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RESPONSIBLE FOR MAINtAININC1 HIS t:Qi llPMENT AND iWilopLIES SECURED AND SUPERVISED AT ALL TIMES. CODE COMPLIANCE S. FLAMMABLE A110 COMBUSTIBLE MATERIALS, IF USED DURING CONSTRUCTION, SHALL BE HANDLED AND STORED IN ACCORDANCE WITH NFPA 30. 9. CONTRACTOR SHALL NOT IMPEDE, BLOCK, OR OTHERWISE INCAPACITATE EXISTING MEANS'OF EGRESS ;.:OR ANY COMPONENT RELATED TO THE SAFETY OF N IT'S OCCUPANTS THE BUILDING A D 10. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DAILY REMOVAL OF WASTE MATERIAL FROM THE CONSTRUCTION SITE. 11. CONTRACTOR SHALL TAKE THE APPROPIATE MEASURES TO KEEP DUST AND NOISE GENERATION TO A MINIMUM DURING THE HOURS OF SAM AND 5PM ON EVERY WEEKDAY, DURING THE CONSTRUCTION. 12. CONTRACTOR SHALL SWEEP CLEAN THE WORK AREA. ON A DAILY. BASIS, SO AS TO KEEP DUST PRODUCTION TO A MINIMUM. 13. CONTRACTOR SHALL PROVIDE SUFFICIENT PROTECTION. AGAINST DAMAGE OF ALL EXISTING BUILDING MATERIALS, EQUIPMENT, AND SYSTEMS, DURING CONSTRUCTION. 14. CONTRACTOR SHALL ALERT THE USERS OF THE SPACES ADJACENT TO THE CONSTRUCTION SITE; OF ANY POSSIBLE INTERRUPTION TO THEIR WORK AREAS OR TO THEIR BUILDING SERVICES 24 HOURS PRIOR. TO THE ACTUAL INTERRUPTION. 15. CONTRACTOR SHALL COORDINATE ALL DELIVERIES TO THE CONSTRUCTION SITE THROUGH THE SECURITY OFFICE OF THE PROPERTY. 16. CONTRACTOR SHALL COMPLY WITH ALL OSHA, CITY, AND STATE REGULATIONS AND PROCEDURES REG=ARDING WORKER SAFETY, LIABILITY, INSURANCE, TAXES, N AND PERMITS. 11. CONTRACTOR SHALL SUBMIT TO THE DIRECTOR OF PUBLIC WORKS FOR THE t CITY OF SUNNY ISLES BEACH., A PUNCH LIST OF ALL EXISTING EXTERIOR DOORS AND WINDOWS, DETAILING ACTUAL CONDITION OF ALL SAID EQUIPMENT, PRIOR TO THE COMMENCEMENT OF THE DEMOLITION CONTAINED IN THIS SCOPE OF WORK 3 1S. ALL EXPOSED STUCCO, CEMENT, PLASTER,. OR GYPSUM BOARD SHALL BE PRIMED AND PAINTED WITH TWO (2) COATS, UNLESS OTHERWISE NOTED. ° 19. ALL DIMENSIONS IN THE DRAWINGS ARE NOMINAL. CONTRACTOR IS 3c3p RESPONSIBLE FOR ADJUSTING ACTUAL CONSTRUCTION DIMENSIONS TO ALLOW FOR ACTUAL. MATERIAL THICKNESS. THIS INCLUDES, BUT IS NOT LIMITED TO; o STUCCO, BRICK VENEER AND PLASTER 20. INTERIOR WALL AND CEILING FINISHES COMPLYING WITH NFPA 101 CHAPTER 10.23 SHALL BE CLASS A OR CLASS B IN EXITS AND IN ENCLOSED CORRIDORS FURNISHING ACCESS TO EXITSt AND CLASS A, CLASS B, CLASS C IN OFFICE AREAS. 21. INTERIOR FLOOR FINISH COMPLYING WITH NFPA 101 CHAPTER 102.1 SHALL BE CLASS I OR CLASS II N CORRIDORS AND EXITS. z 22. INTERIOR FLOOR FINISH COMPLYING WITH NFPA 101 CHAPTER 102.1 SHALL BE - W o CLASS I OR CLASS 11 IN CORRIDORS AND EXITS: - w 23. FLAME SPREAD CLASSIFICATION FOR INTERIOR FINISHES SHALL COMPLY WITH N Q z BOTH F.B.C. TA15LE 803.5. AND N.F.P.A. TABLE A.1022. - .0 1W 24, FOR SAFEGUARDS .DURING CONSTRUCTION, REFER TO THE FLORIDA FIRE F PREVENTION CODE - 2002 EDITION, CHAPTER 29, SECTION 2, FIRE SAFETY DURING D <1 ONSTR.CTION. 25. ALL CONNECTIONS TO GROUND RODS SHALL BE MADE WITH U.L. APPROVED o :3 WELDED CONNECTIONS. THE CONTRACTOR SHALL FORM A GROUNDING (bo m ELECTRODE SYSTEM AS PER NEC 250 -01 m m I 26. ALL CONDUCTORS SHALL 15E CONNECTED, USING BRAIDED COPPER WIRE,. TO co EXISTING STRUCTURE ,MID /OR GROUNDING ROD MUST BE CONNECTED TO EXISTING METALLIC PIPING WITH COPPER WIRE TO ACHIEVE GROUNDING > m !i -° REQUIREMENTS AS SPECIFIED IN NFPA 1w. EXTERIOR BEARINCs WALL (HORIZ. SEPARATION) - OV -3' FROM PROPERTY LINE N/A OIVER 3' TO 10' FROM PROPERTY LINE 300%) N/A OVER 10' TO 20' FROM PROPERTY LINE 3(20%) N/A OlVER 20' TO 30' FROM PROPERTY LINE 3(40 %) N/A OlVER 30' FROM PROPERTY LINE VNL) N/A INTERIOR BEARING WALLS- SIUPPORTING MORE THAN ONE FLOOR, COLUMNS, OR OTHER BEARING WALLS` 3 XXXX SIUPPORTING ONE FLOOR ONLY 2 XXXX SIUPPORTING A ROOF ONLY 2 XXXX COLU'11NS- SLUPPORTING MORE THAN ONE FLOOR, COLUMNS, OR OTHER BEARING WALLS 3 XXXX SLUPPORTING ONE FLOOR ONLY 2 XXXX SIUPPORTING A ROOF ONLY 2 XXXX BEAMS, GRVERS,. TRUSSES AND ARCHES - SOUPPORTIWx MORE THAN ONE FLOOR, COLUMNS, OR OTHER BEARING WALLS 3 XXXX SIUPPORTING ONE FLOOR ONLY 2 XXXX SVUPPORTIWx ROOF ONLY 1(a,f,p) XXXX FLOORS t FLOOR / CEILING ASSEMBLIES 2 XXXX FLOORS t FLOOR/ CEILING ASSEMBLIES ils,fp) XXXX EXTERIOR NON - BEARING WALLS (HORIZ. SEPARATION) - 0>' -3' FROM PROPERTY LINE N/A OVER 3' TO 10' FROM PROPERTY LINE 200 %) N/A OVER 10' TO 20' FROM PROPERTY LINE 2(20 %) N/A OVER 20' TO 30' FROM PROPERTY LINE 1(4090 N/A OVER 30' FROM PROPERTY LINE NC(NL) N/A n v N /A: NOT APPLICABLE NC: NONCOMBUSTIBLE NL: NO LIMITS j 2F GENERAL NOTES FIRE RATING (HOURS) 3 _ 2 EXIST. 3rd FLOOR PLAN 7 1/92" ■ T -0w ------------ A- PPROVE-1 >rC�i� E13IiDING pEpjvnTTING, PURPOSES BY wn,k vI- 1.DADE COUNTY FIRE BEFORE ANY FIRE IS INSTALLED OR REMODELED. DATE: Z t' a BY: c . o� +erred NEW PARK BENCH 4 PLANTERS EXIST. 2nd FLOOR PLAN q, 1/320 ■ 1' -0" 1 NEW PARK i BENCH 4 PLANTERS 1 EXIST. 1st FLOOR PLAN 1 1/82" s T -0w ; il 0 PROJECT NORTH V W W � d 01 Q < Z 3:j_ Z } � V V1 8-. E a) T T c LL Z - AM ft • � 3 a � m �a L a o a r z 1� m i ao r 3 a O A001 070662FLAR FLORIDA BUILDING CODE - 2004 EDITION OCCUPANCY CLASSIFICATION: C CONSTRUCTION CLASS: BUSINESS OCCUPANCY - GROUP B H HEIGHT NOT LIMITED, MULTISTORY AREA WITH SECONDARY ASSEMBLY U UNLIMITED OCCUPANCY - GROUP A A AND SINGLE STORY AREA UNLIMITED. 1. ' 'SCOPE OF WORK', AS USED IN THIS CONSTRUCTION DOCUMENT, REFERS TO THE DESIGN WORK CONTAINED WITHIN THIS CONSTRUCTION DOCUMENT, AND THE S SPECIAL STORAGE OCCUPANCY FOR INTENDED .WORK TO ISE CARRIED OUT BY THE CONTRACTOR ON SITE. E ENCLOSELO PARKING GARAGE - S SPRINKLER SYSTEM: 2. . .CONTRACTOR MUST COMPLY WITH FBC423.02: TOXIC SUBSTANCE SAFETY 4111.4 F FULLY SPRINKLERED PRECAUTIONS. S SECTION 4 3. C CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS. REPORT ANY T THE MOST RESTRICTIVE REQUIREMENT DISCREPENCIES TO ARCHITECT PRIOR TO CONSTRUCTION. 4. C CONTRACTOR SHALL PROVIDE ALTERNATE ROUTES OF ACCESS TO ANY , F FROM EACH OCCUPANCY GROUP M MEANS OF ,FIRE PROTECTION: _ A BUILDING WITHIN THE SCONE OF WORK, SO AS TO NOT DIMNIbH; BUILDING APPLIES. I I. AUTOMATIC FIRE SPRINKLER SYSTEM 5.. E OCCUPATION. 2. HAND HELD FIRE EXTINGUISHERS OTHERWISE DIMINISHED BY THE DEMOLITION AND CONSTRUCTION WOW, 6. C CONTRACTOR SHALL SUBMIT TO ARCHITECT THE PROPOSED STAGING AREA FOR HIS OPERATION. THIS STAGING AREA MUST NOT INTERFERE WITH.EXISTING TRAFFIC OR PARKING. 1. C CONTRACTOR ASSUME$ ALL LIABILITY AND RESPONSIBILITY FOR CONSTRUCTION MATERIALS, TOOLS, AND EQUIPMENT: CONTRACTOR IS .SOLELY SUPERVISED AT ALL TIMES. CODE COMPLIANCE S. FLAMMABLE A110 COMBUSTIBLE MATERIALS, IF USED DURING CONSTRUCTION, SHALL BE HANDLED AND STORED IN ACCORDANCE WITH NFPA 30. 9. CONTRACTOR SHALL NOT IMPEDE, BLOCK, OR OTHERWISE INCAPACITATE EXISTING MEANS'OF EGRESS ;.:OR ANY COMPONENT RELATED TO THE SAFETY OF N IT'S OCCUPANTS THE BUILDING A D 10. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DAILY REMOVAL OF WASTE MATERIAL FROM THE CONSTRUCTION SITE. 11. CONTRACTOR SHALL TAKE THE APPROPIATE MEASURES TO KEEP DUST AND NOISE GENERATION TO A MINIMUM DURING THE HOURS OF SAM AND 5PM ON EVERY WEEKDAY, DURING THE CONSTRUCTION. 12. CONTRACTOR SHALL SWEEP CLEAN THE WORK AREA. ON A DAILY. BASIS, SO AS TO KEEP DUST PRODUCTION TO A MINIMUM. 13. CONTRACTOR SHALL PROVIDE SUFFICIENT PROTECTION. AGAINST DAMAGE OF ALL EXISTING BUILDING MATERIALS, EQUIPMENT, AND SYSTEMS, DURING CONSTRUCTION. 14. CONTRACTOR SHALL ALERT THE USERS OF THE SPACES ADJACENT TO THE CONSTRUCTION SITE; OF ANY POSSIBLE INTERRUPTION TO THEIR WORK AREAS OR TO THEIR BUILDING SERVICES 24 HOURS PRIOR. TO THE ACTUAL INTERRUPTION. 15. CONTRACTOR SHALL COORDINATE ALL DELIVERIES TO THE CONSTRUCTION SITE THROUGH THE SECURITY OFFICE OF THE PROPERTY. 16. CONTRACTOR SHALL COMPLY WITH ALL OSHA, CITY, AND STATE REGULATIONS AND PROCEDURES REG=ARDING WORKER SAFETY, LIABILITY, INSURANCE, TAXES, N AND PERMITS. 