Loading...
HomeMy WebLinkAbout308 W Lake Mary Blvd (a)Revision J3 Response to Comments ❑ L = FEB 13 2018 Permit # I y 3 Project Address: 30'U W Contact: � Q(- A- '� Mk" k City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 07--13- 2d i- 4 Ph: S7-1 - '3"l '7 - ©1 (( Fax: , 38(0- 74© -C)":1 1 D y Y Email: Z cOIe YKC . CC,VV\ IJ - w Trades encompassed in revision: Building ® Plumbing ® Electrical ❑ Mechanical ® Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering General description of revision: ,Moves o e6c i': a r Dco`5 '2c,r. p �Je-,-,, S (a 6 ReVKCya., 10 � elf. � )•q 11 f ae -JOor CCI-IOVq 1 u Q j'-,�-e c1 4.t �CJL,,e V n c k ROUTING INFORMATION ❑ Fire Prevention �uilding17 Approvals z O ro w 0 z f� m U s« U L N 0 L -w z z O « L s U w ^ D V / H U w U W N %D Zoe ai 0 N 7 M M C 12 M < 6 � 3 4v o +' v t < roN W00 M LL. LL. ix o0 wZ M F-= w 0 Z 0� w �W �� N= w 2< w w O O¢wZZWWwW O�Lli<�E-0�0- 0 U w U w O N U OU O= w U w w H w V E � O ca H c/) 0 W0 CO LL H r�Iu1 l W p � 0 pwM p4 H x StOZ £ 83J ACTUAL' 1 STORY, 35'-5', MAX. • c1 o� LL X 170402 t: co * 01, „� ( o �. - I PLUMBING SPECIFICATIONS Checked By: AV BUILDING AREA ALLOWABLE.- • MERCANTILE: UNLIMITED (507.3) FLORIDA BUILDING PRODUCTS APPROVALS MASTER REVISION LIST DRAWING INDEX ACTUAL: • MERCANTILE 15,802 S.F. - ROOFING - EXISTING: FIRESTONE, SBS ASPHALT ROOFING. FL984OR12M SYSTEM NO. S-142 PATCH/REPAIR ONLY AT DEMOLITION AND NEW WORK ONLY, REMAINDER REV. DATE DESCRIPTION ARCHITECTURE 25 12 STRUCTURAL 4 ELECTRICAL 4 R1 12/22/2017 SHELL COORD. 1 S HT # DRAWING NAME S HT # DRAWING NAME S HT # DRAWING NAME AREA COMPLIES WITH SECTION 580.4.2. OF ROOF IS EXISTING UNLESS INDICATED OTHERWISE. FIRE RESISTANCE RATING STRUCTURAL FRAME: 0 HRS BUILDING ELEMENTS I BEARING WALLS (INTERIOR AND EXTERIOR): 0 HRS (FBC TABLE 601 & 602) I NON-BEARING EXTERIOR WALLS: (NEPA 220 TABLE 4.1.1) I X < 5 1 HRS NOTE: NOTIFY ARCHITECT IF EXISTING ROOFING IS A DIFFERENT TYPE THAN INDICATED HERE SYSTEM WILL NEED TO BE RESUBMITTED IF DIFFERENT THAN INDICATED. G-0.1 COVER SHEET S1.0 FOUNDATION PLAN E-1.0- ELECTRICAL POWER PLAN — G-0.2 ACCESSIBILITY STANDARDS S2.0 „---��q --- -- FOUNDATION DETAILS E-2.0 ELECTRICAL LIGHTING PLAN G-0.3 ACCESSIBILITY STANDARDS S3.0 ROOF FRAMING PLAN E-3.0 — ELECTRICAL DETAILS ----------- ---- _-__-__._._. __ G-0.4 FIRST FLOOR LIFE SAFETY PLAN S4.0 ROOF FRAMING DETAILS E-4.0 _ ELECTRICAL SPECIFICATIONS 5 </= X < 10 1 HRS 10 </= X < 30 0 HRS 30 </= X 0 HRS H.M. DOORS: CECO DOOR PRODUCTS, SEVERE WINDSTORM RESISTANT DOOR AND FRAME FLORIDA APPROVAL NUMBER 4553-R10 G-0.5 GENERAL PROJECT NOTES G-0.6 GENERAL PROJECT NOTES , - NON-BEARING INTERIOR WALLS: 0 HRS FLOOR CONSTRUCTION: 0 HRS ROOF CONSTRUCTION: 0 HRS OVERHEAD COILING DOOR OVERHEAD DOOR CORP, MODEL 625, FLORIDA APPROVAL NO:15960.1 -- A-2.1 FIRST FLOOR PLAN A-2.2 REFLECTED CEILING PLAN ACTUAL' NO SHAFTS IN THIS PROJECT. NOTE: IF CONTRACTOR SUBSTITUTES ALTERNATE PRODUCTS DURING BIDDING OR CONSTRUCTION, SAID SUBSTITUTION MUST INCLUDE A FLORIDA APPROVAL NUMBER AND SHALL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH THE WORK. Nca A-2.3 ROOF PLAN INTERIOR WALL AND D(IT ENCLOSURES AND EXIT PASSAGEWAYS: CLASS B CEILING FINISHES: ` CORRIDORS: CLASS R A-3.1 WALL CONSTRUCTION DETAILS EGRESS WIDTH: SEE LIFE SAFETY PLAN (ASTM E 84, FBC TABLE 803.9) ROOMS AND ENCLOSED SPACES: CLASS C A-3.2 WALL CONSTRUCTION DETAILS o INTERIOR FLOOR FINISHES: MINIMUM CRITICAL RADIANT FLUX: CLASS II A-8.1 DOOR SCHEDULE, TYPES AND DETAILS (DOC FF -1, FSC SECTION 804) CORRIDOR RATING: 0 HR (FBC TABLE 1018.1) (NEPA 101 12.3.6) .-._.-._.—_.._...�---_�..._.._._..____..-....-___....._._._________._..—.__ ___.____� ______..._ _..__..�...-.....--._..—_—__..._:._-_.� :._.-_..._....._ _ �_� ____..._..-_._.._.._.__._.._-___ __.__ -_- _ _- . _ __ t _ _ - _-_ .. _ _ _�_ ..___ _.._---- ---- --_VERTICAL VERTICAL EXIT ENCLOSURES: NO VERTICAL EXIT ENCLOSURES IN THIS PROJECT. O EXIT ACCESS TRAVEL DISTANCE 250 FT. (FBC TABLE 1016.2) (NEPA 101 12.2.6) MECHANICAL 3 PLUMBING 2 -- NUMBER OF EXITS: 1-500 OCCUPANTS: 2 EXITS REQUIRED M-1.0 MECHANICAL FLOOR PLAN P-1.0 PLUMBING PLAN 0 Q z O ro w 0 z f� m U s« U L N 0 L -w z z O « L s U w ^ D V / H U w U W N %D Zoe ai 0 N 7 M M C 12 M < 6 � 3 4v o +' v t < roN W00 M LL. LL. ix o0 wZ M F-= w 0 Z 0� w �W �� N= w 2< w w O O¢wZZWWwW O�Lli<�E-0�0- 0 U w U w O N U OU O= w U w w H w V E � O ca H c/) 0 W0 CO LL H r�Iu1 l W p � 0 pwM p4 H x StOZ £ 83J ---------- -- Sheet Name: 0, • c1 o� LL X 170402 t: co * 01, „� ( o �. - I PLUMBING SPECIFICATIONS Checked By: AV KC ---------- -- Sheet Name: 5 1-1,000 OCCUPANTS. 