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1801 WP Ball Blvd (a) (shell only)
1 2 3 4 5 6 GENERAL NOTES LEGEND OF SYMBOLS BUILDING CODE ANALYSIS AND SUMMARY 1. CONSTRUCTION SHALL COMPLY WITH ALL CITY, STATE, AND FEDERAL CODES & ® 8" NOMINAL CONCRETE MASONRY (CMU) WALL —� SURFACE MOUNTED SCONCE / DECORATIVE LIGHT FIXTURE A. BUILDING AREA: 8,500 SF. STANDARDS. 2. CONTRACTOR SHALL VISIT THE SITE, INVESTIGATE AND BECOME FAMILIAR INTERIOR FRAME PARTITION (SEE WALL TYPE DETAILS) B. CONSTRUCTION TYPE: TYPE II -B WITH ALL EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT. FIRE ALARM PULL STATION m ONE HOUR FIRE RATED INTERIOR FRAME PARTITION *FULLY-SPRINKLERED BUILDING* 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL C. OCCUPANCY: REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO ANY FURTHER ®� TWO HOUR FIRE RATED INTERIOR FRAME PARTITION ALJ" FIRE ALARM HORN AND STROBE LIGHT M - MERCANTILE CONSTRUCTION. D. OCCUPANCY LOAD CALCULATION: 4. CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF THE SPECIFICATIONS ® TWO HOUR FIRE RATED CONCRETE MASONRY (CMU) WALL D V�–I FIRE ALARM STROBE LIGHT M - MERCANTILE: 1 OCC. / 30 GSF 8,500 SF / 30 NSF = 284 OCCUPANTS FOR THE PROJECT. TOTAL OCCUPANT LOAD: 284 OCCUPANTS 5. DIMENSIONS LESS THAN 2'-0" MAY BE SHOWN IN INCHES, I.E. 22" = V-10". = - ==w EXISTING 8" CONCRETE MASONRY (CMU) WALL IN CEILING MOUNTED ACCESS PANEL A 6. ALL ANGLED CONDITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. E. MAXIMUM ALLOWABLE AREA (FBC TABLE 503): 12,500 SF / FLOOR - 2 STORY 7. THE WORD "PROVIDE" MEANS TO FURNISH AND INSTALL COMPLETE, INCLUDING EXISTING INTERIOR FRAME PARTITION F - ACTUAL TENANT AREA = 8,500 SF / SINGLE STORY CONNECTIONS, UNLESS OTHERWISE SPECIFIED._" - EXISTING ONE HOUR FIRE RATED INTERIOR FRAME PARTITION I I ACCESSIBLE HI / LO DRINKING 8. ALL ITEMS OUTSIDE THE PROJECT BOUNDARIES SHALL BE PROTECTED SO AS I I FOUNTAIN WITH CLEAR FLOOR F. MAXIMUM ALLOWABLE HEIGHT (FBC TABLE 503): TWO (2) STORIES TO INSURE THAT THEY WILL REMAIN INTACT DURING CONSTRUCTION. ALL TACTILE WARNING SURFACE i i AREA SHOWN ACTUAL BUILDING MAXIMUM HEIGHT = 28'-0" +/- (1 -STORY) ITEMS OUTSIDE THE PROJECT BOUNDARIES WHICH ARE DISTURBED, DAMAGED, _ OR SOILED DUE TO THE ACTS OF THE CONTRACTOR OR SUBCONTRACTORS, / L J G. NUMBER OF EXITS REQUIRED (FBC TABLE 1019.1): TEN (10) SHALL BE CLEANED, REPAIRED OR REPLACED TO THEIR PREVIOUS CONDITION WHEELCHAIR CLEAR TURNING DIAMETER (60") AS DETERMINED BY THE ARCHITECT. � � � 129 CEILING MOUNTED ACCESS PANEL H. NUMBER OF EXITS PROVIDED: TWO (2) 9. THE CONTRACTOR SHALL MAINTAIN FIRE ACCESS AND EGRESS AT ALL TIMES. SITE / PARKING LOT LIGHTING 10. ALL FIRE SPRINKLER HEADS, SMOKE DETECTORS, OR OTHER CEILING I. MAX. EXIT ACCESS TRAVEL DISTANCE (FBC TABLE 1016.1): 250'-0" MOUNTED EQUIPMENT SHALL BE MOUNTED IN THE CENTER OF ACOUSTICAL SITE SIGN / ACCESSIBLE PARKING SPACE MAXIMUM EXIT ACCESS TRAVEL DISTANCE CEILING TILES.�, WITH POINT OF BEGINNING J. MAX. COMMON PATH OF EGRESS TRAVEL (FBC 1014.3) 100'-0" 11. IT IS THE INTENT OF THESE DRAWINGS AND DOCUMENTS TO PROVIDE ALL # ITEMS REQUIRED FOR COMPLETE SYSTEMS WHETHER SHOWN OR NOT. DETAIL TARGET K. MAX. DEAD END CORRIDOR LENGTH: (NONE PROVIDED) 50'-0" CONTRACTOR SHALL PROVIDE ALL ESCUTHEON PLATES, FINISH PLATES, TRIM O FIRE SPRINKLER HEAD (CENTER ON CEILING TILE) PIECES, ETC. AS REQUIRED TO PROVIDE A COMPLETE AND FINISHED WORK AS L. FIRE RESISTANCE RATING REQUIREMENTS (FBC TABLE 601 & FBC 705.4) DETERMINED BY THE ARCHITECT. # BUILDING / WALL SECTION TARGET - PARTY AND FIRE WALLS: 0 HR 12. ALL WOOD USED IN CONTACT WITH CONCRETE OR MASONRY SHALL BE U OCCUPANCY SENSOR (CEILING MOUNTED) STRUCTURAL FRAME: 0 HR TREATED. FASTENERS FOR TREATED WOOD (NAILS, BOLTS, HARDWARE, ETC.) BEARING WALLS - INTERIOR 0 HR SHALL BE GALVANIZED. DRYWALL SOFFIT / BULKHEAD BEARING WALLS - EXTERIOR 0 HR 13. ALL INTERIOR PARTITIONS ARE 5/8" GYPSUM BOARD, TAPED AND PAINT $ ELEVATION TARGET BASED ON 1ST FINISHED FLOOR AT 100'-0" NONBEARING WALLS & PARTITIONS (INTERIOR) 0 HR TEXTURED WITH ORANGE PEEL FINISH UNLESS OTHERWISE NOTED. UNLESS NOTED OTHERWISE PRIMARY EGRESS DIRECTION / PATH OF TRAVEL NONBEARING WALLS & PARTITIONS (EXTERIOR) 0 HR 14. PARTITIONS SHALL BE LOCATED TO ALIGN WITH FURRING ON ALL MASONRY FLOOR CONSTRUCTION 0 HR WALL CONDITIONS. LEVEL THRESHOLD TRANSITION 44 EGRESS WIDTH (IN INCHES) ROOF CONSTRUCTION 0 HR 15. THE TERM 'WORK' MEANS THE CONSTRUCTION REQUIRED BY THE CONTRACT 1/4" MAX. VERTICAL W/O EDGE TREATMENT DOCUMENTS, INCLUDING ALL LABOR NECESSAR (TO PRODUCE SUCH 1/2" MAX. VERTICAL W/ BEVEL OF 1.2 CONSTRUCTION, AND ALL MATERIALS AND EQUIPMENT INCORPORATED OR TO ® UNIVERSAL SYMBOL OF ACCESSIBILITY 32"EGRESS EGRESS DIRECTION / WIDTH / B BE INCORPORATED THEREIN. C� 1600CCUPANTS OCCUPANT LOAD CALCULATION 16. ALL WORK MENTIONED OR INDICATED IN THE CONTRACT DOCUMENTS SHALL BE PERFORMED BY THE CONTRACTOR AS PART OF THIS CONTRACT UNLESS IT W H WATER HEATER IS SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS THAT SUCH WORK DRAWING REVISION TAG SYMBOL AND REVISION CLOUD IS TO BE DONE BY OTHERS. SHOULD THE DRAWINGS OR THE SPECIFICATIONS 1 DISAGREE IN THEMSELVES OR WITH EACH OTHER, THE CONTRACTOR SHALL ® ROOM NUMBER TAG PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK UNLESS OTHERWISE DIRECTED BY WRITTEN ADDENDUM TO THE CONTRACT. 17. IN THE EVENT OF ANY CONFLICT AMONG THE CONTRACT DOCUMENTS, THE DOOR NUMBER TAG DOCUMENTS SHALL BE CONSTRUED ACCORDING TO THE FOLLOWING PRIORITES: X# INTERIOR WALL TYPE TAG HIGHEST PRIORITY: MODIFICATIONS SECOND PRIORITY: AGREEMENT 400 INTERIOR ELEVATION TARGET THIRD PRIORITY: ADDENDA - LATER DATE TO TAKE PRECEDENCE OX WINDOW TYPE ELEVATION TAG FOURTH PRIORITY: SUPPLEMENTARY GENERAL CONDITIONS OFE. SURFACED MOUNTED FIRE EXTINGUISHER FIFTH PRIORITY: GENERAL CONDITIONS ® FIRE EXTINGUISHER IN RECESSED CABINET SIXTH PRIORITY: SPECIFICATIONS SEVENTH PRIORITY: DRAWINGS EMERGENCY LIGHT 18. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL REFER TO ALL OF THE DRAWINGS, INCLUDING THOSE SHOWING PRIMARILY THE WORK OF THE DUAL EMERGENCY / EXIT COMBINATION LIGHT MECHANICAL, ELECTRICAL, AND OTHER SPECIALIZED TRADES, AND TO ALL OF ® CEILING MOUNTED EXIT LIGHT GENERAL "PLAN" DIMENSIONAL CONVENTIONS APPLICABLE CODES AND STANDARDS THE SECTIONS OF THE SPECIFICATIONS, AND SHALL PERFORM ALL WORK REASONABLY INFERABLE THEREFROM AS BEING NECESSARY TO PRODUCE THE t FBC 2010 FLORIDA BUILDING CODE, 2010 EDITION INDICATED RESULTS.\ ® CEILING MOUNTED EXIT LIGHT WITH DIRECTIONAL ARROW ALL PLAN DIMENSIONS SHOWN ARE BASED ON NOMINAL STUD AND FPC 2010 FLORIDA PLUMBING CODE, 2010 EDITION CMU WALL DIMENSIONS AND ARE SUBJECT TO FIELD ADJUSTMENT 19. THE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS WALL MOUNTED EXIT LIGHT FOR ACTUAL MATERIALS. PLAN DIMENSIONS HAVE AGRAPHIC FMC 2010 FLORIDA MECHANICAL CODE, 2010 EDITION C ARE DIAGRAMMATIC ONLY, AND ARE NOT INTENDED TO SHOW THE ALIGNMENT, TOLERANCE OF +1/2". MINIMUM CLEAR AND ALL CORRIDOR DIMENSIONS ARE NOT TO BE REDUCED. COORDINATE ALL FBC 2010 FLORIDA ENERGY CONSERVATION CODE, 2010 EDITION PHYSICAL LOCATIONS OR CONFIGURATIONS OF SUCH WORK, UNLESS NOTED ® CEILING MOUNTED EXHAUST FAN EQUIPMENT DIMENSIONS WITH THE MANUFACTURER, OWNER, OR OTHERWISE. WORK SHALL BE INSTALLED WITHOUT ADDITIONAL COST TO THE OWNER'S REPRESENTATIVE. FBC 2010 FLORIDA ACCESSIBILITY CODE, 2010 EDITION OWNER TO CLEAR ALL OBSTRUCTIONS, PERMIT PROPER CLEARANCES FOR RECESSED HVAC SUPPLY DIFFUSER NEC 2008 NATIONAL ELECTRIC CODE, INCLUDING ART. 517 THE WORK OF OTHER TRADES, ADN PRESENT AND ORDERLY APPEARANCE = FFPC 2010 FLORIDA FIRE PREVENTION CODE, 2010 EDITION WHERE EXPOSED. 0- 20. WHERE THE WORK IS TO FIT WITH EXISTING CONDITIONS OR WORK TO BE � o J NFPA-70-2008 NATIONAL ELECTRICAL CODE o F- ¢ INTERIOR WALL PERFORMED BY OTHERS, THE CONTRACTOR SHALL FULLY AND COMPLETELY RECESSED HVAC RETURN DIFFUSER w w 3 DIMENSIONS ARE JOIN THE WORK WITH SUCH CONDITIONS OR WORK, UNLESS OTHERWISE Q o � FROM CENTER INTERIOR LINE TO CENTER DIMENSION SPECIFIED. = z o LINE WHEN SHOWN BEGIN FROM THE — ------- 21. IN ALL CASES IN WHICH A MANUFACTURER'S NAME TRADE NAME OR OTHERY DIMENSIONED INSIDE FACE ACCESSIBILITY SIGNAGE DETAILS UST PROPRIETARY DESIGNATION IS USED IN CONECTION WITH MATERIALS OR 24" X 48" RECESSED FLUORESCENT LIGHT FIXTURE o w TO THE CENTER OF CMU Q 6" MINIMUM ARTICLES TO BE FURNISHED UNDER TH-3 CONTRACT, WHETHER OR NOT THE \ \ Q IF DOOR IS SHOWN ADJUST TOEQUAL GRAPHICALLY AE EQUAL * 6" MINIMUM UST T PHRASE OR EQUAL IS USED AFTER SUCH NAME, THE CONTRACTOR SHALL BE EQUAL CENTERED BE EQUAL FURNISH THE PRODUCT OF THE NAMED MANUFACTURER(S) WITHOUT 24" X 24" RECESSED FLUORESCENT LIGHT FIXTURE DIVIDE THE WALL 6" MINIMUM ------ SUBSTITUTION, ----SUBSTITUTION, UNLESS WRITTEN REQUEST FOR SUCH SUBSTITUTION HAS \ SPACE ON SIDs EQUTHE TWO BEEN SUBMITTED BY THE CONTRACTOR AND APPROVED IN WRITING BY THE 6"MINIMUM ARCHITECT. 24" X 24" RECESSED FLUORESCENT LIGHT FIXTURE W/ MEN WOMEN RESTROOM 22. WHERE NO EXPLICIT QUALITY OR STANDARDS FOR MATERIALS OR i --- - EMERGENCY POWER /BATTERY BACKUP ` ----"---- WORKMANSHIP ARE ESTABLISHED FOR WORK, SUCH WORK IS TO BE OF GOOD J/ TOILET ROOM WALL MOUNTED SIGN UNIVERSAL SYMBOL OF ACCESSIBILITY QUALITY FOR THE INTENDED USE AND CONSISTENT WITH THE QUALITY OF THE ACCESSIBILITY SIGNAGE NOTES: _ _ - SURROUNDING WORK AND THE INSTRUCTION OF THE PROJECT GENERALLY. 24" X 24" RECESSED FLUORESCENT LIGHT FIXTURE W/ MIN OF 2" GYP TO SHOW CHARACTER PROPORTION: 23. THE ARCHITECT AND/OR ENGINEER OF THIS CONTRACT SET OF DOCUMENTS EMERGENCY POWER / BATTERY BACKUP BETWEEN DOOR FRAME LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE -WIDTH -TO -H EIGHT RATIO BETWEEN 1:5 AND 1:10. WILL NOT ACCEPT RESPONSIBLITY AS TO ANY UNAUTHORIZED CHANGES OR AND WALL DEVIATIONS TO THIS PROJECT THAT DIFFER FROM THE PLANS AND RECESSED CAN LIGHT FIXTURE WITH EMERGENCY POWER / OOFF MIN CLEAR RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGNS (PICTOGRAMS): ANY CABINET 18" MIN CLEAR LETTERS AND NUMERIC SHALL BE RAISED 1/32 IN., UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE SPECIFICATIONS WITHOUT FINAL WRITTEN APPROVAL FROM THE ARCHITECT T BATTERY BACKUP \� AND SHALL BE ACCOMPANIED WITH GRADE BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" OR ENGINEER, AS TO SUCH ACTION.O (16 MM) HijH, BUT NO HIGHER THAN 2 IN. (50 MM). PICTOGRAMS SHALL BE ACCOMPANIED BY THE RECESSED CAN LIGHT FIXTURE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER D DIMENSION OF THE PICTOGRAM SHALL BE 6 IN. (152 MM) MINIMUM OF HEIGHT. ABBREVIATIONS FINISH AND CONTRAST: THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND OR DARK A.B. ANCHOR BOLT CT CERAMIC TILE GALV. GALVANIZED REQ'D REQUIRED 12" MIN CLEAR ON PUSH SIDE CHARACTERS ON A LIGHT BACKGROUND. ABV. ABOVE DIA. DIAMETER G.C. GENERAL CONTRACTOR RND ROUND MOUNTING LOCATION AND HEIGHT: A/C AIR -CONDITIONER DISP. DISPOSAL GFI GROUND FAULT INTERRUPTER S.F. SQUARE FOOT (FEET)UNLESS A DOOR'S LOCATION IS DIMENSIONED OR WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE ADJ. ADJUSTABLE E.W. EACH WAY HGT HEIGHT SHT SHEET INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL A.F.F. ABOVE FINISHED FLOOR ELEC. ELECTRICAL SQ. SQUARE LAID OUT SPECIF'"ALLY, SUCH AS SHOWN CENTERED, SPACE TO THE LATCH SIDE O( IE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE MFGR MANUFAt_. TURER TYPICAL DOOR LOCATION IN A WALL SHALL BE PLACED ON THE NEAREST, ADJACENT WALL. MOUNTING LOCATION OF SUCH SIGNAGE SHALL BE SO A.H.U. AIR HANDLER UNIT ELEV. ELEVATION MIN. MI: I MUM TEMP.A. TEMPERED PLACED T': MEET THE FLORIDA ACCESSIBILITY CODE THAT A PERSON MAY P 'ROACH WITHIN 3 IN. (76 MM) OF SIGNAGE WITHOUT ENCOUNTERING BM. BEAM EXT. EXTERIOR MIR. MIRROR TYP. TYPICAL FIRST + AND THE ABOVE REQUIREMENTS SECOND. PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. MOUNTING HEIGHT SHALL BE BOT. BOTTOM FBC FLORIDA BUILDING CODE N.T.S. NOT TO SCALE U.N.O. UNLESS NOTED OTHERWISE 60 IN. (1525 MM) ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. CLG. CEILING FIN. FLR. FINISHED FLOOR OPN'G OPENING VERT. VERTICAL SYMBOLS OF ACCESSIBILITY: CJ CONTROL JOINT F.G. FIXEC GLASS PED. PEDESTAL VTR VENT THROUGH ROOF FACILITIES AND ELEMENTS REQUIRED TO BE IDENTIFIED AS ACCESSIBLE BY SECTION 4.1 OF THE COL. COLUMN FLR. FLOOR PSF POUNDS PER SQUARE FOOT W/ WITH A D.A.A.G SHALL USE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. COMP. A/C COMPRESSOR FT. FOOT/FEET RAD RADIUS W/C WATER CLOSET FX FIXED WP WATER PROOF 2 3 7 4 5 6 mwmwqr I A R C H IT E C T U R E ARCHITECTURE I INTERIOR DESIGN_ 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.p owellstudioarc h.com AA4 26002236 © COPYRIGH 12013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECT URE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CC RPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: 3 OWNER / PROJECT: f"y < z W LLj UU Q-0 (D •Eiz _IW Z m 0 p • m 0 0 z LL Lu° _j _' 3� W OLL J'21V i QWco �Z Q W 0Q �U) J''�' Z Z 00Q W Z W W U) a. PROFESSIONAL SEAL: M w AUG 2 2 2013 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: JUNE 13, 2013 PROJECT DATA / SYMBOL LEGENv / NOTES A1.2 M. 1.1 C 111 1 MONUMENT SIGN PLAN '2 SCALE: 1/4" = 1'-0" K CONCRETE SILL 4" BRICK ON 8" CMU WALL CMU WALL TENANT SIGNAGE FRAME _lw�_------POURED CONCRETE CAP ABOVE `---SHOPPING POURED CENTER SIGNAGE CONCRETE CAP 20,_6" V-3" 1`3" PAINTED 5/8" iC 4 STUCCO ON 8" CMU FRONT AND REAR —POURED CONCRETE CAP —4" BRICK ON 8" CMU WALL ---PAQUE CONCRETE SILL PAINTED 5/8" STUCCO ON 8" CMU -BACKLIT TENANT SIGNAGE 2 MONUMENT SIGN ELEVATIONS 2"2 SCALE: 1/4" = 1'-0" 5 POURED CONCRETE CAP i 5'.2- /L V-3" V-3- 9 SIDES t� .�W 0 3 -POURED CONCRETE CAP -PAINTED 5/8" STUCCO ON 8" CMU -POURED CONCRETE CAP -4" BRICK ON 8" CMU WALL -CONCRETE SILL PAINTED 5/8" STUCCO ON 8" CMU -------ROUND TOP W/ CONCRETE SMOOTH FINISH 0 SCHEDULE 80 CONC. FILLED BOLLARD. PAINT "SAFETY YELLOW" PAINTED 5/8" STUCCO ON CONCRETE LINTEL AND 8" CMU POURED CONCRETE CAP 4" BRICK ON 8" CMU WALL �. 0 CONCRETE SILL s PAINTED %" STUCCO ON 8" CMU 1 o" CONCRETE FOOTING. SEE STRUCT. MONUMENT SIGN SECTION SCALE: 1/2" = 1'-0" 1 1" SLOPE ISOLATION JOINT NEW CONCRETE SLAB/ DRIVE AISLE, COORDINATE WITH STRUCTURAL AND CIVIL DRAWINGS CONCRETE FOOTING 2'-6" DIAMETER 6 TYP. BOLLARD DETAIL _ '2 SCALE: 1" = 1'-0" 3 4 1 5 1 6 12X24 CONCRETE 1\�2 23'-4" FOOTING W/ 3 #5 BARS CONT. - -_ 5/8" PAINTED STUCCO FINISH • I I N77-1 In • • • • TO MATCH BUILDING OVER 8" CMU REINFORCED W/ #5 @ 40" O.C. MIN. FILL CELLS SHOWN DARK (TYP.) I I I R _0. 6,-0" 6-0" 6_0" 2'-0'i I I 27_0„ I I b I 9 j • I = _ I ■ I \A2.2/ / 6" CONCRETE SLAB WITH 6X6 I a ,/ W2.9xW2.9 WWF (fc' = 4,000 psi) a I I OVER COMPACTED FILL � --� I (I • , t. -I -- - • 110 YD BOX h DUMPSER (FOR REFE,� BICE ONLY) 22'-0" NOTE: OPENING MUST BE� PERPENDICULAR TO LINE OF FLIGHT OF SERVICE VEHICLE. COORD. W/ CIVIL DRAWINGS 3DUMPSTER PLAN 2.2Il SCALE: 1/4" = 1'-0" /—ALL 1V1 i i�iV ASE `I`COWi' OF CMU TO BE GROUTED, 2" X Y4" DIAGONAL STEEL 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 3471 1 PH: (352)874-2340 • FAX: (877)680-7183 www.powellstudioarch.com ALL SIDES STRAPS WELDED TO STEEL s %� S : '. INQ4 t CmTtR . STUCCO BAND ROOF DECKING (TYP.) CONSULTANT: OWNER / PROJECT: / w < Z Lu Lli GALVANIZED STEEL .c UJ Z J� Z m0 Q 0 JCD 00 O 0 LLJ0zLL Q WELDED GATE COLLARS 0 ,1 a W co < CL W QW cn a J Z 4200< Z w z CL Pao aow� Z w (3) PER POST CD CL PROFESSIONAL SEAL: cis O or Lil cn AUG 2 2 2013 PROJECT NO: PSA2013-25 REVISIONS: T. 1. ;. -- 6" GALVANIZED GATE 7 MARK 3'-6" 11 _10" T -6 - ISSUE DATE: JUNE 13, 2013 FRONT AND REAR —POURED CONCRETE CAP —4" BRICK ON 8" CMU WALL ---PAQUE CONCRETE SILL PAINTED 5/8" STUCCO ON 8" CMU -BACKLIT TENANT SIGNAGE 2 MONUMENT SIGN ELEVATIONS 2"2 SCALE: 1/4" = 1'-0" 5 POURED CONCRETE CAP i 5'.2- /L V-3" V-3- 9 SIDES t� .�W 0 3 -POURED CONCRETE CAP -PAINTED 5/8" STUCCO ON 8" CMU -POURED CONCRETE CAP -4" BRICK ON 8" CMU WALL -CONCRETE SILL PAINTED 5/8" STUCCO ON 8" CMU -------ROUND TOP W/ CONCRETE SMOOTH FINISH 0 SCHEDULE 80 CONC. FILLED BOLLARD. PAINT "SAFETY YELLOW" PAINTED 5/8" STUCCO ON CONCRETE LINTEL AND 8" CMU POURED CONCRETE CAP 4" BRICK ON 8" CMU WALL �. 0 CONCRETE SILL s PAINTED %" STUCCO ON 8" CMU 1 o" CONCRETE FOOTING. SEE STRUCT. MONUMENT SIGN SECTION SCALE: 1/2" = 1'-0" 1 1" SLOPE ISOLATION JOINT NEW CONCRETE SLAB/ DRIVE AISLE, COORDINATE WITH STRUCTURAL AND CIVIL DRAWINGS CONCRETE FOOTING 2'-6" DIAMETER 6 TYP. BOLLARD DETAIL _ '2 SCALE: 1" = 1'-0" 3 4 1 5 1 6 12X24 CONCRETE 1\�2 23'-4" FOOTING W/ 3 #5 BARS CONT. - -_ 5/8" PAINTED STUCCO FINISH • I I N77-1 In • • • • TO MATCH BUILDING OVER 8" CMU REINFORCED W/ #5 @ 40" O.C. MIN. FILL CELLS SHOWN DARK (TYP.) I I I R _0. 6,-0" 6-0" 6_0" 2'-0'i I I 27_0„ I I b I 9 j • I = _ I ■ I \A2.2/ / 6" CONCRETE SLAB WITH 6X6 I a ,/ W2.9xW2.9 WWF (fc' = 4,000 psi) a I I OVER COMPACTED FILL � --� I (I • , t. -I -- - • 110 YD BOX h DUMPSER (FOR REFE,� BICE ONLY) 22'-0" NOTE: OPENING MUST BE� PERPENDICULAR TO LINE OF FLIGHT OF SERVICE VEHICLE. COORD. W/ CIVIL DRAWINGS 3DUMPSTER PLAN 2.2Il SCALE: 1/4" = 1'-0" /—ALL CELLS OF TOP COURSE A R C H IT E C T U R E OF CMU TO BE GROUTED, 2" X Y4" DIAGONAL STEEL 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 3471 1 PH: (352)874-2340 • FAX: (877)680-7183 www.powellstudioarch.com ALL SIDES STRAPS WELDED TO STEEL 3 -POURED CONCRETE CAP -PAINTED 5/8" STUCCO ON 8" CMU -POURED CONCRETE CAP -4" BRICK ON 8" CMU WALL -CONCRETE SILL PAINTED 5/8" STUCCO ON 8" CMU -------ROUND TOP W/ CONCRETE SMOOTH FINISH 0 SCHEDULE 80 CONC. FILLED BOLLARD. PAINT "SAFETY YELLOW" PAINTED 5/8" STUCCO ON CONCRETE LINTEL AND 8" CMU POURED CONCRETE CAP 4" BRICK ON 8" CMU WALL �. 0 CONCRETE SILL s PAINTED %" STUCCO ON 8" CMU 1 o" CONCRETE FOOTING. SEE STRUCT. MONUMENT SIGN SECTION SCALE: 1/2" = 1'-0" 1 1" SLOPE ISOLATION JOINT NEW CONCRETE SLAB/ DRIVE AISLE, COORDINATE WITH STRUCTURAL AND CIVIL DRAWINGS CONCRETE FOOTING 2'-6" DIAMETER 6 TYP. BOLLARD DETAIL _ '2 SCALE: 1" = 1'-0" 3 4 1 5 1 6 12X24 CONCRETE 1\�2 23'-4" FOOTING W/ 3 #5 BARS CONT. - -_ 5/8" PAINTED STUCCO FINISH • I I N77-1 In • • • • TO MATCH BUILDING OVER 8" CMU REINFORCED W/ #5 @ 40" O.C. MIN. FILL CELLS SHOWN DARK (TYP.) I I I R _0. 