i ,J 1 REVISIONS BY FREDERICK RESIDENCE 500 N.E. 90TH STREET MI REVISION 9 -3 -02 MIAMI SHORES, FLORIDA PERMIT REVISION ®12 -10 -03 PERMIT REVISION EXISTING USE: RESIDENTIAL 1 ST FLOOR 188 S.F. 1 -20 -05 GENERAL NOTES: (CONDITIONED) 2ND FLOOR 1,224 S.F. BATHROOM REVISION 36' R0O ® 9 -1 -05 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING TOTAL 1 412 S.F. BELO 14 5 6\, A.THESE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS). (UNCONDITIONED) GARAGE 390 S.F. B.SOUTH FLORIDA BUILDING CODE. LATEST EDITION. (UNCONDITIONED) PATIO 807 S.F. CALL APPLICABLE STATE AND LOCAL CODES ORDINANCES AND REGULATIONS. D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE UNDERWRITERS PROPOSED USE: RESIDENTIAL 1ST FLOOR 995 S.F. (184 S.F. NEW ADDITION) w 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE (CONDITIONED) 2ND FLOOR 1,224 S.F. ( ) O THE RESPONSIBILITY OF THE SUB - CONTRACTOR. NOTED DIMENSIONS ARE PRECEDENT OVER SCALE TOTAL 2,219 S.F. 12 -10 -03 0 EXIST. I COMMENT 2 NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE UNCONDITIONED GARAGE 390 S.F. BATH 3. THE GENERAL N ( UNCONDITIONED) JOB UNLESS OTHERWISE NOTED OR SHOWN. I 101 gy EXISTING ® m ~p 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE I 2 a ~ `� �'� ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A BEDROOM O I I w l c��OC DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT I ® 101 a U) CL FOR PROPER ADJUSTMENT S -2 Y Q Q Z� BEFORE PROCEEDING WITH THE WORK. Q to GROSS LOT AREA: 8,883 S.F. I M� Q N M I Lo 5. ALL CONDITIONS AND ALL APLICABLE REQUIREMENTS OF THE BEDROOM O - - -- E I STI N G I I CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALL DATA EXISTING PROP(SE[� r SECTIONS OF THE SPECIFICATIONS. I 101 I EAST SETBACK 8' -0" EXISTING lo 3 O 6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE SOUTH SETBACK 58; -0�� EXISTING ( 4 S -Z CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR NORTH SETBACK 25 EXISTING I S -2 ^ rF - CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS WEST SETBACK 8' - 10" EXISTING ' - -- - - - - - -- CLOSET THAT ARE SHOWN. N. - - -- - - - -- I ^I I BUILDING HEIGHT ROOF 20 1 107 7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED EXISTING O ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF AT i � SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY - - - - - - - - - - - - - - O BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR LEGAL DESCRIP 1 AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK I 5 NEW CAUSED BY HIS OPERATION. I S - O S E T I S lo oo 8. DISCREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELFWITH THE BLOCK "K" EL PORTAL SEC. #4 8 107 12 -10 -03 I R O P O S E D PROJECT THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS, I NEW COMMENT # I SO AS TO THROUGHLY UNDERSTAND THE WORK. ANY AND ALL I MASTER ROOM ol I DISCREPENCIES AND OMMISSfONS SHALL BE REPORTED TO THE ARCHITECT C14 2 N D F LO 0 R PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY S ®� W O RK 106 NEW M ASTER ol OF THE CONTRACTOR TO INSURE THAT DISCREPENCIES AND OMMISSIONS I BATHROOM U ARE REPORTED AND CLARIFICATION OBTAINED. 1. NEW KITCHEN LOCATION ( 108 I SCALE' 1 /LB- " - 1 O Ld 9. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE 2. NEW INTERIOR STAIRS © I Z �/ WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE 3. NEW MASTER BEDROOM AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION, Ld COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY I I I p ® DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR ® �I SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL I COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE CONTRACTOR. � BALGrONY I 10. OMMSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE EXIST. 4' - CHAIN LINK CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR TO REMAIN CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR 181 17' - 2 " ��� 3' - 2 " ,��3 -4" �� 10' - 0 " CONDITIONS THAT ARE SHOWN OR NOTED. NEWT 4' - 8 -9 -02 HT. WALL 11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT ,_ E <� PRIOR APPROVAL BY,.,THE ARCHITECT AND STRUCTURAL ENGINEER. 36 MIN. 5' SETBACK FROM EXSI SEPTIC , „ >, 12. ALL MATERIALS USED- SHALL BE NEW AND DELIVERED TO THE JOB IN PROPERTY LINE ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. FOR DRAIN FIELD TANK DRAIN � IELD I e,: ®� 7 -25 -0 TO BE EMOVED. NEW J � � `I` 13. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. TANK & FIELD I THE . SAME LOCATION © I ® = 14. THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES OR OPENING E IS DRAIN FIELD ` TRUE AND OF THE PROPER SIZE OF HIS OWN WORK, OR CUT SAME IN MIN. 5' -0" SETBA K N E EXISTING WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS FROM PROPERTY LINE E . +11.3 NGV 7 - 5 - - - -- KITCHEN A D I TI ON OWN WORK OR OTHER CONTRACTORS WORK, CONSULTING WITH OTHER FOR DRAIN FIEL 1 Dw 184 S. 0 0 0 PROPER LOCATION AND SIZ OF 12 -10 -03 � SAME . IN CASE OF HIS FAILURE TO LEAVE OR CUT SAME IN THE PROPER I CONTRACTORS CONCERNED REGARDING E !V W I ELEV. +11. NGVD 7 25 -02 I RELOCATED W Lo E HE SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO > NEW 3 -0 X5 0 SINK NDOW O ® O O COMMENT #2 PLAC Q Q EXCESSIVE CUTTING SHALL BE PERMITTED NOR SHALL ANY STRUCTURAL EXIST. SEPTIC TANK O MEMBERS BE CUT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR I ELEV. +11.3' NGVD 10 ll NEW 3 SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION OF ALL WORK OF SEPTIC X 10' ANK H HIS TRADES PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE WORK OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER NEW KITCHEN © ': �� WEST SETBACK SEPARATE CONTRACT BY THE OWNER. 7 -25 -02 Q Ld 1ST NEW 1 1 OR A T . ' -0" SIDE • ° ° "' 15. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS '_ ' M Z SETBA K COMMENT # a ° WORKMAN -LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE CROWN F ROAD � 188 S.F. XIST. ELECT. .F. PANEL APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR EXISTING 32 G +10. r SHALL CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY ELEV. EXIST. RESIDENCE CROWN OF ROAD UTILITY ROOM DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL EXIST.WAT R i ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL E IS GARAGE ELEV. +1 .55' NGVD METER ELEV. +10.43' NGVD - I ELEV. +11.5' NGVD DINING WIN OW GLASS AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER ELEV. 1 55 NGVD EXIST. ST IR ANDI 104 F E ACCEPTABLE TO THE OWNER. SIDEWALK TO BE REMOVED EXIST. 16. THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS * '•. ' W/H 1 3 ® c� z ACCEPTABLE TO THE OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM I NEW 3' -0' WIDE RELOCATED O O FOR A PERIOD OF NO LESS THAN (1) ONE YEAR AFTER DATE OF NEW " SIDEWALK EXIST. AC 2 e Z 1. ACCEPTANCE OF WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR 20' - WI COMPRESSOR NEW ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE DRIVEWAY NEW 3' - 0 WIDE A/ REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE '� _ PLANTER s -2 J I OWNER. NEW :<.�:.,..:�:�.� I N BATHROOM I Q r Q 17. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT / 2' - 0" FLARE .r�: ° • ;- 12 ZONING MOVED UNDER (� ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIONS AT DRIVEWAY 8 4 STAIR 2 AND SPECIFICATIONS •'� :• COMMENT #4 I I Q (A ." ® O BATHROOM REVISION BLOCK UP W MAX. NEW SIDEWALK 102 ES GNATED BY THE 0 18. SHOP DRWINGS AND SAMPLES FOR ITEMS D O I T H NEW 4 ARCHITECT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. 24' -0" WIDE W /6" CONC. SLAB N ® 9 -1 -05 NEW MIDDLE O 01 DRIVEWAY CUT CROWN OF ROAD DECORATIVE EXISTING LIVING SECTION C� e LL 19. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL - N.E. 90TH ST. ELEV. +10.48' N VD WALL GARAGE AREA 1 OF THE WORK ARE COMPLETED EXCLUDING ALL FINAL PUNCH LIS ITEMS, w l ELEV. +11.5 NGVD • d Q REGARDLESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELLING ®1 -20 -05 101 �f S_ (� '� 20. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN O Ljj O - COSIDERATION UNLESS THEY ARE IN WRITING AND SIGNED BY THE N ARCHITECT, THE CONTRACTOR AND THE OWNER. NEW A.0 ® s_2 NEW STAIRS ® -� -� � All 1 1. UP TO 2ND COMPRESSOR 12 -10 -03 21. "THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTIO COMMENT # FLOOR NEW OF BUILDINGS" OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT _ ® WINDOW DRAWN A -201, LATEST EDITION, ARE HEREBY MADE PART OF CONTRACT S�TE P L A N 0 6 11.5 N. G. V. D. M. M. DOCUMENTS, THESE GENERAL NOTES, SPECIFICATIONS AND CONTRACT 1D 4 I CHEC BETWEEN THE OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER 9 -3 -02 S-2 M.A.C. THE " GENERAL CONDITIONS" IN THE EVENT OF A CONFLICT. "=20' S 2 DATE SCALE: 1 0 2 -20 -02 22. AIR CONDITIONING AND VENTILATION PERMIT BY MECHANICAL 0 3 SCALE CONTRATOR. �y As SHOWN 1 S T � JO N O. 02 SHEET f I NEW ENTRY SCALE` 1 DOOR A 11 1 OF 3 SHEETS -I REVISIONS BY PERMIT REVISION 9 -3 -02 ELECTRICAL SYMBOLS GENERAL ELECTRICAL NOTES LETTER SYMBOLS E E E E E ER 812-10 03VISION - ALL ELECTRICAL WORK PERFORMED UNDER THIS CONTRACT SHALL E - EXISTING TO REMAIN E -26 E -13 E -26 iQr O E E -28 E -12 E - PERMIT REVISION COMPLY WITH LOCAL CODES AND ORDINANCES AND ALL STANDARDS ER - EXISTING RELOCATED E 5 ®1 -20 -05 - DUPLEX RECEPTACLE -MOUNT 18" A.F.F. UNLESS OTHERWISE NOTED OF CONSTRUCTION ESTABLISHED BY THE OWNER. (SHOWN IN NEW LOCATION) EXIST. E E -28 BATHROOM REVISION 15 AMP - /120 VOLT SUBMIT SHOP DRAWINGS FOR ACCEPTANCE BY THE ARCHITECT N - NEW DEVICE TO BE INSTALLED BEDROOM BATH ® 9 -1 -05 AND /OR ENGINEER BEFORE PROCEEDING WITH THE PURCHASE OR E BEDROOM E INSTALLATION OF THE EQUIPMENT AND MATERIALS. NO FACSIMILES EXISTING TO REMAIN - DUPLEX RECEPTACLE -SW -MOUNT 18" A.F.F. UNLESS OTHERWISE NOTED OR FACSIMILE COPIES SHALL BE ACCEPTED. ALL DEVICES ARE NEW UNLESS OTHERWISE E E -26 15 AMP /120 VOLT INDICATED BY SYMBOLS ABOVE. %L�0 EXTERIOR EF - ALL CONDUCTORS SHALL BE THW OR THWN COPPER. ALL EXPOSED FLOODS AT CONDUITS SHALL BE RUN AS NEAT AS POSSIBLE. P.V.C. CONDUIT * ALL EXISTING RECEPTACLES IN BATHROOMS, OUTDOOR E - G.F.I. RECEPTACLE - VERIFY MOUNTING HEIGHT OR WITHIN 6" OF SINKS SHALL BE REPLACED WITH NEW EAVE E -26 %L (S)CONTRACTOR TO VERIFY AND PROVIDE ALL NEW AND 15 AMP 120 VOLT SHALL ONLY BE USED IN SLAB OR UNDERGROUND AT A MINIMUM G.F.C.I. TYPE, LEVITON # 6598 -1 OR EQUAL. a E E EXISTING SMOKE DETECTORS CIRCUITS TO BE EXTENDED AMP/ 120 DEPTH OF 24 INCHES. E F D TO AFC CIRCUIT BREAKER SERVING BEDROOM LTG 120V AC -QUAD RECEPTACLE -MOUNT 18" A.F.F. UNLESS OTHERWISE NOTED FLEXIBLE CONDUIT SHALL BE USED FOR CONNECTION TO ALL THE EXISTING BRANCH CIRCUIT NUMBERS SHOWN ON THIS PLAN PLAN E -28 WITH BAT BACK UP. ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL RE -USE ALL ER T SUCH MOTORS, ETC E -26 15 AMP /120 VOLT VIBRATING EQUIPMEN SUH A . POSSIBLE EXISTING BRANCH CIRCUITS SERVING THIS AREA. PROVIDE QS AS -BUILT DOCUMENTS TO REFLECT ACTUAL CIRCUITS USED. PROVIDE E -22 EXX��SS E E -28 ALL WIRING DEVICES SHALL BE LEVITON "DECORA" SERIES OR EQUAL NEW TYPED PANEL SCHEDULES DIRECTORY REFLECTING EACH RESPECTIVE - -- A.H. /11 20 AMP /120 VOLT - SINGLE RECEPTACLE - VERIFY MOUNTING HEIGHT AS APPROVED BY ARCHITECT OR ENGINEER. COLOR SELECTED BY BREAKER USED. E -26 60 E -28 E �f ARCHITECT. 2 F( *) E -27,29 E -23 - DUPLEX RECEPTACLE - CEILING MOUNTED. VERIFY EXACT LOCATION - ALL RECEPTACLES SHALL BE INSTALLED AT 18" A.F.F. UNLESS N E -22 j 15 AMP /120 VOLT OTHERWISE NOTED. E -30 N E -23 N N O O E -22 S ELECTRICAL POWER AND CONTROL WIRING FOR HN.A.C. AND N tD MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE OO N N - EQUIPMENT RECEPTACLE -MOUNT 18" A.F.F. UNLESS OTHERWISE NOTED ELECTRICAL CONTRACTOR. w � Li VOLTAGE AND AMPACITY AS PER PLANS - -_ -- ----- -_ - - -- E -22 E -23 CLOSET N N N w (If 00 HN 5 AMP /120 VOLT -MOUNT 44 - ELECTRICAL CONTRACTOR SHALL VERIFY THE CEILING FINISHES AND 23 DN. --------- - - - - -- -- - - - - -- a r' " A.F.F. UNLESS OTHERWISE NOTED Q SUSPENSION SYSTEMS FOR SELECTION OF THE PROPER TRIM AND o w 4 - I -1 SUPPORT ARRANGEMENTS OF THE FIXTURE. N E -23 � z of CONTROL PUSH BUTTON N E -30 C EXACT LOCATION, v v rn M Q -MOUNT 44' A.F.F. UNLESS OTHERWISE NOTED - ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE E -22 N ASPER NEC- 410.(4d) D - SWITCH d Q -------------- - - - - -- S E -25 w- ARCHITECT BEFORE ROUGH INSTALLATION OF LIGHTS, RECEPTACLES, O Y z - ro M 3 15 AMP /120 VOLT 3= 3 =THREN -WAY M = 20 A, MOTOR RATED SWITCHES AND EQUIPMENT FOR EXACT LOCATION. N cq 4 = 4- WAY D= 1.2 KW DIMMER N E -22 I - ALL SMOKE DETECTORS SHALL BE INTERLOCKED, SERVED FROM BEDROOM '7- TELEPHONE OUTLET - VERIFY EXACT LOCATION LIGHTING BRANCH AND SHALL BE INSTALLED AT LEAST 36" ANY HVAC E -24 N z ) 30 E -30 r DIFFUSER GRILL AND PROTECTED BY AFC BREAKER E -30 NEW E -22 N EQUIPMENT MUST BE U.L. APPROVED. - TELEVISION OUTLET - VERIFY EXACT LOCATION - ALL ELECTRICAL E MASTER ROOM NEW 4 A Q Q CLOSET - DISCONNECT -SIZED AND FUSED AS PER EQUIPMENT - BEDROOM BRANCH CIRCUITS MUST BE PROTECTED WITH "AFC" 12 -10 -03 TO LIGHTS N NAME PLATE RATING TYPE BREAKERS AS PER NEC - 210,12 N COMMENT #7 FIRST FLOOF E.F - CONTRACTOR SHALL PROVIDE AT EACH ELECTRICAL PANEL NEW MASTER O -SMOKE DETECTOR DETECTORS SHALL BE INTERCONNECTED TO SOUND WITH A PERMANENT INDEX AND SERVICE MAIN IDENTIFICATION E E -11 E -25 BATHROOM SIMULTANEOUSLY - LUMINARIES FIXTURES IN CLOTHES CLOSETS TO COMPLY WITH NEC - 410.8. N -ALL LUMINARIES FIXTURES AS SELECT BY OWNER EXACT LOCATION E -30 O CEILING MOUNTED LUMINARIES. WITH ARCHITECT E -24 E -24 E -22 0 -WALL MOUNTED FIXTURE E E -24 E -8 E E N E EE - OUTDOOR FLOOD LIGHTS, 100 WATT PAR38 LAMPS E E E .P .P - EXHAUST FAN TO FLOOD LIGHTS AT PATIO O CEILING FAN (CONTRACTOR TO PROVIDE BRACED JOINTING BOX) ICI AS PER NEC -314 R 0 P 0 S E D 2 N D F L O 0 r p^� D % Il-IL �z o� O V.P SHOWER V.P. (VAPOR TIGI+UR WET LOCATIONS) E LE CTF 'R R � CAL P LAN I-- O cn SCALE: 1 4" = 1 ' - O" 120 / 240 V, 1 PH, 3 W EXISTING PANEL E TYPE: GE MAIN: 2P -200 A M.C.B. 10 KAIC MOUNTING: EXISTING TO REMAIN CIRCUIT POLE VOLT AMP. WIRE COND. WIRE COND. VOLT AMP. POLE CIRCUIT DESIGNATION AMPS. A B SIZE SIZE A B AMPS. DESIGNATION PANEL "E" LOAD ANALYSIS (E)- EXISTING W .HEATER 2/30 2,250 2-#10 .1/2 01 02 3-#10 ,1 2 "C 2,500 2/30 EXISTING DRYER -(X) (BASED ON 120 / 240 V, 1 PH, 3W) 2,250 " 03 04 �� 2,500 (E)- EXISTING WASHER 1/20 1,500 2- 12, 1/2" 05 06 2- 12, 1/2" 1,000 1/20 REFRIGERATOR -(N) E -39 W'P WP (E)- EXISTING EQUIPMENT 1/20 1,500 2 - #12, 1/2" 07 08 2-#12, 1/2" 1.200 1/20 OUT DOOR LTS _ E GFI /WP N N (N) DISHWASHER 1/20 1,200 2 12 - , 1/2" 09 10 2- #12, " - 1 2 657 1 / 20 � GEN. LTS. REC. - E TOTAL CONNECTED LOAD � - 42,493 VA N N N ,.® (E)- EXISTING EQUIPMENT 1/20 1,500 2-#12, 1/2 11 12 2 - #12, 1/2 1,500 1120 EXISTING EQUIPMENT - (E) FIRST 10 KVA 4 100 % = 10,000 VA E -16 ` (E)- EXISTING EQUIPMENT 1/20 1,500 2-#12, 1/2" 13 14 2 - #12, 1/2 1,500 1/20 SMALL APPLIANCE (N) 32,493 VA ®40 % - 12,997 VA E-14 E- T6 E - 14 N (E)- GEN. LTS./REC. 1/15 657 2-#14, 1/2" 15 16 2-#12, 1/2" 1,500 1/20 SMALL APPLIANCE (N) 17,600 AC LOAD ®65% - 11,440 VA . (N)- GEN. LTS. /REC. 1/15 657 2 - #14, 1/2" 17 18 3-#6, 1 "C 6,000 2/50 RANGE AND COOK TOP -(N) N Y E-39 KITCHEN ADDITION E -18,20 E.F ( GEN. LTS. /REC. 1/15 657 2 - #14, 1/2" 19 20 5,000 TOTAL DEMAND LOAD 34,437 VA N E _ 9 2- 14 1 2 BEDROOM LTS. REC - E -19 O _ GEN. LTS. /REC. 1 15 657 2 14 1 2 21 22 # / 657 1 15 (N) N (N)- � � 1 15 ** _ 34,437 VA / 240 V = 143,4 AMPS (N)- GEN. LTS. /REC. 1 15 657 2- 14, 1 2 23 24 2 - #14, 1 2 657 / (**)EXIST. BED LTS. REC. (E) L -- DW N N N u 1 (N)- TOILET G.F.I. 1/20 657 2- 12, 1/2" 25 26 2 - #14, 1/2 " 657 1/15 (**)EXIST. BED LTS./REC.. -(E) O " 1 15 ** o (E)_ EXISTING AHU 2/40 4.400 2- 8, 3/4 "C 27 28 2 - #14, 1/2 657 / ( BED LTS. /REC. _ {E) CONTRACTOR TO VERIFY LjLjI SEE RISER _ EXACT. LOCATION LIGHTING. 8 KW HTR 4.400 29 30 2-#14, 1 2 657 1 15 ** BEDROOM LTS REC. {N) ® * o (N)- NEW AHU 2/40 4.400 2 - # 8, 3 4 C 31 32 3-#10 1/2 1.900 2/30 NEW CU -(N) RELOCATED SINK $ KW HTR 4.400 33 34 „ 12, 1 2 �� 1.900 EXIST. 1 1 20 GARAGE OPENER - / N O (N) * RELOCTED.CU 2 2/30 1.900 2 - #10, 1/2 35 36 2- ,000 / (E) AT EAV MAIN 1 1 EXIST. N E -19 N E -6 N 1.900 37 38 1/- SPACE TO FLO LIGHT E -8 METER N E -14 E -16 i ,� E WP,GFI (N)- OUT DOOR LTS 1/20 1,200 2 - #12, 1/2 39 40 1/- SPACE L SPACE 1/- N 41 42 1/- SPACE WP E N N N E -16 N LIGHTS & RECEPTACLES LOAD = 2,631 SQFT * 3 VA = 7,893 VA ON 12 CKTS. = 657 VA £ E -5 E -2,4 W.P E -14 NEW DINING E -16 AREA N E -8 N (E)- EXISTING BRANCH CIRCUIT TO REMAIN AS IS. NOT ON THE SCOPE OF WORK E -16 EXIST. ELECTRICAL E -19 (N)- PROVIDE NEW BRANCH CIRCUIT BREAKER CONDUIT AND WIRING AS NOTED PANEL 'E' ( *) -NOT CONCURRENT COOLING LOAD N L ( * *) -CONTRACTOR TO VERIFY AND PROVIDE AFCI TYPE BREAKERS IN ALL BEDROOMS PER (F *) DENOTES FUSING AS PER F NEC 210 -12. MANUFACTURERS SPECIFICATION E- 21 E -21 E -1,3 W.P E EXIST. E -14 N N E-80 W/H E -14 E 3 30 E -21 E 2 NF N N E -35,37 NEW E -25 .H.0 #1 2 30 3R N NEW BATHROOM RECLOCATED EXISTING CU, PROVIDE F(* ) E -21 MOVED UNDERSTAIR if OUTSIDE LAUNDRY NEW WIRING,CONDUIT AS NOTED �l 2 60 E -31,33 F � *) U N FOR E.F DETAIL SEE U E F MECHANICAL DWG EXISTING GARAGE 3- 3 /0 +1 #6tG)THHN EXISTING TO REMAIN COPPER IN 2' C U NEW A.H.0 AND CU BATHROOM REVISION SEE MECHANICAL DWGS. ® 9 -1 -05 N W LLI�J U E -10 -i r N E -17 N W O MAIN SECOND N z 200 CB cl EXISTING 200 CB E IQE E -17 METER CAN O PANEL 2 E (-)CONTRACTOR TO PROVIDE AND VERIFY EQUIPMENT 3R * E ''W 10 KA /C M C E -32,34 B GROUNDING CONDUCTOR AS PER NEC 250 -122 Q TO BUILDING �•WP• 3R © ( J N ® FOUNDATION EXISTING MAIN EXISTING PANEL 12 -10 -03 �/ E -21 COMMENT #7 0- O W W W STEEL -� (200AMP) ® O 7 --6' MIN- TO PATIO E -2 j V I W W EXIST. 3 #3/0 THHN CU. IN 2 "C. E -8 1� W� J CONTRACTOR FROM FP &L SERVICE POINT. 9 -3 -02 E -10 E N TO VERIFY AND 2 -5/8 "X10' FIELD VERIFY / PROVIDE UP GRADE IF E -22 E PROVIDE NEW # GND RODS EXISTING IS FOUND TO BE DIFFERENT. E -23 E -1�p O E -17 E -17 N 4 CU GND (COORDINATE WITH FPL) (NEC -250) E LIGHTS E -17 TO STAIR DRAWN E -10 N S.L.M. E E NN N CHECKED E E W'p E- 39 A. R. G. EXISTING ELECTRICAL RISER DIAGRAM E - 10D1 N.T.S. N W SCALE "} AS SHOWN F` F' S E D 1 S T F •- JOB NO. R G REYES - GAVILAN CONSULTING ENGINEERS, INC. O2 ,,� ARISTIDES REYES - GAVILAN, P.E. SHEET I�OC I� f CERTIFICATE OF AUTHORIZATION # 8464 LE CT A ANN � �..` � � STATE REGISTRATION P.E. 0048181 16252 N.W. 79 AVE. .