3 EXffS REQUIRED Proj #: Issue Date: 170402 M-2.0 MECHANICAL SCHEDULE AND DETAILS P-2.0 PLUMBING SPECIFICATIONS Checked By: AV KC MORE THAN 1,000 OCCUPANTS: 4 EXITS REQUIRED M-3.0 MECHANICAL SPECIFICATIONS AND COMMISSIONING NOTES TOTAL OCCUPANT LOAD: SEE LIFE SAFETY PLAN N Nca EGRESS WIDTH: SEE LIFE SAFETY PLAN o O Q � 0 N � ---------- -- Sheet Name: COVER SHEET Proj #: Issue Date: 170402 09-29-2017 Sheet No.: - G-00 Drawn By: Checked By: AV KC LU UM t s- LL LL O >- p O Q W wd LU Z F -- UO � Z O cn r LU LU OZ Q W Z Z W O W O W Q ~ p } IX W of U W U W O s d W U~ Of 0 U 00 = W W Q W H W UEm = �>> M >- O H W �= QF- LUO �• ©, LLI Ln %0 Z Q Issue Date: 170402 M �O Sheet No.: GmO*4 Drawn By: ai O N AV KC Z � 7 M M C M � r O r O W N Q 00 m U N 3 �F- " o N Q •� s « 00 0'j L M N 0 N L w z Ed O N 0 « L p s F- V) F, M M w O � O r p O N C O .Q O Q LL VI LL LL O >- p O Q W wd LU Z F -- UO � Z O cn r LU LU OZ Q W Z Z W O W O W Q ~ p } IX W of U W U W O s d W U~ Of 0 U 00 = W W Q W H W UEm = �>> M >- O H W �= QF- LUO r` �• ©, t Q Issue Date: 170402 �r Sheet No.: GmO*4 r` ti LIFE SAFETY PLAN Proj M Issue Date: 170402 09-29-2017 Sheet No.: GmO*4 Drawn By: Checked By: AV KC r O r O N N 0'j N N N N Ed O N p C O .Q U N 0 N a `o LLo v 'w � N O Z o � Sheet Name: FIRST FLOOR LIFE SAFETY PLAN Proj M Issue Date: 170402 09-29-2017 Sheet No.: GmO*4 Drawn By: Checked By: AV KC FACE of WALL VERIFY RAMP N FlE v" JOINT SEALANT AND KEYNOTES - NEW WORK KEYNOTES - DEMOLITION GENERAL SHEET NOTES LANDING WIDTH PER PLAN SLOPE 1:12 (MAX.) BACKER ROD GENERAL DEMOLITION SLOPE 1:50 MAX. 1. UNLESS INDICATED OTHERWISE, NO NEW WORK THIS AREA. COORDINATE ROUTING AND TERMINATION LOCATION WITH TENANT AT FANCY A. 2 -HR RATED TENANT DEMISING WALL NOT IN CONTRACT, THIS WALL IS BONG E. REMOVE AND DISPOSE ALL RECESSED AND/OR RAISED SLABS. VERIFY EXTENT IN JOINT SEALANT AND NEW LANDING AND RAMP AT EXISTING PAVEMENT, 2. 1 -HR. RATED TENANT DEMISING WALL LOCATION. FRUIT SPACE AT ADJACENT EMPTY TENANT SPACES. COORDINATE CONSTRUCTED UNDER THE LA FITNESS SHELL PACKAGE SCOPE FIELD. PROVIDE NEW SLAB INFILL TO MATCH ADJACENT CONSTRUCTION, SET TO 1. SEE GENERAL SHEET NOTES FOR GENERAL PROJECT DEMOLITION NOTES. 1. SEE GENERAL SHEET NOTES FOR GENERAL PROJECT DEMOLITION NOTES. BACKER ROD NEW EXIT DOOR. 4• NEATLY SAWCUT EDGE AT 3. TELECOM CONDUITS OVERHEAD TO LA FITNESS TENANT SPACE. N.I.C. - ROUTING AND TERMINATION LOCATION WITH LANDLORD. B. EXISTING DOOR LOCATION. TYPICAL FINISH FLOOR ELEVATION. 2. DIMENSIONS ARE TAKEN TO FACE OF STUD OR MASONRY/CONCRETE, OR 2. COORDINATE ALL LIMITS OF DEMOLITION WITH THE NEW WORK. THE CONCRETE SLAB WITH W.W.F. LIMIT OF DEMOLI'iION THESE WILL BE INSTALLED UNDER LA FITNESS SHELL PERMIT. 16. CONDUIT(S) FOR FUTURE TENANT TELECOM, SEE ELECTRICAL C. EXISTING CMU WALL TO BE SELECTIVELY REMOVED AND DISPOSED FOR NEW F. EXISTING ROOF DRAINS OVERHEAD, TO REMAIN. _COLUMN CENTERLINE, UNLESS INDICATED OTHERWISE. 3. REMOVE AND DISPOSE EXISTING CONSTRUCTION AS INDICATED IN OVER COMPACTED GRANULAR REQUIRED FOR LANDING 4. IXR SIGN, SEE ELECTRICAL COORDINATE ROUTING AND TERMINATION LOCATION WITH TENANT AT FANCY DOOR OR WINDOW OPENING LOCATION, SEE STRUCTURAL PROVIDE NEW BOND G. CONTRACTOR SHALL PATCH AND REPAIR ALL SLAB DEMOLITION, UTILITY 3. REPORT ALL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR DEMOLITION DRAWINGS AND AS REQUIRED FOR THE NEW WORK. THIS REQ Igyp 5. DOOR EXIT LIGHT, SEE ELECTRICAL FRUITCOORDINATE SPACE. AT ADJACENT EMPTY TENANT SPACES. COORDINATE BEAM LINTEL AT HEAD OF NEW OPENING. TOOTH NEW, SMOOTH FACE, JAMB REMOVALS, UTILITY TRENCH REMOVALS, ETC. TO MATCH EXISTING MAIN SLAB TO PROCEEDING WITH THE WORK. SHALL INCLUDE, BUT NOT BE LIMITED TO: T.O. SLAB BASE. AND ROUTING AND TERMINATION LOCATION WITH LANDLORD. BLOCKS INTO JAMBS OF NEW OPENINGS. MAINTAIN EXISTING MASONRY ELEVATION. SURFACES SHALL ALIGN FLUSH AND SMOOTH. 3.1. CONFIRM ITEMS SUPPORTING EXISTING STRUCTURE IN AREAS 3.1. PREPARE SURFACES TO REMAIN TO RECEIVE NEW FINISHES/WORK. MATCH EXST. FINISH FLOOR 3 0 H. RELOCATE ALL CEILING MOUNTED UTILITIES AND EQUIPMENT TO REMAIN TO INDICATED FOR DEMOLITION. CTD DO NOT DEMOLISH ITEMS THAT ARE PATCH AND REPAIR AS REQUIRED. � � T.O. IXST. PAVEMENT 7. 17. DASHED LINES INDICATE FUTURE TENANT WALLS. NOT IN CONTRACT, SUPPORTING EXISTING STRUCTURE. NOTIFY ARCHITECT AND 19 PREPARE EXISTING WALLS TO REMAIN TO RICINS NEW Ii T O O B Is 13. FANCY FRUIT MDP LOCATION - N.I.C. COORDINATE LOCATION WITH SEE GENERAL SHEET NOTES FOR MORE DETAILED LIST. J.D. REMOVE AND DISPOSE ALL MISCELLANEOUS lit a NOT REQUIRED IN TENANT. THE NEW WORK. 14. FANCY FRUIT ELEC PANEL LOCATIONS - N.I.C. COORDINATE LOCATION 3.7. REMOVE AND DISPOSE ALL PIPING, WIRING, CONDUIT, AND OTHER WITH TENANT. 15. CONDUIT FOR FUTURE TENANT SIGNAGE POWER, SEE ELECTRICAL 3.8. TEEMS ASSOCIATED WITH M/E/P WORK TO BE DEMOLISHED. MAINTAIN ALL PIPING, WIRING, CONDUIT, AND OTHER ITEMS 5.1.8 5.8 6.3 7 ASSOCIATED WITH M/E/P WORK TO REMAIN. WHERE REQUIRED BY 0. 1.1 (N) 3 3,3.1 IN 3.4.2 (N) 3.7 IN) 4 �.4 � 5.3 � 5.7 � (N) � NEW WORK, RELOCATE THESE ITEMS OUT OF THE WAY OF THE NEW C 320 '_ • r--•-' - 274 -8* WORK. HOLD AS TIGHT TO THE BOTTOM OF FLOOR/ROOF DECK AS 64'-0' 51'- 2' 43'-0' 40'-10' 42'- 32'-9' POSSIBLE C:) > 3.9. REMOVE AND DISPOSE ALL FLOOR FINISHES. 5'-4' 23�_0� 23'-5' 15'-4' 25'-5" 28'-11' 6'-5 6'-11' 3.10. REMOVE AND DISPOSE ALL CASEWORK AND LOCKERS. 32-0 18 C I r-9', I I I 8'-,•, l C T -a'. I 34'-7', N W a I N 5 IT ' • � , C V.I.F. W.F.V.I.F. 5 mm I I 42'-8• 560-8v 25 -8 18"-11' 22-9 I I Igo I I I ;'II W CO roe I, o Xa Xo Xo vX'o 1 16'-9• III H Wi WH W1- WH _ B • I l..l. O F EM F -r I. ., ,.., r rr;,.,.,r .;re,-.. r:. --..:err. r.