11. CONTRACTOR SHALL SUBMIT TO THE DIRECTOR OF PUBLIC WORKS FOR THE t CITY OF SUNNY ISLES BEACH., A PUNCH LIST OF ALL EXISTING EXTERIOR DOORS AND WINDOWS, DETAILING ACTUAL CONDITION OF ALL SAID EQUIPMENT, PRIOR TO THE COMMENCEMENT OF THE DEMOLITION CONTAINED IN THIS SCOPE OF WORK 3 1S. ALL EXPOSED STUCCO, CEMENT, PLASTER,. OR GYPSUM BOARD SHALL BE PRIMED AND PAINTED WITH TWO (2) COATS, UNLESS OTHERWISE NOTED. ° 19. ALL DIMENSIONS IN THE DRAWINGS ARE NOMINAL. CONTRACTOR IS 3c3p RESPONSIBLE FOR ADJUSTING ACTUAL CONSTRUCTION DIMENSIONS TO ALLOW FOR ACTUAL. MATERIAL THICKNESS. THIS INCLUDES, BUT IS NOT LIMITED TO; o STUCCO, BRICK VENEER AND PLASTER 20. INTERIOR WALL AND CEILING FINISHES COMPLYING WITH NFPA 101 CHAPTER 10.23 SHALL BE CLASS A OR CLASS B IN EXITS AND IN ENCLOSED CORRIDORS FURNISHING ACCESS TO EXITSt AND CLASS A, CLASS B, CLASS C IN OFFICE AREAS. 21. INTERIOR FLOOR FINISH COMPLYING WITH NFPA 101 CHAPTER 102.1 SHALL BE CLASS I OR CLASS II N CORRIDORS AND EXITS. z 22. INTERIOR FLOOR FINISH COMPLYING WITH NFPA 101 CHAPTER 102.1 SHALL BE - W o CLASS I OR CLASS 11 IN CORRIDORS AND EXITS: - w 23. FLAME SPREAD CLASSIFICATION FOR INTERIOR FINISHES SHALL COMPLY WITH N Q z BOTH F.B.C. TA15LE 803.5. AND N.F.P.A. TABLE A.1022. - .0 1W 24, FOR SAFEGUARDS .DURING CONSTRUCTION, REFER TO THE FLORIDA FIRE F PREVENTION CODE - 2002 EDITION, CHAPTER 29, SECTION 2, FIRE SAFETY DURING D <1 ONSTR.CTION. 25. ALL CONNECTIONS TO GROUND RODS SHALL BE MADE WITH U.L. APPROVED o :3 WELDED CONNECTIONS. THE CONTRACTOR SHALL FORM A GROUNDING (bo m ELECTRODE SYSTEM AS PER NEC 250 -01 m m I 26. ALL CONDUCTORS SHALL 15E CONNECTED, USING BRAIDED COPPER WIRE,. TO co EXISTING STRUCTURE ,MID /OR GROUNDING ROD MUST BE CONNECTED TO EXISTING METALLIC PIPING WITH COPPER WIRE TO ACHIEVE GROUNDING > m !i -° REQUIREMENTS AS SPECIFIED IN NFPA 1w. EXTERIOR BEARINCs WALL (HORIZ. SEPARATION) - OV -3' FROM PROPERTY LINE N/A OIVER 3' TO 10' FROM PROPERTY LINE 300%) N/A OVER 10' TO 20' FROM PROPERTY LINE 3(20%) N/A OlVER 20' TO 30' FROM PROPERTY LINE 3(40 %) N/A OlVER 30' FROM PROPERTY LINE VNL) N/A INTERIOR BEARING WALLS- SIUPPORTING MORE THAN ONE FLOOR, COLUMNS, OR OTHER BEARING WALLS` 3 XXXX SIUPPORTING ONE FLOOR ONLY 2 XXXX SIUPPORTING A ROOF ONLY 2 XXXX COLU'11NS- SLUPPORTING MORE THAN ONE FLOOR, COLUMNS, OR OTHER BEARING WALLS 3 XXXX SLUPPORTING ONE FLOOR ONLY 2 XXXX SIUPPORTING A ROOF ONLY 2 XXXX BEAMS, GRVERS,. TRUSSES AND ARCHES - SOUPPORTIWx MORE THAN ONE FLOOR, COLUMNS, OR OTHER BEARING WALLS 3 XXXX SIUPPORTING ONE FLOOR ONLY 2 XXXX SVUPPORTIWx ROOF ONLY 1(a,f,p) XXXX FLOORS t FLOOR / CEILING ASSEMBLIES 2 XXXX FLOORS t FLOOR/ CEILING ASSEMBLIES ils,fp) XXXX EXTERIOR NON - BEARING WALLS (HORIZ. SEPARATION) - 0>' -3' FROM PROPERTY LINE N/A OVER 3' TO 10' FROM PROPERTY LINE 200 %) N/A OVER 10' TO 20' FROM PROPERTY LINE 2(20 %) N/A OVER 20' TO 30' FROM PROPERTY LINE 1(4090 N/A OVER 30' FROM PROPERTY LINE NC(NL) N/A n v N /A: NOT APPLICABLE NC: NONCOMBUSTIBLE NL: NO LIMITS j 2F GENERAL NOTES FIRE RATING (HOURS) 3 _ 2 EXIST. 3rd FLOOR PLAN 7 1/92" ■ T -0w ------------ A- PPROVE-1 >rC�i� E13IiDING pEpjvnTTING, PURPOSES BY wn,k vI- 1.DADE COUNTY FIRE BEFORE ANY FIRE IS INSTALLED OR REMODELED. DATE: Z t' a BY: c . o� +erred NEW PARK BENCH 4 PLANTERS EXIST. 2nd FLOOR PLAN q, 1/320 ■ 1' -0" 1 NEW PARK i BENCH 4 PLANTERS 1 EXIST. 1st FLOOR PLAN 1 1/82" s T -0w ; il 0 PROJECT NORTH V W W � d 01 Q < Z 3:j_ Z } � V V1 8-. E a) T T c LL Z - AM ft • � 3 a � m �a L a o a r z 1� m i ao r 3 a O A001 070662FLAR EXTERIOR BEARINCs WALL (HORIZ. SEPARATION) - OV -3' FROM PROPERTY LINE N/A OIVER 3' TO 10' FROM PROPERTY LINE 300%) N/A OVER 10' TO 20' FROM PROPERTY LINE 3(20%) N/A OlVER 20' TO 30' FROM PROPERTY LINE 3(40 %) N/A OlVER 30' FROM PROPERTY LINE VNL) N/A INTERIOR BEARING WALLS- SIUPPORTING MORE THAN ONE FLOOR, COLUMNS, OR OTHER BEARING WALLS` 3 XXXX SIUPPORTING ONE FLOOR ONLY 2 XXXX SIUPPORTING A ROOF ONLY 2 XXXX COLU'11NS- SLUPPORTING MORE THAN ONE FLOOR, COLUMNS, OR OTHER BEARING WALLS 3 XXXX SLUPPORTING ONE FLOOR ONLY 2 XXXX SIUPPORTING A ROOF ONLY 2 XXXX BEAMS, GRVERS,. TRUSSES AND ARCHES - SOUPPORTIWx MORE THAN ONE FLOOR, COLUMNS, OR OTHER BEARING WALLS 3 XXXX SIUPPORTING ONE FLOOR ONLY 2 XXXX SVUPPORTIWx ROOF ONLY 1(a,f,p) XXXX FLOORS t FLOOR / CEILING ASSEMBLIES 2 XXXX FLOORS t FLOOR/ CEILING ASSEMBLIES ils,fp) XXXX EXTERIOR NON - BEARING WALLS (HORIZ. SEPARATION) - 0>' -3' FROM PROPERTY LINE N/A OVER 3' TO 10' FROM PROPERTY LINE 200 %) N/A OVER 10' TO 20' FROM PROPERTY LINE 2(20 %) N/A OVER 20' TO 30' FROM PROPERTY LINE 1(4090 N/A OVER 30' FROM PROPERTY LINE NC(NL) N/A n v N /A: NOT APPLICABLE NC: NONCOMBUSTIBLE NL: NO LIMITS j 2F GENERAL NOTES FIRE RATING (HOURS) 3 _ 2 EXIST. 3rd FLOOR PLAN 7 1/92" ■ T -0w ------------ A- PPROVE-1 >rC�i� E13IiDING pEpjvnTTING, PURPOSES BY wn,k vI- 1.DADE COUNTY FIRE BEFORE ANY FIRE IS INSTALLED OR REMODELED. DATE: Z t' a BY: c . o� +erred NEW PARK BENCH 4 PLANTERS EXIST. 2nd FLOOR PLAN q, 1/320 ■ 1' -0" 1 NEW PARK i BENCH 4 PLANTERS 1 EXIST. 1st FLOOR PLAN 1 1/82" s T -0w ; il 0 PROJECT NORTH V W W � d 01 Q < Z 3:j_ Z } � V V1 8-. E a) T T c LL Z - AM ft • � 3 a � m �a L a o a r z 1� m i ao r 3 a O A001 070662FLAR n v N /A: NOT APPLICABLE NC: NONCOMBUSTIBLE NL: NO LIMITS j 2F GENERAL NOTES FIRE RATING (HOURS) 3 _ 2 EXIST. 3rd FLOOR PLAN 7 1/92" ■ T -0w ------------ A- PPROVE-1 >rC�i� E13IiDING pEpjvnTTING, PURPOSES BY wn,k vI- 1.DADE COUNTY FIRE BEFORE ANY FIRE IS INSTALLED OR REMODELED. DATE: Z t' a BY: c . o� +erred NEW PARK BENCH 4 PLANTERS EXIST. 2nd FLOOR PLAN q, 1/320 ■ 1' -0" 1 NEW PARK i BENCH 4 PLANTERS 1 EXIST. 1st FLOOR PLAN 1 1/82" s T -0w ; il 0 PROJECT NORTH V W W � d 01 Q < Z 3:j_ Z } � V V1 8-. E a) T T c LL Z - AM ft • � 3 a � m �a L a o a r z 1� m i ao r 3 a O A001 070662FLAR I // %/ //' /:: . /// AREA N.I.C. I. ALL 5WITGHE5 AND DIMMERS SHALL BE LOCATED 4b" ABOVE FINISHED FLOOR, TO CENTER OF .1 5WITGHE5 AND 6" FROM DOOR FRAME. MULTIPLE - 2 5WITGHE5 AT ONE LOCATION SHALL BE 6AN6ED T06ETHER AND FINISHED WITH ONE COVER PLATE. 2. REFER TO ELECTRICAL DRAWIN65 FOR EXACT ,. NEW DOOR NUMBER, TYPE AND LOCATION OF OUTLETS. 3. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, b .t . GEILIN6 5U5PEN51ON SYSTEMS, ETC., NECE55ARY TO 1`i MAINTAIN THE FINISHED CEILING HE16HT5 AS • i * ;;`'. :.` REINFORCED GONRETE -REFER TO INDICATED ON THE ARCHITECTURAL DRAWINGS. 4. PERIMETER GEILIN6 ANGLE, WHERE OCCURS, SHALL .- :: � • :: 5TRUG. DW65. FOR SPECIFICATIONS BE INSTALLED TIGHT TO PARTITION SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES. 5. CONTRACTOR SHALL NOTIFY ARCHITECT' OF ANY NEW FULL HEIGHT G.M.U. WALL, SMOOTH STUCCO ON BOTH SIDES CONFLICTS BETWEEN THE GEILIN6 FIXTURE LOCATIONS, EXISTING CONDITIONS, AND ALL NEW SYSTEMS AND EQUIPMENT„ PRIOR TO INSTALLATION. $. GEILIN6 TYPE ATTACHMENT NOTES: EXISTING WALL A. Vb"_M.R. GYPSUM BOARD PANELS ATTACHED TO 6" x 20 GAGE METAL STUD FRAMING 016" 0/0 FOR SPANS UP TO 12' -011 B. g/$'_ STUCCO ON METAL LATHE 4" x 20 GAGE STUD FRAMING 0 48" O/C MAX. ATTACHED TO STRUCTURE ABOVE STUCCO FINISH G. FASTEN ALL GEILIN6 FRAMIN6 U51N6 #10 5GREW5 0 12" FOR EACH STUD LEO. SYMBOL LEGEND 8 CEILING NOTES 7 0 /. / '// ' / / / `/ /""///"/ / /r / / / 7!-! �•✓ / - / // : / / // // / // / / / J, . /' GG / /,, / // , / / / , ,, ' /. r •/ i i�' '/ / / -;�, / i'% % /; � :X- � r � ,' ,IY I'd I f'i %. Y: ' - /:' . //, yy- /�. i� "_ / , / ` / J : /.