� MIAMI LAKES FL 33016 SCALE: 1 �- " 1 - O / "�` TEL: (305) 828 -5205 FAX: (305) 828 -6484 / megaelec@bellsouth.net OF SHEETS i� REVISIONS BY PERMIT REVISION ® 9 -3 -02 DRAWING NOTES: EXISTING AIR CONDITIONING UNIT SCHEDULE PERMIT REVISION Al2-10-03 THIS IS AN EXISTING HOUSE WITH EXISTING HVAC SYSTEM OUT BLOW HEAT COND. PERMIT REVISION RETURN DUCTWORK SUPPLY DUCTWORK KW UNIT THE SCOPE OF WORK IN THIS CONTRACT INVOLVES: MANUF. MO UNIT N0. SENSIBLE EVAPORATOR COM. DOOR COIL V V ®1 -20 -05 FIRST FLOOR EXIST UNIT NO. (POSITION 0 CU MODEL BTU/HR A ' CAP AIR FLOW RLA FAN FLA ph ph BATHROOM REVISION MOUNTING) BTU /HR CFM S.P. IN a FLA HP a a BATH ®s -1 -o 1. NEW KITCHEN LOCATION EXISTING TO REMAIN. FULLSIZE SUPPLY PLENUM 2. NEW INTERIOR STAIRS 1 30 CFM A.H.U. -2 ( 2ND FLOOR) 3D.D00 21,200 1000 0.5 2ND FLOOR EXISTING A.H.U. -1 CARRIER 3. NEW MASTER BEDROOM BEDROOM 1 SEER =14 FK4 IICAL2 CU - 2. - W /R -410A TX ( } 38TXA030 27,800 20,200 900 0.5 265 CFM CEILING VERY IMPORTANT NOTE: 1 1 HR FIRE RATED 2 6 BUILDING USAGE OCCUPANCY WILL BE TO REMAIN AS EXISTING AND WILL NOT AFFECT THE EXISTING ro - -- HVAC SYSTEM. REFER TO HEAT LOAD CALCULATION. �R /A � EXISTING EXISTING AHU -2 4" MIN. ALL 5 BEDROOM AIR DISTRIBUTION SCHEDULE SUPPLY AIR DUCT AS IS TO SYMBOL TAG USE TYPE ACCESSORIES MFG. & MODEL NO. REMARK REMAIN. T (2.5 TN) to CLOSET WALL AROUND to F/C UNIT - - - -- ----- - - - - -- CLOSET SUPPLY ALUMINUM TITUS CEILING w co 3 R/A DN. O AIR CEILING DIFFUSER O.B.D. TITUS 250 -AA MOUNTED w L 00 3 m r , F FAN SECTION KEY NOTES B SUPPLY ALUMINUM O B D TITUS WALL a w o W AIR SIDE WALL MOUNTED r z DRAIN N Z 4 �S O MODEL 272FS U_ 0 0 = REFER TO PLUMBING rn= (REFER - - L o CL ,,� REFRIGERANT PIPES 10X4 RETURN ALUMINUM - -- TITUS RETURN a- w - m DRAWINGS) L d 10 EXISTING FLEXIBLE DUCT & CEILING 5 CF 0 C Y a FROM COND. UNIT O AIR RETURN GRILL MODEL 301F REGISTER z M DIFFUSERS IN THIS AREA TO REMAIN. N E a a COIL SECTION REBALANCE AS NOTED RETURN ALUMINUM TITUS WALL NEOPRENE PADS FILTER 2 EXISITNG 4 "� DRYER EXHAUST C LOSE D AIR RETURN GRILL MODEL 301 FL MOUNTED 'n 0 �s DUCT TO REMAIN. MF AUX. FLOAT SWITCH INLINE EQUAL 3 NEW KITCHEN HOOD F L /= EZ TRAP. INC, MODEL "EZT -225" 1/2" GALV. STEEL ANGLE FLOAT SWITH SHALL STOP A/C ALL WELDED FRAME SYSTEMI F INDICATED. ® NEW TRANSFER RETURN GRILL. EF -2 SUPPORT WITH O FULL LOUVER DOOR Q NEW MAST EAVE NOTE: 1. ALL AIR DISTRIBUTION DEVICES SHALL BE ALL ALUMINUM CONSTRUCTION. DIAGONAL BRACING i� �� 35 CFM AND 3"x3"x1 /8" PLATE P A TH R O O M 1 `' 2. FINISHES AND TYPES OF MOUNTS SHALL BE COORDINATED FULL SIZE © EXISTING FULL SIZE DISCHARGE EXISTING DIFFUSER WITH ARCHITECTURAL DRAWING RETURN PLENUM RELOCATED PLENUM L4 3. DESIGN IS BASED ON TITUS OR APPROVED EQUAL. FLOOR O EXISITNG 3/4" CONDENSATE DRAIN A 10X4 NEW 0 95 CFM 4. ARROWS INDICATE DIRECTION OF AIR DISTRIBUTION. 9 :. / 4 " TIE-IN TO E •;..:..::.....:.. e.:.....:..: _ e..:.... n..•..::0... EXISTING CU W HIGH CONCRETE PAD. - EXISTING ® A MASTER ROOM 5 MAX. ACCEPTABLE FACE VELOCITY THROUGH NET FREE AREA: 400 FT /MIN. :. P ....:..... ; ...,o . : ....:. . ....:.. . •... P . , ...,: DUCTWORK r ...:. , ..,:. •..: ...... ; .... 90 THERMOSTAT RETURN DUCT WORK TIE -IN 3 "x3 ., x1/8 " PLATE 6. 30 MAX NOISE CRITERIA FULLSIZE RETURN DUCTWORK DUCT FAN COIL UNIT TYPICAL MOUNTING DETAIL N.T.S. TURNING VANES V FOR PF F'OSED 0 STANDARDS. A r r Ld < PERFORATE V . �1 VENT CAP 12 MIN. � N D FLOO FFE\ L- -J HVAC NOTES HVAC DESIGN REQUIRES: YES NO U Ld DUCT SMOKE DETECTOR 0 SLOPE 1/8"/ FT. I 1. GENERAL FIRE DAMPER(S) EXISTING AC UNIT S C E : A ` 1 /4 - 1 ' - O !P s SMOKE DAMPERS A. ALL WORK SHALL BE DONE in accordance with the Florida FIRE RATED ENCLOSURE 3/4 3 UNION TYPICAL 90-DEGREE VANED ELBOW DETAIL. ® V) Building Code and with all applicable regulations. B. DRAWINGS: Refer to all drawings for coordination of the HVAC work. FIRE RATED ROOF /FLOOR C. ARRANGE AND PAY for all permits licenses, inspections and tests. CEILING ASSEMBLY Obtain the regtjred certificates and present to owner. FIRE STOPPING D. GUARANTEE: The completed installation shall be full guaranteed SMOKE CONTROL CONDENSATE TRAP DETAIL P Y 9 1/8 0 STAINLESS STEEL WIRE CABLE against defective materials and /or improper workmanship for a N.T.S. (MIN. OF 2) ANCHORED TO CONCRETE PAD minimum of one year for material and labor. Compressors shall be WITH 318 TURNBUCKLE FOR ADJUSTMENT guronteed for a period of five years. E. As built drawings shall be submitted to owner at the completion VENTILATION FAN SCHEDULE CONDENSING UNIT ® p p of project. UNIT DESIGNATION EF -1 EF -2 FASTEN C.U. TO 2 GALV. 2. SHOP DRAWINGS: Contractors shall submit for approval, within 30 days signing contract, a minimum of five copies of full descriptive STEEL CHANNEL USING 1/4 after si 9 9 P Y P AREA SERVED TOILET TOILET GALV. STEEL BOLTS, NUTS literature, including but not limited to: fans, air conditioning units, air outlets. & WASHERS WITH ISOMODE No work shall proceed without approval of these submittals. PAD. AT EACH CORNER. OPERATING WEIGHT, LBS 19 19 a G C LOCATION CEILING CEILING NEW 3 ' , LINE OF BLDG. I n d FASTEN CHANNEL TO L 3. DESIGN PARAMETERS: FAN TYPE CLG. BLOWER CLG. BLOWER KITCHEN ADDITION CONCRETE USING 3/8 A. Outdoor design temperature (Summer): 91'F DB and 77'F WB CUS SHALL BE INSTALLED AS PER FBC SECTION ROUND WEDGE ANCHORS, 90' SOLDERED TOTAL AIR, CFM 50 100 301.13. MFBC. TO RESIST THE HURRICANE FORCE WINDS. DW i ONE 0 EACH EN1 OF ELBOW. (TYR) Ld�J B. Outdoor design temperature (Winter }: 46'F CHANNEL AND EMBEDDED C. Indoor design temperature (Summer): 78 "F DB DRIVE TYPE DIRECT DIRECT _ 2 DEEP. D. Indoor ' Y design em erature (Winter): 72F DB FAN WHEEL TYPE CENTRIFUGAL CENTRIFUGAL - - 9 P ( ) � A 16X4 , RECIRCULATO 2 GALV. STEEL CHANNEL TYP. O 2 , FAN TIP SPEED, FPM MAX. o 00 CFM � .. 4. ALL THERMOSTATS SHALL have heating mo de maximum setting of 75 F and FAN SPEED, RPM - -- - -- . �t. :'•' CAULK LINES WITH cooling mode minimum setting of 70 F. The thermostat shall be arranged 2 : A i:: :i:''• .. ; �s� ELASTOMERIC to prevent the simultaneous operation of heating and cooling. z TOTAL STATIC PRESSURE, IN OF WATER - -- - -- CONCRETE PAD. MATERIAL AT BOTH 1 ��� ,������ ���������������� '' ENDS. 0 FAN MOTOR HP. NON- OVERLOAD 0.7 AMPS 1 AMPS i 5. ELECTRICAL CONTROLS AND POWER WIRING: Under electrical contract. ( ) FAN MOTOR STARTER TYPE WALL SWITCH WALL SWITCH L 6. EQUIPMENT SPECIFIED BY manufacturer's number shall include all STARTER FURNISHED BY MC MC NEW DUCTWORK ANCHOR BOLT OF 500 POUNDS accessories, controls, etc., listed in the catalog as standard with the ELECTRICAL SERVICE AVAILABLE 120 -1 -60 120 -1 -60 D 10X6 MINIMUM PULL OUT CAPACITY. TYP. equipment. Optional or additional accessories shall be furnished as MASONARY OPENING REQUIRED NOTE: ALL CONDESATE UNIT SHALL BE ANCHORED TO THE CONCREYTE SLAB, ON THE specified. EXISTING INSIDE OF THE UNIT, W/ AN ANCHOR BOLT OF 500 POUNDS MINIMUM PULL OUT CAPACITY. 7. MATERIALS. ZONES 1.5 1.5 UTILITY ROOM 14X4 x TIE -IN TO EXISTING A. REFRIGERANT PIPING: Shall be type L soft drawn, copper tubing, DESIGN MANUFACTURER BROAN BROAN 1 1 DUCTWORK dehydrated for refrigerant use. Sized as shown on drawings or as 10X6 1 18X4 MODEL NUMBER S50U S1000 CONDENSING UNIT TYPICAL MOUNTING DETAIL I 2 per air conditioning equipment manufacturer's recommendations. N.T.S. B. INSULATION: R�]rigerant suction piping shall be insulated with SERVICE SWITCH YES YES ° EXISTING 18X12 RF,T��I` WV EXITING FD GRILL / ( 1 2" thick foamed plastic insulation, fire retardant type. SMOKE DETECTOR U.L. APPROVED NO NO EXIST N T f RELOCATED AS SHm��I� ) Insulation shall be installed in piping before assembly. No split FIRE DAMPER ___ ___ CU -1 W/H E ING F c TO REMAIN X � TO EXISTI I N I IN G TIE -IN insulation will be acceptable. Seal joints with manufacturer's 0 RE I � R E A approved adhesive and grey tape. w CONSTRUCTION ALUM /PLASTIC ALUM /PLASTIC to DUCTWORK C. DUCTWORK: o MULTIBLADE BACKDRAFT DAMPER YES YES EXISTING AHU -1 a. All supply air ductwork shall be fiberglass ductboard, V) TO REMAIN. TIE -IN TO ISTING w BIRDSCREEN NO NO (2.5 TN) fabricated and installed as per latest edition of SMACNA U DUCTWORK " " U SOLID STATE SPEED CONTROL " Fibrous Glass Duct Manual . 1 -1 /2 thick R -6.0 a NO NO 4 0 A 40 CF b. Flexible insulated ductwork with 1 1/2" thick fiberglass THERMOSTAT CONTROL NO NO xo 1 18X4 / 9 EXISTING 12X16 R/A I 1� J insulation with FRK vapor barrier, class I air duct, U.L. FACTORY FABRICATED CURB NO NO DUCT DN IN MECH 10X6 4 "0 EXHAUST TOILET R -6.0 MIN. CLOSET & ATTACHED TO FAN'S DUCT TO CONNECTING DUCTWORK C. CONDENSATE DRAIN. FILTER AND FILTER FRAME NO NO R/A SECTION OF AHU. F-1 4 „ WALL CAP. U / cD a. PVC, Schedule 40. Insulate all condensate drain with 3/4 ,. � . ncoaflex. Iol EX TI EXHAUST FAN CABINET ® " ' TOR finished where exposed with 2 coats of white latex paint as per manufacture's instruction. WOOD JOIST CEILING INTAKE GRILLE 8. Provide metal round P+tings with scoop at all flexible duct connection & DECK. NE = 0 to supply duct. I LIVING AREA U Z 9. TEST AND BALANCE: Contractor shall test and balance all ventilation and I EXHAUST FAN DETAIL (E F -1 A N D E F- 2) N.T.S. air conditioning systems. Submit four copies of Test and Balance Report SCREWS FASTENERS. I J to owner for approval. CU -2 HANGER WIRE I Q 10. CONTROLS: Air conditioning units shall be started and stopped thru 12 GAUGE (MIN.) DUCT of fl/ J individual thermostat. Individual thermostats shall start /stop supply I0 n L�L ° fans and activate cooling /heating systems as selected. SHEET METAL CHA NNEL LL 0 11. Mechanical plans in general, are diagrammatic in nature, and are to be read SUSPENDED CEILING EXISTING in con SEE ARCH. DRAWINGS 18X4 I . I 'uction with arch. Plumbing, electrical and structural plans and shall (SEE W � be considered as one set of documents. Duct and piping offsets, bends GARAGE UP 2� Do CFM and transitions will be required to provide and install a complete functional system and shall be provided by the contractor at no additional cost to 10X6 the owner. DUCT HANGER DETAIL EXITING FD 12. Contractor shall verify job conditions prior to ordering, fabrication or N.T.S. TO REMAIN DRAWN installation of materials oreq uip ment. Y architect Notif engineer of any A. M. architect/ engineer before fabrication. CHECKED A. R. G. DATE 10-12-05 SCALE AS SHOWN P FR %C___)/ P I S E D "� R REYES - GAVILAN CONSULTING ENGINEERS, INC. JOB NO. t 02 ARISTIDES REYES - GAVILAN, P.E SHEET 1 ST FLOO f CERTIFICATE OF AUTHORIZATION # 8464 STATE REGISTRATION P.E. 0048181 � 1 r , � ,•�'� 16252 N.W. 79 AVE. MIAMI LAKES, FL 33016 1 ' - Q "' . ' / TEL: (305) 828 -5205 FAX: (305) 828 -6484 SCALE: 1/4 j. � _ ••,,,�•- --_..