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ADELE GRAGE 2002ScgN loate; NFU L C E N AR HI TECTURAL A000 SY BOLS AND ABBREVIATIONS A001 DE OLI TI ON PLAN A010 GE ERAL NOTES All 00 AR HI TECTURAL SITE PLAN Al 01 FL OR PLAN Al 02 RE LECTED CEILING PLAN Al 03 RO F PLAN AND ATTIC PLAN All 04 EL VATIONS Al 05 WA L SECTIONS Al 06 BU DING SECTIONS A107 SC EDULES AND DETAILS Al 08 EX ERIOR DETAILS All 09 IN RIOR AND MILLWORK DETAILS L C E N ST tUCTURAL S-1 FO NDATION PLAN S-2 SH AR WALL / FLOOR FRAMING PLAN S-3 RO F FRAMING PLAN S-4 SEI TIONS AND DETAILS ME HANICAL MI 00 HV C-1 M101 HV C-2 PLI MBI NG Pi 01 PLI MBING PLAN AND LEGEND P102 Rl R DIAGRAM ELI CTRI CAL E-1 SCI EDULES, NOTES AND DETAILS E-2 LICITING,POWER AND COMMUNICATIONS PLANS A6 4. C I T r O F ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Fl 322 TAT C H A N ARCHITECT 310 Country Club lane Atlantic Beach, FL 3223 CHRISTOPHER K A T H E CONSULTING ENGINEER 400 Osceola Avenue J a x Beoch, FL 32250 CONSTRUCTION DOCUMENTS KEY PLAN COVER REVIEWED BY: DRAWN BY SCALE & AND E. W. AT or C.L. CENTERLINE 0 DIAMETER OR ROUND E.W.C. POUND OR NUMBER A.F.F. ABOVE FINISHED FLOOR A.C.T. ACOUSTIC CEILING TILE ADJST. ADJUSTABLE ADJ. ADJACENT AGGR. AGGERATE A.H.U. AIR HANDLER UNIT ALT. ALTERNATE AL or ALUM ALUMINUM Z_ ANGLE A. D. AREA DRAIN A. P. ACCESS PANEL BM. BEAM BI TUM. BITUMINOUS BLKG. BLOCKING BD. BOARD BOT. BOTTOM BLDG. BUILDING CAB. CABINET CPT. CARPET C. B. CATCH BASIN CEI L. OR CLG. CEILING CTR. CENTER C. T. CERAMIC TILE CL. CLEAR CLOS. CLOSET COL. COLUMN CONC. CONCRETE CONC.BLK. CONCRETE BLOCK C.M.U. or CMU CONCRETE MASONRY UNIT CONST. JT. CONSTRUCTION JOINT C. J. CONTROL JOINT CORR. CORRIDOR C. S. COUNTER SINK DET. DETAIL DI A. OR 0 DI AMETER DI M. DI MENSI ON DIST. DISTANCE DR. DOOR DBL. DOUBLE DN. DOWN D. S. DOWNSPOUT D. DRAT N DWG. DRAWING D. F. DRINKING FOUNTAIN D/TR DOUBLE LEAF DOOR W/ TRANSOM ABBREVIATIONS EA. EACH E. W. EACH WAY E. EAST ELEC. ELECTRICAL E.W.C. ELECTRICAL WATER COOLER EL. ELEVATION ELEV. ELEVATOR EQ. EQUAL EQUIP. EQUIPMENT E. F. EXHAUST FAN EXI ST. EXISTING EXP. JT, or E.J. EXPANSION JOINT EXP. EXPOSED EXT. EXTERIOR FT, or FEET F. A. FIRE ALARM F.E.C. FIRE EXTINGUISHER CABINET F. E. FIRE EXTINGUISHER FIN. FINISH F.H.C. FIRE HOSE CABINET FI XT. FIXTURE FLASH. FLASHING FL. FLOOR F. D. FLOOR DRAIN FLUOR. FLUORESCENT FTG. FOOTING FDN. FOUNDATION FR. FRAME FURR. FURRING GA. GAUGE GALV. GALVANIZED GL. GLASS G. B. GRAB BAR GYP. GYPSUM G.W.B. OR GYP.BD. GYPSUM BOARD H. or HDW. HARDWARE HT. HEIGHT H. C. HOLLOW CORE H. M. or H. MET. HOLLOW METAL HOPI Z. HORIZONTAL H. B. HOSE BI BB I.D. INSIDE DIAMETER (DIM) INSUL. INSULATION INT. INTERIOR DRAFTING SYMBOLOGY BUILDING SECTION DETAIL OR SECTION IDENTIFICATION DRAWING SHEET ON WHICH SECTION IS DETAILED DETAIL DETAIL OR SECTION IDENTIFICATION DRAWING SHEET ON WHICH SECTION IS DETAILED ELEVATION <)—ELEVATION IDENTIFICATION DRAWING SHEET ON WHICH ELEVATION IS DETAILED INTERIOR ELEVATION A ELEVATION IDENTIFICATION BOLD_��:DRAWING SHEET ON WHICH ELEVATION C IS DETAILED DETAIL DETAIL IDENTIFICATION DRAWING SHEET DENOTES AREA BEING DETAILED WOMEN ROOIvi IDENTIFICATION ROOM NAME DOOR IDENTIFICATION PLAN IDENTIFICATION ONLY 2 DOOR IDENTIFICATION JAN. JANI TOR JT. JOI NT K.P. KICK PLATE KI T. KI TCHEN K. D. KNOCKED DOWN LIN. LINOLEUM LAV. LAVATORY LT. LIGHT LG. LONG MH MANHOLE MFR. MANUFACTURER M.O. MASONRY OPENING MAX. MAXIMUM MECH. MECHANICAL MET. or MTL. METAL MI N. MINIMUM MI R. MIRROR MI SC. MISCELLANEOUS N. G. V. D. NATIONAL GEODETIC REINF. VERTICAL DATUM N. NORTH N.I.C. NOT IN CONTRACT N0. or NUMBER N.T.S. NOT TO SCALE OFF. OFFICE 0. C. ON CENTERS OPG. OPENI NG OPP. OPPOSI TE 0. D. OUTSIDE DIAMETER O.A. OVERALL O.S. OVERFLOW SCUPPER O'HD. DR. OVERHEAD DOOR PR. PAIR P. LAM. PLASTIC LAMINATE I OR P PLATE PLYWD. PLYWOOD P PAINT PO.T PORCELIN TILE PH PANIC HARDWARE PNL PANEL OTY. QUANTITY O.T. QUARRY TILE R.0R r. RADIUS REINF. REINFORCEMENT READ. REQUIRED R. D. ROOF DRAIN RM. ROOM R. 0. ROUGH OPENING R. RI SER I SECT. SECTION SHT. SHEET SHWR. SHOWER SIM. SIMILAR S. SOUTH S. C. SOLID CORE SPEC. SPECIFICATIONS SQ. SQUARE SQ. FT, q] SQUARE FEET S.S. STAINLESS STEEL STL. STEEL STOR. STORAGE STRUCT. STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRICAL S/TR SINGLE LEAF DOOR W/ TRANSOM TEL. TELEPHONE TEMP. TEMPERED THR. THRESHOLD T.O.S. TOP OF STEEL T. TREAD TYP. TYPICAL U. L. UNDERWRITERS LABORATORIES U.O.N. UNLESS OTHERWISE NOTED U. URINAL V. VENT VERT. VERTICAL VEST. VESTIBULE V.C.T. VINYL COMPOSITION TILE V.W.C. VINYL WALL COVERING W.C. WATER CLOSET W/H WATER HEATER WP. WATERPROOF W.R. WATER RESISTANT W. WEST WDW. WI NDOW W/ WI TH W/0 WITHOUT WD. WOOD MATERIAL LEGEND HANDICAP MO 7„-9„ GRAB BARS 17 MIRROR '-8” MIN `6" MAX LAVATORY SANITARY TOILET NAPKIN FnicprKi TISSUEDISPOSAL TOILET ROOM LOCATION G HEIGHTS 6" MAX/ '-8" MIN DRINKING FOUNTAINS L DISPENSER SANITARY NAPKIN - TAMPON VENDOR r TOWEL BAR ROOM ACCESSORIES -SHELF /—TOWEL HOOK SSORI ES CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, FL 32233 I TAI CHAN ARCHITECT 310 Country Club Lane Atlantic Beach, Fl 32233 A R 1 3 7 0 9 CHRISTOPHER K A T H E I CONSULTING ENGINEER 400 Osceola Avenue J a x Beach, FL 32250 P E 3 6 8 0 2 I, BLUE HERON i C O N S U L T I N G I N C 362 Osceola Avenue Jaz Beach, FL 32250 P E 3 6 1 2 0 I NAo0A0 - E N G I NEE R I N G I N G. 2955 Hartley Road Jacksonville, FL 32251 j P E 3 1 9 8 7 r A I I NO. REVISION/ISSUE DATE I (CONSTRUCTION DOCUMENTS KEY PLAN r GENERAL NOTES, SYMBOLS AND I ABBREVIATIONS I REVIEWED- BY:DRAWN BY SCALE DATE I i A000 C.M.U. CONCRETE STEEL BATT INSULATION EARTH PLASTER/GYPSUM BOARD/ STUCCO/PRECAST WOOD BLOCKING PLYWOOD RIGID INSULATION FINISH WOOD HANDICAP MO 7„-9„ GRAB BARS 17 MIRROR '-8” MIN `6" MAX LAVATORY SANITARY TOILET NAPKIN FnicprKi TISSUEDISPOSAL TOILET ROOM LOCATION G HEIGHTS 6" MAX/ '-8" MIN DRINKING FOUNTAINS L DISPENSER SANITARY NAPKIN - TAMPON VENDOR r TOWEL BAR ROOM ACCESSORIES -SHELF /—TOWEL HOOK SSORI ES CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, FL 32233 I TAI CHAN ARCHITECT 310 Country Club Lane Atlantic Beach, Fl 32233 A R 1 3 7 0 9 CHRISTOPHER K A T H E I CONSULTING ENGINEER 400 Osceola Avenue J a x Beach, FL 32250 P E 3 6 8 0 2 I, BLUE HERON i C O N S U L T I N G I N C 362 Osceola Avenue Jaz Beach, FL 32250 P E 3 6 1 2 0 I NAo0A0 - E N G I NEE R I N G I N G. 2955 Hartley Road Jacksonville, FL 32251 j P E 3 1 9 8 7 r A I I NO. REVISION/ISSUE DATE I (CONSTRUCTION DOCUMENTS KEY PLAN r GENERAL NOTES, SYMBOLS AND I ABBREVIATIONS I REVIEWED- BY:DRAWN BY SCALE DATE I i A000 RELOCATE OVERHEAD UTILITY LINES TO UNDERGROUND SERVICE DISCONNECT SPRINKLER VALVE AND RELOCATE PER DRAWINGS RELOCATE CONDENSER UNIT PER DRAWINGS DISCONNECT BACKFLOW PREVENTER AND RELOCATE PER DRAWINGS v I / REOMVE *1 NDOW AND FRAME CONCRETE SIDEWALK ��,� AND WALL NEW DOOR 1 TO BE REMOVED / RECEIVE E WD f DEM(0 r-OR_,EXHAUST/ I I I. — —— '— I I 1 ---- - - - - - - - --------------- r - - - - - - - - - - - - - - - - - ------- ----------- r �I I I _ I REMOVE ALL STRUCTURE THIS AREA INCLUDING FLOOR SLAB, PLUMBING, AND ELECTRICAL REMOVE REINFORCED STAGE CONCRETE VAULT I _ 1 ; ------------------------------------------------------------------------- -------------------- AREA OF UTILITIES TO BE RELOCATED SEE MECHANICAL, ELECTRICAL AND DEMOLITION PLAN ARCHI TECTURAL DRAWI NGS REMOVE IRRIGATION PIPING AND CONTROLS PRIOR TO DEMOLITIONS NOTES DEMOLITION OF STRUCTURE I. Dash lines indicate items to be removed, unless otherwise noted. 2. In areas of demolition, all loose items and material are to be removed. 3. The contractor shall be responsible for all verification of existing conditions. 4. Fill all excavated areas resulting from demolition with clean organic free fill and compact to 95% proctor. 5. Coordinate the Removal of all electrical and plumbing utilities. Reference all demolition documents before work begins. 6. Remove existing concrete slab in its entirety west of the original city hall structure (Atlantic Beach Experimental Theatre B )o 7. Remove all contents, loose organic rnaterials, miscellaneous equipment and supplies unless otherwise noted. S. Provide new underground service to building by relocating overhead electrical service line to underground. 9. Relocate all utilities including electrical, plumbing, mechanical and telephone on exterior wall. Verify new locations prior to reinstallation. 10. Refer to Specifications and Site Plan for additional requirements for Demolition. REMOVE WEATHERHEAD AND CABLES L -4 -OF DISCONNECT TELE/COMMUNICATION BOX ,4 I - 1 1 Y O F A T L A N I I C BEACH 800 Seminole Road j Atlantic Beach, FL 32233 NOW 4 P i TAT C H A N ARCHITECI 310 Country Club Lane Atlantic Beach, FL 32233 A R 1 3 7 0 9 CHRISTOPHER K A I H E } I CONSULTING ENGINEER 400 Osceola Avenue j Jax Beach, FL 32250 P E 3 6 8 0 2 i BLUE HERON C 0 N S U L 1 I N G I N C 362 Osceola Avenue J a x Beach, FL 32250 P E 3 6 1 2 0 HA00A0 N G I N E E R I N G I N C. 2955 Hartley Road Jacksone vill, FL 3225' x. P E 3 I 9 8 7 mod I I _ NO. REVISION/ISSUE E,A 1 E i ',CONSTRUCTIONI' DOCUMENTS KEY PLAN I DEMOLITION PLAN -1 f-1 i NHII T I 2 C N I._. I I-�4-U� REVIEWED BY: DRAWN BY SCALE DATE I i DISCONNECT TELE/COMMUNICATION BOX ,4 I - 1 1 Y O F A T L A N I I C BEACH 800 Seminole Road j Atlantic Beach, FL 32233 NOW 4 P i TAT C H A N ARCHITECI 310 Country Club Lane Atlantic Beach, FL 32233 A R 1 3 7 0 9 CHRISTOPHER K A I H E } I CONSULTING ENGINEER 400 Osceola Avenue j Jax Beach, FL 32250 P E 3 6 8 0 2 i BLUE HERON C 0 N S U L 1 I N G I N C 362 Osceola Avenue J a x Beach, FL 32250 P E 3 6 1 2 0 HA00A0 N G I N E E R I N G I N C. 2955 Hartley Road Jacksone vill, FL 3225' x. P E 3 I 9 8 7 mod I I _ NO. REVISION/ISSUE E,A 1 E i ',CONSTRUCTIONI' DOCUMENTS KEY PLAN I DEMOLITION PLAN -1 f-1 i NHII T I 2 C N I._. I I-�4-U� REVIEWED BY: DRAWN BY SCALE DATE I i I I r I A. The Contractor shall be responsible for ver-ificatior of , i In 11 General Notes A. The Contractor shall be responsible for ver-ificatior of all existing conditions and dimensions. If any conflicts between actual con ticns and the drawings are found, the contractor shall notify the archite lrT ediately before proceeding with the work. The general contractorhs/her subs shall protect all existing site elements from damage due o 31teration and construction operations and repair or replace ele nt damage before completion of construction. B. Patch all finishes where distributed by the work ar were unfinished surfaces have been exposed by demolition. C. See mechanical, plumbing, fire protection, and electri I d -awings to determine quantities of diffusers, grilles, light fixt es sprinkler heads, etc. D. The location of ceiling mounted diffusers, grilles, sp nk r heads, fixtures, etc. not shown on the architectural reflective ceilir p n must be verified with the design professional prior to installation. E. Plug all holes and unused or abandoned pipes under oo slabs with non -shrinking grout. Finish flush with See mechanical, plumbing, fire protection and electrical drawings for removal of existing pipes on o dusts. F. Pipe and column furring shall be held as close to th p! ing and/or columns as possible, unless otherwise noted. G. All new openings through existing floor slabs shall be o cut or core drilled. Such openings shall be located to minimize the size q irements for chases. Except where specifically noted, no new floor open!ii s hall penetrate the structural portions of beams or ribs. The contractc s ail locate all floor openings in the field and review proposed locations i the design professional for compliance with the above before tt ng or drilling. Do not cut structural members without specific written cl ti ns from the design professional. H. Paint all exposed new and existing piping, conduit, ell e ri al panels, access panels, uni-strut, etc. to match wall finish. I. All contractors (general and sub) will coordinate their or prior to installation of any items above the designated ceiling planes a p rtition. Any modification to the partitions, ceilings (gyp, bd. drop mi work, etc.) due to lack of coordination will be that contractor's respo ib ity. J. Extend scheduled floor finish and base into open s c under counters. K. Patch floor fill where partitions have been removed n where floor fill or finishes have been removed, Finish to on acceptable ev I for new finish material. L. Patch floors, bases and walls to provide a sound ev bstrate for application of scheduled finishes. Level all floors to I in 10 ft. M. Provide dog -leg offset in partitions where intersec on with existing equipment, ductwork, pipes, etc. occur to permit con uc is partitions construction to structure above. N. Where not indicated, provide blocking in walls, soffit on ceiling receiving, signage, coat hooks, storage racks, marker boards, a cther mounted items according to manufacturer's recommendations. 0. Equipment or furniture shown is owner furnished or oner installed. P. Contractor will level all floors including unfinished are t schedule and future finishes in all areas. Contractor failure to f! d- erify existing conditions will not relieve them from the responsibility. 