•^'. O ( .. ..., _ ...._ __ .... .. •, _ ., ...... r. r;.. r:. r�•_x ,r....zr•... ..:r..,::Ti'::I'...�..�.Li.:.;.;.:T.�:.:1�'"...I'... .. ...•, ......,,,•,•.., r.A..r. x ... w .... ...... n . , . ..... r .zr �z:._.zrm�.rr•...r...�.,.,..r �•...�.r�...........c.1•. .[��.,..,x�:. ...r'....xF..a.r:....xr - - - - '�" r � ... r.� ,. ... . , :.... .:....:.. .. x,....:... rr• r. .......:?r•.......... x .,.:...._ _ .rrr•.. r _ rr... - - -...Z.�....r.1�•...T.�'..,..1.�' - - - - - - - - - ��- o,0 Eh x 20 I E" 4 Ix l I (I C I I C I! I CC i3 3R -9i I 6 4 II I � I"� � `�` •F4a I I I I I I ro, F iii I �I_-0 ro II I _ _ roe I _..._ N III 2-0 I I roe 71'-4' I; 8v_0 54'-0' RE OPENING "FT_�, (O, I I iii FOR OVERHEAD DOOR BY TENANT€ SHOWN - I FOR REFERE CE ONLY W i I 3,_4 ` I ;�-j �� (2) roe I'I I I I FUTURE 0 ENING _1 _- oa is �,,II I= I .t_ - W,- FOR EXIT DOOR - - - -- -- - -- - N, -- o;;,,c-BY TENAIarCsl�oWl�-- -- --�--- -- - C --- C -- C -- -- --T -- �- I - FOR REFERENCE ONLY ! �51 [ I 1 I 1 E I I I I T E . I E NOTE HOLD ALL UTILITY WORK AS HIGH TO UNDERSIDE OF ROOF STRUCTURE ABOVE AS POSSIBLE. I I 0 I NOTE: HOLD ALL UTILITY WORK AS HIGH TO UNDERSIDE OF ROOF STRUCTURE ABOVE AS POSSIBLE I .l AREA OF WOR i I f I I I I I NOT IN CONTRACT II I C I I I I C I :17. 15 15_- -- I 15 I I l I I I CD (1) 3/4CONDUITWKRNEAD m I------Cj ----- ----=---------CL- o I\ o I� 16'_ 1• I + I 4Xi 6 in , in , Z_ v7*77=, ;6.L..• ...._._.--.-.-.--. I ... I .... ...l1 .�1.. .... I.f: ! .... ....._... ....................... [� ....._. ! ........... ...................-------------------------_....-- __............. ........ .._...... ......... ........ ......... . I� .. ...............................I ............................................C _.................................... ...... ..... I I I ( F1 ABOVE) F15 - J ® F1_5�aABOVE)-- F15 _VE� j F9WOT77 a F9W01T ....�- ....----------=------- -- - ...........:. I: I15'-8' 14'-6' I 15'-10' -8 I I I I I I I I I I 14'-8' 30'-0' 26'-4' 28'-8' 46'-0' I I I I 4' 5'-0• '-4 20'-11' 13'-6' '-8' 16'-0' 4'-• �,. .61 1.8 2 2.4 2.7 2: 00 FIRST FLOOR PLAN 3/32"=1'-0" NORTH z 0 U) W 0 z - Nm co U N s V Q_ 0 L w N N O 'U^ W V / D H W F 0 Q or�oILL 0 L11 z wav0� MCJ of MLL, z0L LU N= CL 0 W 2 Q LU a CL of O DU>UIr- 2 iQWCn 0U, o_wWQw=w-� U V F - U OU 002ww¢Lu HLU OW02=mOF=MEE - } Q W 0 H E-� f� W H � Q r•, W UOG�IN a/ M �awo a�z O W al H FIRST FLOOR PLAN VVi ETF 1 6Ir r> 170402 V.LF. NOT USED. R OVE AND ISPO E IXI TING ON UC N I IDE SPA E, C 13'-0' A.F.F. (MIN.) FOR NEW TENANT CEILINGS. TO EXISTING STRUCTURAL WALLS AND ROOF. THIS SHALL INCLUDE, BUT NOT BE p S STRUCTURAL ENGINEER FOR RESOLUTION. ' FINISHES/WORK. PATCH AND REPAIR AS REQUIRED. INFILL WALL o 'LU KC - " 8. 18. LAND G DACES BLE P- N.I C. TE N T US D. I 1• SPACE N.I.0 M TO J 3.2. CONFIRM EXISTING M/E/P ITEMS IN AREAS INDICATED FOR CONSTRUCTION AS REQUIRED AT DEMOLITION WORK AS REQUIRED ALIGNED, r: 1 °O N 0 R ER U SE CE, 1 - U S ELL PERMIT. A W IN . NOT USED. DEMOLITION. ONLY DEMOLISH M/E/P ITEMS INDICATED. NOTIFY FOR NEW WORK. ENSURE ALL SURFACES ARE FLUSH, ` - - - - TURNED DOWN Jr EDGE, BEYOND - - - - - - - - - - PROVIDE TURNED DOWN ALL SIDES OF 8' 10. EXISTING BOLLARDS, TO REMAIN. 20. RE R GN D R GHT- N.I. BY 11. ELECTRICAL EQUIPMENT AND RACEWAY, SEE ELECTRICAL D.B. CEILINGS. D.C. FINISHES. �1 ARCHITECT AND M/E/P ENGINEERS OF ALL CRITICAL ITEMS THAT NEED TO REMAIN/BE RELOCATED TO MAINTAIN BUILDING SERVICES. TRUE, AND PLUMB. FURR/SHIM AS REQUIRED. 3.3. REMOVE ALL EXISTING WALL GRAPHICS AND SIGNAGE 3.4. REMOVE AND DISPOSE ALL EXISTING FIRE EXTINGUISHER CABINETS. EDGE AT 12. ELECTRIC SERVICE OVERHEAD, SEE ELECTRICAL COORDINATE ROUTING D.D. LIGHT FIXTURES. FIRE -EXTINGUISHERS MAY BE REUSED IF THEY ARE IN GOOD RAMP AND LANDING. AND TERMINATION LOCATION WITH TENANT AT FANCY FRUIT SPACE. AT D.E. MECHANICAL/ ELECTRICAL/ PLUMBING UTILITIES, DEVICES, EQUIPMENT, ETC. CONDITION AND HAVE CALL INTEGRAL DOOR PAD AND RAMP DETAIL ADJACENT EMPTY TENANT SPACES. COORDINATE ROUTING AND D.F. UNDER SLAB UTILITIES/ UTILITY TRENCHES. 3.5. REMOVE AND DISPOSE TOILET ANDURRENT BATHROOM ACCESSORIES. TERMINATION LOCATION WITH LANDLORD. T O O B Is 13. FANCY FRUIT MDP LOCATION - N.I.C. COORDINATE LOCATION WITH SEE GENERAL SHEET NOTES FOR MORE DETAILED LIST. J.D. REMOVE AND DISPOSE ALL MISCELLANEOUS lit a NOT REQUIRED IN TENANT. THE NEW WORK. 14. FANCY FRUIT ELEC PANEL LOCATIONS - N.I.C. COORDINATE LOCATION 3.7. REMOVE AND DISPOSE ALL PIPING, WIRING, CONDUIT, AND OTHER WITH TENANT. 15. CONDUIT FOR FUTURE TENANT SIGNAGE POWER, SEE ELECTRICAL 3.8. TEEMS ASSOCIATED WITH M/E/P WORK TO BE DEMOLISHED. MAINTAIN ALL PIPING, WIRING, CONDUIT, AND OTHER ITEMS 5.1.8 5.8 6.3 7 ASSOCIATED WITH M/E/P WORK TO REMAIN. WHERE REQUIRED BY 0. 1.1 (N) 3 3,3.1 IN 3.4.2 (N) 3.7 IN) 4 �.4 � 5.3 � 5.7 � (N) � NEW WORK, RELOCATE THESE ITEMS OUT OF THE WAY OF THE NEW C 320 '_ • r--•-' - 274 -8* WORK. HOLD AS TIGHT TO THE BOTTOM OF FLOOR/ROOF DECK AS 64'-0' 51'- 2' 43'-0' 40'-10' 42'- 32'-9' POSSIBLE C:) > 3.9. REMOVE AND DISPOSE ALL FLOOR FINISHES. 