6,-0" 6-0" 6_0" 2'-0'i I I 27_0„ I I b I 9 j • I = _ I ■ I \A2.2/ / 6" CONCRETE SLAB WITH 6X6 I a ,/ W2.9xW2.9 WWF (fc' = 4,000 psi) a I I OVER COMPACTED FILL � --� I (I • , t. -I -- - • 110 YD BOX h DUMPSER (FOR REFE,� BICE ONLY) 22'-0" NOTE: OPENING MUST BE� PERPENDICULAR TO LINE OF FLIGHT OF SERVICE VEHICLE. COORD. W/ CIVIL DRAWINGS 3DUMPSTER PLAN 2.2Il SCALE: 1/4" = 1'-0" /—ALL CELLS OF TOP COURSE A R C H IT E C T U R E OF CMU TO BE GROUTED, 2" X Y4" DIAGONAL STEEL 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 3471 1 PH: (352)874-2340 • FAX: (877)680-7183 www.powellstudioarch.com ALL SIDES STRAPS WELDED TO STEEL s %� ANGLE FRAME AND STEEL ��-RAISED STUCCO BAND ROOF DECKING (TYP.) CONSULTANT: OWNER / PROJECT: / w < Z Lu Lli GALVANIZED STEEL .c UJ Z J� Z m0 Q 0 JCD 00 O 0 LLJ0zLL Q WELDED GATE COLLARS J L � a W co < CL W QW cn a J Z 4200< Z w z CL Pao aow� Z w (3) PER POST CD CL PROFESSIONAL SEAL: cis O or Lil cn AUG 2 2 2013 PROJECT NO: PSA2013-25 REVISIONS: -- 6" GALVANIZED GATE MARK DATE DESCRIPTION ISSUE DATE: JUNE 13, 2013 POST, CONCRETE FILLED 1'-6" X 3'-0" CONCRETE FOOTING. DOOR INTEGRAL W/ MASONRY _. _.. ._ _ _..._... WALL FOOTING AS REQ'D—� ._. PAINTED 5/8" STUCCO ON 8" BARN STOP AND LOCKING HARDWARE. CMU WALL, TYP. PROVIDE PIPE CLAMPS SECURED TO GATE W/ WASHER SPACERS TO FACILITATE SLIDING. PROVIDE GALLO STEEL PIPE SLEEVE INTO SLAB TO RECEIVE BARN GATE STOPS. SCENES TO BE 4" LONG AND EXPAND %4" ABOVE SLAB. PAINT ALL EXPOSED STEEL. SIDES FRONT 4 DUMPSTER ELEVATIONS 2" SCALE: 1/4" = 1'-0" PAINTED 5/8" STUCCO ON 8" CMU WALL. EXTERIOR 6" GALVANIZED GATE POST, CONCRETE FILLED RECYCLE DUMPSTER SIGN BY OTHERS 3'-0" X 3'-0" CONCRETE FOOTING FOR DOUBLE POST PAINTED 5/8" STUCCO I 1" ALL CELLS OF TOP ON 8" MASONRY I COURSE OF CMU TO EXTERIOR FACE BE GROUTED, ALL REFER TO STRUCT. I SIDES FOR REINFORCING' -- PAINTED MASONRY io INTERIOR FACE I -- 6" OR 12" CONCRETE SLAB W/ 6x6 /W14 x W14 W.W.F. OVER 6" GRAVEL r _X x_ I I I L.12" X 24" CONCRETE _� FOOTING W/ 3 #5 BARS 2'-0" CONT. ■ MONUMENT SIGN DUMPSTER DETAILS A2m2 POWELLSTUD10 A R C H IT E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 3471 1 PH: (352)874-2340 • FAX: (877)680-7183 www.powellstudioarch.com AAI! 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, I.I.C. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS. AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT 8E USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURR',SE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: ry w < Z Lu Lli V (.) .c UJ Z J� Z m0 Q 0 JCD 00 O 0 LLJ0zLL Q Lli� J L � a W co < CL W QW cn a J Z 4200< Z w z CL Pao aow� Z w W0 U) CD CL PROFESSIONAL SEAL: cis O or Lil cn AUG 2 2 2013 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: JUNE 13, 2013 MONUMENT SIGN DUMPSTER DETAILS A2m2 ISL` I IF.LL5TUDIO A R CH IT E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudioarc h. com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT, THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHi TSOEVER WITHOUT THE WRIT TEN CONSENT OF POWELL S I UDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: z w Lij VU Q J Lu z z moo Q J co 0 w C5J _j 0 LL W JOU aL.L W QLUcu3:Q CL W cn }' z Z O Q WWell w z wl V o F-- Zui W0 U) 3:0— PROFESSIONAL SEAL: �a c; L1J cn AUG 2 2 2013 PROJECT NO: PSA2013-25 REVISIONS: MARK I DATE DESCRIPTION ISSUE DATE: JUNE 13, 2013 FLOOR PLAN All ---MONO ROWELL STU010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET • CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powelistudioarch.com AA8 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE 'THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: fy ui z w LLI V V .0 Q2(D Lu J5z m�o ZCD �— • m o WO J � Oz<u CU w J � L � � Q � w cu Q W Q w cn OC -� 0 z z OOQ W wz L mQ2 (3 F - z W WCL Cn PROFESSIONAL SEAL: C" r G C\ 1.0 AUG 2 2 2013 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: JUNE 13, 2013 LIFE SAFETY PL =N A3.2 A B C Ic EXTERIOR FINISH SCHEDULE MARK DESCRIPTION MFR. MFR MODEL # FINISH REMARKS TOP OF PARAPET WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. (BASIS OF DESIGN) ALUMINUM STOREFRONT (SEE FLOOR 128,_0« - A-1 ALUMINUM AWNING MAPES SUPER LUMIDECK CLEAR ANODIZED ALUMINUM AWNING TO MATCH EXISTING ADJACENT BUILDING. VERIFY FINISH WITH MANUFACTURER TO MATCH. BASIS OF DESIGN IS MAPES E 3 UJ �z Signageby Tenant }a} " E1 Si } L/ L� },�, �� 1 ALUMINUM CANOPY SUPER LUMIDECK, OR Ar,017.OVED EQUAL BRICK EQUAL TO ENDICOTT TILE "DESERT IRONSPOT". VERIFY FINISH TO MATCH EXISTING ADJACENT BUILDING. B-1 BRICK VENEER N/A N/A "DESERT IRONSPOT" E-1 FIN. FLR. ) PROFESSIONAL SEAL: 10 100,-0- Ll PROJECT NO: PSA2013-25 REVISIONS: SIMULATED STONE PATTERN EQUAL TO CORAL STONE (OR EQUAL). CS -1 CORAL STONE VENEER N/A N/A CORAL STONE VERIFY FINISH TO MATCH EXISTING ADJACENT BUILDING. E EIFS DRYVIT N/A (SEE REMARKS) VERIFY FINISH TO MATCH EXISTING ADJACENT BUILDING. E-2 EIFS DRYVIT N/A (SEE REMARKS) VERIFY FINISH TO MATCH EXISTING ADJACENT BUILDING. E-3 EIFS DRYVIT N/A (SEE REMARKS) VERIFY FINISH TO MATCH EXISTING ADJACENT BUILDING. P-1 PLAQUE PINEAPPLE COMPASS TERRAIN TAUPE PRECAST PINEAPPLE GROVE TILE 24"X 24" EQUAL TO TERRAIN TAUPE. GROVE VERIFY FINISH TO MATCH EXISTING ADJACENT BUILDING. 4 6 �.8� 1� (1.1) (1 2 V J ._/ (43) ( 9) (5� 5.2) `E-2 TOP OF PARAPET / P 1 4"X 24" DECORATIVE ALUMINUM _" _ PLAQUE (SEE EXTERIOR STOREFRONT 128 0 FINISH SCHEDULE) WINDOW ABOVE ALUM CANOPY ❑ E2 TOP OF PARAPET 9Pr E I— S aa �g 7 (TYP.) ( "" e b n / __._. _.._. ... ... ... .... _ (TYP.) TOP/STOREFRONT E1 E-2 (TYP.) FIN. FLR. 100--o- El I A-1 (52) 5 C.9) BTM. / 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352)874-2340 ■ FAX: (877)680-7183 www.powellstudioarch.com ❑ ; E-2 ❑ © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, TOP OF PARAPET WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ALUMINUM STOREFRONT (SEE FLOOR 128,_0« - PLAN AND WINDOW ELEVATIONS) G A LGA- eenan TOP OF PARAPET W LLI U (a) E 3 UJ �z Signageby Tenant }a} " E1 Si } L/ L� },�, �� 1 ALUMINUM CANOPY E-3 0 J i LL AWNING BEYOND -1""," NCE LIGHT (SEE ELEC., TYP.) CORAL STONE BEYON E-1 FIN. FLR. ) PROFESSIONAL SEAL: 10 100,-0- Ll PROJECT NO: PSA2013-25 El I A-1 --FUTURE SIGN LOCATION - PROVIDE JUNCTION BOX, CONDUIT, AND E-2 BACKING FOR FUTURE SIGN A-1 INSTALLATION (TYPICAL) AWNING (TVP. ETAL COPING (TYP.) A-1 A-1 BTM. / 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352)874-2340 ■ FAX: (877)680-7183 www.powellstudioarch.com ❑ ; E-2 ❑ © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, ALUMINUM CANOPY AWNING BEYOND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ALUMINUM STOREFRONT (SEE FLOOR w PLAN AND WINDOW ELEVATIONS) G A LGA- eenan z W LLI U (a) E 3 UJ �z Signageby Tenant }a} " E1 Si } L/ L� },�, �� O O J Lu O z Q E-3 0 J i LL i _ E-1 NCE LIGHT (SEE ELEC., TYP.) E-1 E-1 W CL(nLLJ CL PROFESSIONAL SEAL: AUG $ $ 2013 PROJECT NO: PSA2013-25 REVISIONS: 009vo7m NEI Ell I -V I MARK A 7E 0 CS -1 fop OF PARAPI 121'-4" ak TOP OF BRICK 90 112'-0" 1 OP O 128'-0" TOP O 9V-1-21'-4- gk TOP / 112''-0" ALUMINI AWNI FIN. FL 100'-0" CORAL STONE VENEER CS -1 7J CS -11 U 1 FRONT ELEVATION 1 SCALE: 3/16" = 1'-0" / A-1 A R U Hl T E C T U R E BTM. / 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352)874-2340 ■ FAX: (877)680-7183 www.powellstudioarch.com - 1133' _-8" '8 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, ALUMINUM CANOPY AWNING BEYOND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ALUMINUM STOREFRONT (SEE FLOOR w PLAN AND WINDOW ELEVATIONS) E-2 2 SIDE ELEVATION A4.1 SCALE: 3/16" = 1'-0" 1 1 2 1 3 _ --I --._---_""__.....-4 SIDE ELEVATION 4.1 SCALE: 3/16" = 1'-0" n (1.7) 4RAPE 128'-0" 4RAPE 121'-4" _FRON 112'-0" CANOPY _YOND IN. FLR. 100'-0" Ilf )P OF PARAPET 121'13" �7 TOP OF BRIG 112'-0" F. PIS EELL STUDIO A R U Hl T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352)874-2340 ■ FAX: (877)680-7183 www.powellstudioarch.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: w z W LLI U (a) .� V UJ �z Zm°Q •m 3: O O J Lu O z Q _0 LLJ 0 J i LL Q w co Q W J W cn OC z Z 0 O O Q Q Lu II..w wz CLa tv z W W CL(nLLJ CL PROFESSIONAL SEAL: AUG $ $ 2013 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: JUNE 13, 2013 ELEVATIONS A4. 1 OIL C U7 ,TOP/ PARAPET _ 128'-0" OL TOP / STUD AT PARAPET 128'-0" EIFS OVER 5/8" DEN SHEATHING OVE FRAMING (SEE STRUCI TJOIST BEARING (TOP OF BEAM) 119'-5-1 /2" ALUMINUM STORE (SEE ELEVA TTOP/STOREFRONT 112'-0" OL TOP/STOREFRONT 109'-0" ALUMINUM A ANODIZED ALUMINUM STOREI SYSTEM (SF^ ELEVA CONCRET TTOP / SLAB 100'-0" TOP/ PARAPET _ 121'-4" EIFS OVER 5/8" DENSGLAS SHEATHING OVER 1-1/2" MTL. HAT CHANNELS OVER 8" CMU (SEE STRUCTURAL)—,' I jTOP / BRICK_ 110'-0" 4" BRICK MASONRY W/ AIR SPACE OVER 8" CMU I CORAL STONE VENEER OVER 4" CMU OVER 8" CMU CONCRETE SIDEWALKOL —`°— TOP/SLAB Ir 100'-0" 2 3 4 35'-8' A BUILDING SECTION. 5.1 SCALE: 1/4" = 1'-0" 4.3) (4 3 2 (1.7) C I PARAPET BEYOND ----ROOF SYSTEM: TPO SINGLE PLY MEMBRANE ROOF SYSTEM ' OVER R-22 RIGID INSULATION (APPROX. 3-5/8" THICK) OVER METAL DECKING, OVER OPEN WEB STEEL JOISTS SLOPED 1/4" PFR FC1(�T I � I Li Il TEEL JOIST (SEE STR CTURAL) I I I EE STRUCTURAL FOR FOUNDATION TYPE / SIZE LAB LEAVE -OUT (SEE STRUCTURAL FOR EXTENTS OF CONCRETE SLAB / FOUNDATION R Z f 3 i t I . li -'ii } i , .�.� .� z > .�, ,..L j Ir �.Lx .a t b , le --Y y t )i t wy, }-- ru! -- •y.-. t ,'.,. t { 1 i .:..a - --+,"` _7 wit t -.I �- c !.:j � .i { {. E! , ,w.{i ._ _..:it �!, !r i 1i- i .i .-.1 f -.,L. .,, t ,f-:: 1 4.n-' •!. ° ..a ..>,.r «,t !.. i - .tr d.3. �... "al 1 1 S I a 11 L x , r i 3 3 t r- 3 i 4 t {{ i •�'� �T 1^ : ? r 1.. r x ' i 1 f _ -}� f t ..t.` .r fl �L B BUILDING SECTION A5.1 SCALE: 3/16" = 1'-0" 2 I 3 II II II II III II II II COLUMN BEYOND (SEE STRUCTURAL) IL II II II II II II II II II II II II II t L. I � 1 t t !t i} ( t "u, i P c l t c rBA4" CONCRETE FLOOR SLAB (SEE STRUCTURAL) OVER VAPOR RRIER OVER COMPACTED TERMITE TREATED FILL 3.C._ ,, t F 1 t t I• 1 '— d� t t 1 f I I ( I L I 1 a � f rl--r s r t tl r4 •r C � } � s ._. , i. _-, _.ul, i ;.. ...; a..... r _. -_.... , t..,.. -t i I . i _ 3 i G_ , � . t • —_ i ..�? i . .1; f : I --d t. f._...t Fr—. ! . 4 5 N OPING (TYP.) TOP/MASONRY 121' -4" - :IFS CORNICE (TYP.) JOIST BEARING —118'-0"4— IFS 18'-0"4— IFS OVER 5/8" DENSGLAS HEATHING C',ER 1-1/2" MTL. AT CHANNELS OVER 8" CMU TOP / BRICK Ti—Z-44— " 12'-0 — " BRICK VENEER RETE SIDEWALK TOP / SLAB 100'-0" TOP/FOOTER 98'-8" ETAL COPING (TYP.) I OXED EIFS CORNICE (TYP.) IFS OVER 5/8" DENSGLAS SHEATHING OVER 1-1/2" MTL. HAT CHANNELS OVER 8" CMU i i LAB LEAVE—OUT (SEE STRUCTURAL FOR EXTENTS OF CONCRETE SLAB / FOUNDATION t t 4 , f 33 t 7 I ! a t � �I ti r t, a F I< { 1 r , a i i 1 �I> 1 P A P. C FBI SLOPED METAI MI TOP OF CMU /PARAPET - 121'-4" (3) PT FRT 2X8' EIFS BOXED ( 1-1/2"W AL HAT CHAN 2" EIFS OVER! SHEATHING OVER 1-1 CHANNE EIFS STRINGCOUR: TOP /BRICK VENEER (42 CC 110-0" 4"I CONTINUOUS ME EIFS STRING COURSE (SLC CORAL STONE VENEER IN RANDOM ASH (MATCH EXISTING ADJACE GALVANIZED METAL 12" O.C. VERT. AND TOP / $LAB CONCRETE SIDEWA 100'-0" CONCRETE F001 (SEE STRUCTURAL FOR SIZE, TYPE, AND REINFORCEMENT) 2 3 _ TOP _OF CMU / PARAPET 121'-4" - - - - - - - - - SYSTEM: TPO SINGLE PLY BANE ROOF SYSTEM OVER R-22 NSULATION (APPROX. 3-5/8' THICK) ROOF SYSTEM: TPO SINGLE PLY METAL DECKING, OVER OPEN WEB MEMBRANE ROOF SYSTEM OVER R-22 JOISTS SLOPED 1/4" PER FOOT RIGID INSULATION (APPROX. 3-5/8" THICK) OVER METAL DECKING, OVER OPEN WEB STEEL JOISTS SLOPED 1/4" PER FOOT ROOF SLOPE 1/4" PER FOOT—: WEB STEEL JOIST STRUCTURAL) _ TOP _OF CMU / JOIST BEARING 118'-0" - - zv - - 3 112" OPEN WEB STEEL JOIST (SEE TOP /BRICK VENEER (54 COURSES) 112-0" 4 3" 4" OPED METAL COPING (TYP.) ETAL FLASHING PT FRT 2X8 WOOD NAILERS FS BOXED CORNICE (TYP.) SLOPED METAL COPING (TYP.) METAL FLASHING TOP /_STUD @ PARAPET 128'-0" - - - FRT 2X WOOD NAILER 0 EIFS BOXED CORNICE (TYP.) PROVIDE DRIP EDGE AT ALL EIFS CORNICES(TYP.) PT 2X WOOD 0 (V 5 4" 4" W CMU AT JOIST SEAT _JOIST BEARING (TOP OF STEEL) 119'-5-1/2" - - - - -1/2" METAL HAT CHANNEL @ 24" O.C. 2" EIFS OVER 5/8" DENSGLAS SHEATHING OVER 1-1/2" METAL HAT CHANNELS AT 2'-0" O.C. 3" EIFS OVER 5/8" DENSGLAS SHEATHING OVER METAL FRAMING (SEE STRUCTURAL), METAL STUD FRAMING (SEE S PROVIDE DRIP— PRE-ENGINEERED ALUMINUM AWNING INSTALLED PER MFR. RECOMMENDATION i EIFS 8" cmu kq IN EIFS SILL CORAL STONE VENEEF 1/2" EXPANSION !OI NT(TYP. R VISQUEEN 4" CONCRETE SLAB OVER VISQUEEN ONCRETE SIDEWALK (SEE CIVIL) ARCHITECTURE I INTERIOR DESIGN VELL VAPOR BARRIER OVER WELL www.powelistudioarch.com AA# 26002236 EXPANSI REATED FILL COMPACTED TERMITE TREATED FILL - - - - _ 112'-0" OIL TOP/SLAB OWNER / PROJECT: (SEE ELEVATIONS FOR SIZE AND w 100'-0" - -- . a .� .a e - a • � a. i J LLJ •5 z L T AB _ _ _ _ _TUBE _ 1091-111, 1001-01, TOP/STOREFRONT - - - _ 1'-0" C \ V Vr�LL 4.7CV 1 IJN SCALE: 3/4" = 1'-0" 2 3 1 4 R 4,_51„ AETAL STUD FRAMING B (SEE STRUC.) 2'-10" RIP EDGE ETAL COPING BEYOND SEE / STRUCTURAL / FOR BOX -OUT' COL)jMN TPO SINGLE PLY MEMBRANE OVER FRT B�tACIN / I PLYWOOD SHEATHING OVER METAL STUDS / (SEE STRUCTURAL) I ROOF SYSTEM: TPO SINGLE PLY MEMBRANE ROOF SYSTEM OVER \ R-22 RIGID INSULATION (APPROX. 3-5/8" THICK) OVER METAL \DECKING, OVER OPEN WEB STEEL JOISTS SLOPED 1/4" PER FOOT \ ROOF SLOPE 1/4" PER FOOT--� \I / / STEEL ROOF JOIST (SEE / / r\\\ ---.STEEL BEAM (SEE STRUC) / / ETAL STUD FRAMING (SEE STRUC) / 3,_2„ 3'-0" 19 VINYL BACKED INSULATION (TVP.) TOP/ STEELTUBE 112'-11' 5 1 6 ' n"", :. z STEEL TUBE (SEE STRUCTURAL ARCHITECTURE I INTERIOR DESIGN FOR SIZE AND TYPE) www.powelistudioarch.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, TOP/STOREFRONT - - - - _ 112'-0" 10 –ALUMINUM STOREFRONT SYSTEM OWNER / PROJECT: (SEE ELEVATIONS FOR SIZE AND w TYPE) TEEL TUBE (SEE STRUCTURAL w W FOR SIZE AND TYPE) .c V V J LLJ •5 z TOP /STEEL _ _ _ _ _TUBE _ 1091-111, - TOP/STOREFRONT - - - _ 1'-0" 5 1 6 ' n"", :. z A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352)874-2340 ■ FAX: (877) 680-7183 www.powelistudioarch.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: 0� w z w W V V .c V V J LLJ •5 z z 00 a Q DO O Lij 0 —1 0 z QLL JLL a LL J c Q W Q CL W cn 20 zZ 0. pQ 0 Lu W z CL0 :EN zWJU-� WQ_ 0 W�. PROFESSIONAL SEAL: AUG 2 2 2013 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: JUNE 13, 2013 WALL SECTIONS A url, 2 Um =R T m C 0 SLOPED METAL COF METAL TOP /_STEEL 128'-0" FRT 2X WO( EIFS BOXED CORN PROVIDE DRIP E[ EIFS CORP PT 2X WOO JOIST BEARING (TOP 119'-5-1/2" EIFS OVER'. SHEATHIN( FRAMING (SEE METAL STUD FRAMING (SEE PRE-ENGINEERED AW 2 .1 —METAL COPING BEYOND SINGLE PLY MEMBRANE OVER FRT WOOD SHEATHING OVER METAL STUDS ;STRUCTURAL) EIFS OVER TYVEK COMEMR( WRAP OVER 5/8" DENSGLAE OVER 8" METAL S CORAL STONE VENEER OVER TYVEK BUILDING WRAP OVER 5/8" DENSGLP OVER 2-1/2" METAL FRAMING C FRAMING (SEE TOP/SLAB 100'-0" 3 (STEM OVER OETAL " PER FOOT EIFS SILL 01,- � ALUMINUM AWNING NSTALLED PER MFR. RECOMMENDATIONS PIZ 4 I 5 i i ' SLOPED METAL COPING (TYP.) SLOPED MET4.L COPING (TYP.) 1'-112" METAL FLASHIN METAL FLASHING TOP /_STUD @ =PARAPET _ TOP /_STUD @ PARAPET FRT 2X WOOD NAILER ) EIFS BOXEDICORNICE (TYP.) EIFS BOXED CORNICE (TYP. I - 4" ROOF SYSTEM: TPO SINGLE PLY PROVIDE DRIP EDGE AT ALL MEMBRANE ROOF SYSTEM OVER R-22 PROVIDE DRIP EDGE AT ALL EIFS CORNICES(TYP. RIGID INSULATION (APPROX. 3-5/8" THICK) EIFS CORNICES(TYP.) I OVER METAL DECKING, OVER OPEN WEB ------"STEEL JOISTS SLOPED 1/4" PER FOOT JOIST BEARING (TOP OF STEEL) o 119'-5-1/2" G— i I R-19 VINYL BACKED INSULATION (TYP.) i EIFS OVER 5/8" DENSGLAS N SHEATHING OVER METAL o FRAMING (S E STRUCTURAL) j OPEN WEB STEEL JOIST -(SEE STRUCTURAL) TOP / STEE_L TUBE 112'-11" ,STEEL TUBE (SEE STRUCTURAL FOR SIZE AND TYPE) ALUMINUM STOREFRONT' SYSTEM (SEE ELEVATIONS FOR SIZE AND TYPE) -STEEL TUBE (SEE STRUCTURAL FOR SIZE AND TYPE) TOP / STEEL TUBE 109'-11" 3 STOREFRONT SYSTEM 4"CONCRETE SLAB OVER VISQUEEN VAPOR BARRIER OVER WELL COMPACTED TERMITE TREATED FILL TOP / SLAB _...... ►l METAL STUD FRAMING (SEE R, ROOF SYSTEM: TPO SINGLE PLY MEMBRANE ROOF SYSTEM OVEF R-22 RIGID INSULATION (APPROX. 3-5/8" THICK) OVER METAL DECKING, OVER OPEN WEB STEEL JOISTS SLOPED 1/4" PER FOOT ROOF SLOPE 1/4" PER FOOT - BEAM (SEE STRUC) AL STUD FRAMING (SEE STRUC) 9 VINYL BACKED INSULATION (TVP.) TOP/STEEL TUBE 112'-11" STEEL TUBE (SEE STRUCTURAL FOR SIZE AND TYPE) TOP/STOREFRONT 112'-0" STEEL TUBE (SEE STRUCTURAL FOR SIZE AND TYPE) TOP / STEEL_TUBE _ 109'-11" TOP / STOREFRONT _ - — — — — 109'-0" 5 1 6 ISSUE DATE: JUNE 13, 2013 WALL SECTIONS A5.3 M Y POWELL STUDIO A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352)874-2340 ■ FAX: (877)680-7183 www.powelistudioarch.com AAN 26002236 @ COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: 01.0 w Z w U J UJ z � z 00 C Q 0 " m Lu 0J_j 0 z O 1..1.. W WW O Q C� Lu cu 3: Z Q WFo Q CL W z �� c/5LL Z O 0 Lu w OL z Z C" 'o cV b. W (nW PROFESSIONAL SEAL: AUG 2 2 2013 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION mw ISSUE DATE: JUNE 13, 2013 WALL SECTIONS A5.3 w POWELL STUDIO A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET • CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www. p owellstud ioarc h. c om AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: 0� ui Z W w Q �� UJ z�- zm�Q F--m o 0 Lu3: oJ� Oo O J� USLL a LLjcu3:Q LV Q W cn -� z z OOQ Lu �. Wz cwlwaCLI c) Z Lu LV U LLJ cn CIL PROFESSIONAL SEAL: AUG 2 2 2013 PROJECT NO: PSA2013-25 REVISIONS: MARK I DATE I DESCRIPTION DATE: JUNE 13, 2013 [ISSUE DETAILS A60 I POWELLSTUD10 A R C H I T E C T U R E. ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT. FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudioarc h.com AAI+ 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED. AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: 0� w 11",— z w w Uv c <-0 W iZ z 0Q —o m �' • o WO O J � z Q e W O J� LSILL a� w co 3:Q W Q CL W cn Z o0< LuLAW�wz Y 0 cC:), "Z w N W U) CL PROFESSIONAL SEAL: AUG 2 2 2013 PROJECT NO: PSA2013-25 REVISIONS: MARK I DATE I DESCRIPTION JUNE 13, 2013 rISSUE: DETAIL_cl A6.1 I.1 1.1 ❑9 I NOTE: JOINTS SHALL " ^" G.I. COVER PLATE SET INTO SEALANT BEAD ED ALONG BOTH SIDES OF JOINT- SECURE SCREW THRU STEELINEOPRENE WASHER :RED OVER 1/4" GAP BETWEEN ADJACENT DNS OF COPING N THRU NEOPRENE WASHER @ 30" O.C. IDE FACE ONLY DE SEALANT AT COPING JOINT 2E OUTSIDE FACE OF METAL SECTIONS USING !AILS THRU SLOTTED HOLES UNDER COVER 22 GA. G.I. CAP FLASHING - COUNTER FLASH @ EXTERIOR FACE 2 PARAPET COPING DETAIL 7.1 SCALE: 1-1/2" = 1'-0" 3 SCUPPE A7.1SCALE: 1-1 /2" = 1'-0' NOTE: ROOF TERMINATION, FLASHING, SCUPPER INSTALLATION, ETC. SHALL CONFORM TO ROOF SYSTEM MANUFACTURER'S RECOMMENDATIONS CONTINUOUS BEAD OF SEALANT ROOF SYSTEM FLASHING OVER SCUPPER FLANGE CONTINUOUS BEAD SEALANT (PER MFR. RECOMMENDATIONS) j__"" FIELD FORMED 8'X 16" GALVANIZED METAL SCUPPER WITH SOLDERED JOINTS & INTEGRAL 4" FLANGE 1-1/4" HOT DIPPED GALVANIZED ROOF NAILS @ 4" O.C. MAX. II'M PO ROOFING EMBRANE FRT BLOCKING-� FORMED 8" x16" 4NIZED METAL SCUPPER SOLDERED JOINTS & RAL4"FLANGE WIDE COLLAR R TO MATCH E-1 ON TIONS (TYP.) R DETAIL CONT. BEAD OF SEALANT In 20 INSULA11ON WE INA IG D I NS_ U __ lION i♦i� i♦i� ►:� 000 TI UOUS CONTINUOUS BEAD OF SEALANT -, -� ©SCUPPER DETAIL -EIFS OVER 5/8" DENSGLASS GOLD SHEATHING OVER 1-1/2" METAL HAl CHANNELS OVER 8" CMU PREFINISHED METAL COLLAR RIVETED OUTSIDE OF SLEEVE & SEALED TO CMU W/ DOW 790 SILICONE SEALANT RUN COLLAR 3" MIN. OVERLAP INTO CONDUCTIVE HEAD PREFINISHED ALUMINUM CONDUCTOR AND DOWNSPOUT (SFE ELEVATIONS) EIFS OVER 5/8" DENSGLASS GOLD SHEATHING OVER 1-1/2" METAL HAT CHANNELS OVER 8" CAAU 2 M 3 U 4 5 ROOF PLAN SCALE: 1/8" = 1'-0" ( 4.9) 5 D (5.2) NORTH ■ lld�y r POWEELLSTU010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN _ 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352)874-2340 ■ FAX: (877)680-7183 www.powellstudioarch.com AA4 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WI f H THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: ry ui Q Z w ui U U .c UJ .J a z J I.L 3: 00 O (5 L.0 _' 0 <ILL M .j U S O Q� � w cu z W Q W can OC —J z Z� OOQ W �Wz CLQ plo Zls�rLi W (� PROFESSIONAL SEAL: AUG 2 2 201 PROJECT NO: PSA2013-25 REVISIONS: MARK I DATE I DESCRIPTION ISSUE DATE: JUNE 13, 2013 ROOF PLAN A7.1 S A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET • CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680 7183 www. p owe I I s 1 u d i o a r c h. c o m AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC, THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITEC TURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON. FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: OWNER / PROJECT: 0� W z W ui V U .� Lu z � z CD Q � f) m O Lu°J_ 0 ILL �-- ° w JL � a0 c W �Q LLuQ w cn OC -� z z� OOQ W W �– Z oc '17 — Q r �- z W .= _ , CL - UJ CL LLJ0 U) C.0 PROFESSIONAL SEAL: AUG 2 201 PROJECT NO: PSA2013-25 REVISIONS: r MARK DATE DESCRIPTION ISSUE DATE: JUNE 13, 2013 t DOOR SCHEDULE & DETAILS A80 i A B C c 0 A 0 c E M r 0 F F, A.B. ABV A.C.I. ADD'L. A.F.F. AGGR A.I.S.C. A.I.S.I. AL. ALT ARCH ASPH A.S.T.M. A.W.S. B B/ B.B. BIT BLDG. BLW BM. BOT B.P. BRDG BRG BRK B.S. BTWN B.U. C C/C C.B. CANT C.C. C.I.P. C.J. C OR CL CLR C.M. C.M.U. COL COORD CONIC CONN CONT CONTR CONST CSK CS.J CTR CTR'D DBL D.L. DEPT DIA DIAG DIM DIST DN. DTL DWG DWL E EA. E.E. E.F. E.J. ENG EL. EQ. EQ. SP E.S. E.W. EXT F F/ F.D. F.F. FDN FIN F.G. FLR FLG F.S. FT. FTG G GA. GALV G.B. G.C. GLB GR. H H.C. HK. HORIZ H.P. H.S. HT _I I.D. I.F. INT J JST JT K K K.O. KWY 1 1 2 STRUCTURAL ABBREVIATIONS L ANCHOR BOLT L LENGTH ABOVE LDG LANDING AMERICAN CONCRETE INSTITUTE LG. LONG ADDITIONAL L.L. LIVE LOAD ABOVE FINISH FLOOR LLH LONG LEG HORIZONTAL AGGREGATE LLV LONG LEG VERTICAL AMERICAN INSTITUTE OF STEEL CONSTRUCTION LNTL LINTEL AMERICAN IRON AND STEEL INSTITUTE L.S.H. LONG SLOTTED HOLES ALUMINUM LONG LONGITUDINAL ALTERNATE L.P. LOW POINT ARCHITECT(URAL) L.V.L. LAMINATED VENEER LUMBER ASPHALT OPNG OPENING AMERICAN SOCIETY OF TESTING MATERIALS M OPPOSITE AMERICAN WELDING SOCIETY - POSITIVE COORDINATE MAS MASONRY CONCRETE MAX MAXIMUM CONNECTION M.B. MASONRY BEAM BOTTOM OF MBM METAL BUILDING MANUFACTURER BOND BEAM M.C. MOMENT CONNECTION BITUMINOUS MCJ MASONRY CONTROL JOINT BUILDING MECH MECHANICAL BELOW MEZZ MEZZANINE BEAM MFR MANUFACTURE(R) BOTTOM MIN MINIMUM BASE PLATE ML. MICROLAM BRIDGING MOM MOMENT BEARING M.O. MASONRY OPENING BRICK M.S. METAL STUD BOTH SIDFs MTL METAL BETWEEN BUILT UP N WIND LOAD SLAB ON GRADE N.S. NEAR SIDE 140 MPH NTS NOT TO SCALE CENTER TO CENTER II CONCRETE BEAM O C CANTILEVER INTERNAL PRESSURE COEFFICIENT, ENCLOSED CONCRETE COLUMN OA. OVERALL CAST IN PLACE O.B. OVER BUILT CONSTRUCTION/CONTROL JOINT O.C. ON CENTER CENTERLINE O.D. OUTSIDE DIAMETER CLEARANCE) O.F. OUTSIDE FACE CONCRETE MASONRY OPNG OPENING CONCRETE MASONRY UNIT OPP OPPOSITE COLUMN NEGATIVE POSITIVE COORDINATE P 41.6 PSF CONCRETE - -55.4 PSF CONNECTION P.A.F. POWDER ACTUATED FASTENER CONTINUOUS PC. PRECAST CONTRACTOR PERP PERPENDICULAR CONSTRUCTION PE PRE-ENGINEERED SOUNTERSINK PENN PENETRATION CONSTRUCTION JOINT PERIM PERIMETER CENTER P OR PL PLATE CENTERED PLY PLYWOOD NEGATIVE P.L.F. POUNDS PER LINEAL FOOT -45.4 PSF PNL PANEL 18.5 PSF PREMANUF PRE -MANUFACTURED DECK (10 SF) PREFAB PRE -FABRICATED DOUBLE P.S.F. POUNDS PER DQUARE FOOT DEAD LOAD P.S.I. POUNDS PER SQUARE INCH DEPARTMENT P.S.L. PARALLEL STRAND LUMBER DIAMETER PTN PARTITION DIAGONAL P.T. PRESSURE TREATED DIMENSION 14.6 PSF 49.3 PSF DISTANCE R DOWN DETAIL R RADIUS DRAWING REF REFERENCE DOWEL REINF REINFORCED; (ING) REQ REQUIRE REQ'D REQUIRED REV REVIEWED EACH RF ROOF EACH END RTN RETURN EACH FACE RW RETAINING W/ L EXPANSION JOINT ENGINEER S ELEVATION EQUAL SCH SCHEDULE EQUAL SPACE(S) (ING) S.E. SLAB EDGE EACH SIDE SECT SECTION EACH WAY S.F. STEP FOOTING EXTERIOR SHT SHEET SIM SIMILAR S.J. SAWCUT JOINT SJI STEEL JOIST INS i ITUTE FACE OF SL. SLOPE FLOOR DRAIN SP. SPACE(S) FINISH FLOOR SPECS SPECIFICATIONS FOUNDATION SQ. SQUARE FINISH S.S. STAINLESS STEEi FINISH GRADE STD STANDARD FLOOR STL STEEL FLANGE STIR STRENGTH FAR SIDE STRL STRUCTURAL FOOT S.W. SHEAR WALL FOOTING SYMM SYMMETRICAL S.P. SOUTHERN PIP... S.P.F. :SPRUCE PINE I f: -t GAGE OR GAUGE T GALVANIZE GRADE BEAM T.B. BEAM GENERAL CONTRACTOR T&B .I' & BOTTOM GLU-LAM BEAM TDS RN DOWN SLAB GRADE TEMP MPERATURE THD TREADED THK LICK THNS IICKENED SLAB HOLLOW CORE TOP'G )PPING HOOK TYP. PICAL HORIZONTAL T/ �P OF HIGH POINT TRANS � .'ANSVERSE HEADED STUD HEIGHT U UN I )NLESS NOTED Olt - RW ISE INSIDE DIAMTER V INSIDE FACE - INTERIOR VERT RTICAL W JOIST WD W� 0D JOINT W.F. WALL FOOTING W.F. WIDE FLANGE W.O. WINDOW OPENING (MASONFi`0 W.P. WORKING POINT KIP WS. WATERSTOP KNOCK OUT WT WEIGHT KEYWAY WWF WELDED WIRE FABRIC W/ WITH 3 TABLE 1: DESIGN LOADS LIVE LOAD WIND LOAD SLAB ON GRADE 100 PSF BASIC WIND SPEED (3 SEC. GUST) 140 MPH ROOF 20 PSF BUILDING CATEGORY II EXPOSURE C INTERNAL PRESSURE COEFFICIENT, ENCLOSED +/- 0.18 _ COMPONENT & CLADDING PRESSURE SEE TABLES BELOW - WINDOWS AND DOORS SEE TABLES BELOW DEAD LOAD SUPERIMPOSED ROOF 25 PSF INTERIOR WALLS (U.N.O.) 6.3 PSF COMPONENTS AND CLADDING PRESSURES AT EXTERIOR WALLS EFFECTIVE AREA OF OPENING ZONE 4 ZONE 5 POSITIVE NEGATIVE POSITIVE NEGATIVE < 10 SF 41.6 PSF -45.0 PSF 41.6 PSF -55.4 PSF 20 SF 39.7 PSF -43.1 PSF 39.7 PSF -51.6 PSF 50 SF 37.3 PSF -40.8 PSF 37.3 PSF -47.0 PSF > 100 SF 35.4 PSF -38.9 PSF 35.4 PSF -43.1 PSF COMPONENTS AND CLADDING PRESSURES AT ROOF TYPE OF COMPONENT (EFFECTIVE AREA) ZONE 1 ZONE 2 ZONE 3 POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE ROOFING (1 SF) 18.5 PSF -45.4 PSF 18.5 PSF -76.2 PSF 18.5 PSF -76.2 PSF DECK (10 SF) 18.5 PSF -45.4 PSF 18.5 PSF -76.2 PSF 18.5 PSF -76.2 PSF JOIST (100 SF) 14.6 PSF -41.6 PSF 14.6 PSF 49.3 PSF 14.6 PSF -49.3 PSF JOIST ( 150 SF) 14.6 PSF 41.6 PSF 14.6 PSF -49.3 PSF 14.6 PSF 49.3 PSF NOTES: WIND PRESSURES IN THE TABLES ABOVE ARE BASED ON CALCULATIONS FROM ASCE 7-10. FOR ALLOWABLE STRESS DESIGN FOR WINDOWS AND DOORS, USE THE FOLLOWING EQUATION: ALLOWABLE PRESSURE = ULTIMATE PRESSURE IN TABLE ABOVE x 0.6 -vt Im a TYP TYPI _,. a ' "Pt Pt WIND PRESSURE ZONE PLAN w 2 3 z a TYP FLAT ROOFS I, < 60 FT a = 8'-0" 4 CODES AND STANDARDS ALL WORK SHALL CONFORM TO THE FOLLOWING CODES AND STANDARDS. USE THE LATEST EDITION UNLESS NOTED OTHERWISE. 1. FLORIDA BUILDING CODE - 2010. 2. "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" - ASCE 7-10. 3. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318-08. 4. "ACI MANUAL OF CONCRETE PRACTICE" - PARTS 1 THROUGH 5 - LATEST EDITION. 5. "STEEL CONSTRUCTION MANUAL" - THIRTEENTH EDITION. 6. "STRUCTURAL WELDING CODE ANSVAWS D.1.1-08", AMERICAN WELDING SOCIETY. 7. NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS - LATEST EDITION. 8. "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES", ACI 530-08 GENERAL CONDITIONS 1. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, DRAWINGS AND SPECIFICATIONS, THE MOST RIGID REQUIREMENT MUST GOVERN. 2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE CONSTRUCTION SITE. 3. THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONS ARE COORDINATED BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION OR START OF CONSTRUCTION. 4. THE OWNER WILL ENGAGE AN APPROVED TESTING AGENCY TO PROVIDE SERVICES AS INDICATED BELOW. SUBMIT REPORTS TO STRUCTURAL ENGINEER AND ARCHITECT. a. TEST CONCRETE IN ACCORDANCE WITH ASTM C172 AND C31. SEE SPECIFICATION FOR ADDITIONAL REQUIREMENTS. b. TEST MASONRY GROUT IN ACCORDANCE WITH ASTM C1019. C. TEST SOIL COMPACTION PER LATEST GEOTECHNICAL REPORT. (U.N.O.) d. VISUALLY INSPECT FIELD WELDS, BOLTED CONNECTIONS AND OTHER STRUCTURAL STEEL CONNECTIONS. FOUNDATION NOTES 1. ALLOWABLE NET SOIL BEARING PRESSURE IS 2000 PSF. PROJECT GEOTECNICAL ENGINEER MUST CONFIRM THE ALLOWABLE SOIL BEARING PRESSURE. 2. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. A CERTIFIED TESTING AGENCY SHALL PERFORM SOIL DENSITY TESTS TO ENSURE CONFORMANCE WITH THE GEOTECHNICAL REPORT. SUBMIT ALL TEST RESULTS TO THE PROJECT ARCHITECT AND ENGINEER. 3. CONTRACTOR IN CONJUNCTION WITH PROJECT GEOTECHNICAL ENGINEER SHALL VERIFY EXISTING FIELD CONDITIONS DURING EXCAVATION THAT MAY AFFECT THE ALLOWABLE BEARING PRESSURE AND OR THE INSTALLATION OF THE FOUNDATION SYSTEM PRIOR TO STARTING WORK. 4. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED OTHERWISE. 5. CONCRETE FOR THE FOUNDATIONS SHALL BE PLACED WITHIN 24 HOURS OF THE SUB GRADE APPROVAL BY THE PROJECT GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. MASONRY NOTES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm =1500 PSI). 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8". A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AND A SLUMP BETWEEN 8" TO 11." JOB SITE MIXING OF GROUT SHALL NOT BE PERMITTED. DO NOT USE MIX DESIGNS OTHER THAN THE GROUT MIX APPROVED FOR THE MASONRY CONSTRUCTION. 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 10'-0" OR 192 x BAR DIAMETER WHICHEVER IS LESS. REINFORCEMENT SHALL BE PLACED AT THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. SEE TYPICAL GROUTING DETAILS FOR ADDITIONAL INFORMATION. 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM 50 BAR DIAMETERS. EXTEND ALL VERTICAL REINFORCEMENT TO WITHIN 2" OF TOP OF WALL OR COLUMN UNLESS NOTED OTHERWISE. 7. HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD LADDER TYPE DUR-O-WAL (ASTM A-82 #9 GAGE WIRE)AT 16" O.C., UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 8. SPLICED WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT WITHIN THE 6". LAP WITH STANDARD'T' AND'L' SHAPED PIECES AT INTERSECTIONS AND CORNERS. 9. PROVIDE A MINIMUM OF 3 COURSES HIGH BY 2 COURSES WIDE GROUTED SOLID MASONRY AT BEAM BEARING POINTS. 10. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VER OCAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 11. PROVIDE PRECAST CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED OTHERWISE ON DRAWINGS. LINTELS SHALL BE OF SUFFICIENT SIZE AND REINFORCEMENT FOR THE GIVEN SPANS AND LOADING CONDITIONS. SUBMIT SHOP DRAWINGS WITH RATED LOAD CAPACITIES TO THE ARCHITECT AND McELROY ENGINEERING FOR REVIEW. 12. PROVIDE A FULLY GROUTED KNOCK OUT BLOCK OR U -BLOCK REINFORCED WITH (1) #5 CONTINUOUS AT THE SILL OF ALL WINDOW OPENINGS. EXTEND 8" BEYOND EACH SIDE OF THE OPENING TYPICALLY. 13. MORTAR PLACEMENT: A. USE BED JOINT BETWEEN 1/4" AND 3/4" THICK AT FOUNDATIONS. B. USE 3/8" THICK JOINTS BETWEEN UNITS. C. TOOL ALL JOINTS WITH A ROUND JOINTER WHEN THE MORTAR IS THUMBPRINT HARD, UNLESS OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS. D. PLACE MORTAR ON CLEAN UNITS WHILE THE MORTAR IS SOFT AND PLASTIC. E. DO NOT DISTURB THE UNIT AFTER IT IS INITIALLY POSITIONED. F. PLACE MORTAR SO THAT ALL JOINTS OF SOLID UNITS ARE FULLY FILLED WITH MORTAR. G. FILL THE BED AND HEAD JOINTS OF HOLLOW UNITS WITH MORTAR, SPREAD ACROSS THE WIDTH OF THE FACE SHELL. H. MORTAR CROSS WEBS IN HOLLOW UNITS FOR THE FOLLOWING SITUATIONS: 1) ADJACENT TO CELLS TO BE GROUTED FOR PARTIALLY GROUTED CONSTRUCTION. 2) STARTING COURSE ON FOUNDATIONS AND OTHER SUPPORTS. 3) ALL PIERS, COLUMNS AND PILASTERS THAT ARE TO BE FULLY FILLED WITH GROUT. I. REMOVE PROTRUSIONS OF MORTAR INTO COLLAR JOINTS CAVITIES AND CELLS OF HOLLOW UNITS IF THEY PROJECT MORE THAN 1/2". J. DO NOT SLUSH MORTAR INTO HEAD JOINTS. K. FILL HOLES IN THE MORTAR. 14. PROVIDE ADEQUATE BRACING AND SUPPORT OF MASONRY UNTIL PERMANENT CONSTRUCTION IS IN PLACE. 5 1 6 CAST -IN-PLACE CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." ACI 301, LATEST EDITION. 2. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: PLACEMENT MINIMUM STRENGTH MAX W/C RATIO FOOTINGS 3000 PSI (U.N.O.) 0.58 (U.N.O.) SLAB ON GRADE 3500 PSI 0.54 CONCRETE COLUMNS / BEAMS 5000 PSI (U.N.O.) 0.50 (U.N.O.) REMAINING CONCRETE 4000 PSI 0.52 3. ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT. CONCRETE PLACED WITH A PUMP SHALL HAVE A SLUMP OF 5" PLUS OR MINUS 1". BUILDER MAY ELECT TO PROVIDE AN ALTERNATE MIX DESIGN WITH HIGH RANGE WATER REDUCER WITH A HIGHER SLUMP. SUBMIT ALTERNATE MIX DESIGN FOR REVIEW. 4. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3., METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3 OF THE LATEST EDITION OF ACI 318. 5. PLACING CONCRETE: A. PLACE CONCRETE IN COMPLIANCE WITH ACI 304 AND AS HEREIN SPECIFIED. B. BEFORE PLACING ANY CONCRETE IN FORMWORK, THOROUGHLY CLEAN AND WASH-OUT FORMS WITH WATER. C. IF EARTH AT BOTTOM OF FORMS HAS DRIED -OUT, RE -WET SO THAT SOIL IS MOIST, BUT FREE FROM STANDING WATER AND MUD. D. THOROUGHLY WET WOOD FORMS IMMEDIATELY BEFORE PLACING CONCRETE WHERE FORM COATINGS ARE NOT USED. E. CONVEY CONCRETE FROM MIXER TO FINAL POSITION BY METHODS WHICH WILL PREVENT SEPARATION OR LOSS OF MATERIALS. F. MAXIMUM HEIGHT OF CONCRETE FREE FALL IS 4 FT. (U.N.O.) G. REGULATE RATE OF PLACEMENT SO CONCRETE SURFACE IS KEPT LEVEL THROUGHOUT, A MINIMUM BEING PERMITTED TO FLOW FROM ONE AREA TO ANOTHER. USE TREMIE HEADS SPACED AT APPROXIMATELY 10 FT. INTERVALS FOR PLACING CONCRETE IN WALLS. CONTROL RATE OF POUR CONSISTENT WITH FORM DESIGN. H. DEPOSIT CONCRETE IN CONTINUOUS OPERATION UNTIL SECTION BEING PLACED HAS BEEN COMPLETED. 6. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A - 615 GLADE 60. 7. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. 8. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. COORDINATE BEARING CONDITIONS REQUIRED BY PRECAST CONCRETE WALL PANEL BEFORE PLACING CONCRETE. 9. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC. AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. 10. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT SLAB EDGES. 11. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. 12. CONTRACTOR SHALL PROVIDE 3/4" INCH CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS. 13. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. IW INTERIOR BEAMS AND COLUMNS U.N.O. 2" EXTERIOR BEAM, WALLS AND COLUMNS 3/4" INTERIOR FLAT SLABS 1%" EXTERIOR FLAT SLABS 14. HORIZONTAL WALL AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS AND 21- 0" LAP SHALL BE PROVIDED. 15. HORIZONTAL KEYWAYS IN CONSTRUCTION JOINTS SHALL BE PROVIDED IN WALL FOOTINGS WITH A DEPTH OF 1 '/z INCHES AND A HEIGHT EQUAL TO ONE-THIRD OF THE MEMBER'S DEPTH. REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS OTHERWISE NOTED ON THE DRAWINGS. CONSTRUCTION JOINTS MAY BE USED ONLY AT LOCATIONS SHOWN ON THE DRAWINGS OR AT OTHER LOCATIONS APPROVED BY THE ARCHITECT AND McELROY ENGINEERING. 16. CONTRACTOR SHALL KEEP A COPY OF "FIELD REFERENCE MANUAL" (ACI PUBLICATION SP -15, LATEST EDITION) AT THE PROJECT FIELD OFFICE. 17. REINFORCEMENT SPLICES SHALL NOT BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE PROJECT STRUCTURAL ENGINEER. WHERE INDICATED THE MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE CLASS B PER ACI 318, SECTION 12.14 AND 12.15 EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. SEE TABLES PROVIDED. 18. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ENGINEER. 19. FORMWORK A. DESIGN, ERECT, SHORE, BRACE, AND MAINTAIN FORMWORK, ACCORDING TO ACI 301, TO SUPPORT VERTICAL, LATERAL, STATIC, AND DYNAMIC LOADS, AND CONSTRUCTION LOADS THAT MIGHT BE APPLIED, UNTIL CONCRETE STRUCTURE CAN SUPPORT SUCH LOADS. B. CONSTRUCT FORMWORK SO CONCRETE MEMBERS AND STRUCTURES ARE OF SIZE, SHAPE, ALIGNMENT, ELEVATION, AND POSITION INDICATED, WITHIN TOLERANCE LIMITS OF ACI 117. C. CONSTRUCT FORMS TIGHT ENOUGH TO PREVENT LOSS OF CONCRETE MORTAR. D. PROVIDE TEMPORARY OPENINGS FOR CLEANOUTS AND INSPECTION PORTS WHERE INTERIOR AREA OF FORMWORK IS INACCESSIBLE. CLOSE OPENINGS WITH PANELS TIGHTLY FITTED TO FORMS AND SECURELY BRACED TO PREVENT LOSS OF CONCRETE MORTAR. LOCATE TEMPORARY OPENINGS IN FORMS AT INCONSPICUOUS LOCATIONS. E. RETIGHTEN FORMS AND BRACING BEFORE PLACING CONCRETE, AS REQUIRED, TO PREVENT MORTAR LEAKS AND MAINTAIN PROPER ALIGNMENT. F. COAT CONTACT SURFACES OF FORMS WITH FORM -RELEASE AGENT, ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS, BEFORE PLACING REINFORCEMENT. G. PREPARE SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS WHEN NECESSARY TO PROVIDE SAFETY FOR WORKERS. 6 ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powelistudloarch.com AA# 26002236 C COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO UUNSULIP McEtroy ngin rin STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL 32804 PHONE 407.245.8775 FAX 407.245.8744 WEBSITE mcelroyeng com ME PROJECT NO: 1013-30 OWNER / PROJECT: PROFESSIONAL SEAL: 0 m 0 w 0 a ```%1111111//1/// E• /�i ,►`,��, •• •••• • •• ''I'I V: :0 . No. 44741 --QQ %. STATE OF rr RI ge 1z, `` 41111 111%%%% //O11111%%%` Craia E. McElrov. P.E. LICENSE FL No. 44741 PROJECT NO: PSA2013-25 REVISIONS: ■ MARK I DATE I DESCRIPTION ■ ISSUE DATE' 07.31.13 S001 GENERAL NOTES STRUCTURAL STEEL NOTES 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". LATEST EDITION. 