0. All new exterior wall assemblies shall have an R -value R 13. R. All new roof assemblies shall have an R -value of R-30. S. The extent of the work shown on the plans and de ills reflects the best judgement of the architect. The contractor shall fa ilia !ze himself with the existing conditions and advise the architect in writ ig f any situation that would not allow him/her to proceed on the basis of -he 5e documents. T. All dissimilar metals shall be effectively isolated from a other by gaskets or coatings or both to avoid galvanic corrosion action U. Where the fire rating of walls are noted on the dr i s, the fire rating shall apply to the entire perimeter enclosure of the roo o space for the full length and height of areas being separated, extend! the underside of the roof deck. V. All joints of any element of construction which are q red to have a fire - resistance rating shall be installed per manufacturer p blished tested assemblies, shall be tight and shall prevent the passu o smoke and flame, W. Unless noted otherwise, all fasteners and fastening d is s are to be concealed in all f inished spaces. X. Any utility shut -offs as required by the contractor fo completion of the work such as electrical, water, etc. must be scheduled with thE owner 72 hours Prior to commencing the work Y. Any piping, ducts, conduits, etc, that penetrate fire- ite J walls shall be installed in a manner that will preserve the fire -rat I it tegrity of the floor or - wall. Fire stop ratings of walls where penetrations cur . Provide fire dampers in ducts penetrating fire -rated walls to me f 1he applicable building codes. Z. All dimensions shall be field verified before proceedin wi the work. Notify the. architect in writing of any discrepancies. C I T Y O F A T L A N T I C B E A CH 800 Seminole Road Atlantic Beach, FL 32233 j TAI C H A N ARCHITECT 3,10 Country Club lane Atlantic Beach, FL 32233 A R 1 3 7 0 9 CHRISTOPHER KATHE CONSULTING ENGINEER 400 Osceola Avenue JaX Bench, FL 32250 j I P E 3 6 8 0 2 i i i BLUE HERON C O N S U L T I N G I N C I 362 Osceola Avenue JaX Beach, FL 32250 P E 3 6 1 2 0 i H A 0 0 A D ENGINEERING, INC. C 2955 Hartley Road j Jacksonville, FL 32257 1 P E 3 1 9 8 7 KEY PLAN GENERAL NOTES -7- REVIEWED REVIEWED BY: DRAWN BY SCALE DATE 2 X 8 PRESSURE TREATED CAP, CUT RADIUS FROM WIDER STOCK FULL IX 6 PRESSURE TREATED DECKING s - 2 X 4 PRESSURE TREATED BLOCKING CUT FROM WIDER STOCK -4 X 4 PRESSURE TREATED POST '--- ---t N \ DETAIL71\ �� N.T.S. �-�v o � , F R , R -- %�-� NEW "CONCRETE SIDEWALK / REL'DCATEb A/C MATCH ADJACENT GRADES CONDENSING UNI T WOOD SCREEN ' w ALL ' W ti , DIRECT � .• \� i% `,}/, � - � i �_ -----1 OFFICE �� TOILET all OFFICE _ _ - O TOILET DRESSING .,✓ -�� r' �..�, 11 .• ,j -\, \ I KITGN GALLERY i r % GREEN SEE I /AI 00 z- i , FOR NOTES SIM. i y � x I RESOURCE Y ESSINCi CLOSET - 1 ol VERANDAI El 0 1 , I \ n 1 RELRATED ❑ 6.• BFP Li/ 40.1-,� N11C • y tQ o� ❑ RELOCATED 4" HOLLY --AA Y � tp / BRICK PAVER PATTERN - PROTLAND CEMENT GROUT SET PAVERS ON RADIAL PATTERN WITH GROUT JOINT SIZE INCREASING FROM INSIDE TO OUTSIDE MITER CUT PAVERS AT CORNERS JOINTS IN CONCRETE SIDEWALK SHALL BE 1/2" AND FILLED WITH SEALANT STRIKE GROUT JOINT OF EXPOSED EDGES OF PAVERS COORDINATE WITH ARCHITECT FOR EXACT LAYOUT OF SIDWALK LEADING TO STREET DETAIL i N.T.S. 10 SIC Oate /VN F� C I T r O F EMS SHOWN IN BOLD) atlantic Beach, Fl 3223 1 A IL A N T I C B E A C H T A T C H A N UNPROTECTED CONNECTIONS ARE PROHIBITED BETWEEN A R C H I T E C T 6,. BFP B BACKFLOW PREVENTER AND METER 3 1 0 C o u n t r y C I u b L a n e 10 QQ. , USE ADJUSTABLE PIPE STANDS WHERE REQUIRED A R 1 3 7 0 9 5. ASSEMBLY TO BE INSTALLED A MINIMUM OF 12" TO A MAXIMUM OF 30" OVER FINAL FINISH GRADEAS MEASURED TO THE LOWEST ❑ A/C Al POINT OF THE RP ASSEMBLY AND NO CLOSER THAN 12" TO ANY FIXED APPURENTANCE C H R) S T O P H E R K A T HE CONSULTING ENGINEERCKFLOW 6. �-�v o � , F R , R -- %�-� NEW "CONCRETE SIDEWALK / REL'DCATEb A/C MATCH ADJACENT GRADES CONDENSING UNI T WOOD SCREEN ' w ALL ' W ti , DIRECT � .• \� i% `,}/, � - � i �_ -----1 OFFICE �� TOILET all OFFICE _ _ - O TOILET DRESSING .,✓ -�� r' �..�, 11 .• ,j -\, \ I KITGN GALLERY i r % GREEN SEE I /AI 00 z- i , FOR NOTES SIM. i y � x I RESOURCE Y ESSINCi CLOSET - 1 ol VERANDAI El 0 1 , I \ n 1 RELRATED ❑ 6.• BFP Li/ 40.1-,� N11C • y tQ o� ❑ RELOCATED 4" HOLLY --AA Y � tp / BRICK PAVER PATTERN - PROTLAND CEMENT GROUT SET PAVERS ON RADIAL PATTERN WITH GROUT JOINT SIZE INCREASING FROM INSIDE TO OUTSIDE MITER CUT PAVERS AT CORNERS JOINTS IN CONCRETE SIDEWALK SHALL BE 1/2" AND FILLED WITH SEALANT STRIKE GROUT JOINT OF EXPOSED EDGES OF PAVERS COORDINATE WITH ARCHITECT FOR EXACT LAYOUT OF SIDWALK LEADING TO STREET DETAIL i N.T.S. 10 SIC Oate /VN F� P E 3 6 8 0 2 BLUE HERON C 0 N S U L 1 I N G I N C 362 Osceola Avenue J o x Beach, FL 32250 P E 3 6 1 2 0 HADDAD ENGINEERING, INC 2955 HortIey Road Jacksonville, FL 32251 QQ P E 3 1 9 8? C I T r O F EMS SHOWN IN BOLD) atlantic Beach, Fl 3223 1 A IL A N T I C B E A C H P E 3 6 8 0 2 BLUE HERON C 0 N S U L 1 I N G I N C 362 Osceola Avenue J o x Beach, FL 32250 P E 3 6 1 2 0 HADDAD ENGINEERING, INC 2955 HortIey Road Jacksonville, FL 32251 QQ P E 3 1 9 8? 0TES0° 800 Seminole Road LEGEND (I EMS SHOWN IN BOLD) atlantic Beach, Fl 3223 1 BACKFLOW PREVENTER SHALL COMLPY AND BE INSTALLED IN ACCORDANCE WITH THE CITY OF ATLANTIC BEACH 2 ALL PIPING SHALL MATCH EXISTING T A T C H A N UNPROTECTED CONNECTIONS ARE PROHIBITED BETWEEN A R C H I T E C T 6,. BFP B BACKFLOW PREVENTER AND METER 3 1 0 C o u n t r y C I u b L a n e 10 Atlantic Beach, FL 3223 4 USE ADJUSTABLE PIPE STANDS WHERE REQUIRED A R 1 3 7 0 9 5. ASSEMBLY TO BE INSTALLED A MINIMUM OF 12" TO A MAXIMUM OF 30" OVER FINAL FINISH GRADEAS MEASURED TO THE LOWEST ❑ A/C Al POINT OF THE RP ASSEMBLY AND NO CLOSER THAN 12" TO ANY FIXED APPURENTANCE C H R) S T O P H E R K A T HE CONSULTING ENGINEERCKFLOW 6. BAUNIT REQUIRES CERTIFICATION 4 0 0 O S C e 0 I a A v e n u e 7.ll REMOVAL OF ALL SHRUBS SHALL BE COORDINATED WITH THE CITY J a X Beach F L 3 2 2 5 O OF ATLANTIC BEACH FOR RELOCATION. , P E 3 6 8 0 2 BLUE HERON C 0 N S U L 1 I N G I N C 362 Osceola Avenue J o x Beach, FL 32250 P E 3 6 1 2 0 HADDAD ENGINEERING, INC 2955 HortIey Road Jacksonville, FL 32251 QQ P E 3 1 9 8? 0 o iG e CM • CP T E TO BE RELOCATED HOLLY ❑ CP C AGE PALM (CP) IN NEW LOCATION T AL OF 6 TO BE RELOCATED - N CONCRETE SIDEWALK ® E STING PORTION OF BUILDING TO REMAIN. M IFY AS NOTED. CONSTRUCTION DOCUMENTS KEY PLAN SITE PLAN J �111: LEGEND (I EMS SHOWN IN BOLD) SCALE DATE � I 0 6,. BFP B CKFLOW PREVENTER TO BE RELOCATED til 10 S�Jk. ❑ A/C Al CONDITIONER CONDENSING UNIT TO BE RELOCATED 0 o iG e CM • CP T E TO BE RELOCATED HOLLY ❑ CP C AGE PALM (CP) IN NEW LOCATION T AL OF 6 TO BE RELOCATED - N CONCRETE SIDEWALK ® E STING PORTION OF BUILDING TO REMAIN. M IFY AS NOTED. CONSTRUCTION DOCUMENTS KEY PLAN SITE PLAN J �111: 1 N REVIEWED BY; DRAWN BY SCALE DATE � I t MATCH EXISTING PATTERN OF BRICK PAVERS ON EAST VERANDA -----\ I "o n A104 I ° 0 —011 U' _ 611 • ° � 1`NJ D -FII t1i w w o. V) I LTJ _ • . e • • p. DIREC ° � I OFFICE ✓ . • D :. D U O _ D , _ - - -- -- - D Q. LD • -�D-- e OF FI CE R M -_ ALIGN WINDOW LAI I I 0 �s , [—] TOILET � � I WITH OPPOSITE II1 III I WINDOW - _� OFFICE IN-rERI OR � — -1 I I- _ LINE OF GYP. BD. I m BEARING - - I — -_ CEILING/SOFFIT ��n _-- 101 ;� r-1 ______________ _ I _ . WALL 118 Igll X 5 ABOVE _ ALL INTERIOR _ I �� WI NDOWS - - - - - ACCES I , I _I�(�11 SILLS TO BE ALIGN NEW PANEL I1iIII-1 WALL WITH 361 AFF 119 \ �q EXI STI NG — �' i' -TL t J I 3 11=1 I f=-1III 0 4 ---- -- ------------ _ _I 1=1 11=1T I�f"----I t I � I I - -_ A104II -� � _TI I1 TII=I I! hI I it �I 1-1�T -1 I I_ iII�Fj 7 I I UI COMMUNITY I. _� _. 111=111_11 I_-_— -� --__- I T E R I 0 R __' --'-- — — _!I-111 ROOM —-� aI DRESSI NG _ I III -Ili I_III-ISI I ARI WOMENS �-_-_-• p e , I ��i i �I I �-� U III -III - _ �_ _ _ _ 112 THE T R illlll� 100 I WALL TOILETw STAGE -1 I X11=1 _III I� iII -1 I I- _ I-II _ I � '� � R i 111 - i -I -11 �� ' 116 12 •�' 1 I I-1 I I --I I l� III -I 1 I I i I�_�-;� RjI2 00 I �� °.. ° • I — _ KI TCHEN MENS GALLERY GREEN iiF-lil� ROOM B , ILLI —ill —��I ISI=L1� 1►,777 _ 111 I T01 LET 10 9 I • I I _ 106 � I I I r � w I i 2 5/8" TYPE I I IC-�11 Il�il III=III=1 I III III{ --1i I I- I I- I II--11TI-I_,,� J � THIS, WALL 1_1-1 r—I -_ r -�� I,I i=i LINE OF I -- -- - -_- - ----- SOA - �I ! C I 1 II A i l A N i 800 Semi Atlantic Be L ❑ ❑ ❑ I �-- - - i A 1 if A R C I 310 Count Atlantic Bf A R I El CHRISiO ❑ 4 I A104 C0NS0LII �, 400 0sc I i o x Bea I P E IT I IT - I - SOFFIT u II _I 1111-1T1 i 1 I I I -I — y �4 ------ -- --- --_ I --� — CEI LI I - ABOVE -_, - SOF -1 1--1 I I__I i !_ - - I_ -�- I 1 Y / J A106 j--I��III_-IiI III-I�I-I�I III _iI- - — _ I I _ %— I —-— -- — —- — -� I-1 I I-1 I I 1 -III -III -I I E D RESOURCE COMMo (13; - - -- I III -III -1 I _i I i '� `_ _ • R M o --�-- (� 34 � - II _lir=111 I II�� i1=1II-11 I : ROOM -- 111. HIGH X — CLOSET 1 _ -1,1 -111 ISI— ;1 - I xxx l07 _ l08 _ D EBBING I_II I li it --i I ED I F11 ' , IIS ❑ ❑ 3 0 ---- , 7r I=71 _2 =1 I I -1_I I_I I ISI I Iii i _ I • � �, � .-�� z � � � HI GH -- - - - I -1 I _111- _ 11-` - - j � • I , I - CONCRETE STEP I ❑ AI05 ❑ ❑ 1 it I FLOOR PLAN 1 I 10 _ --- 1,-011 -- ---- - I CONCRETE STEP CONCRETE AND ERIC' PAVER SIDEWALK. SEE SITE PLAN - 1 10 2 HOUR RATE PA TI TI ON UL DESIGN U 301 ALL PARTITIO XNSIST OFB STRUCTURE CTURSUM BOABOVE ARD EITHER SIDE 3 a STUDS TO UNLESS OTHE IS NOTED SEE STRUCTU L DRAWINGS FOR LOCATIONS OF SHEAR WALLS. SEE DRAWING IO FOR TILE PATTERNS SEE DRAWING 10 FOR SPACING OF VERANDA COLUMNS. DOORS SHOW AD ACENT TO WALLS (TYP. AT OFFICES), ARE TO BE PLACED JFR(M THE WALL. r CON D 0 1 'FLO 1 i REVIEWED BY:I I OF ICE i CE RM. - �J J �. 94 NA t IRE OF TOR' ICE LA • l 9, 2.. L. DRE SI NG I I I i CE RM. - 1----- i �. 94 Oil IRE OF TOR' ICE LA • 1 L 9, 2.. L. DRE SI NG I I I � I I I I I OF F1 WK. i CE RM. - i 94 Oil LA • 1 L REVISION/ISSUE DATE I - I i 94 Oil LA • 1 L REVISION/ISSUE DATE NO. DRE SI NG I AT AC LA EXISTING CEILINGIS AREA TO REMA THEATER REFLECTED CEILING PLAN LEGEND ---- — -- -- a , 5/8" T -III 4" SCORED —J 2' X 2' FLOURSCENT LIGHT HVAC DIFFUSER GYPSUM BOAR - D WATER RESISTANT IN TOILET ROOMS) I - —�-- HVAC RETURN GRILLE j 2' X 2' ACOUSTICAL CEILING TILE AND GRID ATTIC ACCESS LATTER (--� FLOURSCENT LIGHT TRACK LIGHT FIXTURE O SMOKE DETECTOR O RECESSED CAN LIGHT 0 SPRINKLER LINE OF SOFFIT ABOVE OTES COORDINATE WITH PLUMBING SHEET PI 01 FOR SPRINKLER HEAD PLACEMENT AND QUANTITY. FINAL LOCATION SHALL BE APPROVED BY ARCHI TECT. CENTER ALL SOFFIT PANELS BETWEEN BAYS SO RIBS ARE EQUAL DISTANCE FROM EDGE C I T Y O F ATLANTIC BEACH 800 Seminole Rocd i Atlantic Beach, FL 32233 TAT C H A N ARCHITECT 310 Country Club lane Atlantic Beach, FL 32233 A R 1 3 7 0 9 I i CHRISTOPHER KA1HE CONSULTING ENGINEER 400 Osceola avenue Jax Beach,.32250 P E 3 6 8 0 2 BLUE HERON C O N S U L T I N G I N C 362 Osceola Avenue J a x Beach, FL 32250 P E 3 6 1 2 0 HAOOAO NGINEERING, INC. 2955 Hartley Road Jacksonville, FL 3225 7 P E 3 1 9 8 7 (CONSTRUCTION DOCUMENTS KEY PLAN REFLECTED CEILING PLAN TCC PHN119 0: REVIEWED BY; DRAWN BY SCALE DATE A1 02 I i i REVISION/ISSUE DATE NO. (CONSTRUCTION DOCUMENTS KEY PLAN REFLECTED CEILING PLAN TCC PHN119 0: REVIEWED BY; DRAWN BY SCALE DATE A1 02 ALUMINUM GUTTER- 0 UTTER- 0 I O I TYP. AT ALL PENNEE�TTRATIONS / - 29'-6" 29'-611 111/21 8'- 211291-91/411 ' 10'-011 8001 1/81,=1, -OIC PLAN RAIN DI VERTER 29'-6" 35'-0" FIBERGLASS SHINGLES (TYP. AT ALL SLOPED ROOFS - EXISTING AND NEW) 10'16" ALUMINUM GUTTER o k //,t- ALUMINUM GUTTER Ej n O 1 n O Ln ALIGN WITH COLUMNS ❑ BELOW i 33'-0" 29'-6 II ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ , C l i r O F L A N T I C B E A C H 800 Seminole Road Atlantic Beach, FL 32233 i i A P TAT C H A N ARCHITECT 310 Country Club lane Atlantic Beach, Fl 32233 A R 1 3 7 0 9 I I i I I CHRISTOPHER KATHE CONSULTING ENGINEER 400 Osceola Avenue Jax Beach, FL 32250 PE 3 6 8 0 2 I �- BLUE HERON C O N S U L T I N G I N C 362 Osceola Avenue J n x RP.nch EI vn I j I 111/2 II �.,y 1 11/2 1 11 2 .I 10 0 II 23 - I "I 7 iI II II II , N A 0 o A U _ I. - ' - /4 - 9' 6 /2" 10' 6 /8 I 0 I �i6 10 1 /16 10 1 �I6 2 -- -- --- -- - -- - -_ E N G I N E E R I N G I N C ALUMINUM GUTTER SINGLE -PLY ROOFING 2 9 5 5 H a r t l e y R o a d 113'-0" (TYP. AT VERANDA - EXISTING AND NE - FRAME MECHANICAL ROOM W/ 2 x 4 AND 5/8" GYP. BD. EACH SIDE. LOUVER ' �FF;�i 77 INSULATE W/ SOUND !///j%/� ATTENUATION BLANKET AWU� '/„%%' ; % /%�i'%//' UNDER MECHANICAL UNITS .Vow - VERANDA ROOF / All / %��/,,,. / ” ACCESS LADDER STAIR TO EQUIPMENT ROOM LOUVER 10 ATTIC PLAN Jacksonville, FL 32257 P F 3 1 9 8 7 FRAME AROUND ACCESS STAIR W/ ROOF TRUSS SAME CONSTRUCTION AS MECHANICAL ROOM I ACCESS STAIR _-- UNI T I WALL. BELOW - --i- CEILING._ -- SUPPORT ACCESS STAIR FROM TRUSSES ABOVE. FRAME STAIR UNIT TO ELEVATION TO MATCH CEILING.--- — --+ SECTION 1 '/4"=1' O" 103 � Y4" T P Y W 0 0 D -- --- - -- _ FLOOf NO. REVISION/ISSUE DA -(E - 1 2 I WIDE BOTTOM CORD C O N S T R U C T 10 N STEPS - �.� !� OF ROOF TRUSS DOCUMENTS 2' X 2' PLYWOOD ------ -- PLATFORM KEY PLAN WALL BELOW -- NT NUE WALL OU ID ACCESS AI ROOF PLAN AND ATTIC PLAN ENLARGED P N - 3 TI' rh A II 1 REVIEWED BY: DRAWN BY SCALE I DATE 03 --�--- I i 1Al 03 j ❑❑ ❑ Ncl- �I 11 ❑ I o 1 r� v ❑ t~ 1 ❑ n ti I M TYP. AT ALL PENNEE�TTRATIONS / - 29'-6" 29'-611 111/21 8'- 211291-91/411 ' 10'-011 8001 1/81,=1, -OIC PLAN RAIN DI VERTER 29'-6" 35'-0" FIBERGLASS SHINGLES (TYP. AT ALL SLOPED ROOFS - EXISTING AND NEW) 10'16" ALUMINUM GUTTER o k //,t- ALUMINUM GUTTER Ej n O 1 n O Ln ALIGN WITH COLUMNS ❑ BELOW i 33'-0" 29'-6 II ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ , C l i r O F L A N T I C B E A C H 800 Seminole Road Atlantic Beach, FL 32233 i i A P TAT C H A N ARCHITECT 310 Country Club lane Atlantic Beach, Fl 32233 A R 1 3 7 0 9 I I i I I CHRISTOPHER KATHE CONSULTING ENGINEER 400 Osceola Avenue Jax Beach, FL 32250 PE 3 6 8 0 2 I �- BLUE HERON C O N S U L T I N G I N C 362 Osceola Avenue J n x RP.nch EI vn I j I 111/2 II �.,y 1 11/2 1 11 2 .I 10 0 II 23 - I "I 7 iI II II II , N A 0 o A U _ I. - ' - /4 - 9' 6 /2" 10' 6 /8 I 0 I �i6 10 1 /16 10 1 �I6 2 -- -- --- -- - -- - -_ E N G I N E E R I N G I N C ALUMINUM GUTTER SINGLE -PLY ROOFING 2 9 5 5 H a r t l e y R o a d 113'-0" (TYP. AT VERANDA - EXISTING AND NE - FRAME MECHANICAL ROOM W/ 2 x 4 AND 5/8" GYP. BD. EACH SIDE. LOUVER ' �FF;�i 77 INSULATE W/ SOUND !///j%/� ATTENUATION BLANKET AWU� '/„%%' ; % /%�i'%//' UNDER MECHANICAL UNITS .Vow - VERANDA ROOF / All / %��/,,,. / ” ACCESS LADDER STAIR TO EQUIPMENT ROOM LOUVER 10 ATTIC PLAN Jacksonville, FL 32257 P F 3 1 9 8 7 FRAME AROUND ACCESS STAIR W/ ROOF TRUSS SAME CONSTRUCTION AS MECHANICAL ROOM I ACCESS STAIR _-- UNI T I WALL. BELOW - --i- CEILING._ -- SUPPORT ACCESS STAIR FROM TRUSSES ABOVE. FRAME STAIR UNIT TO ELEVATION TO MATCH CEILING.--- — --+ SECTION 1 '/4"=1' O" 103 � Y4" T P Y W 0 0 D -- --- - -- _ FLOOf NO. REVISION/ISSUE DA -(E - 1 2 I WIDE BOTTOM CORD C O N S T R U C T 10 N STEPS - �.� !