� ! ,% /f _ / .,, , , PROJECT NORTH // / / // // , ./ / , / / / �I /!i / / J // // / / i ' / / / / / //� / j / ; ;, r, %/ // j / j ' /r, „/ / , J ! , / / , / ' / // J, ? ` rou� // / / / / }. /; / . / // // / , / // / 1. % �Eay# % / ',i' /j / . / ' r //, /.' ! d- /' % -d / '/ // r f f/ / // / / / /', . /;'// / / / / / /// / ,/ / //% • , °' .. J ,// / i ! / /�/ ' /// / < �`/ j �// / r / / " // / / / a .. /, / /,F//, / r'' /// / / j , r : /! J/ , / ' i . !, . .. I . . - /,fir/ .. .. , '�•' • / / , a' , ' � � '. , / / , / /.;, , , •- �- // 11 I NEW INVERTED BEAM 5AV�4 -GUT OPENI THRO�U6H •// // / r ... ! / / / / /' . , // // // // , /// : J/ \ / // / / / ' / // / // � '' �-; i' /j. /`: / - / / f ! N :.' / i / ,/3 • , . - is %' I'll / / / ;! `. :, '' f /,;' �/ J % % s REFER TO STRUG. DWCG5. EXISTING PRE 5T PAINEL, REFER TO S . DV�IGS. _ REGE55ED: DOWNLIGHT --2nd -FLOOR L.E�/EL _ � " REFER TO ELEC. WGS. / ....'.. t' ... ... .. , / / // �. ,r, /// ,// /, . , / // / // /'; // / // / / - .. �r< -/i`, . , . / ! / / / / / / / / .:... � / , , , , ,; J/ , /! / J /y'r J / / / / / / / / n., . - , r / / ✓ / / r /f/ �j � ,. ' ' , ' '.• :d / ' !' / %, . j!; ; ''' :. / / ' r' , ;r / /,; ;:; /; .',/ /,;,; , - / / �/! ' " . i l / / / / J / /, /i /!� r / , i `/ V III -0 .' J/ – I I —�� l4'I01 NEW ROOF L' L .... • . L� m ....... 16 -0 A F.F. ., ti .+ r. / \ / // / / / / // // I. .... .O / /,/' ,,/x /: , ' !;; ' J/ / / /f /// // // r/! // // / // :. r / / , / / , / /, / /// / / / / ' r, ' / / f /. /J // ' / / /-///, / / / / ! J / // / / / / ; / , i; y , / // ,: ; / / . // / // , / / / / / / / /�;. '' / / d: / /r" / / /: , , / % �;, ,- / / i' , . / x / / / / / / �; / / /� 1, , , / // ' ,/ / / / . i' /',', s/ E4^l: / % //. , / / 'a i; / . / , / , . ROOD / /, / / • .. BOT. OF SLAB ; : , ' ', / . , // , . / /// !; /// , / //� // ' /// / ,// / / �, / ', / / / d !. a ! %,'i, .;/ !. SLAB 1 / / / % �-' .-..- _ _. . I sw 0. I � . "I"m 1-1 I . .... yy .....•. NEW GO RE a � /; ,;' / , , V1. / / / / / /' / /1 / / '1�/ //'F. / / // / / / / / ii %�d / , '/ / / / - / /i "/ / /, / / /' .� J. / / ;', i • / -� / / // , / 7 '. // Os / 'J / / l /. / r / / / U �- 5 N GO G. COLUMN E ... r ,;. TO 5TRUG W _ :. . ... EXIST 5rT__.. .. .. ... J ...:. r , / � / , / / / . / / / �' , �: / !/ % :. /// `/ J // / /; r ..3�T'I ! '/ r i'/ // : / / r . / / %: / CsOY�1NL�C -�I / / / �. /i / , / / /, , / , j 1 / / / r / 'i / < CJ6 .,. G.RE 51L.L ... 40N .' .. .:.•. .� / / r / / / / / / / J: i / / /� / /f / ' % R O: uj GONG. E - .. : G. COLUMN : <K:....,. .....EXIST.• P STEiR ::' :. .,: »,, :, TO 5 G. DW65. .. .. ... - .. ,,, .. ..GEILING .TO MAIN . ... . . . . . . . . . ...:.... ;' / /' /' r ;.. • .., _ ,; , /// /. - ' // ' / /�/ /. , / , ,, . , _ , , / / ��yy,,,, - . - / / / / / / , / %i / /' ' / // \. //' / / / , / , ! / .. / - d �/ ; ",'. / / , ,/ ,v /' / i - W W . • ,•a:••'at; . . .' . . . . . . . ..4 .n •: ... PL TER FINISH. 0 � _.. , .... ,•, ,' META �-� ... 1. .•.1,.: _ ....... . EXIST. DO //' .. .. / / / / / .. .. / / / / / / /S / // / / i . / / / ! / /, / '/ / / / / ✓, /: / /, / / , / . �n t• , / %;, / / / / / , /" / ' a / / / / / V) O 616 . .L•.:•: 5 .. .. :. _ _f / / /. / / / y. , b •� / .i. r ss • EXISTING ::.... ...,. , , J /' / / , , a . ...: ,. �� .. : '; GARAGE . :; ..t: �' A-tol OFFICE . ::: • •' ENTRANCE 4 •,:. I .. _ ... ..... .•. .:. r,::.x .r .. PLASTER CEILING ... // / / /// ..� , / j / r // NTROL JOINT :. , .. - , // / GO — / / /// -- /� - ,,, , : ; / N e .. , / �. • r .. r . , • : is �i ,, j ` 1 ri• :.. •�• .: j , klz � d , f • . ,. " >= < V.:.it .... ... �, ,. x :: : :. . ....... �y lot FLOOR LE AL .:� + "'�': ::' , , ::: TYP. NEW DOWNLI6HT ... :' TG EXISTIN F_GEI IN TO MATCH 6 i4'- t, "A.F.F. . . . F LA 1 -. 14'- 6 "A.F.F. `, ... J z ^. _ -- _ . 14'- 014' V _ . . _ ... SECTION 6 PROPOSED CANOPY REFLECTED CEILING PLAN 5 PROPOSED CANOPY ROOF PLAN 4 � � � I . I I . I . ,/4" a Y-0" � I . I � 8 . , -o ,/0 • T-o I I - .. . I . I . I.. I I .... ". � I � � . I .1 I � � I I I . - I I I I � I . I I I I , . I . I �. 1. . . . I I I I I I .. I � I � . I I .1 I . � I . . I I . I . I I I . � I . . . . . I . � I I . I I I I � I I - � I . I . . I . , � , /// ,;/// V//. /.,/, -//////'�///� -/ / ///,/"-/",.""/`�/�//.////'/"�/`/' /';;>� I 1. /' '-- 111'�Ilx'-"71 Z/'-" / / "��'/// �' /,- , � "///, I -1/ "I , I." I // I I '// /,- // / //"'/" / I //' ///' - //' _L/"'/'/'�///�'/'// '/ ;/ '1/1.//�L/////- -/ /'�'// / // / I /�' , , / , , 1/11 I // - . I I I /" -/ // / //' 1/1 // // .�` / / / // '' i / / � is / // ' // / /,' / ; "'//'/� �'/ 1 , // / / / ! // / /// I /'j , / , -A - , �"" " / I / �/// " // "'I"'I" ,/./'/ i // /'/�'/' / . - -71 , / .�'� - I . -�// ///'�//'/-"/'-":�'- , , " 'I, '-�111 I � ',/ �e��" : ""/ ''... I '.'', ��e7:1'��-�- � - , , , , � " � x--/ /� //' - /� , ' " , '' //��;'//' / " - //,/ '/ , , /' ", , , - r � I ��'.�'-'--' -'' / �A /. /,' /' / /�// / / , �7/y,//1- , , ,/ / // /� , , / / " " " �/ ',,,/,:, " z 1� '� , ,-/ ", , // / � ,- ` '\- -; , / - '// - //"//,/ , ./ , //�;�// /�///- / . , / ', //. „, ”' . . � . I . I . . . . � . . � I I . . - , // // / , / // // ! // / // / / . / ( �� // / / / J/ /� / / / /X'�Gr� // / /' ,� ,r t / /// , " / .",// / / // / /. / / / / %;r" r // / /,'/ i . 1. '?: / / / , / / ", i . � I . . � I I I .. . . .. I I I.. I I 1. /// ' I/ / / / t/, / / / / J / / / / / yam ,\ / / / / / / , ,X , . _ , ' ! / I , . : /' """."' / ,/� / /, // j' // / / - //. I � I : I . .. .... .. � � � .11 - .. - .. ... .. .. �: _.... / // / /� ` /, , / // / / / / /// / //: /// / / /// \\ / /,, / / �•' ` - /// / / /// // ' / / / /// , /. /' // /; // // // // /// , / /' // -- / / .. / ; T i. n PROJECT NORTH 3: t� U� z� W � W W 00 01 W a. >= Z Z F-- �V L 8 o LL rn m Vl } 3 V � •� m o a m .r • "' z LL - L m m uj Cfi ° ii V 4 NOTES: 1. NO CHANGES SHALL BE MADE WITHOUT THE PRIOR PERMISSION OF THE ARCHITECT. 2. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND- CONDITIONS OF THE JOB SITE PRIOR TO INITIATING CONSTRUCTION AND REPORT ANY DISCREPANCIES OR CONDITIONS THAT ARE UNSATISFACTORY. 3. THE CONTRACTOR SHALL PERFORM ALL WORK IN STRICT COMPLIANCE WITH THE PLANS, FLORIDA BUILDING CODE 2001 AND OTHER APPLICABLE CODES. 4.. CONTRACTOR SHALL NOT SCALE DRAWINGS. INFORMATION SHALL BE OBTAINED FROM ARCHITECT. S. SHOP DRAWINGS BEARINGS THE SEAL OF A FLORIDA .REGISTERED ENGINEER SHALL BE SUBMITTED, FOR APPROVAL OF ALL PREFABRICATED STRUCTURAL SYSTEMS. 6. ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE PROPERLY PRESSURE TREATED WITH A WOOD PRESERVATIVE. 7. AIR CONDITIONING (A /C) CONTRACTOR TO PROVIDE COMPLETE SHOP DRAWINGS OF DESIGN AND LAY —OUT FOR REVIEW, 8. AIR HANDLER UNIT (AHU) TO HAVE BUILT —IN FACTORY DISCONNECTS. CODES AND STANDARDS: 1. WINO LOADS WERE CALCULATED IN ACCORDANCE WITH ASCE 7 -02. 2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004, WITH 2005 REVISIONS. 3. BUILDING CODE REQUIREMENT FOR REINFORCED CONCRETE, ACI 318/LATEST EDITION. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 /LATEST EDITION. 4. SPECIFICATION FOR THE DESIGN,. FABRICATION AT ERECTION OF STRUC.TU.RAL. STEEL FOR BUILDINGS, AISC ASD LATEST EDITION. 5. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530 / LATEST EDITION. CONCRETE: CONCRETE TO REACH DESIRED STRENGTH, AS NOTED ON PLANS AND SCHEDULES IN 28 DAYS (MINIMUM CONCRETE STRENGTH SHALL BE fc - 5.000 psi IN 28 DAYS.) W/C - 0.4 (MAXIMUM WATER CEMENT RATIO). ALL CONCRETE SHALL 13E "READY MIXED" AND IN ACCORDANCE WITH ASTM SPECIFICATIONS C94 CERTIFICATE OF MANUFACTURERS MIX AND STRENGTH IS TO BE PROVIDED. NO WATER TO BE ADDED AFTER TRUCK LEAVES PLANT WITHOUT APPROVAL OF ENGINEER OR PLANT ENGINEER. PLANT CONTROL IS REQUIRED. MAXIMUM MIX TIME AT POINT OF DEPOSIT IS 90 MINUTES. CONCRETE COVERAGIE: PER ACI 318, THE FOLLOWING MINIMUM CONCRETE COVER: SHAH BE PROVIDED FOR REINFORCEMENT. 1. CONCRETE CAST AGAINST AND PERMANENTLY 2 CONCRETE EXPOSED T8 EARTH OR TLY EX13CiSFD TO EARTH: ........ ..............................3 I WEATHER: NO. 6 THROUGH NO. 1S BADS : ........................................................................................................................... " NO. 5 BAR AND SMALLER... .. " 3, CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOINTS: NO. 11 BAR AND SMALLER. . ... ............................... ............... ..............................3 4" : BEAMS, COLUMNS'! PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS : ................................................. 1 -1/2 SHELLS, FOLDED PLATE MEMBERS: NO. 11 BAR AND SMALLER :........ ................. ............ ...........................3/4" CONTRACTOR NOTES-- 1. GENERAL CONTRACTOR IS RESPONSIBLE TO WORK WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS SIMULTANEOUSLY. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS OF OPENINGS AND ELEVATIONS, PRIOR TO STARTING THE .WORK. ANY DISCREPANCY,. NOTIFY THE.ARCHITECT PRIOR TO PROCEEDING, 2. GENERAL CONTACTOR SHALL VERIFY UNIT ANCHORAGE BETWEEN STRUCTURAL AND MECHANICAL DRAWINGS. m ANY DISCREPANCIES NOTIFY THE ENGINEER PRIOR TO CONTINUING. 3. GENERAL CONTRACTOR AND HIS SUB— CONTRACTORS SHALL REVIEW ALL SHOP DRAWINGS AND COMMENTS ON DRAWINGS. STAMP DRAWINGS. THEN SUBMIT DRAWINGS TO ARCHITECT AND ENGINEER. OTHERWISE SHOP DRAWINGS VALLL BE REJECTED. uj� CONCRETE CYLINDER AND SLUMP TESTS: M AT' AST ONE T LE E OF CYLINDERS SHALL BE PROVIDED FOR STRENGTH AND SLUMP TESTS PER POUR OR FOR t� EACH 50 CUBIC YARDS OF CONCRETE, � CON ETE, WHICHEVER IS LESS. AT LEAST. TWO 'SETS' OF TESTS ARE RECOMMENDED FOR COLUMN POURS_ FOR EACH POUR THE .0 to ENGINEER SHALL BE PROVIDED WITH ONE 1 3—DAY T1 =5T,: ONE 1 I 7 -DAY TEST, ONE (1) 28—DAY TILT, ONE 1 SPARE AND ONE 1 SLUMP TEST. 6&A _j: of9 CONTRACTOR BID: CONTRACTOR SHALL INCLUDE �.° UI}£ N HIS SID THE COST' OF 1 OOC 'POUNDS PER BUILDING. OF REINFORCING. OF N ADQti1 AL QN REINFORCING OR NG STEEL INCLUDING FABRICATION. ABR noN N eLE a nr FURNISHING AND INSTALLING G R FI1RN ALUM AS REQUIRED: RED FOR QU U SES DIR ,EGTED � By THE ARCHITECT, THE Al2CHI'i€CTS AGENT OR BY THE +C3iMNERS REPRESENTATIVE. C C U- NPILE O PI TES. 1. CONCRETE TO REACH DESIRED STRENGTH. AS NOTED ON PLANS AND SCHEDULES IN 2B DAYS MINIMUM rsJ 1: E w U CONCRETE STRENGTH SMALL BE fc 5,000 PSI IN 28 DAYS). ALT. CONCRETE SHALL BE "READY MIXF.A' m AND IN ACCORDANCE WITH ASTM .SPECIFICATIONS C-9 A CERTIFICATE OF MANUFACTURERS MIX AND STRENGTH IS T© BE PROVIDED. 1d0 WATER To BE AflDEfl AFTER TRUCK LEAVES PLANT WI TNOUT APPROVAL >= OF ENGINEER OR PLANT ENG1114M. PLANT CONTROL IS REQUIRED. MAXIMUM MIX TIME AT POINT OF DEPOSIT "°+m IS 90 MINUTES. SLUMP AND CYLINDER TESTS SHALL SE MADE BY AN INDEPENDENT TESTING LABORATORY MINIMUM OF ONE PER 25 YARDS. 2 REINFORCING STEEL SHAH BE DEFORMED. NEW BILLET STEEL ASTM A -615 GRADE 60. ALL SPLICES TO BE -IN ACCORDANCE YlftTli ACI 318 -83 FOR STRENGTH DE$tGN . FABRICATION AND PLACING OF STEEL SHALL BE IN ACCORDANCE WITH ISM ACI CODE STANDARDS AND PRACTICE PROCEDURES. OCEDU ES, C.ti 3. FOUNDATION DESIGN /PIN PILES ARE BASED ON AN ASSUMED 7 TON CAPACITY. PIN PILES ARE oD £TOBE4 INCH .DIAMETER GALVANIZED STEEL PIPE FILLED WITH CONCRETE AND REINFORCED WITH 1 y� VERTICAL ROD: « « �" z PILES SHALL HAVE A CAP PLATE W/ SLEEVE 10 X 10 X 1 WITH HOLE IN PLATE FOR PLACEMENT OF #6 BAR EXTENDED 10 INTO PILE CAP. PILES SHALL HAVE A SAFE CARRYING CAPACITY CI OF 7 TONS AND SHALL BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER. SOIL MALL _ .... ._. _ PROVIDE A CERTIFIED LETTER REGARDING THE REQUIRE DEPTH TO ACHIEVE THE LOAD. REINFORCING: REINFORCING STEEL SHALL BE DUORMED. NEW BILLET STEEL ASTM A -815: GRADE 60. SPLICES TO BE IN ACCORDANCE WITH ACI 31.8 -95 FOR 'STRENGTH DESIGN O. FABRICATION .ANCJ PI.ACiHQ OF STEEL SHALL BE IN ACCORDANCE WITH 1955 ACI CODE STANDARDS AND PRACTICE PROCEDURES. }�L PIN PILES SHALL BE GALVANi2E0. � I G.C. SHALL FIELD VERIFY ALL EXISTING 'CONDITIONS AND DIMENSIONS, ANY DISCREPANCYL PLEASE NOTIFY A{RCH17ECT AND ENGINEER PRIOR TO CONTINUING. 0 � CD to p Ai t 5�_ W M a � 0 'y2 am M M •7 IM D N v co O SAAD ELM EL— iA CONSULTING ENGINEERS. INC. "M NW O!h Ik � ROAD) 8MM 4M Z iU ?it�F�1FLL+►O Elu 7?1 -afO4 � SHAD EL -HAGS P.E. #42550 CERTiFICMT£ flF AiiTI• oMZATM 0000SM JOB# S07 -.064 070662 FL.AR i . � . 01411 A^�8 --113 0 _ EACH WAY +�18'r-9" \ \ TI G TE `. OT 0: O (1i AA. V s t?s a 1' -8 3/4 1 5' -9 1/4- 1 1%-8 3/`4" { WMi 10 NEW C PIN I r#UP A IEYu!€m I ME DESIGN LOADS: LIVE LOAD: 30 PSF DEAD LOAD: 6" SLAB 75 PSF ROOFING MATERIAL. 10 PSF TOTAL LOAD: 115 'PSF ASCE 7 -02 V - 146 MPH EXPOSURE m C 1-1.15 - ROOF MEAN +IEIGHT 17 FEET A = 3 FEET Kz =.87 Kd _ '0.85 \\ \\ \\ \\ \\ \\ MEMBRANE UPLIFT 10 S4 FT ZONE 1, 2 Pups 78.9 PSF ZONE 3 Pup = — 129.94 PSF VA PILES G.C. SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS, ANY DISCREPANCY PLEASE NOTIFY ARCHITECT AND- ENGINEER PRIOR TO CON 71NU#4G. V : 1 r— oo co co �� #9 AT 8 " O.C.80T I EACH WAY - i+r ui c 8� CL 4 PIN 10 "x10 "xi" PLATE ,PILE. a- � y 0 'y � M a M LL "7 Z . PIN PILES ARE TO BE 4 INCH .DIAMETER STEEL .PIPE .FILLED WITH CONCRETE AND 0 w Q ..,. REINFORCED YATm 1#6 VERTICAL ROD. PILES .SMALL HAVE A FULLY WELDED CAP PLATE 1" X 10" X 10" WITH (4) 3/4 "I6 c L0 �. Q ANCHOR STUDS MIN 10" EMBED. PILES SHALL HAVE A SAFE CARRYING CAPACITY OF 7 'fQNS AND BALL CIwI+TtF1ED .BY A RNISTERIED o� PROFESSIONAL ENGINEER. (GEOTECHNICAL REPORT SHALL. Bfi PROVIDED * �r S;W FOR VERIFICATION) 070662 FLAR DETAIL $ G.C. SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS, ANY DISCREPANCY PLEASE NOTIFY ARCHITECT AND- ENGINEER PRIOR TO CON 71NU#4G. : 1 r— oo co co �� - ui c 8� � y 0 'y � M a M LL "7 Z . 8 0 w ..,. RS c L0 �. Q S;W 070662 FLAR NEW CONCRETE / \ SLAB NEW rxS °xl. /2N STEEL ANGLE WITH 314 "fib V.A. / " AT 12" -O.C. � X 50 EMBEDMEt�iT �, 1 /2" STUD AT IrOC.. X 4 "LONG SA%*=T EMSTING EYEBROW (NO HAMMERING ALLOWED) r NEW CONCRETE COLUMN A EXISTING. PARAPEI • N« LC EXISTING CONCCREI BEAM _ N VERIF / 4 6 COLUMN BEYOI EXISTING GADE BEAM CA EXTERIOR &X.% :ROD `WITH om it .O;c. SFCTION S so" v2w-w PILE CAP Y. �1ywo I RESSIOI- NEW CONCRETE BEAM G.C. SHALL VERIFY ALL., 8AAD ELJA LL—H�4 EXIMIN O -00000, :A# b t�3f141 iJ 't t ifi . IE ITal 1 DIMENSIONS. ANY DISCMPANCY 4 AS :NQTIEY �t ARCHITECT :AKD EMQWi R SAML, PRIOR TO CONMNUR40. �v S0D °EL- -H QE `P.E. #42550E 7 -,OF *UUfWQA7 .fit J013# W74064 • t0 0 � J d co W V Cc L � 0 co M � C i w wm g r U O .j t: i . lL6 co L L Q` %I • MN YMOM VERTICAL STEEL. IS SPACM & O.C. OR MORE EMIR PINS SHALL St REQUIRED SZE VERT CAP PLATE TIES BOTT. PLATE RRWW 1#,ow 4 #7 %SRT. 03 AT 8" 0.C. f*- 50E0PSi .24"x24" 8 `VERY. #3 AT a O.C. ft- Wx24" 6 #'l VERT.. 1 r3 A.T r O.C: few 500" .0 . rrrrr� Ys Ll OR L2 GREATER .n Y3 L2 1j L3 [2RFOTFR STIRRUP i:EGEI±II� 3/0. - #3 CLOSET) 310 — #3OPEN 2/14- ot #2 HOOPS. GARS ARE TO Q& V= AT NTH ENN OF A SPAN UNLESS 'V BARS FR<N AWACENT SPAN ARE ZREA70t 0' "Co BARS OR `"'E" BARS ARE REQUIRED. A BE DIM aor TO fit[ DIAGRAM. MARK WE Tw RQf4F' gt+if� S1�EL SSSSkS� Mawr WL OX f REMARKS • !, eh 4 ., : -- _ #3/c ' ac. 2 J AT 3" O:Q fow SO©OPBI Ys Ll OR L2 GREATER .n Y3 L2 1j L3 [2RFOTFR STIRRUP i:EGEI±II� 3/0. - #3 CLOSET) 310 — #3OPEN 2/14- ot #2 HOOPS. GARS ARE TO Q& V= AT NTH ENN OF A SPAN UNLESS 'V BARS FR<N AWACENT SPAN ARE ZREA70t 0' "Co BARS OR `"'E" BARS ARE REQUIRED. A BE DIM aor TO fit[ DIAGRAM. MARK WE Tw RQf4F' gt+if� S1�EL SSSSkS� Mawr WL OX f REMARKS • !, eh '� # ., : -- _ #3/c ' ac. 2 J AT 3" O:Q fow SO©OPBI B2 24'x48" +18' -B' #7 ALL tOt WTE BEAMS OrAM TNAN THM WITH THE PREFIX TB SMALL BE POtf! M MM TO PLACRQ BLOCK BELOW, Lj Lu . ti jve S" Mr. . 2 A AT rr D.G. fc- 5000F SI .. C,fit C +��,y x� +�� x }g }y AE BEAM ii� . Y� ARE Al� AND MAY iii + 0 A MA�} iO NA" WOM BRA_ REAM SCHED".. NOTES:' UJ 1, SOJOU X71 1400PS W VOLM VA" IM KA= AT SAM DO WM MM 0MRVM NOTM. TH FROM ADJACENT BEAMS. eh 2.. T RDN6;LiR A1� STRVJDTVJR,Ai* BEAM TOP BARS IN Partin OVER SUPPORT 1N! TOP BARS . 3. ALL tOt WTE BEAMS OrAM TNAN THM WITH THE PREFIX TB SMALL BE POtf! M MM TO PLACRQ BLOCK BELOW, Lj Lu . ti . A M. Tt)r 1�FQR NG 'SHAD r~( tERR `iNTQ ANY I AD i T . 