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS NOTED OTHERWISE: WIDE FLANGE ASTM A992, Fy=50,000 PSI ANGLES, PLATES ASTM A36 OR A307 ANCHOR BOLTS ASTM F1554 PIPE ASTM A53, GRADE B STEEL TUBES ASTM A500, GRADE B. Fy=46,000 PSI HIGH STRENGTH BOLTS ASTM A325 A HARDENED WASHERS ASTM F436 4. STEEL SHAPES, PLATES, ETC., WHICH ARE EXPOSED TO WEATHER SHALL BE GALVANIZED. 5. AN APPROVED LICENSED TESTING COMPANY SHALL VISUALLY INSPECT ALL WELDS. SEE SPECIFICATIONS FOR ADDITIONAL TESTING REQUIREMENTS. 6. TOUCH UP FIELD WELDS AND ANY DAMAGED AREAS OF PAINT IN FIELD AFTER WELDING (USE GALVANIZED PAINT FOR TOUCH UP OF GALVANIZED STEEL). 7. ALL WELDED CONNECTIONS SHALL BE DONE WITH E70XX ELECTRODES. SHOP AND FIELD WELDS SHALL BE MADE BY APPROVED CERTIFIED WELDERS AND SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE FOR BUILDINGS AWS D1.1. WELDS SHALL DEVELOP THE FULL STRENGTH OF MATERIALS BEING WELDED UNLESS OTHERWISE NOTED. ALL WELDS SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE (ANSI/AWS D1.1). THESE WELDS SHALL BE MADE ONLY BY OPERATORS QUALIFIED BY PRESCRIBED TESTS IN THE STRUCTURAL WELDING CODE IN BUILDING CONSTRUCTION OF THE AMERICAN WELDING SOCIETY. ACCEPTANCE TO BE SUBJECT TO THE INSPECTION AND REVIEW OF AN INDEPENDENT INSPECTION AGENCY. 8. FIELD STRUCTURAL STEEL TO BE INSPECTED BY QUALIFIED INSPECTORS APPROVED BY THE STRUCTURAL ENGINEER. FIELD INSPECTION REPORTS TO BE FILED WITH THE STRUCTURAL ENGINEER WITHIN 5 DAYS OF THE TIME OF ACTUAL INSPECTION. INSPECTORS MUST BE NOTIFIED OF ALL PHASES OF CONSTRUCTION BY THE GENERAL CONTRACTOR. 9. ALL INTERIOR STRUCTURAL STEEL SHALL BE PAINTED WITH A RUST INHIBITIVE PRIMER EXCEPT AT FIRE PROOFING. DO NOT USE PRIMER AT INTERIOR SPRAY -ON FIRE PROOFING. COORDINATE PRIMER WITH ARCHITECT AND OWNER'S PAINT REQUIREMENTS. ALL EXTERIOR EXPOSED STEEL SHALL BE HOT -DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR LOCATION OF EXPOSED STEEL. OPEN WEB STEEL JOISTS 1. STEEL JOIST MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE. 2. STEEL JOISTS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE AISC STANDARD SPECIFICATIONS OPEN WEB STEEL JOISTS K AND KCS SERIES. B 3. BOTTOM CHORD OF THE K AND KCS SERIES JOIST SHALL BE FABRICATED OF TEES OR ANGLES, IN LIEU OF RODS. 4. COORDINATE THE EXACT LOCATION OF ALL MECHANICAL AND ARCHITECTURAL OPENINGS WITH THE MECHANICAL AND ARCHITECTURAL DRAWINGS AS WELL AS WITH OTHER SUBCONTRACTORS PRIOR TO FABRICATION OF JOISTS AND HEADERS. 5. ALL HANGERS SUPPORTING MECHANICAL EQUIPMENT, PIPES, AND OTHER CONCENTRATED LOADS TO BE SUPPORTED BY THE BOTTOM CHORD OF JOISTS SHALL BE LOCATED AT THE JOIST PANEL POINTS OR PROVIDE JOIST STIFFENERS. JOIST ENGINEER MUST DESIGN ALL JOISTS FOR A MINIMUM 150 LBS CONCENTRATED LOAD AT ANY POINT ALONG THE JOISTS TOP CHORD OR BOTTOM CHORD (U.N.O.). 6. JOIST BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE DESIGN AND SPACING REQUIREMENTS OF THE SJI STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS. USE HORIZONTAL BRIDGING FOR SHORT SPAN ROOF JOISTS UNLESS NOTED OTHERWISE. USE RIGID X BRIDGING FOR ALL OTHER JOISTS. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS. 7. WELDING OF JOISTS BEARING ON STEEL SHALL BE AS SPECIFIED BY THE SJI AND WELDING SHALL BE IN ACCORDANCE WITH THE AWS -D.1 UNLESS NOTED OTHERWISE. 8. JOISTS AND ACCESSORIES SHALL HAVE ONE SHOP COAT OF PAINT ME STING THE MINIMUM PERFORMANCE REQUIREMENTS OF THE LATEST SJI SPECIFICATIONS, NLESS OTHERWISE NOTED. ASPHALT PAINT IS NOT ACCEPTABLE. 9. JOIST MANUFACTURER SHALL DESIGN ROOF JOISTS FOR THE NET UPLWT INDICATED IN TABLE 1 DESIGN LOADS AND THE WIND PRESSURE ZONE PLAN. PROVIDE ADDITIONAL BRIDGING AS REI, iUIRED. SHOW ALL BRIDGING AND DETAILS ON THE JOIST SHOP DRAWINGS. 10. STEEL JOIST MANUFACTURER SHALL PROVIDE A WRITTEN STATEMENT VERIFYING THAT ALL S f EL JOISTS AND JOIST GIRDERS ARE DESIGNED IN ACCORDANCE WITH ALL THE DESIGN REQUIREMENTS OF THE PROJECT. THIS STATEMENT SHALL BE SEALED BY A REGISTERED ENGINEER IN THE STATE: OF FLORIDA. 11. WHERE COLUMNS ARE NOT FRAMED IN AT LEAST TWO DIRECTIONS WITH STRUCTURAL STEEL MEMBERS, THE BAR JOIST NEAREST THE COLUMN SHALL BE FIELD BOLTED TO THE COLUMN c �R BEAM SUPPORTING IT TO PROVIDE LATERAL STABILITY. 12. HEADERS OF ADEQUATE STRENGTH SHALL BE PROVIDED BY JOIST MFG. AT ALL OPENINGS IF REQUIRED. c NON -LOAD BEARING METAL STUD NOTES 1. CONNECT STEEL STUDS AND TRACKS TO A36 STEEL OR CONCRETE W, I -H A MINIMUM OF (1) 0.157 DIA. POWDER DRIVEN PINS AT EACH STUD. CONNECT STEEL STUDS AND TRACKS TO EACH OTHER WITH (2) #10 -18 SCREWS AT EACH STUD. TYPICAL UNLLL�S NOTED OTHERWISE. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND EXTENTS OF STEEL STUD WORK. 2. STEEL STUDS SHALL MEET THE FOLLOWING DESIGN CRITERIA: GALV G-60 ASTM A 1003 MINIMUM YIELD STRESS TO BE 50,000 PSI FOR 14 AND 16 GA. AND 33,000 PSI FOR 18 AND 20 GA. TRACKS AND ALL OTHER COMPONENTS TO BE 33,000 PSI. ALL STUD DESIGNATIONS ARE PER STEEL STUD MANUFACTURERS ASSOCIATION (W W W.SSMA.COM). 3. BRACING DURING CONSTRUCTION: 3 PROVIDE COLD ROLLED CHANNELS OR HORIZONTAL STRAP BRAC' ING FOR WALLS U IMMEDIATELY AFTER STUDS ARE ERECTED. c 0 4. LATERAL BRACING (HORIZONTAL BRIDGING) FOR WALLS: ENSURE BOTH STUD FLANGES ARE ATTACHED TO TOP AND BOTTOM RUNNER FLANGES. 0 HORIZONTAL BRIDGING MUST BE INSTALLED AT SPACING NOT TO EXCEED 60" O.C. -E MEASURED VERTICALLY FOR NON - LOAD BEARING WALLS CARRYING WIND LOAD ONLY. N 5. COLD ROLLED CHANNELS MAY BE USED TO BRACE STUDS LATERALLY PROVIDE 1 %z `cri CHANNELS AT 3 5/8" AND 4" STUDS, 2'/ CHANNELS AT 6" STUDS AND FULL DEPTH BLOCKING AT 8" STUDS AND LARGER. CHANNELS ARE INSERTED THROUGH STUD WEB HOLES AND F SECURED WITH A MINIMUM OF (2) #10 SCREWS EACH CONNECTION -ATTACHED 2" X 2" X ILL! 16GA CLIP ANGLES CUT TO LENGTH 1/4" LESS THAN STUD WIDTH. IY 6. POSITION STUDS VERTICALLY IN RUNNERS AND SPACE NO GREATER THAN 16". SECURELY ANCHOR EACH STUD TO RUNNER WITH (2) #10 LOW -PROFILE SCREWS, WITH (1) SCREW IN EACH FLANGE. TRACKS SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS. AT TRACK BUTT JOINTS, ABUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT OR THEY SHALL BE c BUTT -WELDED OR SPLICED TOGETHER. JACK STUDS OR CRIPPLES SHALL BE INSTALLED BELOW WINDOW SILLS, ABOVE WINDOW AND DOOR HEADS, AND ELSEWHERE TO FURNISH SUPPORT AND SHALL BE SECURELY ATTACHED TO SUPPORTING MEMBERS. 0 � I o 7. EXTERIOR SHEATHING: SCREW ATTACH GYPSUM SHEATHING TO EXTERIOR OF EACH STUD WITH 1" TYPE(S) S-12 COATED SCREWS AT A MINIMUM DISTANCE OF 3/8" FROM ENDS AND EDGES AND AT A o MINIMUM SPACING OF 8" O.C. SCREW SPACING SHALL BE CONFIRMED BY SPECIALTY v METAL STUD ENGINEER. 8. CONTRACTOR TO PROVIDE SIGNED AND SEALED CALCULATIONS N AND SHOP DRAWINGS BY A FLORIDA REGISTERED ENGINEER WHO wSPECIALIZES IN LIGHT GAGE FRAMING TO THE ARCHITECT AND MCELROY ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. tY 0- w 2 SHOP DRAWINGS 1. FOLLOW THE ARCHITECT'S INSTRUCTIONS FOR DISTRIBUTION OF SHOP DRAWINGS. 2. COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED IN WHOLE FOR EACH OF THE FOLLOWING CATEGORIES: a. REINFORCING STEEL AND OTHER CONCRETE REINFORCEMENT b. CONCRETE MIX DESIGN C. MASONRY AND PRECAST LINTELS d. STRUCTURAL STEEL, MISC STEEL e. METAL ROOF DECK f. FORMWORK 9, STEEL JOISTS h. LIGHT GAGE METAL FRAMING J. PREMANUFACTURED,CANOPY k. MISCELLANEOUS 3. DETAILER SHALL BE RESPONSIBLE FOR CHECKING ALL ARCHITECTURAL AND MECHANICAL DRAWINGS FOR OPENINGS AND EMBEDS, AFFECTING STRUCTURAL MEMBERS. 4. SHOP DRAWINGS SHALL BEAR THE INITIALS OF THE DETAILER'S CHECKER AND BE APPROVED BY THE CONTRACTOR BEFORE SUBMITTAL TO ENGINEER. 5. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON. 6. IF REPRODUCTIONS OF THESE CONTRACT DRAWINGS ARE USED IN LIEU OF PREPARATION OF SHOP DRAWINGS, THE ARCHITECT'S, ENGINEER'S OR OTHER DESIGN CONSULTANT'S TITLE BLOCK SHALL BE REMOVED AND REPLACED WITH A TITLE BLOCK LISTING THE FOLLOWING ITEMS: a. NAME, ADDRESS, AND TELEPHONE NUMBER OF CONTRACTOR, SUBCONTRACTOR, ETC. SUBMITTING SHOP DRAWINGS. b. SHEET NUMBER. C. DATE DRAWING PREPARED, THE INITIALS OF PERSON WHO PREPARED DRAWINGS, AND INITIALS OF PERSON CHECKING DRAWINGS. 7. ANY REPRODUCTION OF THESE CONTRACT DRAWINGS NOT COMPLYING WITH THE ABOVE WILL BE REJECTED AND NOT REVIEWED. CALCULATION REQUIREMENTS 1. CALCULATIONS AS REQUIRED BY DRAWINGS AND/OR SPECIFICATIONS SHALL BE SUBMITTED WITH THE REQUIRED SHOP DRAWINGS. SEE SPECIFICATIONS FO ADDITIONAL REQUIREMENTS. 2. ALL CALCULATIONS SUBMITTED SHALL BE PRESENTED IN A LEGIBLE MANNER AND FOLLOW AN ORDERLY, LOGICAL SEQUENCE. 3. ALL REFERENCES AND SOURCES OF INFORMATION SHALL BE LISTED WITHIN THE CALCULATIONS. COPIES OF PERTINENT SECTIONS SHALL BE INCLUDED. 4. BASIC LOADS AND DERIVATION OF FORCES, MOMENTS, SHEARS, REACTIONS, DEFLECTIONS, CAMBERS, ETC., SHALL BE INCLUDED. INCLUDE ALL UNBALANCED LOADING FORCES AS REQUIRED. LOAD REQUIREMENTS WITH APPROPRIATE FACTORS SHALL BE AS PER FBC (LATEST EDITION). 5. DESIGN ASSUMPTIONS SHALL BE CLEARLY STATED. 6. ALL COMPUTER GENERATED CALCULATIONS SHALL BE ACCOMPANIED WITH EXPLANATIONS OF OUTPUT/INPUT DATA (i.e. VARIABLE IDENTIFICATION, LOAD DERIVATION, ETC.). A BRIEF EXPLANATION OF GENERAL THEORY, METHOD AND ASSUMPTIONS USED SHALL BE INCLUDED. 7. ALL CALCULATIONS ARE TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 4 5 0 A R C H I T EC T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352)874-2340 ■ FAX: 18771 68x7183 www.powelistudioarch.com AA# 26002236 ® COPYRIGHT 2013 POW ELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POW ELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO CONSULTA Hc'Etroy ni n STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL 32804 PHONE: 407.245.8775 FAX 407.245.8744 WEBSITE: mcalroyang com ME PROJECT NO: 1013-30 OWNER / PROJECT: ry W U W wdid C z � a O Q cccWF- 0 u W , ZO O v Q �- W4) 75; Z Q O Qa W �= � o ?Q _ W o LLJ U) a� M PROFESSIONAL SEAL: 601 111 �� J:'L: No. 4""4 41 r STATE OF 4 Rl 10 40 fill llfit ll Craia E. McElrov. P.E. LICENSE FL No. 44j PROJECT NO: PSA2013-25 REVISIONS: MARK I DA ISSUE DATE: 07.31.13 S002 GENERAL NOTES 0 Ice 0 a y A 11 C 0 F- 0 S E 0 M m 0 F w a� qcq� U c 0 H a� 0 c E ct 0 CO cn I O T CN U U w O ce a wl z 1 1 2 3 1 4 (.8 1 1.1 1.7 (2) 4.3 (4.9 5 (5.2, 'T' 2' - 4 1/2"-- — — \ �_�____T 119 - 4 ___.__ _.-._.. 21 '41/2 N. � 26'- N 1 99' -1" 1 0 22' - 7 1/2' 11'- 0 1/2" 1 25' -11 5/8" 26'- 0 3/8" 11'- 0 1/2" 22'- 7 1/2" 4'-0 18'-0" 4'-0" 10'-0" J41 0" 18'-0" 9'-1" 18'-0" 4'-0" 10'-0" 4'-0" 18'-0" '-0ol " i 4N�11 1 1 i 1 1 ,1 X11 i SEE NOTE 8 6 I SEE NOTE 8 _ 1 1 eS ,2 L _.\ 7.0 0 _ C2 S61 7 0 3 S602 3 =7.0 C2 1oC2A 02 -� ,1 S602 �- S602 1 sso2 �- -� 1 5_� 5.5 55 _ r - - — -- — - - ,TS1 � TSS � TS1 _ TS1 � 1 — L J J O �*— 4 L- -� _ . 1 7.0 C3 .. C1 C1 S602 C1 C3 - SEE NOTE 8 SEE NOTE 8 „ .I = - - - - - - S.J. C C' D E FOUNDATION PLAN s1o1 1/8"-= 1'-0" L-� 119'- 4" 3 5 FOUNDATION PLAN NOTES: 1. SEE GENERAL NOTES ON DRAWING S001 & S002. GENERAL NOTES INCLUDE CODES AND STANDARDS, DESIGN LOADS AND OTHER REQUIREMENTS, 2. PREPARE THE SLAB SUB -BASE AND COMPACT THE SOIL PER THE PROJECT GEOTECHNICAL REPORT AND THE CIVIL DRAWINGS WHICHEVER REQUIREMENT IS MORE RIGID. 3. SLAB ON GRADE IS 4" MINIMUM THICK CONCRETE SLAB U.N.O. REINFORCE ALL SLABS WITH 1-1/2 LBS OF FIBERMESH PER CUBIC YARD OF CONCRETE. PROVIDE A 15 MIL POLYETHEYLENE VAPOR BARRIER AT ALL ENCLOSED AREAS. LEGEND I gli!:bw -N T.O. SLAB INDICATES TOP OF CONCRETE ELEVATION (CCo INDICATES CONCRETE COLUMN TYPE. SEE ARCHITECTURE I INTERIOR DESIGN CONCRETE COLUMN SCHEDULE 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: 1352)874-2340 ■ FAX: (877)680-7183 www.powellstudloorch.com INDICATES STEEL COLUMN TYPE. SEE STEEL C# COLUMN SCHEDULE F# INDICATES FOOTING TYPE. SEE FOOTING AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE SCHEDULE FOR SIZE AND REINFORCEMENT. TS# INDICATES MONOLITHIC SLAB EDGE. SEE FOOTING SCHEDULE FOR SIZE AND AND IN CONJUNCTION WITH THE SPECIFIED PRQJECT. THIS DRAWING MAY NOT 8E USE OR DISCLOSED TO D ANY PERSON REINFORCEMENT. S.J. INDICATES SAWCUT JOINT PER DETAIL "5/S601". C.S.J. INDICATES CONSTRUCTION JOINT PER TYPICAL DETAIL "6/S601" OR AS REQUIRED OTHERWISE. I. J. INDICATES ISOLATION JOINT WITH 1/2" THICK 1835 EDGEWATER DRIVE ORLANDO, FL 32804 PHONE 407.245.8775 FAX 407.245.8744 ASPHALT. -IMPREGNATED BOARD PER DETAIL WEBSITE moelr%w&oom ME PROJECT NO: 1013-30 "4/S601'. 5 0 5. TOP OF FOOTING ELEVATION IS -2'-0" U.N.O. (THIS IS A REFERENCE ELEVATION ONLY). 6. SEE THE ARCHITECTURAL DRAWINGS FOR SLAB EDGE AND OTHER DIMENSIONS NOT GIVEN, CONTRACTOR MUST COORDINATE AND VERIFY ALL DIMENSIONS WITH PROJECT ARCHITECT PRIOR TO FABRICATION. 7. PROVIDE (2) #4 x 4'-6" LG BARS AT TOP OF SLAB AT ALL RE-ENTRANT CORNERS. 8. PROVIDE SOLID CONCRETE PEDESTAL. REINFORCE WITH #4 AT 12" O.C. EACH WAY TOP. PROVIDE #4 MID ALL AROUND PEDESTAL. PROVIDE #5 DOWELS AT 16" O.C. AROUND PERIMETER OF CONCRETE PEDESTALS. INDICATES 8' REINFORCED MASONRY WALL. REINFORCE WITH VERT #6 AT 32" O.C.O N U... ( ) Li L1 111 INDICATES 8' REINFORCED L. REINFORCE WITH VERT #5 AT 48-O.C. (U.N.O.) NRY . ' INDICATES ADDITIONAL VERTICAL REINFORCEMENT AT CENTER OF WALL GROUTED SOLID UNLESS NOTED OTHERWISE. BAR SIZE MUST MATCH WALL REINF. NOTED. TYPICAL ALL MASONRY: DOWEL ALL REINFORCING INTO FOOTINGS. EXTEND VERTICAL REINFORCEMENT FULL HEIGHT OF WALL GROUT CELLS SOLID AT REINFORCING. SEE ARCHITECTURAL DRAWINGS FOR OPENINGS IN CMU WALL. SEE TYPICAL SECTION "1/S601" AND "2/S601" FOR HIGH AND LOW LIFT GROUTING DETAILS. GROUT SOLID ALL WALL BELLOW GRADE. I gli!:bw A R C H 1 T E C T U R 9 ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: 1352)874-2340 ■ FAX: (877)680-7183 www.powellstudloorch.com AA# 26002236 C COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, L.L.C. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PRQJECT. THIS DRAWING MAY NOT 8E USE OR DISCLOSED TO D ANY PERSON FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEV ER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO CONSULTANT: STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL 32804 PHONE 407.245.8775 FAX 407.245.8744 WEBSITE moelr%w&oom ME PROJECT NO: 1013-30 OWNER / PROJECT: w Z Q W V W VW o <( Z m j u- o O w 0 U) z M � z w Jo Q W z 0 v. Q W 1- Q Z �o — _ t� a Lu 75; O z Q W�I_C�� PROFESSIONAL SEAL: `11��II<Il► ii E. ,I no 000 �� V ' • O .•'' E • 0.4+4 41 . STATE OF .N Orc. '•.'c�R I P •' lV 10 Crai E. McElro P.E. LICENSEFL No. 44741 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: 07.31.13 siol FOUNDATION PLAN A c 0 H a� 0 c E 8 F5 cn 0 F Lu t a� qc U c k— a) O c E 0 M c� I O cn M r O U 2 U W 0 IY a w z 6 3 4 (1.7) 2) 3 4 4.3 4.9(5 )5.2 2'- 4 1/2* �1� -_._ .� _ 119' - 4" - 2' - 4 1 /2" I 22'- 7 1/2"_ _---._.._ 11' - 01/2" � 25'- 11 5/8" — 26' - 03/8" ll'- 01/2" I 22' - 71/2" I I I I I II I II 4" 4" // 2 I 3 2 -- - S61 11 HSS8X6X1/4 S401 S401 HSSSX6X1/4 S611 - - A "{� - 1 - - - - -- - -- 1 TYP - - - I - S401 W16x36 (119'-5-5/8") W16x36 (119'-5-5/8") W16x36 (119'-5-5/8") W16x36 (119'-5-5(8") W16x36 (119'-5-5/8") W16x36 (119'-5-5/8") _ ' I HSS8x6x3/8 (113-0-1/2" HSS8x6xl/4 (113-0-112' HSS8x6x3/8 (113-0-1/2") HSS8x6x3/8 (113-0-1/2') HSS8x6xl/4 (113-0-112') HSS8x6x3/8 (113-0-1/2" HSS8x6x3/8 109 11) - HSS8x6xl/4 (109 11) HSS8x6x3/8 (109-11) _-_ I_ ___ _ __HSS8x6x3/8 (109'-11) HSS8X6x1/4 (109-11 ). _._ -__ _ HSS8x6x3/8 (109-11) I I� - ---- -- SEE PLAN NOTE 11 I SEE PLAN NOTE 11 N N N N N I I I I N HSS6x6xl/4 BEAM AT 28'-0" AFF I i- � i cn cn cn CO) - HSS6x6xl/4 BEAM AT 28-0 AFF cs Y Y Y N SEE PLAN NOTE 10 SEE PLAN NOTE 10 12 co � H N 2 W � O N N N N N W - I - _ -12- v S402 v _ _ OH 4 - S402 N M M S611 - I 612 SEE PLAN Z x x N x x / SEE PLAN N 4 18N 8• gN S U 18 NOTE 9 If NOTE 9 N N v c°n° ai U U Y S612 RTU Y I YZI >? co co �j Z = N N N I -- - --- I cV -- I N - --_- -- -- - -- ----- 7 _ < 1000 LEO EO 'r' SEE PLAN '1 N N cn cc cc co co co ca m co cc - SEE PLAN M Y Y Y Y Y Y Y Y Y Y HSS8X6X5/16 NOTE 10 I 1 N N N N N N N N N N NI N , NOTE 10 HSS8X6X5/16 TF -- - -- 1 N I I N I HSS - ...- I 1 - - -- - ( -- -- --- - - - —— OH WIN IN s 14 8 I I Nco N N N W -- 5402 O N S402 I __ _S610 __ Y Y Y RTU N N N N m ZI 00 co -x x 5 JJJ 5 1000 LBS N N N N N Z I N x . S610 --- 1 N --- -- - - _ - - - -- -- - - - - 51-60 1_6N - - --- __ - .. ° v� co cn ccox W21X48 (18'-8-3/4") - W21X48 (18'-8-3/4') I W2 X48 (18'-8-3/4") W21X48 18'-8-3/4') _ _- - p1 --- ---- —— II S610 m w W 7t in z >> Z > N N I 0 LL W o -_ J UN_1 1_ U LRTc S `cYC cYp co U0 Y Qs�d Ww co < 1000 LBS LB RTU1 N N N C4 04 N N U)N N o 2 O UY X 61 2 Toza0 N N co co w RTU < 1000 LBS w S611TYP DA FAMING PLAN Tw-F)-1/811= 1'-011 33' 8" N- N N �N N N N Ni N N / 7 I N N I __ __.. TYP 6 m co I S610 I l I �, co �- F --_— 5 RTU �J - - ACCESS S610 < 1000 LBS J HATCH ( I W c� 10 II I II I I I 8x24 MASONRY TIE BEAM (ELEV 118'-0") - JOIST BEARING (LO) 4"-1 ELEV =118'-0" 25'- 115/80 26' - 0 3/8" 33'- 8" 119'-4" 3 N 6TP 5 ROOF FRAMING PLAN NOTES: 1. SEE GENERAL NOTES ON SHEETS S001 8r S002. 2. TOP OF STEEL ELEVATIONS VARY. SEE STRUCTURAL AND ARCHITECTURAL PLANS AND SECTIONS FOR REQUIRED ELEVATIONS. FIELD VERIFY PRIOR TO CONSTRUCTION. 3. METAL ROOF DECK SHALL BE GALV 1-1/2" TYPE B DECK: Fy = 50 KSI (U.N.O.) DECK SECTION PROPERTIES: 1 = 0.212 01 ft Sp = 0.234 in / ft Sn = 0.247 0/ ft fy = 50 KSI 4. FASTEN METAL DECK TO ALL SUPPORTS - SEE ROOF DECK FASTENING SCHEDULE ON THIS SHEET. 5. OPEN WEB STEEL JOISTS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE SPECIFICATION OF THE STEEL JOIST INSTITUTE. PROVIDE REINFORCEMENT PER 1/S61 OAT CONCENTRATED LOADS > 125 LBS WHERE REQUIRED. 5 0 6. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS AND DETAILS NOT SHOWN. RESOLVE ALL DISCREPANCIES PRIOR TO FABRICATION. 7. STEEL DETAILER MUST DETERMINE TOP OF STEEL ELEVATIONS TO PROVIDE A UNIFORM SLOPE. 8. SEE "7/S611" FOR 8x24 MASONRY TIE BEAM REINFORCEMENT. 9. HSS6x6xl/4 POST UP WITH DIAGONAL BRACE AT END OF PARAPET WALL. ATTACH TO DBL JOIST BELOW WITH 8 -1/2 - WIDE x l'-1" LG BASE PLATE WITH (4) 1/2" DIA THREADED RODS. 10. PROVIDE L4x4x1/4 ANGLE BETWEEN JOISTS BELOW STUD WALL, AT POST AND DIAGONAL BRACE. FASTEN ROOF DECK TO ANGLE WITH #10 TEK SCREWS AT 6" O.C. 11. PROVIDE DOUBLE KCS JOIST AT STUD PARAPET WALL ABOVE AND AT END OF DAIGONAL BRACE - TYPICAL. ROOF DECK FASTENER PLAN A R C H IT E C- 'T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352)874-2340 ■ FAX: (877680-7183 www.powelistudbarch.com AA# 26002236 C COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWEIL STUDIO CONSULT/ '- McEtroy r ream STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL 32804 PHONE 407,245.8775 FAX 407.245.8744 WEBSITE: mce[rWmg com ME PROJECT NO: 1013-30 OWNER / PROJECT: 0� w Z Q W U V W a Z J 0_ LL U 0 LL Z .Jo W a aw U) OC -� y Z0 a Lu �Q CL O a4DW��, 0a o z = W .