� OF ROOF TRUSS DOCUMENTS 2' X 2' PLYWOOD ------ -- PLATFORM KEY PLAN WALL BELOW -- NT NUE WALL OU ID ACCESS AI ROOF PLAN AND ATTIC PLAN ENLARGED P N - 3 TI' rh A II 1 REVIEWED BY: DRAWN BY SCALE I DATE 03 --�--- I i 1Al 03 j REMOVE EXISTING - i�EMOVE ALUMINUM SIDING SHINGLES AND REPLACE AND ASSOCIATED TRIM. REPLACE - FIBERGLASS SHINGLES ---� WITH NEW FIBERGLASSiNITH NEW 8" SIDING AND WINDOW/ SHINGLES jDOOR TRIM 7. — — 5- ALUMINUM ENTRANCE --- — -- 1112" WIDE DRIP SLOT IO / AND STORFRONT — -- — --- – 8" LAP SIDING --- ---- _ CUT IN FASCIA - _ — -- [71 nn L Ej AT RESTROOM -- - 8" LAP SIDING L1BUILD 'v'L NEW CONSTRUCTION NORTH ELEVATION i I/811_ 1 ,—Oil FIBERGLASS SHINGLES 811 LAP SIDING - REMOVE EXISTING SHINGLES AND REPLACE WITH NEW FIBERGLASS SHINGLES —� .m. . a ----REMOVE ALUMINUM SIDING AND ASSOCIATED TRIM. REPLACE WITH NEW 811 SIDING AND WINDOW/ DOOR TRIM FIBERGLASS SHINGLES -- -- r WEST ELEVATION 0 REMOVE EXISTING SHINGLES AND REPLACE WITH NEW FIBERGLASS SHINGLES --- EAST ELEVATION - - REMOVE ALUMINUM SIDING AND ASSOCIATED _TRIM. REPLACE WITH NEW 811 SIDINGANDWINDOW/ DOOR TRIM -- PRDE AI N DIVJTER 3FEET FRR0 EDGE sc °ate 411�V i i- CI1Y OF A i l A N T I C 8 E A C H 900 Seminole Road Atlantic Beach, FL 32233 L_ TAT CHAN ARCHITECT 310 Country Club Lane j Atlantic beach, FL 32233 A R 1 3 7 0 9 i l j CHRISTOPHER KATHE i CONSULTING ENGINEER 400 Osceola Avenue J a x Beach, FL 32250 P E 3 6 8 0 2 .. F 8LUE HERON CONSULTING, INC 362 Osceola Avenue J a x Beach, FL 32250 P E 3 6 1 2 0 CONSTRUCTION DOCUMENTS KEY PLAN ELEVATIONS 1CC PHH /8'=1'-0'I REVIEWED BY; DRAWN BY SCALE DAIS. I I A104I WAINW-11M END=. MINN.— loll ---- MINE MON111111' ii! M I 11 SOUTH ELEVATION NEW CON'STRUCTION EXISTIHG BUILDING ALUMINUMFIN WALLS AND O. . T FIBERGLASS SHINGLES -- -- r WEST ELEVATION 0 REMOVE EXISTING SHINGLES AND REPLACE WITH NEW FIBERGLASS SHINGLES --- EAST ELEVATION - - REMOVE ALUMINUM SIDING AND ASSOCIATED _TRIM. REPLACE WITH NEW 811 SIDINGANDWINDOW/ DOOR TRIM -- PRDE AI N DIVJTER 3FEET FRR0 EDGE sc °ate 411�V i i- CI1Y OF A i l A N T I C 8 E A C H 900 Seminole Road Atlantic Beach, FL 32233 L_ TAT CHAN ARCHITECT 310 Country Club Lane j Atlantic beach, FL 32233 A R 1 3 7 0 9 i l j CHRISTOPHER KATHE i CONSULTING ENGINEER 400 Osceola Avenue J a x Beach, FL 32250 P E 3 6 8 0 2 .. F 8LUE HERON CONSULTING, INC 362 Osceola Avenue J a x Beach, FL 32250 P E 3 6 1 2 0 CONSTRUCTION DOCUMENTS KEY PLAN ELEVATIONS 1CC PHH /8'=1'-0'I REVIEWED BY; DRAWN BY SCALE DAIS. I I A104I 2 X 6 TREATED 2 X 4 TREATED - BRG. AT COL. METAL ------------ — FLASHING I" X 8" FASCI A TRIM 2 X REQ'D BLOCKING DETAIL OF RAILING 1'-4" CONCRETE STEP — GRADE NO.4 DOWELS AT 4'-0" MAX ON CENTER 2 - NO. 4 REBAR — D WALL SECTION i/2"—I'-0 METAL DRIP —— 2 X 6 BLOCKING I X 8 FASCIA ' TRIM ` J 8" SI DI NG METAL , FLASHING GYP. BD, GYP. BD. THRESHOLD AS SCHEDULED 2 X REQ'D - - 12'-0" AFF BLOCKING TOP PLATE \ I" X 81/2" FASCIA =� TRIM 8" SIDING 2 X HEADER I , i 1 I R-13 BATT I NSULATI ON A108 2 '4108 R-30 BATT INSULATION 7 A108 8 A108 .040 ALUMINUM FLASHING k <i FOAM INSULATION i (TYP. AT PERIMETER) AT PERIMETER OF. NORTH SIDE ONLY K 0 o '� L . U WALL i/2,_1, -O, SECTION A105 o sc MECHANI CAL. EQUIPMEN T _ nII II� lJ 1 - ' CU COMMUNITY ROOM I I LONGITUDINAL SECTION 0 ____7 KITCHEN BEYOND MECHANICAL DUCTS GREEN ROOM i STAGE 2 HOUR RATED PARTITION PARTIAL SECTION 1/8,_1,-0" 1112" REVEAL PAINTED BLACK - I" STAINLESS STEEL RAILING W'/ 2'/2" DIA. FLANGES MOUNTED TO BLOCKING IN WALL. WI TH'/4" S/S PAN HEAD PHILLIPS SCREWS ----- - — VIC STAINLESS STEEL CABLE AND TURNBUCKLE STAINLESS STEEL EYE (SIZED FOR CABLE) I%" X 3 1/2" CHERRY FRAME WITH RABBIT IN BACK FOR GLASS AND ART. PROVIDE DOUBLE STRENGTH NON -GLARE GLASS AND 1/4" LUAN PLYWOOD BACK. - -- 7/8" CHERRY ON 3/4" PLYWOOD. ATTACH CHERRY WITH SCREWS FROM PLYWOOD SIDE 2 X 4 BLOCKING --- N I N 3/4" CHERRY PLYWOOD SIDES ----- - FEATHER -IN �, W GYP. BD. TOUJ a V� FLAT WALL - m cx:) o = GALLERY TRANSVERSE SECTION SECTION %8��=I'-Q' FULLY WELD SUPPORT RAILS TO FRONT RAIL -__-__ AND TO FLANGES �( --= '� --- SUPPORT RAILS TO BE 4" LONG 1 PROVIDE CLIPS TO HOLD GLASS/ART/ BACKS I i Oate C I T Y 0 f �� A T L A N T I C B E A C H 800 Seminole Road Atlantic Beach, FL 32233 THICK X I" WIDE X LENGTH AS REQUIRED CLIP 2 PER UNI T �I- j PROVIDE BLOCKING IN WALL AS REQUIRED 106 4-----� � I T NLESS STEEL ILII` G W/ 21/2" .F ANGES MOUNTED B OCKI NG IN WALL H" " S/S PAN HEAD LL PS SCREWS i TAT C H A N ARCHITECT 310 Country Club Lane Atlantic Beach, FL 32233 A R 1 3 7 0 9 CHRISTOPHER KATHE CONSULTING ENGINEER 400 Osceola Avenue Jax Beach, FL 32250 P E 3 6 8 0 2 BLUE HERON C O N S U l T I N G I N C 362 Osceola Avenue J a x Beach, FL 32250 P E 3 6 1 2 0 �CONSTRUCTIONI i DOCUMENTS KEY PLAN BUILDING 1 SECTIONS ' REVIEWED BY: DRAWN BY SCALE DATE c L C L C l VARIES )OD AME A F=RAME TYPES FRAME TYPES REFER TO DOOR SCHEDULE FOR DOOR MATERI AL D BATT INSUL. 'J SHEATHING SEALANT 'WD.�TUD -- SIDING 5/8" GYPBD. Height � 7k/_ WOOD TRIM -GLASS I I 5/811GWB SEALANT CEILING - JAMB DETAIL 1 WD. HEADER � '' GLASS FRAMING -F- DOOR (SEE SCHEDULE) (SEE SCH.) -- Fin. ALUM.DOOR ALUM. DOOR FRAME -- HEAD DETAIL '7� 2 PR. 3'-0" 7'-0" SET IN SEALANT (SEE SCH.) --, 2 G.W.B. A PNL I a, _ I O co c,/TR DOOR TYPES ALL GLAZING TO BE TEMPERED ALL GLAZING TO BE TEMPERED BATT INSUL. - -�, -SIDING ELEVATION_ SHEATHING ------ 1 -,--WOOD TRIM ----- ---- -- 1/4 "_l' -O _- 4167� 5/8" GYPBD. --- _ 0 I 'J `i SEALANT 'WD.�TUD -- q �I Height ALL GLAZING TO BE TEMPERED BATT INSUL. - -�, -SIDING ELEVATION_ SHEATHING ------ 1 -,--WOOD TRIM ----- ---- -- 1/4 "_l' -O _- 4167� 5/8" GYPBD. --- _ 0 I OPENI NO DOOR SEALANT 'WD.�TUD -- q �I Height ALL GLAZING TO BE TEMPERED BATT INSUL. - -�, -SIDING ELEVATION_ SHEATHING ------ 1 -,--WOOD TRIM ----- ---- -- 1/4 "_l' -O _- 4167� 5/8" GYPBD. --- _ 0 I THRE' DETAIL ---- D/ TR 00 I �J ALL GLAZING 0 EE TF-_MPERED ELEVATION 4 (?" A107 CLERESTORY WINDOW WINDOW TYPES 3'-8" TYPICAL WI NDOW --- 5/e" . BD. EXTERIOR -� GYP� � 5/$" GYP, BD. -- SIDING WD. STUDS WD. STUDS — EXTERIOR I X 4 WD. r I X 4 WD. TRIM--- -- TRIM TRIM - f DOOR AS DOORI DOOR - SCHEDULED __ CASI NG - - CA(ZI NG FIN FL DOOR AS DOOR AS ---- SCHEDULED - - SCHEDULED - DETAIL (HEAD) 5 DETAIL (JAMB) 4 DETAIL r3 1 _I,_O A107 Ill_I,_Oil A107 I _I,_0 A107 DOOR DETAILS DOOR SCHEDULE OPENI NO DOOR SEALANT 'WD.�TUD -- Mark Width Height FRAMING Mat. of Levs -GLASS ALUM.D00R --- I Head FRAME r, - -- ALUM. DOOR - JAMB DETAIL 1 3'-0" 7'-0" I I BASE -F- DOOR (SEE SCHEDULE) (SEE SCH.) -- Fin. A WD 5 HANDICAPPED THRESHOLD (MT) ' FIN. FL. — 2 PR. 3'-0" 7'-0" SET IN SEALANT (SEE SCH.) --, 2 G.W.B. A WD (SEE SCHEDULE) ° 6 o ---- 3 3'-0" 0 0 o WD J CONC. SLAB - -' A WD (SEE STRUCT.) - 4 ''—EXP. JOINT EXT. LOCKSET (SEE STRUCT.) SILL DETAIL ,---` ------- — -- � 9Al 07) I DIRECTOR'S OFFICE THRE' DETAIL ---- D/ TR 00 I �J ALL GLAZING 0 EE TF-_MPERED ELEVATION 4 (?" A107 CLERESTORY WINDOW WINDOW TYPES 3'-8" TYPICAL WI NDOW --- 5/e" . BD. EXTERIOR -� GYP� � 5/$" GYP, BD. -- SIDING WD. STUDS WD. STUDS — EXTERIOR I X 4 WD. r I X 4 WD. TRIM--- -- TRIM TRIM - f DOOR AS DOORI DOOR - SCHEDULED __ CASI NG - - CA(ZI NG FIN FL DOOR AS DOOR AS ---- SCHEDULED - - SCHEDULED - DETAIL (HEAD) 5 DETAIL (JAMB) 4 DETAIL r3 1 _I,_O A107 Ill_I,_Oil A107 I _I,_0 A107 DOOR DETAILS DOOR SCHEDULE OPENI NO DOOR FRAME I a Mark Width Height Type Mat. of Levs Louv Size Type Mat. Head Jamb Sill -�3a):D L L o = 3 U) 1 3'-0" 7'-0" S/TR WD I Fin. A WD 5 4 6 EXT. LOCKSET 2 PR. 3'-0" 7'-0" D/TR WD 2 G.W.B. A WD 5 4 6 EXT. LOCKSET 3 3'-0" 7'-0" S/TR WD I G.W.B. A WD 5 4 6 EXT. LOCKSET 4 3'-0" 7'-0" PNL WD I DIRECTOR'S OFFICE A WD 3 3 - PRIV. LOCKSET 5 3'-0" 7'-0" PNL WD I P A WD 3 3 - PRIV. LOCKSET 6 3'-0" 7'-0" PNL WD I P A WD 3 3 - PRIV. LOCKSET 7 3'-0" 7'-0" PNL WD I P A WD 3 3 - PRIV. LOCKSET 8 2'-4" 7'-0" PNL WD I PO.T A WD 3 3 - LATCHSET 9 3'-0" 7'-0" PNL WD I G.W.B. A WD 3 3 _ - PRIV. LOCKSET 10 3'-0" 7'-0" PNL WD I G.W A WD 3 3 - PRIV. LOCKSET 11 3'-0" 7'-0" PNL WD I G.W.B. A WD 3 3 - LOCK 12 3'-0" 7'-0" PNL WD I A WD 3 3 - _ PRI V. LOCKSET 13 3'-0" 7'-0" S/TR GL/AL I A AL 7 8 9 PANIC HARDWARE 14 3'-0" 7'-0" PNL HM I A HM 3 3 - PRIV. LOCKSET 15 3'-0" 7'-0" PNL WD I P A WD 3 3 _ - _ PRIV. LOCKSET 16 3'-0" 7'-0" PNL WD I Q.T. A WD 3 3 - PRI V. LOCKSET 17 PR. 3'-0" 7'-0" D/TR GL/AL 2 112 A AL 7 8 9 PANIC HARDWARE 18 3'-0" 7'-0" PNL WD I A WD 3 3 - PRIV. LOCKSET 19 3'-O" 7'-0" PNL WD I G.W.B. A WD 3 3 - LATCHSET 20 3'-0" 7'-0" PNL HM I G.W.B. A WD 5 4 6 PRIV. LOCKSET 21 3'-0" 7'-0" PNL WD I CLOSET A WD 3 3 - PRIV. LOCKSET 22 3'-0" 7'-0" PNL HM I P A WD 5 4 6 EXT. LOCKSET 23 2'-4" 7'-0" PNL WD I A WD 3 3 - LATCHSET 24 3'-0" 7'-0" PNL WD_ I A WD 3 3 - LATCHSET 25 3'-0" 7'-0" PNL WD I CPT A HM 3 3 - PANIC HARDWARE WD--SOL.I D WOOD PNL--6 PANEL DOOR D/TR--DOUBLE DOOR WITH TRANSOM S/TR--SINGLE DOOR WITH TRANSOM FINISH SCHEDULE erALrks a� 0 J I C I T r O F A I L A N I I C BEACH IQ j 800 Seminole Road Atlantic Beach, FL 322.33 juPc.H= TAT C H A N A R C H I T E C 1 310 Country Club lane Atlantic Beach, FL 32233 A R 1 3 7 0 9 11/2 HR S T R U C T SIJ R A- CHRISTOPHER KATHE CONSULTING ENGINEER 400 Osceola Avenue J a x Beach, FL 32250 P E 3 6 8 0 2 BLUE HE'R0N CONSUL TING, INC 362 Osceola Avenue Jaz Beach, FL 32250 P E 3 6 1 2 0 1 112 HR E S E C: T G i _ L_ H A 0 0 A 0 ENGINEERING, INC. 2955 Hartley Road Jacksonville, FL 32257 P E 3 1 9 8 7 SPACE PNLOOR WALLS 11 1 CEILING MarkNORTH Designation Mat. Fin. Base SOUTH EAST E Fin. Mat. Remarks Mat. Fin. Mat. Fin. Mat. Fin. Ma 100 COMMUNITY ROOM CPT WD G.W.B. P G.W.B. P G.W.B. P G.W P ACT/G.W.B. 101 OFFICE CPT WD G.W.B. P_ G.W.B. P G.W.B. P G.W P ACT 102 DIRECTOR'S OFFICE CPT WD G.W.B. P G.W.B. P G.W.B. P G.W P ACT 103 KITCHEN LIN WD G.W.B. P G.W.B. P G.W.B. P G.W . P ACT 104 CORRIDOR LIN WD G.W.B. P G.W.B. P G.W.B. P G.W P ACT ' 105 WOMENS TOILET PO.T WD G.W.B. P G.W.B. P PO.T/GWB P G.W P0.T/P G.W.B. PO.T FROM FLOOR TO 48" AFF 106 MENS TOILET PO.T WD G.W.B. P G.W.B. P PO.T/GWB P G.W . PO.T/P G.W.B. PO.T FROM FLOOR TO 48" AFF 107 RESOURCE ROOM CPT WD G.W.B. P G.W.B. P G.W.B. P G.W P G.W.B. 108 COMMUNICATIONS ROOM CPT WD G.W.B. P G.W.B. P G.W.B. P G.W . P G.W.B. 109 GALLERY PO.T WD G.W.B. P G.W.B. P G.W.B./WD P/WD G.W G.W.B. WOOD PANELING AT CURVED WALL 110 OFFICE / WORK ROOM CPT WD G.W.B. P G.W.B. P G.W.B. P G.W rp ACT III TOILET Q.T. Q.T. G.W.B. P G.W.B. P G.W.B. P G.W G.W.B. IMPACT RESISTANT G.W.B. W/ EPDXY COATING 112 DRESSING CPT WD G.W. B. P G.W.B. P G.W.B. P G.W ACT 113 GREEN ROOM CPT WD 0.W.B. P G.W.B. P G.W.B. P G.W . P ACT 114 DRESSING CPT WD G.W.B. P G.W.B. P G.W.B. P G.W . P ACT 115 CLOSET CPT WD G.W.B. P G.W.B. P G.W.B. P G.W P ACT 116 STAGE 117 THEATER 118 ELECTRICAL CLOSET CPT WD G.W.B. P G.W.B. P G.W.B. P G.W P ACT 119 CORRIDOR LIN WD G.W.B. P G.W.B. P G.W.B. P G.W P ACT 120 CORRIDOR LIN WD G.W.B. P G.W.B. P G.W.B. P G.W P ACT CONSTRUCTION DOCUMENTS KEY PLAN SCHEDULES AND DETAILS U FHH REVIEWED BY: DRAWN BY SCALE DATE A 10 7 �I 8" SIDING PLYWOOD SHEATHING - - ALUM. FLASHING -- WI NDOW AND CASING 1 i - e 5/$" GYP. BD. FINISH WOOD TRIM FINISH WOOD TRIM 5/8" GYP. BD. SHINGLES ON 30 LB. FELT FLASHI N( PORCH R SINGLE F MEMBRAI` %q " T & PLYWOOC STRUCTL BEAM BEYOND FINISH WOOD TF JOIST H/ 8" SI DI NC PLYWOOD i SHEATHI NG - --� DETAIL i I i I 2x6 CONTINOUS BLOCKING - - I xREQ'D FASCIA AND SOFFIT ----- " 8.. SIDING -- -- I WI NDOW AND CASING METAL FLASHING - DETAIL 1I/2,_l,_0„ i "X 4" PRESSURE I" X REQ'D TRIM - - -- REATED POST 0 METAL FLASHING --- 2x6 CONTI NO BLOCKING --- I xREQ'D FASCI A AND SOFFIT 8'. SI DI NG - %q" PLYWOOD - _w " GYP. BD. --o► -- --- - - FINISH WOOD TRIM .. -- -- 5/8 GYP. BD. DETAIL 2x415L0FKI NG C I T Y O F A T L A N T I C B E A C H 800 Seminole Road I Atlantic Beach, FL 32233 TAT C H A N A R C H I T E C I 310 Country Club lane Atlantic Beach, FL 32233 L_ A R 1 3 7 0 9 CHRISTOPHER KATHE CONSULTING ENGINEER 400 Osceola Avenue J a x Beach, FL 32250 P E 3 6 8 0 2 BLUE HERON C 0 N S U L T I N G I N C 362 Osceola Avenue I n v R o n r h C I 3 9 9 8 T- BATT METAL \ INSULATION H A 0 0 A 0 FLASHING , y ENGINEERING, INC. I t� / 2955 Hartley Road 2x6 CONTINC n �_Jacksonville, FL 32251 _ P E 3 19 8 7 BLOCKING I xREQ D V; FASCIA ^ ^ AND SOFFIT GYP. BOARD CEILING I SI DI NG �_ `--- 5 GYP. 3/q" PLYWOOD -- RC)APn PT 4 X 4 i PITCH POCKET SINGLE PLY ROOF MEMBRANE - 4"X 4 PRESSURE -- TREATED POSTM --� ALUM. DRIP ----- - •— CONSTRUCTION DOCUMENTS FASCIA KEY PLAN BEAM AND - FINISHED I" X RE - -- TRIM _- EXTERIOR DETAILS 11/2" FINISHED TRI1I, -- - _ -� I" X REQ'D Fr;h I I I,_a,, FINISHED TRIM I REVIEWED BY:1 DRAWN BY j SCALE 1 DATE i 71� DE L A108112 08) 1 D 1 i2E GTOfR OFF 1 GE OFF ICE 7 OFFICE/ WK.RM 12' X 12" TILE PATTERN LAY TILE AS SHOWN. IF UNABLE TO PROVIDE LAYOUT AS SHOWN, NOTIFY ARCHITECT PRIOR TO STARTING. DETAIL ENCLOSE DOWNLI GHTS - SHELF W/ WITH WOOD TO MATCH DOWNLI GHTS SHELF ---- DETAIL 0 - --- --- -- NOTE: GRID MAY IBE USED TO LAYOUT CURVE OF 46 FOOT DIAMETER WALL. NOTIFY ARCHITECT IF FURTHER INFORMATION IS REQUIRED. LINOLEUM FLOORING LIN - I LINOLEUM FLOORING LlI - 2 LINOLEUM FLOORING LIN - 3 PORCELAIN TILE 12"X 12" PO.T - I, POLISHED PORCELAIN TILE 12" X 12" PO.T - 2, POLISHED PORCELAIN TILE 12" X 12" PO.T - 2, NON -POLISHED QUARRY TILE 6" X 6" OT -1 - --- 13" DEEP GYP. BD. SOFFI T RANGE HOOD - o — -, n 6" BACKSPLASH Cc j -5 5 �_-- COORDINATE-- 4" BASE W/ STOVE AND REFRIGERATOR OPENI NG --- DETAIL g 1112(_1, 011 1\��09 (2) -5/8" TYPE GYP. BD. EA. OF 35/8" STUD (2) '/4" MD0 -- 1/4" CHERRY PLYWOOD FURNITURE GRADE PLAIN SLICED---- PLAN LICED----PLAN DETAIL N.T.S. DETAIL 1/q" CHERRY PLYWOOD FURNITURE GRADE PLAIN SLICED -- + 1/q" REVEAL (PAINT BLACK) ----- 2 -/q" MD0 - (2)-5/8" TYPE "X" GYP. BD. - _ -- - FURRING -- 3/4" CHERRY BASE -.-_ DETAIL N.T.S. X1--19-112" —11 �- 21 -11211 -- 9-112" RI SER HEI GHT '/q" REVEAL (PAINT BLACK) 'ERED BLOCKING REQUI RED SWAY BR INCREQUIRED FOR HANGER RODS LONGER THAN IE (2) LAYERS 5/a" G I BOARD I. i j -- HANGING RODS -f f 2 x 8 WOOD HEP GYP. BD. SOFFIT ( Ito �"' ----FOLDING PARTI TI AND TRACK JETAIL 1 ,_,, O, 09 CHRISTOPHER KATHE CONSULTING ENGINEER 400 Osceola Avenue Jaz Beach, FL 32250 P E 3'6 8 0 2 A BLUE HERON C 0 N S U L T I N G I N C �_ _ � t=�TOP STEP 362 Osceola Avenue h. LOCATED AT Jax Beach, FL 32250 P E 3 6 1 2 0 ONE INCH I BELOW BOTTOM E L E T R P L OF FRAME -�--' HA00A-0 -- - :!' i BI DOORS DIN ', TYP. DOOR CASING EA. SIDE, 1 � CONSTRUCTION I i � KI TCHEN 1 BEYOND 1 1'/2 THICK TOP PASS -THOU 4" BASE COUNTER; DOORS TO BE IDENTICAL TO CABINET DOORS. USE SOSS TYPE HINGES BETWEEN LEAVES DOCUMENTS KEY PLAN INTERIOR AND MILLWORK DETAILS 1 I i - I I I_1_ FHH AS NOTED REVIEWED BY; DRAWN BY ; SCALE DATE 1 S-1 - 8"wx12"d THICKENED EDGE W/ 1-#5 CONTINUOUS r— — — — — — — — 10"x20" CONTINUOUS F CONCRETE FOOTING W/ 2-#5 CONTINUOUS w i I ( O it l !