1X'U13At. S ;Plan '. t WWRAK 7.RV 1 tiAf .�, AA. .i�i*JM AT 1� .I�UYi/- �g tW VkWW) /'.4{Yf/ ADD 2 i � iF .. C,fit C +��,y x� +�� x }g }y AE BEAM ii� . Y� ARE Al� AND MAY iii + 0 A MA�} iO NA" WOM T. WM N i " MINIMUM INTO SUPPORT UNLESS NOTED OiFEiIASE. , �iG i 8.., E CORM 4 AT Ml OMMI€ TAE 4" '84 3ECT & AMIS Sri. HE SAME SW ,A !QUA*'fl AS 8EAM rD -REINJ*ORCWG, EXTENDINO 48 BAR DIAMETER, e - M.. EXISTING LTG. ® 125X (42.2 x .1.23) 52:6kVA RCPTS: 1st 10kVA 0, 100X 1,0.0 kVA NEW WORK HVAC .® 100X' - (70.4.. x 1.0) _ ...O.OWA Remaining OVA ® 5OX . (0.O x 0.5) . = 0.0 OVA EQUIP ® 1.0076. (26.6 x ,1.:0) _ O.OWA TOTAL _ 159.8 I WA _> 192.3A LOAD CALCS: EXISTING .: LTG. O 125X (79.0 x 1:23) 08:SWA RCPTS: lot 10kVA ®100X _ 0.0 kVA NEW .WORK:.. HVAC 0. 10076 (0..0 x 1.0) O.OWA Remaining O .507E .0 x m.5) _ ,0.0 WA EQUIP ® 10076 . (78.3 x 1.0) _ 78.310A TOTAL _ 177 1 kV A => 2111A Sigk 8 U Z. V) Nz . o J3 at Ca LOAD CALLS: - EXISTING LTG ®. 125X. (0.0 x 1.25). .O.,0WA RCPTS: 1st 1OWA ® 1008 10.0 kVA NEW.:WORK HNAC ® . 1 OOx (0.0 X. 1.0) _ O.OWA Remaining kVA 0 307E (35.5 x '0.81 _ 1-1.8 kVA vEQUIP O 100X (0:0 x 1.0) O.OWA TOTAL = 28.0 kVA _> 77.6A PROVIDE 12 "SQ x 4" DEEP J -BOX FOR DOOR STRIKE TRANSFORMER AND CONTROL UNIT F_... % <, TO FIRE' ALARM CONTROL PAINEi I0 R L EA -,,. 4 SQ x 2 » DEEP 'J -BOX FOR �yLs U O ALARM DOOR OPEN DETECTOR, TYPICAL, _ .......................... y 314'C COORDINATE LOCATION W /DOOR 3/4 "C (TYP) 1 »C ,.__.. _. _ . _..._...._..,._ ... TC C;; Hl:r DOORS HARDWARE CONTRACTOR i CEILING COORDINATE i••- -- ' EXACT LOCATION I I ( EXISTING, OF CONDUIT WITH I ACCESS •• DOOR CONTRACTOR. I i COI�TRO ° °- ° °-- EXISTING CONDUIT SHALL BE £ PANEL I NEW WORK ROUTED IN DOOR _ W /BACKUP { FRAME ON STRIKE+ I E+48" I Fzt?WI"R i SIDE. KP .w SUPPLY TYPICAL DOOR - I 1 I ELECTRICAL RM - _ ..,. ........ ........m FLOOR FOR ELECTRIC DOOR STRIKE UNIT STANDARD DOUBLE GANG BACK BOX (UNIT PROVIDED BY OTHERS), FOR CARD KEY OR SCANNER UNIT. COORDINATE LOCATION WITH (UNIT PROVIDED BY OTHERS). COORDINATE DOOR HARDWARE CONTRACTOR. LOCATION WITH DOOR HARDWARE CONTRACTOR. NOTE: CONTRACTOR SHALL PROVIDE EXACT SAME SCANNERS AS EXISTING AND ADD TO EXISTING CARD ACCESS SYSTEM PANEL WHICH IS ALREADY INTERFACED WITH THE EXISTING FIRE ALARM PANEL. NEW DOORS WITH NEW SCANNERS SHALL BE RELEASED UPON ACTIVATION OF THE FIRE ALARM PANEL. i SECURITY ACCESS RI5ER DIAGRAM E201 .NTS I OR 2 HOURS FIFE RATED THROUGH PENETRATION PIRESTOP FOR SINGLE METAL PIPE THROUGH GYPSUM WALLS USING PIRE- 94IELD P4RATIN6 ■ 1 t 2 HR. T41tATIN6 ■ O HR. UL N W051 OI OR 2 - HOUR FIRE RATED GYPSUM WALLSOARD/STUD A9SEM BILY (ANGULAR SPACE RANGE, MIN. V4" MAX. 509 OCONDUIT - 4' dim (OR SMALLEW EMT OR RI61D STEEL. OTREMGO N FIRE -9 WLD- MIN.in" THICKNESS OF SEALANT INSTALLED WITHIN OPENING W/ A MIN. OF 1/4' CRONI AROUNV GROUND THE PENETRATION ITEM APPLIED FLUSH W/ BOTH SIDE OF KAU A99IS48LY. 2 HOURS FIRE RATED *ROUSH PENETRATION FIRESTOP FOR MULTIPLE METAL PIPE THROUGH c- OwRETE WALLS usm FIRE -51 IELD OR FIRE-1DlIAL. P- RA71N6 - 1 i 2 HR. T -RHINE - I/2 W. KI012 ") 0 WALL Assm -my - 5' THICK c4w,. W/ MAX. AREA of OPENIMIS $5.15 9% In. 0 STEEL PIPE • 2• DHa. (OR SM AL ERJ SOK 5 OR HEAVIER CONDUIT - 2" d1c. (OR SMALI.L'W EMT. MAX. 5 PIPES OR CONDUITS. ® A) STIES. SLEEVE - No. 50 MSG goly. SHEET PITTED WITHIN OPENING s SECURED TO BOTH SIDES OF WALL. 51 PACKIWS HNITERIAL - MINA• THIC40455 CERAMIC FIBER INSULATION (6 PCP) MroTIoN FITTED W MIN. V2' THICKNe FIRE- SHIELD OR FIRE SEAL, WITH 1/4' GROM FORPIND APO" PENETRATION ITEMS. 2 HOURS FIRE RATED THROUSH PENETRATION FIRESTOP FOR 51NSI.E METAL PIPE THHIeOU6H GONG. FLOOR OR RK WALLS USING TREMSTOP ACRYLIC. F- RATHN6 a 2 HR. T- RATINS ■ O HR. UL * G JI20s WIN 0 MA i PRE -RATED CONCRETE K=RS OR IRK WALLS • Min. 4112' THNGK, NTH ANNUL.AR SPACE RANEE OF 0" TO 1w 2 CONDUIT - 4" dla. (OR 5MALIEW STL. CONDUIT OR EMT. 5 TREMCO M FIRE 91 MIKV2' THICKNESS OF SEALANT INSTALLED WITHIN OPI NINS W/ A MIKOF 114" CROM AROM ORO" THE ITEM APPLIED FLUSH W/ BOTH SIDE OF WALLS ASSEMBLY. 4 TREMGO M TR"TiOP ACRYLIC - Min, 1/2' SEALANT APPLIED WITHIN AN US I A Min. V41 SEALANT APPLIED AT POINT CONTACT AT FLOOR SURFACE FOR FLOORS, OR DOTH SURPACES FOR WALLS. 2 FIRESTOFFING DETAILS E201 NTS GENERAL ELECTRICAL NOTES 1. MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE 2005 EDITION OF THE NATIONAL ELECTRIC CODE, 2007 N.F.P.A. 72, 2006 N.F.P.A. 101, 2004 FLORIDA FIRE PREVENTION CODE, 2004 F.B.C., LOCAL CODES, ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, WHERE APPLICABLE, WILL BE LISTED WITH THE UNDERWRITERS LABORATORIES, INC. QUALITY AND WORKMANSHIP ESTABLISHED BY DRAWINGS AND SPECIFICATIONS ARE NOT TO BE REDUCED BY THE ABOVE MENTIONED CODES. 2. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 3. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST -CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM IS TO BE FULLY OPERABLE AND ACCEPTANCE OF THIS SYSTEM BY THE ENGINEER MUST BE A CONDITION OF THE SUB CONTRACT. 4. ALL WORK TO BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 5. CONTRACTOR TO GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. 6. CORRECTION OF ANY DEFECTS TO BE COMPLETED WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 7. ALL REQUIRED INSURANCE TO BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 8. CONTRACTOR TO PAY FOR ALL PERMIT FEES, INSPECTIONS AND TESTINGS. 9. ALL WIRING SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED, MINIMUM WIRE SIZE SHALL BE #12 AWG, EXCLUDING CONTROL WIRING. ALL CONDUCTORS SHALL BE COPPER WITH THWN /THHN INSULATION. CONDUCTORS #10 AND SMALLER MAY BE SOLID; ALL THOSE #8 AND LARGER TO BE STRANDED. 10. ALL UNDERGROUND RACEWAYS SHALL BE MINIMUM 3/4 ", GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. RIGID STEEL SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. 11. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS, AND BE OF SPECIAL CONSTRUCTION FOR OTHER CLASSIFIED AREAS. ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE. 12. ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY PASS & SEYMOUR, BRYANT, OR ARROW HART WILL BE ACCEPTED. COLOR OF DEVICES AND PLATES SHALL BE DICTATED BY ARCHITECT /OWNER. A. SWITCHES: LEVITON #CSB1 -201 OR EQUAL B. RECEPTACLES: LEVITON #BR20 -1 OR EQUAL C. COVER PLATES: SMOOTH PLASTIC NOTE: ALL OTHER REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE. 13. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM, AND PROVIDE ALL NECESSARY DEVICES AND COMPONENTS FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 14. A SEPARATE, GREEN TYPE THWN COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET BOX. DEVICE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED IN AN APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE 250 -122 OF THE N.E.C. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL CONDUCTOR. 15. LOAD DATA IS BASED ON INFORMATION GIVEN TO THE ENGINEER AT THE 11ME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. 16. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZES. : THE CONTRACTOR IS TO PROVIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS. 17. ALL FLUORESCENT LIGHT FIXTURES SHALL HAVE IN LINE FUSING AND ELECTRONIC BALLASTS. (FUSING ONLY REQUIRED IN MIAMI DADE COUNTY) 18. ALL PANELBOARD BREAKERS SHALL BE THE PRODUCT OF EXISTING PANELBOARD MANUFACTURER, THE SYSTEM DESIGN IS BASED ON SIEMENS; HOWEVER, COMPARABLE EQUIPMENT BY G.E. & SQUARE "D" ONLY WILL BE FIELD VERIFIED. TANDEM AND HALF- SPACE. CIRCUIT BREAKERS SHALL NOT BE USED. 19. TYPEWRITTEN CIRCUIT INDEX SHALL BE AFFIXED TO INSIDE SURFACE OF EACH PANELBOARD DOOR, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CIRCUIT PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED WILL NOT BE ACCEPTED. 20. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. 21. ALL UNDERGROUND PVC CONDUIT RUNS SHALL HAVE RIGID STEEL ELBOWS AND RIGID STEEL SECTIONS AT SLAB PENETRATIONS WHERE SUBJECT TO POSSIBLE DAMAGE. 22. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, RIGID OR GALVANIZED CONDUIT. MAXIMUM NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE THREE (3). THE CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL. 23. CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: 480V SYSTEM 208V SYSTEM PHASE SEQUENCE NEUTRAL - GREY NEUTRAL -WHITE A,B,C TOP TO BOTTOM, PHASE A - BROWN PHASE A - BLACK LEFT TO RIGHT, PHASE B - PURPLE PHASE B - RED FRONT TO BACK PHASE C - YELLOW PHASE C - BLUE GRD.CON - GREEN GRD.CON - GREEN 24. CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING ALL CONDUIT PENETRATIONS MADE THROUGH FIRE RATED WALLS, CEILINGS, SLABS, ETC. PENETRATION SEALS SHALL BE PER U.L ASSEMBLY STANDARDS. 25. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DRAWINGS AT JOB SITE WITH COLORED MARKINGS INDICATING PROGRESS OF WORK. THIS SET OF CONTRACT DRAWINGS IS TO BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND WIRE IS TO BE MARKED WHEN INSTALLED. USE BEN TO INDICATE INSTALLATION AS SHOWN ON DRAVMNGS AND. USE $EQ TO INDICATE FIELD CHANGES. UPON COMPLETION OF WORK, THIS SET OF (CONTRACT DRAWINGS IS TO BE TURNED OVER TO, AND BECOME PROPERTY OF THE ELECTRICAL ENGINEER. 26. CONTRACTOR SHALL PROVIDE ACCURATE AS -BUILT DRAWINGS AND EQUIPMENT OPERATION MANUALS TO THE BUILDING OWNER PRIOR TO FINAL ACCEPTANCE OR CLOSEOUT IN ACCORDANCE WITH F.B.C. 2004 EDITION, ARTICLE 13- 413.1.ABC.2 27. ALL PANELBOARD FEEDERS SHALL BE SIZED NOT TO EXCEED 2% VOLTAGE DROP AND ALL BRANCH CIRCUITS SHALL BE SIZED NOT TO EXCEED 3% VOLTAGE DROP PER F.B.C. 2004 EDITION, ARTICLE 13- 413.1.ABC "1. 28. LIGHTING CONTROL SHALL BE BASED UPON F.B.C. 2004 EDITION, ARTICLE 13- 415.1.ABC.1 29. LIGHTING PERFORMANCE CALCULATIONS SHALL BE BASED UPON F.B.C. 2004 EDITION, ARTICLE 13- 415.2.ABC.1 WHERE THE BLDG AREA METHOD PRESCRIBED IN 13- 415.2.C.1 SHALL BE USED. 3 "AD (400SF) 3 "AD (400SF) 3 "AD (400SF) 3"( 4"(1200SF) THIRD FLOOR PLUMBING - PARTIAL P:LAA 4 °(600SF) Doo'_ 6'(2000SF) 3 "AD (400SF) 6 "RWL(2000SF) —� DOWN TO TIE TO EXISTING 6 "RWL 3" 3 "AD ON VERTICAL 3 (400SF) STORM DRAINAGE RISER DIAGRAM -- NTS r� x4'R1r - k� r CONNECT TO EXISTING PIPE. VERIFY EXACT �x . ::: �r ----- EXISTING 12" SD IN FIELD PRIOR TO COMMENCEMENT OF TO REMAIN.. ANY DISCREPANCIES. - 1 _ NEW. 6"-RD i (2000SF) \ \ 12" (20.430SF) CONNECT TO 12 D PIPED f 6 "5D IN CLG . PACE: RE- ROUTE AROU TOOTER AS REQUIRED TO ID UNDERMINING. OF I TER. , EXISTING 12* WITH HATCH TO. S . SHOWN CONNECT TO :: E . EXISTING 6"SD. 1 REMOVED. \ O 6" UNDERGROUND .txs�ss�s�.rssyisssyisssii.iss — - — o O— .:EXISTIN 6" SD TO 6. RWL DN.' REMAIN. 1.930SF) -' . 53 .. (2,OGOSlF) NQ�-B01/£RED— WlIJ.K191AY .' , (10.3 NEW. 12" SD. NECT TO a ISTiNG PIPE. VERIFY. EXACT LOCATION; INVERT do 'CAPACITY CONNECT TO 172" SD PIPE.:TO 12" SD TO ' REMAIN NE`II FOLD PRIOR .T0 COMMENCEMENT OF 9.3 RE -ROUTE AROLIW FOOTER (24.41 OSF) NOTI ENGINEER OF AS .REQUIRED TO. - AVOID DISCREPANCIES. UNDERMINING OF FOOTER. POST OFF+E :ANPY PA'T'AL PL MBING P U L/AN 1 ue• a r -o• 3 "AD (400SF) 3 "AD (400SF) 3 "AD (400SF) 3"( 4"(1200SF) THIRD FLOOR PLUMBING - PARTIAL P:LAA 4 °(600SF) Doo'_ 6'(2000SF) 3 "AD (400SF) 6 "RWL(2000SF) —� DOWN TO TIE TO EXISTING 6 "RWL 3" 3 "AD ON VERTICAL 3 (400SF) STORM DRAINAGE RISER DIAGRAM -- NTS r� x4'R1r - k� r CONNECT TO EXISTING PIPE. VERIFY EXACT �x . SIZE, LOCATION, INVERT & CAPACITY Q IN FIELD PRIOR TO COMMENCEMENT OF WORK. N011FY ARCHITECT &ENGINEER OF ANY DISCREPANCIES. - ..... __ .. .. . . .. 1. . 2 Hour Fire Rated Through ,,� 2 Hour Fire Rated Through v 1. GENERAL PLUMBING NOTES Penetratlon Flresto for .. , Penetratlon Frestop for Single P a;t Plastic Pipe through Plastic Pipe through 1. . 3735 Green Rd. Penetration Floors or Walls using 3735 Green Rd. ,0em Gypsum Walls using Beachwood, OH, 44122 ye �` 9 Beachwood, OH, 4 . TREMstop WS and TREMstop MCR T EMstop WS and TREMstop MC I. . WL 063 - ng = 2 Draw g of to scale A ZO - Rating = 2 Hour Drawl g not to sc F Ratl Hr. 2 in n le C J 6 9 F 'n t.. All WORK SHNL tO0NF0T11L WRM :THE FLOfIQA GUIDING OOOE NFPJ1, :NEC. AND 23. THERMAL INSULATION T- Rating 1 Hr. T- sting = ou . ALL : 01 HER APPL1C fEDERAI, STATE : AND LOCI..: REOUTATi0NS AND OI�IbNNCES.' R 2 H r . FMm AIL.L*K'1ilEM*a AND SQI1 liT IEQINRI D FOR THE OF .. A. DOMESTIC HOT WATER PIPW. • THE PLUMBING SYSTEMS :.S DEED HEREIN AND Sif01MN ON THE DRANAMI. I M, MUA1 1 /2'.Ti q( OR AS RI REm BY THE srATE OF FI DA ENEf�GY CODE, - •. . PRE MOLDED" SASS 'fl PNrE INSUIIITION SiB.F- ADHESIVi: JACKET 2. ` SL•I!YJ. SECURE MM PAY taOR ALL ,PEiI1S. FEES, TAla� TESIS. ,PEI : 8pN06, FMES;AI- OTHER ITEMS.AS RE 11M. MR B: . AIR CONDITIONING OON�i�ATE. COPPER PIPING: . .... . ALU110N. OF THE lIIIjMPLEIE SYStgIIS; ANp:.SW I 1. E 1NST . F . .. 1. OBdIMIMIO hM5 t)ijiM PERMfT. FIRE RATED .t /2 TFNCK ELIkSTOMIE2tIG OLOSED.CEII. POLYETkfYIENE THERMAL . - D- A : CONiRACT011 %,W L' PROVIDE All D. INSiIRANCE .FOR'.PROTEC I NM: AGAINST ' - ' } • • '... IiSULA1TMMl -WTM BUILT IN VAPOR R. SEAL AIU. EDGES AS RECOMMEND- PUBLIC :,LPMJIY'AND,:PIARMY,DAMAGE.. THE .DURATION OF. HE WOTMIL, ` . . ED BY THE YANUFACNRER. . .. , . . .11 4. ECM INURE LONGER MMRRANTIES AID :.FOR ,SPk�IFIw`EA�M�. C HORIZONTAL STOMP PIPING RUNNING PARAALIA TO THE ROOK Er. ` - OONTRACIIMR SHALT WAiIiiANf ALL WORK 10, N . OF OEhECTS: IN ORII ' AiOO. Ird11ERIALS FORA YERIOD OF O 1 .....' '. AFiLrR fRY1L WRITTEN A OF . 1/2' Ttilt3< FIBER; PIPE - THE PROJECT 9Y;THE.OWNER. . ... :. . 1. ---ll . . .. Pre -Rated Concrete Floors or Block Walla = Min. 4-1/2' thickness PRE- MOLOEU BUSS` INSULATION WITH SELF-ADHESIVE . ' .. .. . ® PI stic 10' d' . O a Pipe - lam. (or smaller) Sch. 4O PVC pipe for use in closed or open 5. "' PROIAIOE ALL NBCES5ARY INSIRUCTMNS T01HE 0R IN THE OPERATION .OF THE .I PLUMBING SYSTEMS. FINAL ACCEPTANCE. . . Pre -Rated Gypsum Wallboard /Stud Wall Assembly piping systems. Amax. annuls space of 5/13' is required. CLIANOUTS . . i . ` a: PIi0Ul0E TI PEE sm OF 130UiM,AND Ulil£In EQUIPMENT M+ AINTE1�lANfrE.AND: - Plastic Pipe - Nom. 4' diam. (or smaller) Sch. 40 PVC pipe for use in open or dosed © TREMstop WS - Intumescent wrap strips, continuously wrapped around outer :.. . RiS1IBPCTIpN. �AAENAiS:,. MANUALS TO BE. SUBMfIIED;TO' ARLIIROCI F'Gi pipR g systens ax. annuls p / i wWnin system i in Iwo stacks of twelve wraps. circumference of the .. WRH EDP pipe Ps . . _ ACCEPTANCE» PROD' A. ACCESS.. CdVER�PLAiTE. Q TR p MCR - Prefabricated steel collar wrapped over the wrap strips . (Item 3) r s ace o 1 8 required the ® TRF.MIstop WS - I p strips, continuously wrapped around the outer . and mechanically fastened to the floor or wall assembly. n 4 1. 7. SUBMIT SHOP .�iA1MING6. FOR All .W1TEtiMAt.S MID: E1�tllPlrlEMii FOR ACCEPTANCE .. . .. .. THE ARdNTFxT/i!lClll t . ". ,. . G 1�11N.11# PtII YII .OR. IHRTALLA-' n s, both a TREM WBM or PYRE -SIL -Min. bead of sealarri applied at the interface & wrap . circumference of the pipe x m on tides assembly. P 1/4� aPP JOSAMI,SERIES 38020 WtiH VMMAI. PROOF COVER . TiON.OF<ANY E><iUNI�1tT AND MATt�NS. Q TREMstop MCR - Prefabricated Awl collar wrapped over the wrap strips (Item 3) • of the concrete slob and steel collar, and at the interface wall 5 � . EXTETBOR; �10SIGM SOD 58440!. WITH VANDAL. PROOF COVER. I collar and pipe. ... B.: LABEL. A IOW ALL' EQUIPMEKr MdOTOR STARTERS, CDMAt11011A PRIG ANO .. and mechanically fastened to both sides of the wall assembly. PIrMNi AT. BOERINILS REQUIRED. BY AT Q Mortar - Min. 4 -1/2' thickness of mortar or hydraulic cement applied within annulus, VALVEli. SUBM. ID1iF1GlTIQM1 SCE. TO .THE ARf2ffflDCl/EHiINiEER' 'PDR .: PRiykM .;I:EAN- tiU1'S NM iZ�tTAI. REQU CODE, - - : 11ppRf Y," TIIE;BOnN OF AIL WASTE AND: RISF71Sy AM AT EVERY CHANGE IN ® FYRE kn. 1/4 thickness of sealant applied at the i the wall and collar, flush with both surfaces of floor or wall assembly. 