5'-4' 23�_0� 23'-5' 15'-4' 25'-5" 28'-11' 6'-5 6'-11' 3.10. REMOVE AND DISPOSE ALL CASEWORK AND LOCKERS. 32-0 18 C I r-9', I I I 8'-,•, l C T -a'. I 34'-7', N W a I N 5 IT ' • � , C V.I.F. W.F.V.I.F. 5 mm I I 42'-8• 560-8v 25 -8 18"-11' 22-9 I I Igo I I I ;'II W CO roe I, o Xa Xo Xo vX'o 1 16'-9• III H Wi WH W1- WH _ B • I l..l. O F EM F -r I. ., ,.., r rr;,.,.,r .;re,-.. r:. --..:err. r.•^'. O ( .. ..., _ ...._ __ .... .. •, _ ., ...... r. r;.. r:. r�•_x ,r....zr•... ..:r..,::Ti'::I'...�..�.Li.:.;.;.:T.�:.:1�'"...I'... .. ...•, ......,,,•,•.., r.A..r. x ... w .... ...... n . , . ..... r .zr �z:._.zrm�.rr•...r...�.,.,..r �•...�.r�...........c.1•. .[��.,..,x�:. ...r'....xF..a.r:....xr - - - - '�" r � ... r.� ,. ... . , :.... .:....:.. .. x,....:... rr• r. .......:?r•.......... x .,.:...._ _ .rrr•.. r _ rr... - - -...Z.�....r.1�•...T.�'..,..1.�' - - - - - - - - - ��- o,0 Eh x 20 I E" 4 Ix l I (I C I I C I! I CC i3 3R -9i I 6 4 II I � I"� � `�` •F4a I I I I I I ro, F iii I �I_-0 ro II I _ _ roe I _..._ N III 2-0 I I roe 71'-4' I; 8v_0 54'-0' RE OPENING "FT_�, (O, I I iii FOR OVERHEAD DOOR BY TENANT€ SHOWN - I FOR REFERE CE ONLY W i I 3,_4 ` I ;�-j �� (2) roe I'I I I I FUTURE 0 ENING _1 _- oa is �,,II I= I .t_ - W,- FOR EXIT DOOR - - - -- -- - -- - N, -- o;;,,c-BY TENAIarCsl�oWl�-- -- --�--- -- - C --- C -- C -- -- --T -- �- I - FOR REFERENCE ONLY ! �51 [ I 1 I 1 E I I I I T E . I E NOTE HOLD ALL UTILITY WORK AS HIGH TO UNDERSIDE OF ROOF STRUCTURE ABOVE AS POSSIBLE. I I 0 I NOTE: HOLD ALL UTILITY WORK AS HIGH TO UNDERSIDE OF ROOF STRUCTURE ABOVE AS POSSIBLE I .l AREA OF WOR i I f I I I I I NOT IN CONTRACT II I C I I I I C I :17. 15 15_- -- I 15 I I l I I I CD (1) 3/4CONDUITWKRNEAD m I------Cj ----- ----=---------CL- o I\ o I� 16'_ 1• I + I 4Xi 6 in , in , Z_ v7*77=, ;6.L..• ...._._.--.-.-.--. I ... I .... ...l1 .�1.. .... I.f: ! .... ....._... ....................... [� ....._. ! ........... ...................-------------------------_....-- __............. ........ .._...... ......... ........ ......... . I� .. ...............................I ............................................C _.................................... ...... ..... I I I ( F1 ABOVE) F15 - J ® F1_5�aABOVE)-- F15 _VE� j F9WOT77 a F9W01T ....�- ....----------=------- -- - ...........:. I: I15'-8' 14'-6' I 15'-10' -8 I I I I I I I I I I 14'-8' 30'-0' 26'-4' 28'-8' 46'-0' I I I I 4' 5'-0• '-4 20'-11' 13'-6' '-8' 16'-0' 4'-• �,. .61 1.8 2 2.4 2.7 2: 00 FIRST FLOOR PLAN 3/32"=1'-0" NORTH z 0 U) W 0 z - Nm co U N s V Q_ 0 L w N N O 'U^ W V / D H W F 0 Q or�oILL 0 L11 z wav0� MCJ of MLL, z0L LU N= CL 0 W 2 Q LU a CL of O DU>UIr- 2 iQWCn 0U, o_wWQw=w-� U V F - U OU 002ww¢Lu HLU OW02=mOF=MEE - } Q W 0 H E-� f� W H � Q r•, W UOG�IN a/ M �awo a�z O W al H 00 N N N N M N O o_ LL c � O 2 y W N Ix El IZI Sheet Name: FIRST FLOOR PLAN VVi ETF Issue Date: 170402 09-29-2017 Sheet No.: LWL Drawn By: �_ o 'LU KC 00 N N N N M N O o_ LL c � O 2 y W N Ix El IZI Sheet Name: FIRST FLOOR PLAN Proj #: Issue Date: 170402 09-29-2017 Sheet No.: A=20 I - Drawn By: Checked By: AV KC 1 0 i 32'-0' REFLECTED CEILING PLAN 32'-0" LEGEND 5. ALL FIXTURES, CONDUITS, PIPING, DUCTWORK, ETC. SHALL BE MOUNTED KEYNOTES 170402 AS HIGH AS POSSIBLE TO ENSURE PROPER CLEARANCES AND CEILING 1. FUTURE TENANT WALL, BELOW. N.I.C. - SHOWN FOR REFERENCE ONLY. ARCHITECTURAL ELECTRICAL 2. EXPOSED CEILING AREA: DO NOT PAINT. FINAL FINISH BY TENANT. S/M/E/P/FA/FS COMPONENTS MOUNTED IN THE CEILING. PRIOR TO THE �_1 CEILING FINISH TAG. TOP LINE INDICATES MATERIAL TYPE. BOTTOM UNE INDICATES 1. NOT ALL LIGHT FD(TURES MAY BE USED. 3. EXPOSED DUCTWORK: DO NOT PAINT. FINAL FINISH BY TENANT. PLUMBING ROUGH -IN, THE CONTRACTOR SHALL PREPARE COORDINATION 1{ �— cEIUNc HEIGfrr• 2 ucHrs wrLll suFFD( DESIGNAnoN 7c oR 'EM' ARE EMERGENcr ucwr FD(ruREs 4. EXTEND LAY -IN CEILING TO WHOLE TIE AS SHOWN. TENANT WILL MODIFY CEILING SYSTEM FOR THEIR WORK. 11 AM ACOUSTICAL PANELS TYPE 1: 2'x4'. ARMSTRONG WORLD INDUSTRIES, )LEXIT SIGN 5. DO NOT BREAK LAY -IN CEILING SYSTEM AT TENANT ROOMS BELOW. TENANT WILL MODIFY CEILING SYSTEM, AND RELOCATE M/E/P ITEMS, AS REQUIRED FINE FISSURED 2'x4'x5lW WITH SQUARE EDGE PROVIDE WITH 15/16' ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED. CONTRACTOR TO REQUIRED TO CLEAR STRUCTURAL ELEMENTS. ALL POTENTIAL CONFLICTS PRELUDE XL GRID. PANEL AND GRID COLOR SHALL BE WHITE EQUAL 174: EXTERIOR LIGHT AT EXIT DOORS FOR W MANUFACTURERS AND PRODUCTS WILL BE CONSIDERED. 8. 