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3965 St Johns Pkwy 03-396 New Construction The 81 Family Partnership
-�-�.W,.�ti,..,..4....�....- 1 I C:TENERAL NOTES AND SPECIPIGATIONS 01.1 THE INTENT OF THESE DRAWINGS AND NOTES IS TO DEFINE THIS PROJECT, IT IS NOT WITHIN THE SCOPE OF THESE DRAWINGS AND NOTES TO DESCRIBE EVERT' DETAIL OF THE WORK NECE5SAR-T' TO CONSTRUCT THIS PROJECT. THE CONTRACTOR SHALL UNDERSTAND THAT HE IS TO PROVIDE COMPLETE AND FINI51-IED WOW READY FOR THE INTENDED USE. THE CONTRACTOR AND SUBCONTRACTORS SHALL REVIEW A COMPLETE SET OF CONSTRUCTION DOCUMENTS AND VISIT THE 51TE TO OBTAIN A COMPLETE OVERVIEW) OF THE WORK REQUIRED. IF THE CONTRACTOR FINDS THAT PERTINENT INFORMATION 15 t-1155ING OR MORE 15 REQUIRED, HE 51-IALL CONTACT THE ARCHITECT. 01.2 THE INFORMATION CONTAINED ON THE DRAWING5 15 IN ITSELF INCOMPLETE ANp VOID UNLESS USED IN CONJUNCTION WITH ALL THE NOTES/5PECIFICAT ION, TRADE PRACTICES, OR APPLICABLE STANDARDS, CODES ETC., INCORPORATED THEREIN BY THIS REFERENCE WHICH THE CONTRACTOR AND SUB CONTRACTOR(5) CERTIFY KNOWLEDGE OF BY SIGNING THE CONTRACT OR ENGAGING IN THIS WORK. 01.3 THE CONSTRUCTION OF TH15 PROJECT SHALL COMPLY WITH ALL APPLICABLE BUILDING, ENERGY, FIRE, HEALTH, SAFETY AND ACCESS CODES. REFERENCES TO THE CODE SHALL MEAN THE M05T RECENTLY ADOPTED EDITION OF CODES ADOPTED BY THE LOCAL BUILDING AUTHORITY. 01.4 THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY ANp PROPERTY DAMAGE FOR THE DURATION OF THE WORK. PROOF OF INSURANCE SHALL BE SUBMITTED TO THE OWNER PRIOR TO COMMENCEMENT OF WORK. 01.5 CONTRACTOR(5) SHALL EXAMINE EXISTING CONDITIONS AT THE JOTS 51TE TO VERIFY ALL CONDITIONS AND THE EXTENT OF WORK. IF CONTRACTOR 0B5ERVE5/DI5COVERS ANY AREA OF THE PROJECT (INCLUDED IN WORK OR NOT) THAT 15 NOT IN COMPLIANCE WITH THE CODES, HE SHALL NOTIFY THE DE5IGNER/ENGINEER. 01./o CONTRACTOR SHALL VERIFY ALL DIMEN5ION5 IN THE FIELD AND NOTIFY DE5IGNER/ENGINEER OF DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES, DIMENSIONS, AND FINAL DETERMINATIONS AS TO THE EXTENT OF THE WORK. 01.1 ALL SUB CONTRACTORS SHALL HAVE OR EXAMMINE A COMPLETE SET OF CONSTRUCTION DOCUt-IENT5 AND BE RE5PON51BLE TO NOTIFY GENERAL CONTRACTOR IF THEIR WORK WILL NOT COORDINATE SMOOTHLY WITH THE OVERALL PROJECT. 01,5 CONTRACTOR IS RESPONSIBLE FOR THE METHODS OF CONSTRUCTION AND FOR THE COORDINATION ON ALL WORK. 01.9 THE DESIGNER AND / OR ENGINEER SHALL NOT HAVE CHARGE, CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES, PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS. 01,10 THE COHTRACTOR'5 "REQUEST FOR PAYMENT" SHALL INCLUDE RELEASES OF LIEN FOR ALL MATERIAL. SUPPLIERS AND 51-15-CONTRACTORS WORK RELATING TO THE REQUEST FOR PAYMENT. 01,11 ALL CHANGE ORDERS SHALL BE SIGNED BY THE OWNER PRIOR TO COMMENCEMENT OF THE WORK TO BE CHANGED. 01,12 ALL REQUIRED TESTS SHALL BE PER.FORIMED Bl' AN APPROVED TESTING LAB. TESTS RESULTS SHALL BE SUBMITTED TO OWNER, ARCHITECT AND ENGINEER COST OF TESTS SHALL BE INCLUDED IN CONTRACT PRICE. 01,15 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PREFABRICATED ITEMS OF THE U10RK THE CONTRACTOR SHALL OBTAIN APPROVAL OF SHOP DRAWINGS PRIOR TO FABRICATION. SAMPLES SHALL BE SUBMITTED UPON REQUEST. 01.14 THE CONTRACTOR SHALL GUARANTEE ALL WORK UNDER THIS CONTRACT TO BE FREE FROM DEFECTS IN MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OR CERTIFICATE OF OCCUPANCY. 01.15 THE CONTRACTOR SHALL CLEAN ALL AREAS OF THE WORK AFTER CONSTRUCTION 15 COMPLETED. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE JOB 51TE AT THE CONTRACTOR'S EXPENSE. 01.10 TEMPORARY SHORING OF ANY TYPE AND PURPOSE IS THE RESPONSIBILITY OF THE CONTRACTOR. THIS ARCHITECT HAS NOT DESIGNED SHORING AND HAS NO REPON5I5ILITI' FOR IT, 01.11 ALL MANUFACTURERS, FABRICATORS, OR SUPPLIERS OF PREFABRICATEp BUI�DING UNITS, wHICH INCLUpE BUT ARE NOT LIMITED TO: FLOOR TRU55/JOIST, ROOF TRUSS, BEAMS, COLUMNS d LINTEL5, SHALL PROVIDE TO THE CONTRACTOR SHOP DRAWINGS WITH AN EMBOSSED `SEAL INDICATING THAT A QUALIFIED PERSON HAS REVIEWED, AND UNDERSTANDS THE DRAWINGS, IS KNOWLEDGEABLE OF APPLICABLE CODES, HAS DESIGNED, AND WILL SUPPLY TO THE JOB SITE A PRODUCT THAT WILL MEET THE REQUIREMENTS AND CONDITIONS WHERE INSTALLED IN THE WORK. 03.1 CONCRETE: FOOTINGS: 3000 P51 IN 2a DAPS 51-A85: 3000 P51 IN 25 DA1"5 FILLED CELLS: 3000 P51 IN 2a DAY5 COLUMNS: 3000 P51 IN 2a DAYS BEANS: 3000 P51 IN 2a DAYS 06.1 NO 1U00D FRAt 11N3 OR FINISHES SHALL BE ABOVE THE FINISH CEILING LINE. 06.2 ALL WOOD FRAMING SHALL BE KILN DRIED AND HAVE A MINIMUM FIBER STRESS OF 1200 PSI. 0II ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIALS. 01.1 INSULATION: INSTALL NEW: R-19 BATT INSULATION ABOVE LAY -IN CEILING (IN OFFICE AREAS ONLY) R-4.2 FOIL -BACK INSULATION ON ALL MASONRY WALLS. 