-i SAWCUT JOINT �-I_ I L — w II li ( SAWCUT JOINT ! BREACKOUT AND REMOVE STRIP OF EXISTING CONCRETE SLAB, AS REQUIRED FOR NEW PLUMBING/PIPIN -8"wx12"d THICKENED EDGE W/ 1—#5 CONTINUOUS FOUNDATION PLAN- SCALE: 1/4" = 1'-0" 2x6 P.T. SYP #2 SILL PLATE w/ '/2 "0 x 10" ANCHOR BOLT © 24" OC w/ 2"x2"x'/8 " PLATE WASHER 4" CONCRETE SLAB ON GRADE W/ WWF 6x6 W1.4xW1.4 OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL _ -- x ---- x --- x - x - ' 8" CMU STEM WALL W/ 1—#5 VERTICAL DOWEL W/ STD 90' BEND INTO FOOTING © 48" O.C. BEND DOWEL OVER INTO SLAB AND LAP 25" MINIMUM w/ WWF 3" 2'-6"x2'-6" MONOLITHIC CONCRET FOOTING W/ 3-#5 EACH WAY (TYPICAL 18 LOCATIONS) 4"x4" P.T. SYP No.2 POST W/ 1 pc SIMPSON ABU44 5/8 "0x12" ANCHOR - 1 -#5 CONTINUOUS AT 12" BOLT CONCRETE STEP -1�11111�--I II�III - T.O.S. EL. + 00" 1, 14„ SEE ARCH PLANS 2'-6"x2'-6" MONOLITHIC--/ FOOTING W/ 3-#5 GRADE EACH WAY (TYPICAL 18 III LOCATIONS) �o AR � --- 1'-8" 10"x20 CONTINUOUS CONCRETE FOOTING W/ 2—#5 CONTINUOUS SECTION AT FOOTING " SCALE: 3/4 = 1'-0" x E 2"x6" P.T. SYP #2 SILL PLATE W/ 1/2 "Ox110" ANCHOR BOLT- @ -!4" 0. C. W/ 2"x2"x'/8 " PLATE WASHER 1/2 " STEP AS PER ARCH. PLANS SLOPE • I' 11= I =III= -1 II- -6"W x 2'-6"L I� 2 SECTION S -1j SCALE: 3/4" = 1'-0" 8" STEM WALL, SEE PLAN EXISTING FOOTING AND STEMWALL SIMILAR 2 S-1 4" CONCRETE SLAB ON GRADE W/ WWF 6x6 W1.4xW1.4 OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL VERTICAL REINF., SEE PLAN III��I.I ` � CMU STEM WALL W/ 1-#5 VERTICAL DOWEL W/ STD 90' BEND INTO FOOTING © 48" 0. C. BEND DOWEL OVER INTO SLAB AND LAP 25" MIN. W/ WWF -10"x20" CONTINUOUS CONCRETE FOOTING W/ 2—#5 CONTINUOUS 24" MIN LAP W/ CONTINUOUS FOOTING REINFORCING FOOTING & REINF., SEE PLAN RILL 6" & EPDXY 2 PCS #5 2'-6" LONG INTO EXIST FTG NEW FOOTING INTERSECTION W/ EXISTING 3 SECTION S-1 SCALE: 3/4" = 1'-0" i'-0" UPLIFT CONN. AT TOP & BOTTOM OF STUDS, SEE SCHED. 2"x6" SYP No.2 -� PT PLATE SLAB ON GRADE, -i SEE PLAN �__8"wx`12"d THICKENE E E W/ 1-#5 CONTINUO _FT //_ 2"x6" SPF #2 T S @ 16" OC, SEE A 1/2 "Ox8" ANCH B LT @ 32" 0. C. W/ "x 'x'/8 " WASHER (EXP. LT MAY BE USED) a x -a — x x x x o a 10"x20" THICKENED SLAB W/ INTERIOR BEARING WALL 2-#5 CONT. 4 SECTION S-1 SCALE: 3/4" = 1'-0" 4" CONCRETE SLAB ON GRADE W/ WWF 6x6 W1.4xW1.4 OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL O 2-#5 CONTINUOUS 1'-6" AT CONCRETE STEP W/ 3-#5 HORIZONTALKT--SECTION S-1 SCALE: 3/4" = 1'-0" 3/4" DEEP SAWCUT W/ ELASTOMERIC SEALANT -SLAB ON GRADE, SEE PLAN OT SAWCUT CONCRETE SLAB WITHIN . T 12 HOURS OF CONCRETE PLACEMENT AWCUT SLAB TYPICAL 5 SECTION —1 SCALE: 3/4" = 1'-0" 1 001 10 to] TOPSLB, SET DOW 3 IIRECEIVE B K PAVER 2- #5 71-0" 4" CONCRETE SLAB ON GRADE 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL -� SECTION 1% SCALE: 3/4" = 1'-0" CLIENT CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, FL 32233 ARCHITECT TAT CHAN ARCHITECT 310 Country Club Lane Atlantic Beach, FL 32233 AR 13709 STRUCTURAL CHRISTOPHER KATHE CONSULTING ENGINEER 49) Osceola Avenue Jax Beach, FL 32250 PE 36802 M & P BLUE HERON CONSULTING, INC 362 Osceola Avenue Jax Beach, FL 32250 36120 ELECTRICAL HADDAD ENGINEERING, INC. 2955 Hartley Road Jacksonville, FL 32257 31987 NO. IREVISI❑N/ISSUE I DATE ONSTRUCTI❑N DOCUMENTS KEY PLAN P❑UNDATI❑N PLAN E01-177 PRB 1/4'=1'-0' 1-14-02 REVIEWED I,Y DRAWN BY SCALE DATE S-1 SHEET 1 OF 4 ❑ ❑ _ ------ — --- t I I 4 I I I DRIL 6" AND EPO�CY 2pcs CONCR�TE SLAB ON GRADE W/ I 3'/2" STEP t I I 6x6 Wfl .4xIW1.4 WWF OVER 6MIL #5 x 2'-6" IN�O(XISTING VAPOR I BA RIER, OVER TERMITE CONCRETE FOOTING ITYPICAL I T�EAI ED COMPAC1F ED FILL I I ATI N 2 ILO 0 S) I ❑�l ElI I SAWCUT JOINT i 1-#4 x 3'-0" I I AT INSIDE I REINFORCING CORNER I I I I �__ I I -j F_ ( ( TYPICAL 10 LOCATIONS ) 10�� dx20 '_ _ I THICKEAED I I w I SLAB W/ 2-#5 CONTINUOUS I -- -- -- C/�� 4 z 8d x16 w THICKENED I I I Q EDGE W/ 2-#5 ElI SAWCUT i t I S-1 I I CONTINUOUS _J JOINT I SLOPE -. I I I SAWCUT JOINT -- -- -- -- -- -- - -- -I- -- -- -- -r—�-- -- ------ --1---- -- -- -- -- -- -- -- -� I I 31/2 " STEPEl I El I I ___J i I S_1 I I 4" CONCREI E SLAB ON GRADE W/ i , I 6x6 W1.4x 1.4 WWF OVER 6MIL SAWCUT ,-- �� I I I VAPOR BA RIER, OVER TERMITE I I JOINT TREATED COMPACTED FILL--- � I i DRIL 6 AND EPDXY 2pcs ❑ ISAWCUT JOINT 2' -6"x2' -6"x1' -0"d" #5 x 2'-6" INTO EXISTING I ❑ J I i l MON3LITHIC CONCRETE I II CONCRETE FOOTING (TYPICAL - SOOTING W/ 3—#5 I v1 2 `LOCATIONS) I DROP SLAB 3" TO EACH WAY Jrr- — — — - - - - - - -- - -- - -i ` SAWCUT JOI T I ( RECEIVE BRICK PAVERS ll-- - - -1 2'-0"x2'-6r'x10"d CONCRETE - I i I FOOTING W/'3-#5 EACH WAY ❑ I STEP U_---------- ------------ --------------------------------------� I I i------- -- F _ r LLJ - - CI_ I J OQ I z z U�z(� _ U� I z c�DD II QD 1/1 Q0 � Q0 O Cn� -- cn r I —i r I r I —� r I r I r— I61 r, �' r— ❑I E] I I I I ----------� '----------- ' L ----------J ❑ I, I I L ----------J I I I I I I I I ' L -----------J ' L------------� ' L----- ----J ' I L ----------J I t I I ' L ----------J ITI1 I L-- $1 - I ----J ' I I ❑ L---------� ❑ ❑ -8"wx12"d THICKENED EDGE W/ 1—#5 CONTINUOUS FOUNDATION PLAN- SCALE: 1/4" = 1'-0" 2x6 P.T. SYP #2 SILL PLATE w/ '/2 "0 x 10" ANCHOR BOLT © 24" OC w/ 2"x2"x'/8 " PLATE WASHER 4" CONCRETE SLAB ON GRADE W/ WWF 6x6 W1.4xW1.4 OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL _ -- x ---- x --- x - x - ' 8" CMU STEM WALL W/ 1—#5 VERTICAL DOWEL W/ STD 90' BEND INTO FOOTING © 48" O.C. BEND DOWEL OVER INTO SLAB AND LAP 25" MINIMUM w/ WWF 3" 2'-6"x2'-6" MONOLITHIC CONCRET FOOTING W/ 3-#5 EACH WAY (TYPICAL 18 LOCATIONS) 4"x4" P.T. SYP No.2 POST W/ 1 pc SIMPSON ABU44 5/8 "0x12" ANCHOR - 1 -#5 CONTINUOUS AT 12" BOLT CONCRETE STEP -1�11111�--I II�III - T.O.S. EL. + 00" 1, 14„ SEE ARCH PLANS 2'-6"x2'-6" MONOLITHIC--/ FOOTING W/ 3-#5 GRADE EACH WAY (TYPICAL 18 III LOCATIONS) �o AR � --- 1'-8" 10"x20 CONTINUOUS CONCRETE FOOTING W/ 2—#5 CONTINUOUS SECTION AT FOOTING " SCALE: 3/4 = 1'-0" x E 2"x6" P.T. SYP #2 SILL PLATE W/ 1/2 "Ox110" ANCHOR BOLT- @ -!4" 0. C. W/ 2"x2"x'/8 " PLATE WASHER 1/2 " STEP AS PER ARCH. PLANS SLOPE • I' 11= I =III= -1 II- -6"W x 2'-6"L I� 2 SECTION S -1j SCALE: 3/4" = 1'-0" 8" STEM WALL, SEE PLAN EXISTING FOOTING AND STEMWALL SIMILAR 2 S-1 4" CONCRETE SLAB ON GRADE W/ WWF 6x6 W1.4xW1.4 OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL VERTICAL REINF., SEE PLAN III��I.I ` � CMU STEM WALL W/ 1-#5 VERTICAL DOWEL W/ STD 90' BEND INTO FOOTING © 48" 0. C. BEND DOWEL OVER INTO SLAB AND LAP 25" MIN. W/ WWF -10"x20" CONTINUOUS CONCRETE FOOTING W/ 2—#5 CONTINUOUS 24" MIN LAP W/ CONTINUOUS FOOTING REINFORCING FOOTING & REINF., SEE PLAN RILL 6" & EPDXY 2 PCS #5 2'-6" LONG INTO EXIST FTG NEW FOOTING INTERSECTION W/ EXISTING 3 SECTION S-1 SCALE: 3/4" = 1'-0" i'-0" UPLIFT CONN. AT TOP & BOTTOM OF STUDS, SEE SCHED. 2"x6" SYP No.2 -� PT PLATE SLAB ON GRADE, -i SEE PLAN �__8"wx`12"d THICKENE E E W/ 1-#5 CONTINUO _FT //_ 2"x6" SPF #2 T S @ 16" OC, SEE A 1/2 "Ox8" ANCH B LT @ 32" 0. C. W/ "x 'x'/8 " WASHER (EXP. LT MAY BE USED) a x -a — x x x x o a 10"x20" THICKENED SLAB W/ INTERIOR BEARING WALL 2-#5 CONT. 4 SECTION S-1 SCALE: 3/4" = 1'-0" 4" CONCRETE SLAB ON GRADE W/ WWF 6x6 W1.4xW1.4 OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL O 2-#5 CONTINUOUS 1'-6" AT CONCRETE STEP W/ 3-#5 HORIZONTALKT--SECTION S-1 SCALE: 3/4" = 1'-0" 3/4" DEEP SAWCUT W/ ELASTOMERIC SEALANT -SLAB ON GRADE, SEE PLAN OT SAWCUT CONCRETE SLAB WITHIN . T 12 HOURS OF CONCRETE PLACEMENT AWCUT SLAB TYPICAL 5 SECTION —1 SCALE: 3/4" = 1'-0" 1 001 10 to] TOPSLB, SET DOW 3 IIRECEIVE B K PAVER 2- #5 71-0" 4" CONCRETE SLAB ON GRADE 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL -� SECTION 1% SCALE: 3/4" = 1'-0" CLIENT CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, FL 32233 ARCHITECT TAT CHAN ARCHITECT 310 Country Club Lane Atlantic Beach, FL 32233 AR 13709 STRUCTURAL CHRISTOPHER KATHE CONSULTING ENGINEER 49) Osceola Avenue Jax Beach, FL 32250 PE 36802 M & P BLUE HERON CONSULTING, INC 362 Osceola Avenue Jax Beach, FL 32250 36120 ELECTRICAL HADDAD ENGINEERING, INC. 2955 Hartley Road Jacksonville, FL 32257 31987 NO. IREVISI❑N/ISSUE I DATE ONSTRUCTI❑N DOCUMENTS KEY PLAN P❑UNDATI❑N PLAN E01-177 PRB 1/4'=1'-0' 1-14-02 REVIEWED I,Y DRAWN BY SCALE DATE S-1 SHEET 1 OF 4 ❑ ❑ ❑ I SE P —� of 8 ,/2 „ S sw-1 03 03 sw-1 e tR� O Fs —w--11 30 s � O sw-1 EE— '/ " STEP DIRECTOR/ S ,2 03 03 sw-1 03 03 OFFICE sw-1 0M OFFICE WK, RM, J J O O J J J o� 03: 0 T❑IFFY OFFICE �0 �� — LLJ �,Cf) m Z cn El Z ~ W W Z J Z < Z = ~ J - w - � Z W 0O 0° m m m wQ COMMUNITY R❑❑M 2pcs 2"x6" SPF No. DBL 2"x12" SYP NO.2 TUDS AT BEAM BEARIN HEADER BEAM (TYP. EACH SIDE) J J ❑m� W❑MENS �Iz TOILET ❑ �- KITCHE m `'J MENS GALLERY ❑ O 2pcs 2"x6" SPF No.2DTO- ILE_T ❑ �� STUDS AT BEAM BEARING (TYP. EACH SIDE) H I 3 cs LU -1 2 'x6" SPF No.2 �— (3)2"x10" SYP No.2 UPSET STUDS AT BEAM BEARING 1 c SIMPSON HTT22 <- HEADER OVER SLIDING TYP. EACH END I I DOOR WELL ( ) � O I N '/2" ST .25"x11.25" 2.0E — PARALLAM PSL (� O S T ❑RAG E N HEADER BEAM w=-, 1 o o r SHEARWALL SPECIFICATIONS 0 o rsVT,l 0 0 4"x4" P. SYP No.2 POST W/ 1 "x_" I TRIM WRAP (TYP) SW -1 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2" X 6" 2x6 JACK SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS @ 3" NO.2 HEA o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL STUDS HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT22 AT (2)2x10 SYP NO.2 EACH END OF SHEARWALL SEGMENT. FASTEN THE HTT22 WITH 1 5/8 "Ox12" ANCHOR BOLT WITH 32-16d COMMON WIRE NAILS. SW -2 INSTALL '/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER 2 2" X 4" SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS (2)2x10 SYP N0.2 @ 3" o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING 4x4 AT ALL HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT22 LLI m AT EACH END OF SHEARWALL SEGMENT TO INTERIOR CONCRETE SLAB. FASTEN THE HTT22 TO THE INTERIOR CONCRETE SLAB WITH 5/8"0x`12" ANCHOR BOLT WITH 32-16d COMMON WIRE NAILS. INDICATES ONE PIECE SIMPSON HTT22 INDICATES THE NUMBER OF FULL HEIGHT 2x6 STUDS EACH SIDE OF THE ® THE WINDOW OR DOOR OPENING. INSTALL TWO PIECES FULL HEIGHT STUDS EACH SIDE MINIMUM. NOTES: 1) SEE DETAIL 2/S-4 FOR TYPICAL SHEATHING NAILING PATTERNS. 2) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. EXTERIOR HEADER SPAN TABLE AND STUDS HEADER BEAM WINDOW/DOOR 2x6 JACK 2x6 FULL NO.2 HEA MAX OPENING STUDS HT STUDS (2)2x10 SYP NO.2 3'-0" 1 2 (3)2x10 SYP NO.2 6'-0" 2 3 (2)2x10 SYP N0.2 10'-0" PORCH 4x4 4x4 POST 1) TYPICAL HEADER SYP No.2 UNLESS NOTED OTHERWISE ON PLAN 2) SPLICE 2"x10" HEADERS TOGETHER W/ 3ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH WAY J OfJ o< N ch � I � w cn Z = V) i [SC -:11 1 pc SIMPSON HTT22 3pcs 2"x6" SPF No.2 STUDS AT 13EAM BEARING (TYP. EACH END) 2pcs 2" SPF No.2 — ii TRIPPLE 2"x12" SYP STUDS ATEAMABEARING I, �— NO.2 HEADER BEA YP ( DE) ►�oil J Q m� DRESSING f� W Z zQ LLi m GREEN R❑❑M 2pcs 2"x6" SPF No.2 ST DS AT BEAM BEARING (TYP. EACH SIDE) x 1/�" TRIPPLE "x12" SYP- —� J O NO.2 HEA ER BEAM Q '/2" m3: (n N � Liz Li D -NT ESS I NG ZDf �—�' CLOSET Fc3n`❑ 114 LLI m T CDX PLYWOOD EXTERIOR N HE E 0 PN SHEARWALL FLOOR FRAMING PLAN UPLIFT CONNECTOR AT TOP AND BOTTOM OF L!1k�I I J I UU, JLC pk�"U-UULC EACH END U1 HEAt, NALL '/2" -NT Al ERS EDULE CDX PLYWOOD EXTERIOR N HE E 0 PN MBE GHT H NIN HEADER, SEE PLANS HEADER STRAPS, —� SEE UPLIFT SCHEDULE ROUGH OPENING SEE ARCH CLIPS OR CRIPPLE HOLDDOWN AT STUDS FOUNDATION, SEE SCHEDULE SHEATHING FASTENED TO STUDS w/ 8d COMMON WIRE NAILS @ 3" C FRAMING AND STRAPING AT TYPICAL WALL OPENING DETAIL S-2 SCALE: NTS OF FULL STUDS DE OF SEE R SCHEDULE NSW S-4 '/2 " S TE 1 ❑■ Se Scq�N INDICATES INTERIOR BEARING WALL FRAMED W/ 2"x6" SPF #2 STUDS @ 16" O.C. �- SIMPSON SPH4 AT 2x4 BLOCKING AT ALL 1) ALL INTERIOR LOAD EACH STUD TO HORIZONTAL JOINTS IN BEARING WALLS SHALL BE TOP PLATE WALL SHEATHING CONSTRUCTED W/ DBL 2"x6" 3 PCS SIMPSON CS16, 40" LONG SYP No.2 TOP PLATE, 2"x6" SPF No.2 STUDS @ 16" O.C., EXTERIOR WALL FRAMING AND 2"x6" P.T. SYP No.2 BOTTOM PLATE, MINIMUM. '/2" CDX PLYWOOD INTERIOR SHE W LL 2) ALL ROOF BEAMS SHALL SHEATHING FASTENED TO STUDS BE 2.0E PARALLAM PSL w/ 8d COMMON WIRE NAILS @ 3' DC BEAMS AS MANUFACTURED BY REAC ION AN- HOR A A EDGE AND 6" OC FIELD TRUSS JOIST OR EQUAL. 