1. .' �I. AND NOTE. In floors, a below the concrete slab. In walls, app to each side of oss imbly 1 . . .. . . . IL ALL CONIND1. I I'LL BE'. THE OF Tie Je�1t1IMCAY. SUIT- and p'�pe. Sealant applied . ON . COINT1 t'WK BE AS PER TIE ' .. 25. DRAINlh SHALL BE . AS. SPEC ON'. WAV N SCHUDULES. MN1it!ORB: T0.. ALL AND inbrfan. Beebe r.w ur fore here n■.. 1 Project:. AeTwr�rderwNelewhewh.�. FLTRM ISH 'IS, Pro ect: a lib ohwe a�siM aides � bweanl ,ram..se.r.ds�hyh■eee.. . .- �''�w . PROM DUNS. TRAPS, . e.w ad re beeea wienrheUeANMe.r.rve.11rw.d 1. . .. on. cati 20: P � FDtTtII�ES A1�. TiINL,;: PROVIDE FlxTws� cooMhI:ETE wrTH '''"' �..w.. dlh The 1ei�'` ur.d.r.h..r.�r _ .: >�Ibel�as. wt F: U+ , 4 I MrD. OTHFR Ai OEIIS Y REQLIM FlXNRF.S iw n.mooM`�°"d Nr1Me/irlubhrtln�rael�lr} Local �prr�mnw adMk h.�ieM Lo on: N. . 10.' . ':PRODUCTS .ANO' TnhrtTE AIS 'Rif' 1RltilE IBWIE MID OR M1tOD ,OF#. TIE_ - * WATER SAV O STI'IWQI�S: :: . ' ... N r: �eeni vru■ er as Installer. - g � W d ftMdrW ATLi1 FAI�iS SHALL COII:'F:YlRFI , .�e.da. Installer _ Date, 3/04/97 Orawin :rR 208 . . E«zTAI i'I ,Ri'ANM OF:QU�,l ri I +Atli . .. ooa '3 13 Drawl :. 11N Y063 a trmo ahi �b�� ..I-, rw�r 110 Me`rae" ... : IOIIdP:N Ohili. MALL. 8iI6E HIS AD ON :'TIM . WISOIf BE A. t7 ECTR�. WRIER NIEIITE1i» SWIU. tO0MPLIY WITH FBC - ENERGY SAVING Medbe Signatu D roved b : J. P1 Is 1. 3. ..001 D;1D = OF 0011 .'_. FPO MEIANS. . : . . SIRS SIi L> IIRfIPT1ED IN '. TO ITfE ; PAOP06�:'PR0011CT IS' Off, THAT "13ASfC 27. CART .. r>rAwavtsDS,:lpuum AND Affil} I�QtYlt..fiR SITE INVESTIGATION NOTES .. . KI fi R ,THIiN SPEiCIFIm.. COMRAOiOR SMALL. BE L IOIESIRL.E. TOR . . , A. Atl CAISUE!!S 9HIILL BE FULLY 80LTED I TO THE F1AOR AND INSTALLED AS ` I ANY :CHANGE' IN.THE ` .:BY.OTHER TRADES`: AM 111 PAY 10111 ANY RF)4 litMENDED B 4MANUFACT1jm. E> INCUIMED' . TO THE NNiRACiDWS T .FYIR'� :OR. .. : ',M1BSIiTUnONS. :B.: LRA1Tt�lES.N1>Si'ALLED ON „METAL STUD' PARTIflONS:;JOSAM. SERIES 17100 URt RAL STEEL UPRIGHTS WI1Ii IN�fIEC#RAL WELDED HEAVY WORK; THE BIDDER IS REQUIRED, BEFORE MAINTNN' At THE SITE'.WITH:UP TO- SfEfI.'f000'AND OUCTKE iiMN CONCEALED. 1. EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF W 11.. OONT IACPOR A SET OF ORAMiINMS :. I RO.!©CT T. � , TING `WIN .. . SUBMITTING HIS PROPOSAL, TO VISIT THE SITE OF THE PROPOSED WORK AND FAMILIARIZE i>M;MiF01pA11TiGN.1lIIr -BtIL IrIDIC'/1 CCOLt1ftED PENS ALL CWWGES AWDADIA � 4 FROM ih CDIITRACC'DliyNilN tFflS.;!IiET OF PIiL>ttl5 VALVES HIMSELF HERSELF WITH THE NATURE AND EXTENT OF THE WORK AND ANY LOCAL CONDITIONS THAT 1. . . . . : SHALL 8E` t1VI'IR TO.THE�ARCHff, W/ 'AT: THE OI l.E1>Oi , F.THE MAY IN ANY .MANNER .AFFECT THE WORK TO BE DONE AND EQUIPMENT, MATERIAL AND LABOR . . PROJECT AS A�-1E fOR tNAt. PA1rMAEN1. A, GATE 1A11rVES: 2< AND SWIM ALL BRONZE OONSiRLICTION, SOLID WEDGE, REQUIRED THEREFORE. SINCE THE WORK INVOLVES EXISTING BUILDINGS, SYSTEM AND FACILITIES, I. . 125, 200 PMC NON - ISHCICQ( MINIIM..IHI�ADIED,91*'MILWAM 115." 3' . LL BE GIVEN TO EXAMINATION OF WORKING CONDITIONS, EXISTING . .. . .. ...12: PRONME ALL IR9MI- trY11ER U Of". .. � _ i G ,,: U. � AND :L'A r FLANGED. ENDS.'''IRON.:DODY, EiRONZE TRIM. MILMVWKEE F -2882. 11 SPECIAL CONSIDERATION SHALL EXISTING CONDITIONS. TI AND ALL BUILDING STRUCTURES TO FAMILIARIZE HIMSELF WITH ALL AL Y1 FACILI ES AS APPIKOABIE. ,:; PRIE .S� . VARIATIONS. IN ROUTING AND�OR CONSTRUCTION SHOULD BE ANTICIPATED BY THIS CONTRACTOR AND Mme, BUT 10 OOMiPLEiE ?ilE 1NSTJ1L1A11pF1:114� W#1H THE . B. TO 3'; MtONZE ,I)ONSIIRUCTION, CLASS 125. 200 PSIG NON- ' INTENT THERRC qML •.OI MNCiS. AT NO 'ADDiiiONAL'009T . ft OM►O. ... � REQUIRED AT NO ADDITIONAL COST TO I I. . ENIOS, MIiJIYLItACEE. 302. To. 2 ; ENDS, t2DBE VIAL . SIM" WATER; THRFJIOED WAY RELIEVE HIM OF THE ARE EXPRESSLY INCLUDED AS PART OF THE WORK WHENEVER . MHAtI(EE 1b02. THE OWNER. IGNORANCE ON THE PART OF THE CONTRACTOR WILL IN NO ELIEV 1. D RESPONSIBILITIES ASSUMED UNDER THIS CONTRACT 2 and 4 Hour Fire Rated Through G`�s i f" Penetration Firestop for Single Metal Pipe through a Concrete Floors or Walls yeteM using -SIL. CAJ 1064 F- Rating = 2 and 4 Hr. T- Rating = 0 Hr. MW. c,�or- �" Penatratbn'f^lrestop for f �i �� a Mult Ile Metal through aa,r+n+:d U Gorlcrate.floom or walls 441?2 Beachwood, OH, 441 ®� B'OCfMaod� °w s using IYR� -51 laZi. . 'stem V "9 not to ais Drawing not to scale ( % - 1 01 1 ps, I FAl1aA IN 1D Pre -Rated Concrete Floors or 'Block .Wale: See Table below for min. thickness. 0 Metallic Pipe: A) Steel Pipe - 4' diam. (or smaller) Sch. 10 (or heavier) steel pipe B) Iran Pipe - 4' diam. (or smaller) cast or ductile iron pipe. C) Conduit - 4' diam. (or smaller) EMT or steel conduit. D) Copper Tubing - e diam. (or smaller) Type L (or heavier) copper tubir E) Copper Pipe - 4' diam. (or smaller) Regular (or heavier) copper pipe. ( Packing Material - See Table below for the mineral wool insulation requirements. ® FYRE -SIL - Min. 1/2' thickness of sealant applied within annulus, flush with top of floor surface or with both sides of the wall assembly. Min. Thickness Annular Spacilin. Packing Materikdin. Packing MaterlIN- Rating B) NOrt1 • Yf -�JHiEL.D fhlGkTl098 V15tQIIad Wlthh ... . -.. , �: . . . . - ,w., ci��. ; i ir - ;� - I . . of Concrete, in.Ronae. in. Thickness. in. Density. Dcf Hr, . o o FED 5YM$OL DSGRIPTIONI SY SYMBOL RIP DESCRIPTION OL I Wi1N CHROME PLA1E0 81�SS OR'BRONZE'11IMIrtIBi. :. Fr 1 PrTFErT PIPE 8N1f� 4-1/2 1/2 to 2 -7/8 3-1/2 6.0 2 . °z , WTfH :WATER TO ONEWlF1,OW TFIE. NIC#ESi OP sYIWfEM r EKING. . SANITARY LINE • . „ . 18: EAC;tf PLUM8IIIG :f=E SHALL: 8&'PWADED WITH AIR CHAMBERS: AS MR F.t3.C. FGi A• P'IiNIOD .OF TWO •HOII S WOW.. DROP'IN WAS 5-1/2 o to t -7/B 5 4.0 4 NOTE: For wall I FYRE�51iIft D to both fiux•Fares of wall. �9 1111111111111 0 1. 1. VENT LINE PKD PARKING GARAGE DRAIN . so . Project: The Them po' - used ,bow hen Ism Tessa maadanee ash the Tdleebq: 11111 avow ,. - a ib ha b= feeeed sad nbwd m «� qty WeiborirbreeMI, •�orrewwofendamtrww 1hodmd otwimwle�a�d h"Im ,feel W" PROJECT NORTH Locations A811f fs14(� 1 emeded tint lasba for lleoyh peen r�PffnF vayd vetarnbnoe adMda Tnnbo eMdl nd r.e,eee.fMeehalhefenh�eyYaM�td •NfMleIIL>I�MbderllY►rMeAele aiwia � �' ' •--► ---r SAFEWASTE LINE Installer be &M fora dbeet or m - eepunud. rAq� d ft nblold s. 'deebdreeelllerfvti' t..a werres rl 'fie PROVgEO.'TO COMI�CTBOTH IYPES.OF PIPES. .-. .. . 31. TEST ALL IO>UrPMMENT TO'DEMONSTRATE. PROPER FUMICTIDwIING CAPACitY. �p Date: 9 /13/96 Drowin TR -1084 pots, ?126u44 1Rr104'1 or deipa Tmeeo elbl be myeaeM1vn far M be ddeft wplodrq mebdd Teed �y M 21. PIIDVIE PIPING AS FOLLOWSt . .Approved . J. Pitcols 0. TOM Signature, euleddhMe�d__ - _ I � r . 1. TYPICAL CLEANOUT DETAIL .11 A. :. DQMESIIC 1XLD- WATER, LOT VMK p IC• �IILTER :HFJITER PdcT Si ALERS� YihMNI BREWERS, AND THE)WIOMEi1M. STMNERS. VALVES. GOVER SECURED WITH SGREM THREADED G.D. PLUS r-FIN. GRADE 13. .rUMCFI ALL NF GARY AC4S FMNEI.S TO CONTR01. VN.YES, MMR�S, ETC.. TO OBLIGATION AN . . THE N. � FOi INSTALLATION UNDER THE GENERAL TRA M . BODY. CLASS 125, 200 PSIi NON- PAD FLUSH IW/FIN. GRADE . _. . - - ' " ENK MILWAUKEE 1509, 2. THE NATURE OF THE REMODEL TYPE CONSTRUCTION POSES SPECIAL PROBLEMS FOR THE DESIGN C. CHOCK YALVES: 21 AND . -'14. ALL WORK HALL K HELD CHEM FEFlDRE.I ,:AND Tm:Va WATER, THRE/iDEO. ME1WiWKEE.. SEE L/di6'ER;,FLANGED ENDS. IRGN IDDY..01RONRE TRIM; CLASS 123, ENGINEERS AS WELL AS THE PLUMBING CONTRACTOR. EVERY EFFORT HAS BEEN MADE BY THE I 1. 'ALL 01110.11tADES ':CQNITi is DR#d11MJ(iS ARE .