� megaelec©bellsouth.net of 1 SHEET f REVISIONS BY PERMIT REVISION & 9 -3 -02 PERMIT REVISION ®12 -10 -03 PERMIT REVISION ® 1- 20- 05 BATHROOM REVISION O ® 9 -1 -05 DRAWING NOTES: EXIST. THIS IS AN EXISTING HOUSE WITH EXISTING PLUMBING UTILITIES BATH THE SCOPE OF WORK IN THIS CONTRACT INVOLVES: 1. NEW KITCHEN LOCATION EXISTING 2. NEW TOILET AND MASTER BATHROOM BEDROOM 3. EXISTING SINK IN LAUNDRY RELOCATED AS SHOWN. VERY IMPORTANT NOTE: EXISTING NEW DOMESTIC WATER SERVICE TO BE PROVIDED AS SHOWN BEDROOM NEW SEPTIC TANK DRAINFIELD SYSTEM. REFER TO ARCH. DWG FOR SEPTIC TANK CALCULATION AND LAYOUT. to � w � m L- 0 U V) Q WaWy- CLOSET �' =c DN. Q 6 J CL 3'SAN. DOWN TO IST FLOOR 3"VTR a a Z Q rn M � LO I I LAV I I NEW OSET I I I NEW I MASTER ROOM I " I NEWAS BATH OOM GENERAL PLUMBING NOTES: I 1. A. ALL WORK SHALL BE DONE in accordance with the Florida Building Code and with all applicable regulations. B. DRAWINGS: Refer to all drawings for coordination of the plumbing work. C. ARRANGE AND PAY for all permits, licenses, inspections Q and tests. Obtain the required certificates and present to owner. D. GUARANTEE: The completed installation shall be fully R 0 0 S E D guaranteed against defective materials and/or improper 9 / P P workmanship for a minimum of one year for material and labor. ND F U�--- 0 E. ALL HORIZONTAL SANITARY PIPING 3" and larger shall sloe V) at 1/8 inch per foot minimum, unless noted otherwise. �� SC 1 / 4 = 1 per foot minimum, unless noted otherwise. All piping 2 and smaller shall slope at 1/4 "inch per foot minimum. 2. SHOP DRAWINGS: Contractor shall submit for approval, within 4" SANITARY BLDG. (27 FU WHOLE BLDG.) W TO NEW SEPTIC TANK. REFER TO ARCH. 30 days of signing contract, a minimum of five copies of fully DWG FOR SEPTIC TANK PERMIT. V) descriptive literature, including but niot limited to: water COOG heaters, and plumbing fixtures. No work shall proceed without (2 WAY) Li ?�� the approval of these submittals. 3. PLUMBING FIXTURES: Fixtures shall be as selected by architect ,0 and shall be furnished and installed by this contractor. Fixtures shall be complete with drains, traps, supplies and ,�, j Ld an other accessory required. IL Y y q ,. NEW t 4. MATERIALS: 1 °Iw KITCHEN ADDITION _ A. PIPING: DW 0 0 a. Soil, waste and vent, and storm: Sanitary pipe, PVC, DWV, RELOCATED L d Schedule 40. 2 „ AAv 0 0 b. Domestic water: Copper pipe, Type L with sweat wrought SINK SINK -1 Q copper fittings. Type "M” in concealed spaces is NEW 1 DOMESTIC C) acceptable. Isolate piping from concrete with REF WATER SERVICE insulating material 2 "AAV (27 FU WHOLE BLDG.) Ln c. Domestic water supply assembly: Chrome finish tubing / -N EW SHUT -OFF VALVE IN VALVE BOX with angle shut off valves. AS PER FBC SECTION 606.1 1/2" H.B B. Insulation: I a -�- a. Hot water & hot water return: Provide 1/2" thick fiberglass I �- - - - - - D4 � pipe nsulation with jacket and self sealing flaps. SINK -2 EXISTINq A 5. PIPING TEST AND DISINFECTIONS: UTILITY fRbOM WATER METER A. Test: All sanitary and domestic water supply piping shall I E W NEW BLDG. SHUT -OFF VALVE BY WASA EXISTING 80 GAL be tested for leaks before piping is concealed or connected I WATER HEATER TO REMAIN. R E DINING I , to equipment and plumbing fixtures. ' B. Disinfection: All domestic water piping shall be I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _2° VTR_ disinfected by introducing a solution of calcium hypochlorite of 50 parts per million of chloride and as , per AWWA Standards. TIE -IN TO EXISTING NEW LAV I , I ° LINE N W B THR00 3/4 CW & HW A �C 6. CONTRACTOR SHALL COORDINATE exact location of sanitary, storm FROM WATER HEATER MVVED UNDER and domestic water piping before starting any work. Notify S' AIR I I Q Architect /Engineer of any deviations from design drawings. I I I 0 7. CLEANOUTS: A. Wall: Josom 58890 -15 ( i Z W I Q �- - 1 3 "SAN. UP TO 2ND FLOOR O 8. CONTRACTOR to fire protect and seal all openings and pipe NE Z penetrations thru fire rated walls and ceiling. Materials and LI VI N 3/4' CW & HC LINE methods of fire rating shall be approved by the local EXISTING AREA UP TO 2ND FLOOR product control aproval department and shall be U.L. listed. GARAGE 9. PROVIDE CEILING /WALL ACCESS DOORS where indicated on drawings Q J and when required to access mechanical equipment and valves. W Doors shall be recessed type, fire rated if in fire rated wall or ceilings. Q As manufactured by Karp model RDW and KATR. O Z 10. PLUMBING CONTRACTOR SHALL review structural and demolition drawings Q� W W prior to bidding to fully familiarize himself with project. UP DRAWN A. M. C HECK ED A. R. G. DATE 10 -12 -05 SCAL AS SHOWN E PI 0 P � S JOB NO. FR — G A REYES—GAVILAN CONSULTING ENGINEERS, INC. 02 ARISTIDES REYES— GAVILAN, P.E SH EET 1 ST FLOOIR CERTIFICATE OF AUTHORIZATION # 8464 STATE REGISTRATION P.E. 0048181 P 16252 N.W. 79 AVE. MIAMI LAKES, FL 33016 SCALE: 1 /4 1 ' - 0 " TEL: (305) 828 -5205 FAX: (305) 828 -6484 megaelecftellsouth. net OF 2 SHEET REVISIONS BY PERMIT REVISION Q 9 -3 -02 PERMIT REVISION ®12 -10 -03 PERMIT REVISION ®1 -20 -05 r 2" 1 3 "VTR BATHROOM REVISION III` ® 9 -1 -05 I � I I I FACE OF WALL I 3" I COVER SECURED i I WITH SCREWS ADJUSTABLE C❑LLA 2" 1 THREADED C.O. PLUG THREADED C,❑. PLUG M 3' FIN. GRADE FIN. FLOOR I LAV I STAINLESS STEEL COVER �:I.,;: �`•E... ;� k:::` : SCREWED T❑ THREADED TUB ^I "'� I C I � :::. C.❑. PLUG. u I 1 " 3 WC I 2' 3` 4 X 6' DIA, CONCRETE I PAD FLUSH W /FIN. GRADE SH SLIP JOINT _ I 3' 2 "AAV j 2' AIR ADMITTANCE to I VALVE (TYP.) I I Li � w r T!E -IN TO EXISTNG 3" SANITARY LINE I 1 I di 00 A I DW FROM EXISTING BATHROOM. ( 7 FU) 0_ i- V) r ON/ VERIFY EXISTING LINE BEFORE Lj Lj 3' 1 JOB COMMENCEMENT. z C4 0 SINK- I EXTERI ❑R TYPE 1 1 ° COOG FLOOR WA LL Q a DO I I (2 WAY) Y aw - I CO a 2" I I SINK -1 3' cl 1 2' 4" SANITARY BLDG. (27 FU WHOLE BLDG.) TYPICAL CLEANOUT DETAIL "' LO 2 „ TO NEW SEPTIC TANK. REFER TO ARCH. N.T.S. I DWG FOR SEPTIC TANK PERMIT. I 4 LAV V"'� 3 " D01 NOTE: • ALL HORIZONTAL DRAIN PIPE 2'0 OR 2" WC SMALLER SHALL BE SLOPED AT 1 /4 " /FT I • ALL LOBE SLOPED ED AT 118-AT. PIPE T. MIN. LARGER 3 14 FU) SHALL PLUMBING FIXTURE CONNECTION SCHEDULE CO 3, 3• ' ( BE SLP/FT. N. 3 ` WATER NO, DESCRIPTION DRAIN COLD HST REMARKS WC WATER CLOSET 3" 1/2" -- FLUSH TANK, 1.6 GPF SANITARY PIPING ISOMETRIC - N TS LAV. LAVATORY (COUNTER TYPE) 1 1/2' 1/2" 1/2' PROVIDE 2.0 GPM FAUCET TUB TUB (NOTE 1) 2" 3/4' 3/4' PROVIDE 2.5 GPM SHOWERHEAD n SH SHOWER (NOTE 1) 2" 3/4" 3/4" PROVIDE 2.5 GPM SHOWERHEAD 0 SINK -1 KITCHEN SINK 1 1/2" 1/2" 1/2" PROVIDE 2.5 GPM FAUCET A 11 1 A SHOCK ABSORBER TYPE "A" � Ir SINK -2 SINK 1 1/2" 1/2" 1/2" PROVIDE 2.5 GPM FAUCET W CLOTHES WASHER 2" 1/2" 1/2' BY OWNER, PROVIDE RECESSED BOX, TO EXISTING BATHROOM. GUY GREY T200 OR EQUAL DW DISHWASHER --- --- 1/2' 1' INDIRECT WASTE - 0 VM `�1 V I I REF REFRIGERATOR - -- 1/2' - -- PROVIDE ICE MAKER KIT 3/4 • n n / I `" TIE -IN TO EXISTING II p II I 3/4' CW & 1/2 HW LINE U VERIFY EXACT H.B. HOSE BIBS -- 1/2" -- SHOT -OFF VALVE WITH VACUUM BREAKER / / I LOCATION BEFORE 3/4' --' I DW ROUGH -IN pp d SIN , NOTES: 1. ALL SHOWER HEADS SHALL BE OF L ' THE ANTI- SCALD, PRESSURE BALANCE TYPE. 0 TIE-IN TO EXISTING \ I\ \ 3/4' �i - 3/4 2. ALL FIXTURES SHALL COMPLY WITH THE FLORIDA BUILDING CODE WATER CONSERVATION STANDARDS. CW & HW LINE 4 \ ,�1 �� SIGN! FROM � II - FROM WATER HEATER mil/ , �\ W ` T \ \ \ w MINI SHOCK ABSORBER TYPE 'AA" 1/2 = p \ \ \ \ 3/4" ILJLJI 2 " LAV , 2 \` ' PLUMBING SYMBOL LEGEND — �\ �- SYMBOL DESCRIPTION I� • WC 1 SANITARY LINE / y REF ' --- - - - - -- VENT LINE cy LAV Li // ��3/4" I — - _ — - - — COLD WATER LINE _ / HCTWATER LINE 3/4" GATE VALVE ' 1/2' H.B FLOOR PENETRATION 11'2"- I I TUB FD FLOOR DRAIN � NEW 1" DOMESTIC MINI -SHOCK ABSORBER TYPE "AA" ' SLEEVE WATER SERVICE � SH WC NEW BLDG. SHUT -OFF VALVE (27 FU WHOLE BLDG.) 111 WATER HAMMER ARRESTOR , \ NEW SHUT -OFF VALVE IN VALVE BOX WCO WALL CLEANOUT �> AS PER FBC SECTION 606.1 S.O.V. SHUT -OFF VALVE I WATER METER / . 