2 DETAIL S-1 SCALE: NTS CLIENT CITY OF ATLANTIC BEACH 800 Seri i no l e Road Atlantic Beach, FL 32233 ARCHITECT TAT CHAN ARCHITECT 310 Country Club Lane Atlantic Beach, FL 32233 AR 13709 STRUCTURAL CHRISTOPHER KATHE CONSULTING ENGINEER 400 Osceola Avenue Jax Beach, FL 32250 PE 36802 M & P BLUE HERON CONSULTING, INC 362 Osceola Avenue Jax Beach, FL 32250 36120 ELECTRICAL HADDAD ENGINEERING, INC. 2955 Hartley Road Jacksonv i Ile, FL 32257 31987 NO. IREVISI❑N/ISSUE I DATE 'ICONSTRUCTION DOCUMENTS KEY PLAN SHEARWALL FLOOR FRAMING PLAN E01-177 I PRE 1/4'=1'-0' 1-14-02 REVIEWED BYI DRAWN BY SCALE DATE S-2 SHEET 2 OF 4 EACH END U1 HEAt, NALL '/2" -NT NT AS ERS EDULE CDX PLYWOOD EXTERIOR SHEATHING FASTENED TO STUDS w/ 8d COMMON WIRE NAILS @ 3" C EDGE AND 6" OC FIELD 2x4 OR 2x6 SPF#2 STUDS @ 16" C -- DOUBLE STUD EACH END FIR S1 EARWALL STUD - OF SHEARWALL IL D TO EXTERIOR - SIM EA SON S STU H4 AT TO EXTERIOR WALL w 1/2" x10" W / AMING w/ 16d BO OM PLATE ANCHOR BOLTS @24" OC M ON WIRE NAILS w/ 2x'Y/8" WASHER 8' OC EACH SIDE TERIOR WALL LATERAL SHEAR ANCHORS: DRILL FRAMING AND ------------------------ AND INSTALL '/2 "Ox8" WEDGE W L SHEATHING EXPANSION ANCHORS w/2"O INTERIOR SHEARWALL WASHERS @ 32" OC SECTION A -A OVER CONCRETE SLAB 2 DETAIL S-1 SCALE: NTS CLIENT CITY OF ATLANTIC BEACH 800 Seri i no l e Road Atlantic Beach, FL 32233 ARCHITECT TAT CHAN ARCHITECT 310 Country Club Lane Atlantic Beach, FL 32233 AR 13709 STRUCTURAL CHRISTOPHER KATHE CONSULTING ENGINEER 400 Osceola Avenue Jax Beach, FL 32250 PE 36802 M & P BLUE HERON CONSULTING, INC 362 Osceola Avenue Jax Beach, FL 32250 36120 ELECTRICAL HADDAD ENGINEERING, INC. 2955 Hartley Road Jacksonv i Ile, FL 32257 31987 NO. IREVISI❑N/ISSUE I DATE 'ICONSTRUCTION DOCUMENTS KEY PLAN SHEARWALL FLOOR FRAMING PLAN E01-177 I PRE 1/4'=1'-0' 1-14-02 REVIEWED BYI DRAWN BY SCALE DATE S-2 SHEET 2 OF 4 O O I N @ m w LL. Q m O N O z n Cn O N HEADER BM r: r� 11 O G II x� w SLI I I �r r1 II x� N � ii om F_ II x ND N Q 2"x10" SYP No.2 RIDGE BEAM 00 0 0 0 0 0 0 x z w RAFTER BEARING 2)2"x 0" H ADER BM OVERFRAME W/ 2"x8" SYP No.2 OVERFRAMING RAFTERS @ 16" O.C. W/ 2"x6" SYP No.2 COLLAR TIES @ 16" O.C. 121-0" I U U Q ^ �- Lu w cwn I Cn I ROOF PIT H: 7/12 (MATCH EnTING INSTALL 2" 4" SYP NO.2 , 'Till X -BRAC S @ 48 O.C. AS PER ST UCTURAL DETAIL ON SHEET S-4 n n n A 11 11 ( 111 II It It 11 11 I I I I 1 1 I I I I I I I I 1 1 i I i )2" 10" 0" H ADE BM HE DER BM 4"x4" P.T. SYP No.2 POST BELOW (TYP) SIMPSON A35 HURRICANE CLIP, SEE UPLIFT CONNECTOR SCHEDULE — 2"x8" SYP No.2 OVERFRAMING RAFTERS @ 16" O.C., SEE ROOF FRAMING PLAN ,/„ 2 ROO 0000 C01 0 0 2x6 SYP No.2 COLLAR TIES w/ 8-12d NAILS EACH END @ 16" O.C., SEE ROOF FRAMING PLAN NOTE: COLLAR TIE TO BE LOCATED NO HIGHER THAN 2/3 THE TOTAL HEIGHT OF THE RAFTER OVERFRAMING RAFTER DETAIL S— 3 / SCALE: NTS NOTE: DESIGN BOTTOM CHORD FO ATTIC TRUSS FOR 20 PSF DEAD LOAD FOR HVAC AIR HANDLER EQUIPMENT 3pcs 2"x6" SPF No.2 - STUDS AT BEAM BEARING (TYP. EACH END) 1pc S MPS N H TT 2 II 3pc 2"x " SFIF N0.2 STUDS AT BEAM EEARING TYP. EACH H E D) HE DER BM HE DER BM s1 -r -L _---T----__ 1 pc SIMPSON H TT2 2 I I 1 1 I I 1 1 I IF1 - 5. PSL L B 5"x11. HEADER AD JEJR AM TOP PLATE, 5" I E I G W PA M LL/ ALL EAD M R SEE ROOF FRAMING ( i C., I 1 I 1 E0 No.2 0 -TOM PLATE HEAVY DUTY STRAP 4pcs-16d COMMON -_ X 1 I ANCHOR, SEE UPLIFT WIRE NAILS FROM CONNECTOR SCHEDULE TRUSS TO 2"x8" _ I 1 1 1 I _ IF REQUIRED. , -- 1 I 1 _4 I t 3pcs-16d COMMON - WIRE NAILS FROM I >, , j I I 1 I 1 � MATCHING STRAP TRUSS TO 2"x6" 6 -� X '/2' R DS, I FLAT BLOCKING I 1 I I ND CONTINUOUS LOAD 2"x8" SYP 24" WA I ( i AS RIDG -- --- I --1 F RT USS PRO LLE, SEE -- --- - TRANSVERSE SECTION ON ARC ITEC URA SH ET A106 I 1 1 I I I 1 I 1 I I P E -E (311J"EERED WOOD -- --; I I ROOF T USS @ 2'-0" D.C. I ATTIC CCS SEE - I I ARCH I T CTI-I RAL LAN I 1 t -- 1 pc S MPS N (I H TT 2 3pc 2"x " SFIF N0.2 STUDS AT BEAM EEARING TYP. EACH H E D) HE DER BM HE DER BM s1 -r -L _---T----__ 1 pc SIMPSON H TT2 2 PRE-ENGINEERED - 5. PSL L B 5"x11. HEADER AD JEJR AM TOP PLATE, 5" I E I G W PA M LL/ ALL EAD M R SEE ROOF FRAMING ( i C., I PLAN E0 U) GIRDER TRUSS 2 10 GIRDER TRUSS VERIFRAME WX 2"A" M SYP N0.2 0 ERF AMING D RA TER @ 6" C. / 2"<6" YP o.2 OLL R w TIES @ 15" O.C. 0 CD WO RO�F T�USS�� 2�0'O PDC. L AD BEARING W LL/ EAD R BEAM BELOW S. S"x11. 5" 2�.� PA ALL M P L HEAD 8 M pc gIMPSpN HITT22 HV(2)2" 10" (2)2' x10" A BM EEAD R BI _j - 2"x10" SYP No.2 ROOF RAFTERS @ 2'-0" O.C. ROOF FRAMING PLAN SCALE: 1/4" = 1' -Cl" OVERFRAIIAE W/ 2"x8" SYP No.2 RAFTERS @ 16" OC, W/ 2x6 SYP No.2 COLLAR BEND STRAP TIES W/ 8pcs-12d COMMON OVER TRUSS NAILS EACH END @ 24" OC. AS NEEDED 2"x10" SYP No.2 LEDGER, FASTEN LEDGER TO ROOF THRU PLYWOOD DECK W/ 2-#12x33/4 ROOF GRIP SCREWS VII/ 1" DIA. WASHERS AT EACH EXISTING TRUSS INTERSECTION PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" 1 pc SIMPSON H2.5 O.C. OR EXISTING W/ 8-8d COMMON NAILS RAFTERS @ 16" O.C. FROM RAFTER TO LEDGER ANCHOR STRAP AT LEDGER DETAIL AT OVERFR/ 2 DETAIL S-3 SCALE: 3/4" = 1'-0" ATTIC TRUSS PROFILE SILL TO CREATE CONTINUOUS LOAD PATH FROM GIRDER TRUSS TO FOUNDATION NOTE: ADD 2pcs SIMPSON H2.5 CLIPS FROM F')/, Ill. RAFTERS TO EXISTING DOUBLE TOP PLAT A AL_,_ RAFTERS AFFECTED BY NEW ROOF OVER A N PRE-ENGINEERED SYP LIJ TOP PLATE, GIRDER TRUSS, ATTIC TRUSS 2"x6" F o.2 STUDS SEE ROOF FRAMING @ 24" O.C. 2 10 GIRDER TRUSS VERIFRAME WX 2"A" M SYP N0.2 0 ERF AMING D RA TER @ 6" C. / 2"<6" YP o.2 OLL R w TIES @ 15" O.C. 0 CD WO RO�F T�USS�� 2�0'O PDC. L AD BEARING W LL/ EAD R BEAM BELOW S. S"x11. 5" 2�.� PA ALL M P L HEAD 8 M pc gIMPSpN HITT22 HV(2)2" 10" (2)2' x10" A BM EEAD R BI _j - 2"x10" SYP No.2 ROOF RAFTERS @ 2'-0" O.C. ROOF FRAMING PLAN SCALE: 1/4" = 1' -Cl" OVERFRAIIAE W/ 2"x8" SYP No.2 RAFTERS @ 16" OC, W/ 2x6 SYP No.2 COLLAR BEND STRAP TIES W/ 8pcs-12d COMMON OVER TRUSS NAILS EACH END @ 24" OC. AS NEEDED 2"x10" SYP No.2 LEDGER, FASTEN LEDGER TO ROOF THRU PLYWOOD DECK W/ 2-#12x33/4 ROOF GRIP SCREWS VII/ 1" DIA. WASHERS AT EACH EXISTING TRUSS INTERSECTION PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" 1 pc SIMPSON H2.5 O.C. OR EXISTING W/ 8-8d COMMON NAILS RAFTERS @ 16" O.C. FROM RAFTER TO LEDGER ANCHOR STRAP AT LEDGER DETAIL AT OVERFR/ 2 DETAIL S-3 SCALE: 3/4" = 1'-0" ATTIC TRUSS PROFILE SILL TO CREATE CONTINUOUS LOAD PATH FROM GIRDER TRUSS TO FOUNDATION NOTE: ADD 2pcs SIMPSON H2.5 CLIPS FROM F')/, Ill. RAFTERS TO EXISTING DOUBLE TOP PLAT A AL_,_ RAFTERS AFFECTED BY NEW ROOF OVER A N 2)2" 10" 2)2" 10" HADE BM H ADE BM )2p$x10" ADER BI FRAM SH D DORMER WALL W DBL 2"x6" PRE-ENGINEERED SYP .2 TOP PLATE, GIRDER TRUSS, ATTIC TRUSS 2"x6" F o.2 STUDS SEE ROOF FRAMING @ 24" O.C. @ 16" C., I PLAN - No.2 0 -TOM PLATE HEAVY DUTY STRAP 4pcs-16d COMMON -_ X ANCHOR, SEE UPLIFT WIRE NAILS FROM CONNECTOR SCHEDULE TRUSS TO 2"x8" BLOCKING -EACH END ALLTHREAD CONNECTOR _ IF REQUIRED. , J I. 3pcs-16d COMMON - WIRE NAILS FROM I >, , j I � MATCHING STRAP TRUSS TO 2"x6" 6 -� X '/2' R DS, I FLAT BLOCKING NU ND CONTINUOUS LOAD 2"x8" SYP 24" WA I ( i AS RIDG 2)2" 10" 2)2" 10" HADE BM H ADE BM )2p$x10" ADER BI FRAM SH D DORMER WALL W DBL 2"x6" r1 LJ r1 LJ rm L .J r1 LJ f__1 LJ LJ om II xa-' �Q II (2)2%10" H AD R B (3)2"x8 SYP No.2 HEADER j ABOVE 2"x12" SYP No.2 RAFTERS @ 16" O.C. PATH TO FOUNDATION No.2 BLOCKING PEF FO DING 1 pc SIMPSON 2"x6" SYP No.2 PA ITL ON U210 FACE MOUNT -DBL OR TRIPLE FLAT BLOCKING 16d MA F TURER HANGER AT RAFTER 2"x4" POST COMMON WIRE NAILS FOLDING PARTITIOiND TO GIRDER TRUSS @ 6" OCL L J JL L . C. -SILL PLATE AT TRACK SUPPOI F GIRDER TRUSS FOUNDATION SLAB 4N� DETAIL SHED DORMER ROOF S-3 SCALE: NTS FRAMING PLAN '—ANCHOR BOLT, EXPANSION STRAP ANCHOR FROM BOLT OR ALLTHREAD CONNECTOR TO MONOLITHIC FOUNDATION TRUSS TO FOUNDATION r3 DETAIL S-3 SCALE: NTS X—X 2"x6" P o.2 FLAT BLOCKI 1 d COMMON WIRE N LS @ 6" O.C. 2 "0 RO S, JUTS, AND WASHERS AS PER FOLDING PARTITIO M NUFACTURER CLIENT CITY OF ATLANTIC BEACH 80 SPn no le Road Atlantic Beach, FL 32233 ARCHITECT TAT CHAN ARCHITECT 310 Country Club Lane Atlantic Beach, FL 32233 AR 13709 STRUCTURAL CHRISTOPHER KATHE CONSULTING ENGINEER 400 Osceola Avenue Jax Beach, FL 32250 PE 36802 M & P BLUE HERON CONSULTING, INC 362 Osceola Avenue Jax Beach, FL 32250 36120 md ELECTRICAL HADDAD ENGINEERING, INC, 2955 Hartley Road Jacksonville, FL 32257 31987 NO. I REVISION/ISSUE I DATE ❑NSTRUCTION DOCUMENTS ❑❑F FRAMING PLAN E01-177 PRB 1/4'=V-0'1-14-02 REVIEWED BY: DRAWN BY SCALE DATE S-3 SF�ET 3 DF 4 PRE-ENGINEERED SYP .2 TOP PLATE, GIRDER TRUSS, ATTIC TRUSS 2"x6" F o.2 STUDS SEE ROOF FRAMING @ 24" O.C. @ 16" C., 2"x6" SYP PLAN - No.2 0 -TOM PLATE HEAVY DUTY STRAP 4pcs-16d COMMON -_ X ANCHOR, SEE UPLIFT WIRE NAILS FROM CONNECTOR SCHEDULE TRUSS TO 2"x8" BLOCKING -EACH END ALLTHREAD CONNECTOR _ IF REQUIRED. , 3pcs-16d COMMON - WIRE NAILS FROM I >, , MATCHING STRAP TRUSS TO 2"x6" 6 -� X '/2' R DS, BELOW TO CREATE FLAT BLOCKING NU ND CONTINUOUS LOAD 2"x8" SYP 24" WA E AS RIDG r1 LJ r1 LJ rm L .J r1 LJ f__1 LJ LJ om II xa-' �Q II (2)2%10" H AD R B (3)2"x8 SYP No.2 HEADER j ABOVE 2"x12" SYP No.2 RAFTERS @ 16" O.C. PATH TO FOUNDATION No.2 BLOCKING PEF FO DING 1 pc SIMPSON 2"x6" SYP No.2 PA ITL ON U210 FACE MOUNT -DBL OR TRIPLE FLAT BLOCKING 16d MA F TURER HANGER AT RAFTER 2"x4" POST COMMON WIRE NAILS FOLDING PARTITIOiND TO GIRDER TRUSS @ 6" OCL L J JL L . C. -SILL PLATE AT TRACK SUPPOI F GIRDER TRUSS FOUNDATION SLAB 4N� DETAIL SHED DORMER ROOF S-3 SCALE: NTS FRAMING PLAN '—ANCHOR BOLT, EXPANSION STRAP ANCHOR FROM BOLT OR ALLTHREAD CONNECTOR TO MONOLITHIC FOUNDATION TRUSS TO FOUNDATION r3 DETAIL S-3 SCALE: NTS X—X 2"x6" P o.2 FLAT BLOCKI 1 d COMMON WIRE N LS @ 6" O.C. 2 "0 RO S, JUTS, AND WASHERS AS PER FOLDING PARTITIO M NUFACTURER CLIENT CITY OF ATLANTIC BEACH 80 SPn no le Road Atlantic Beach, FL 32233 ARCHITECT TAT CHAN ARCHITECT 310 Country Club Lane Atlantic Beach, FL 32233 AR 13709 STRUCTURAL CHRISTOPHER KATHE CONSULTING ENGINEER 400 Osceola Avenue Jax Beach, FL 32250 PE 36802 M & P BLUE HERON CONSULTING, INC 362 Osceola Avenue Jax Beach, FL 32250 36120 md ELECTRICAL HADDAD ENGINEERING, INC, 2955 Hartley Road Jacksonville, FL 32257 31987 NO. I REVISION/ISSUE I DATE ❑NSTRUCTION DOCUMENTS ❑❑F FRAMING PLAN E01-177 PRB 1/4'=V-0'1-14-02 REVIEWED BY: DRAWN BY SCALE DATE S-3 SF�ET 3 DF 4 12 7 CDX PLYWOOD ROOF SHEATHING. FASTEN w/ 8d COMMON WIRE NAILS @ 4" O.C.EDGE AND 6" O.C. FIELD. PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" O.C., FASTEN TO DBL 2"x6" PLATE W/ 2pcs 12d TOE NAILS EACH SIDE OF ROOF TRUSS 3/¢" CDX PLYWOOD ROOF SHEATHING FASTEN W/ 10d COMMON WIRE NAILS ,-fiURRICANE CLIP ECTOR SCHEDULE 8-12d COMMON WIRE NAILS FROM RAFTER TO TRUSS (2)2x6 SYP #2 TOP PLATE CLIP FROM DOUBLE TOP PLATE TO STUD, SEE UPLIFT CONNECTOR SCHEDULE 2x6 SPF #2 STUDS @ 16" OC 2x6 P.T. SYP #2 SILL PLATE w/ '/2"0 x 10" ANCHOR BOLT @ 24" OC w/ 2"x2"x'/8 " PLATE WASHER 4" CONCRETE SLAB ON GRADE w/ WWF 6x6 W1.4xW1.4 OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL -- x ---- x x x --- - 8" CMU STEM WALL W/ 1-#5 VERTICAL DOWEL W/ STD 90' BEND INTO FOOTING @ 48" O.C. BEND DOWEL OVER INTO SLAB AND LAP 25" MINIMUM w/ WWF BOUNDARY OF SHEARWALL GYPSUM BOARD -- OR PLYWOOD NAIL SPACING AT - SUPPORTED EDGES, SEE NOTES OR SCHEDULE @ 4" O.C. EDGES AND 6" O.C. FIELD TOP PLATE EL. +12'-0" '/2" CDX PLYWOOD SOFFIT DIAPHRAGM SHEATHING. FASTEN w/ 8d COMMON WIRE NAILS @ 6" O.C.EDGE AND 6" O.C. FIELD. 2"x10" SYP No.2 RAFTERS @ 24" O.C. JCC r�r«,n r L/11VJ 1 pc SIMPSON MTS12 UPLIFT CONNECTOR EACH '/2" CDX PLYWOOD SHEATHING RAFTER NAILED w/ 8d COMMON WIRE @ 3" OC EDGE AND 6" OC V) FIELD (FOR NAILING AT 0 SHEARWALLS, SEE SCHEDULE. o FOR LOCATIONS OF SHEARWALLS, SEE FLOOR PLANS) U a Li Li U) X Q 0 I N 4" SLAB ON GRADE W/ - WWF 6xE W1.4xW1.4 OVER 6 MIL VAPOR BARRIER ON TERMITE TREATED COMPACTED FILL x x STEP AS PER ARCH PLANS ` T.O.S. EL.+ 0'-0" SEE ARCH PLANS x x -- x - SLOPE x x SLOPE AS PER ARCH PLANS _5 o � � U 3" LAR M 10"x20" CONTINUOUS CONCRETE — FOOTING W/ 2-#5 CONTINUOUS TYPICAL WALL SECTION ONE STORY FRAMING 2'-6"W x 2'-6 2"x10" SYP No.2 RIM BOARD W/ 4pcs 12d COMMON WIRE NAILS INTO EACH RAFTER DBL 2"x10" SYP No.2 HEADER BEAM 4pcs SIMPSON MSTA24 STRAPS FROM PORCH HEADER BEAM TO 4"x4" POST 4"x4" P.T. SYP No.2 POST w/ 1"x-" TRIM WRAP 1 pc SIMPSON ABU44 AND 5/8 "0X12" ANCHOR BOLT 12' _1-#5 CONTINUOUS AT CONCRETE STEP \ —V-4" 2'-6"x2'-6" MONOLITHIC; FOOTING W/ 3-#5 EACH WAY (TYPICAL 18 LOCATIONS) 2x4 BLOCK @ X -BRACE WALL SECTION, TYPICAL 4-16d NAILS--�_\ SCALE: U. - EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE. UNSUPPORTED PANEL EDGE IS TYPICAL CONDITION UNLESS BLOCKING IS REQ'D BY SCHEDULE OR NOTES. . . . . . ... . . . . . .. . . . . . ... . . 4-12d (2 ES) TOE NAILS EA. END, FROM BLOCK TO TRUSS TOP CHORD 4-16d NAILS EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY SCHEDULE OR NOTES STUDS, ROOF TRUSSES, OR FLOOR JOISTS '---NAILING TO INTERMEDIATE SUPPORT IS 6" OC MAX, UON NAILING PATTERN FOR SHEATHING ON ROOF, FLOOR AND SHEARWALLS n DETAIL S-4 J SCALE: NTS UPLIFT CONNECTOR SCHEDULE MEMBER SUPPORT SIMPSON CONNECTOR COMMON TRUSS: DBL TOP PLATE (2)MTS12 OR (1)H16 TIE OR EQUIVALENT. HEADER BEAM (2)MTS12 OR (1)H16 THIS SHEET FOR TYPICAL APPLICATIONS. INTERIOR BEARING (2)MTS12 GIRDER TRUSS: DBL TOP PLATE (2)HTS24 10-8d SEE SECTION 1/S-2 HTT22 5/,"0x12" ANCHOR BOLT AND H16 HEADER BEAM (2)HTS24 GABLE END TRUSS: DBL TOP PLATE (1)MSTA24 @ 48" O.C. AND EACH END 2"x4" OUTLOOKER GABLE END TRUSS (1)H2.5 SHED DORMER CONVENTIONAL FRAMING: DBL TOP PLATE (1)MTS12 SHED DORMER RAFTER 14-10dx'/ RIDGE BEAM 1 MTS12 HTS24 GIRDER TRUSS (1)U210 TYPICAL CONVENTIONAL ERFRAMING: LEDGER 2)H2.5 OVERFRAMING RAFTER 7/12 (30.3 DEGREES) RIDGE BEAM 1)A35 (NOTE: INSTALL OVERFRA ING LEDGER BOARD TO TRUSSES OR EXISTING RAFTERS W/ 2 ROWS #12 x 33/¢" ROOF GRIP SCREWS W/ 1"0 WASHER AT EACH INTERSECTION) PORCH FRAMING ALLOWABLE IT 2"x10" PORCH RAFTER PORCH HEADER BEAM (1)MTS12 -ESIGN DBL TOP PLATE 1 MTS12 PORCH HEADER BEAM 4"x4" POST 4)MSTA24 4"x4" POST FOUNDATION �1)ABU44 INTERIOR BEARING WALLS STUDS (1)SPH6 @ 16" oc DBL TOP PLATE STUDS BOTTOM SILL PLATE (1)SPH6 @ 16" oc BOTTOM SILL PLATE FOUNDATION DRILL AND EPDXY C) WELDED IRE � "0x8" THREADED STUD OR D) CONCRE '/2 "0x8" WEDGE EXPANSION ANCHOR ONRY - DESIGN PER ACI 530 CURRENT EDITION w/ 2x2x'/8" WASHER @ 32" O.C. INTR. HEADER TO 5-0" JACK STUDS (2)MSTA24 EACH. SIDE HEADER 6'-0" TO 12'-0" JACK STUDS (3)MSTA24 EACH SIDE EXTERIOR LOAD BEARING NALLS STUDS (1)SPH6 @ 16" oc DBL TOP PLATE STUDS BOTTOM SILL PLATE (1)SPH6 @ 16" oc BOTTOM SILL PLATE FOUNDATION 1/,"0 x 10" ANCHOR BOLT w/ N L DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2"x2"x'/8" PLATE WASHER @ 24" O.C. HEADER TO 3'-0" JACK STUDS (1)MSTA24 EACH SIDE HEADER 4'-0" TO 6'-0" JACK STUDS (2)MSTA24 EACH SIDE HEADER 7'-0" TO 10'-0" JACK STUDS (3)MSTA24 EACH SIDE NOTES: S: DESIGN IN ACC 1) CONNECTORS ARE SIMPSON STRONG TIE OR EQUIVALENT. 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: H2.5 10-8d LC HTT22 5/,"0x12" ANCHOR BOLT AND H16 12-10d 32-16d A35 12-8dx1'/2" ABU44 5/8 "0x12" ANCHOR BOLT AND SPH6 10-8d NSIC 12-16d MTS12 14-10dx'/ " U210 16-1Odx'/2" HTS24 24-10dx'/� 2 " T 22.0 FT MSTA24 18-10d 7/12 (30.3 DEGREES) 2x4 OU 2x4 BLOCKING @ SHEATHING JOINT 4-12d TOE NAILS ROOF SHEATHING — (2 EA SIDE) PER PLAN 3-12d NAILS TYPICAL AT VERTICALS 2x4 X -BRACE @ 48" O.C. R @ 24" O.C. ALIGN ONE OUTLOOKER w/EACH X—BRACE OR 2x4 BLOCK @ 48" O.C. BLOCKING 16d 12d 4" O.C. FROM LATE L BRACE TO BLOC BELOW -- 2x4 S 48" O.C. IF VERT. NOT PRESENT CONT 2x4x8' #2 SYP LATERAL BRACE —� @ 48" O.C. w/3 -16d INTO EACH TRUSS BOTTOM CHORD 2x4 BLOCKING @ 48" O.C. BETWEEN GABLE AND FIRST TRUSS SIMPSON H2.5 @ 48" O.C. FROM BLOCK TO DBL TOP PLATE PLATFORM FRAMING AT GABLE END TRUSS rT� DETAIL S-1 SCALE: NTS HURRICANE CLIP 1pc SIMPSON H2.5 @ EACH OUTLOOKER — TOP CHORD OF GABLE END TRUSS DROP 31/2" -BRACE VERTICAL MEMBERS OF GABLE END TRUSS PER TRUSS MFR DETAILS 1/2" CDX PLYWOOD SHEATHING, FASTEN W/ 8d COMMON WIRE NAILS @ 3" O.C. EDGE AND 6" O.C. FIELD. -SIMPSON MSTA24 @ 48" OC -BOTTOM CHORD OF GABLE END TRUSS -12d TOE NAILS @ 8" O.C. FROM TRUSS BOTTOM CHORD TO DOUBLE TOP PLATE --(2) 2"x6" SYP No.2 TOP PLATE 2"x6" SPF #2 STUDS @ 16" O.C. STRUCTURAL N S: DESIGN IN ACC DAE WITH REQUIREMENTS OF THE 1997 STANDARD BUILDING CODE. IN DESIGN PER SECTION 1606.2 1. LIVE LOADS UNIFORM LI LC 4,DS FLOOR 100 PSF ROOF 20 PSF 2. WIND LOAD NSIC 110 MPH IMPORTANC FA OR 1.0 MEAN ROO EI T 22.0 FT ROOF PITC 7/12 (30.3 DEGREES) VELOCITY P SSI RE 27.6 PSF WINDOW DE N RESSURE 41.0 PSF 3. ALLOWABLE IT TRESSES: A) CONCRE -ESIGN AS PER ACI 318 LATEST EDITION SLA DN RADE f'c = 3000 PSI CON NTI NAL SHALLOW FOOTINGS f'c = 3000 PSI ALL HE CONCRETE (U.N.O.) f'c = 3000 PSI B) REINFOR G TEEL - ASTM A615 GRADE 60 C) WELDED IRE FABRIC - ASTM A185 D) CONCRE M ONRY - DESIGN PER ACI 530 CURRENT EDITION COM ES VE STRENGTH f'm = 1500 PSI E) SOIL BE ING (DESIGN MAX.) 2500 PSF F) ALL DIM SIO LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 OR BET WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE WITH N N L DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY AME AN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL BE SPF 0. (UNLESS NOTED OTHERWISE). 