09.1 THE M11,11MUM FLAME SPREAD CLASSIFICATION OF INTERIOR FIN15HE5 SHALL BE: FOR EXITS d EXIT ACCESS CLASS B FOR ALL OTHER AREAS CLASS C 09,2 ALL DRYWALL SHALL RECEIVE (1) COAT OF PREMIUM QUALITY PAINT APPLIED OVER A PRIMER COAT. 09.3 CONTRACTOR SHALL PROVIDE CLIENT wl"TH ONE COMPLETE BOX OF CEILING TILE OF THE 'TYPE USED ON THIS PROJECT. OFFIC I <a & WAR HO-USE TL`l)__UlLDlNG E) 99 -FAM.-[ L* P A 1'�' ��� ��� �n _ � � T sJ � F�� H N o P Al�I-� �[ � --WAY � `'s. ,�- rJA 1_\T F � IF4� D C �'.a N T �I� ',, �� 11I 1 PA ll� ,KWA �)L 'HEET INDEX 5HEr Na.PAS SNEEr TITLE - 40,1 1 OF 9 OOVER SHEET _ Al 2 OF 9 FLOOR FLAN -.-NEW GON5'I-RUCTION A2 3 cF 9 EXTERIOR ELEVATIONS ---NEW GONSTRUGTION A3 4OF9 DETAILS 4 SCHEDULES 51� 5 OF 9' FOUNDATION PLAN 52 6 of 9 5TRUGTURAL DETAILS El.l i OF 9 ELECTRICAL POWER PLAN -E2.1 OF 9 ELECTRICAL LIGI-ITING PLAN MP1.1 9 OF 9 PLUME3ING PLAN 5rrE LOC4TOR PFRO JEO DATA PROJECT NAME: A ADDITION FOR: "THE al FAMILY PARTNERSHIP" ADDRESS: 3965 ST. JOHN'S PARKWAY SANFORD CENTRAL PARKWAY SANFORD, FLORIDA 32171 BUILDING DEPT: SANFORD, FLORIDA IJJORK: OFFICE / WAREHOUSE PREVIOU5 OCCUPANCY: WAREHOUSE / BUSINESS CONSTR. TYPE OF EXISTING BLDG: SC 5PRINKLERED: NO AREA GROSS INTERIOR: 12,000 SO. FT. (2,960 5F_ - OFFICE / 9,040 SF. - WAREHOUSE) AMEIR,ICAN CtV-t-L E:VCANGLI;1NC CO. 207 N. MOSS RD., SUI'I'E 211; WIN'FER SPRINGS, FLA V700 PIT, (407) 327-7700, ll'AX (40't) 327-0227 Conrad Construction, Inc. TEVE CONRAD President POST OFFICE BOX 470424 TEL: 407.330.3233 LAKE MONROE, FL 32474 CELL: 407.709.4167 FAX- 407.323.9445 PLANS REVIEWED CITY OF SANFORD SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT, A PERMIT ISSUE() SHALL BE CONSTRUED TO RE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE_, CANCEL, ALTER, OR SET ASIDE ANY OF THE F'ROVISIONS OF THE TECHNICAL. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTFR REOUIRING A CORRF_C. TION OF ERRORS ON THE PLANS, CONSTRUCTION UR OTHER VIOLATIONS OF THE CODES. Div. ��ntio�n n a+r e_0'_ ALI. ,FIRE A Iir i Tt1JCTIJJ,L.`�'i `FL fit';♦e�uv.. r_R+. Fi2L�r�ri,`�id i1�lU��Y'T'•'r�1Uii�17 TIiVCTUi-i LNG. w rviE pLAfi r`i�f E NT OF T14- U f'"L AppROVED AS tjojED a A ,) IG-TUALL'r ADEOUATE FOR 120 1-I.P.N. WINDS, TH15 DRAWING MEET5 "THE REOUIRFMENT5 5FT FORTH IN CHAPTER 16 OF THE FLORIDA BUILDING CODE 2001 EDITION AS RUBLISHED B't THE 5TATE OF FLORIDA AND ENFORCED 8Y THE LOCAL JURISDICTION. w All LLI LLI LLI 0 I'Do �l H O r-a 0 � Q L O iL E-I LLI rip � a lU q w O <( H JOj RBERT, ID, P.E. 5 A' F FLORIDA . NO, 39505 DRAWN BY: CHECKED E3Y: DATE: O9/O3/02 SCALE: AS NOTED DRAwINr NO. Or�-OaO2=1125 SHEET NO. r r_-0P ',r--'I(3HT- 2002 LANE TRAJICK, G.P.E3.D./ A.!.F D I (aF 9 SHEETS IF GENERAL NOTES AND SPECIFICATIONS REY151ON5 35i6" MTL STUD 5/S" GYP BD BOTH SIDES 2 X 4 WOOD BUCK ALL FOUR SIDES SHIM I X PAINT GRADE WINDOW FRAME ALL FOUR SIDES OF OFG 1/411 TEMP GLASS 3/4" X 3/4" WOOD STOPS EA SIDE. OF GLASS PAINT GRADE WINDOW TRIM A$ SELECTED (TO MATCH DOORS). ALIGN HEAD WITH ADJACENT DOOR HEAD TRIM. D-I DETAIL WINDOW TRIM A3,1 J HEAD, JAMB AND 51LL GYP5aUM WALL BOARD 0 q METAL STUDS Pr /�T I -i• GRAB BAR 1 104 �'✓ 1 1/2" CLEARANCE (f� \ FROM WALL ANCHOR PLATE 12 ga. STEEL ALT. 115E 2X6 WOOD BETUIEEN STUD5 D-4 GRAB 5AR MOUNTING DETAIL A3,1 N.T.S. GALV. MTL. "C" SHAPED CONTROL JOINT. 6 X 6 WELD WIRE MESH 4 VAPOR BARRIER " .—COMPACTED SOIL G.J. ALTERNATE VI" SAWED CUT JOINT TO BE DONE WITHIN 16 HOURS OF FOUR. CUT TO BE I" DEEP 6X1,WELD WIRE MESH --_— ° `� -� _ _VAPOR BARRIER COMPACTED 501L —III--- 7— CLE4114, COMPACTED, TEWITE TREATED FILL -2 CONTROL JOINT DETAIL 5/a' GYP WALL BOARD (2) 3-5/8" METAL 5TUD5 TIGHT TO ADJACENT WALL OR CORNER. CHANNEL ANCHOR PRE-HI.W-i WOOD DOOR FRAME TO STUD ACTUAL DOOR OPENING TO BEGIN A MAXIMUM OF 41i1' FROM ADJACENT STUD LINE. DOOR FRAMING DETAIL = TYPICAL HINGE SIDE a DOORS SHOUN IN COMER CF ROOM FIND THIS 5YMB0L OO R 5 r--• " E p U L E ON PLAN NEAR DOOR. DOOR MAW—]DR. SIZE MARK 51ZE THICK CORE MAT. TYPE FRAME THRESH. HARDW. CLO5. A 3'-0" X 6'-a" 1 3/4'' MTL. ALUM, SINGLE LT. GLA55 NM. ALUM, DEADBOLT YES B 3'-0" X &'-a" 1 3/4" MTL. 5TL. FLUSH HM. - LOCK YES C 3'-0" X &'-a" 1 3/4" WD. WD. FLUSH H.M. - LOCK YE5 D 3', 0'i X &'' a" 1 3/411 WD. WD. FLUSH N M. - LOCK YES E 12 -0 X 14 -0 1 3/4 MTL, 5TL. ROLL UP 5%, - LOCK MANUAL I. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL KNOWLEDGE OR EFFORT OR THE USE OF KEY AND SHALL BE SELECTED FROM ADA PRODUCTS, 2. ALL DOOR5 SHALL BE EQUIPPED WITH H.C. ACCESSIBLE HARDWARE TO BE SELECTED FROM ADA CODE COMPLIANCE PRODUCTS, 3. CONSULT WITH CLIENT FOR LOCKING AND KEYING. SEE THI5 SYMBOL LETTER IN BOX ON PLAN IS ULE ON PLAN IN EA. ROOM © ABBR FOR FIN15H MATERIAL 1 FL00i, 2 SASE 3 W,4LL5 4 r,-EILINC:T = UJ = 3 1/2" COLONIAL BASE D = 5/a" DRT'WALL r = 2' X 4' ACOU5TICAL GRID R = VINYL T = CERAMIC TILE BASE D = 5/6" DRYWALL - V = VINYL 6A5E 5 = MA50NRY WALL (PAINT) _ C = CARPET - = SEALED CONCRETE - = NO E3A5E 5EG2UENCE OF ABBR IN SMALL BOX ON PLAN CIRCLE OVER PDX 15 INDICATOR TO REVIEW CORRELATES TO BOX ABOVE TO INDICATE SURFACE 1 2 3 4 OTHER PLAN5 OR ELEVATIONS FOR MORE INFO. TRANSITION STRIP (VINYL OR RUBBER) GLUE -DM CARPS FLOOR TRAN5ITION DETAIL - CARPET TO RESILIENT TOILET ROOM ACCE55ORIE5 PROJECT CODE ITEM PTD PAPER TOWEL DISPENSER TPH TOILET PAPER HOLDER HGB HANDICAPPED GRAB BAR 4211 LONG 1 1/2" DIA. HGB HANDICAPPED GRAB BAR 36" LONG 1 1/2" DIA. MIR MIRRORS SELECTED BY OWNER (BOT. MTD MAX. 3a" AFF) -NOTE: ALL ITEMS NOTED A$ SELECTED BY OWNER, ARE TO BE PROVIDED AND INSTALLED BY CONTRACTOR 01.1 THE INTENT OF THESE DRAWINGS AND NOTES IS TO DEFINE THI5 PROJECT. IT 15 NOT WITHIN THE SCOPE OF THESE DRAWINGS AND NOTES TO DESCRIBE EVERY DETAIL OF THE WORK NECESSARY TO CONSTRUCT THI5 PROJECT. THE CONTRACTOR SHALL UNDERSTAND THAT HE 15 TO PROVIDE COMPLETE AND FINISHED WORK READY FOR THE INTENDED USE. THE CONTRACTOR AND SUBCONTRACTORS SHALL REVIEW A COMPLETE SET OF CONSTRUCTION DOCUMENTS AND V151T THE 51TE 'TO OBTAIN A COMPLETE OVERVIEW OF THE WORK REQUIRED. IF THE CONTRACTOR FINDS THAT PERTINENT INFORMATION IS MISSING OR MORE 15 REQUIRED, NE SHALL CONTACT THE ARCHITECT AND/OR ENGINEER. 01,2 THE INFORMATION CONTAINED ON THE DRAWINGS IS IN ITSELF INCOMPLETE AND VOID UNLESS USED IN CONJUNCTION WITH ALL THE NOTES/SPECIFICATION, TRADE PRACTICES, OR APPLICABLE STANDARDS, CODES ETC., INCORPORATED THEREIN BY THIS REFERENCE WHICH THE CONTRACTOR AND SUB CONTRACTOR(5) CERTIFY KNOWLEDGE OF BY SIGNING THE CONTRACT OR ENGAGING IN THI5 WORK. 01.3 THE CONSTRUCTION OF THIS PROJECT SHALL COMPLY WITH ALL APPLICABLE BUILDING, ENERGY, FIRE, HEALTH, SAFETY AND ACCESS CODES. REFERENCES TO THE CODE SHALL MEAN THE MOST RECENTLY ADOPTED EDITION OF CODES ADOPTED BY THE LOCAL BUILDING AUTHORITY. 01.4 THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. PROOF OF INSURANCE SHALL BE SUBMITTED TO THE OWNER PRIOR TO COMMENCEMENT OF WORK 01.5 CONTRACTOR($) SHALL EXAMINE EXISTING CONDITIONS AT THE JOB SITE TO VERIFY ALL CONDITIONS AND THE EXTENT OF WORK. IF CONTRACTOR OB5ERVE5/D15COVER5 ANY AREA OF THE PROJECT ( INCLUDED IN WORK OR NOT) THAT 15 NOT IN COMPLIANCE WITH THE CODES, HE SHALL NOTIFY THE ARCHITECT. 01.6 CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY ARCHITECT OF DISCREPANCIES. CONTRACTOR 5NALL BE RESPONSIBLE FOR ALL QUANTITIES, DIMENSIONS, AND FINAL DETERMINATIONS AS TO THE EXTENT OF THE WORK. BRACE TO STRUCTURE HORIZONTAL SECTION >J ACOUSTICAL LAr-IN CEILING 3 5/8" STUDS g 16" O.C. WJ 17' GYP BD EA SIDE t SOUND BATTS j CAULK GTP BD AT FLOOR t GAPS SILL SEAL (FOAM) UNDER PLATE/RUNNER VERTICAL SECTION TYPICAL SOUND WALL TNRU CEILING BRACE TO STRUCTURE AS REQ'D L. D 7 T— HORIZONTAL SECTION ACOUSTICAL LAY -IN CEILING FROVIDE 2° FARE BLOCK AT CEILING LINE IN WOOD WALLS 3 1/2" WOOD STUDS a 16" D.C. 1/2" GYPSUM WALLBOARD EA SIDE BASE: SEE FINISH SCHEDULE VERTICAL SECTION //�TYPI CAL WALL THROUGH CE I L INS WOOD FRAME WALL BRACE TO STRUCTURE HORIZONTAL SECTION AS REQ'D ACOUSTICAL LAY -IN CEILING 3 5/8" METAL STUD$ - 16" D.C. 1/2" GYPSUM WALLBOARD EA SIDE BASE: SEE FINISH SCHEDULE VERTICAL SECTION A TYPICAL WALL TNROUr N CEILIN� NON-COMEUBTIBLE WALL z_ X 15" <t MIRROR - TOWEL DISP. Tr z ' COVER OR 61 = INSULATE cl, �� EXPOSED PIPE !0, 01.1 ALL SUB CONTRACTORS SHALL HAVE OR EXAMINE A COMPLETE SET OF CONSTRUCTION DOCUMENTS AND BE RESPONSIBLE TO NOTIFY GENERAL CONTRACTOR IF THEIR WORM. WILL NOT COORDINATE SMOOTHLY WITH THE OVERALL PROJECT, 01,0 CONTRACTOR IS RESPONSIBLE FOR THE METHODS OF CONSTRUCTION AND FOR THE COORDINATION ON ALL WORK. 01.9 CONTRACTOR SHALL VERIFY WITH THE OWNER, THAT ALL MATERIALS CALLED IN THESE DRAWINGS MEET WITH THE STANDARDS AND REQUIREMENTS SET FOR THE IMPROVEMENTS. 