� �Q w 0 uv -)j-- Cn PROFESSIONAL SEAL: ��111111// M •.• N i • .44741 =-v STATE OF rte= *%'41 ORO` C2 Craia E. McElrov, P.E. LICENSE FL No. 44741 PROJECT NO: PSA2013-25 REVISIONS: MARK I DATE I DESCRIPTION ISSUE DATE: 07.31.13 S102 ROOF FRAMING PLAN ROOF DECK FASTENING SCHEDULE FASTENING SIDELAP FASTENER ZONE INTERIOR FASTENER PATTERN FASTENER PER SPAN - DIA. LD1? PUDDL PUDDLE WELDS 5/8" DIA' PUDDLE WELDS 36/5 3617 #10 TEK SCREW #10 TEK SCREW #10 TEK SCREW 3 (D2) 3 _ (D3 5/8" DIA. PUDDLE WELDS 3617 3 NOTES: 1. FASTEN ALL DECK EDGES ALONG PERIMETER TO CONT. L4x4 ANGLE WITH 5/8" DIA. PUDDLE WELDS AT 6" O.C. FASTENING 36/4 PATTERNS: 36/5 36/7 A R C H IT E C- 'T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352)874-2340 ■ FAX: (877680-7183 www.powelistudbarch.com AA# 26002236 C COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWEIL STUDIO CONSULT/ '- McEtroy r ream STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL 32804 PHONE 407,245.8775 FAX 407.245.8744 WEBSITE: mce[rWmg com ME PROJECT NO: 1013-30 OWNER / PROJECT: 0� w Z Q W U V W a Z J 0_ LL U 0 LL Z .Jo W a aw U) OC -� y Z0 a Lu �Q CL O a4DW��, 0a o z = W .� �Q w 0 uv -)j-- Cn PROFESSIONAL SEAL: ��111111// M •.• N i • .44741 =-v STATE OF rte= *%'41 ORO` C2 Craia E. McElrov, P.E. LICENSE FL No. 44741 PROJECT NO: PSA2013-25 REVISIONS: MARK I DATE I DESCRIPTION ISSUE DATE: 07.31.13 S102 ROOF FRAMING PLAN i FDOWELLSTU010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: 1352)874-2340 ■ FAX: 1877)680-7183 www.powelistudioarch.com MM 26002236 C COPYRIGHT 2013 POW ELL STUDIO ARCHITECTURE, L.L.C. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POW ELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO CONSULTANT: McEtroyEn in enng- STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRNE ORLANDO, FL 32804 PHONE 407.245.8775 FAX 407.245.8744 WEBSITE: mcelraMg mn ME PROJECT NO: 1013-30 OWNER / PROJECT: W IIIII— Z W U w C) W o Q Z J o 0 w �-- o LLz Lu Jo Q o w y Zo QQ v W 1- Qz . o W � M 0 z�a r w 0L_ _QLLt �W 4) F CJS a PROFESSIONAL �% �i %%%%% E. .... . V . 0.44 . ST gTE OF �0�F ' :A- a jROP� \���' fill 11111% 00 Crai E. McElroy, P.E. LICENSE FL No. 44741 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE I DESCRIPTION ISSUE DATE. 07.31.13 S402 STEEL ELEVATIONS i A R C H 1 T E C 'T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680.7183 WW W.PoWellstUdloarch.com AA# 26002236 C COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, I.L.C. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO CONZ) ULIf HcEtroyE ng in te wrirni STRUCTURAL DESIGN GRDUP 1835 EDGEWATER DRIVE ORLANDO, FL 32804 PHONE 407.245.8775 FAX 407.245.8744 WEBSITE mceln*ml ,com ME PROJECT NO: 1013-30 OWNER / PROJECT: Of w F� Z w w V U w o Q Z o LL a0 O �� w z < o Yw wz w j = z�QO �� � Z zCL2 W< L - CL ~ � N PROFESSIONAL SEAL: ' Qx ro •<_ E S :'10 STATE " ,•'•.'c` ROP •' ��v� nor ALE % Crai E. McElroy, P.E. LICENSE FL No. 44741 PROJECT NO: PSA2013-25 REVISIONS: DESCRIPTI ISSUE DATE: 07.31.13 S501 SCHEDULES A R C H IT E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.poweltstudloarch.com AA# 26002236 C COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO UUNJULI/ HcElroyEngin rin STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL 32804 PHONE 407.245.8775 FAX 407.245.8744 WEBSrM- mcalroyeng.com ME PROJECT NO: 1013-30 OWNER / PROJECT: ry w F�z w (0) w z 3:0 w J PROFESSIONAL SEAL: s N W :�� :•'•� �•' '�'i No.4471 i -C STATE OF ir Rl �r'FS,S 80 A 1111111111� a E. McElmv. P.E. LICENSE FL No. 4A PROJECT NO: PSA2013-25 REVISIONS: ■ MARK I DATE I DESCRIPTION ■ ISSUE DATE: 07.31.13 S502 SCHEDULES o Qa 0a W Z& = Waj- 0 �:CL F (n PROFESSIONAL SEAL: s N W :�� :•'•� �•' '�'i No.4471 i -C STATE OF ir Rl �r'FS,S 80 A 1111111111� a E. McElmv. P.E. LICENSE FL No. 4A PROJECT NO: PSA2013-25 REVISIONS: ■ MARK I DATE I DESCRIPTION ■ ISSUE DATE: 07.31.13 S502 SCHEDULES r0l SEE PLANS AND PLAN NOTES FOR LOCATION OF GROUTED CELLS. 50 BAR DIAMETER LAP SPLICE TYPICAL. LAY UP NEXT 4'-0" OF WALL AFTER LOWER SECTION IS GROUTED 1-1/2" (MIN) GROUT TO CONFORM TO ASTM C476. SUBMIT MIX DESIGN FOR REVIEW. MAXIMUM AGGREGATE SIZE = 3/8". SLUMP = 8" TO 10". DO NOT USE SAME MIX AS USED FOR TIE BEAMS. MAXIMUM LIFT = 4'-0" NOTE: DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT NOT LESS THAN 24 HOURS. TYPICAL LOW LIFT GROUTING SECTION \ssol / N.T.S. B 2'-0'x2'-0" #5 CORNER BAR EXTEND REINFORCING TO OPPOSITE SIDE OF INTERSECTION FOOTING (TYPICAL) CORNER C SEE PLANS AND PLAN NOTES FOR LOCATION OF GROUTED CELLS. STOP GROUT MIN 1-1/2" BELOW TOP OF UNIT IF POUR IS STOPPED FOR MORE THAN ONE HOUR. MAXIMUM HEIGHT OF POUR = 24'-0". MAXIMUM HEIGHT OF LIFT IS 5'-0". WAIT 3 TO 5 MINUTES AND CONSOLIDATE WITH FLEXIBLE CABLE VIBRATOR. POUR SUCCEEDING LIFTS AFTER WAITING 15 TO 60 MINUTES. RECONSOLIDATE EACH LIFT BY VIBRATING SEVERAL INCHES INTO THE PROCEEDING LIFT. CONSOLIDATION OF A LIFT AND RECONSOLIDATION OF THE PROCEEDING LIFT MAY BE DONE AT THE SAME TIME. GROUT TO CONFORM TO ASTM C476. SUBMIT MIX DESIGN FOR REVIEW. MAXIMUM AGGREGATE SIZE = 3/8". SLUMP = 8" TO 10". DO NOT USE SAME MIX AS USED FOR TIE BEAMS. PROVIDE CLEAN OUT HOLE MINIMUM SIZE 3"x 3". ALL OVERHANGING MORTAR AND DEBRIS TO BE REMOVED FROM INSIDE THE CELL WALLS. SEAL PRIOR TO GROUTING, BUT AFTER INSPECTION. NOTE: DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT NOT LESS THAN 24 HOURS. TYPICAL HIGH LIFT GROUTING SECTION N.T.S. U) 4 " TYPICAL 1/2" THICK ASPHALT -IMPREGNATED BOARD ALONG EDGE CONCRETE SLAB ON GRADE TYPICAL CONCRETE CHAMFER DETAIL n TYPICAL ISOLATION JOINT N.T.S. KEYED CONSTRUCTION -- 0'.11/2' JOINT v v N.T.S. SLAB ON GRADE - SEE FOUNDATION PLAN 21/2" MIN d" w Z w w g — U) n CONT. #4 ALONG CONSTRUCTION JOINT NOTE: LOCATE CONSTRUCTION JOINTS AT CONTROL JOINT LOCATIONS INDICATED ON THE FOUNDATION PLAN. SUBMIT LAYOUT OF CONSTRUCTION JOINTS FOR REVIEW NP. SLAB CONSTRUCTION 6 JOINT SECTION -,---- S601) N.T.S. -- - 5 SEALANT AT EXPOSED JOINTS - -- JOINT TO BE TOOLED OR SAW -CUT SAWCUT DEPTH SLAB THICKNESS SAWCUT DEPTH 4" 1" 5" 1 1/4" 6" 1 1/2" 7" 13/4" 2" 8" 6 1/8" THICKNESS / / z � EXTEND REINFORCING TO 111 _. z o 7 OPPOSITE SIDE OF INSIDE DIAMETER 2" LARGER 3'- 0" MIN LAP SPLICE INTERSECTION FOOTING w w _ AT TOP REINF. F_ ui z O Ix U 2' - 0" MIN LAP SPLICE NOTE; SEE FOOTING SCHEDULE < SEE FOUNDATION PLAN FOR LOCATION OF CONTROL JOINTS FOR SIZE AND TYPICAL SAWCUT JOINT SECTION sso)STEPPED FOOTING DETAIL N.T.S. 8 TYPICAL NT. FOOTING �NER AR DETAIL ----- ---- -- ---- CONDUIT BEL - CONCRETE FILL AT S601 N.T.S. , . OW GRADE CONC. BOTTOM REINF. -- ~ �j - -- TOP REINF. SAME BAR z PER PLAN/SCHEDULE SIZE AND QUANTITY AS PROVIDE PIPE SLEEVE WITH CONT. BOTTOM REINF. INSIDE DIAMETER 2" LARGER j •� BOTTOM REINF. SAME AS - '' TRANSV. BARS PER THAN PIPE CONT. BAR REINF. PER FOOTING SCHEDULE FOOTING SCHEDULE T T - PIPE PENETRATION \�o, PIPE_ PENETRATION DETAIL WITH SLEEVE - 9 UNDER FOUNDATION ssoI N.T.S. ssol N.T.S. ,.,..�,. ..,,-'---"ESH REINFORCEMENT co co STEP W/ CONSTRUCTION JOINT 0 F c c� H a� 0 c �I 0 F *W FIBERMESH REINFORCEMENT cni 0 U STEP W/O CONSTRUCTION JOINT co W TYPICAL STE S601 N.T.S. lya LU 2 01 1 z PIN CONCRET CONCRETE PREMOLDED COLUMN ---- RUBBER INSERT AT COLUMN TOOL JOINT AND CAULK EA. SIDE (1) ADD'L VERT. BAR PREMOLDED IN GROUTED CELL RUBBER INSERT EACH SIDE OF JOINT ALONG WALL TYPICAL MASONRY E SLAB ;, CONTROL JOINT DETAILS COLUMN VERT. REINF PER COLUMN SCHEDI CONCRETE COLUMN _ k LO SEE TYP. MASONRY TO CONC. COLUMN CONNECTION DETAIL SEE PLAN AND SCHEDULE FOR COLUMN TIES - - VERTICAL DOWELS -MATCH COLUMN REINF. SIZE AND QUANTITY PER COLUMN SCHEDULE AND DETAILS. ---_ j j = r) _ PROVIDE 50 BAR DIAMETER LAP SPLICE AT ALL DOWELS U.N.O. I j 1 1 - CONCRETE FOOTING - SEE PLAN AND FOUNDATION " SCHEDULE FOR SIZE AND REINFORCEMENT. SEE PLAN AND SCHEDULE TYP. CONCRETE COLUMN TO MASONRY SECTION -13 AT CONCRETE COL. se01 N.T.S. CONT. DOVETAIL SLOT WITH 9GA TIES AT 16" O.C. VERTICAL - TYP. AT COUCMU INTERFACE -- SPECIAL BLOCK WITH OPEN ENDS. -- TYPE 1 TYPE 2 --- COLUMN VERT. REINF. COLUMN TIES COLUMN SIZE VARIES (SEE PLAN) - COLUMN VERT. REINF. -- COLUMN TIES TURN 1/2 BLOCK EVERY COLUMN SIZE VARIES OTHER COURSE - (SEE PLAN) NP. MASONRY TO CONC. (S ,q COLUMN CONNECTION 60 1) N.T.S. TYPE 3 13 S601 - COLUMN VERT. REINF. - COLUMN TIES - COLUMN SIZE VARIES (SEE PLAN) IZOLIJELLSTUDIO A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudloorch.com AA# 26002236 0 COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO CONSULT McEtroyEngin rin STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDQ FL 32804 PHONE 407.245.8775 FAX 407.245.8744 WEBSITE: mcelroMg com ME PROJECT NO: 1013-30 OWNER / PROJECT: w Z c( W w V UW a o Z O LL O� U. W I— z J ul acc WU) Z�Q0 Wv H CL z O CLCD w 7 t' �, Z a N WWF(n �a W cj') PROFESSIONAL SEAL: 1111111 E. `o V 146 •• O 0.44 • STATE OF ;'c4 R I P0 � 1 �S/���'� % 'r Ss,l O I AV- 1N�``` CraiqE. McElroy, P.E. LICENSE FL No. 44741 PROJECT NO: PSA2013-25 REVISIONS: 1ARK I DATE I DESCRIPTIO ISSUE DATE: 07.31.13 S601 SECTIONS AND DETAILS � EXTEND REINFORCING TO ..PROVIDE P IPE SLEEVE WITH - `- CONCRETE OR MASONRY WALL-� OPPOSITE SIDE OF INSIDE DIAMETER 2" LARGER 3'- 0" MIN LAP SPLICE INTERSECTION FOOTING THAN PIPE AT TOP REINF. (TYPICAL) Ix U 2' - 0" MIN LAP SPLICE SEE FOOTING SCHEDULE < FOR SIZE AND zoe � AT BOTTOM REINF. REINFORCEMENT " N - 2' 0" INTERSECTION 8 TYPICAL NT. FOOTING �NER AR DETAIL ----- ---- -- ---- CONDUIT BEL - CONCRETE FILL AT S601 N.T.S. , . OW GRADE CONC. BOTTOM REINF. -- ~ �j - -- TOP REINF. SAME BAR z PER PLAN/SCHEDULE SIZE AND QUANTITY AS PROVIDE PIPE SLEEVE WITH CONT. BOTTOM REINF. INSIDE DIAMETER 2" LARGER j •� BOTTOM REINF. SAME AS - '' TRANSV. BARS PER THAN PIPE CONT. BAR REINF. PER FOOTING SCHEDULE FOOTING SCHEDULE T T - PIPE PENETRATION \�o, PIPE_ PENETRATION DETAIL WITH SLEEVE - 9 UNDER FOUNDATION ssoI N.T.S. ssol N.T.S. ,.,..�,. ..,,-'---"ESH REINFORCEMENT co co STEP W/ CONSTRUCTION JOINT 0 F c c� H a� 0 c �I 0 F *W FIBERMESH REINFORCEMENT cni 0 U STEP W/O CONSTRUCTION JOINT co W TYPICAL STE S601 N.T.S. lya LU 2 01 1 z PIN CONCRET CONCRETE PREMOLDED COLUMN ---- RUBBER INSERT AT COLUMN TOOL JOINT AND CAULK EA. SIDE (1) ADD'L VERT. BAR PREMOLDED IN GROUTED CELL RUBBER INSERT EACH SIDE OF JOINT ALONG WALL TYPICAL MASONRY E SLAB ;, CONTROL JOINT DETAILS COLUMN VERT. REINF PER COLUMN SCHEDI CONCRETE COLUMN _ k LO SEE TYP. MASONRY TO CONC. COLUMN CONNECTION DETAIL SEE PLAN AND SCHEDULE FOR COLUMN TIES - - VERTICAL DOWELS -MATCH COLUMN REINF. SIZE AND QUANTITY PER COLUMN SCHEDULE AND DETAILS. ---_ j j = r) _ PROVIDE 50 BAR DIAMETER LAP SPLICE AT ALL DOWELS U.N.O. I j 1 1 - CONCRETE FOOTING - SEE PLAN AND FOUNDATION " SCHEDULE FOR SIZE AND REINFORCEMENT. SEE PLAN AND SCHEDULE TYP. CONCRETE COLUMN TO MASONRY SECTION -13 AT CONCRETE COL. se01 N.T.S. CONT. DOVETAIL SLOT WITH 9GA TIES AT 16" O.C. VERTICAL - TYP. AT COUCMU INTERFACE -- SPECIAL BLOCK WITH OPEN ENDS. -- TYPE 1 TYPE 2 --- COLUMN VERT. REINF. COLUMN TIES COLUMN SIZE VARIES (SEE PLAN) - COLUMN VERT. REINF. -- COLUMN TIES TURN 1/2 BLOCK EVERY COLUMN SIZE VARIES OTHER COURSE - (SEE PLAN) NP. MASONRY TO CONC. (S ,q COLUMN CONNECTION 60 1) N.T.S. TYPE 3 13 S601 - COLUMN VERT. REINF. - COLUMN TIES - COLUMN SIZE VARIES (SEE PLAN) IZOLIJELLSTUDIO A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudloorch.com AA# 26002236 0 COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO CONSULT McEtroyEngin rin STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDQ FL 32804 PHONE 407.245.8775 FAX 407.245.8744 WEBSITE: mcelroMg com ME PROJECT NO: 1013-30 OWNER / PROJECT: w Z c( W w V UW a o Z O LL O� U. W I— z J ul acc WU) Z�Q0 Wv H CL z O CLCD w 7 t' �, Z a N WWF(n �a W cj') PROFESSIONAL SEAL: 1111111 E. `o V 146 •• O 0.44 • STATE OF ;'c4 R I P0 � 1 �S/���'� % 'r Ss,l O I AV- 1N�``` CraiqE. McElroy, P.E. LICENSE FL No. 44741 PROJECT NO: PSA2013-25 REVISIONS: 1ARK I DATE I DESCRIPTIO ISSUE DATE: 07.31.13 S601 SECTIONS AND DETAILS n 0 I� U 3 F° - (D 0 c E w a� c m U c H m 0 .r- 0 O r i M T 0 0 Lu CC a ILL! CONT #4 EXTERIOR SLAB - SEE SITE DRAWINGS M RECESS FOR DOOR - SEE ARCH - - MASONRY WALL BEYOND I I I I - CONCRETE SLAB - SEE PLAN STOREFRONT SYSTEM - SEE ARCH - -- 4 T.O. SLAB \\;-AV_._ --- ---- ELEV =SEE PLAN ALTERNATE: #4 x 3'-6"LG AND #4 x 5'-0" LG. ;0 ----- 1 AT 18" O.C. CONT #4 VAPOR BARRIER - SEE ARCH (4) #4 CONT. i 1 DRAWINGS (2) TOP AND (2) BOTTOM ! -- SUPPORT BLOCK AT 36" O.C. MAX SPACING - - MASONRY STEM WALL - 4" CONCRETE SLAB - SEE PLAN NOTES --- SEE FOUNDATION PLAN AND/OR FOOTING SCHEDULE FOR FOOTING SIZE AND " REINFORCING. - SEE PLAN AND SCHEDULE 1' - 4" TYPICAL PERIMETER SECTION, -2 TYPICAL DOORWAY SECTION --- - -- ---- �4) 3/411 C COI-) - ___ _.. __. _ _ U BASE PLATE PER COLUMN SCHEDULE _ HSS COLUMN _ SEE COLUMN SCHEDULE GENERAL NOTE: A.B. (A36 MATERIAL) THE LENGTH MUST SATISFY BOTH THE REQ'D MIN EMBEDMENT / AND THE MIN PROJECTION. EMBEDMENT DEPTH IS FROM T/FOOTING TO T/HEAVY HEX NUT 1/4 III a° • I ,z 1 1/2" NON -SHRINK GROUT T.O. FTG. SEE FOUNDATION PLAN ___..` \ - AND/OR FOOTING _ p ELEV =SEE PLAN SCHEDULE FOR FOOTING I � in cl SIZE AND REINFORCING w w - w 011 0'- 3" CLR MIN - HEAVY HEX NUT - TACK WELD - - / TWO PLACES TOP AND BOTTOM SEE PLAN AND SCHEDULE DO NOT PROVIDE J-BOLT-�-- ANCHORS - SEE COLUMN SCHEDULE E COLUMN BASE PLATE BELOW o <, I� CONCRETE COVER AT COLUMN BASE PLATE -- i L� _ _�> J L _ _ 0 STEEL COLUMN C.J. 3+ �-- ISOLATION JOINT (IJ) -1/2" THICK ASPHALT- �A�J IMPREGNATED FIBERBOARD i i i i AT HSS COLUMNS THICKENED SLAB EDGE DETAIL TYPICAL COLUMN ISOLATION JOINT -EDGE 6 11=,o N.T.S. ANCHOR EMBEDMENT - ---- PROVIDE 9GA GALV JOINT STONE VENEER AND COLUMN SCHEDULE 3/4" 10" MIN REINF AT 8" O.C. TO OVERLAP - SEE ARCH REMARKS: EXTERIOR SLAB - SEE SITE DRAWINGS PLATE SCHEDULE BOTH MASONRY COURSES PROVIDE (2) COATS OF BITUMINOUS I - 4" CONCRETE SLAB ON GRADE - SEE PAINT AT BOTTOM 24" OF HSS COLUMN 8" REINF. MASONRY 4" MASONRY --� T.O.SLAB BASE PLATE PER COLUMN SCHEDULE I I T.O.SLAB - d - I a ELEV =SEE PLAN II -- hT-- —, ---- 1/2" BITUMINOUS BOARD 6 EXTERIOR SLAB - ' I I •'--_.;� ____ ,•I = 1 1/2" NON -SHRINK GROUT -- - - ISOLATION JOINT EA. SIDE S601 SEE SITE DRAWINGSI j� FUTURE CONCRETE SLAB ON GRADE - SEE PLAN HEAVY HEX NUT - TACK WELD JL' - -- - ----- - — - - - T.O. SLAB T.O. FTG. ---- - - -- F ELEV - SEE PLAN ELEV =SEE PLAN SCHEDULE - _- a ° , 3" CLR a 6 REINF MASONRY - GROUTED SOLID- --� GROUT SOLID BELOW GRADE DOWELS AT VERTICAL WALL 4 1 f1l, REINFORCEMENT WITH 50 BAR - DIA LAP SPLICE -" SEE FOUNDATION PLAN AND/OR FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING. SEE PLAN AND SCHEDULE CONT #4 EXTERIOR SLAB - SEE SITE DRAWINGS M RECESS FOR DOOR - SEE ARCH - - MASONRY WALL BEYOND I I I I - CONCRETE SLAB - SEE PLAN STOREFRONT SYSTEM - SEE ARCH - -- 4 T.O. SLAB \\;-AV_._ --- ---- ELEV =SEE PLAN ALTERNATE: #4 x 3'-6"LG AND #4 x 5'-0" LG. ;0 ----- 1 AT 18" O.C. CONT #4 VAPOR BARRIER - SEE ARCH (4) #4 CONT. i 1 DRAWINGS (2) TOP AND (2) BOTTOM ! -- SUPPORT BLOCK AT 36" O.C. MAX SPACING - - MASONRY STEM WALL - 4" CONCRETE SLAB - SEE PLAN NOTES --- SEE FOUNDATION PLAN AND/OR FOOTING SCHEDULE FOR FOOTING SIZE AND " REINFORCING. - SEE PLAN AND SCHEDULE 1' - 4" TYPICAL PERIMETER SECTION, -2 TYPICAL DOORWAY SECTION --- - -- ---- �4) 3/411 C COI-) - ___ _.. __. _ _ U BASE PLATE PER COLUMN SCHEDULE _ HSS COLUMN _ SEE COLUMN SCHEDULE GENERAL NOTE: A.B. (A36 MATERIAL) THE LENGTH MUST SATISFY BOTH THE REQ'D MIN EMBEDMENT / AND THE MIN PROJECTION. EMBEDMENT DEPTH IS FROM T/FOOTING TO T/HEAVY HEX NUT 1/4 III a° • I ,z 1 1/2" NON -SHRINK GROUT T.O. FTG. SEE FOUNDATION PLAN ___..` \ - AND/OR FOOTING _ p ELEV =SEE PLAN SCHEDULE FOR FOOTING I � in cl SIZE AND REINFORCING w w - w 011 0'- 3" CLR MIN - HEAVY HEX NUT - TACK WELD - - / TWO PLACES TOP AND BOTTOM SEE PLAN AND SCHEDULE DO NOT PROVIDE J-BOLT-�-- ANCHORS - SEE COLUMN SCHEDULE E COLUMN BASE PLATE BELOW o <, I� CONCRETE COVER AT COLUMN BASE PLATE -- i L� _ _�> J L _ _ 0 STEEL COLUMN C.J. 3+ �-- ISOLATION JOINT (IJ) -1/2" THICK ASPHALT- �A�J IMPREGNATED FIBERBOARD i i i i AT HSS COLUMNS THICKENED SLAB EDGE DETAIL TYPICAL COLUMN ISOLATION JOINT -EDGE 6 11=,o N.T.S. ANCHOR EMBEDMENT ANCHOR EMBEDMENT HSS COLUMN - SEE PLAN COL 5/8" AND COLUMN SCHEDULE 3/4" 10" MIN 1/2" BITUMINOUS ISOLATION BOARD 1/4 REMARKS: EXTERIOR SLAB - SEE SITE DRAWINGS PLATE SCHEDULE 1/2" BITUMINOUS ISOLATION BOARD PROVIDE (2) COATS OF BITUMINOUS I - 4" CONCRETE SLAB ON GRADE - SEE PAINT AT BOTTOM 24" OF HSS COLUMN I I PLAN NOTES FOR REINFORCING T.O.SLAB BASE PLATE PER COLUMN SCHEDULE I I T.O.SLAB INV ELEV = SEE PLAN d - I a ELEV =SEE PLAN -- hT-- —, ---- ' I I •'--_.;� ____ ,•I VAPOR BARRIER -SEE ARCH 1 1/2" NON -SHRINK GROUT -- - - - I SOLID 3000 PSI CONCRETE AROUND COLUMN HEAVY HEX NUT - TACK WELD TWO PLACES TOP AND BOTTOM _ ' II T.O. FTG. DO NOT PROVIDE J -BOLT L--'-'-- - - ANCHORS - SEE COLUMN ELEV =SEE PLAN SCHEDULE - _- a ° , 3" CLR a ANCHOR EMBEDMENT ANCHOR EMBEDMENT SIZE 5/8" 8" MIN 3/4" 10" MIN 1" 12" MIN REMARKS: 1. SEE COLUMN/BASE PLATE SCHEDULE 5 TYPICAL. STEEL COLUMN SECTION -INTERIOR se�2 N.T.S. DOWELS AT VERTICAL WALL REINFORCEMENT WITH -- 8" REINF. MASONRY 50 BAR DIA LAP SPLICE 1/2" BITUMINOUS BOARD I� ISOLATION JOINT EA. SIDE 6_ EXTERIOR SLAB - I S601) FUTURE CONC SEE SITE DRAWINGS - -- RL_ I L SLAB ON GRADE - SEE PLAi,I - - T.O. SLAB ELEV = SEE PLAN GROUT SOLID BELOW GRADEam I• 1 _ ANCHOR EMBEDMENT ANCHOR EMBEDMENT SIZE 5/8" 8" MIN 3/4" 10" MIN 1" 12" MIN REMARKS: 1. SEE COLUMN/BASE PLATE SCHEDULE o- e \(MIN) - SEE PLAN AND FOOTING SCHEDULE FOR SIZE AND REINFORCEMENT 04 - -- - - - - --- GENERAL NOTE: SEE PLAN AND FOOTING SCHEDULE A.B. (A36 MATERIAL) THE LENGTH MUST SATISFY BOTH THE REQ'D MIN EMBEDMENT AND THE MIN PROJECTION. EMBEDMENT DEPTH IS FROM T/FOOTING TO T/HEAVY HEX NUT TYPICAL STEEL COLUMN SECTION - AT EDGE N.T.S. DOWELS AT VERTICAL 8" REINF. MASONRY WALL REINFORCEMENT WITH 50 BAR DIA LAP SPLICE ,I 1/2" BITUMINOUS BOARD 1= ISOLATION JOINT EA. SIDE EXTERIOR SLAB - II -- CONCRETE SLAB ON SEE SITE DRAWINGS GRADE - SEE PLAN T.O. SLAB ELEV =SEE PLAN - --- -,- GROUT SOLID BELOW GRADE I. . + SEE FOUNDATION PLAN --- SEE FOUNDATION PLAN AND/OR FOOTING ;.,CHEDULE AND/OR FOOTING SCHEDULE FOR FOOTING SIZI : AND FOR FOOTING SIZE AND REINFORCING. REINFORCING. SEE PLAN SEE PLAN AND SCHEDULE AND SCHEDULE 8'PERIMETER SECTION AT FU 'URE SLAB _9_ TYPICAL PERIMETER SECTION ss- 3/4" = 1'-0" -- - --- - - — _ s6o2 3/4" = 1' -Orr WINDOW/DOOR BUCK --� 1/4" DIA x 4" LG TAPCOI WITH WASHERS AT 24" PT 1 x OR 2x --- --- — 8" REINF. MASONRY -- TYPICAL WINDOW/DOOR BUCK ATTACHMENT DETAIL z 2 3 STEEL C S.J. COLUMI PLATE E S.J. \TION JOINT (IJ) -1/2" C ASPHALT -IMPREGNATED tBOARD AT HSS COLUMNS TYPICAL COLUMN ISOLATION JOINT N.T.S. STOREFRONT SYSTEM - SEE ARCH ALTERNATE: #4 x 3'-6"LG AND #4 x 5'-0" LG. AT 18" O.C. CONT #4 6 (4) #4 CONT. SUPPORT BLOCK AT S601 FUTURE CONCRETE (2) TOP AND (2) BOTTOM - -- - 36" O.C. MAX SPACING - SLAB ON GRADE - - 4" CONCRETE SLAB SEE PLAN NOTES - SEE PLAN NOTES . � T.O. LAB V-4" lot TYPICAL STOREFRONT -SEPT-1-0-N- 3/411 = 1'-0" 4 ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: )352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudloorch.com AA# 26002236 C COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO McEtroy n in ri STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL 32804 PHONE 407.245.8775 FAX: 407.245.8744 WEBSITE: mcelroyen&com ME PROJECT NO: 1013-30 OWNER / PROJECT: 0� Lu FlaamaZ c( W V W V W a Z 0 Jj u- CL a0 0 yLA. Z Jo W Q 906 v w U) w z ()C —1 0 Z� Q a ~ � Z >Q O 4) aCLW=' 0aN z4 =W W w -LLj � — a cj-.3 a) PROFESSIO;; `` Fwj I 0.44 4 "'o ; . STATE OF i /.