1/2 BY WASA V� WATER RISER DIAGRAM - NTS Q N.T.S. U COLD WATER SUPPLY 3/4" HEAT Q TRAP SHUT -OFF VALVE HOT WATER TO HEAT TRAP - I O ......... .. SYSTEM. �- WATER SUPPLY z U P & T RELIEF TO HEATER. W VALVE. P & T RELIEF LINE FULL SIZE ELECTRIC WATER PROVIDE AIR FITTING Q HEATER # 1 / GAP AS PER F.B.C. DRAIN VALVE TO OUTSIDE, TERMINATE 0- W POINTING DOWN 6" r fy_ ABOVE GRADE. FLOOR CL TYPICAL WATER HEATER INSTALLATION DETAIL N.T.S. DRAWN A.M. ws s � � C HOCKED ' DATE 10-10-05 AL AS SHOWN JOB NO. R G REYES - GAVILAN CONSULTING ENGINEERS, INC., 02 ARISTIDES REYES - GAVILAN, P.E SHEET CERTIFICATE OF AUTHORIZATION # STATE REGISTRATION P.E. 0048181 16252 N.W. 79 AVE. P 2 MIAMI LAKES, FL 33016 TEL: (305) 828 -5205 FAX: (305) 828 -6484 megaelec@bellsouth.net OF 2 SHEET - J � - O O O O v O 3 !.n R t.. A d.03 A1 ,yst sNOlJ tl lPi � tl S3 ' , PS '.l 93b �iN S3 �� 23 �1NR0:1 CtN. 31v1S � � lt'b3n3f 1l° Ni!f 3 "N�J;3 tN .1 01 193fp'!1� 9a,a 1 WC NVH03iN 9NtUMId 1V9;d19313 �0 l� 9N�NOz 31VO A8 :13AOPdV 3�3i�1 Elli S��3�FiS �s�1r`J REVISIONS BY FREDERICK RESIDENCE PERMIT REVISION 500 N.E. 90TH STREET & 9 -3 -02 MIAMI SHORES FLORIDA PERMIT REVISION Al2 -10 -03 PERMIT REVISION EXISTING USE: RESIDENTIAL 1 ST FLOOR 188 S.F. 1 -20 -05 GENERAL NOTES: (CONDITIONED) 2ND FLOOR 1,224 S.F. B ATHROOM REVISION 36' ROO 9 -1 -05 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: TOTAL 1,412 S.F. I 6 BELOW A.THESE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR - 6 n _1 - SPECIFICATIONS). (UNCONDITIONED) GARAGE 390 S.F. B.SOUTH FLORIDA BUILDING CODE. LATEST EDITION. (UNCONDITIONED) PATIO 807 S.F. CALL APPLICABLE STATE AND LOCAL CODES ORDINANCES AND - - - - - - - - - - - - - - - REGULATIONS. D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE I ® ® ® ® I UNDERWRITERS OQ 0a PROPOSED USE: RESIDENTIAL 1 ST FLOOR 995 S.F. (184 S.F. NEW ADDITION) 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE (CONDITIONED) 2ND FLOOR 1,224 S.F. O THE RESPONSIBILITY OF THE SUB - CONTRACTOR. NOTED DIMENSIONS ARE PRECEDENT OVER SCALE TOTAL 2,219 S.F. 12 -10 -03 I � EXIST. I I 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE (UNCONDITIONED) GARAGE 390 S .F. COMMENT #2 ® BATH D JOB UNLESS OTHERWISE NOTED OR SHOWN. I 101 w � w EXISTING 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINA TE I w vi cZ.i ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A ® BEDROOM w � W� oe DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT 1 I ^ 1 U�= ° CL OR PROPER ADJUSTMENT I 101 S -2 Y Q Q a w -� ®I z_Q� BEFORE PROCEEDING WITH THE WORK. GROSS LOT AREA: 8,883 S.F. E STING 5. ALL CONDITIONS AND ALL APLICABLE REQUIREMENTS OF THE DATA EXISTING PROPOSED I BEDROOM I r JILL CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALL I 101 SECTIONS OF THE SPECIFICATIONS. 3 O EAST SETBACK 8' -0" EXISTING 6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE SOUTH SETBACK 58; -0 EXISTING I 4 S -Z CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR NORTH SETBACK 25 - EXISTING © _ CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS WEST SETBACK 8' - 10" EXISTING I -- S -2 CLOSET THAT ARE SHOWN. 1 ( N. - - -- - - - -- I „ 7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED BUILDING HEIGHT (ROOF 20' -0" EXISTING 0 107 AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF w l SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY - - - - - - - - - - - - - - - 01 00 BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED I 6 O BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR LEGAL_ DESCRIPTION 1 AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK I NE I CAUSED BY HIS OPERATION. I 5 OSE T I S- 8. DISCREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HlMSELFWITH THE BLOCK "K" EL PORTAL SEC. #4 A 107 I .. R � � � � E D PROJECT THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS, I NEW 12 - 10 - 03 p COMMENT # SO AS TO THROUGHLY UNDERSTAND THE WORK. ANY AND ALL I .. DISCREPENCIES AND OMMISSIONS SHALL BE REPORTED TO THE ARCHITECT I MASTER ROOM N D F LO 0 R PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY SCOPE OF WORK 106 NEW M ASTER I fl . p OF THE CONTRACTOR TO INSURE THAT DISCREPENCIES AND OMMISSIONS I BATHROOM ICI ARE REPORTED AND CLARIFICATION OBTAINED. ' ® " 108 I sc,�,LE. 1 / 4 "= 1 0 1. NEW KITCHEN LOCATION D I u Ld 9. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE 2. NEW INTERIOR STAIRS I Z WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE 3. NEW MASTER BEDROOM I ' 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 (2) SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL ® L� S SUITS AND JUDGEMENTS FOR PROPERTY DAMAGE AND COSTS, CLAIM PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE CONTRACTOR. � BALCONY 10. OMMISIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE EXIST. 4' - CHAIN LINK CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR TO REMAIN , CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR g 1 3 ,3 9_ 4 » ! 10 -0 79 NE1N) 4 f -0 )$ O CONDITIONS THAT ARE SHOWN OR NOTED. 8 -9 -02 HT. WALL T 11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT O PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. I MIN. 5' SETBACK FROM EXSI SEPTIC 19 12. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN PROPERTY LINE TANK DRAIN IELD ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. FOR DRAIN FIELD 7 - 25 - 0 TO BE EMOVED. NEW 13. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. TANK &FIELD I THE }. SAME LOCATION r 14. THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES OR OPENING E IS DRAIN FIELD TRUE AND OF THE PROPER SIZE OF HIS OWN WORK, OR CUT SAME IN MIN. 5 -0" SETBA K N E W Li EXISTING WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS FROM PROPERTY LINE Ell. +11.3 NGV 7- 5 -02 ; - - -- KITCHEN ADDITION �/ OWN WORK OR OTHER CONTRACTORS WORK, CONSULTING WITH OTHER FOR DRAIN FIELD Dw 184 • F. O O ® O CONTRACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF ' 12 -10 -03 SAME . IN CASE OF HIS FAILURE TO LEAVE OR CUT SAME IN THE PROPER _ �� NEW 3 - "X5' 0" 1 w l RELOCATED W ELEW. +11. NGVD Ln o Q � ZONING PLACE, HE SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO 7 25 02 Q SINK NDOW ❑ ® COMMENT #2 \ EXCESSIVE CUTTING SHALL BE PERMITTED NOR SHALL ANY STRUCTURAL EXIST. SEPTIC TANK © O 10 MEMBERS BE CUT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR NEW 3'X � ELEV. +11.3' NGVD SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION OF ALL WORK OF A - 0' HIS TRADES PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE SEPTIC ANK NEW KITCHEN WORK OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER rs WEST SETBACK SEPARATE CONTRACT BY THE OWNER. 7 -25 -02 Q W NEW 1 1ST 1 OR A 4 . ' -0" SIDE • ° ° �' SETBA K COMMENT 2 15. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS - - _ Z # ❑ EXISTS CT. WORKMAN -LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE / CROWN F ROAD �1 1 88 S.F. PANEL APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR EXISTING ELEV. +10.32 G I r SHALL CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY EXIST. RE DEN GE CROWN OF ROAD UTILITY ROOM DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL EXIST.WAT R i ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL EIS GARAG ELEV. +1 .55' 14G 'VD METER ELEV. +10.43' NGVD �1 ELEV. +11.5' NGVD � W NEW I 104 DINING WINDOW GLASS AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER ELEV. 1 55 NGVD EXIST. STAIR AND E ACCEPTABLE TO THE OWNER. / - SIDEWALK TO BE r REMOVED EXIST. 1 :.:,•; 16. THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS W�H 1 3 ® Z ACCEPTABLE TO THE OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM 1 NEW 3' - WIDE RELOCATED O O .. FOR A PERIOD OF NO LESS THAN (1) ONE YEAR AFTER DATE OF EXIST. AC 2 e Z NEW _;� SIDEWALK �� ACCEPTANCE OF WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR 20'_0" WI •';:; COMPRESSOR NEW f _I Q ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE DRIVEWAY NEW 3' -0 WIDE A/ S -Z I Q- REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE PLANTER - o-- 01.. OWNER. NEW I I Q � Q N BATHROOM 17. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT 2' - FLARE 12 ZONING MOVED UNDER 2 I= .:.:.:.. ;..: 4 STAIR ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDAT10 S AT DRIVEWAY '',;:; .:�,,* COMMENT #4 8-9-02 � AND SPECIFICATIONS. 18. SHOP DRWINGS AND SAMPLES FOR ITEMS DESIGNATED BY THE MAX. NEW SIDEWALK BATHROOM REVISION BLOCK UP 102 „ ® 9 -1 -05 ARCHITECT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. 24 WIDE W/ CON C. SLAB NEW 4 HT NEW MIDDLE DRIVEWAY CUT / CROWN OF ROAD DECORATIVE LIVING N G SECTION C� o LL EXISTING 19. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL - - ELEV. +10.48' N VD WALL GARAGE AREA 1 Z I° \ cc OF THE WORK ARE COMPLETED EXCLUDING ALL FINAL PUNCH LIS ITEMS, N.E. 90TH ST. �1 ELEV. +11.5' NGVD REGARDLESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELLING. ®1 -20 -05 101 �+ S Z Lj 20. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN 5 O W O COSIDERATION UNLESS THEY ARE IN WRITING AND SIGNED BY THE N J J ARCHITECT, THE CONTRACTOR AND THE OWNER. ® 512 NEW STAIRS NEW A.0 COMPRESSOR ® UP TO 2ND 21. THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTIO 12 -10 - 03 FLOOR NEW OF BUILDINGS" OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT COMMENT # WINDOW I DRAWN A -201, LATEST EDITION, ARE HEREBY MADE PART OF CONTRACT S T E f -71 LAN 11.5 N.G.V.D. M.M: DOCUMENTS, THESE GENERAL NOTES, SPECIFICATIONS AND CONTRACT zh 4 I CHECKED BETWEEN THE OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER 9 -3 -02 S -2 M.A.C. THE "GENERAL CONDITIONS" IN THE EVENT OF A CONFLICT. SCALE. 1 �� ® 20 S 2 R 0 0 S E 2-20-02 DATE �� 22. AIR CONDITIONING AND VENTILATION PERMIT BY MECHANICAL AL AS SHOWN FFM CONTRATOR. JOB N O. 