4. UNLESS OT RW, E SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFO IN SHALL BE AS FOLLOWS: FOOTING 3" SLAB 0 GR DE CENTERED 5. ALL REINFO NG STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BE INCDIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECT Th NS. ALL REINFORCING STEEL SHALL BE HELD SECURELY I PO ITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRE 6. SPLICES IN EIN ORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: CONCRE 40 BAR DIAMETERS 7. IF THE F00 G ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE IL, HE ENGINEER SHALL BE NOTIFIED. 9. PROVIDE AL TEMDORARY BRACING, SHORING, GUYING OR OTHER MEANS TO PP RT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTI 10. VERIFY ALL E IONS WITH ARCHITECTURAL DRAWINGS. SEE ARCHI TU AL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS BEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT SHOWN ON RU TURAL DRAWINGS. 11. THE STRUCT AL 7NGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBL FOf CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURE OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTO OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILUR OF NY OF THEM TO CONSTRUCT THE WORK IN ACCORDANC WI THE CONTRACT DOCUMENTS. 12. THE DESIGN T E PRE-ENGINEERED ROOF TRUSSES SHALL BEAR THE SEAL AN ENGINEER IN THE STATE OF FLORIDA. ALL TRUSSES SHALL HAV ORARY BRACING PER "COMMENTARY AND RECOMMEND 10 FOR HANDLING, INSTALLING, AND BRACING METAL PLATE CON T WOOD TRUSSES, HIB -91." FOR OTHER BRACING REQUIREME TIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS FR: SHOP DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, NT CT ENGINEER. CLIENT CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, FL 32233 ARCHITECT TAT CHAN ARCHITECT 310 Country Club Lane Atlantic Beach, FL 32233 AR 13709 STRUCTURAL CHRISTOPHER KATHE CONSULTING ENGINEER 400 Osceola Avenue Jax Beach, FL 32250 PE 36802 M 6 P BLIT HERON CONSULTING, INC 362 Osceola Avenue Jax Beach, FL 32250 36120 ELECTRICAL HADDAD ENGINEERING, INC, 2955 Hartley Road Jacksonville, FL 32257 31987 NO. I REVISION/ISSUE I DATE CONSTRUCTION DOCUMENTS KEY PLAN SECTIONS AND DETAILS E01-177 PRB 11/4'=I'—O' 1-14-02 REVIEWED BYs DRAWN BY SCALE DATE S-4 SHEET 4 OF 4 SPLIT SYSTEM A/C UNIT SCHEDULE UNIT NO. AHU- I/CU- I ARU-2/CU-2 5ERVE5 VVE5T BLDG. EAST BLDG. SUPPLY AIR (GFM) 1800 2540 OUT5IDE AIR (CFM) 450 120 EXTERNAL 5P. (IN. W.G.) 0.60 0.80 FAN DATA TOILET TOILET MAX. HORSEPOWER 2.4 2.9 5PEED (RPM) 611 745 TYPE DRIVE BELT DELT VOLTS/PHASE/HERTZ 208/3/60 208/3/60 COOLING DATA 1,4 TOTAL CAPACITY (MBH) 68.2 65.4 5EN51BLE CAPACITY (MBH) 45.5 57.1 ENT.-LVG. AIR TEMP. (FdB/FwB) 79.8/66.6 : 55.1/54.3 75.9/63.3 : 55.9/53.4 HEATING DATA DIRECT DIRECT ELECT. HEAT (kw)/5TAGE5 15/2 15/2 ENT.AIR TEMP. (FdB) 61.6 70.1 CONDEN5IN6 UNIT DATA MAXIMUM 50NE5 . MINIMUM EER (5EER) 9.8 9.8 MAXIMUM LRA 158 158 VOLTS/PHASE/HERTZ 208/3/60 208/3/60 120/1/60 MANUFACTURER 24x24 MANUFACTURER CARRIER CARRIER MODEL NO. (AHU) 40RM007 40RM007 MODEL NO. (GU) 38AK007 38AK5007 NOTE5 I THRU 9 1 THRU 9 NOTES: 6. CONTRACTOR TO VERIFY VOLTAGE. I. PROVIDE PROGRAMMABLE THERMOSTAT. 7. HEAT 15 SELECTED @240/3. 2. PROVIDE ANTI -SHORT CYCLE TIMER. 8. PROVIDE AUXILIARY PAN. 3• PROVIDE 51NGLE POINT ELECTRICAL CONNECTION. WITH FLOAT SWITCH. UNIT TO DE 4. ELECTRICAL TO PROVIDE D15CONNECT. DE -ENERGIZED WHEN 5WITGH 15 5. PROVIDE SMOKE DETECTOR IN SUPPLY AIR DUCTWORK. ACTIVATED. 9. PROVIDE VIBRATION 150LATOR5. DRAIN LINE 5HALL BE AT LEAST THE SAME 51ZE A5 THE NIPPLE ON THE DRAIN PAN - CLEANOUT PITCH DOWN TOWARD DRAIN CLEANOUT 12" TO DRY WELL CONDENSATE DRAIN TRAP NOT TO SCALE CLAMP NEOPRENE 5LEEVE TO NECK OF AIR DEVICE OR 5PIN-IN BENEATH THE IN5ULATION OF FLEXIBLE DUCT INSULATED FLEXIBLE DUCT INSULATE BACK OF DIFFU5ER - DRAIN PAN 2" MORE THAN THE STATIC PRE55UPE DIFFERENTIAL AGRO55 THE SUPPLY FAN. �- 5PIN-IN W/VOLUME DAMPER E AIR SCOOP NOTE: WHEN RUNOUT LENGTH EXGEED5 10 FEET, U5E METAL DUCT TO LIMIT FLEX TO 10'-0" IN LENGTH. CEILING SUPPLY DIFFUSER DETAIL NOT TO 5CALF 1 5/8" UN15TRUT SPANNING 4 TRU SUPPORT BRACKET BY FAN MANUFACTURER- T12AN151TION A5 REQV _ BOTTOM OF TRU55E5 - FAN - MOTOR AIR DISTRIBUTION SCHEDULE . EXHAUST FAN SCHEDULE UNIT NO. TYPE EF -I EF -2 EF -3 EF -4 TYPE IN-LINE CABINET CABINET CABINET 5ERVE5 TITU5 COMMUNITY RM TOILET TOILET TOILET AIR FLOW (CFM) 10. ALL EQUIPMENT, PIPING, AND DUCTWORK SHALL 160 110 110 160 EXTERNAL 5.P. (IN. W.G.) SCHEDULED). 5MOKE DETEGTOR5 SHALL BE CONNEC .25 .25 .25 25 FAN DATA 1,4 SUPPLY DIFFU5ER TH15 LIMIT, AN IN5ULATED METAL DUCT OF REQUIRED HORSEPOWER (WATT5) AT MAIN DUCT TO REDUCE FLEXIBLE DUCT TO A MAXI 65 watts 75 watts 75 watts 85 watts DRIVE DIRECT DIRECT DIRECT DIRECT 5PEED (RPM) 1094 1500 1500 1388 MAXIMUM 50NE5 1,4 2.0 3.5 3.5 5.0 VOLTS/PHASE/HERTZ 20. LOAD GALGULATION5 ARE BA5ED ON TRANE TRA 120/1/60 120/1/60 120/1/60 120/1/60 MANUFACTURER 24x24 GOOK GOOK GOOK GOOK MODEL NO. GEMN-GN-180 GEMC-GC-140 GEMC-GC-140 GEMC-GC-160 NOTES 1,2 0 1,3 1,3 NOTE -5: I. PROVIDE VIBRATION 15OLATION, 5OLID STATE CONTROLLER, 2. INTERLOCK WITH AHU-1. 3. INTERLOCK WITH LIGHT 015GONNECT, BACKDRAFT DAMPER, AND WALL D15CHARGE GRILLE (5IZED FOR 220 GFM). 5WITGH. PROVIDE 10 MINUTE TIME DELAY (ADJU5TA13LE). BOTTOM OF TRU55E5 - FAN - MOTOR AIR DISTRIBUTION SCHEDULE . MARK BRAID (44 AWG) WITH FLAT LUG (3/16" HOLE DIAMETE TYPE FACE 51ZE BORDER TYPE MANUFACTURER MODEL NO. NOTES A 7. ALL DUGT5 AND PIPING SHALL BE IN5TALLED A5 T11 PERFORATED 24x24 LAY -IN TITU5 PG5-AA 1,4 5, SUPPLY DIFFU5ER 10. ALL EQUIPMENT, PIPING, AND DUCTWORK SHALL PF PROVIDED A5 REQUIRED TO PROVIDE A VIBRATION F IN5 11. PROVIDE AND INSTALL IONIZATION TYPE 5MOKE Al SCHEDULED). 5MOKE DETEGTOR5 SHALL BE CONNEC DERFORATED 24x24 SURFACE TITU5 PG5-AA 1,4 SUPPLY DIFFU5ER TH15 LIMIT, AN IN5ULATED METAL DUCT OF REQUIRED GTI AT MAIN DUCT TO REDUCE FLEXIBLE DUCT TO A MAXI L1 14. PROVIDE SPIN -IN GONE WITH LOCKING DAMPER AT CH PERFORATED OF TO THE OWNER. 16. REFER TO TYPICAL DETAILS FOR INSTALLATION OF IF B SUPPLY DIFFUSER 12x 12 SURFACE TITU5 PG5-AA 1,4 PAP INCHES FOR ALL AHU'5. PERFORATED 19. ALL FIN15HE5 DAMAGED OR REMOVED FOR THE IN LLA 20. LOAD GALGULATION5 ARE BA5ED ON TRANE TRA OM 62-8912. G 21. OUTDOOR DE51GN AMBIENT GONDITION5 FOR ALL EXHAU5T 24x24 LAY -IN TITU5 PAR -AA 1,4 PERFORATED D EXHAUST 1202 5URFAGE TITU5 PAR -AA 1,4 EXTERIOR STATIONARY E LOUVER SEE DWG. DRAINABLE RUSKIN ELF375DX 1,3,4 VAV F DIFFUSER 24x24 LAY -IN ACUTHERM TF -HC 4,5 NOTES ' I. PROVIDE OPP05ED BLADE DAMPER. 2. PROVIDE INTERNAL IN5ULATION AND T -BAR. INSULATION TO BE COATED AND TO BE PE515TANT TO BREAKDOWN DUE TO AIR FRICTION. 3. PROVIDE 6" DEEP PLENUM BEHIND LOUVER. PLENUM 5HALL BE FULL 51ZE OF LOUVER. 4. CONTRACTOR TO VERIFY OVERALL FRAME DIWN510W PRIOR TO RELEA5E. 5. PROVIDE TEMPERATURE CONTROL 5EN50R. 3/16"m THREADED ROD (TYP.) IN-LINE FAN MOUNTING DETAIL NOT TO 5GALE 3/ 1670 A 107 GALVANIZED ALL THREADED BOLT WITH I" 16 GAGE GALVANIZED WASHER TOP f BOTTOM 5PRING TYPE VIBRATION 150LATOR (4 REQUIRED) D15GONNECT 5WITGH I III I AIR FLOW IDLE CONNECTION INSULATE DAMPER 1 %M�l \L.1 V" %L. I low I L %j 1. CONNECTION TO EQUIPMENT 5HALL BE VERIFIED WI AJA CTURER CERTIFIED DRAWINGS. VERIFY AND PROVIDE DUCT TRAN5ITION5 TO FURNI5HED EQUIPMENT. FIELD VERIFY AND COOR TE DIMEN51ON5 BEFORE FABRICATION. 2. VERIFY INSTALLED 5TRUCTURE PRIOR TO FABRICA OGTWORK AND THE HANGING OF AIR HANDLING UNITS AND THE HANGING OF DUCTWORK. COORDINATE ALL DUCTWORK WITH J 5NG. 3. 5EE 5PEGIFICATION5 FOR GAGES AND BRACING IRET5 OF DUCTWORK. ALL DUCT 51ZE5 SHOWN ARE IN51DE CLEAR DIMEN51ON5. 4. ALL DUCT5 SHALL BE GROUNDED AGRO55 FLEXIBLE ONI BRAID (44 AWG) WITH FLAT LUG (3/16" HOLE DIAMETE T I 5. ACCE55 PANEL5 IN DUCT WORK AND CEILIN65 5HA BE VALVES, DAMPER5, AND MECHANICAL EQUIPMENT. ENT. AIR 6. PROVIDE EACH AHU/CU 5Y5TEM WITH AN INDIVIPLIA B 7. ALL DUGT5 AND PIPING SHALL BE IN5TALLED A5 T11 T A 8. FLEXIBLE DUCT GONNECTION5 SHALL BE PROVIDED AL A MINIMUM OF 4" AND A MAXIMUM OF 8" IN LENGTH. ` 9. IN51DE OR OUT5IDE OF DUCT V15115LE THROUGH GRI 5, PAINTED FLAT BLACK. MARKEL 10. ALL EQUIPMENT, PIPING, AND DUCTWORK SHALL PF PROVIDED A5 REQUIRED TO PROVIDE A VIBRATION F IN5 11. PROVIDE AND INSTALL IONIZATION TYPE 5MOKE TC SCHEDULED). 5MOKE DETEGTOR5 SHALL BE CONNEC TO DUGTWORK. (DO NOT FASTEN) OR 12. IN5ULATE THE BAGK5 OF EACH RETURN REGISTER D R -VALUE - 12-7. 13. FLEXIBLE DUCT CONNECTING MAIN DUCT TO 5UPP DIFI TH15 LIMIT, AN IN5ULATED METAL DUCT OF REQUIRED GTI AT MAIN DUCT TO REDUCE FLEXIBLE DUCT TO A MAXI L1 14. PROVIDE SPIN -IN GONE WITH LOCKING DAMPER AT CH 15. GO -ORDINATE WITH ALL TRADES INVOLVED. NOV OF TO THE OWNER. 16. REFER TO TYPICAL DETAILS FOR INSTALLATION OF IF 17. REFRIGERANT PIPE 5IZED IN ACCORDANCE WITH M UFA IF UNIT5 OTHER THAN TH05E 5PEGIFIED ARE TO BE U RI A5HRAE'5 AND THE MANUFACTURER'S REGONWNDATI 18. GONDEN5ATE DRAIN 5HALL BE PVC. CONDEN5A PAP INCHES FOR ALL AHU'5. 19. ALL FIN15HE5 DAMAGED OR REMOVED FOR THE IN LLA 20. LOAD GALGULATION5 ARE BA5ED ON TRANE TRA OM 62-8912. 21. OUTDOOR DE51GN AMBIENT GONDITION5 FOR ALL IPM 22. PROVIDE 6" HIGH CONCRETE PAD 6" LARGER IN Eli DI TIONS WITH COPPER FLEXIBLE 5TRAP I/8" BY I/2" WIDE MULTI-STRANDte. H END FOR ATTACHMENT. EACH FLEXIBLE STRAP 5HALL BE 8" LONG. OVIDED FOR OPERATION AND MAINTENANCE OF ALL FAN5, HEATER5, 105TAT. THERM05TAT5 SHALL BE LOCATED AT 4'-6" AFF. P0558LE TO WALLS AND BEAM5. DUCT CONNEGTION5 TO FAN5 AND AIR HANDLING UNITS. FLEX 5HALL BE AND DIFFU5ER5 OR EXP05ED DUCT AND EQUIPMENT SHALL BE ED A5 DETAILED AND 5PEGIFIED. ADDITIONAL 5UPPORT5 SHALL BE .ATION. IN SUPPLY AIR STREAM FOR FAN SHUTDOWN ON AIR HANDLING UNIT5 (A5 )ISLE/V15UAL ALARM. PROVIDE ACCE55 FOR 5MOKE DETECTOR5 IN Y DIFFUSER WITH A 2" THICK DUCTWRAP IN5ULATION. MINIMUM ER 5HALL NOT EXCEED 10 FEET IN LENGTH. IF THE P15TANCE EXGEED5 GID EQUAL DIAMETER 5HALL BE INSTALLED WITH AIR SCOOP AND DAMPER TH OF 10 FEET. THE FLEXIBLE DUCT 5HALL BE UL 181 RATED. XIBLE DUCT RUN OUT CONNECTING 5UPPLY DUCT TO DIFFU5ER. T5 AND TRAN5ITION5 AROUND 0135TRUCTION5 AT NO ADDITIONAL C05T T. 12'5 AND A5HRAE'5 RECOMMENDATION5 UNNG THE BA515 OF DE516N. REFRIGERANT LINES U51NG MAXIWM L055 OF I DEGREE F AND H 5HALL EQUAL THE TOTAL STATIC PRE55URE ACROSS FAN PLUS 2 OF WORK 5HALL BE REPLACED TO MATCH ADJACENT FIN15HE5. R PROGRAM. ALL OUT5IDE AIR CALCULATIONS ARE BA5ED ON A5HRAE 15 94' FdB/77' Fw6 IN 5UMv1ER AND 32° FdB IN WINTER. 510N UNDER EACH GONDEN5ING UNIT. ELECTRIC W L MOUNTED HEATER UNIT NO. SERVES WATTS LINED. (TYPICAL ON ENT. AIR V/P/H MODEL NO. MAM FAGTU ER NOTES E 4-I TOILET 2000/6 ` 550 2013/l/60 F-3452 MARKEL I NOTES: I. PROVIDE BUILT-IN THERM05TAT E 5LEEVE R CE55ED MOUNTING. NOTE FOR 5TRUGTURAL CONCRETE FLOOR 5LA05 OR ROOF DECK: 5U5PEND WITH PROPERLY 5IZED CONCRETE IN5ERT5 OR EXPAN510N ANCHORS 5LEEVE IF ATTACHED FIRE RATED DUCT 15 5PEGIFIED WALL OR TO BE IN5ULATED OR PARTITION LINED. (TYPICAL ON BOTH 51DE5 OF WALL) OPENING IN WALL 5HALL BE MINIMUM 1/8" PER FOOT OF ` DAMPER A55EMBLY (MIN. 1/4') DUCT LARGER THAN DAMPER A55EMBLY. 165° FU518LE LINK PLAIN 5-5LIP JOINT (DO NOT FASTEN) OR UL APPROVED FLANGED 5Y5TEM (TYPICAL) ACCE55 PANEL 2" X 2" 1/8"(MIN.) ANGLES TERMINATE INTERNAL FA5TENEO TO DAMPER 5LEEVE DUCT LINER AT CONNECTION WITH 1/4"X20 BOLTS, WELDED TO DAMPER 5LEEVE. OVERLAP OR SCREWED WITH NO. 10 EXTERNAL INSULATION MIN. 3". 5CREW5. MAXIMUM SPACING DAMPERS FOR INTERNALLY LINED OF FA5TENER5 5HALL BE DUGT5 SHALL BE 5IZED FOR 8"O.G. (TYPICAL- 4 SIDES OUTSIDE DIMEN51ON5 OF SHEET METAL OF DAMPER ON BOTH SIDES (51MILAR FOR DUCTBOARD) OF WALL) FIRE DAMPER IN WALL DETAIL NOT TO 5GALE FIRE DAMPER TO BE "UL555" RATED O D o. SUPPORT FAN FROM FACTORY MOUNTED BRACKETS CEILING CABINET F NOT TO 5GALE NOTE FOR METAL ROOF DECK/5: 51-15PEND FROM 5TRUGTURAL 5TEEL OR PROVIDE M15CELLANEOU5 5TEEL TO SPAN BETWEEN 5TRUGTURAL 5TEEL ELEMENTS. BEAM CLAMP SUPPORT UNIT FROM BOTTOM OF TRU55E5. MAXIMUM WEIGHT PER 5UPPORT ROD: 9 POUNDS. LVED FLEXIBLE CONNECTOR WITH ING ROD GROUND STRAP (TYPICAL) TRAN5ITION A5 REQUIRED AIR. _ FLOW GRILLE 1/4" THICK NEOPRENE WA5HER5 SECURED WITH 5TEEL WA5HER5 E NUTS ON BOTH 51DE5 OF EACH MOUNTING BRACKET (TYPICAL OF 4) DO NOT SUPPORT FAN FROM CEILING MOUNTING DETAIL (_5 1 CLIENT 1 CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, FL 32233 ARCHITECT TAT CHAN ARCHITECT 310 Country Club Lane Atlantic Beach, FL 32233 STRUCTURAL CHRISTOPHER KATHE CONSULTING ENGINEER 400 Osceola Avenue Jax Beach, FL 32250 MEP BLUE HERON CONSULTING, INC 362 Osceola Avenue Jaz Beach, FL 32250 NO. REVISION/ISSUE CONSTRUCTION DOCUMENT KEY PLAN HVAC -1 KEY PLAN PROJ. NO. DWN BY NONE SCALE 12-21-01 DATE tan -�0 El 0 ❑ I ❑ ❑ ❑ ❑ GU -2 GU -3 RELOCATED CONDENSING UNIT SERVING THEATER AREA E 16x16 — — — — — — — — 450 — DDD12x 10 18x18 5EE ARCHITECTURAL FOR WALL CAP LOCATION. OFFICE l01 —I IOx6 I (9613—(5p-4 6"m G 8x8 135-4 135 IIr _ I' GD TO 22x22 2FLP. DR. 6_x6 I G 120 COMMUNITY i A 14"0 ROOM A 14"m I -4 100 �30p_4 I _ I > I — I -- I I"CD TO FLR. DR. X A U-2 I � I o I - JUBJU N, �D Qo I I i I N I I A 14"m A 14"m I 300-4 300-4 I I � I E 8x6 Q16 0 8x6 \ Zi �6G0j2 104 OAHU- I T I I" SPLIT ---� NO WORK DIRECTOR'S ( IN THIS AREA OFFICE OFFICE 102 WK. RM. A 10"m 116 L------------- -4 ---- � 9 TOILET EWH- I A I6"m 111 EF -4 - & G�90 Ia�D[ \ 8 6"m �/Xv` / \ " TO �� IOxIOx 1�0 --- 70-4 1 / \ V /'� \ y' ,\ \ AH N \"/ 200 -' I �\ ��, ,< x �r I \ ' ' ' \ \/ ` < \/ - I I K/< FD , , Y /` X < 26x 14 C L I LIJI 8JF- 2'01 KITCHEN I 103 O I 5-4 I 0 - EF I! N — — 7 100 ❑ DWN BY 18X8 - G 5x [a LEGEND AHIJ-1 AIR HANDLING UN NO. I kW KILOWATT5 BDD BAGKDRAFT DAMI NOH BTUH/1000 12"m &3-55-4 ON -LIN Ill LIBRARY GDP. COEFFICIENT OF FO 107 RL UNDERCUT GU CONDEN5ING UNI DOOR 3/4 HVAC P SCALE: 1/4" = 1'-0" 12x 12 I0x8 ` ' / ' \ ' ' ` \ ` �( .i K 14x 14 12x 12 ,' , ,'\ \ X / X<\ \ / 6x 12 " `� FD x 17 111CA <WOMENS '< TOILET i DRESSING �'� ' \ / // '�'� �`� 165 I i' \ / \ c \ /\ /�\ < \ \/ \ 112 1 , S G \ / ;� \ < MENS I , \ \ TOILET GALLERY I A 80-4 GREEN`Y'�%� `�/�i 106 109 I ROOM v v� 113 /O y / /\ > /' >� - ><�\ - \ x D Vo J X\ I \ / � \ \ / / / \ FE)\ 12_x 12bx 10 / �ly 20x 12 G 18x 18 18x8 \' � / � \ / / \ �•` 750 I6"m _ 1�A 8X8 � � 8425-4 --- D— '. / I)Y\ 20x12 ( I I 1 \�� \Y y/ \'\ \,\. \�` /\,/ i K \/ \� \ 10x6 : � / ` \ Y\ .