*,i//11111 00% r cElro P.E. LICENSE FL No. 44741 O: PSA2013-25 REVISIONS: MARK DATE I DESCRIPTION ISSUE DATE: 07.31.13 S602 SECTIONS AND DETAILS A B C c a� O C E 59 co r O r w w a� c t3' c 3 0 F- a� 0 c 10 M MI 0 M 0 CNcf)2 co U w O a w' z �-- (j OF CONCENTRATED LOAD ON ROOF (OVER 125 LBS BUT NOT TO EXCEED 250 LBS) - TOTAL LOAD ON EACH JOIST BELOW RTU SHALL NOT >6' EXCEED 15 PSF. CLOF PANEL JOINT ---- -�-+-- I I JOTS' Tti, /1/8 1-12 NEW L4x4 ANGLE (2) LWx3/16 REQUIRED AT EACH LOAD - (1) EACH SIDE )INT NOTE: ANGLE STIFFENER NOT REQUIRED IF LOAD IS WITHIN 6" OF PANEL JOINT 2 ' 3 ' 4 ' 5 6 IL V-6" C4 x 5.4 EXTEND AND --� WELD TO 3 RIBS BEYOND MAX OPENING OPENING. (EA. SIDE) 5/8 DEA. FLUTE IA /— 13" MAXIMUM OPENING L / 14 GA. SHEET WELDED TO EACH CELL ALL AROUND •i i.i i•i i•i OR FASTENERS I I.I I,I I•I t•I 1 0 O O O O U O I i L _ _ _ m _ _ _ _ J -- —Z i i X • i VARIES (SEE PLAN) i c ILL! I I X i•1 I I I.1 1 I•I 6" MINIMUM EACH I • I I SIDE OF OPENING 1 O OU O O O O O O 1 #10 TEK SCREWS AT 6" O.C. MAX 6" (2) #10 TEK SCREWS TY NO REINFORCEMENT REQUIRED WHERE "L" IS 6" PER DECK FLUTE OR LESS, IN DIRECTION PERPENDICULAR TO DECK. SMALL OPENING TO SMALL OPENINGS TYP. STEEL JOIST REINF. AT >13" BUT <18" MAX >6" BUT <13" -, CONCENTRATED LOADS 2- PERPENDICULAR TO DECK _ ePERPENDICULAR TO DECK SN.T.S. S610 N.T.S. 610 N.T.S. r� *NOTE: SEE MECH DRAWINGS FOR SIZE, NUMBEF AND LOCATION OF ROOF TOP UNITS AND DECK OPENINGS. ALIGN L4x4 ANGLES WITH ROOF TOP UNIT CURB AND L3x3 ANGLES WITH UNIT LAYOUT. 7 _ --- - *L3x3x1/4 (TYP) AT EDGE OF DECK S610 OPENING. COORDINATE WITH 9 ACCESS HATCH MECHANICAL CONTRACTOR PRIOR S610 TO FABRICATION. - TYP �— L4-1/2') (LLV) — Ix x1/4 rP, i� (-1/2") TYP -------------------------------------9 v i S610 v i77 TOP 8r BOTTOM \ TYP /3/16 , 5/16" STIFFENER PL EACH SIDE OF BEAT CENTER OF COLLINi (4) 3/4" DIA A325 BO TOP AND BOTTOM 1/4 ; 0110 II 0110 II 0110 OOiiO 3/4" STEEL PL x 6" TYPICAL U.N.O. HSS COLUMN SEE PLAN AND SCHEDULE '4 TYPICAL W -BEAM SPLICE DETAIL I 1 1 J n �' I f- PROVIDE #12 x 3" LG SELF- RTU EA. JST .;'+3/16//2-1/2 g O �� i TAPPING SCREW WITH NEOPRENE w w m I i \ i GASKETS. (2) PER CORNER ILL. to O� I' 1 xN OPEN xN I I LL " p � O 1 x \ cn O (TOTAL OF 8) PLUS AT 12 O.G. AT p U 1 \ \ " i J O PERIMETER OF UNIT CURB. -- - 16GA PREMANUF. CURB STAGGERED JST. 1 U I -1 v I �' U AS REQUIRED TO \ �,P i l PROVIDE #12 x 2-1/2" LG WOOD PROVIDE NEW 3/8" DIA A307 THRU PROVIDE MIN 3" \ I 3/16 \ I SCREWS WITH OVERSIZED OF BRG. -- -- / 1 BOLT AT 24" O.C. AND AT -- WASHERS AT 12 O.C. ACORNERS THROUGH ND CURB BOTTOM P.T. NAILER I ----------------------------------- --------- AND (1) BOTTOM AND SECURE ('1/2) TYP - PROVIDE (2)WASHERS-(1)TOP * Y — — — — — — — — I /L4x4x1/4 L4x3x1/4 (LLV)-------- " PROVIDE SOLID P T 4x6 OR WITH DOUBLE NUT UNDERNEATH. 3/16 , --_ TYP 3/16 3/16 5 TYPICAL RTU/DECK OPENING DETAIL 6 ACCESS HATCH OPENING S610 N.T.S. S610 N.T.S. GUSSET PL TO JOIST L4x4 TO GUSSET PL L5x3-1/2x3/8 (l.. V) x 0'-7" LG SEAT 3/16 TYPE "3" CONNECTION 1 1 rC L CONNECTION STEEL JOIST TOP CHORD 5/16" GUSSET PLATE AT L4x4 CONNECTION COPE L4x4 TO FIT JOIST TOP CHORD IT N-w-maii'l - - - METAL DECK OR 10 TEK SCREWS AT EXTERIOR - (8) #10 TEK SCREWS FROM METAL (3) #10 TEK SCREWS AT INTERIOR STUD TO DECK AT EXTERIOR (4) #10 TEK SCREWS AT INTERIOR STUDS U.N.O. METAL STUD BRACE (MAX. METAL STUD TO MATCH SIZE SPA. OF 4'-0" O.C., U.N.O.) AND GAUGE OF BRACE AT EA BRACE CONNECTION TO DECK (LENGTH AS REQ'D) (2) #10 TEK SCREW (1) EA SIDE AT EA VERT STUD (2) #10 TEK SCREWS AT 12" O.C. TO DECK (2) #10 TEK SCREW (1) EA SIDE AT EA VERT STUD �% _ •_ -- STEEL JOIST TOP �% CHORD -- % (2) #10 TEK SCREWS AT 12" O.C. TO DECK TYPE "1" NOTE: CONNECTION SIZE OF NEW WELDS SHALL NOT EXCEED THE THICKNESS OF THE EXISTING MEMBER BEING -- - VERT. METAL STUDS CONT. TRACK MATCH GAUGE OF STUDS METAL DECK '1ETAL STUDS )ECK WELDED. DO NOT DAMAGE JOIST CHORDS DURING ANGLE INSTALLATION. TYPICAL METAL STUD 9 CONNECTION OF L4x4 TO JOIST - 1o TO DECK CONNECTION - - — (S6!o)N.T.S.s610 N.T.S. r8GA (MIN) TRACK APPROVED EQUAL BELOW CURB UPLIFT BRACING 1-1/2" METAL DECK (MIN 22GA) FASTEN METAL DECK TO STEEL ANGLE WITH 5/8" DIA PUDDLE WELDS OR #12 TEK SCREWS AT TYPICAL RTU CURB CONNECTION �r/\TI/\� t DETAIL �� CONNECTION DETAIL S610 3/4" = V-0" METAL STUDS 12 GAUGE - CLIP ANGLE #10 SCREWS .145" DIA POWDER ACTUATEI FASTENEI SUPPORT ANGLE CONT. 20 GAUGE TRACK #10 SCREWS I METAL STUDS .145" DIA POWDER ACTUATED FASTENERS OR 11/2" TYP ------ #10 -----#10 SCREWS 12 GAUGE CLIP ANGLE NOTE: ATTACH EACH STUD TO STEEL FRAMING WITH (2) .145" DIA. POWDER ACTUATED FASTENERS OR A 12 GAUGE CLIP ANGLE. ATTACH 12 GAUGE CLIP TO STUD WITH (3) #10 SCREWS AND TO STEEL FRAMING WITH (2).145- DIA POWDER ACTUATED FASTENERS. TYPICAL METAL STUD TO STEEL CONNECTION s6 10 � N.T.S. 4 W -BEAM \ I i / W -BEAM SEE PLAN AND SCHEDULE SINGLE 5/16" THK PL. CONN. WITH (5) 3/4" DIA A325 BOLTS EACH END 1 1/2" MTL. DECK UPLIFT STL JOIST, STL JOIST, SEE PLAN -- \\ SEE PLAN L2x2x3/16 BRACE AT -- - W -BM, SEE PLAN MID -SPAN OF BM. - BRACING SUPPORT DETAIL (S6)N.T.S. POLUEL..L.STU[310 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: 13521874-2340 ■ FAX: 1877168x7183 www.powelistudioarch.com AA# 26002236 C COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO 3� `]►TRf: STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL 32804 PHONE 407,245.8775 FAX 407.245.8744 WEBSITE moelmyenip m ME PROJECT NO: 1013-30 OWNER / PROJECT: F_ U V W a Z Jo U. CL 3: 6 O 0 ' U - Co W �'- z —j Occ Q y zO Q 0 Wv 1- Q Z - O cis 0 z = W _CLIlLj CL PROFESSIONAL SF�M11111 E. ♦ : ' ••. i .�. is •; O.L i NO. 447 ' o . SrAT = .. E OF >k O % A,14;• 40 AL tIE `�� /1111 o"0 Crai E. McElroP.E. LICENSE FL No. 44741 PROJECT NO: PSA2013-25 REVISIONS: MARK I DATE DESCRIPTION ISSUE DATE: 07.31.13 S610 SECTIONS AND DETAILS f.1 0 C HSS COLUMN - SEE PLAN AND ELEVATION HSS HEADER - SEE PLAN AND ELEVATION 5/16 HSS H EAD E R TO L T.O. BEAM \-r SEE ELEVATION COLUMN CONNECTION S611 3/4" = 1'-0" CL) CONT. 8x8 KNOCK -OUT �I BLOCK w/(1) #5 CONT. GROUT SOLID 1 J� T n DADADI`T EL = 121'.4- 5" x 5"x 14"JOIST 21'-4"5"x5"x14"JOIST POCKET, GROUT SOLID AFTER JOIST IS CONNECTED. — GROUT CELLS SOLID AT ANCHOR. - JST BEARING - SEE PLAN 8x24 MASONRY TB WITH (1) #6 CONT. EACH COURSE GROUT SOLID CONT. 8x8 KNOCK -OUT BLOCK w/(1) #5 CONT. GROUT SOLID TYP TYP 2 HSS HEADE zCONCRETE S611 3/4" = 1'-0" CONT L4x4x1/4 EDGE ANGLE w/ 1/2" DIA HILTI KWIK BOLT 3 ANCHORS AT 32" O.C. (3-1/2" MIN. EMBED.) \\/EA. JST. 3/16 3 = EA. JST. 3/16 3 METAL DECK - SEE PLAN NOTES UPLIFT BRIDGING EMBED PL 1/2"x 6"x V-0" LG. w/(2) #6 x 1'-6" LG. WELDABLE REBAR (ASTM A706) ANCHORS AT 4" FROM CTR. EA. SIDE OF EA. JOIST. 6A i P. JOIST BEARING SECTION s611 3/4" = 1'-0" T.O. PAI EL=12' 8x32 MASONRY TIE BEAM WITH (1) #6 EACH COURSE GROUTED SOLID GROUT CELLS SOL AT ANCHOR ATTACHMENT (TYP GROUT SOLID AT ANCHORS AS REQ'I 8" REINFORCED MASONRY WALL CONT L4x4x1/4 WITH HILTI KWIK BOLT 3 - 3/4" DIA ANCHORS AT 18" O.C. (4-3/4" MIN. EMBED) METAL DECK - SEE ROOF PLAN NOTES #12 TEK SCREWS AT L3x3 STRUT AT 6" D.C. L3x3x1/4 STRUT - SEE PLAN i -OR LOC. ' ,8� TYPICAL B U S611 3 H a� 0 c E c� Cn Cn 0 > 0. LU D' c c' U c 3 0 H m 0 c E 0 MI 0 0 3/4" = 1'-0" 2'- 0" (TYP) JG AND BRAt-:,NG PER kCTURERS ki-COMENDATIONS ,, WITH HILT; KWIK BOLT 3 - 3/4" DIA. A' "'HORS (43/4" MIN. EMBED RIDGING CONNECTION R BARS TO BE ED AT ALL .ORNERS IN TYPICAL MASONRY BEAM ,o CORNER BAR DETAIL U -- 0 S611 3/4" = 1'-0" Ofa LU z � CONCRETE COLUMN - SEE PLAN & SCHEDULE EMBED PLATE: ° 1/2x7 -1/2x12 WITH (4) ° 5/8" DIA x 6" LG. HSA. HSS6x6 HEADER - SEE PLAN AND ELEVATION 1/2" PLATE CUT TO FIT SNUG INSIDE HSS6x6 - DO NOT WELD RTO CONNECTION 3 4 CONCRETE COLUMN - SEE PLAN STEEL JOISTS AND LIGHT GAGE METAL MEMBERS NOT SHOWN i FOR CLARITY. EMBED PLATE 1/2x7 -1/2x12 WITH (4) 5/8" DIA x 6" LG. HSA. I HSS6x6 HEADER - SEE PLAN AND ELEVATION I I I 6" 1/2" PLATE CUT TO FIT SNUG INSIDE HSS6x6 - DO NOT WELD HSS HEADER TO CONCRETE DETA 3/4" = 1'-0" CONT K.O. BLOCK T.O. PARAPET WITH (1) CONT #5 EL = 121'A" GROUTED SOLID — K.O. BLOCK WITH (1) #6 EACH COURSE GROUTED SOLID - v so I 1 1/2" - 20 GA. METAL DECK Z to------------- 8x24 MASONRY TIE BEAM - SEE PLAN} ; ' CONT L4x4x1/4 WITH HILTI KWIK BOLT 3 - 3/4" DIA ANCHORS AT 18" O.C. (4-3/4" MIN. EMBED) 8" REINFORCED MASONRY WALL I TYPICAL CMU 9 AT CORNERS - -- — (4) #5 2'-0" x 2'-0" CORNER BARS TOP & BOTTOM BEAM STEP IL B 8" -18GA STUDS AT 16" O.C. — CONT 8" - 20GA TRACK OIL T.O. WALL EL = 121'-4" - - - I 1111f I CONT L2x2x16GA - - n JST BEARING - HIOIL EL =119'-5-5/8" W16 BEAM - SEE PLAN (4) #10 TEK SCREWS EACH CONNECTION I 5 CAP PLATE W -BEAM - SEE PLAN AND ELEVATION T.O. BEAM _ SEE ELEVATION - SINGLE PLATE CONNECTION - SEE SCHEDULE ON S502 — STEEL COLUMN - SEE PLAN AND ELEVATION W -BEAM TO COLUMN CONNECTION 3/411 1 1-011 CONT L2x2x16GA (4) #10 TEK SCREWS EACH CONNECTION — L4x2x14GA x 6" LG CLIP ANGLE EACH STUD — CONT L4x4x1/4 ALONG PERIMETER METAL ROOF DECK - SEE PLAN UPLIFT BRIDGING 6005162-43 AT 16" O.C. 1 STEEL JOIST - SEE PLAN - - 6" -18GA HORIZONTAL - L3x3x1/4 AT 10'-0" O.C. (EVERY STUD AT EACH VERT I OTHER JOIST) STUD - LOCATE TO CLEAR TRACK AT BOTTOM OF --- - --- CONT 60OT12543 WITH (1) BEAM. #10 TEK SCREW EACH SIDE TO STUD AND 0.145" DIA PAF TO W -BEAM AT 8" O.C. (4) #10 TEK SCREWS EACH CONNECTION — -- - I 600S162-43 AT 16" O.C. 1 ' CONT 60OT12543 WITH (1) #10 TEK SCREW EACH SIDE TO 10(/ STUD AND 0.145" DIA PAF TO CONT L2x2x16GA I /401 HSS AT 8" O.C. rih TO HSS BEAM 60OS16243 AT 16" O.C. I ELEV = 113'-0 1/2" PREMANUFACTURED AWNING BY SPECIALTY ENGINEER --- STOREFRONT SYSTEM - SEE ARCH TYPICAL P �S611) 3/4" = 1'-0" 3 T.O. HSS BEAM ELEV =109'-11" _-...---- ------ . _.. ___. HSS BEAM - SEE PIAN METAL STUD WALL (BEYOND) REMANUF AWNING SECTION HSS6x6x1/4 BRA( D 1/4" STEEL CAP PLATE ------___ \ I \ OIL T.O. BEAM SEE ELEVATION I I \ HSS BEAM - SEE PLAN AND ELEVATION - ---- \ \ — - ------ TYP HSS COLUMN - SEE PLAN AND ELEVATION — - - --{ TYP 5/16 HSS BEAM TO 5�COLUMN CONNECTIO S611/ 3/4" = 1'-0" N POST UP BRACE - TYPICAL 1-2 SECTION AT BRACE 5611 3/4" = 1'-0" 5 6 HSS6x6 BEAM - SEE PLAN /4 HSS6x6x1/4 POST -UP BASE PLATE: 1/2"x 8"x V-1" LG 1/4 L S'T'UDIO A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 " FAX: (877)680-7183 www.powelistudloorch.com AA# 26002236 C COPYRIGHT 2013 POW ELL STUDIO ARCHITECTURE, L.L.C. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POW ELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO McEtroy ninner n STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL 32804 PHONE 407.245.8775 FAX 407.245.8744 WEBSITE: moBUoymg oom ME PROJECT NO: 1013-30 OWNER / PROJECT: W Q W U uj V W a Z J LA- O0 O �LL z JO WFIIIIIIIIIIIIIII a w z0 o uj �Q O Q Q- W za r N CD W �+ W CL a � �s PROFESSIONAL SEA;;11111 //., E• M �rri •. • 0. ATE OF •gyp A` �. lip rrr /p LEN ``% I%%%o Crai E. McElroy,P.E. LICENSE FL No. 44741 PROJECT NO: PSA2013-25 REVISIONS: MARK I DATE I DESCRIPTION ISSUE DATE' 07.31.13 S611 SECTIONS AND DETAILS R„,...Rl. Lj' E,,. L., - S t \rte O 10 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudioarch.com MN 26002236 C COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO UUNSULI/ McE(royEnino rin STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL 32804 PHDNE 407,245.8775 FAX 407.245.8744 WEBSrrE- mcekgwg cw ME PROJECT NO: 1013-30 OWNER / PROJECT: Q -1-0 y •J O 6 Z O W v o QCL 0a Z• W _cLC a 0� w z w U w z 3:0 Lu J 0 Z 0 Q w z PROFESSIONAL SEAL: 1111111 I j' • G 4 •. 0.4441 . STATE OF O A�, • '. •c` RIIOP ••• 0- Oiii N ALE `% 111111111��` PROJECT NO: PSA2013-25 REVISIONS: FL No. MARK I DATE I DESCRIPTION ■ ISSUE DATE: 07.31.13 S612 SECTIONS AND DETAILS M i J U O LUa Y U Q a H LU Y a J O Z_ m LU Tn L6 O M r L LU U g a LU Y Q LU J O Z_ 2 W n 0 M r M r O N Yj :a rn N N N _M O N a 00 POWELL STL11010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powelistudloarch.com AA# 26002236 ® COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: uu F- Z ui =Z W V goo U Lu Z mmo . LL (All 0 Z�� WO v Q T J LL Q0 W m Z W U �zU) �m�W O JoQ zu W� W �a ~ O �0z� Qa ... C3 Ammo(SL 0°W� W VA Z.2 � W F- (1) 30a°) a. PROFESSIONAL e�gIA444II/�g�e� - t, B. °>P /V S `®��`' �. N .O • •, �. w � ' ATE OF Z . .'• T P { � S�w111777 Stephen B. CottW, P.E. Florida License #60046 PROJECT NO: PSA2013-25 REVISIONS: DATE DESCRIPTION MARK ISSUE DATE: 7-30-2013 E-00 I ELECTRICAL LEGEND AND SYMBOLS M J U O J a w Y U Q a w Y Q' cQ C w J O Z 2 w U O M w U a F - w Y Q w J O Z 2 w T O M r M r O w N I L1J L.L.STU0110 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudioarch.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 ©Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: Uj FM w r V wZ< goo (m) w _ M�w Z CO :) 0 . j LL Q0 0 v 0_ W o LWT LLJ�-m�Z WLU wm�w O O Q L) Z —� w 2 0 - a �o �4)2z o C" Q � N �°W a Uj0 Cn Q. g1A11A// PROFESSIO 111 `6be {y 13 s >®` g�. ��-� • ENS • ��``�® .. * • 600 - O p , T OrV �¢`''t "3 'fli 11111%Stephen B. Cotton, P,E. Florida License #60046 PROJECT NO: PSA2013-25 REVISIONS: DESCRIPTION DATE MARK ISSUE DATE: 7-30-2013 E-002 ELELCTRICAL SITE PLAN P WEL 5TUD10 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX (877) 680-7183 www.powelistucrioarch.com AA# 26002236 ©COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc, OWNER / PROJECT: Q U O J a Y U Q o_ w Y cQ L J O z 2 w rn M r U) w U g a w Y Q w J O z 2 w 0 Cl) M O N U Q ui V m a LIJ m i Zv as �°W W ° I=— �a 0 J _o 0 J G w 0 U. Z Q PROFESSIONAL., o- S sa°adz, �'11 E3 . tv l 0 600 T T OF •�� A9B91l1.® Stephen B. Cotton, P.E. Florida License #60046 PROJECT NO: PSA2013-25 REVISIONS: MARK I DATE I DESCRIPTION ISSUE DATE: 7-30-2013 q 0 M N N M r 0 N N r 00 E-003 SITE PHOTOMETRIC PLAN A R C H IT E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: )352) 874-2340 ■ FAX: )877) 680-7183 www.powellstucioarch.com AA# 26002236 0 COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, I.I.C. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: Q U O 13- w Y U Q o_ F - w Y Q J O _Z 2 LU 0 Cl) r LO LU U a F - w Y Q w J O z 2 w U) Lh 0 M r M r O N L 0 U w W I- I- Z Q ui V �" WZ< Vgoo LLI •- m�o z�m� LL (A ; z o °�o a. _ F- oC 0 0 U U. <.6 Wz F" W0 �zU) m. W �oOC oQ Z u -� W� o -Q �o 0z 2 Qa � N LLJ z A• m Lu LiJ _W C!7 [u— CL �a PROFESSIONAL SE�li�4a�c"®�d� ®cd" EES! B. E� ti i� 46 `N ;.' E OF . '• -6'• .....�...:� 1 r� Stephen'B. Mon, P. E. Florida License #60046 PROJECT NO: PSA2013-25 REVISIONS: MARK I DATE DESCRIPTION ISSUE DATE: 2 a. 0 M N N Cl) r 0 a co 7-30-2013 E- 100 ELECTRICAL PLAN M r iY Q U O w Y FL U a w Y Q w J 0 Z 2 w LO 0 M tn w U g O_ Q w J 0 Z 2 w rn Ln O M r M O N 8 0 Ail A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: 1352) 874-2340 ■ FAX: (877) 680.7183 www.powelistudoarch.com AA# 26002236 ® COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSU LTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-angineers.com COA#15 TLC NO. 513075 0 Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: uj uj Wz V ui -�� �5_� Z. j LL y oQo c Q. �F"� 000 .J Liu. Q 6 Lu z W-1-0 W U) �z m�W �0 oQ J z� CL O wO++ M N W a IL — wZ�,w�o� _ °' = uj Wo �a PROFESSIONAL SF;�o u m a q�j, . C0 iK W OF : Lu Z • g"S P� �' tr •' a �S10t�Pi°®°°R Stephen 9.NO, P.E. Florida License #60046 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: 7-30-2013 E-200 ONELINE DIAGRAM & PANEL SCHEDULE P0WELL 5TUD10 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT'FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudloarch.com AA# 26002236 ® COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: Q w F - z Lu (m) 0) V .