01.10THE ARCHITECT AND / OR ENGINEER SHALL NOT HAVE CHARGE, CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES, PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS. 01.11 ALL CHANGE ORDERS SHALL BE SIGNED BY THE OWNER PRIOR TO COMMENCEMENT OF THE WORK TO BE CHANGED, 01.12 ALL REQUIRED TESTS SHALL BE PERFORMED BY AN APPROVED TESTING LAB. TESTS RE5ULT5 SHALL BE SUBMITTED TO OWNER, ARCHITECT AND ENGINEER. COST OF TESTS SHALL BE INCLUDED IN CONTRACT PRICE. 01,13 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PREFABRICATED ITEMS OF THE WORK. THE CONTRACTOR SHALL OBTAIN APPROVAL OF SHOP DRAWINGS PRIOR TO FABRICATION. SAMPLE5 SHALL BE SUBMITTED UPON REQUEST. 01.14 THE CONTRACTOR 50ALL GUARANTEE ALL WORK UNDER THIS CONTRACT TO BE FREE FROM DEFECTS IN MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OR CERTIFICATE OF OCCUPANCY. 01,15 THE CONTRACTOR SHALL CLEAN ALL AREAS OF THE WORK AFTER CONSTRUCTION 15 COMPLETED. ALL TRA514 AND DEBRI$ SHALL BE REMOVED FROM THE JOB SITE AT THE CONTRACTOR'S EXPENSE. 01.16 TEMPORARY SHORING OF ANY TYPE AND PURPOSE 15 THE RE5PON515ILITY OF THE CONTRACTOR THIS ARCHITECT HA5 NOT DESIGNED SHORING AND HA5 NO RESPONSIBILITY FOR IT. 01.11 ALL MANUFACTURERS, FABRICATORS, OR SUPPLIERS OF PREFABRICATED BUILDING UNITS, WHICH INCLUDE BUT ARE NOT LIMITED TO: FLOOR TRU55/J015T, ROOF TRUSS, BEAMS, COLUMNS 4 LINTELS, SHALL PROVIDE TO THE CONTRACTOR SHOP DRAWINGS WITH AN EMBOSSED SEAL INDICATING THAT A QUALIFIED PERSON HAS REVIEWED, AND UNDEfR5TAND5 THE DRAWINGS, 15 KNOWLEDGEABLE OF APPLICABLE CODES, HAS DESIGNED, AND WILL SUPPLY TO THE JOB SITE A PRODUCT THAT WILL MEET THE REQUIREMENTS AND CONDITIONS WHERE INSTALLED IN THE WORK. 03,1 CONCRETE: FOOTINGS: 3000 P51 IN 2,5 DAYS SLABS: 3000 P51 IN 20 DAYS FILLED CELL$: 3000 PSI IN 20 DAYS COLUMNS: 3000 PSI IN 28 DAYS BEAMS: 3000 PSI IN 2& DAYS 06,1 ALL WOOD FRAMING SHALL BE KILN DRIED AND HAVE A MINIMUM FIBER STRESS OF 1200 P5L 06.2 ALL WOOD IN CONTACT WITH CONCRETE OR MA50NRY SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIALS. 01.1 INSULATION: INSTALL NEW: R-19 BATT INSULATION ABOVE LAY -IN CEILING (IN OFFICE AREAS ONLY) R-4.2 FOIL -BACK INSULATION ON ALL MASONRY WALLS. 09.1 THE MINIMUM FLAME SPREAD CLA551FICATION OF INTERIOR FINISHES SHALL BE: FOR EXITS 4 EXIT ACCESS CLASS B FOR ALL OTHER AREAS CLASS C 092 CONTRACTOR SHALL PROVIDE CLIENT WITH ONE COMPLETE BOX OF FLOOR TILE AND CEILING TILE OF THE TYPE USED ON THIS PROJECT. WINDOW TYPE5 (2) 36" X 40" ALUM. FIX. GL. FRAME O BRONZE ALUMINUM FRAME FIXED GLASS SEE MANUFACTURERS SPECIFICATIONS FOR INSTALLATION INFORMATION 12" 42" MIN GRAB BAR 1 1/21� n lJ TPD. _ z csl 4� = ctT •� 61 (0 CADET 21(oa TYPICAL BATH PLAN LAY 51DE ELEVATION W.C. SIDE ELEVATION N.T.5 N.T.5, CLR. FLR. SPACE LINE FOR TOILET IB CLR FLR SPACE LINE FOR LAVATORY © HANDICAP T-TURN SPACE MIN, 48 X 66 MINIMUM 30 X 48 FRONT ELEVATION GUT TO OUT FLANGES f�l _ -rt - - II I I I _- - II r I r FLASH 4 COUNTER FLASH LAP AS REQ,T) SEALANT NOTE: SECURE WINDOW AS PER WINDOW MANUFACTURERS RECOMMENDATIONS FOR MPH WINDOW ZONE REQUIREMENTS P.T. 2 X 4 WOOD BUCK W I }� I D O W P E A R DETAIL E_ T A I L ANp/OR WOOD BLOCKING V I� WINDOW G YP5UM BD, 1/2 SCALE FLASH 4 COUNTER FLASH LAP AS REQ.'D II � II WINDOW _-____-- AVA NOTE: SECURE WINDOW AS PER WINDOW MANUFACTURERS (> RECOMMENDATIONS FOR _ LOCAL WIND ZONE REQUIREMENTS - p SEALANT P.T. 2 X 4 WOOD BUCK 3/16" TAP CONS, 24" O.C. (MAX.), 3 MINIMUM, GYPSUM BD. — CORNER BEAD - F.T. I X 4- 3/4" RIGID INSULATION WINDOW JAMS DETAIL Q3 AT STUCCO WALL 1/2 SCALE SEE WINDOW SCHEDULE S" CONC, BLOCK FILLED CELLS AS PER FLOOR PLAN LOCATIONS 2080 WIGGLEY FARMS ROAD DELTONA, FLORIDA 32725 PH: 386.789-5186 FAX: 386.789.6476 ILI iu < w p ,u 0,z wu F F—�jlu lK� Z-Z tL�v)E�`t� �? p � V Wz st v)QA _I Wu��oqq `[z- ' Qw nlX s (�y� cfi ,L � �— U IS) �) o (a LL) zlY(]w Cl (3Mum ,,,w U- Ovzi(L a; LH O H LL C/) Z ILI