6. LIGHTS NR SRAREA BY TENANT. N.I.C. D(PDsm STRUCTURE: DO NOT PAINT. ® B: 20 LAY -IN LIGHT 7. SEE FLOOR PLAN FOR CEILING UTILITY WORK IN THIS AREA. PANEL 8. UNLESS INDICATED OTHERWISE, NO WORK IN THIS AREA. 2x4 LAY—IN CEILING. EM: SURFACE MOUNTED EMERGENCY LIGHT FD(TURE CENTERED. ALL STROBES SHALL BE CEILING MOUNTED. MECHANICAL mSUPPLY DIFFUSER, RETURN GRILLE, Ig EXHAUST GRIU.E, SIZE VARIES SIZE VARIES SIZE VARIES 64'-0' 51' " lw 13--1 5' -42 23'-0' 23'-5" 274'-8" 43'-0" (N) 40'-10" 15-44" 1 25' (N) 42'-32" 28'-11" 6'-5 `_ 6' GENERAL SHEET NOTES 1. DIMENSIONS ARE TAKEN TO FACE OF STUD OR MASONRY/CONCRETE, 5. ALL FIXTURES, CONDUITS, PIPING, DUCTWORK, ETC. SHALL BE MOUNTED CENTERLINE OF LIGHT FIXTURE, OR CENTERLINE OF STRUCTURE, UNLESS 170402 AS HIGH AS POSSIBLE TO ENSURE PROPER CLEARANCES AND CEILING INDICATED OTHERWISE. Am202 HEIGHTS ARE MAINTAINED. CONTRACTOR SHALL LOCATE ALL CONDUITS 2. CONTRACTOR SHALL COORDINATE CEILING HEIGHTS WITH ALL AV AND PIPING IN THE JOIST SPACE, AS CLOSE TO THE FLOOR/ROOF DECK S/M/E/P/FA/FS COMPONENTS MOUNTED IN THE CEILING. PRIOR TO THE ABOVE, TO MAXIMIZE SPACE FOR DUCT INSTALLATION. START OF ALL CEILING WORK, INCLUDING DUCT FABRICATION AND 6. MECHANICAL DIFFUSERS AND GRILLES SHALL BE PREFINISHED IN 'WHITE' PLUMBING ROUGH -IN, THE CONTRACTOR SHALL PREPARE COORDINATION TO MATCH THE CEILING TILES. WHERE DIFFUSERS AND GRILLES OCCUR IN DRAWINGS FOR REVIEW AND COMMENT. INCLUDE ALL PERTINENT PAINTED GYPSUM BOARD SOFFITS, FIELD PAINT THE DIFFUSERS TO MATCH ELEVATION INFORMATION FOR S/M/E/P/FA/FS ITEMS AND ALL THE SOFFIT COLOR. CEILING/SOFFIT HEIGHTS. INDICATE ALL OFFSETS AND TRANSITIONS 7. ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED. CONTRACTOR TO REQUIRED TO CLEAR STRUCTURAL ELEMENTS. ALL POTENTIAL CONFLICTS VERIFY QUANTITIES AND LOCATIONS WITH THE LOCAL AUTHORITY HAVING WITH CEILING HEIGHTS OR ALIGNMENTS SHALL BE CLOUDED AND NOTED JURISDICTION. IN THE DOCUMENTS FOR RESOLUTION BY THE ARCHITECT. 8. SEE ELECTRICAL DRAWINGS FOR ALL LIGHT FIXTURE TYPES AND MODELS. 3. ALL ELECTRICAL AND MECHANICAL ITEMS LOCATED IN ACOUSTICAL CEILING SEE MECHANICAL DRAWINGS FOR ALL DIFFUSER TYPES AND SIZES. PANELS SHALL BE POSITIONED AT THE MID OR QUARTER POINTS OF THE PANEL 4. ALL LIGHTS, EMERGENCY SWITCHES, STROBES, DIFFUSERS, ETC., SHALL BE CENTERED. ALL STROBES SHALL BE CEILING MOUNTED. 32'-9" roe (0� to to to r0� (0� roe NORTH (D z 0 U W 0 z N »' L Q0 >` w N z N M' O L s U w Ln U w x U Q U.: 0 0 N N 0 N N N � N O r � r U_ C N 2 M N h cr MC Sheet Name: REFLECTED CEILING PLAN Proj #: Issue Date: 170402 09-29-2017 Sheet No.: Am202 Drawn By: Checked By: AV KC .21 w Ln %0 Zoe: O c'4 c M ,o M Q 6 g 3 v� 3 4 0 r - fa s Q LU 00 M LL.LL O>-~ 0 QLLi Cn�waw Z VOC� pp W O Z 0 N � LLJ cr � ClF-0 LLJZ d20 0=>NP--F-�a= =QwZ—LU0LU tYw�¢w=w-a 0 N O a �co af Z Cr Z) U 00Mw WQwF-w N QLULU LL H r• f -- TYPES, AND DETAILS Proj M Issue Date: 170402 09-29-2017 Sheet No.: Am8el Drawn By: Checked By: AV KC C) O N N O N N N N O N C O •Q •C U W N d O LL O N_ N 2 IX O Z O F Sheet Name: DOOR SCHEDULE, TYPES, AND DETAILS Proj M Issue Date: 170402 09-29-2017 Sheet No.: Am8el Drawn By: Checked By: AV KC j Li v i d - G.5 LA: 0 I LL: v i i rl I 03 0 I M r Hum (►---------------� L---------------, - - - - - - t II II tI II I - - - - - - - 4 II I L --J DEMOLITION NOTES 1. CONTRACTOR TO FIELD VERIFY ALL ASPECTS OF BUILDING IN DEMOLITION AREAS AND DETERMINE EXTENTS OF SHORING AND BRACING REQUIRED SUCH THAT EXISTING BUILDING ELEMENTS TO REMAIN ARE NOT DAMAGED DURING DEMOLITION OR CONSTRUCTION. 2. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH ARCHITECTURAL PLANS AND NOTIFY ENGINEER OF RECORD IF THERE ARE ANY DISCREPANCIES. 3. EXISTING CONDITIONS AS SHOWN ON THESE PLANS ARE FROM LIMITED FIELD OBSERVATIONS, INCLUDING DIMENSIONS, AND NOTED ELEVATIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND SIZES PRIOR TO ORDERING OF MATERIALS ORDERING OF OH CMU, STEEEL, WOOD, OR CONCRETE BY CONTRACTOR IMPLIES ACCEPTANCE OF DIMENSIONS. PLAN NOTES 1. A. CIVIL DATUM ELEVATION 100'-0" = 1ST FLOOR FINISHED FLOOR ELEVATION. G.5 B. ELEVATIONS SHOWN ARE RELATIVE TO DATUM ELEVA11ON 100'-0". 2. UNLESS NOTED OTHERWISE, PIERS/FOOTINGS UNDER COLUMNS SHALL BE PLACED ON COLUMN CENTERLINES. PIERS/FOOTINGS UNDER GRADE BEAMS/STEM WALLS OR CMU WALLS SHALL BE PLACED AT CENTERLINES OF GoGRADE BEAMS/STEM WALLS AND CMU WALLS. v 3. FLOOR SLAB IS NOT DESIGNED TO SUPPORT HEAVY CONSTRUCTION EQUIPMENT EXCEEDING GROSS WEIGHT OF 4 TONS. 4. REFERENCE ARCHITECTURAL DRAWINGS FOR DOOR OPENING DIMENSIONS. 5. NEW SLABS SHALL BE 5 THICK WITH #4 AT 16" O.C. EACH WAY OVER 15 MIL VAPOR BARRIER OVER 05 PROPERLY COMPACTED SUBGRADE. LEGEND XX SXX DETAIL-/ �— SHEET NUMBER NUMBER OF t L t t -J lb k`' F`' f F`' 5+� t��+1�` _ �` ',��+�+ 1 1 ! -1�.`' c,�o+f LL: ' I � II k k k -------- -1 L— — -- I r La ------------------- - �-( r -I ---- --- z------�-, �-- - --- � B.1 --- - ------------- __—__ — ---------_-— - % t - - _ ++ L7 - -�L------------ -----1 �--------- \J -------------� - -------------- -------- ----------- -----------_ ----------------------------- i 1 k k 1 r- - I -� 00 - - F— -------- ------------------------ - - - - -1-- - -, - - , - - - - - - — F - - I - - - - ' - - - - - - - _ 1�' L - - - - - - t I , ` I - - - - - 4 I k t k k k k I k I I k k t t t 30'-0" (F.V.) k 26'-4" (F.V.) k 28'-8" (F.V.) k 15-8" (F.V. 14'-6" F.V. 15'-10" F.V. k " k " k " k " J " " - ( ) ( ) 5-O 16-0 F.V. _ - k 10 1 F.V. E _ k 10 -1 F.V. k " ' f " " ( ) 8 8 12 -8 -4 35 0 (F.V.) ( ) 9 5 (F.V.) ( ) 14 -4 (F.V.) 6'-11" 6'-9" '-3 12 -9 F.V. k 10 -0 F.V. ( ) ( ) (F.V.) (F.V.) (F.V.) F.V. (F.V.) (F.V.) F.V. 4 (3 1. 