'i 02 SHEET NEW ENTRY SCALE: 1 4 I, s� DOOR of A 1 V fl 1 41 Ab A t r OF 3 SHEETS ° REVISIONS BY PERMIT REVISION A 9 -3 -02 ELECTRICAL SYMBOLS GENERAL ELECTRICAL NOTES LETTER SYMBOLS E E E E E ER PERMIT REVISION E -2fi E -13 E -28 E -12 E -28 812 -10 -03 _ E -26 ALL ELECTRICAL WORK PERFORMED UNDER THIS CONTRACT SHALL E - EXISTING TO REMAIN E PERMIT REVISION COMPLY WITH LOCAL CODES AND ORDINANCES AND ALL STANDARDS E O OF CONSTRUCTION ESTABLISHED BY THE OWNER. ER 5 EXISTING RELOCATED E -28 ®1 -20 -05 (rn - - BATH DUPLEX RECEPTACLE -MOUNT 18" A.F.F. UNLESS OTHERWISE NOTED (SHOWN IN NEW LOCATION) E BATHROOM REVISION 15 AMP /120 VOLT SUBMIT SHOP DRAWINGS FOR ACCEPTANCE BY THE ARCHITECT N - NEW DEVICE TO BE INSTALLED BEDROOM ® 9 -1 -05 AND /OR ENGINEER BEFORE PROCEEDING WITH THE PURCHASE OR EXISTING TO REMAIN E BEDROOM INSTALLATION OF THE EQUIPMENT AND MATERIALS. NO FACSIMILES ALL DEVICES ARE NEW UNLESS OTHERWISE E EXISTING TO REMAIN - DUPLEX RECEPTACLE -SW -MOUNT 18" A.F.F. UNLESS OTHERWISE NOTED OR FACSIMILE COPIES SHALL BE ACCEPTED. E E -26 15 AMP /120 VOLT INDICATED BY SYMBOLS ABOVE. % DO EXTERIOR EF - ALL CONDUCTORS SHALL BE THW OR THWN COPPER. ALL EXPOSED FLOODS AT * ALL EXISTING RECEPTACLES IN BATHROOMS, OUTDOOR E - G.F.I. RECEPTACLE - VERIFY MOUNTING HEIGHT CONDUITS SHALL BE RUN AS NEAT AS POSSIBLE. P.V.C. CONDUIT OR WITHIN 6" OF SINKS SHALL BE REPLACED WITH NEW EAVE E -26 DL (S)CONTRACTOR TO VERIFY AND PROVIDE ALL NEW AND 15 AMP /120 VOLT SHALL ONLY BE USED IN SLAB OR UNDERGROUND AT A MINIMUM DEPTH OF 24 INCHES. G.F.C.I. TYPE, LEVITON # 6598 -1 OR EQUAL. D � E E EXISTING SMOKE DETECTORS CIRCUITS TO BE EXTENDED THE EXISTING BRANCH CIRCUIT NUMBERS SHOWN ON THIS PLAN PLAN E TO AFC CIRCUIT BREAKER SERVING BEDROOM LTG 120V AC -QUAD RECEPTACLE -MOUNT 18" A.F.F. UNLESS OTHERWISE NOTED - FLEXIBLE CONDUIT SHALL BE USED FOR CONNECTION TO ALL ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL RE -USE ALL E -28 F WITH BAT BACK UP. 15 AMP /120 VOLT VIBRATING EQUIPMENT SUCH AS MOTOR'S, ETC. POSSIBLE EXISTING BRANCH CIRCUITS SERVING THIS AREA. PROVIDE ER OO *(.)E E ALL WIRING DEVICES SHALL BE LEVITON "DECORA" SERIES OR EQUAL AS -BUILT DOCUMENTS TO REFLECT ACTUAL CIRCUITS USED. PROVIDE E -26 E-22 E_28 - SINGLE RECEPTACLE - VERIFY MOUNTING HEIGHT NEW TYPED PANEL SCHEDULES DIRECTORY REFLECTING EACH RESPECTIVE 20 AMP /120 VOLT AS APPROVED BY ARCHITECT OR ENGINEER. COLOR SELECTED BY BREAKER USED. E -26 E -28 E ARCHITECT. E -23 - DUPLEX RECEPTACLE - CEILING MOUNTED. VERIFY EXACT LOCATION - ALL RECEPTACLES SHALL BE INSTALLED AT 18 A.F.F. UNLESS 15 AMP /120 VOLT OTHERWISE NOTED. E -30 N E -23 N E -2205 ELECTRICAL POWER AND CONTROL WIRING FOR HN.A.C. AND N cD - EQUIPMENT RECEPTACLE -MOUNT 18" A.F.F. UNLESS OTHERWISE NOTED MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE OO N N c`Do VOLTAGE AND AMPACITY AS PER PLANS ELECTRICAL CONTRACTOR. _ - _ -- - _ - _ _ - _ _ -- _ E -22 E -23 CLOSET N N w r" - ELECTRICAL CONTRACTOR SHALL VERIFY THE CEILING FINISHES AND 23 DN. --------- - - - - -- -- - - - - -- M � v r' I - CONTROL PUSH BUTTON 5 AMP /120 VOLT -MOUNT 44" A.F.F. UNLESS OTHERWISE NOTED SUSPENSION SYSTEMS FOR SELECTION OF THE PROPER TRIM AND Q. w o w , C SUPPORT ARRAN OF THE FIXTURE. N E -23 Q r z La N E -30 VERIFY EXACT LOCATION, s rn D - SWITCH -MOUNT 44" A.F.F. UNLESS OTHERWISE NOTED - ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE E -22 E -25 N ASPER NEC- 410.(4d) d � w u ARCHITECT BEFORE ROUGH INSTALLATION OF LIGHTS, RECEPTACLES, -------- - - - - -- - - - - -- Q Q OD M 3 15 AMP /120 VOLT 3= - 3 =THREN -WAY M = 20 A, MOTOR RATED SWITCHES AND EQUIPMENT FOR EXACT LOCATION. N z _¢ n 4 4- WAY D= 1.2 KW DIMMER Q N - TELEPHONE OUTLET - VERIFY EXACT LOCATION - ALL SMOKE DETECTORS SHALL BE INTERLOCKED, SERVED FROM BEDROOM N E -22 LIGHTING BRANCH AND SHALL BE INSTALLED AT LEAST 36" ANY HVAC E -24 E -30 E -30 DIFFUSER GRILL AND PROTECTED BY AFC BREAKER E -30 NEW E -22 N Lu ❑ - TELEVISION OUTLET - VERIFY EXACT LOCATION - ALL ELECTRICAL EQUIPMENT MUST BE U.L. APPROVED. MASTER ROOM NEW 2 CLOSET Oj - DISCONNECT -SIZED AND FUSED AS PER EQUIPMENT - BEDROOM BRANCH CIRCUITS MUST BE PROTECTED WITH "AFC" 12- 10 -03 TO LIGHTS N NAME PLATE RATING TYPE BREAKERS AS PER NEC - 210,12 COMMENT #7 FIRST FLOOF N E.F O - CONTRACTOR SHALL PROVIDE AT EACH ELECTRICAL PANEL NEW MASTER S -SMOKE DETECTOR DETECTORS SHALL BE INTERCONNECTED TO SOUND WITH A PERMANENT INDEX AND SERVICE MAIN IDENTIFICATION E -11 E -25 SIMULTANEOUSLY - LUMINARIES FIXTURES IN CLOTHES CLOSETS TO COMPLY WITH NEC - 410.8. E N BATHROOM -ALL LUMINARIES FIXTURES AS SELECT BY OWNER EXACT LOCATION E -30 O CEILING MOUNTED LUMINARIES. WITH ARCHITECT E -24 E -24 E -22 -WALL MOUNTED FIXTURE E E -24 E -8 E E N E EE <015 - OUTDOOR FLOOD LIGHTS, 100 WATT PAR38 LAMPS E _ E P � P - EXHAUST FAN TO FLOOD LIGHTS AT PATIO a i­ .< a O CEILING FAN (CONTRACTOR TO PROVIDE BRACED JOINTING BOX) �_ AS PER NEC -314 _ _ DD �I�0P0SED 2ND F 0 0 V.P SHOWER V.P. (VAPOR TIGf FPJR WET LOCATIONS) I� L�� ELECTFL\ CAL NN � � SCALE: 1/4 = 1 ' - o 120 / 240 V, 1 PH, 3 W EXISTING PANEL E TYPE: GE UJ MAIN: 2P -200 A M.C.B. 10 KAIC MOUNTING: EXISTING TO REMAIN CIRCUIT POLE VOLT AMP. WIRE COND. WIRE COND. VOLT AMP. POLE CIRCUIT DESIGNATION AMPS. A B SIZE SIZE A B AMPS. DESIGNATION PANEL "E" LOAD ANALYSIS (E)- EXISTING W .HEATER 2/30 2,250 2-#10 .1/2 01 02 3-#10 ,1 2 "C 2,500 2/30 EXISTING DRYER -(X) (BASED ON 120 / 240 V, 1 PH, 3W) 2,250 03 04 2,500 (E)- EXISTING WASHER 1/20 1,500 2- 12, 1/2 05 06 2- 12, 1/2" 1,000 1/20 REFRIGERATOR -(N) E -39 W.P W.P (E)- EXISTING EQUIPMENT 1/20 1 1,500 2 - #12, 1/2" 07108 2-#12, 1/2" 1.200 1/20 OUT DOOR LTS E GFI /WP N N " _ - O (N)- DISHWASHER 1/20 1,200 2- 12, 1 2" 09 10 2- 12, 1 2 657 1/20 GEN. LTS. REC. -�E3 TOTAL CONNECTED LOAD = 42,493 VA N N N` I, (E)- EXISTING EQUIPMENT 1/20 1,500 2- 12, 1/2 11 12 2 - #12, 1/2 1500 1/20 EXISTING EQUIPMENT - (E) FIRST 10 KVA 0 100 % = 10,000 VA E -16 (E)- EXISTING EQUIPMENT 1/20 1,500 2-#12, 1/2" 13 14 2 - #12, 1/2 " " 1,500 1/20 SMALL APPLIANCE - (N) 32,493 VA 0 40 % - 12,997 VA E -14 E- 6 (E)- GEN. LTS. REC. 1/15 657 2-#14, 1/2" 15 16 2- 12, 1 2" 1,500 1 20 SMALL APPLIANCE -(N) 17,600 AC LOAD ® 65% = 11,440 VA E -14 N (N)- GEN. LTS. /REC. 1/15 657 2 - #14, 1/2" 17 18 3- 6, 1 "C 6,000 2/50 RANGE AND COOK TOP -(N) N _� E -39 NEW ( GEN. LTS. /REC. 1/15 657 2 - #14, 1/2' 19 20 6,000 TOTAL DEMAND LOAD = 34,437 VA KITCHEN ADDITION E E -18,20 p p ** ILJLJI ( GEN. LTS. /REC. 1/15 657 2-#14, 1/2" 21 22 2-#14, 1/2 657 1/15 BEDROOM LTS. REC. -(N) 34,437 VA / 240 V = 143,4 AMPS Dyy N E -9 N E -19 O (N)_ GEN. LTS. /REC. 1/15 657 2-#14, 1/2 �� 23 24 2-#14, 1/2 657 1/15 ( ** * * )EXIST. BED LTS. REC. -(E) ` N N N (N)- TOILET G.F.I. 1/20 657 2-#12, 1/2" 25 26 2 - #14, 1/2 657 1/15 EXIST. BED LTS. REC. -(E) O (E)- EXISTING AHU 2/40 1 4.400 1 2- 8, 3/4"C 27 28 2 - #14, 1/2" 657 1/15 (* *)EXIST. BED LTS. /REC. -(E) SEE RISER CONTRACTOR TO VERIFY 8 KW HTR 4.400 29 30 2 - #14, 1/2 657 1/15 ** BEDROOM LTS. REC. -(N) EXACT. LOCATION LIGHTING. u Ld o (N)- NEW AHU 2/40 4.400 2 - # 8. 3/4"C 31 32 3-#10 1 2 "C 1.900 2/30 NEW CU * _(N) RELOCATED O 8 KW HTR 4.400 " 33 34 1.900 SINK EXIST. (N) * RELOCTED.CU 2 2/30 1.900 2 - #10, 1/2 35 36 2-#12, 1/2" 1,000 1/20 GARAGE OPENER -(E) MAIN 1/1 EXIST. N N E -19 N E -6 N 0 1.900 37 38 1 /- SPACE TO FLO LIGHT E -8 METER N E -14 E -16 (N)- OUT DOOR LTS 1/20 1,200 2 - #12, 1/2" 39 4p 1/- SPACE AT EAV E WP,GFI Ln W. E N N N E -16 SPACE 1/- 41 1/- SPACE E N N LIGHTS & RECEPTACLES LOAD = 2,631 SQFT * 3 VA = 7,893 VA - £ _ W.P ON 12 CKTS. - 657 VA E -5 E 2,4 E -14 NEW DINING E -16 AREA E -8 N N (E)- EXISTING BRANCH CIRCUIT TO REMAIN AS IS. NOT ON THE SCOPE OF WORK E -16 EXIST. ELECTRICAL E -19 (N)- PROVIDE NEW BRANCH CIRCUIT BREAKER CONDUIT AND WIRING AS NOTED PANEL 'E' ( *) -NOT CONCURRENT COOLING LOAD N L ( * *)- CONTRACTOR TO VERIFY AND PROVIDE AFCI TYPE BREAKERS IN ALL BEDROOMS PER (F *) DENOTES FUSING AS PER F NEC 210 -12. MANUFACTURERS SPECIFICATION E -21 E -21 E -1,3 WP E EXIST. E -14 A WN N E-8* W/H E -21 E -14 E 3 30 0 E 2 NF N N E -35,37 NEW E -25 H.0 1 # 2 30 3R N NEW BATHROOM OUTSIDE LAUNDRY NEW WIRING,CONDUIT ASUNOTED�DE F(* E -21 MOVED UNDERSTAIR 2 60 E -31,33 F * U N FOR E.F DETAIL SEE U El MECHANICAL DWGS EXISTING 3- 3/0 +1 #6�G)THHN GARAGE COPPER IN 2 C EXISTING TO REMAIN NEW A.H.0 AND CU BATHROOM REVISION U v J SEE MECHANICAL DWGS. ® 9 -1 -05 N W W U E -10 0 -1 N E -17 N W Z O MAIN 200 CB SECOND N EXISTING 200 CB E E -17 METER CAN O PANEL 2 30 3R E (-)CONTRACTOR TO PROVIDE AND VERIFY EQUIPMENT F * E ( J / W Q„ 10 KA /C M..C.B GROUNDING CONDUCTOR AS PER NEC 250 -122 E -32,34 Q TO BUILDING C.W.P. 3R ® O z FOUNDATION EXISTING MAIN EXISTING PANEL 12 -10 -03 E -21 COMMENT #7 l O W W W STEEL � (200AMP) 0 _6' MIN E -2 TO PATIO EXIST. 3 #3/0 THHN CU. IN 2 "C. Q E -8 CONTRACTOR FROM FP &L SERVICE POINT. 