P JEAN J. HEERE,ERT, TTI—P.E. STATE OF FLORIDA REG. NO, 39505 DRAWN BY: RLW CHECKED Bl': JR DATE: 5TRUCTUALLY ADEQUATE FOR 1201"1.P.N. WINDS, 10/01/02 SCALE: THI5 DRAWING NEET5 THE ,45 NOTED REOUIREMENT5 5ET FORTH DRAWING NO. IN CHAPTER 16 OF THE (�1"j - O8O2 -112 5 _ STANDARD BUILDING CODE SHEET NO. 2002 EDITION A5 PUBL15HEp BY THE 55CC1 AND ADOPTED BY THE LOCAL JURISDICTION C COPYRIG HT- 2002 LANE TRAWICK, C,17=.E3.D./ A.I.B.D. 1 4 OF q SHEETS OUTSIDE CLOSURE--\ //—MCT-2 MCT-1 0.5, CL05URE "R" PANEL BACK SHEETING—, 1.5. CLOSURE RHCF-20 8" PURLIN J (4) 1/2" DIA. X 1 1/4" N.T. BOLTS ER -I (4) 1/2" DIA, X 1 1/4" H.T. BOLTS BA-20 MR- -—GA-212.00 OUTSIDE CLOSURE NOTE; BLOCK WALL a" NOT BY METAL BUILDING MANUFACTURER D-14 SECTION 52 SCALE, 3/4'' = 1'-0" OUTSIDE CL05URE GA-20 MC-1 E5-II "R" PANEL MANSARD SHEETING (MP-11) ES -II -' IN51DE CLOSURE OUTSIDE � CLOSURE �FET-20 "R" 5 6-2C PANEL ul SOFFIT `I 5HEETING b (SP-48) 2'-0" i 0.5. CLOSURE "R" PANEL "R" PANEL MANSARD BACK SHEETING SHEETING MC-2 (MP-11) —� �'-- j 8" GIRT INSIDE CL05E b- YG-9 I INSIDE CLOSE S" EA,VE STRUT f (4) 1/2" DIA. (2) 1/2" DIA. X 1 1/4" X 1 1/4" H.T. H.T, BOLT5 BOLTS SS -I MR-3 ER-1 \ IN51DE CLOSURE-\ 6P-24 (4) 1/2" DIA. FET-20 OUTSIDE X 1 1/4" N.T. \ BOLTS u 5-6-2G CLOSURE OUTSIDE 5TF-20 CLOSURE "R" PANEL SOFFIT SHEETING NOTE: 2'-0" all BLOCK WALL NOT BY METAL BUILDING MANUFACTURER D-12 SECTION S2 SCALE: 3/4" = I'-0' i I METAL ROOFING A PURLIN i i I i FRAMING BY METAL BUILDING MFGR TYP. I RIGID FRAME BEYOND, SEE PLAN, TYPICAL I , SEE PLAN Y _ T O BOND BM. = T MBI MASONRY BEAM: S" X 16" REINF. WITH (1) " 5 CONT, IN KO COURSES GROUTED SOLID, TYP. 8" MASONRY WALL - SEE PLAN FOR REINFORCING - TYPICAL 117 I i D-IPA SECTION 52 SCALE: 314'' = 1'-0" I I I Sl,_EEF' .LAN I r T.O. POND BM. 8" MASONRY WALL SEE PLAN FOR I REINFORCING - TYPICAL _ - I D-9 SECTION S2 SCALE: 3/4'' = 1'-0" (U' 50 VERTICAL TO _I— T/WALL a 4'-0" O.C. t TYPICAL UN.O. - a "POWERS STEEL" HEADER PRE -CAST REINF. W/ (U " 5 R - REINF. SOLID CONT. AND FILLED - — CONC. HEADER SOLID W/ GONG., ° TYPICAL CMU KNOCK -OUT BLOCK COURSE. RINFORCING W/ (1) 05 m CONT. a FILLED SOLID W/ GONG., TYPICAL W ; an w OPENINGS 0 REG. CONC. BLOCK OPENINGS SPLIT -FACED BLOCK NOTES: I. PRECAST LINTELS SHALL BEAR A MIN. 8" END. D-7 SECTION 2, BREAK OUT BOTTOM OF LINTEL AT BEARING TO ADMIT VERTICAL REINFORCING. S2 SCALE: 3/4'' = I'-0' THESE BARS MAY BE ELIMINATED IF WALL REINF. TER1M1NATE5 IN STANDARD HOC-)" SPLICE LENGTH � U 1 Z I I REINF. CORNER BARS REINF. P ti�ni i wn4..,. FOOTING. TYP, NOTE: CORNER BAR SIZE, SPACING AND LOCATION SAME AS HORIZ. WALL REINF, LAP SPICES PER ACI 310 FOR SPLICE LENGTH. FOR BEAMS, WALLS AND FOOTINGS. D-ro SECTION 52 SCALE:: 3/4" = 1'-0'' SLAB REINF. - SEE PLANS, STOP EACH SIDE OF JOINT —\ 1'-411 TOOL EDGES TO 1/5" RAD, WHEN EXPOSED 1' - 411 GALV. MTL. "C" 5HAPED CONTROL JOINT. Lu -Tno - �u z I- lU -q .o • t1 4 4 II (I I I I TYPICAL CONSTRUCTION JOINT IVAPOR BARRIER SAW I/4" WIDE SLOTS 4 TO 12 HOURS COMPACTED 501Lz � AFTER CONC. PLACEMENT. (FILL SLOTS Q W/ EPDXY RESIN JOINT FILLER AFTER [f] w 90 DAYS. FOR EXTERIOR 5LA65 GRIND `r IL O OR RUB FLUSH. =� I 9 4 4 - ............ - - - - - . 4 4 q" ICUT EVERY OTHER I ----I I----IC----I T--- 11- I( I( I WIRE BENEATH TH JNT: I I— I I I I I I 1- VAPOR BARRIER OPTION CONSTRUCTION JOINT COMPACTED SOIL D - 5 TYPICAL CONTROL JOINT cJ- 2 SCALE.- 3/4'' = I'-F UAF SEE PLAN NOTES ELEV. SEE PLA\jh ° T.O. SLAB YY COMPACTED FILL `h TYPICAL cD all D-4 SECTION 52 SCALE: 3/4" = I'-0i' MASONRY WALL 1/2" CONT. EXP. JOINT,TYP.- EXTERIOR SLAB SEE ARCHIT. OR CIVIL TYP. —\ METAL COLUMN, BASE PLATE AND ANCHOR BOLTS BY METAL BLDG. MFR TYP. CONT. WALL FOOTING REINF, PASSES THROUGH COLUMN FOOTING HAIRPIN, SEE FOUNDATION PLAN % SEE 4 PLAN�� , T.O. �— — — — — -- SLAB Q II ` Lu II <1 U 4 4 La �14 4 LLI . � �� 4 i cL.tL) SEE SCHEDULE COLUMN FOOTING i D-3 SECTION - MAIN FRAME FT(-3TYPE'E3' 52 SCALE: 3/4'' = 1'-0'' SEE SCHEDULE THICKENED SLAB EDGE BEYOND CONTINUE REINF, THRU COLUMN FOOTINGS, TYPICAL MASONRY WALL SEE PLAN FOR REINFORCING - TYPICAL 1/2" CONT, EXP. JOINT,TYP. - - EXTERIOR SLAB SEE ARCHIT. OR CIVIL TYP. —\ 4• < 4 4 . 5 E E 5CHED\ REINFORCING SEE SCHEDULE SCALE: 3/4" = I'-o" A I MASONRY WALL =1— -1 - I ,,,1 SEE PLAN `T.O. SLAB R LLI s U) LLI METAL COLUMN, BASE PLATE AND ANCHOR BOLTS BY METAL BLDG. MFR TYP, CONT. WALL FOOTING REINF. PASSES THROUGH COLUMN FOOTING -HAIRPIN, SEE FOUNDATION PLAN 4/ T.O. — — — � IT— SLAB ° a .