2.4 2.7 2.8 2.9 3.41 .4 3.7 3.8 4.8 4.9 6.3 6.7 DRAWNFHT I DESIGN ~ LL LL LL. QWIm-wa00 >U)wza0ovnw mi. -TWO Z0Uz W~ a 0 Of 2 oF.aIxwzaof0 LU LU 0=>U)Pl�= i<LLZZw0w� y�Ow- mLU LLJ-O o_LU Z 0 0= w W¢ wLU M w r U) C3 U) LLJ 0 FOUNDATION PLAN z b N 170402 09-29-2017 LU L0 110 OM Drawn By: Checked By: z M Z M U m 0 0 /(n 7 of N aoC) ¢' N M 3UH -F FU F6' Uo L it ar -0 ' t Q N o v) L W L" 00 N � M N » O " .� L O N s M 't .0 ^ V / F M LLI v o0r` 0 a O N � OO O Q LL N ~ LL LL LL. QWIm-wa00 >U)wza0ovnw mi. -TWO Z0Uz W~ a 0 Of 2 oF.aIxwzaof0 LU LU 0=>U)Pl�= i<LLZZw0w� y�Ow- mLU LLJ-O o_LU Z 0 0= w W¢ wLU M w r U) C3 U) LLJ 0 Sheet Name: FOUNDATION PLAN pm #: Issue Date: 170402 09-29-2017 Sheet No.: sloo Drawn By: Checked By: AV KC 0 0 N N N N .� O N 0 Q U 0 CL LL 0 U)(L) 0 z o� Sheet Name: FOUNDATION PLAN pm #: Issue Date: 170402 09-29-2017 Sheet No.: sloo Drawn By: Checked By: AV KC a 1/4" JT. fEXPE,'. #4X1'-6" AT 12" OC FLUSH DRILL & EMBED 6" INTO EXIST EXISTING SLAB WITH EXIST. /—SLAB WITH HILA HY-200 #4 AT 12" O.C. EW FF EL REF PLAN 10 —I1I2E] 1 r=41I— SECTION AT NEW TO EXIST SLAB 0 z a co W 0 z � m M U ' N 4--) « s « U L Q 2 O L w U N O « « L- V) V H W W F 2 Q \O N Ln N Z p M N M m Soo 0 3 V F0- 3 c O -0 fo L N W 00 M ro M LO 0 0 0 0 N 0 OQ LL V) LL 0 Qu�HwaVO �cnwza0�u�w mvl--�ap0�� �LLI6 zaof0 ©U j� j F- F a= �z 0 =Qw zw0w� 6frWQMF_pr� o:wW�wVWHO CL 0 H Z 53: U 00=ww¢wt—w V=CS>>=m0P p W LL0 m ~ os N N 0) N O N N d O LL O N Al) 7 > N N W Izl Sheet Name: FOUNDATION DETAILS Proj #: Issue Date: 170402 09-29-2017 Sheet No.: S290 Drawn By: Checked By: AV KC FRAMING DEMOLITION NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL ASPECTS OF BUILDING IN DEMOLITION AREAS AND DETERMINE EXTENTS OF SHORING AND BRACING REQUIRED SUCH THAT EXISTING BUILDING ELEMENTS TO REMAIN ARE NOT DAMAGED DURING DEMOLITION OR CONSTRUCTION. 2. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK WITH ARCHITECTURAL PLANS AND NOTIFY ENGINEER OF RECORD IF THERE ARE ANY DISCREPANCIES. 1 1.1 1.5 1.8 2 2.1 2.5 15 3 3.2 3.4 3.6 3.7 4 4.4 4.7 5 5.3 5.7 .18 ?6' 6 6.3 7 3. EXISTING CONDITIONS AS SHOWN ON THESE PLANS ARE FROM LIMITED FIELD OBSERVATIONS, INCLUDING DIMENSIONS, AND NOTED ELEVATIONS. 31'-8" (F.V.) 18'-1" (F.V.) 13'-101" (F.V.) 5'-4" 23'-0" (F.V.) 15'-7j' (F.V.) T_g" 10'-111' (F.V.) 13'-5" (F.V.) 5'_ " g'_1 " 15'-4 " (F.V.) 12'-4j' (F.V.) " T- 21'-3" F.V.) 4'-5"-11" 10'-0" (F.V.) 22'-9" (F.V.) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND 4" (F.V.) 5 3 i j 13 -1 (F.V.) (SIZES PRIOR TO ORDERING OF MATERIALS. ORDERING OF CMU, STEELY An ! (F.V.) (F.V.) g'_9• (F.V.) 18'_8" (F.V.) (F.V.) (F.V.) (F.V.) (F.V.) WOOD, OR CONCRETE BY CONTRACTOR IMPLIES ACCEPTANCE OF I I I r E r I I E I IDIMENSIONS. f I I ` r { 1 r t 4. COORDINATE ALL NEW OPENING LOCATIONS FOR MECHANICAL AND PLUMBING WITH ARCH., MECH., AND PLMB. ONLY LARGE UNITS ARE ( SHOWN. I I 1 E t I E EXIST HSS6x6x5/8 (I I TOS=118'-0" I I I I I I PLAN NOTES: H f I I I I r I ( ( EXIST HSS6x615/8 II EXIT HSS6x6x5/ 1. REF 5/S4.0 FOR MECHANICAL UNIT, ROOF ACCESS HATCH, AND ALL > I r r l I r I I I I I ! t ! I t r r ! TOS= 118'-0* , , r TOS; 118'-0 l t I r W 1 F I r { r 1 I I r I t I I I f I I t I t r > LARGE OPENING FRAMING. RI i 1 1 1 ` I 1 t I J' ■" I I I I I ( � I E I I I E I E I E I E E I �• I I I I E E E I ( � � I I I E I E I I � ( E O I i 2. REF 6/S4.0 FOR ALL ROOF OPENINGS SMALLER THAN 36 E 1 E I I II EI IE I I (FRAMING OMITTED FOR CLARITY). I 1 -{- -4 + " - {--- - {--- - - i - - - I� - I - I -- - I E IXlsr 20" Jalsrs II t I I ( f E l Vit; Jolsr NOTES: EXIST 26 JOISTSI I + �. r i-�i t 1 I I I I I t f I f I k ! t 1 (I : t t f ' t k r r t i i I i t E l iii iii t - I t i i k I I > 1. REF 5/S4.0 FOR RTU CURB SUPPORT FRAMING. CONTRACTOR TO v COORDINATE RTU LOCATIONS AND FRAME SIZES W/ MECH SUB AND ----------- ' i I ' I i i I iii i i r If t R JOIST MANUFACTURER. ____-____ I E E 1 1 1 1 1 E I I I I I E E E !�. E E I I E I!► E I► I I I I I I I . I I I E IE II If � t' I I 1 I ( 1 I I I I t {E ! ILO t !II III Itt I I i k t t t '� 2. REINFORCE JOIST WHEN LOAD IS NOT AT JOIST PANEL POINT, REF I� II II II ff t I I j i l' 1 I I t I t ! ,� 4/S4.0. EXIST 3213 J.G. f - l - f t I EXIST 6013 J.G. I f l ( _ _ I EXIST 2413 J.G. f I EXIST; 32G9N8!OK I E t I EXIST' 44C11N8'O _ ( k I I - �t ! EXIST 26G4N8.OK I EXIST 48G J.G - G , TO BE MODIFIED 1 l ! I I ( 3. MODIFY JOISTS NOTED AS AT 2.77 FULL LENGTH UNLESS NOTED ON PLAN. REF 4/S4.1 FOR MODIFICATION t DETAILS. I ( E E II I ! I I I t E t t 1 f t I f II t i t t t I f I t I t t 1 I { F III III III I 1 E I( I 1 Et l { I > U_ R I 1 I I II I f t I ;,I' I• I F 1 E! 1! III 11 I f I I • - - _ - - _ - -_ _ _ _� -� _E- I_ I_ I_ I_ -�- -► - -I -I _ -I _ I_ I_ _ _ I_ �- �- I_ I_ I- I_ _ I j _► 'r _E I_�r .Il _I I �-�I-- _ _I-t_t_I_t_ - F.5 E I E E E III I! E I I E� I I� �'�•� I� I� I I I I ►`------- i i ��� ^ f ! E E E EI E E E I I I EII I I II I I I r I { I ! f 1 I I ! I t l I I t t 1 { I 1 I ( " 1 1 r I t { ' t ! k I I ! l I I r� ! r 1 t I t I I ! ! r >. u I- t- - EXIST 2� JOIST$ F ! I - F 1- t- I I I--- 1 I I I I I I I' I I� I E I I E I ��E ► I I I� E I, I 1 I �I I S I I► I I 1111 -E r� I t 1 1 ! I 1 I r I f r l t t ! r t � ,� ! t F r t ! 1 r i I 1 1 t I I F i t { I - -►! 