\ / 012-0-4 8"m 125 A 8"m < X / Vim-/ 12 -4 � i 25-4 STORAGEDRESSING 1 \/ y/ L 1 < �l / \ 10 114 \ \ 15 \ \ , �' ,\ ,� >\O ,\ X ly o sC El 1 CLIENT I ` CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, FL 32233 ARCHITECT TAT CHAN ARCHITECT 310 Country Club Lane Atlantic Beach, FL 32233 STRUCTURAL CHRISTOPHER KATHE CONSULTING ENGINEER 400 Osceola Avenue Jax Beach, FL 32250 7M MEP -7 BLUE HERON CONSULTING, INC 362 Osceola Avenue Jax Beach, FL 32250 NO. I REVISION/ISSUE I DATE CONSTRUCTION DOCUMENT KEY PLAN HVAC -2 KEY PLAN ❑ DWN BY AC LEGEND AHIJ-1 AIR HANDLING UN NO. I kW 1 CLIENT I ` CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, FL 32233 ARCHITECT TAT CHAN ARCHITECT 310 Country Club Lane Atlantic Beach, FL 32233 STRUCTURAL CHRISTOPHER KATHE CONSULTING ENGINEER 400 Osceola Avenue Jax Beach, FL 32250 7M MEP -7 BLUE HERON CONSULTING, INC 362 Osceola Avenue Jax Beach, FL 32250 NO. I REVISION/ISSUE I DATE CONSTRUCTION DOCUMENT KEY PLAN HVAC -2 KEY PLAN PROJ. NO. DWN BY AC LEGEND AHIJ-1 AIR HANDLING UN NO. I kW KILOWATT5 BDD BAGKDRAFT DAMI NOH BTUH/1000 co CONDEN5ATE DR MVP MANUAL VOLUME DAMPER GDP. COEFFICIENT OF FO MANGE RL REFRIGERANT LIQUID GU CONDEN5ING UNI R5 REFRIGERANT 5UGTION E.ER. ENERGY EFFICIE RA 10 5D 5MOKE DETECTOR EW4-1 ELECTRIC, WALL TER O 5EN50R EF -1 EXHAUST FAN NO TYP. TYPICAL ENT. ENTERING W/ WITH E5P EXTERNAL 5TATI RE URE- FLEX. RUN OUT FV FIRE DAMPER O THERM05TAT HP HOR5EPOWERl4" m A NECK 51ZE 8`x-4 CFM - THROW PATTERN L� TYPE 1 CLIENT I ` CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, FL 32233 ARCHITECT TAT CHAN ARCHITECT 310 Country Club Lane Atlantic Beach, FL 32233 STRUCTURAL CHRISTOPHER KATHE CONSULTING ENGINEER 400 Osceola Avenue Jax Beach, FL 32250 7M MEP -7 BLUE HERON CONSULTING, INC 362 Osceola Avenue Jax Beach, FL 32250 NO. I REVISION/ISSUE I DATE CONSTRUCTION DOCUMENT KEY PLAN HVAC -2 KEY PLAN PROJ. NO. DWN BY NOTED SCALE 12-21-01 DATE ❑ ❑ 13 DIRECTOR'S OFFI CE F102] OFFICE tot II I I I 104 II I I LAV -1 I P=1 KITCHEN WOMENS to� TOILET FF WC- I COMMUNITYI 55=2 �-- ROOM�- ----- EToo i I MENS 3"V UP TOI I ( TOILET 3"VTR 3/4" DOWN WC- I Do6 -- --j, 0 FDQ 1- 114" LAV- I (� EWH-1 I - I/4" I-1/4" _ I HOT WATER I-1/4"CW DOVVN PECIRC PUM 1 20 1 3/4"HW DOWN RESOURCE E3 ROOM < COMM. RM. [to�� 108 BASIS OF DESIGN WC -I WATER CLOSET (FLOOR MOUNTED, FLUSH TANK, PRE55UPE ASSISTED, HANDICAPPED) AMERICAN STANDARD 1.6 GPF MODEL 2168.100 17"H CADET EL WITH ELONGATED FRONT, BEMIS 9400C WHITE SOLID PLASTIC SEAT. PROVIDE ANGLE SUPPLY WITH STOP. FLUSH LEVER ON APPROACH SIDE OF FIXTURE. WC -2 WATER CL05ET (WALL MOUNTED, FLUSH VALVE, HANDICAPPED) ACORN MANUFACTURING DURA -WARE 1.6 GPF MODEL 2105 -T -I -ADA WITH SLOAN REGAL I I I FLUSH VALVE WITH ADA COMPLIANT HANDLE. FLUSH VALVE ON APPROACH SIDE OF FIXTURE. LAV -I LAVATORY (WALL HUNG, SINGLE LEVER FAUCET, HANDICAPPED) AMERICAN 5TANDAPD MODEL 0355.012 LUCERNE WITH 4" FAUCET CENTER, PROVIDE CHICAGO DECK MOUNTED 6005ENEGK FAUCET WITH WPI5TBLADE HANDLES. PROVIDE STRAINER DRAIN WITH TAILPIECE AND BOCA FLOW PEGULATOP5 FOP 1/2 GPM, ANGLE STOPS WITH LOOSE KEY5, ANNEALED CHROME PLATED VERTICAL COPPER SUPPLY TUBES AND 1-1/4" CAST 5PA55 P -TRAP AND TUBING OUTLET. PROVIDE Z -URN MODEL Z-1231 CONCEALED ARM MOUNTING KIT. MOUNTING HEIGHT A5 INDICATED ON THE ARCHITECTURAL DRAWINGS. PROVIDE TRUEBRO MODEL NUMBER 102W INSULATION KIT. LAV -2 LAVATORY (WALL HUNG,WPISTBLADE HANDLES, HANDICAPPED) ACORN MANUFACTURING DURA -WARE MODEL 1953 -ADA - 4" FAUCET CENTER. PROVIDE STRAINER DRAIN WITH TAILPIECE AND BOCA FLOW RE6ULATOP5 I-C5G-4-H24-EE-GE-LC-OF-TE WITH FOR 1/2 GPM, ANGLE STOPS, ANNEALED VERTICAL COPPER SUPPLY TUBES AND 1-1/4" CAST DRA55 P-TPAP AND TUBING OUTLET. PROVIDE ZURN MODEL Z-1231 CONCEALED ARM MOUNTING KIT. MOUNTING HEIGHT A5 INDICATED ON THE ARCHITECTURAL DRAWINGS. 5-1 SINK (15 X 15 SINGLE) ELKAY LU5TEPTONE MODEL 13LP-1515 SELF -RIMMING, 15" LEFT TO RIGHT BY 15" FRONT TO PEAR BY 7" DEEP. INSIDE BOWL DIMENSIONS ARE 12" X 91/4" X 7". 51NK SHALL BE FABRICATED OF 18 GAUGE, TYPE 302 5TAINLE55 STEEL WITH INTERIOR AND TOP SURFACES POLISHED AND THE UNDEP51DE OF THE 5OWL5 SOUND DEADENED. SINK SHALL BE PROVIDED FOR THE FOLLOWING ACCESSORY A. CHICAGO DECK MOUNT FAUCET MODEL 200ITEMS: -AGN8AE3-317CPP WITH 4" WRI5TBLADE HANDLES. B. 5TAINLE55 STEEL CUP STRAINER WITH CHROME POLISHED TAILPIECE. C. ANGLE 5TOP5 WITH L005E KEY5. D. ANNEALED CHROME POLISHED VERTICAL COPPER SUPPLY TUBES. E. 1-1/2" P -TRAP AND TUBING OUTLET. 5-2 51NK (TWO 13-1/2" X 16" X 8" BOWLS) ELKAY LU5TEPTONE MODEL LR -3321 - 33" X 21-3/4" X 8", DOUBLE COMPARTMENT. SINK SHALL BE FABRICATED OF 18 GAUGE, TYPE 302 5TAINLE55 STEEL WITH INTERIOR AMC) TOP SURFACES POLISHED AND THE UNDERSIDE OF THE BOWL5 SOUND DEADENED. SINK SHALL BE PROVIDED AND DRILLED FOR THE FOLLOWING ACCESSORY ITEMS: A. MOEN MODEL CHATEAU 7425 SINGLE LEVER FAUCET WITH H05E AMC) SPRAYER, B. 1-1/2" BA5KET STRAINER WITH TAILPIECE. C. L005E KEY 5TOP5 AND VERTICAL SUPPLY TU13E5. D. 1-1/2" P -TRAP AND TUBING OUTLET. P-1 REFRIGERATOR WITH ICE MAKER SHALL BE PROVIDED BY THE OWNER. PROVIDE LOOSE KEY STOP AND VERTICAL SUPPLY TUBE FOR A COMPLETE AND OPERABLE SYSTEM. EWH- I ELECTRIC WATER HEATER LOCHINVAR MODEL E5A040KK WITH FIVE YEAR WARRANTY, UL APPROVED, TIN COATED, COPPED SHEATHED, SCREW-IN TYPE ELEMENTS, MANUAL RESET HIGH LIMIT, AND TEMPERATURE AND PPE55UPE RELIEF VALVE. UNIT HA , TIN CO NON- COPPER SHEAT WIRED ELEMENTS, E GALLON STORAGE TANK, AND CIRCULATING PUMP. MOUNT IN MECHANICAL LOFT AS SHOWN IN DETAIL.40 WH WALL HYDRANT - WOODFORD MODEL B24 5EPIE5 - H05E BIBS WITH VACCUUM BPEAKEP ENCLOSED IN LOCKABLE FLUSH MOUNTED WALL BOX. FD FLOOR DRAIN ZUPN MODEL Z-415 CAST IRON FLOOR DRAIN WITH FLANGE, TYPE E STRAINER (WITH FUNNEL), DEEP SEAL TRAP, AND SEDIMENT BUCKET. 2 -WAY NEAREST EX15TING ----- GO 4"5AN (MINIMUM) II OFFICE WK. RM. tto 3 TOILET — 111 3/4" I LAV- I 5=1 I J 11 I I DRESSING 112 ] ® 1 3/4" I 3/4 1 STAGE 116 GALLERY tos I GREEN ROOM 3/4" UP 3/4.. I1-1 /2" 3/41' 1 1 3/4" 1-1/2" I 5=1 DRESSING CLOSET 114 115 C� CO 0 L- - TO FIRE SPRINKLER SYSTEM I I- 1/2"CW - CONNECT TO CONNECT TO NEAREST EX15TING NEAREST EX15TING 4"CW (MINIMUM) PLUMBING LEGEND COLD WATER HOT WATER SANITARY — — — — VENT CO CLEAN OUT CW COLD WATER EWH ELECTRIC WATER HEATER EX15T EX15TING FD FLOOR DRAIN HW HOT WATER LAV LAVATORY PECIPC RECIRCULATION SAN SANITARY V VENT TEP RELIEF VTR VENT THRU ROOF RUN RELIEF PIPNG TO WC WATER CL05ET FLOOR DRAIN. PROVIDE INSECT 5CPEEI`J. ------ BALL VALVE —�— CLEAN OUT STANDARD PENDANT 5PPINKLEP HEAD STANDARD UPRIGHT 5PPINKLEP HEAD EXTENDED COVERAGE PENDANT 5PPINKLEP HEAD THEAER POTABLE WAj[ EXPAN51ON K 51MILAP TOT5 D MODEL NO. -5 MOUNT WA STAND HI6 ADEQUATE PIPING. WATER HEATER NOT TO SCALE El ❑ ❑ PLUMBING FLOOR PLAN SCALE: 1/4" = I'-0'1 VACUUM G� RELIEF VALVE 1/22 HP HOT WATER RECIRCULATION PUMP UNION (TYP.) CHECK (TYP.) r11-13ALL VALVE (TYP.) PPOVIDE 5TAND TO TO SUPPORT WATER HEATER. DRIP PAN TER ON iH TO PERMIT IF DRAIN RC. PUMP DETAIL I CLIENT ' CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, FL 32233 ARCHITECT TAT CHAN ARCHITECT 310 Country Club Lane Atlantic Beach, FL 32233 STRUCTURAL CHRISTOPHER KATHE CONSULTING ENGINEER 400 Osceola Avenue Jax Beach, FL 32250 MEP BLUE HERON CONSULTING, INC 362 Osceola Avenue Jax Beach, FL 32250 NO. I REVISION/ISSUE DATE CONSTRUCTION I DOCUMENT KEY PLAN KEY PLAN SL NOTED 1-14-02 PROD. N0. DWN BY SCALE DATE P101 4 Jil 3"VTR I I I ( I n / \ I 5-2 \\ I I \ we CONNECT TO NEAREST EX15TING / / \ 4"5AN (MINIMUM) 2 -WAY .�P"VTR CO 8 7 6 5EE PLAN FOR IN5PECTOR'5 TE51- PORT LOCATION ALARM GHECK VALVE MAIN DRAIN VALVE N DRAIN THRU WALL TO GROUND NOTE- ADD FIRE. DEPARTMENT CONNECTION AT THE 6ACKFLOW PREVENTER NOTE: PROVIDE DUPLEX AIR COMPPE55OR A5 REQUIRED FOR DRY PIPE 5Y5TEM IF/WHERE U5ED THRUST 6LOCK TYPICAL ALL UNDERGROUND ELDOW5 (5EE CIVIL) .. , %%W . 1� 191%mf" a 11111..1,-,..,a gr%Ivl WATER MOTOR GONG RETARDING CHAMDER AUTOMATIC DRIP CUP 1EQUIPMENT . ALARM 1 E5T VALVE 2. ALARM 5HUTOFF AND CHECK VAL 3. WATER PPE55UPE GAUGE 4. 05 E Y GATE VALVE 5. CHECK VALVE 6. GATE VALVE 7. IN5PECTOR'5 TEST CONNECTION 8. 5PRINKLER PENDENT GROUND CONCRETE FLOOR 5EE SITE PLAN FOR CONTINUATION WET PIPE FIRE SPRINKLER RISER DETAIL NOT TO 5CALE HOT WATER RECIRC PUP ROOF PURLIN - UPRIGHT 5PR1 1" 90 ELL I" PIPE. -- ABOVE AND / NOT TO SCALE 3/4" / X3/4" !/4"\ 1-1/4 1 1-- 114"' \� P-1 /\ � LAV- I 1-1 /4" 1 1 3/4" �� WC -1 I 1 LAV -I I-1/4" � �j 3/4" / 5_I J x/3/4 1-1/2" I / 11 / 55=1 / / I- I/2 BALL VALVE IN WH / CONCRETE VALVE DOX CONNECT TO NEAREST EX15TING 1-1/2"CW WATER RISER DIA NOT TO SCALE 5PAGE TO 501" CEILING GRID +. LIGHT FIXTURES A5 5HOWN ON PLANS /— I" PIPE - LENGTH A5 REQUIRED WWNWARD MTD. ND T 5PRINKLER :MI ECE55ED.) 1" 90 ELL I" X 1/2" REDUCING COUPL ING CEILING SPRINKLER DETAIL / LAV I 3/4" / WH CLIENT CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, FL 32233 ARCHITECT TAT CHAN ARCHITECT 310 Country Club Lane Atlantic Beach, FL 32233 STRUCTURAL CHRISTOPHER KATHE CONSULTING ENGINEER 400 Osceola Avenue Jax Beach, FL 32250 MEP BLUE HERON CONSULTING, INC X62 Osceola Avenue Jax Beach, FL 32250 NO. I REVISION/ISSUE DATE CONSTRUC11ON DOCUMEM KEY PLAN KEY PLAN PROJ. NO. SL DWN BY NOTED SCALE 1-14-02 DATE P102 * * • LIGHTING FIXTURE SCHEDULE TYPE MANUF. CAT. NUMBER MP WATT MTG. HT. REMARKS SIZE LUMENS A LITHONIA 2PM3N G B3 U31 9LD 120 1/3 GEB 3-T8 U3 1-1 5/8 3K 2800 80 CEILING PARAMAX 2x2 PARA - 9 CELLS B , LITHONIA AF 2/26 DTT 6AR 120 ADE2 WLP 30 2-F26 DTT AP 3K 1800 46 CEILING 6" OPEN DOWNLIGHT W/SPECULAR ALZAC REFLECT OR AND ELECTRONIC BALLAST NOTE 6 C LITHONIA VSE 2 32 120 GEB 2-F32 T8 2850 60 CEILING VANDAL PROOF SURFACE FLUORESCENT D LITE CONTROL W Al 96 P24T8 ELB 1 CWQ 120 10-F32 T8 2850 300 WALL WALL MOUNT DIRECT/INDIRECT NOTE 5 E LITHONIA LES 1 R 120/2 ELN LED 305 0.8 CEILING EXIT SIGN DIECAST ALUM. LED -NOTE 1 F LITHONIA ELM2 2-5.4W 68 5.4 WALL SPECULAR REFLECTOR W/TRANSLUCNT LENS G BRUCK TIM060 SERIES 65W MR16 4000 65 CEILING TRACK LIGHT - NOTE 3 H LITHONIA AFV 32TRT 6AR 120 1-F32 TRT 2400 37 CEILING 6" OPEN DOWN LIGHT -LOCATION DAMP J LITE CONTROL WA1 75S 24T5HO LP/ELB 1CWQ 2-F54 T5 HO 5000 118.8 WALL 20 K LITHONIA KFL2 175M RW TB THK AJB 1 -MH1 75 13300 175 GROUND/ROOF ARCHITECTURAL FLOOD LIGHT,RW DISTRIBUTION -NOTE 4 L LITHONIA TWAC 100M 120TPS 1 -MH 100 8500 90.7 WALL W/SPECULAR REFLECTOR, CLEAR POLYCARBONATE LENS & COMPOSITE HOUSING M LITHONIA WP2-32 120 GEB F032 -31K 2850 60 WALL OVER DRESSING ROOM COUNTER LIGHT FIXTURE SCHEDULE NOTES: 1. SINGLE OR DOUBLE FACE AS INDICATED ON PLANS. IF CEILING EXCEEDS 9'-0" WALL MOUNT FIXTURE ABOVE DOOR. 2. ALL FLUORESCENT LIGHT FIXTURES SHALL BE EQUIPPED WITH AN ELECTRONIC BALLAST. 3. PROVIDE 12' LONG SURFACE MOUNTED TRACK WITH REQUIRED ACCESSORIES, TRACK SHALL BE ALUMINUM TUBE TRACK WITH END CAPS. TRACK, REMOTE TRANSFORMER AND COLOR FINISH OF TRACK HEADS TO BE SELECTED BY ARCHITECT. 4. COORDINATE EXACT LOCATION OF FIXTURE WITH ARCHITECT PRIOR TO ILLUMINATING BUILDING FACADE. 5. PROVIDE ALL THE REQUIRED ACCESSORIES AND HARDWARE FOR A PROPER INSTALLATION. FIXTURE LENGTH AS SHOWN ON PLAN. 6. PROVIDE FIXTURE WITH DIMMING BALLAST AT LOCATION SHOWN ON PLAN. PANEL LR SURFACE MTD. CIRCUIT BREAKER TYPE 120/208 VOLTS 3 PHASE 4 WIRE SQ 'D' TYPE NQOD 225 AMP MAIN LUGS ONLY CKT NO. DESIGNATION FLUSH MO CIRCUIT ND CIRCUIT BREAKER MO KVA KVA CIRCUIT BREAKER I CIRCUIT (- EXISTING I INCANDESCENT OR H.I.D. LIGHTING FIXTURE - RECESSED. DESIGNATION CKT NO. WIRE GND COND POLE TRIP TRIP POLE COND GND WIRE 1 LIGHTING EXTERIOR 12 12 1/2 1 20 1.1 1.0 20 1 1/2 12 12 RECEPTACLES 2 3 LIGHTING EXTERIOR 12 8 1/2 1 20 1.1 1.3 20 1 1 1/4 8 12 RECEPTACLES 4 5 LIGHTING EXTERIOR 12 12 1/2 1 20 1.0 1.2 20 1 1/2 12 12 RECEPTACLES 6 7 LIGHTING EXTERIOR 12 j 1/2 1 20 1.2 1.2 20 1 CLE - 20 AMP, 120 VOLT, 3 WIRE GROUNDING, HUBBELL 12 RECEPTACLES 8 9 LIGHTING EXTERIOR 12 12 1/2 1 20 1.0 0.8 20 1 1/2 12 12 RECEPTACLES 10 11 LIGHTING EXTERIOR 12 RECEPTACLE COMPLETE WITH COVERPLATE TO MATCH EQUIPMENT PLUG. 1/2 1 20 1.0 0.8 20 1 G. HUBBELL NO. GF53521A WITH NO. HPS11 COVERPLATE, 12 RECEPTACLES 12 13 LIGHTING EXTERIOR 12 12 112 1 20 0.7 1.2 20 1 1/2 12 12 RECEPTACLES 14 15 LIGHTING EXTERIOR 12 1 /2 1 20 0.9 0.8 20 1 POWER PANELBOARD. 12 RECEPTACLES 16 17 LIGHTING EXTERIOR 10 10 3/4 1 20 1.0 0.4 20 1 1/2 12 12 RECEPTACLES 18 19 REC. STORAGE 12 12 112 1 20 0.4 0.7 20 1 2 6 12 RECEPTACLES 20 21 REC. GALLERY 12 j 112 1 20 1.0 1.5 20 1 1/2 12 12 RECEPTACLES 22 23 HOT WATER RECIRC. PUMP 12 12 1/2 1 20 1.0 0.5 20 1 1/2 12 12 GARBAGE DISPOSAL 24 25 HAND DRYER 10 10 112 1 30 2.4 1.5 20 1 1/2 12 12 RECEPTACLE 26 27 HAND DRYER 10 10 112 1 30 2.4 1.2 20 1 12 REC, REFRIGERATOR 28 29 SPARE 1 20 1.0 8.0 50 2 1 8 8 RANGE 30 31 SPARE 1 20 1.0 L 32 33 EWH-1 10 10 112 2 30 4.5 0.2 20 1 1/2 12 12 F.A.C.P. 3.4 35 SPACE 36 37 SPARE 1 20 1.0 SPACE 38 39 SPARE 1 20 1.0 30 3 1/2 10 10 SPACE 40 41 SPACET-, I I I I I SPACE I 42 I TOTAL KVA 47.0 10,000 AMP. RMS. SYMMETRICAL SHORT CIRCUIT CURRENT RATING * THRU CONTACTOR MAIN PANEL MDP FLUSH MTD. CIRCUIT BREAKER TYPE 120/208 VOLTS 3 PHASE 4 WIRE SQ. 'D' TYPE NQOD 400 AMP MAIN CIRCUIT BREAKER CKT N0. DESIGNATION FLUSH MO CIRCUIT ND CIRCUIT BREAKER MO KVA KVA CIRCUIT BREAKER I CIRCUIT (- EXISTING I INCANDESCENT OR H.I.D. LIGHTING FIXTURE - RECESSED. DESIGNATION CKT N0. WIRE GND COND POLE TRIP TRIP POLE COND GND WIRE 1 _. IFEI�ERAL-PAC:FIGI _ __ � 1 I I DUCT MOU P(%L FLOOD LI CAPABILITY LUS MOUNTED IN CEILING. LABEL COVERPLATE TO INDICATE /C NIT. MDs EMERGEN LIGING 2 3 HU -1 (15 KW) 4 8 1 1/4 3 80 20.2 20.2 80 3 1 1/4 8 4 AHU-2 (15 KW) 4 5 TOGGLE S1 CH KWMH L. J r T TYPE, MOI, I �_�----- HOUSING. I L -- -! I i L_ _. CH THREE-WAY QUIET TYPE, 20 AMP, 120/277 VOLT, HUBBELL NO. HBL1 31 V 6 7 DIMMER S CH LUTRON "NOVA" SERIES. 