� Z �o •— J Ca M w •J Z Q � W L� M 3:� 101 _o 0 U. IO 0 LL Z R M J U O J w Y U w Y LU O Z 2 w fl0 M LO LU U Y a w J O _Z 2 w LO 0 M r M r O 'S m U LLI 2 FM Zcm uj N O rL Jar PROFESSIONAL SEAL: w t IIII0II00 .O 4 6 �� '� • STATE O Cc . � �rIM1i. 1 d 1t. • ,,C1, ,o> -0-A Ste hent' : t, "' Stephe r��tton; P.E: Florida License #60046 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE I DESCRIPTION ISSUE DATE: 7-30-2013 E-300 ELECTRICAL DETAILS A B 111 #8 BARE GROUNI APPROVI GROUND CLAMP PIPE SLEI p"007COPPERWELD DRIVEN GROUND ROD 2 ""^"^" "^"" lhl TALLED PER TEMPLATE )NCRETE BASE RADE 30" 18" ,EWAYS AS REQUIRED HOOP BARS T RJALU V 1-" 1 . Y„ RS 30" 3 TWIST ALL LEADS TOGETHER (AS MANY TURNS AS PRACTICAL) AND TIE WRAP BREAKER FEEDING SURGE SUPPRESSOR (TYP) )PTIONAL TVSS )EVICE LOCATIONS CAT B3 OR C1 AS VDICATED ON )RAWINGS) NEUTRAL BUS CONNECTION PANELBOARD • . • 0 0 0 0 D D 4 5 #310 AWG COPPER TO BUILDING STEEL --- - 20" - ---M ff FOT - INSULATOR MOUNTING BRACKET (TYP.) TYPICAL SPD DEVICE CPI 10622-000 101 LOCATIONS (CAT C3 OR AS INDICATED ON DRAWINGS) O O O O O O ® ® O —TWIST ALL LEADS TOGETHER (AS MANY TURNS ASO O O ® O O O O O O O PRACTICAL) AND TIEIE WRAP '� 0 0 0 0 0 0 0 0 0 '— BREAKER FEEDING SURGE SUPPRESSOR NEUTRAL BUS CONNECTION SERVICE ENTRANCE OR DISTRIBUTION PANEL NOTE: MOUNT TVSS DEVICE INA LOCATION TO MAINTAIN ALL LEADS AS SHORT AS POSSIBLE. (18" MAX.) PARKING LOT - POLE BASE DETAIL 6 1 SPD EXTERIOR MOUNT INSTALLATION No Scale No Scale CPI 10622-020 OR EQUAL CPI 10622-020 OR EQUALL L DOUBLE LUG (TYP) PROVIDE # 6 COPPER CABLE DOUBLE LUG CLAMP FOR CABLE CONNECTION DIV 26. (1) TO EACH RACK PLUS ONE TO PHONE SWITCH ENTRANCE PROTECTOR. FRONT VIEW GROUND BUS BAR �Jy L INSULATOR ISOMETRIC ELEVATION 5 1 GROUND BAR DETAIL No Scale Mo QH00,Tremco Inc., 2628 Pearl Road, Medina, Ohio 44256 www.tremcofirestop.com (Drawing Ilut (a scale) STANDOFF BRACKET CPI 10622-000 0 #3/0 AWG COPPER CABLE TO MAIN SERVICE GROUND POST. INSULATOR (TYP) 11 1 and 2 Hour Fire Rated Through 2 and 4 Hour Fire Rated Through 1. Floor or Wall Assembly - Reinforced lightweight or normal weight (100-150 pcf (1600-2400 kg/cu meter)) concrete as specified in the Table in Item 4 Penetration Firestop for Single LSA ARCHITECTURE I INTERIOR DESIGN Penetration Firestop for Single ` \ Metal Pipe throughw7 Gypsum Wall Assemblies LLJJ LL��tt�� ,. , .N Metal Pipe through Concrete Floors or Walls using TREMstop IA. Tremco Inc., 2628 IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER using FYRE-SIL. 0 WALL ASSEMBLY - THE 1, 2, 3, OR 4 HOUR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE Pearl Road, Medina, ENGINEERING s ,Ohio System No. W -L-1158 December 7, 2001 44256 www.tremcofirestop.com s y ;. t e to System Na 1064 March 16, 2004 WI.,115 8 F Ratings - 1 and 2 Hr. (See Item 1) T Rating - 0 Hr. 2. Steel Sleeve (Optional) - Nom 32 in. (813 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe sleeve cast or grouted into floor or wall assembly, CAJ 1064 F Ratings _ 2, 3 & 4 (See Item 4) T Rating - 0 Hr. flush with both surfaces of floor or wall. Steel sleeve may be used in 2 and 3 hr F Rated systems only. 3. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe, conduit LRating atAmbient - Less Than ICFM/sq.ft. (Dr(jwing not to scale) or tubing to be rigidly supported on both sides of floor or wall assembly. See Table in Item 4 for sizes of penetrants A, B, D and E that may be used. See O PERMITTED IN THE FIRESTOP SYSTEM. CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH CPI 10622-020 OR EQUAL CPI 10622-020 OR EQUALL L DOUBLE LUG (TYP) PROVIDE # 6 COPPER CABLE DOUBLE LUG CLAMP FOR CABLE CONNECTION DIV 26. (1) TO EACH RACK PLUS ONE TO PHONE SWITCH ENTRANCE PROTECTOR. FRONT VIEW GROUND BUS BAR �Jy L INSULATOR ISOMETRIC ELEVATION 5 1 GROUND BAR DETAIL No Scale Mo QH00,Tremco Inc., 2628 Pearl Road, Medina, Ohio 44256 www.tremcofirestop.com (Drawing Ilut (a scale) STANDOFF BRACKET CPI 10622-000 0 #3/0 AWG COPPER CABLE TO MAIN SERVICE GROUND POST. INSULATOR (TYP) 11 2 3 4 5 2 B 1. Floor or Wall Assembly - Reinforced lightweight or normal weight (100-150 pcf (1600-2400 kg/cu meter)) concrete as specified in the Table in Item 4 NOTES: V LSA ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877( 680-7183 below. Floor may also be constructed of any UL Classified hollow -core Precast Concrete Units*. Wall may also be constructed of any UL Classified © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER Concrete Blocks*. Max diam of sleeved opening is 32 in. (813 mm). Max diam of sleeved opening in floors constructed of hollow -core precast concrete 0 WALL ASSEMBLY - THE 1, 2, 3, OR 4 HOUR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSULTANT: ENGINEERING units is 7 in. (178 mm) CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES Cocoa, Florida 32922 PH: 321.636.0274 See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers. WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY. ',r c: 110N A -A 2. Steel Sleeve (Optional) - Nom 32 in. (813 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe sleeve cast or grouted into floor or wall assembly, © Copyright 2013 TLC Engineering for Architecture, Inc. flush with both surfaces of floor or wall. Steel sleeve may be used in 2 and 3 hr F Rated systems only. 3. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe, conduit CONDUIT- NOM 4" DIA OR SMALLER STEEL ELECTRICAL METALLIC TUBING. A MAX OF ONE CONDUIT IS or tubing to be rigidly supported on both sides of floor or wall assembly. See Table in Item 4 for sizes of penetrants A, B, D and E that may be used. See O PERMITTED IN THE FIRESTOP SYSTEM. CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH 1. Wall Assembly The 1 or 2 hour fire -rated gypsum board stud wall assembly shall be constructed of the materials and in the manner specified in the Item 3C below for size of conduit that may be used. The annular space shall be as specified in Table in Item 4 below. The following types and sizes of AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. individual U300,U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction metallic pipes, conduits or tubing may be used: features: A. Steel Pipe - Schedule 10 (or heavier) steel pipe. FILL VOID OR CAVITY MATERIAL - CAULK FILL MATERIAL BEARING THE UL CLASSIFICATION MARKING A. Studs Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber B. Iron Pipe - Cast or ductile iron pipe.3O INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC. C. Conduit - Nom 4 in. (102 nun) diam (or smaller) steel electrical metallic tubing or nom 6 in. (152 mm) diam (or smaller) steel conduit. AND WITH A MIN 1/4" DIAM BEAD OF CAULK APPLIED TO PERIMETER OF CONDUIT AT ITS EGRESS FROM THE B. Gypsum Board* One or two layers of nom 1/2 or 5/8 in. (13 or 16 mm) thick gypsum board as specified in the individual Wall and Partition D. Copper Tubing - Type L (or heavier) copper tubing. WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF Design. Max diam of opening is 15-1/8 in. (384 mm). E. Copper Pipe - Regular (or heavier) copper pipe. THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. IA. Steel Sleeve - (Optional. Not shown.) Cylindrical sleeve fabricated from min 0.013 in. (0.330 mm) thick (No. 30 gauge) to max 0.056 in. (1.42 4. Firestop System - The F Rating of the system is dependent upon the type of concrete, thickness of concrete, annular space, fill and packing material IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS mm) (No. 16 gauge) galv steel sheet and having a min 1 in. (25 mm) lap along the longitudinal seam. Length of sleeve flush with both walls. Sleeve to thickness, packing material density and penetrant size as shown in the Table below: DEPENDENT UPON THE TYPE OR SIZE THE CONDUIT AND THE HOURLY FIRE RATING OF THE WALL be installed by coiling the sheet metal to a diem smaller than the through opening, inserting the coil through the opening and releasing the coil to let it F stating hr Mtn Thick concrete Annular space Min Thick Packing Mil Min Density Packing Md Min Thick Fill Mil Penetrant Sia Dian (or Smaller) S ASSEMBLY IN WHICH IT IS INSTALLED, AAS TABULATED BELOW: uncoil against the circular cutouts in the gypsum board layers. In. (mm) In. (mn) In. (mm) pcf (W- meter) In. (mm) In (mm) a. Q O 2. Through Penetrants One metallic pipe, tubing or conduit to be installed either concentrically or eccentrically within the firestop system. Pipe, D, E (Copper) A, B, C tubing or conduit to be rigidly supported on both sides of wall assembly. The pipe, tubing or conduit may be installed at an angle not greater than 45 (Steel, Iron) 0 0 W degrees from the perpendicular. The annular space shall be min 0 (point contact) in. to max 1-7/8 in. (48 mm). The following types and sizes of 2 4-12 (114) '/2 to 3-3/8 (13 to 86) 3-112(89) 6 (96) %, (13) 4 (102) 16 (406) MAX CONDUIT ANNULAR SPACE, F RATING, HR. T RATING, HR. metallic pipe tubing or conduit may be used: 2 5-1/2(140) 0 to 1-7/8 (0 to 48) 5 (127) 4 (64) V. (13) 4 (1 M) l6 (406) 3 4-1/2(114) %n to 3-3/8 (13 to 86) 3-1/2(89) 6 (96) %, (13) 4 (102) 8 (203) DIAM, IN. IN. A. Steel Pipe Nom 12 in. (305 num) diam (or smaller) Schedule 10 (or heavier) steel pipe. 3 4-1/2(114) 0 to 2-1/8 (0 to 54) 4-19(108) 4 (64) 'h (6) 6 (152) 30 (762) B. Iron Pipe Nom 12 in. (305 mm) diam (or smaller) cast or ductile iron pipe. 4 5-1/2(140) 0 to 1-7/8 (0 to 48) 5 (127) 4 (64) V. (13) 4 (102) 8 (203) 1 0 TO 3/16 1 OR 2 0, 1 OR 2 C. Conduit Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or nom 6 in. diem (or smaller) steel conduit. 1 1/4 TO 1/2 3 OR 4 3 OR 4 D. Copper Tubing Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. Packing Material - Min 3-1/2, 4-1/4 or 5 in. (89, 108 or 127 mm) thickness of min 4.0 or 6.0 pcf (64 or 96 kg/cu meter) mineral wool batt insulation 4 0 TO 1-12 1 OR 2 0 E. Copper Pipe Nom 4 in. (102 nun) diam (or smaller) Regular (or heavier) copper pipe. firmly packed into opening as a permanent form as specified in the Table above. Packing material to be recessed from top surface of floor or from both 6 1/4 TO 12 3 OR 4 0 3. Firestop System The firestop system shall consist of the following: surfaces of wall as required to accommodate the required thickness of fill material. 12 3116 TO 3/8 1 OR 2 0 A. Packing Material (Optional) - Foam backer rod firmly packed into the opening as a permanent form. Packing material to be recessed from both B. Fill, Void or Cavity Material* - Caulk - Min iV4 or 1/2 in. (6 or 13 mm) thickness of fill material as specified in the Table above applied within the surfaces of wall as required to accommodate the required thickness of fill material. annulus, flush with top surface of floor or with both surfaces of wall. At the point contact location between pipe and concrete or sleeve, a min 1/2 in. (13 B. Fill, Void or Cavity Material* - (Caulk) Min 1/2 in. (13 mm) thickness of fill material applied within the annulus, flush with both surfaces of mm) diam bead of fill material shall be applied. wall. When annular space exceeds 1/2 in. (13 mm), the min thickness of fill material is 5/8 in. (16 nun). Additional fill material to be installed such TREMCO INC - Fyre-Sil (floors or walls) and Fyre-Sil S.L. (floors) that a min 3/8 in. (10 num) crown is applied at the pipe/wall interface at the point contact location. *Bearing the UL Classification Mark DATE TREMCO INC - TREMstop Intumescent Acrylic ISSUE DATE: 7-30-2013 *Bearing the UL Classification Mark E-301 Reproduced courtesy of (Inderwirters Laboratories, Inc (UU CUL) Reproduced courtesy of Underwirters Laboratories, Inc (UL✓CUL) FIRE SAFING DETAIL 3 FIRE SAFING DETAIL 2 CONDUIT PENETRATION OF FIREWALL No Scale No Scale UL SYSTEM NO. W L-1001 2 3 4 5 2 WELL" STU0110 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877( 680-7183 www. powellstud oorch.corn AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: Uj Q LLI 0 WC Z< V V� D � LU _ Z CD M 0 • J LL Zao oa v TWO J LL f+ QUWF-�°�Z AMA WLu3Z� OCU) o COQ Zv a. Q O o Qa CNJ 0 0 W = Uj Wo 300 � CO I PROFESSIONAL �I AE'f, l ¢ t t j ° 9e y , B. �. Q'�•'�ENS,C,��- e N 46 TE OF Stephen B. Cotton, P.E. Florida License #60046 PROJECT NO: PSA2013-25 REVISIONS: DESCRIPTION MARK DATE ISSUE DATE: 7-30-2013 E-301 ELECTRICAL DETAILS i 1.1 C I M a M 77 Go 0 Cl) M 04 a 2 2 3 3 4 61G15-32 FAC - FIRE SPRINKLER DOCUMENT COMPLIANCE NOTES 61G15-32.003 (1) (2) (5) (1) SCOPE OF WORK: PROVIDE NEW AUTOMATIC WET -PIPE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13 2007 EDITION. ALL SPRINKLER HEADS SHALL BE QUICK RESPONSIVE UPRIGHT TYPE. BUILDING CONTAINS BOTH LIGHT HAZARD AND ORDINARY HAZARD GROUP 1 OCCUPANCIES AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL USE EXTRAPOLATED FLOW DATA WHEN PERFORMING HYDRAULIC CALCULATIONS. (2) ACCEPTANCE TEST CRITERIA: FIRE SPRINKLER SYSTEM SHALL BE DESIGNED PER NFPA 13, 2007 EDITION AND SHALL COMPLY WITH THE LOCAL FIRE MARSHAL AND ALL AUTHORITIES HAVING JURISDICTION. THE ACCEPTANCE TESTING OF THE FIRE SPRINKLER SYSTEM AND IT'S COMPONENTS SHALL CONSIST OF ALL APPLICABLE ITEMS SHOWN ON THESE TWO FORMS, NFPA 13, 2007 EDITION, CHAPTER 10 (FIG. 16.1) CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR ABOVE GROUND PIPING. SEE NFPA 13, 2007 EDITION CHAPTER 24 FOR SYSTEM ACCEPTANCE AND CHAPTER 26 FOR INSPT TESTING AND MAINTENANCE. A. CHAPTER 24. SYSTEM ACCEPTANCE B. 24.1 APPROVAL OF SPRINKLER SYSTEM C. 24.2 ACCEPTANCE REQUIREMENTS D. 24.3 CI 16.4 INSTRUCTION E. 24.4 INSTRUCTION F. 25.5 HYDRAULIC DESIGN INFORMATION SIGNS G.10.8.3.2.3 CONTRACTORS MATERIAL & TEST CERTIFICATE FOR UNDERGROUND PIPING (5) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS: THE STRUCTURAL ENGINEER OF RECORD HAS ADVISED THE UNDERSIGNED THAT THERE IS A MIN, 5 PSF DEAD LOAD ALLOWANCE FOR MEP ITEMS RUNNING IN THE CEILING OF THE STRUCTURE. THIS ALLOWANCE IS MORE THAN SUFFICIENT FOR THE MAINS AND BRANCH PIPING, INCLUDING OTHER ITEMS RUNNING IN THE CEILING OF THE STRUCTURE. 61G15-32.004 (2) (A -J) A. POINT OF SERVICE: THE POINT OF SERVICE, INCLUDING A FIRE DEPARTMENT CONNECTION, IS LOCATED ON CIVIL SHEET. B. APPLICABLE NFPA STANDARDS TO BE APPLIED: FLORIDA BUILDING CODE 2010 EDITION FLORIDA FIRE PREVENTION CODE 2010 EDITION NFPA 13, 2007 EDITION, INSTALLATION OF SPRINKLER SYSTEMS NFPA 14, 2007 EDITION, INSTALLATION OF STANDPIPES NFPA 24, 2007 EDITION, INSTALLATION OF FIRE SERVICE MAINS NFPA 25, 2008 EDITION, INSPECTION, TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEM. C. CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA: LIGHT HAZARD: RESIDENTIAL, LOBBY, CORRIDORS, MEETING ROOMS, OFFICES, PATIENT ROOMS, RESTROOMS. ORDINARY HAZARD GROUP 1: STORAGE ROOMS, MECHANICAL ROOMS, JANITORS CLOSETS. D. DESIGN APPROACH: SPRINKLER SYSTEM TO EXTEND INTO ALL AREAS IN ACCORDANCE WITH NFPA 13 U.L. LIGHT HAZARD OR AS NOTED. LISTED AND APPROVED SIDEWALL (5.40 K -FACTOR) AND PENDENT (5.30 K -FACTOR) SPRINKLER HEADS TO BE PROVIDED. HEADS SHALL BE RATED AT 155 DEGREES F. LIGHT HAZARD: SYSTEM TYPE:WET PIPED AUTOMATIC SPRINKLER SYSTEM, USING STEEL SUPPLY PIPING TO NEW QUICK RESPONSE, STANDARD SPRAY UPRIGHT, SEMIRECESSED PENDENT OR SIDEWALL HEAD. K -FACTOR- 5.6, 8.0,11.4 OR 14.0 (EXTENDED COVERAGE SPRINKLER HEADS ARE ACCEPTABLE). DENSITY: 0.10 GPM/SQ. FT. AREA OF OPERATION:900 SQ. FT. MIN. AND 1500 SQ. FT. MAX. (DESIGN AREA REDUCTION MAY ONLY BE USED IF CEILING HEIGHT AND AREA CLASSIFICATION PERMITS PER NFPA 13 2007 EDITION). HEAD TEMPERATURE RATING:155 DEGREES F. SPACING: 225 SQ. FT. MAX. PER SPRINKLER HEAD OR BY MANUFACTURER LITERATURE. HOSE ALLOWANCE: 100 GPM. ORDINARY HAZARD GROUP 1: SYSTEM TYPE:WET PIPE AUTOMATIC SPRINKLER SYSTEM, USING STEEL SUPPLY PIPING TO NEW STANDARD QUICK RESPONSE SPRAY UPRIGHT, SEMI -RECESSED PENDENT, OR SIDEWALL HEADS. K -FACTOR- 5.6, 8.0,11.4, OR 14.0 (EXTENDED COVERAGE SPRINKLER HEADS ARE ACCEPTABLE). DENSITY: 0.15 GPM/SQ.FT. AREA OF OPERATION:900 SQ FT MIN AND 1500 SQ FT MAX (DESIGN AREA REDUCTION MAY ONLY BE USED IF CEILING HEIGHT AND AREA CLASSIFICATION PERMITS PER NFPA 13 2007 EDITION). HEAD TEMPERATURE RATING:155 DEGREES F. PACING: 130 SQ. FT. MAX. PER SPRINKLER HEAD OR BY MANUFACTURER LITERATURE. HOSE ALLOWANCE:250 GPM. HYDRAULIC CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH 11.2.3, NFPA 13 AND IN STRICT ACCORDANCE WITH SPRINKLER HEAD LISTING. E. CHARACTERISTICS OF THE WATER SUPPLY TO BE USED: REFER TO SHEET FP -0.1 AND CIVIL DRAWINGS FOR WATER MAINS AND LOCATIONS. A CURRENT HYDRANT FLOW TEST SHALL BE PERFORMED AND VERIFIED PRIOR TO PRODUCTION OF LAYOUT DOCUMENTS. F. FLOW TEST DATA: NEW HYDRAN T IS TO BE INSTALLED, CONTRACTOR TO SUPPLY FLOWTEST. G. VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER: THE FIRE SPRINKLER RISER FOR THIS BUILDING WILL BE EQUIPPED WITH A WATER FLOW SWITCH WITH A LOCAL ALARM BELL AND FIRE ALARM PANEL. H. MICROBIAL INDUCED CORROSION (MIC): THE LOCAL WATER PURVEYOR IS REQUESTED TO ADVISE THE ENGINEER OF RECORD IF CONDITIONS EXIST IN THEIR WATER SUPPLY THAT COULD LEAD TO MIC SO THAT THE ENGINEER CAN DESIGN CORRECTIVE MEASURES. I. BACKFLOW PREVENTION AND METERING SPECIFICATIONS: THE BACKFLOW PREVENTION DEVICE ASSEMBLY AND METERING EQUIPMENT WILL MEET THE REQUIREMENTS OF THE LOCAL WATER PURVEYOR. J. QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL INTERIOR FIRE PROTECTION COMPONENTS: ALL NEW INTERIOR FIRE PROTECTION EQUIPMENT EQUIPMENT SHALL BE UL LISTED AND FM APPROVED. 611315-30 FAC - DELEGATED ENGINEER COMPLIANCE NOTE THE FIRE PROTECTION SYSTEM DESIGN FOR THIS PROJECT SHALL BE IN FULL ACCORDANCE WITH THE PROVISIONS OF THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 61 G15-30 AS IT PERTAINS TO "DELEGATED ENGINEER", THE FIRE PROTECTION CONTRACTOR SHALL PROCURE THE SERVICES OF A FLORIDA REGISTERED ENGINEER WHO WILL ACT AS THE DELEGATED ENGINEER FOR THE FIRE PROTECTION SYSTEM DESIGN BASED ON THE DESIGN INTENT OF THE CONTRACT DOCUMENTS. THE DELEGATED ENGINEER WILL BECOME THE "ENGINEER OF RECORD" FOR THIS PORTION (FIRE PROTECTION SYSTEM) OF THE ENGINEERING PROJECT. THE DELEGATE ENGINEER SHALL CONFORM TO ALL REQUIREMENTS SET FORTH IN THE FLORIDA ADMINISTRATIVE CODE, 61 G15-30.006 "DELEGATED ENGINEER'S RESPONSIBILITY". ALL FINAL DELEGATED ENGINEERING DOCUMENTS REQUIRE THE IMPRESSED SEAL AND SIGNATURE OF THE DELEGATED ENGINEER. 4 GENERAL NOTES 1. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13, 14, 24, 25 AND ALL APPLICABLE STATE CODES. 2. FINAL INSPECTION AND APPROVAL BY LOCAL FIRE MARSHAL AND ARCHITECT/ENGINEER. 3. SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND LOCAL FIRE MARSHAL AND SHALL BE APPROVED PRIOR TO ANY INSTALLATION. 4. PIPE ROUTING SHOWN IS SCHEMATIC ONLY. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE ANY ADDITIONAL OFFSETS REQUIRED FOR PROPER INSTALLATION AND COORDINATION WITH OTHER TRADES. 5. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGH AS POSSIBLE TO ALLOW THE OWNER MAXIMUM USE OF THE SPACE. 6. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING DESCRIPTIONS AND HEIGHTS. 7. SPRINKLERS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES AND CEILING SYSTEMS. SPACING OF SPRINKLERS SHALL BE IN ACCORDANCE WITH NFPA 13 AND THE LISTING OF THE SPRINKLER. 8. SPRINKLER LOCATIONS SHALL BE CENTERED IN THE TILE. PROVIDE ARMOVER OR SWING JOINT AS REQUIRED. 9. SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL BE INSTALLED WITH DEFLECTOR 1" BELOW THE BOTTOM OF THE BEAM (MAXIMUM 22" BELOW ROOF DECK). EXPOSED BAR JOISTS THAT HAVE SPRAY -ON FIRE PROOFING THAT MAKES THE JOIST SOLID SHALL BE TREATED LIKE A BEAM WITH THE SPRINKLERS 1" BELOW THE BOTTOM OF THE FIRE PROOFING. 