`AND TO . AND. � F -2472. ENGINEERS . TO SHOW AND IDENTIFY THE LOCATIONS AND TYPES OF EXISTING PLUMBING SYSTEMS. THE . WI DEVIATIONS OF THE PLUMBING SYSTEMS ARE AS SHOWN ON THE DRAWINGS HOWEVER 11111 F_`DETAL . LAIi.4 SMWL.NOi IE'MAI tEFpt.TO TFE.ARCH MID p ES P ING CON TOR SHALL PERFORM A E :. !>RAWI . FrOR ,DMAIS: 1. D HOSE BINS: 3/4-DI RO0 BRASS CIONSTRUCTION WITH SHUT -OFF VALVE. AN MAY .BECOME EVIDENT AS THE JOB PROGRESS . LUMB TRAC FIELD . . VA WfUM BRE*M VERIFICATION BEFORE BIDDING THIS PROJECT. f3, OFFSET PIPING `A!S:.REQtI D TO <Ci FlI�I,DNVi%:SIISJI II E, DUCtYYORIt.. EhC. A5 29. HANG P�IrG :fRQMI STRUG111RE uTIUZMIC GALifANIZED.''HANGER RODS AND TRAPEZE SHOWM ON , ORAf ;MM' AS REQUIRED. B1C. Of>I ITIANS: CLEVIS HAN�RS. . iNMEPENDELYl1 .FROMAFAINF.MTr�PIAt�E fK L COPPER . . . ". . . I. PIPING RANGERS AT 18.. P Amuxnu ;COMB mum SHALL VERIFY ALL SI "ffi %^~Inn" AIM. ISIWNSONS AT < , " . JOtM''PRIOf! TO 'ICIRION .MID.IIISTAWAWTION WF�':�,MM EQUIPMENT. � ..PI E OF DFfECTNDN AND At E/kClf. SME Cl SHUT OFf'VALVES. PROVIDE rliCl ECiIiG: SHEET ME AL t1Mf1EIDS :hOR ALL :INSUUTED TITC. DRAIN SCHEDULE VERIFY; ALL voL�ADf 111ni THE tRADE 1 OROEIG MIY.; . PLUMBING SYMBOL LEGEND . ... . -.. , �: . . . . - ,w., ci��. ; i ir - ;� - I . . 17. fUILSTi APM :MALI. PLUMBNiC FICILlIS ASE1gf7EO ON UNLiSS OTHERWISE , FIMNRE^S. SHALL N fIIIST 4UWIY WhLiTE . o o FED 5YM$OL DSGRIPTIONI SY SYMBOL RIP DESCRIPTION OL I Wi1N CHROME PLA1E0 81�SS OR'BRONZE'11IMIrtIBi. :. Fr 1 PrTFErT PIPE 8N1f� . , WTfH :WATER TO ONEWlF1,OW TFIE. NIC#ESi OP sYIWfEM r EKING. . SANITARY LINE • . „ . 18: EAC;tf PLUM8IIIG :f=E SHALL: 8&'PWADED WITH AIR CHAMBERS: AS MR F.t3.C. FGi A• P'IiNIOD .OF TWO •HOII S WOW.. DROP'IN WAS 1111111111111 0 1. 1. VENT LINE PKD PARKING GARAGE DRAIN . so . I ..19. PROiVME SHUT -OFF VALVE(S):fDR'EACH FOfNi1E.... . .. . . OOUPSiIC RIPINGr .SUC1 THE SY'STEMA� PR IOF THAN '15o!'SM FOR k PERIOD OF TWO LOSS SD STORM DRAIN LINE . 20. WHERE16 DIR$ili�R METALS ARE TO 8R JOINED. A DIELECTRIC ,FRIMIG SMALL. BE � �' ' •--► ---r SAFEWASTE LINE . .'' PROVgEO.'TO COMI�CTBOTH IYPES.OF PIPES. .-. .. . 31. TEST ALL IO>UrPMMENT TO'DEMONSTRATE. PROPER FUMICTIDwIING CAPACitY. �p CD CONDENSATE LINE 21. PIIDVIE PIPING AS FOLLOWSt . 32. SHOCK ABSORB FMIEtJAC'iMC FITTINGS. GERS AND 1 TRAP RE FIROYlDE ABSORBERS, HANGERS NSFRrs. _ - COLD WATER LINE - .11 A. :. DQMESIIC 1XLD- WATER, LOT VMK p IC• �IILTER :HFJITER PdcT Si ALERS� YihMNI BREWERS, AND THE)WIOMEi1M. STMNERS. VALVES. -- HOT WATER LINE ,I,ANO 11 N PAN PIPIND AND., -. �: AND OION,PLAWS. --- HOT WATER RETURN LINE ...VE/�. S.IMO1 PROVIDE UU RANGESAAT CONNE1CTIONS TO - . :TYPE KJtWES'S:WURD.DIiyrNM OOPPER.TLIBE Wllti t7QUIPM EIIT: FOR 0111Y . AND, DISMANTLING. AT ALL PIPE PENLTRf1TI0H,R OF WALLS..' PARTITIONS. FLOORS MIND CE]UNCLS. FCO FLUSH CLEAN OUT :. .. COPPER ALLOY OR WROUGHT SOLDER: JOINT FITiINGS.' ... FD . FLOOR DRAIN 1. . _ ; : GROUND; 'M. L SWIM HARD:DIM COPPER ;TUBE WITH G 33. PRfEIADE AND.:BTbVCINO IN WRRH STATE MID LOCAL RE(M11LA SFMRITI I - 170CA1N1TI0WS ARE FEC FIR EXTINGUISHER CABINET CAPPER AWgY: OR' WtMUGHTI SOLDER JONEf. FiiTINGS. 1. LAIR AND M i1ER1ALS RD ROOF DRAIN .. BOLDER: us IN'JOINTS SHALL BE 100 X UE FREE. ... .. . 1. 7RENCIM DE , VAIG N9. FN1JfIG. BACKFILMrO, : fOOMIPACTM. M..E UNDER THIS S TMASIOM GCO U NOUT GROUND CLEA .::: . B. SIM>IQI .WATER, SANITARY.: WASTE ANT)'VENT. PIPING, AIR. CONDMONM . VTR VENT THRU ROOF .: .. . CpNOti1.4i1TE ' _. 1. . RWL RAIN WATER LEADER 1. - . .. UE; PVC' OWV PIPE WITH,.: DRAINAGE . FITTINGS AND SOLVENT .. " ` - 'DLOERFM� JOINMS ' . . .. . PRV PRESSURE REDUCING VALVE . . . , ' ' '. - CONNECT TO EXISTING [)(ACT . . . . 1. .. . . . .. LOCATION, INVERT do CAPACITY N ABOVE . G aw. CAST Ii i PIPE WITH N0. HUB FLITiNGS WITH Ium `ODIIPUNL'S. FED PRIOR TO COMMENCEMENT OF . 11 .. 11 . WORK: NOi1FY ARCHITECT d: ENGINEER OF . .. I IIF�S NOTED GTHER1111M HORIZONTAL WASTE PIPING 3- L AND LARGM ' . DI REPAN ANY SC CIES. . .11 AND:. SM111f LER .. . 11 SHALL SLOPED ; AT A:' MINIMUM OF 1 f 13�•IN 'ft P00�1 2 -1/ I 11 11, SHAtI SLOPED AT NO -LESS THAN 1 /4 -IN'pER FOOT. 1. . .. . . . _ :. . .... . .. . SMALLER SHALL BE SLOPED -AT 'A MINIMUM OF. PER l=,•2 -1/2 -T AND : -. _ SHALL BE SLOPF� AT.NO LESS Tt�W. :1/4 -1N °E11. MM . .. .. . . . . C ' PUMP 'D19CFVIRGE PS'ING SWILL. P9E GALVANID ; iICAIEDIN E 40 SFJVr1SS I S1tTLIA. PINING WITH TI 9ANDE0 DUCTILE II '.SMITARY DtIdNAOE . . I k . . FTt1q .. . I . it . 1Q 1s ., �: . 9 �. ALL DQML 5t1C WATE PPNG IN AtX I ... NICE WITH 9% AND. AWMN1 I I . I .. . . _. I . I I . . I ... . .. _ .. . +c 1I.. . :.:. I� . _ . 1. . . .: .. ... ; . . ' _ .. . . .. . I . . ...� . ... .. .. . .. _ I .11 . . . JOSAM 32100 EXTERIOR T` 1P`E MFR. & MODEL SLIP JOINT I 11 I 11 ALL ° OP` hVALL ADJUSTABLE O A . . THREADED G.O. P 0 . = - ,w., ci��. ; i ir - ;� - I �-,.i�i . y i.i. r OL I ', s 1111111111111 0 I I so • r- 16. E' cAPY 3PRi1LER P AR1'] AL � P�.AN � 1 � STAIRWELL ENCLO 17 SURE S 6% N O NEW PENDENT SPRINKLER HEAD TO MATCH EXISTING. CONNECT TO EXISTING NEAREST BRANCH. 0 NEW GLASS PANELS DO NOT REACH CEILING. REFER TO ARCHITECTURAL DWGS FOR DETAILS. P RINKLER PARTIAL PLAN / I APPROWD FOR BUILDING PERMITTING PURPOSES BY ML"n -DADS COUNTY FIRE DEPARTMENT' FIRE PROTECTION AND /OR FIRE ALARM WORKING PLANS SHALL BE SUBMITTED FOR APPROVAL TO MIAMI -DADE FIRE DEPARTMENT BEFORSA NSTALLED OREREMODELED LARM SITE INVESTIGATION NOTES 1. SITE INVESTIGATION: EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK: THE BIDDER IS REQUIRED, BEFORE SUBMITTING HIS PROPOSAL, TO VISIT THE SITE OF THE PROPOSED WORK AND FAMILIARIZE HIMSELF /HERSELF WITH THE NATURE AND EXTENT OF THE WORK AND ANY LOCAL CONDITIONS THAT MAY IN ANY MANNER AFFECT THE WORK TO BE DONE AND EQUIPMENT, MATERIALS AND LABOR REQUIRED THEREFORE. SINCE THE WORK INVOLVES EXISTING BUILDINGS, SYSTEM AND FACILITIES, SPECIAL CONSIDERATION SHALL BE GIVEN TO EXAMINATION OF WORKING CONDITIONS, EXISTING FACILITIES AND ALL BUILDING STRUCTURES TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. VARIATIONS IN ROUTING AND /OR CONSTRUCTION SHOULD BE ANTICIPATED BY THIS CONTRACTOR AND ARE EXPRESSLY INCLUDED AS PART OF THE WORK WHENEVER REQUIRED AT NO ADDITIONAL COST TO THE OWNER. IGNORANCE ON THE PART OF THE CONTRACTOR WILL IN NO WAY RELIEVE HIM OF THE OBLIGATION AND RESPONSIBILITIES ASSUMED _UNDER THIS CONTRACT. 2. THE NATURE OF THE REMODEL TYPE CONSTRUCTION POSES SPECIAL PROBLEMS FOR THE DESIGN ENGINEERS AS WELL AS THE PLUMBING CONTRACTOR. EVERY EFFORT HAS BEEN MADE BY THE ENGINEERS TO SHOW AND IDENTIFY THE LOCATIONS AND TYPES OF EXISTING PLUMBING SYSTEMS. THE MAJOR PORTION OF THE PLUMBING SYSTEMS ARE AS SHOWN ON THE DRAWINGS HOWEVER DEVIATIONS MAY BECOME EVIDENT AS THE JOB PROGRESSES. PLUMBING CONTRACTOR SHALL PERFORM AFIELD VERIFICATION BEFORE BIDDING THIS PROJECT, APPROVED FOR BUILDING PERMITTING PURPOSES BY MIAMI-DADE COUNTY FIRE DEPARTMENT IRE _ROTECT >ND /OR FIRE ALARM WQ>RK11�ta'P�tNS SHALL BE SUBMITTED FOR APPROVAL TO MIAMI -DADE FIRE DEPARTMENT BEFORE ANY FIRE PROTECTION /FIRE ALARM IS INSTALLED OR REMODELED. . DATE: 0 0 z PR04ECT NORTH { i Ll L� P" 1 Y-4) U LL > o r* � �- ° � in -1 I 7 - 11 , " ". , �, � . ly . . . - , I 1� ,;,,, I �', � - - �, , I . . f, �'�,F,-:�!� . ! � r ,��01�', ��i� '+', , ;�!, I � , . , , I . - 9, .' : k , �`4 , , � , 4 , , ", . � . I - ,v . . � . .1 I * ,� �,� , I I I I . I . " � . � , SIP I I ' . .,:. . W , ; ,�!"'�:, . . . . , . � . 11 .1 . I I , � V, , - I -DA �� - , �'.� ,�, , 4 , , : , :,,� 7,z.. .. , '' .� �- � .- � . I k 14 I Do:, . . I � ,�' . ,; I ! I I., I 1. , -'--1 � -.1- I , .. ...� I W I 11 I , 11 � . I I 6 :r., V� " - I � 11 . . .. �, . , � . , , . . . , , ., ". � , , I I ml .. , . - � . I i , , j� - "�', .." 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