46 INCH MOUNTING HEIGHT, U.N.O. THREE -W DIM ER SWITCH - LUTRON "NOVA" SERIES. 46 INCH MOUNTING HEIGHT, U.N.O. DUPLEX R EPT CLE - 20 AMP, 120 VOLT, 3 WIRE GROUNDING, HUBBELL NO. 53521 ITH 8 9 CU -1 8 10 1 3 35 7.5 7.5 35 3 1 10 8 CU -2 10 11 SPECIAL PO RECEPTACLE COMPLETE WITH COVERPLATE TO MATCH EQUIPMENT PLUG. DUPLEX R EPT LE WITH GROUND FAULT INTERRUPTER, 20 AMP, 120 VOLT, 3 WIRE G ND G. HUBBELL NO. GF53521A WITH NO. HPS11 COVERPLATE, 46 INCH UNT 12 13 EXISTING CU -3 6 8 1 2 60 OUTLET - 4 INCH SQUARE JUNCTION BOX WITH 1 -GANG EXTENSIO ING BLANK COVER PLATE - 18 INCH MOUNTING HEIGHT, U.N.O. PROVIDE 1 SPACE 14 15 JUNCTION X. MOTOR, F P P OR AIR CONDITIONING UNIT. LIGHTING /0 POWER PANELBOARD. WIRING IN SPACE 16 17 WIRING IN ND IIT, RUN CONCEALED ABOVE CEILING OR IN WALLS. HOMERUN P ELBOARD - NUMBER OF ARROWS DENOTES QUANTITY OF CIRCUITS. OS ARKS INDICATE QUANTITY OF NO. 12 CONDUCTORS. RUNS VOID OF SPACE 18 19 PANEL 'LR' 1/0 6 2 3 150 47.0 200 2 2 6 3/0 EX. PNL CUTLER -HAMMER 20 21 ABOVE FI ED FLOOR. DISCO NNE 5W CH, "3 60/40" DENOTES 3 POLE, 60 AMPS, 40 AMPS FUSES. CABLE TV TL 4 INCH SQUARE JUNCTION BOX WITH 1 -GANG EXTENTION RING, COA 22 23 RELOCATED CIRCUIT 2 60 20 1 RELOCATED CIRCUIT 24 25 30 2 RELOCATED CIRCUIT r 26 27 28 29 RELOCATED CIRCUIT 3 50 SPACE 30 31 SPACE 32 33 RELOCATED CIRCUIT 2 20 SPACE 34 35 SPACE 36 37 RELOCATED CIRCUIT 1 20 38 39 RELOCATED CIRCUIT 2 30 30 3 1/2 10 10 SURGE PROTECTOR 40 41 42 TOTAL KVA 10,000 AMP. RMS. SYMMETRICAL SHORT CIRCUIT CURRENT RATING * RELOCATED CIRCUIT FROM EXISTING PANEL FEDERAL -PACIFIC TO PANEL 'MDP' 3/4"C TO FIRE - ALARM CONTROL G 1" CONDUIT TYPICAL TELEPHONE OUTLET SEE NOTE 4 TELEPHONE BOARD PROVIDE SLOTTED CHANNEL CONDUIT SUPPORT. PROVIDE BUSHING (TYPICAL) -1-\-1-#6 BARE COPPER GROUND TO NEAREST APPROVED BUILDING GROUND. 2" CONDUIT AS PROVIDE 10'-0" SLACK AT BOARD. DIRECTED BY BELLSOUTH TELEPHONE RISER DIAGRAM__ NOT TO SCALE BRANCH CIRCUIT CONDUIT FOR EACH FIXTURE,PROVIDE TWO STEEL WIRE SUPPORTS TO STRUCTURE, AT DIAGONALLY OPPOSITE CORNERS OF FIXTURE JUNCTION BOX ATTACHED TO STRUCTURE -6 FT LENGTH OF FLEXIBLE CONDUIT TO ALLOW FOR RELOCATION. INCLUDE GROUND WIRE ALL CONDUCTORS #12 AWG COPPER, MAXIMUM OF THREE (3) FLEX. RUNS PER JUNCTION BOX. LAY -IN TYPE FLUORESCENT TROFFER SEE LIGHTING FIXTURE SCHEDULE `-- TYPE "G" INVERTED "T" CEILING GRID, SECURE FIXTURE TO GRID WITH APPROVED CLIPS, FOUR PER FIXTURE. DETAIL -TYPICAL LAY -IN FIXTURE INSTALLATION NOT TO SCALE --------- -- -- - EXISTING TO REMAIN -- -- -- --- - -- - EXISTING TO BE REMOVED EXISTING POWER RISER DIAGRAM NOT TO SCALE (4) 500 KCM 1#1/0 IN 3 1/2" C. PANEL PANEL 400A. MDP LR 3 POLE KWHM O MDS 1 1 S 1/0, SURGE PROTECTOR 4)50 NOTE 5)L. 3 1/2-C. 1 "C 3 PHASE, 5 WIRE SYSTEM KC SEE160 KVA. TO BUILDING FOUNDATION REINFORCING BAR NO LESS THAN 20 FEET LONG, 1/2 INCH MINIMUM DIAMETER. D EXI>';N��; PANEL ICUTLER -HAMMIER I 1 PHOTOCELL MOUNT ON ROOF FACING NORTH COORDINATE WITH ARCHITECT L- TIME CLOCK TORK F DG -100 WITH BACK-UP POWER FOR A MINIMUM OF 4 -HOURS. CONTACTOR 4 POLE, 20A., 120V. PHOTOCELL -ON AND CLOCK -OFF H -O -A SWITCH IN NEMA -1 ENCLOSURE OFF O H / A 15A FUSE PANEL LR r N 1 3 17 G i K*= 0 $ $m $3 $D $03 IIIA V U.N.O. A.F.F. C::P 340 NOW 0 0• RL F.A.C.P NEW EXISTING EXTERIOR LIGHTING CONTROL NOT TO SCALE EMETTRICAL LEGEND FLUORESC T L HTING FIXTURE - RECESSED WITH JUNCTION BOX AND FLEXIBLE FLUSH MO METALLIC ND T CONNECTION. MO FLUORESC T L 1 EXISTING; I FXItiTiNr (- EXISTING I INCANDESCENT OR H.I.D. LIGHTING FIXTURE - RECESSED. MOUNTING ING PAN FL I i PANEL I 17UB-PAN E! H.I.D. OR INCANDESCENT LIGHTING FIXTURE - SURFACE OR 6 3C A I I - ( 150A. 1 ED. ICIJILER-HAMIAFI? AIR COND11 _. IFEI�ERAL-PAC:FIGI _ __ � 1 I I DUCT MOU P(%L FLOOD LI CAPABILITY LUS MOUNTED IN CEILING. LABEL COVERPLATE TO INDICATE /C NIT. MDs EMERGEN LIGING FIXTURE. DO NOT SWITCH. TO UTILITY TRANSFORMER LOCATION. COORDINATE WITH EXIT LIGH P OVIDE ARROWS AS INDICATED, SHADING DENOTES FACE OPERATION. ND SERVICE TO BUILDING. DO NOT CH TOGGLE S CH SINGLE POLE - QUIET TYPE 20 AMP, 120/277 VOLT, HUBBELL NO. HBL1 11 TH NO. P1 COVERPLATE - 46" MOUNTING HEIGHT, U.N.O. TOGGLE S1 CH KWMH L. J r T TYPE, MOI, I �_�----- HOUSING. I L -- -! I i L_ _. CH THREE-WAY QUIET TYPE, 20 AMP, 120/277 VOLT, HUBBELL NO. HBL1 31 V TH NO. P1 COVERPLATE - 46" MOUNTING HEIGHT, U.N.O. --1 DIMMER S CH LUTRON "NOVA" SERIES. 46 INCH MOUNTING HEIGHT, U.N.O. THREE -W DIM ER SWITCH - LUTRON "NOVA" SERIES. 46 INCH MOUNTING HEIGHT, U.N.O. DUPLEX R EPT CLE - 20 AMP, 120 VOLT, 3 WIRE GROUNDING, HUBBELL --------- -- -- - EXISTING TO REMAIN -- -- -- --- - -- - EXISTING TO BE REMOVED EXISTING POWER RISER DIAGRAM NOT TO SCALE (4) 500 KCM 1#1/0 IN 3 1/2" C. PANEL PANEL 400A. MDP LR 3 POLE KWHM O MDS 1 1 S 1/0, SURGE PROTECTOR 4)50 NOTE 5)L. 3 1/2-C. 1 "C 3 PHASE, 5 WIRE SYSTEM KC SEE160 KVA. TO BUILDING FOUNDATION REINFORCING BAR NO LESS THAN 20 FEET LONG, 1/2 INCH MINIMUM DIAMETER. D EXI>';N��; PANEL ICUTLER -HAMMIER I 1 PHOTOCELL MOUNT ON ROOF FACING NORTH COORDINATE WITH ARCHITECT L- TIME CLOCK TORK F DG -100 WITH BACK-UP POWER FOR A MINIMUM OF 4 -HOURS. CONTACTOR 4 POLE, 20A., 120V. PHOTOCELL -ON AND CLOCK -OFF H -O -A SWITCH IN NEMA -1 ENCLOSURE OFF O H / A 15A FUSE PANEL LR r N 1 3 17 G i K*= 0 $ $m $3 $D $03 IIIA V U.N.O. A.F.F. C::P 340 NOW 0 0• RL F.A.C.P NEW EXISTING EXTERIOR LIGHTING CONTROL NOT TO SCALE EMETTRICAL LEGEND FLUORESC T L HTING FIXTURE - RECESSED WITH JUNCTION BOX AND FLEXIBLE FLUSH MO METALLIC ND T CONNECTION. MO FLUORESC T L HTING FIXTURE - SURFACE MOUNTED. OR 6" BELOW CEILING WHICHEVER IS LESS. PL FLUOR CEN INCANDESCENT OR H.I.D. LIGHTING FIXTURE - RECESSED. MOUNTING TRACK LI ING CEILING W HEV PL FLUOR CEN H.I.D. OR INCANDESCENT LIGHTING FIXTURE - SURFACE OR 6 3C A MOKE DETECTOR, MOUNTED IN A/C DUCT. SEE MECHANICAL WALL MO ED. JNTINC LOCATION AND QUANTITY. AIR COND11 NIN HEAT PUMP SHUT DOWN RELAY. DUCT MOU DMOKE FLOOD LI CAPABILITY LUS MOUNTED IN CEILING. LABEL COVERPLATE TO INDICATE RESPECTIV /C NIT. DENOTES EMERGEN LIGING FIXTURE. DO NOT SWITCH. TO UTILITY TRANSFORMER LOCATION. COORDINATE WITH EXIT LIGH P OVIDE ARROWS AS INDICATED, SHADING DENOTES FACE OPERATION. ND SERVICE TO BUILDING. DO NOT CH TOGGLE S CH SINGLE POLE - QUIET TYPE 20 AMP, 120/277 VOLT, HUBBELL NO. HBL1 11 TH NO. P1 COVERPLATE - 46" MOUNTING HEIGHT, U.N.O. TOGGLE S1 CH SINGLE POLE, 20AMP, 120/277V, MOTOR RATED, GROUNDING TYPE, MOI, AlEQUIPMENT HOUSING. TOGGLE S CH THREE-WAY QUIET TYPE, 20 AMP, 120/277 VOLT, HUBBELL NO. HBL1 31 V TH NO. P1 COVERPLATE - 46" MOUNTING HEIGHT, U.N.O. DIMMER S CH LUTRON "NOVA" SERIES. 46 INCH MOUNTING HEIGHT, U.N.O. THREE -W DIM ER SWITCH - LUTRON "NOVA" SERIES. 46 INCH MOUNTING HEIGHT, U.N.O. DUPLEX R EPT CLE - 20 AMP, 120 VOLT, 3 WIRE GROUNDING, HUBBELL NO. 53521 ITH NO. P8 COVERPLATE, 18 INCH MOUNTING HEIGHT, U.N.O. DUPLEX R EPT CLE - SAME AS ABOVE EXCEPT MOUNTED ABOVE COUNTER, 42" MOUN G EIGHT, U.N.O. DOUBLE LE RECEPTACLES -(2) TWO 20 AMP, 120 VOLT, 3 WIRE GROUNDING, HUBBELL 5 21 WITH NO. P82 COVERPLATE, 18 INCH MOUNTING HEIGHT, U.N.O. SPECIAL PO RECEPTACLE COMPLETE WITH COVERPLATE TO MATCH EQUIPMENT PLUG. DUPLEX R EPT LE WITH GROUND FAULT INTERRUPTER, 20 AMP, 120 VOLT, 3 WIRE G ND G. HUBBELL NO. GF53521A WITH NO. HPS11 COVERPLATE, 46 INCH UNT G HEIGHT, U.N.O. EXTERIOR LOCATIONS SHALL BE MOUNTED AT 18" A. ., L N. 0. DATA TELE ONE OUTLET - 4 INCH SQUARE JUNCTION BOX WITH 1 -GANG EXTENSIO ING BLANK COVER PLATE - 18 INCH MOUNTING HEIGHT, U.N.O. PROVIDE 1 CO UIT TO ACCESSIBLE CEILING SPACE. JUNCTION X. MOTOR, F P P OR AIR CONDITIONING UNIT. LIGHTING /0 POWER PANELBOARD. WIRING IN ND IT, RUN CONCEALED IN SLAB OR UNDERGROUND. WIRING IN ND IIT, RUN CONCEALED ABOVE CEILING OR IN WALLS. HOMERUN P ELBOARD - NUMBER OF ARROWS DENOTES QUANTITY OF CIRCUITS. OS ARKS INDICATE QUANTITY OF NO. 12 CONDUCTORS. RUNS VOID OF SS ARKS ARE 1/2 INCH CONDUIT, 3 NO. 12, U.N.O. DO NOT COMBINE ME NS EXCEPT AS SPECIFICALLY INDICATED ON THE PLAN. DENOTESTH RPROOF - MOUNT RECEPTACLES HORIZONTALLY ,AND PROVIDE TAYMAC 6 0 OVERPLATE, FOR SWITCHES PROVIDE TAYMAC 40110 COVERPLATE. UNLESS N ED THERWISE. ABOVE FI ED FLOOR. DISCO NNE 5W CH, "3 60/40" DENOTES 3 POLE, 60 AMPS, 40 AMPS FUSES. CABLE TV TL 4 INCH SQUARE JUNCTION BOX WITH 1 -GANG EXTENTION RING, COA L BLE CONNECTOR AND IVORY COVERPLATE, 18 INCH MOUNTING HEIGHT. PMVIDE11 RG -6 CABLE TO A LOCATION AS DIRECTED BY CABLE TV COMPANY. IRE ALARM CEILING M4E1TE111 SMOKE DETECTOR. PHOTO TYPE CEILING M TE HEAT DETECTOR IN ATTIC - 195 DEGREES FIXED TEMPERATURE FLUSH MO ED ANUAL FIRE ALARM PULL STATION, 46 INCH MOUNTING HEIGHT SEMI -FLU MO TED FIRE ALARM AUDIO/VISUAL WARNING DEVICE, 80 INCH MOUNTING JGH OR 6" BELOW CEILING WHICHEVER IS LESS. SEMI -FLU FIRE ALARM VISUAL WARNING DEVICE, WALL MOUNTED. 80 INCH MOUNTING IGH (FROM FLOOR TO BOTTOM OF DEVICE) OR 6" BELOW CEILING W HEV R IS LESS. DUCT MOU111 D I MOKE DETECTOR, MOUNTED IN A/C DUCT. SEE MECHANICAL DRAWING F MC JNTINC LOCATION AND QUANTITY. AIR COND11 NIN HEAT PUMP SHUT DOWN RELAY. DUCT MOU DMOKE DETECTOR REMOTE INDICATOR WITH RESET/TEST CAPABILITY LUS MOUNTED IN CEILING. LABEL COVERPLATE TO INDICATE RESPECTIV /C NIT. DENOTES A RM CONTROL PANEL. NOTES: 1. THE SIZE OF WI G, ONDUIT, DISCONNECT AND FUSES FOR HVAC EQUIPMENT IS PE 36802 BASED ON THE CH ICAL BASIS OF DESIGN. IF THE BASES OF DESIGN IS NOT SCALE USED. THE CON CT SHALL RESIZE THESE ITEMS PER THE NATIONAL ELECTRICAL TAT CHAN ARCHITECT 310 Country Club Lane Atlantic Beach, FL 32233 AR 13709 CODE AND MAN CT ER'S RECOMMENDATIONS AND SHALL SUBMIT THIS DATA WITH THE HVAC SUB AL OR APPROVAL. 2. PROVIDE ALL T RE GRED WIRING AND CONDUIT TO INTERLOCK HVAC EQUIPMENT. SEE MECHANICA OR EXACT PAIRING. 3. VERIFY WITH 0 RIF R EQUIPMENT'S ELECTRICAL CHARACTERISTICS. 4. 2'x4')(3/4" TH. D, PAINTED WITH 2 COATS OF TAN FIRE RETARDANT PAINT, EXTERIOR GRAD OR DICE/DATA EQUIPMENT. 5. UNDERGROUND C TO UTILITY TRANSFORMER LOCATION. COORDINATE WITH POWER CO. LOC ON ND SERVICE TO BUILDING. STRUCTURAL I CHRISTR KATHE CONSULTING ENGINEER 400 Osceola Avenue CLIENT PE 36802 CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, EL 32233 REVIEWED BY: DRAWN BY SCALE N & P ARCHITECT BLUE HERON TAT CHAN ARCHITECT 310 Country Club Lane Atlantic Beach, FL 32233 AR 13709 362 Osceola Avenue Jax Beach, FL 32250 xxxxxxx STRUCTURAL I CHRISTR KATHE CONSULTING ENGINEER 400 Osceola Avenue Jax Beach, FL 32250 PE 36802 12-2101 REVIEWED BY: DRAWN BY SCALE N & P BLUE HERON CIlNSl1LTING, INC 362 Osceola Avenue Jax Beach, FL 32250 xxxxxxx ELECTRICAL HADDAD ENGINEERING, INC. 2955 Hartley Road Jacksonvi Ile, FL 32257 31987 NO. I REVISION/ ISSUE I DATE CCI�STRUCiION D❑CUMENTS KEY PLAN LEGEND AND DETAILS N. H. N. D. AS SHOWN 12-2101 REVIEWED BY: DRAWN BY SCALE DATE E-1 n K K OF RIDGE RELOCATED 3 _ 3 WP'3 60� 35r e'l I I. !] CU -1 i CU -2 i CU -3 MDP 91t tMDP-13 MDP -10 I i FLOOR PLAN SCALE: 1/8" = 1'-0" LIGHTING F 25 1 CAL.LEky � 27 � I - L___� 1' d BOARD 1i 10 FLOOR PLAN SCALE: 1/8" = 1'-0" OWER OF RIDGE I 1p W OF RIDGE O / PANEL j: / ❑.�� AMMER ISTING PANEL FEDERAL -PACIFIC TO BE REMOVED D NEW PANEL MDP MOUNTED IN SAME LOCATION 4EXIS TING 3 POLE, 200 AMP. MAIN DISCONNECT TO BE REMOVED. 1_ -Z71 ❑ i W P ° ° 40 _Jr , OFFICE CE F _10 I I _ ❑ 1 I AH U -1 f rte,. I--- ----� E5- (� ) L I I �- Ij � � - -� T I COMMUN I T Y I r. I �cl I I I orl; I h�ITCHEN — A ® RL _ ---- F H Q I FIRE . 3/4"C. TO TEL. BOARD - IBLE --► TO FIRE ALARM DEVICES ZONE 1 - PULL STATIONS, CEILING DETECTORS ZONE 2 - DUCT DETECTORS LR -34 SCIA TWO ZONE FIRE ALARM CONTROL PANEL FIRIIIIALARM RISER DIAGRAM NOT TO IWLE 11 ,i of-, ILL 1 1�� I OFF. C� - O �N] 0 wr I IFIRE ALARM CONTROL PANEL inn C �H 1 T -- I RESOURCE ::ff UM L I o, o i❑ ° c c5 NOTES= N. H. (] MOUNT RECEPTACLE HORIZONTALLY AS HIGH AS POSSIBLE ON WALL OR BELOW CEILING. 12-2101 Q THE SIZE OF WIRING, CONDUIT, DISCONNECT AND FUSES FOR HVAC EQUIPMENT IS - - DATE BASED ON THE MECHANICAL BASIS OF DESIGN. IF THE BASES OF DESIGN IS NOT o ❑ USED. THE CONTRACTOR SHALL RESIZE THESE ITEMS PER THE NATIONAL ELECTRICAL __. ° I?P4 = CODE AND MANUFACTURER'S RECOMMENDATIONS AND SHALL SUBMIT THIS DATA WITH I � THE HVAC SUBMITTAL FOR APPROVAL. H -- -- O ® PROVIDE ALL THE REQUIRED WIRING AND CONDUIT TO INTERLOCK HVAC EQUIPMENT. ° SEE MECHANICAL FOR EXACT PAIRING. Ir -- -- - I ® VERIFY WITH OWNER FOR EQUIPMENT'S ELECTRICAL CHARACTERISTICS. ❑ (5 PROVIDE FUSES PER MANUFACTURER'S REQUIREMENTS. H ® REMOVE ALL ELECTRICAL DEVICES IN RENOVATED AREAS. Ob (Z) COORDINATE LOCATION OF SWITCHES WITH PARTITION WALL INSTALLATION. i ® EXTENT OF WORK IN THIS AREA OF BUILDING LIMITED TO POWER MODIFICATIONS AND FIRE ALARM SYSTEM ONLY. LOCATE DEVICES AS SHOWN ON PLAN, COORDINATE I WITH OWNER AND ARCHITECT. H O II ® PROVIDE HAND DRYER BRADLEY CAT. NO. BRAD 282-D-120 STAINLESS STEEL FINISH, ° jI MOUNTED 54" AFF. ❑ 1111E".S INTERCEPT EXISTING TELEPHONE SERVICE AND EXTEND IT TO THE NEW TELEPHONE BOARD. __...— ° I I` COORDINATE WITH BELLSOUTH AND OWNER. O / PANEL j: / ❑.�� AMMER ISTING PANEL FEDERAL -PACIFIC TO BE REMOVED D NEW PANEL MDP MOUNTED IN SAME LOCATION 4EXIS TING 3 POLE, 200 AMP. MAIN DISCONNECT TO BE REMOVED. 1_ -Z71 ❑ i W P ° ° 40 _Jr , OFFICE CE F _10 I I _ ❑ 1 I AH U -1 f rte,. I--- ----� E5- (� ) L I I �- Ij � � - -� T I COMMUN I T Y I r. I �cl I I I orl; I h�ITCHEN — A ® RL _ ---- F H Q I FIRE . 3/4"C. TO TEL. BOARD - IBLE --► TO FIRE ALARM DEVICES ZONE 1 - PULL STATIONS, CEILING DETECTORS ZONE 2 - DUCT DETECTORS LR -34 SCIA TWO ZONE FIRE ALARM CONTROL PANEL FIRIIIIALARM RISER DIAGRAM NOT TO IWLE 11 ,i of-, ILL 1 1�� I OFF. C� - O �N] 0 wr I IFIRE ALARM CONTROL PANEL inn C �H 1 T -- I RESOURCE ::ff UM L I o, o i❑ ° c c5 ELECTRICAL N. H. N. D. AS SHOWN 12-2101 REVIEWED BY; DRAWN BY SCALE DATE WOMENC I it I?P4 = j I01l _T � � III I •._ -- -- =- _�-- / HENS GALLE�'YQA Ir -- -- - I TJILET L1�J J li I i I oR L I ��I Ra ,•� (TELEPHONE 1111E".S - — -.I 11 BOAR16 I; i4 do f] FLOOR PLAN SCALE: 1/8" = 1'-0" _21 - - �- J 1 ilIl ET NC) WOR'I� 1 THi _, ANI ) r T EXISTING TELEPHONE r,TERMINAL BOX I5 ^ ❑' - -_ _T- BE REMOVED——_ ---- - - - - _ MUNICATION FLOOR PLAN/ ELECTRICAL N. H. N. D. AS SHOWN 12-2101 REVIEWED BY; DRAWN BY SCALE DATE E-2