° - L 11° C1 z & 4 I LLI LC 4 ° q W SEE 5CHEDUL COLUMN Foot SEE SCHEDULE MAIN FRAME FTG TYPE 'A' THICKENED LAB EDGE BEYOND 52 SCALE: 3/4" = I'-0" CONTINUE REINF, THRU COLUMN FOOTINGS,. TYPICAL Lctj , L - jLe TRAWICK C.P,B.D. / A.I.B.D. 2080 WIGGLEY FARMS RU DELTONA, FLORIDA 3Z7Z5 PHONE: 386-789.5186 FAX: 386.789-6476 °W Z° �z O Q) Lu wt=��j0 r wU aq� tu 4 `u, � Lu vLL LL UCH u1 W�'l� LL �w � criwul—Ll ra>cuF:zE w Lu r _v Ii���i Q o LL .11 1A U cn w �?71 0 �Dcn q � co O II �r l � Y •� Lo CA LOQ� J.' HERBERT, III, PE. ATE OF FLORIDA EG, NO. 39505 DRAUIN BY: CHECKED BY: JR 5TRUCTUALLY ADEMATE FOR 120 M.FA WIND5. DATE: 10/0 1/02 SCALE: TH15 DRAWING MEETS THE A5 NOTE REQUIREMENTS SET FORTH DRAWING NO, IN CHAPTER 16 OF THE C �l - 0002 -112 J STANDARD BUILDING CODE SHEET NO. 2001 EDITION AS PUBLISHED BY THE SBCCI AND ADOPTED BY THE LOCAL JURISDICTION COPYRIGHT- 2002 LANE TRAWIGK, G.P.B.D./ A.I,B.D. I �, OF 'T SHEETS REVISIONS B 0 ra CIC ON I f E L E A L W F?, L A N SCALE: 1/0" = I' - 0" 0 0 o — — --O 4 0 ELECTRICAL NOTES El VISIT SITE AND DETERMINE REQUIREMENTS AND CO5T5 FOR POWER AND TELEPHONE CONNECTION, SERVICE EXTENSION, INCREASE IN CAPACITY, AND SERVICE EXPANSION FEES IF REQUIRED. COORDINATE WITH UTILITY COMPANY. NO COST INCREASE WILL BE ALLOWED AFTER BIDDING. E2 THERE SHALL BE NO BACK TO BACK OUTLETS OF ANY TYPE, REGARDLESS OF HOW CLOSE THEY ARE SHOWN ON THE DRAWINGS. DISPLACE THEM AT LEAST 4 INCHES AND SEPARATED BY A STUD BETWEEN OPPOSITE WALLS. E3 ALL WALL MOUNTED RECEPTACLES AND SYSTEMS OUTLETS SHALL BE MOUNTED IS" ABOVE THE FLOOR. AT RECEPTACLES ABOVE COUNTER TOPS MOUNT 8" ABOVE COUNTER UNLE55 NOTED OTHERWISE, RECEPTACLE AT WORK STATIONS SHALL BE LOCATED BELOW COUNTER SURFACE AND ACCESSED THROUGH PLASTIC GROMMET OPENING IN 'TOP. HEIGHTS ARE TO CENTER OF FIXTURE. E4 PROVIDE GFI PROTECTION FOR RECEPTACLE NEAR SINKS, AS REQUIRED BY CODE, E6 ALL CONDUCTORS SHALL BE COPPER E7 ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR AND IN A FIRST CLASS WORKMANLIKE MANNER THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. E8 ALL WORK SHALL BE DONE IN ACCORDANCE WITH N.E.G. AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES. E10 THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE OF DEFECTS FOR A PERIOD OF NO LESS THAN ONE YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF INSTALLATION THAT MAY HAVE BEEN DAMAGED. Ell ALL MATERIALS AND FIXTURES SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABELS WHERE APPLICABLE. E12 CONTRACTOR SHALL PROVIDE CIRCUIT ROUTINGS TO SUIT THE JOB CONDITIONS. F13 ALL PENETRATIONS SHALL MAINTAIN THE RATING OF WALL, FLOOR, OR CEILING, E14 VERIFY CLIENT'S REQUIREMENTS AND LOCATIONS OF DEDICATED CIRCUITS. E15 ELECTRICAL SUBCONTRACTOR SHALL VERIFY AND COORDINATE ELECTRICAL REQUIREMENTS OF EQUIPMENT PROVIDED BY OTHER SUBCONTRACTORS. E1r, ELECTRICAL SUBCONTRACTOR SHALL VERIFY THAT PROPER CLEARANCE AND ACCESS IS PROVIDED FOR SELECTED FIXTURES, NOTIFY ARCHITECT IF CONFLICTS BEFORE CONSTRUCTION BEGINS. Ell TELEPHONE INSTALLATIONS SHALL MEET ALL STANDARD REQUIREMENTS OF THE LOCAL ELECTRIC UTILITY AND THE TELEPHONE COMPANY EIS FOR TELEPHONE OUTLETS, PROVIDE METAL BOX AND CONDUIT STUB UP ABOVE THE CEILING. TELEPHONE COMPANY SHALL WIRE THE TELEPHONES PER THE N.E.C, E19 ALL PHONE LOCATIONS SHALL BE WIRED FOR MIN 2 PHONE LINES. CONSULT CLIENT FOR EXACT NEEDS AS MORE LINES OR COMPUTER CONNECTIONS MAY BE REQUIRED. E20 COMPUTER / PRINTER / NETWORK: VERIFY WITH CLIENT THE SPECIFIC REQUIREMENTS OF THEIR MIS SYSTEM AND PROVIDE WIRING OR CONDUIT AS NECESSARY. E23 ALL ELECTRICAL SWITCH AND OUTLET BOXES INSTALLED IN FIRE RATED WALLS SHALL BEAR A "UL" LABEL, THE AREA OF THESE BOXES SHALL BE NO MORE THAN 16 S.I. AND NO MORE THAN 100 5.1. AGGREGATE PER 100 S.F. OF WALL. BOXES SHALL BE INSTALLED WITH NO MORE THAN 'i8" GAP BETWEEN BOX AND DRYWALL AND SEPARATED FROM BOXES ON OPPOSITE SIDE OF WALL BY A MINIMUM DISTANCE OF 24" ELECTRICAL 4 LIGHTING LEGEND � ELECTRICAL PANEL ® EXHAU5T FAN, CFN NOTED AT FAN &= 110 V DUPLEX OUTLET (10" AFR TYP.) u 2' X 4' FLUORESCENT LAY -IN , 4 BULBS &=44' INDICATE5 HEIGHT A.F.F. TO CENTER 6-- EXTERIOR WATER PROOF RECEPTACLE f 8' FLOURESCENT FIXTURE (2 BULB) (12 - TOTAL) &= GFI