9 -3 -02 E N TO VERIFY AND 2 -5/8 "X10' FIELD VERIFY / PROVIDE UP GRADE IF E -10 E -22 PROVIDE NEW # GND RODS EXISTING IS FOUND TO BE DIFFERENT. E UP E -17 N 4 CU GND (COORDINATE WITH FPL) LI E -23 E -17 - N (NEC -250) E T LIGH T S IR E -17 _ DRAWN E -10 E NN N N S.L.M. CHECKED E E W.P E -39 A. R. G. EXISTING ELECTRICAL RISER DIAGRAM DATE E - 8 10-12-05 N.T.S. N W SCALE FR 0�0S ST F L 0 0 AS SHOWN 4 ` JOB NO. REYES - GAVILAN CONSULTING ENGINEERS, INC. 02 E LECTFR CAL PLAN j sa ' ARISTIDES REYES - GAVILAN, P.E SHEET j �` CERTIFICATE OF AUTHORIZATION # 8464 STATE REGISTRATION P.E. 0048181 16252 N.W. 79 AVE. • �� - �� fi °°�� MIAMI LAKES, FL 33016 SCALE 1 / 4 - 1 ® TEL: (305) 828 -5205 FAX: (305) 828 -6484 megaelec@bellsouth.net OF SHEETS mocamom REVISIONS BY PERMIT REVISION A 9 -3 -02 DRAWING NOTES: EXISTING AIR CONDITIONING UNIT SCHEDULE PERMIT REVISION Al2 -10 -03 THIS IS AN EXISTING HOUSE WITH EXISTING HVAC SYSTEM OUT BLOW HEAT COND. PERMIT REVISION RETURN DUCTWORK SUPPLY DUCTWORK KW UNIT THE SCOPE OF WORK IN THIS CONTRACT INVOLVES: UNIT NO. MANUF. MO UNIT NO. TOTAL CA , SENSIBLE EVAPORATOR COM. DOOR COIL V V Al-20-05 EXIST ( ) C CU MODEL BTU /HR BTU /HR M S o FLA HP �7 CAP AIR FLOW RLA FAN FLA ph ph BATHROOM REVISION FIRST FLOOR a a BATH ®9 -1 -05 1. NEW KITCHEN LOCATION EXISTING TO REMAIN. FULLSIZE SUPPLY PLENUM 2. NEW INTERIOR STAIRS 1 3� 0 CFM A.H.U. -2 ( 2ND FLOOR) 30.000 21,200 1000 0.5 2ND FLOOR EXISTING A.H.U. -1 CARRIER 3. NEW MASTER BEDROOM BEDROOM 1 SEER =14 FK4 CNF L2 38TXA 30 27,800 20,200 900 0.5 2 CFM W /R -410A TX ( ) CEILING VERY IMPORTANT NOTE: 1 1 HR FIRE RATED 2 6 BUILDING USAGE OCCUPANCY WILL BE TO REMAIN AS EXISTING AND WILL NOT AFFECT THE EXISTING ® - -- HVAC SYSTEM. REFER TO HEAT LOAD CALCULATION. �'R /A (D EXISTING EXISTING AHU -2 5 BEDROOM AIR DISTRIBUTION SCHEDULE SUPPLY AIR DUCT AS IS TO SYMBOL TAG USE TYPE ACCESSORIES MFG. & MODEL NO. REMARK 4" MIN. ALL REMAIN. (2.5 TN) AROUND Lo CLOSET WALL 0� F/C UNIT - - - -- ----- - - - - -- CLOSET SUPPLY ALUMINUM TITUS CEILING w r 3 R/A pN O AIR CEILING DIFFUSER O.B.D. TITUS 250 -AA MOUNTED w � E 00 o FAN SECTION KEY NOTES SUPPLY ALUMINUM TITUS WALL B O.B.D. ¢ w o Z :� �S O AIR SIDE WALL MODEL 272FS MOUNTED v r Z of DRAIN 1E N o rn = n. (REFER TO PLUMBING -------------- - - - - -- X4 ¢ REFRIGERANT PIPES U O RETURN ALUMINUM TITUS RETURN o: DRAWINGS) w D EXISTING FLEXIBLE DUCT & CEILING OC - -- Y ¢ w - a FROM COND. UNIT AIR RETURN GRILL MODEL 301E REGISTER Z 0 DIFFUSERS IN THIS AREA TO REMAIN. N E ¢ ¢ N RETURN ALUMINUM COIL SECTION REBALANCE AS NOTED CLOSE D - -- TITUS WALL r I fill NEOPRENE PADS FILTER 20 EXISITNG 4 "0 DRYER EXHAUST �f O AIR RETURN GRILL MODEL 301FL MOUNTED 0 DUCT TO REMAIN. AUX. FLOAT SWITCH INLINE EQUAL O3 NEW KITCHEN HOOD NEW TRANSFER RETURN GRILL. all - - - - - _ EZ TRAP. INC. MODEL "EZT -225" 1/2" GALV. STEEL ANGLE FLOAT SWITH SHALL STOP A/C ALL WELDED FRAME SYSTEMI F INDICATED. EF - SUPPORT WITH 50 1 NEW MAST EAVE NOTE: 1. ALL AIR DISTRIBUTION DEVICES SHALL BE ALL ALUMINUM CONSTRUCTION. DIAGONAL "BRAaI G FULL LOUVER DOOR 3 AND 3x3 x1/ ATE FULL SIZE EXISTING FULL SIZE DISCHARGE A TH R O O M 1 VEN 2. FINISHES AND TYPES OF MOUNTS SHALL BE COORDINATED © RETURN PLENUM RELOCATED EXISTING DIFFUSER WITH ARCHITECTURAL DRAWING PLENUM "0 + 0 3. DESIGN IS BASED ON TITUS OR APPROVED EQUAL. FLOOR O EXISITNG 3/4" CONDENSATE DRAIN q 10X4 A NEW 95 CFM 4. ARROWS INDICATE DIRECTION OF AIR DISTRIBUTION. EXISTING CU W / 4" HIGH CONCRETE PAD. TIE E .:. o:.,:..,:... e.:..•... _e..:..•..o:....:..n..•..::o... XISTING 8 _ IN TO MASTER ROOM 5 MAX. ACCEPTABLE FACE VELOCITY THROUGH NET FREE AREA: 400 FT /MIN. DUCTWORK 0\ 9O THERMOSTAT 6. 30 MAX NOISE CRITERIA RETURN DUCT WORK TIE -IN 3 °x3 "x1/8" PLATE FULLSIZE RETURN DUCTWORK DUCT FAN COIL UNIT TYPICAL MOUNTING DETAIL N.T.S. TURNING VANES FOR r 0 P 0 S E D STT NDARDS.A r < PEIRFORATEID- r �°�' p ( VENT CAP 12 MIN. � N HVAC NOTES HVAC DESIGN REQUIRES. YES NO DUCT SMOKE DETECTOR SLOPE 1/8 "� FT. c EXISTING �� Or-00l CL 1. GENERAL FIRE DAMPER(S) AC UNIT S CAL E : 1 /4 " 1 ® � Ll 0 A. ALL WORK SHALL BE DONE in accordance with the Florida SMOKE DAMPER(S) 3" Building Code and with all applicable regulations. FIRE RATED ENCLOSURE 3/4 UNION TYPICAL 90-DEGREE VANED ELBOW DETAIL. ® Q ) -==J B. DRAWINGS: Refer to all drawings for coordination of the HVAC work. FIRE RATED ROOF FLOOR �J D C. ARRANGE AND PAY for all permits licenses, inspections and tests. CEILING ASSEMBLY � Ul Obtain the regf fired certificates and present to owner. FIRE STOPPING L D. GUARANTEE: The completed installation shall be fully guaranteed SMOKE CONTROL CONDENSATE TRAP DETAIL 1/8" 0 STAINLESS STEEL WIRE CABLE against defective materials and /or improper workmanship for a N.T.S. (MIN. OF 2) ANCHORED TO CONCRETE PAD minimum of one year for material and labor. Compressors shall be WITH 3/8 TURNBUCKLE FOR ADJUSTMENT ri F--- V(/ guronteed for a period of five years. E. As built drawings shall be submitted to owner at the completion VENTILATION FAN SCHEDULE CONDENSING UNIT 0 r fl FASTEN C.U. TO 2" n n of project. UNIT DESIGNATION EF -1 EF -2 - GALV. u 2. SHOP DRAWINGS: Contractors shall submit for approval, within 30 days STEEL after signing contract, a minimum of five copies of fully descriptive AREA SERVED TOILET TOILET GALV. STEEL N BO TS, S literature, including but not limited to: fans, air conditioning units, air outlets. & WASHERS WITH ISOMODE No work shall proceed without approval of these submittals. i OPERATING WEIGHT, LBS 19 19 PAD. AT EACH CCRN wri: LOCATION CEILING CEILING NE 3 LINE OF BLDG. FASTEN CHANNEL TO 3. DESIGN PARAMETERS: FAN TYPE CLG. BLOWER CLG. BLOWER KITCHEN ADDITION CONCRETE USING 3/8 s A. Outdoor design temperature (Summer): 91'F DB and 7TF WB TOTAL AIR, CFM 50 100 CUS SHALL BE INSTALLED AS PER FBC SECTION ROUND WEDGE ANOHf`,RS, � 90 SOLDERED T w ONE ®EACH END OF ' p _ p B. Outdoor design temperature (Winter): 46'F 301.13. MFBC. TO RESIST HE HURRICANE FORCE WINDS. I CHANNEL AND EMBEDDED ELBOW (TYP.) IL�JI C. Indoor design temperature (Summer): 78'F DB DRIVE TYPE DIRECT DIRECT - -- 2' DEEP. D. Indoor design n temperature (Winter): 72'F DB FAN WHEEL TYPE CENTRIFUGAL CENTRIFUGAL FAN TIP SPEED FPM MAX. - - -- -_- O RECIRCULATORY 2" GALV. STEEL CHANNEL 16X4 200 CFM o s etting of 75 F and RANGE HOOD have heatin mode maximum se '•. 4. ALL THERMOSTATS SHALL g 9 cooling mode minimum setting of 70 F. The thermostat shall be arranged FAN SPEED, RPM - -- - -- 0 2 .` + ;i t ;`yam CAULK LINES WITH .. t. � �..`� �.; •, � ..:.: � : '. ' � ��' • ELASTOMERIC to prevent the simultaneous operation of heating and cooling. I Z ¢ TOTAL STATIC PRESSURE, IN OF WATER - -- - -- MATERIAL AT BOTH CONCRETE PAD. / �� / / �� / �� /�� /�� /�� /�� /��/ `: ENDS. 0 FAN MOTOR HP. NON- OVERLOAD 0.7 AMPS 1 AMPS 5. ELECTRICAL CONTROLS AND POWER WIRING: Under electrical contract. ` Li FAN MOTOR STARTER TYPE WALL SWITCH WALL SWITCH \ / \/ /\ /\ / \ / \ / \ /` / \/ 6. EQUIPMENT SPECIFIED BY manufacturer's number shall include all STARTER FURNISHED BY MC MC ANCHOR BOLT OF 500 POUNDS NEW DUCTWORK accessories, controls, etc., listed in the catalog as standard with the ELECTRICAL SERVICE AVAILABLE 120 -1 -60 120 -1 -60 10X6 MINIMUM PULL OUT CAPACITY. (TYP.) equipment. Optional or additional accessories shall be furnished as - -- -_- MASONARY OPENING REQUIRED NOTE: ALL CONDESATE UNIT SHALL BE ANCHORED TO THE CONCREYTE SLAB, ON THE Specified. EXISTING F LID INSIDE OF THE UNIT, W/ AN ANCHOR BOLT OF 500 POUNDS MINIMUM PULL OUT CAPACITY. 7. MATERIALS: ZONES 1.5 1.5 UTILITY ROOM 1 14X4 N DUCTWORK EXISTING A. REFRIGERANT PIPING: Shall be type L soft drawn, copper tubing, DESIGN MANUFACTURER BROAN BROAN 1 dehydrated for refrigerant use. Sized as shown on drawings or as MODEL NUMBER S50U 51000 10X6 1 1 C ONDENSING UNIT TYPICAL MOUNTING D E TA I L 1 1 1 � I per air conditioning equipment manufacturer's recommendations. 20 FM ° B. INSULATION: RcIrigerant suction piping shall be insulated with SERVICE SWITCH YES YES N.T.S. EXISTING 18X12 R ` T�1�N ` FIRE DAMPER GRILL thick foamed insulation, fire retardant YP SMOKE DETECTOR P ( U.L. APPROVED 1/2" type. EXIST N T RELOCATED AS SH�' VV ) NO NO _ Insulation shall be installed in piping before assembly. No split - -- - -- / W H EXITING TO REMAIN E ING F N I N I N G REMAIN -\ TIE -IN TO EXISTIQ insulation will be acceptable. Seal joints with manufacturer's 0 RE I X R E A approved adhesive and grey tape. w CONSTRUCTION ALUM /PLASTIC ALUM /PLASTIC CU -1 t ° DUCTWORK C. DUCTWORK: w MULTIBLADE BACKDRAFT DAMPER YES YES EXISTING AHU -1 a. All supply air ductwork shall be fiberglass ductboard, W TO REMAIN. TIE -IN TO ISTING w BIRDSCREEN NO NO (2.5 TN) fabricated and installed as per latest edition of SMACNA 0 } DUCTWORK " " SOLID STATE SPEED CONTROL I Fibrous Glass Duct Manual . 1 -1/2 thick R -6.0 Q NO NO " o 4 � 040 CF . Flexible insulated ductwork with 1 1/2" thick fiberglass THERMOSTAT CONTROL NO NO xo 1 18X4 b EXISTING 12X16 R/A I 1 60 CFM _J insulation with FRK vapor barrier, class I air duct, U.L. FACTORY FABRICATED CURB NO NO DUCT DN IN MECH 10X6 4 "0 EXHAUST TOILET R -6.0 MIN. CLOSET & ATTACHED TO r FAN'S DUCT TO CONNECTING DUCTWORK C. CONDENSATE DRAIN. FILTER AND FILTER FRAME NO NO R/A SECTION OF AHU. F-1 4 „ WALL CAP. ` U co ,n a. PVC, Schedule 40. Insulate all condensate drain with 3/4" incoaflex. o) EX TI EXHAUST FAN CABINET V J TOR finished where exposed with 2 coats of white latex paint as per I� manufacture's instruction. WOOD JOIST 8. Provide metal round tings with scoop at all flexible duct connection & DECK. NEW CEILING INTAKE GRILLE ,f�' to supply duct. I LIVING AREA () Z A " l< 9. TEST AND BALANCE: Contractor shall test and balance all ventilation and ! EXHAUST FAN DETAIL (E F -1 A N D E F - 2) W N.T.S. air conditioning systems. Submit four copies of Test and Balance Report SCREWS FASTENERS. I CU - J to owner for approval. HANGER WIRE < V I 10. CONTROLS: Air conditioning units shall be started and stopped thru 12 GAUGE (MIN.) DUCT individual thermostat. Individual thermostats shall start /stop supply o • ' fans and activate cooling/heating I heating systems as selected. I� �" W 9/ SHEET METAL CH ANNEL 11. Mechanical plans in general, are diagrammatic in nature, and ore to be read SUSPENDED CEILING EXISTING I ® W W . p g SEE ARCH. DRAWINGS 18X4 W in con uction with arch. Plumbing and structural p lans and shall ( ) ( 1 � g' p GARAGE uP 200 CFM be considered as one set of documents. Duct and piping offsets, bends n and