1 1 r � - - - --- - - -- - --- - - - - - - - - ! EXIST III 66G JI1If- II1I ICII III II11 II!I EI I►FI (CII EX-IS32G-1-0-N-I9IF .OK -EX- IST ItI1 32-G5N-9.O-tIIl K. EXIST 4013J.G. IST 4413 JG. EXISTI 449N9.O1K F III lit -- - C E E I 1 I E t I I C I► i E C i i�: i ( E E I I I` I I I llt- ': I I I I{ I t 11 ► I f It I I t i I I f I r I t,l I F li:,!: DEMISING VI,ALL Cll. I F I ku��r - - � I I E I► E I I I REF ARCH I I I E E I I E I I r I1 I III E I ► r j> t I I t to I:. v 1 � ! I f I t I ! ! I '• I,I I I I,1 I �' k I F" I ! I!I !I :it �' ; E E E I! I I- I I I E I I E I E ►, E EXIST 20 JOISTS E► I i I E E E► r F - I , I f 1 I { t t I t i I ! ! i ! I � i• ! k ! I t f f ! I I I I ' t f k ( t r t ! ' t ! I pq Ct I�I I•! I E E I I I I r I I F� � I�! f E E� I� ►�► I ► I � t•l I;t Ijl E� E 1► I ►EEE ; 11 , � t rf ri I f t I I f• I`I i Ir til 1 I• � i i t : EXIST 6613 J.G. I I ( I I i EXIST '! 5213 J.G. �EXIST EXIST 14413 J.G.I F r EXIST:` 44G J.G.EXIST1 44G J.G � - - - - - - -- - -- - E- - --- - - - -t - EXIST '13213 J G rO k O( � I � ! IU I I r,l t ; ! - � r I � { ' t ' ! I � ! !;t !°t t! - � - ■ � � -. - - - E REF JOIST NOTE #3 1 ! I f f I t r- � t ' I; F t t t fl I IJ- t I f f t 1 I E 111 j I 1!1 l t ! I i t I- t! I I';II rr (t I �1 11.1 I1 I 1A , 11 I I I t l t I ff f 1tI1!f iI•t�!I tI fI -- It t1I1(r!I11I(f!FEtII ttIII FItIII FEI1I II - II - Ii1I1IFIIt1IIflI tI!I1 IIII tIk1!i! F t --II I IIIIIIEfI[tEIIIIIIt1I I1t!1�IrE I�If I1I'(4I- -I( Ff t11Ir1IIIEEI1IIIrIIf E!I�tIII IIlI 1I --fI kr I{I[tEII-ItIt1EI1ItI!1 !EIfIiEI f f1 II - t! IjfII{EIEII�EI{itI ►III, I1II1I� t 1!l 1 E1ElIIItI`II,!►IEI t {I 11I1I-EII1EIt�IkIfI!t !II�rtl tIiIti !f Mt}"i t .II.iI �I -_ ---ft1111IiI1pIIi11 fIt1II!tIrEIIII[EII 1EIl .'II�1IIiI1IIi11tEkf --IIIIL-I (1-� -'=-I -1-- � ' tiII(IClfI1If Itt t1(IfI!I !�'_{ IlIiI --1-J [ -)-I11 ---iIF1IiIII-II II II ;!iI;'1�I111IiIIiLI -I- -L--Q- 1rI'IiEII -t►!tI1EttE1EIIIfi1 f1�!`Ff tI{I lI-LI -r -ItF-ErttIt�kIf(!tIII�1�Il,i!!t' 1t�I tE - 1tII1IfiIkIIf�IiE1itkkI!I !!f �i I 2�ltt .I!i�t(! 4-- --- t(-�ItIiIIIt!E1ti1�t!fIfI fr1! ji1tti - ----- 'I --L;I1IIIII1II1(II!III I�1II1 t!I1II �IilII --t1 - = _t -2.-71-fII(IIfIIIEftIIIII�EtI ftE!I1t 1kfj �II -- --II -►IrIII1I:r:F!-I�2FIIII1I!I!Ij�I! �,u'I1I:i!II1iI�1',i1,n'i!I;; ,r1 I1� ;tt IIIl:,'iIiii,j ! .',.t(IaEt•ss.• • i 8 (Ft►IiEfIt,f►1tEr[EIIIf1i{f t!I�!i Iji .V.) 2.IrI'It 9- -1I(III }! If(Et1-I - --3rttEl1II�►IIIf1EIIC,1Ij!I�tI kii -f.IIftr1 8 IItEt1E'IfIEfI1-I1IItk[FI;�f jr;IIt` li i 'ilI -rtIirIi I.!II!tII!1Itttf�tIcr1If! �,1F�F� t i kl!ilI -ikIIii,IIIlIlIIIIi1VI�I1iIiLI1l1ktttCIIHaf1r'I1t►'IlltI,� Ili1i1I!,1i,;tIii`1iI,'.tilIIi ;IIlilrt�II{IihrIfItlIiIi11 �I!FI!f 1:kfI pI�LI -_T�I1ttEEtIfI!(I�It ��rr;rIt - ,'�-�-'',I Ii,tIIii1k1i1tIIII,1I1�h�lrILkflLIr(LhfIl'rI tti,I 1!lu;':I'�,�l''e;f.u 1EF I1IfEtrEIErIIt(It 1 -_8 -_ ��31 --'_���!I�1(r•�II.IIi1II'IIIII!IIIiII�il,�Llt !I!tIIEI1EnIfIIIj,IfI! -� �1t,8IIIt'IrIjIItIEtE ��Iit Etr -I,I ---5--t.-rftIIkrI1tEIEIIIIIf IEI tt�Ift8 a:ifII1'lIIiut1II;!Ia4iIt;,::��i'i�.I1fi II1 tIIIIllEII lIII(rf�f ifItI1'k1tftlIrl!ikEt!ifi;ii��I( -- q►tiEt►tfjtk�,t1tk1Irj!riI tiII C 6.ItIIrI .ttIt1f,IEIII1IIEIEIIIIf !E1Ef`1 (! 3 itIt:''E1IEF it1tlE!tjFiIff,F! �E,I'[f! ! 71 00 tv O U - 6.{Itt,I 7 - - fI!EttErrttIfICIIIft Itl ,' -- ; IFfF --_-_-iR y^ R p-T 44C J.G.iF FF >^ - *ptovp-�1IEXIST 18" JOISTS IJ0 tit IISUPPORTFRAMES REF 5/S4.0 FOR RTU I kINt 1;1 IST 44G6N 1.SK IIST 66G JIST 52J.G. I I i 1 1 1; I1EXIST 44GN10SKI IF 1RTU-1 t fill 11 it FUTURE! TENANTS I I illi 1LA FITNESS TENANT ! 4rAREA OF WORK 1 .rWORK TfIS AREA UNLESSI INDICATtD OTHE WISE EXIST 1"JOISI t 1 - -- -- ---eCI Cil ,O w I 1i1{ ! IST16OG JIS52G J.G. EXIT 120G J.G. ( IST i48G J.G. E - - - - - - - - - -IXISTii0G J.G;ilIIi iG. EXIST 4013 J.G. i TjEXIST1" JOIS Ik IEt ttI It It tt IXIS HSS16�3/8 (48 TO 5.6) EAR W BEAM ON CMU BOS=120-4 , > BBCBFD.i.23/4EMBED 2) HSA EXIST W2455/" 55EXST GALV2�55 BEXIT G T AGE JOISTS EXIST W12x19 EXIST W12x14�- A.6LL: T �01 TS O ---- SLOPE O ----- t HSS1263/4 --- --- -- 124 1 �4TOS EL123-2 EXIST W12x19 EXIST CANOPY, TYPTOS EE�-- r -1 I - - EXIST W12x14 IST ___ J - I --- Ll---1Ll---r CANTILEVER EXIST B PECK. REPAIR EXISTING FINISHES AS REQ'D PER ARCHITECTI ARCH..REFARCH REF ARCH 3'-8" (F.V.)(,2'-0' (FV) 0 (F.V.) (F.30'-0- (F.V.) 26'-4" (F.V.) 28'-8" (F.V.) 15'-8" (F.V.) 14'-6" (F.V.) 15'-10" (F.V.) 15 -0" 16 " " .- ".. 10'-1" (F.V.) V)10'-1 (F.V. 14 -4 (F.V.) 6-11 6'-9" '-3 12-9" (F.V) 10'-0' (F.V) F.V.) (F.V.) (F.V.) (F.V.) (F.V7 ROOF FRAMING PLAN �1- 3/32"=1'-0" 1 - EM W12�a James F. Turner Engineers, LPI tII'l� 0O ------ Consulting Engineers TE8340 Meadow Road Suite 160 Dallas, TX 75231 tel. 214.750.2900 R CoA 131721 .bb III DRAWN FHT DESIGN GSC I QC GSC APPD GSC 0 0��wz Qwp 0_0O m�xwaz00 z W =¢aa� cn = �QwZzwOw� E Cf C3W�LCLj W FL WC, Z j U 00=ww¢wF-w In r U)o�OLL SI --S S P_P_ 0 0 N 0) N N O N a L LL o' •NL .>' o � 0 0 U 0 Ll Sheet Name: Z 0 %0 CV Proj #: Issue Date: Lu Ln OM Sheet No.: 3,0 0 Z M z rn oM AV N U U ¢ 0 3 U F- M s ro ro U o� L -0 Q FU Q� N L w W ail F_ - M O M " L - s U ui � M o � 0 C.) Of O C> COV u 0 0��wz Qwp 0_0O m�xwaz00 z W =¢aa� cn = �QwZzwOw� E Cf C3W�LCLj W FL WC, Z j U 00=ww¢wF-w In r U)o�OLL SI --S S P_P_ 0 0 N 0) N N O N a L LL o' •NL .