GROUND FAULT INTERRUPT PLACE A5 REQ, 4' FLOURESCENT FIXTURE (2 BULB) 0 229) 220 VOLT RECEPTACLE ® EXIT LIGHT l W/ DIRECTIONAL ARROW, A5 REOV $ / $3 SWITCH / 3 WAY SWITCH `J EMERGENCY LIGHT $D DINNER VaLUITCH P ❑ SMOKE DETECTOR ® FH TELEPHONE JACK A/C DISCONNECT EXTERIOR FLOOD LIGHTS }5C 5UR--ACE MOUNTED CEILING FIXTURE W WALL MOUNTED LIGHT FIXTURE CR RECE55ED 6" DOl1,N LIGHT ® FAN -LIGHT COMBINATION U COMPUTER DATA OUTLET - PROVIDE CONDUIT STUB IN CEILING HYAC GENERAL NOTES REVIEW DRAWINGS AND PROVIDE ALL WORK FOR A COMPLETE AND OPERABLE SYSTEM, INCLUDING INCIDENTALS REQUIRED BY CODE. ANY DISCREPANCIES TO BE BROUGHT TO THE ATTIONTION OF THE GENERAL CONTRACTOR WOFK SHALL COMPLY WITH THE FOLLOWING: A: A5HRAE B: 5MACNA C: STANDARD MECHANICAL CODE D: NFPA SECTION WA AND 905 E: NFPA SECTION 101 LIFE SAFETY CODE, F: ALL STATE AND LOCAL CODES. LaLIC 3, SUPPLY AND RETURN DUCTWORK SHALL BE 1.5", R-(o FIBERGLASS 'TRAWICK WITH ANTIMICROBIAL COATING SEALED WITH FAB AND MASTIC. 6UPPORT5 TO BE U CHANNEL, MAXIMUM DISTANCE BETWEEN C.P.B.D. / A.I.B.D. MAXIMUM DISTANCE BETWEEN SUPPORTS SHALL NOT EXCEED . FIVE FEET. 2090 WIGGLEY FARMS RD. 4, FLEXIBLE DUCT RUNS TO BE LISTED AS CLASS I, R-6 DELTONA, FLORIDA 32725 AND BE PHONE: 386-789-5186 INSTALLED IN ACCORDANCE WITH THE FLORIDA ENERGY CODE. FAX:: 386- 89-51 FLEXIBLE DUCTWORK SHALL BE SUPPORTED WITH 2" METAL STRAPS. 6-789-6476 SUPPORTS SHALL BE PROVIDED WITHIN 1 1/2" FOOT OF INTERMEDIATE FITTING5 AND BETWEEN INTERMEDIATE FITTINGS AND BENDS.; `t HORIZONTAL DUCT SAG BETWEEN SUPPORTS SHALL NOT EXCEED Q F z 1/2" PER FOOT OF LENGTH. O w q) z u.i�►-f=-Our 5. EXHAUST AND OUT5IDE AIR DUCT TO BE GALVINIZED u w z z z z SHEET METAL. SEALED WITH APPROVED MASTIC. q > u, w ij CI w-jutAE_<twQ� 6. ALL PENETRATIONS SHALL MAINTAIN THE RATING OF THE WALL u Q �� OR CEILING, W 'D 1, SUPPLY AND RETURN GRILLES SHALL BE 2 X 2 PERFORATED = o p z FACE WITH FIBERGLASS BACK. RETURN GRILLES INDICATED -� LL' u `� p BY "L" SHALL BE FIXED 45 LOUVER FOR LARGER AIR z — � O QUANTITY. N CA (Y. - <t ui < t tl_ 8. CONDENSATE PIPING TO BE SCHEDULE 40 PVC WITH 1/2" z L � u - PIPE INSULATION TO PREVENT SWEATING. PROVIDE P-TRAP WITH v> z q iy- CLEAN-OUT AND ROUTE TO DRYWELL. U; ua w q QC)R 9 PROVIDE PROGRAMMABLE THERMOSTAT AT LOCATIONS SHOWN. F w o ~ J> � � THERMOSTAT SHALL BE DAY PROGRAMMABLE u � z 0 � i AUTO CHANGE OVER WITH NIGHT SET BACK SUPPLY FAN SHALL RUN CONTINUOUSLY AND DURING OCCUPIED HOURS. 10, UPON COMPLETION HVAc CONTRACTOR TO START UP HVAC SYSTEMS AND PROVIDE A COMFORT BALANCE TO THE SYSTEMS. HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE —� AND BALANCE OF THE SUPPLY AND RETURN AIR FLOW SYSTEMS, CL II, CONSULT WITH CLIENT CONCERNING USING METAL OR LINED DUCT WORK, METAL [DUCT WORK IS RECOMMENDED BY ARCHITECT, Q O Q CA O O LH TO SERVICE (WHERE UNDERGROUND {[ — SERVICE NOT REQUIRED) 0 E� � U � U LLI Ld (� 200 MAIN BREA .ER t cn PANE METER U O NOTE: W �y UNDERGROUND � q � UTILITIES OPTIONAL WHERE NOT REQUIRED ��� e�p I1/2 CONDUIT m R— 1*4 CU TO GRD. = ROD CUJP LLI U IS) NO SCALE **EACk� UNIT I tool val1 I , 0 J. HERBERT, IN, PE. STATE OF FLORVA PEG, NO. 3%Z5 DRAWN BY: --- RLW CHECKED BY: A [CM-0(502-1125 ATE: 5TRUC`iUALLY ADEQUATE FOR 120 M,PA WIND5. 10/01/02 TN15 DRAWING MEETS THE CALE: �������REOUIREMENT5 5ET FORTHIN CHAPTER 16 OF THE RAWING NO. FLORIDA BUILDING CODE 2001 EDITION A5 PUBLISHED SHEET NO, BY THE 5TATE OF FLORIDA AND ENFORCED BY THE LOCAL ELI JURI5DICTION, COFPYR!r,HT- 2002 1 ANE TRAWICK, C.P.B,D,/ rA.1.B.D. 1 OF 9 SHEETS REVI&►ON& A/ CC O ELECTRICAL NOTES El V151T SITE AND DETERMINE REQUIREMENTS AND COSTS HVAC GENERAL NOTE5 FOR POWER AND TELEPHONE CONNECTION, SERVICE EXTENSION, INCREASE IN CAPACITY, AND SERVICE REVIEW DRAWINGS AND PROVIDE ALL WORK FOR A COMPLETE AND EXPANSION FEES IF REQUIRED, COORDINATE WITH UTILITY COMPANY. NO COST INCREASE WILL BE ALLOWED AFTER OPERABLE SYSTEM, INCLUDING INCIDENTALS REQUIRED BY CODE. BIDDING. ANY DISCREPANCIES TO BE BROUGHT TO THE ATTIONTION OF THE GENERAL CONTRACTOR E2 THERE SHALL BE NO BACK TO BACK OUTLETS OF ANY WORK SHALL COMPLY WITH THE FOLLOWING: TYPE, REGARDLESS OF HOW CLOSE THEY ARE SHOWN ON THE DRAWINGS. DISPLACE THEM AT LEAST 4 INCHES A: A5HRAE AND SEPARATED BY A STUD BETWEEN OPPOSITE WALLS. B; 5MACNA E3 ALL WALL MOUNTED RECEPTACLES AND SYSTEMS G. STANDARD MECHANICAL CODE