transitions will be required to provide and install a complete functional LL V system and shall be provided by the contractor at no additional cost to 10X6 the owner. DUCT HANGER DETAIL EXITING FD 12. Contractor shall verify job conditions prior to ordering, fabrication or N.T.S. TO REMAIN DRAWN installation of materials or equipment. Notify architect /engineer of any A.M. conflicts before fabrication. CHECKED A. R. G. DATE 10-12-05 SCALE AS SHOWN F -D FR R G REYES - GAVILAN CONSULTING ENGINEERS, INC. JOBO2N0. ARISTIDES REYES - GAVILAN, P.E SHEET CERTIFICATE OF AUTHORIZATION # 8464 ST F REGISTRATION P.E. 0048181 16252 N.W. 79 AVE. M 1 F MIAMI LAKES, FL 33016 SC 1 _ -� _ ,� TEL: (305) 828 -5205 FAX: (305) 828 -6484 / j � megaelec@bellsouth.net OF SHEET REVISIONS BY PERMIT REVISION A 9 -3 -02 PERMIT REVISION Al2-10-03 11 - 11 PERMIT REVISION ® 1-20-05 BATHROOM REVISION O ® 9 -1 -05 DRAWING NOTES: EXI ST. THIS IS AN EXISTING HOUSE WITH EXISTING PLUMBING UTILITIES BATH THE SCOPE OF WORK IN THIS CONTRACT INVOLVES: EXISTING 1. NEW KITCHEN LOCATION BEDROOM 2. NEW TOILET AND MASTER BATHROOM 3. EXISTING SINK IN LAUNDRY RELOCATED AS SHOWN. VERY IMPORTANT NOTE: EXISTING NEW DOMESTIC WATER SERVICE TO BE PROVIDED AS SHOWN BEDROOM NEW SEPTIC TANK DRAINFIELD SYSTEM. REFER TO ARCH. DWG FOR SEPTIC TANK CALCULATION AND LAYOUT. c0 � w � L Q m L." °0 CLOSET UPZo� DN. Y Q w o0 / - 3 " SAN. SAN. DOWN TO 1ST FLOOR z 3 VTR ¢ M d It1 n ' B LAV \V// NEW OSET �I NEW ' MASTER ROOM we NEWAS T BATH �OOM GENERAL PLUMBING NOTES: 1. A. ALL WORK SHALL BE DONE in accordance with the Florida - - Building Code and with all applicable regulations. B. DRAWINGS: Refer to all drawings for coordination of the plumbing work. C. ARRANGE AND PAY for all permits, licenses, inspections �= Q and tests. Obtain the required certificates and present I to owner. LLJI D. GUARANTEE: The completed installation shall be fully F 0 P 0 S E D 0 �� guaranteed against defective materials and /or improper workmanship for a minimum of one year for material and labor. 2 ND F E. ALL HORIZONTAL SANITARY PIPING 3" and larger shall slope ® V at 1/8 inch per foot minimum, unless noted otherwise. SC ALE ; 1 / �- 99 _ ' — 0 " per foot minimum, unless noted otherwise. All piping 2 and smaller shall slope at 1/4 "inch per foot minimum. 2. SHOP DRAWINGS: Contractor Shall submit for approval within 4" SANITARY BLDG. (27 FU WHOLE BLDG.) TO NEW SEPTIC TANK. REFER TO ARCH. Q 30 days of signing contract, a minimum of five copies of fully DWG FOR SEPTIC TANK PERMIT. p descriptive literature, including but not limited to: water coot �J (2 WAY) heaters, and plumbing fixtures. No work shall proceed without the approval of these submittals. - 3. PLUMBING FIXTURES: Fixtures shall be as selected by architect hall be furnished and installed b ands y this contractor. 4 Fixtures shall be complete with draiins, traps, supplies and any other accessory required. NEW I d — �_ 4. MATERIALS: 1 ° KITCHEN A D D I TI O N A. PIPING: DW O O a. Soil, waste and vent, and storm: Sanitary pipe, PVC, DWV, Schedule 40. RELOCATED 2 "AAV SINK (� b. Domestic water: Copper pipe, Type L with sweat wrought SINK -1 Q copper fittings. Type "M" in concealed spaces is NEW 1" DOMESTIC acceptable. Isolate piping from concrete with REF WATER SERVICE JL insulating material (27 FU WHOLE BLDG.) Ln >:� c. Domestic water supply assembly: Chrome finish tubing 2 "AAV / -N EW SHUT -OFF VALVE IN VALVE BOX with angle shut off valves AS PER FBC SECTION 606.1 1/2" H.B B. Insulation: ; _ _ 1 _ _ _ _ _ -� , - a. Hot water &hot water return: Provide 1/2 „ D4 M thick fiberglass I pipe nsulation with jacket and self sealing flaps. ; SINK -2 W ' 5. PIPING TEST AND DISINFECTIONS: U TI L T Y ( 4 O M WATER METER A. Test: All sanitary and domestic water supply piping shall E W NEW BLDG. SHUT -OFF VALVE BY WASA WATER HEATER TO REMAIN. be tested for leaks before piping is concealed or connected I I EXISTING GAL DINING � RE to equipment and plumbing fixtures. ' B. Disinfection: All domestic water piping shall be 2” VTR_ disinfected by introducing a solution of calcium _ _ _ _ hypochlorite of 50 parts per million of chloride and as ' per AWWA Standards. TIE -IN TO EXISTING NEW LAV I , 3/4" CW & H LINE q�C N W B TH R 00 I A 6. CONTRACTOR SHALL COORDINATE exact location of sanitary, storm FROM WATER HEATER M VED UNDER and domestic water i in before starti an work. Noti S, AIR Q PP 9 9 Y Y Architect /Engineer of any deviations from design drawings. 7. CLEANOUTS: A. Wall: Josom 58890 -15 3 "SAN. UP TO 2ND FLOOR I 0 8. CONTRACTOR to fire protect and seal all openings and pipe NE Z penetrations thru fire rated walls and ceiling. Materials and EXISTING LI VI N U / T0 2ND FLOOR 4 E methods of fire rating shall be approved by the local GARAGE AREA W product control oproval department and shall be U.L. listed. Q � 9. PROVIDE CEILING /WALL ACCESS DOORS where indicated on drawings —J and when required to access mechanical equipment and valves. LJJ Doors shall be recessed type, fire rated if in fire rated wall or ceilings. As manufactured by Karp model RDW and KATR. 0 Z ry 10. PLUMBING CONTRACTOR SHALL review structural and demolition drawings W W prior to bidding to fully familiarize himself with project. UP DRAWN A. M. C HECKED A.R.G. DATE 10-12-05 SCAL AS OWN SH PR OPOSED JOB NO. R G REYES — GAVILAN CONSULTING ENGINEERS, INC. 02 ARISTIDES REYES — GAVILAN P.E. SHEET S T FLOOFFL\ CERTIFICATE OF AUTHORIZATION # 8464 STATE REGISTRATION P.E. 0048181 16252 N.W. 79 AVE. A MIAMI LAKES, FL 33016 SCA 1 / ® — O TEL: (305) 828 -5205 FAX: (305) 828 -6484 megaelec@bellsouth.net OF 2 SHEET REVISIONS BY PERMIT REVISION A 9 -3 -02 PERMIT REVISION Al2 -10 -03 PERMIT REVISION A 1 -20 -05 2" I 3 "VTR BATHROOM REVISION j "I` ® 9 -1 -05 I � I 1 � I I I 1 3 " FACE OF WALL COVER SECURED I I WITH SCREWS ADJUSTABLE COLLAR 2" I THREADED C.O. PLUG THREADED C,O, PLUG I I LAY 3" FIN. GRADE FIN. FL ❑OR 1 I STAINLESS STEEL COVER TUB :.:,.; ;;:�::::;...,. Ilsi;l SCREWED TO THREADED ;y C.O. PLUG. :ti � :iii I'a.ii�'� '��� >• !:i - 3' I COI 3 " I I " WC 2 ° 3 ' 4 X 6' DIA. CONCRETE I PAD FLUSH W /FIN. GRADE a SH SLIP JOINT 3" I to 2 p AAV 2 SINK -1 3' 2 » AIR ADMITTANCE I F-- to I I _j w r VALVE (TYP.) TIE -IN TO EXISTTNG 3" SANITARY LINE I j I I m I' - In W I DW FROM EXISTING BATHROOM. ( 7 FU) a r m r, p I (� VERIFY EXISTING LINE BEFORE a w o � y- 3 I �J JOB COMMENCEMENT. ~ z rn SINK -2 1 I EXTERIOR TYPE FLOOR WA LL d o COOG CO I 1'IW (2 WAY) Y Q w a Z a"' " I n N 2' 4' SANITARY BLDG. (27 FU WHOLE BLDG.) TYPICAL CLEANOUT DETAIL ' U, I 2' TO NEW SEPTIC TANK. REFER TO ARCH. N.T.S. DWG FOR SEPTIC TANK PERMIT. 4 ' LAV 3" COI NOTE: • ALL HORIZONTAL DRAIN PIPE 2 *0 OR WC 2" SMALLER SHALL BE SLOPED AT 1 /4 " /FT CO 3p 3" 3" ( 14 FU) • SHALL BE S ED ATr1 /8 " /FTs R LARGER M I N PLUMBING FIXTURE CONNECTION S C H E D U L E 3" WATER NO: DESCRIPTION DRAIN COLD HOT REMARKS WC WATER CLOSET 3" 1/2' -- FLUSH TANK, 1.6 GPF SANITARY PIPING ISOMETRIC - N TS LAV. LAVATORY (COUNTER TYPE) 1 1/2" 1/2" 1/2' PROVIDE 2.0 GPM FAUCET TUB TUB (NOTE 1) 2" 3/4" 3/4' PROVIDE 2.5 GPM SHOWERHEAD W . SH SHOWER (NOTE 1) 2' 3/4" 3/4' PROVIDE 2.5 GPM SHOWERHEAD SINK -1 KITCHEN SINK 1 1/2' 1/2' 1/2" PROVIDE 2.5 GPM FAUCET ° i_ Ld / SHOCK ABSORBER TYPE mAm SINK -2 SINK 1 1/2" 1/2" 1/2' PROVIDE 2.5 GPM FAUCET BY OWNER, PROVIDE RECESSED BOX, TO EXISTING BATHROOM. W CLOTHES WASHER 2' 1/2" 1/2" GUY GREY T200 OR EQUAL DW DISHWASHER - -- - -- 1/2' 1' INDIRECT WASTE REF REFRIGERATOR - -- 1/2' --- PROVIDE ICE MAKER KIT ` TIE -IN TO EXISTING p 3/4' 1 3/4' CW & 1/2 HW LINE / I VERIFY EXACT H.B. HOSE BIBB -- 1/2" -- SHOT -OFF VALVE WITH VACUUM BREAKER ,_�, , / I LOCATION BEFORE 3/4' / � � D ROUGH -IN SINK I I , p NOTES: 1. ALL SHOWER HEADS SHALL BE OF THE ANTI- SCALD, PRESSURE BALANCE TYPE. 4° 3/4 TIE -IN TO EXISTING I� 3/ 2. ALL FIXTURES SHALL COMPLY WITH THE FLORIDA BUILDING CODE WATER CONSERVATION STANDARDS. 3/4" W HW LINE `\ Ty. \ . �/ �� /I' SINK I-_ FROM WATER R HEATER r , j \ MINI SHOCK ABSORBER TYPE "AA" 1/2" ` \ ` \ 3/4' � LA p ` � p LAV PLUMBING SYMBOL 2 - � , 2 LEGE. JD SYMBOL DESCRIPTION IMP 1 \ � / SANITARY LINE 0 5� --- - - - - -- �� REF ' VENT LINE LAV /' - - COLD WATER LINE CD L p I HOTWATER LINE 3/4 55 ` / I GATE VALVE �t I » FLOOR PENETRATION 1/2 I I , TUB FD FLOOR DRAIN NEW 1" DOMESTIC MINI -SHOCK ABSORBER TYPE "AA" SLEEVE WATER SERVICE VAC NEW BLDG. SHUT -OFF VALVE (27 FU WHOLE BLDG.) n WATER HAMMER ARRESTOR I I \ NEW SHUT -OFF VALVE IN VALVE BOX WCO WALL CLEANOUT AS PER FBC SECTION 606.1 S.O.V. SHUT -OFF VALVE '' WATER METER 1/2„ BY WASA V� J WATER RISER DIAGRAM - NTS r Q N.T.S. U COLD WATER SUPPLY z 3/4" HEAT Q TRAP SHUT -OFF VALVE HOT WATER TO HEAT TRAP 0 SYSTEM. WATER SUPPLY U z P & T RELIEF TO HEATER. VALVE. P & T RELIEF LINE W FULL SIZE ELECTRIC WATER PROVIDE AIR FITTING � V) HEATER # 1 GAP AS PER F.B.C. o DRAIN VALVE TO OUTSIDE, TERMINATE W Q POINTING DOWN 6" ABOVE GRADE. Ld bi FLOOR Q_ TYPICAL WATER HEATER INSTALLATION DETAIL N.T.S. DRAWN A.M. CHECKED A.R.G. DATE 10-10-05 AL AS SHOWN JOB NO. R G REYES - GAVILAN CONSULTING ENGINEERS, INC. 02 ARISTIDES REYES - GAVILAN, P.E SHEET CERTIFICATE OF AUTHORIZATION # 8464 STATE REGISTRATION P.E. 0048181 P FED 16252 N.W. 79 AVE. 2 MIAMI LAKES, FL 33016 TEL: (305) 828 -5205 FAX: (305) 828 -6484 megaelec@belIsouth.net OF 2 SHEET FiELD COPY PfA CA re � JA f P IV? yk T IE ffN9� tri "! "ll���FMI�'Ivw'nXr'll�lf}I rnli UMS "I R ON si C Goo � c 0 c cc e c *, j J i