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. 11. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON -ACCESSIBLE CEILINGS AND CHASES. 12. PROVIDE A PERMANENTLY ATTACHED NAME TAG TO THE RISER STATING THE REQUIRED DESIGN CRITERIA FOR EACH HYDRAULICALLY -DESIGNED SYSTEM. 13. PROVIDE SPRINKLERS UNDERNEATH ALL EXPOSED DUCTWORK WHICH IS OVER 48" WIDE AND SPACE HEADS AROUND ALL OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13. HEADS UNDER DUCTS ARE NOT INDICATED ON THE DRAWINGS BUT ARE REQUIRED AND SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13. SPRINKLER LOCATIONS UNDER DUCTWORK AND AROUND OBSTRUCTIONS SHALL BE GOVERNED BY FINAL INSTALLED LOCATIONS. 14. PROVIDE SPRINKLERS AT THE TOP AND BOTTOM OF ALL STAIRWELLS AND AT THE LANDING OF EACH FLOOR THAT OPENS INTO MORE THAN ONE FIRE ZONE. 15. PROVIDE SPRINKLER GUARDS ON ALL HEADS IN ELECTRIC ROOMS, TELEPHONE ROOMS, AND ON ANY HEADS LESS THAN T-0" ABOVE THE FLOOR. 16. IF SYSTEM PRESSURE EXCEEDS 100 PSI, ALL HANGERS ON END HEADS IN PENDANT POSITION SHALL BE WITHIN 12" OF END OF LINE IN ACCORDANCE WITH NFPA 13. 17. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER ELECTRICAL SHALL BE REROUTED AT NO ADDITIONAL COST. 18. WET BULK SUPPLY MAINS AND HOSE SUPPLY MAINS EXPOSED TO THE WEATHER SHALL BE INSULATED AND PROVIDED WITH AN ALUMINUM JACKET. 19. CONTRACTOR TO PROVIDE ANEW FLOW TEST PRIOR TO PERFORMING HYDRAULIC CALCULATIONS. FIRE PROTECTION LEGEND SYMBOL DESCRIPTION OR CONTROL VALVE W/TAMPER SWITCH N CHECK VALVE a O FLOW SWITCH %Z FDC FIRE DEPARTMENT CONNECTION aa PIV POST INDICATOR VALVE W/TAMPER SWITCH = FVC FIRE VALVE CABINET (&W FDVV STANDPIPE WITH FIRE DEPARTMENT VALVE ®--O-E' SPRINKLER AND DRAIN RISER {-} BACKFLOW PREVENTOR W/TAMPER SWITCHES 4K 0 14 ROOF MANIFOLD O HYDRAULIC REFERENCE NODE NEW SPRINKLER PIPING F.C. I- FLUSHING CONNECTION EXISTING V UPRIGHT SPRINKLER Al -REVISION REFERENCE QDETAIL REFERENCE: TOP -DETAIL#, BOTTOM -DRAWING# SHOWN ON NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT FIRE SPRINKLER LEGEND SYMBOL I ORF I TEMP RESPONSE K FAC I FINISH I MODEL STYLE I PLATE W MFG 5 155° QUICK 5.62 CHROME F1FR RECESSED WHITE RELIABLE ® 135° QUICK 5.5 CHROME F4FR CONCEALED WHITE RELIABLE ® 1550 QUICK 5.7 CHROME F3QR DRY PENDENT WHITE RELIABLE 0 155° QUICK 5.62 BRASS F1FR UPRIGHT NONE RELIABLE 0 L 155° QUICK 5.62 BRASS F1FR UPRIGHT HD/GD - RELIABLE d 155° QUICK 5.62 CHROME F1FR HOR. SIDEWALL WHITE RELIABLE 135° QUICK 8.0 CHROME F1FR EXT COV HOR SW WHITE RELIABLE ® 2860 QUICK 5.62 BRASS F1FR HOR. SIDEWALL HDIGD RELIABLE �+ Q LUz�° _6 LU W U)�mzca M o �Q o z W °'O a Q C 1.� d± Z �. Q CL N �°W� C CL Co z 4=WLLI WCL loom C0 CL 5 P0UJr:L L 5TU010 A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 • FAX: (877) 680-7183 www.powellstudioarch.com AA# 26002236 C COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 ©Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: LU 1111111z Lu Z V .= Lu �-a VW j zmm° O. Z OU. a Q v TWO �+ Q LUz�° _6 LU W U)�mzca M o �Q o z W °'O a Q C 1.� d± Z �. Q CL N �°W� C CL Co z 4=WLLI WCL loom C0 CL �a�� PROFESSIONAL SEAL: 9G. �®PC� "r,ENS�..iL ®� No 60105 rk -0 j STATE OF ,` (U . '^ , z SS7 ON 1\a 2013 oA III111 Jim Mullen, P.E� Florida License #60195 PROJECT NO: PSA2013-25 REVISIONS: DESCRIPTION MARK DATE ISSUE DATE: 7-30-2013 FP -00 I FIRE PROTECTION LEGEND AND NOTES M m U ai rn H z W 0 CL w Y U Q a H W Y Q J 0 z w 2 r` 0 M In w c m E a 0 9 r M 3 a� ai rn 0 m 121) 0 (A D A 2 a M 77 co 0 Cl) s 04 N 0LUELL5TU010 A R C -H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powelistudloorch.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 ©Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: Uj IMMIIIIIIIIIIIIIIIIIIIN z Q Uj WrZ -a .r Z im 0 .J U. Z G p W o o� o J 1`�� Q° Lu �'- M3:Z Cl LUQ = z U) www o OQ Z CL O C � 4) 2 Qa ri+ UjO'N *010o Z = W w W���_ �Sa PROFESSIONAL SE�0111 111 � rrrt f ��` ��S 4U< , • �P°•��G � N S�c••�L'' b •� v No 60105 � ° STATE CSF ° �✓" d •- J "72 2013 °°°sS;ame�ee�tJ�'� 2 2 20 Jim Mullen, P.E. Florida License #60195 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: 7-30-2013 F -P- 100 FIRE PROTECTION PLAN PC LUEEEL.L. STUDID A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT. FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudioarch.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, I.I.C. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 0 Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: .__ Z foo Amo •JLC. Z:G TWO `ALL Z -5Z(j) A k F Z w U CL w Y U Q a w Y Q J O Z w 2 r, 0 M r Ln C E a 0 1✓ M 3 m ai o>' 0 0 um N N N D 7 2 CL sr T 00 O Cn M r O a N M G N !i+ O w PROFESSIONAL SEAL: %0111.1111111®® Ai(.14�'`_:� o® d� ••�G E N s'• �� �®. NO 60195 vim;• :fix STATE Of= a S OR1 .• 1110 Jim Mullen, P.E. ®111111 Florida License #60195 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: 7-30-201 001 3 M— MECHANICAL ROOF PLAN in I C N 2 a W r 60 0 0 "a N CO CLEANOUTS GENERAL(ALL FLOOR CLEANOUTS): DURO-COATED CAST IRON CLEANOUT WITH MEMBRANE FLANGE WITH CADMIUM PLATED CAST IRON COUNTERSUNK PLUG. CLEANOUT CAN BE ADJUSTED TO FINISH FLOOR LEVEL AFTER CONCRETE HAS SET. EXTERIOR: HEAVY DUTY ROUND SCORIATED NICKEL BRONZE TOP. PROVIDE WITH 18" X 4" THICK CONCRETE COLLAR, SEE DETAIL. PLUG: DURA -COATED CAST IRON FERRULE AND CADMIUM PLATED CAST IRON COUNTERSUNK PLUG. BASIS OF DESIGN FLOOR - ZURN - ZN-1405 CARPETED FLOOR - ZURN - ZN-1405-4 TILE FLOOR - ZURN - ZN-1405-4 EXTERIOR FLOOR - ZURN - ZN-1406 WALL - ZURN -1445-4 PLUG - ZURN - Z-1440 ® HOSE BIBB EXPOSED BRASS HOSE BIBB, VACUUM BREAKER BACKFLOW PREVENTER, 314" FEMALE PIPE THREAD CONNECTION AND WHEEL HANDLE. BASIS OF DESIGN WOODFORD 24-314" 18"x18"x4" THICK CONCRETE COLLAR IN AREAS W/NO SLAB COMBINATION WYE & 118TH BEND EXTERIOR CLEANOUT No Scale --SCORIATED CLEANOUT COVER (ZURN - Z-1406) - CLEANOUT PLUG 2 2 2 3 PLUMBING SPECIFICATION GENERAL A. PROVIDE LABOR AND MATERIALS TO PROVIDE A COMPLETE AND OPERATIONAL PLUMBING SYSTEM AS INDICATED. DRAWING PACKAGE BY MECHANICAL AND ELECTRICAL ENGINEERS SHALL BE CONSIDERED PART OF THESE PROJECT DOCUMENTS. B. ALL WORK SHALL COMPLY WITH THE RULES AND REGULATIONS AS STATED BELOW: 2010 FLORIDA BUILDING CODE: PLUMBING LOCAL AUTHORITY HAVING JURISDICTION INSTALLATION NOTES A. PENETRATIONS, CUTTING AND PATCHING. SEAL ALL PIPING AND CONDUIT PENETRATIONS OFWALLS AND FLOORS. PIPING PENETRATIONS OF RATED WALLS AND FLOORS SHALL BE SEALED WITH FIRESTOPPING MATERIAL. HANGERS AND SUPPORTS A. INSTALL HANGERS, SUPPORTS, CLAMPS, AND ATTACHMENTS AS REQUIRED TO PROPERLY SUPPORT PIPING AND DUCTWORK TO BUILDING STRUCTURE. B. INSTALL SUPPORTS IN COMPLIANCE WITH MSS SP -69 AND FACTORY FABRICATED IN ACCORDANCE WITH MSS SP -58. ALL COMPONENTS SHALL INCLUDE GALVANIZED COATINGS WHERE INSTALLED FOR PIPING AND EQUIPMENT THAT WILL NOT HAVE A FIELD APPLIED FINISH. THERMAL INSULATION A. ALL INSULATION AND ADHESIVES SHALL HAVE A COMPOSITE FIRE AND SMOKE HAZARD RATING AS TESTED BY PROCEDURE ASTM E84, NFPA 255, AND UL 723 NOT EXCEEDING A FLAME SPREAD RATING OF 25 AND A SMOKE DEVELOPED RATING OF 50. B. INSULATE ALL COLD AND HOT WATER PIPES AND CONDENSATE DRAIN LINES WITH A MINIMUM OF 3/4" THICK FLEXIBLE FOAMED PLASTIC UNICELLULAR TUBE INSULATION. INSULATION SHALL BE SLIPPED ONTO THE PIPE BEFORE FINAL JOINING. PAINT INSULATION WHERE EXPOSED. C. ALL PIPE INSULATION SHALL BE APPLIED TO PIPING WITH ALL JOINTS TIGHTLY FITTED TO ELIMINATE VOIDS. ALL JOINTS MUST BE SEALED WITH THE MANUFACTURER'S RECOMMENDED SEALANT. PLUMBING EQUIPMENT A. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. INSTALL UNITS LEVEL AND PLUMB, FIRMLY ANCHORED IN LOCATIONS INDICATED, MAINTAIN MANUFACTURER'S CLEARANCES. DOMESTIC WATER PIPING A. PROVIDE COPPER TYPE "K" PIPING AND FITTINGS BELOW SLAB. "LEAD FREE SOLDERED JOINTS" B. PROVIDE COPPER TYPE "L" PIPING AND FITTINGS ABOVE SLAB. "LEAD FREE SOLDERED JOINTS" C. CPVC TUBING SYSTEM: ASTM D 2846/D 2846M, SDR 11, TUBE AND SOCKET FITTINGS. SANITARY SEWER AND VENTS A. PROVIDE HUB AND SPIGOT CAST IRON SOIL PIPE AND FITTINGS BELOW SLAB, HUBLESS PIPING COUPLING AND COUPLED JOINTS. B. PROVIDE HUBLESS CAST IRON SOIL PIPE AND FITTINGS ABOVE SLAB, HUBLESS PIPING COUPLING AND COUPLED JOINTS. C. PROVIDE POLYVINYL CHLORIDE (PVC) SCHEDULE 40 PLASTIC PIPE (TYPE DWV) IN CONFORMANCE WITH STANDARD ASTM D2665. D. PROVIDE COPPER DWV TUBING FOR ALL EXPOSED WASTE PIPING PER STANDARD ASTM B75. PAINT SILVER. GAS PIPING A. FURNISH AND INSTALL GAS PIPING SYSTEM. B. GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A-53, WITH MALLEABLE THREADED FITTINGS. C. CORRUGATED STAINLESS STEEL TUBING IS AN ACCEPTABLE SUBSTITUTION IF THE TUBING IS CSA INTERNATIONAL CERTIFIED WITH MECHANICAL ATTACHMENT AUTOFLARE FITTINGS THAT CONFORM TO THE LATEST ANSI STANDARDS, UL LISTED FOR THRU PENETRATION FIRE STOP AND LISTED WITH FM REQUIREMENTS FOR FLAMMABLE GAS PIPING SYSTEMS. BASIS OF DESIGN - TRACPIPE CSST BY OMEGA FLEX. D. FURNISH AND INSTALL A GAS COCK, DIRT LEG, AND UNION CONNECTION AT EACH PIECE OF EQUIPMENT. E. PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 FEET, STANDARD INDUSTRY PRACTICE, WHICHEVER IS MORE STRINGENT. F. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES AND APPLICABLE NFPA CODES VALVES A. PROVIDE TWO-PIECE, FULL -PORT BALL VALVES NIBCO SERIES 585-70. B. PROVIDE BALANCING VALVES GRISWOLD F-2989. C. CHECK VALVES, ROUGH BRASS, REGRINDING BRONZE DISC - STOCKHAM B-345; B-309 OR EQUAL. TESTING, ADJUSTING, AND BALANCING A. PROVIDE TESTING OF THE PLUMBING SYSTEM IN ACCORDANCE, WITH THE FLORIDA BUILDING CODE - PLUMBING. STERILIZATION A. DOMESTIC WATER PIPING SHALL BE THOROUGHLY FLUSHED OUT AND STERILIZED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE - PLUMBING. 3 4 PLUMBING SYMBOL LEGEND SYMBOL DESCRIPTION 5 PLUMBING ABBREVIATIONS SYMBOL DESCRIPTION - ABOVE GROUND CONDENSATE DRAIN - COMPRESSED AIR AFF BELOW GROUND CONDENSATE DRAIN AW ACID WASTE DOMESTIC COLD WATER -ACID VENT CB DOMESTIC HOT WATER CD CONDENSATE DRAIN DOMESTIC HOT WATER RETURN CUBIC FEET PER HOUR CO ABOVE GROUND SANITARY CONT CONTINUATION - BELOW GROUND SANITARY - DOMESTIC COLD WATER DI SANITARY VENT C - - - HOSE BIBB OR WALL HYDRANT CO 1' DWG CLEAN OUT PLUG CO 1 F- - EXISTING - WALL CLEANOUT - DEGREE FAHRENHEIT CO FLOOR CLEANOUT FD - FLOOR DRAIN FLOOR CLEAN OUT - FUEL OIL FILL FD FD ®C - FLOOR DRAIN FOR FUEL OIL RETURN - SHUT-OFF VALVE IN VALVE BOX FUEL OIL SUPPLY FOV SHUTOFF VALVE FS k5I BALL VALVE - FOODSERVICE EQUIPMENT NUMBER "" CALIBRATED BALANCING VALVE GPH ' - CHECK VALVE (SWING) - GALLONS PER MINUTE GR PRESSURE REDUCING VALVE HB HOSE BIBB SOLENOID OPERATED VALVE HUB DRAIN HW - REDUCED PRESSURE BACKFLOW PREVENTER HWR DOMESTIC HOT WATER RECIRCULATING RELIEF OR SAFETY VALVE INVERT ELEVATION IW GAS COCK KW - KILOWATT GAS PRESSURE REGULATOR i -C MH SHUTOFF VALVE ON RISER NC NORMALLY CLOSED CONNECTION, TOP NOT IN CONTRACT y- CONNECTION, BOTTOM C - NON -POTABLE WATER - ELBOW, TURNED DOWN 0 OD - ELBOW, TURNED UP PRV ^ TEE, TURNED UP POUNDS PER SQUARE INCH PVC TEE, TURNED DOWN C ROOF DRAIN CAP - REDUCED PRESSURE BACKFLOW PREVENTOR SAN - DIRECTION OF FLOW SD 1Q REVISION REFERENCE SQUARE FEET 1 - DETAIL REFERENCE: TOP -DETAIL#, ST P2.01 BOTTOM -DRAWING# SHOWN ON 5 PLUMBING ABBREVIATIONS SYMBOL DESCRIPTION CA - COMPRESSED AIR AFF -ABOVE FINISH FLOOR AW ACID WASTE AV -ACID VENT CB CATCH BASIN CD CONDENSATE DRAIN CFH CUBIC FEET PER HOUR CO CLEANOUT CONT CONTINUATION CW - DOMESTIC COLD WATER DI DEIONIZED WATER DN DOWN DS DOWNSPOUT DWG DRAWING EXIST - EXISTING OF - DEGREE FAHRENHEIT FCO FLOOR CLEANOUT FD - FLOOR DRAIN FOF - FUEL OIL FILL FOG - FUEL OIL GAGE FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY FOV FUEL OIL VENT FS FLOOR SINK FSE# - FOODSERVICE EQUIPMENT NUMBER G GAS GPH - GALLONS PER HOUR GPM - GALLONS PER MINUTE GR KITCHEN WASTE (GREASE) HB HOSE BIBB HD HUB DRAIN HW - DOMESTIC HOT WATER HWR DOMESTIC HOT WATER RECIRCULATING IE INVERT ELEVATION IW - INDIRECT WASTE KW - KILOWATT LBS -POUNDS MH -MANHOLE NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NP - NON -POTABLE WATER NTS NOT TO SCALE OD OUTSIDE DIAMETER PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE PIPE RD ROOF DRAIN RPBP - REDUCED PRESSURE BACKFLOW PREVENTOR SAN - SANITARY SD - STORM DRAIN SF SQUARE FEET SH -SHEET ST -STORM STO OVERFLOW STORM DRAIN SW SOFT COLD WATER V -VENT VAC VACUUM VC VACUUM CLEANING VTR VENT THRU ROOF WCO WALL CLEANOUT WTR -WATER NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT DOUBLE TWO-WAY CLEANOUT 3" VENT, SEE PLANS FOR LOCATION INLET(21/2" ABOVE OUTLET) --- - SAND CUSHION - L� GREASE INTERCEPTOR No Scale 4 PLUMBING GENERAL NOTES 1. REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT INSTALLATION STANDARDS. 2. THE PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE AND LOCAL CODES. 3. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SURVEYS, AS -BUILT RECORDS AND FIELD INVESTIGATIONS. UNFORSEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND BURIAL DEPTHS, AS DETERMINED DURING CONSTRUCTION, WILL BE NECESSARY. 4. FIELD VERIFY EXISTING INSTALLATIONS. MODIFY EXISTING PLUMBING SYSTEMS, WHICH ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION OF THE NEW WORK. 5. NOTIFY OWNER AT LEAST 24 HOURS PRIOR TO INTERRUPTING EXISTING SERVICE. SCHEDULE DISCONNECTION AND TIE-INS TO MINIMIZE DISRUPTION OF SERVICES. SERVICES ARE NOT TO BE LEFT DISRUPTED DURING NON -NORMAL CONTRACTOR WORKING HOURS. 6. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES. VERIFY STRUCTURAL, MECHANICAL AND ELECTRICAL INSTALLATIONS AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES. 7. PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES. 8. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS SPECIFICALLY NOTED. 9. PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON -ACCESSIBLE CEILINGS. 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL TO OR EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. 11. FLASH AND COUNTER -FLASH ROOF PENETRATIONS. 12. WHEN BEAM SLEEVE PENETRATIONS ARE NECESSARY, COORDINATE PENETRATIONS WITH ALL TRADES, THE ARCHITECT AND THE STRUCTURAL ENGINEER. 13. PROVIDE FOUNDATION PAD PENETRATION SLEEVES. ALLOW 1" MINIMUM CLEARANCE BETWEEN SLEEVE INSIDE SURFACE AND PIPE EXTERIOR. 14. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 15. PROVIDE AUTOMATIC TRAP PRIMERS FOR FLOOR DRAIN TRAP SEALS. 16. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL FIXTURES, DEVICES, APPLIANCES AND APPARATUS. 17. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. 18. MOUNT HOSE BIBBS 24" ABOVE FINISHED GRADE. 19. PROVIDE CLEANOUTS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. INSTALL CLEANOUT WITH COVER FLUSH TO FINISH SURFACE. 20. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. SET FLOOR DRAINS BELOW FINISHED FLOOR TO ALLOW FOR FLOOR SLOPING TO THE DRAIN. 21. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER PANELS SHALL BE RE-ROUTED AT NO ADDITIONAL COST. 22. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED CARRIER DESIGNED TO WITHSTAND A VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF THE FIXTURE. 23. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH -IN AND MAKE FINAL CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS, VALVES, TRAPS, ETC. AND MAKE READY FOR USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY THIS CONTRACTOR OR FURNISHED BY OTHERS. "OLDCASTLE PRECAST" CONCRETE 24" DIAMETER PRECAST GREASE INTERCEPTOR (TRAFFIC CONCRETE MANHOLE BARREL SECTION DUTY LID) HEAVY DUTY MANHOLE COVER AND FRAME (TRAFFIC DUTY) CONCRETE \ � 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 I I I I---- °• AS I--1 I I-1-1 =---I I_ I II 1- . REQUIRED C I I _�1 I -1I - 1I ISI I ISI-111---III1I _III 11-11 CAST IRON TEE WI CLEANOUT PLUG WATER LEVEL N N z CAST IRON LONG 114 BEND -- (MIN. 4" PIPE) 12" 5 8" DOUBLE TWO-WAY CLEANOUT I OUTLET - - GROUT (TYP) go P0UJr=LL5TU010 A R C Hl T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 • FAX: (877) 680-7183 www.powellstudloarch.com AA# 26002236 *COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: Uj z w VI WZ 0 VW•0_w Z 0 :) 0 • J LL Zao O �00 _ � li 0 LL < LU IMM °� z CL W n 3zU) � W caO �o a 0 z -� WQ W Q a O cv di Ii. o Q IL w ° W z4WW Wo 0. PROFESSIONAL PROFESSIONAL a �� NO 60195! ® ; LlJ -� P o ry c: Fk S / O N A\- a Jim Mullen,'�'t""``e� �^ Florida License #60195 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: 7-30-2013 P-00 I PLUMBING SPECIFICATIONS, AND NOTES zrrSCHEDULES, go J 0 z i w T I- C> 0 M 7 Paw LL 5'TUDIo A R C Hl T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET • CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powelistudloarch.com AA# 26002236 rd COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: Uj z Lu Z 'r Q Wr � � 0 (a) Uj zMM0 . LL 0 oa)Wo JU. 3:z LLJ W n =zU) o 0Q zwJ a O Q o OC Z Cz NIL to 2 Lu a LU C/3 z4= LU ru PROFESSIONAL SEAT -,N'- 00, CC •- �iC O . `®`e0® 111111 ®! 9 ®► 1110 c111 v Jim Mullen, P.E. — - Florida License #60195 PROJECT NO: PSA2013-25 REVISIONS: MARK DATE DESCRIPTION ISSUE DATE: 7-30-2013 P-1 00 PLUMBING PLAN POWELL_ 5TUDIO A R C H I T E C T U R E ARCHITECTURE I INTERIOR DESIGN 1318 BOWMAN STREET ■ CLERMONT, FLORIDA 34711 PH: (352) 874-2340 ■ FAX: (877) 680-7183 www.powellstudloarch.com AA# 26002236 © COPYRIGHT 2013 POWELL STUDIO ARCHITECTURE, LLC. THIS DRAWING AND ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS CONTAINED THEREIN, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILES HEREIN ARE THE EXCLUSIVE PROPERTY OF POWELL STUDIO ARCHITECTURE, LLC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS DRAWING MAY NOT BE USED OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF POWELL STUDIO ARCHITECTURE, LLC. CONSULTANT: ENGINEERING FOR ARCHITECTURE 874 Dixon Blvd. Cocoa, Florida 32922 PH: 321.636.0274 Fax: 321.639.8986 www.tic-engineers.com COA #15 TLC NO. 513075 © Copyright 2013 TLC Engineering for Architecture, Inc. OWNER / PROJECT: R s 19 z w 0 CL LU Y 0 Q n. w Y Q J 0 z 2 w T Ln It - a cn LO y ru E a 0 m 3 a� ai rn 0 m a� W PROFESSIONAL SEAL: ® eoeaoi�seoeii s NO 60195 � T• AIG 2 2 2013 JImfvIdNee►��r'® Florida License #60195 PROJECT NO: PSA2013-25 REVISIONS: LLJ am MARK I DATE DESCRIPTION ISSUE DATE: 7-30-2013 2 a ti Go 0 ri M P-200 PLUMBING RISERS