>' o � 0 0 U 0 Ll Sheet Name: ROOF FRAMING PLAN Proj #: Issue Date: 170402 09-29-2017 Sheet No.: 3,0 0 Drawn By: Checked By: AV KC PANE REINI CON( LOK 3/16"=1'-0" J I... uVIJ 1 VI\ J I... LJL-M1Yl VI\ l l\b JJ REF PLAN EQUIPMENT CURB SUPPORT NOTES: 1. EXTENT OF THE CURB SHALL BE DETERMINED BY CONTRACTOR & MECH SUB -CONTRACTOR UNIT SUPPLIER'S CUT SHEETS 2. GC TO FURNISH THIS INFORMATION PROMPTLY TO THE STEEL DETAILER 3. SUPPORT ANGLES MAY BE DELETED FOR SELF SUPPORTING CURB MANUFACTURER TO SUBMIT CALCULATIONS AND DETAILS PREPARED BY A REGISTERED ENGINEER FOR ARCHITECT'S REVIEW X51 RTU SUPPORTS S4.0 / 3/4"=1'-0" t �2� NOT USED 3/4" DIA ROD TOP EACH SIDE FULL LENGTH UNLESS NOTED OTHERWISE ON PLAN TYP AT ANGLE CHORDS B TOP AND BOTTOM 3/16 EXIST V 3/4" DIA ROD BOTTOM \ FRAMING EACH SIDE FULL LENGTH UNLESS NOTED OTHERWISE ON PLAN NEW ROD NEW WEB- WFID alb NEW ROD EXISTING wwlJ I SECTION A -A EXIST JOIST MODIFICATION 3/4"=1'-0" �-o 3/4"=1'-0" A —► A PROVIDE L1 1 /4x1 1/4x3/16 EACH SIDE AT EACH EXIST WEB MEMBER FROM JOIST SEAT TO JOIST SEAT -2-8 PL 3/8"xSEAT HEIGHTxSEAT 8 2-8 " ®ENDS LENGTH �= 3/16 T&B SECTION B -B CLIP ANGLE 6x4x3/8 (LLV) REF ARCH OR MECH L4x4x1/4 OR OPENING LARGER THAN 10"x10" OR 10" DIA ROUND I 5x3x1/4 (LLV) PANEL POINT REINF FOR CONCENTRATED LOAD (4/S4.0) NOTE: FOR OPENINGS NO LARGER THAN 36" LARGEST DIMENSION ROOF OPENING FRAMING SMALL OPENINGS 3/4"=1'-0" CONCENTRATED LOAD BETWEEN PANEL POINTS (50# OR GREATER) --' IDE L1 1/4x1 1/4x3/16' SIDE OF JOIST WEB FROM :ENTRATED POINT LOAD TO - DM CHORD PANEL POINT HANGING LOAD BETWEEN PANEL POINTS (50# OR GREATER) IDE L1 1 /4"x1 1/4"x3/16* SIDE OF JOIST WEB FROM HANGING POINT LOAD TO TOP CHORD PANEL POINT 4 TYPICAL DETAIL �-o 3/4"=1'-0" LL 0�00 <WPWCL 0 ~= 0z0wZ W CF-=ao0W0 pF-pafwzaa0 �=¢tea= ©V>?~F-� (7 =Qw Zw0wR mgww<Hor>- p�n�}�wa O aw��V 00=Zww¢whw 10 Lu U V of 5�� m O FF r QULLIOF- � r - (E) 0 N N 0) � 0) N, N NI 0) N O r a) a `O LL o ami n :3 > In a) w W nm 0 R= Sheet Name: 2 C7 \O N Issue Date: LU t! 04O Sheet No.: 2 Z M M M OMof Checked By: V) M f� U ' 0 'ons N ¢' N S '° Fa o3 U L Q o N L w 00W � M 0 w L U LU F M W O U O a O \\0 0 o LL 0�00 <WPWCL 0 ~= 0z0wZ W CF-=ao0W0 pF-pafwzaa0 �=¢tea= ©V>?~F-� (7 =Qw Zw0wR mgww<Hor>- p�n�}�wa O aw��V 00=Zww¢whw 10 Lu U V of 5�� m O FF r QULLIOF- � r - (E) 0 N N 0) � 0) N, N NI 0) N O r a) a `O LL o ami n :3 > In a) w W nm 0 R= Sheet Name: ROOF FRAMING DETAILS Proj #: Issue Date: 170402 09-29-2017 Sheet No.: S4,00 Drawn By: Checked By: AV KC LIGHT FIXTURE SCHEDULE MARK MANUFACTURER # DESCRIPTION LAMP QTY. WATTS MOUNT VOLTS LOCATION F4BEM HUBBELL LNC2-12LU-3K-3-1—BBU-120V LED 1 13 Exterior Wall Sconce 120 Exterior Above Doors—with 90 minute battery backup X SIMKAR SLED—B—R—W—EXIT EXIT LIGHT SELF DIAGNOSTIC BATTERY BACKUP - 90 MINUTES EMERG. ILLUM. 1 3 Surface 120 Interior EM SIMKAR DLMW EMERGENCY LIGHT, TWIN HEAD — 90 MIN EMERG. ILLUM. 2 5.4 Surface 120 Interior B SIMKAR ETY 24P3035U1 2'X4' RECESSED LED FLOURESCENT 2 56 Recessed 120 Interior C ENVIROLITE ST704T1850 8 FT 4 LIGHTS LED STRIP LIGHT T8 4 224 Strip 120 Unterior LL IL J O O p QIP W 00Oai >_ Cf) W Z a- O p U) W W p �ZQZ C�lr WCi O=>Cf)C��aao U U W ? a C7 =aW Zw0w� wWcl) W a ly o Ua0 a w Z N a = U OU���F�Ot�- OpCw0�H j F- r -- Proj #: Issue Date: 170402 0 N E�2,00 Drawn By:Checked By. AV N C) � Z p M (n M N 4-J X C -O M N N ¢vim 3V� N » '1 f6 03 N L _0 v Q � s N O L O 0 W W pp N � M O » L JZ_ LO (� F M LO U U) LU O f- U O O r - ir a O O fV � � O Q O LL to LL IL J O O p QIP W 00Oai >_ Cf) W Z a- O p U) W W p �ZQZ C�lr WCi O=>Cf)C��aao U U W ? a C7 =aW Zw0w� wWcl) W a ly o Ua0 a w Z N a = U OU���F�Ot�- OpCw0�H j F- r -- Proj #: Issue Date: 170402 09-29-2017 Sheet No.: E�2,00 Drawn By:Checked By. AV KC C) CD N N M N N f6 N p O C O .Q U U) 1= N p a O LL O 10 > .Mn Cn > 4a)X O Z o a' Sheet Name: ELECTRICAL LIGHTING PLAN Proj #: Issue Date: 170402 09-29-2017 Sheet No.: E�2,00 Drawn By:Checked By. AV KC f F_T_- (N) =iii4 `— -- �r--r I -- I — --- --- 7J -- t ------ —tA.6� '. ----------` }----r --------------------- ------ j — Jill r I -1--------------+ f I I I rt f 1.4 1.8 2.1.1 2.4 2.7 2.8 2.9 cN� 3.4.1 (N) 3.4.7 (N) 3.8 cN> 4.8 cN1 (N) 4.9 5.4 cN� cN� 5.6 6.2 (N) 6.7 cNa 4 James F. Turner Engineers, LP Consulting Engineers PLUMBING PLAN, s3l60 Meite adow Rood LL LL J 0 Q�it W Z ¢wL 0 mHZ2Wz0D)Z oIw—orrwzaOf0 CV=WH 0E- D��ZZUIYZU =¢w WOwit irwWcn ¢w~wr� a UO W Z Of � U 0 0 2 W W¢ W H w U it W =�>>=m0H c/)�OpWOw�F- nti 0 0 N N N N N O a� a LL c -0 .2 w W . o,ix ■MM Sheet Name: - z 0 %0 N W c14 - 170402 M Sheet No.: c/1 m �; M r_ 4.j It c �O Checked By: U� KC N ¢ v 4-J M U 3 ~ _ s �r 41 U03 L o Q L � O to W W z M W M O " L - U� WIt rn LO / f M LO W O F_ O U � 0 a o \o 0 LL LL J 0 Q�it W Z ¢wL 0 mHZ2Wz0D)Z oIw—orrwzaOf0 CV=WH 0E- D��ZZUIYZU =¢w WOwit irwWcn ¢w~wr� a UO W Z Of � U 0 0 2 W W¢ W H w U it W =�>>=m0H c/)�OpWOw�F- nti 0 0 N N N N N O a� a LL c -0 .2 w W . o,ix ■MM Sheet Name: - PLUMBING PLAN Prcj #: Issue Date: - 170402 09-29-2017 Sheet No.: 0 Drawn By: Checked By: -AV KC