OUTLETS SHALL BE MOUNTED 10" ABOVE THE FLOOR, AT D: NFPA SECTION cvOA AND 90B RECEPTACLES ABOVE COUNTER TOPS MOUNT 8" ABOVE E; NFPA SECTION 101 LIFE SAFETY CODE. COUNTER UNLESS NOTED OTHERWISE. RECEPTACLE AT F; ALL STATE AND LOCAL CODES. WORK STATIONS SHALL BE LOCATED BELOW COUNTER SURFACE AND ACCESSED THROUGH PLASTIC GROMMET 3. SUPPLY AND RETURN DUCTWOW SHALL BE 1.5", R-6 FIBERGLASS OOPENING IN TOP. HEIGHTS ARE TO CENTER OF FIXTURE. WITH ANTIMICROBIAL COATING SEALED WITH FAB AND MASTIC, 4 SUPPORTS TO BE U CHANNEL, MAXIMUM DISTANCE BETWEEN E4 PROVIDE GFI PROTECTION FOR RECEPTACLE NEAR SINKS, MAXIMUM DISTANCE BETWEEN SUPPORTS SHALL NOT EXCEED . AS REQUIRED BY CODE. FIVE FEET, E6 ALL CONDUCTORS SHALL BE COPPER, E7 ALL WORK SHALL BE PERFORMED B'> A LICENSED INSTALLED FLEXIBLE DUCT RUNS TO BE L15TED AS CLA55 I, R-6 AND BE ELECTRICAL CONTRACTOR AND IN A FIRST CLA55 INSTALLED IN ACCORDANCE WITH THE FLORIDA ENERGY CODE. WORKMANLIKE MANNER THE COMPLETED SYSTEM SHALL FLEXIBLE DUCTWORK SHALL BE SUPPORTED WITH 2" METAL STRAPS. BE FULLY OPERATIVE. SUPPORTS SHALL BE PROVIDED WITHIN 1 112" FOOT OF INTERMEDIATE FITTINGS AND BETWEEN INTERMEDIATE FITTINGS AND BENDS, ES ALL WORK SHALL BE DONE IN ACCORDANCE WITH N.E.C. HORIZONTAL DUCT SAG BETWEEN SUPPORTS SHALL NOT EXCEED AND SHALL COMPLY WITH ALL LOCAL RULES AND 112" PER FOOT OF LENGTH. ORDINANCES. 5. EXHAUST AND OUTSIDE AIR DUCT TO BE GALVINIZED Elsa THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS SHEET METAL. SEALED WITH APPROVED MASTIC, AND WORKMANSHIP FREE OF DEFECTS FOR A PERIOD OF NO LESS THAN ONE YEAR FROM THE DATE OF 6. ALL PENETRATIONS SHALL MAINTAIN THE RATING OF THE WALL ACCEPTANCE. CORRECTION OF DEFECTS SHALL BE OR CEILING. COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF INSTALLATION THAT MAY HAVE BEEN T SUPPLY AND RETURN GRILLES SHALL BE 2 X 2 PERFORATED DAMAGED. FACE WITH FIDERGLA66 BACK RETURN GRILLES INDICATED Ell ALL MATERIALS AND FIXTURES SHALL BE NEW AND BY "L" SHALL 15E FIXED 45 LOUVER FOR LARGER AIR O SHALL BEAR UNDERWRITER'S LABELS WHERE QUANTITY' APPLICABLE. a. CONDENSATE PIPING To BE SCHEDULE 40 PVC WITH 112" E12 CONTRACTOR SHALL PROVIDE CIRCUIT ROUTINGS TO SUIT PIPE INSULATION TO FREVENT SWEATING. PROVIDE P-TRAP WITH THE JOB CONDITIONS. CLEAN-CUT AND ROUTE 1.0 DRYWELL. E13 ALL PENETRATIONS SHALL MAINTAIN THE RATING OF WALL, FLOOR, OR CEILING. g PROVIDE PROGRAMMABLE THERMSHOW AT LOCATIONS SHOTHERMOSTAT SHALL BE l DAY PROGRAMMABLE E14 VERIFY CLIENT'S REQUIREMENT5 AND LOCATIONS OF AUTO CHANGE OVER WITH NIGHT SET BACK SUPPLY FAN SHALL DEDICATED CIRCUITS. RUN CONTINUOUSLY AND DURING OCCUPIED HOUR$. E15 ELECTRICAL SUBCONTRACTOR SHALL VERIFY AND Im UPON COMPLETION HVAC CONTRACTOR TO START LIP HVAC SYSTEMS COORDINATE ELECTRICAL REQUIREMENTS OF EQUIPMENT AND PROVIDE A COMFORT BALANCE TO THE SYSTEMS. HVAC PROVIDED BY OTHER SUBCONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE E16 ELECTRICAL SUBCONTRACTOR SHALL VERIFY THAT AND BALANCE OF THE SUPPLY AND RETURN AIR FLOW SYSTEMS. PROPER CLEARANCE AND ACCESS IS PROVIDED FOR SELECTED FIXTURES. NOTIFY ARCHITECT IF CONFLICTS 11, CONSULT WITH CLIENT CONCERNING USING METAL OR LINED DUCT BEFORE CONSTRUCTION BEGINS, WORK METAL DUCT WORK IS RECOMMENDED BY ARCHITECT. Ell TELEPHONE INSTALLATIONS SHALL MEET ALL STANDARD REQUIREMENT5 OF THE LOCAL ELECTRIC UTILITY AND THE TELEPHONE COMPANY EIS FOR TELEPHONE OUTLETS, PROVIDE METAL BOX AND CONDUIT STUB UP ABOVE THE CEILING. TELEPHONE COMPANY SHALL WIRE THE TELEPHONES PER THE N.E.C. E19 ALL PHONE LOCATIONS SHALL BE WIRED FOR MIN 2 PHONE LINES. CONSULT CLIENT FOR EXACT NEEDS AS TO SERVICE MORE LINES OR COMPUTER CONNECTIONS MAY BE (lU{ IERE UNDERCRDUND REQUIRED. E20 COMPUTER / PRINTER / NETWORK; VERIFY WITH CLIENT SERVICE NOT REQUIRED) THE SPECIFIC REQUIREMENTS OF THEIR MIS SYSTEM AND PROVIDE WIRING OR CONDUIT AS NECESSARY, E23 ALL ELECTRICAL SWITCH AND OUTLET BOXES INSTALLED IN FIRE RATED WALLS SHALL BEAR A "UL" LABEL. THE AREA OF THESE BOXES SHALL BE NO MORE THAN 16 5.1. O 200 AND NO MORE THAN 100 S.I. AGGREGATE PER 100 5.F. OF WALL. BOXES SHALL BE INSTALLED WITH NO MORE MAIN THAN pie" GAP BETWEEN BOX AND DRYWALL AND BREA ER SEPARATED FROM BOXES ON OPPOSITE SIDE OF WALL PANE BY A MINIMUM DISTANCE OF 24" METER NOTE: UNDERGROUND UTILITIES OPTIONAL WHERE NOT REQUIRED 30ICU, 1112 CONDUIT E L E T L L I rzZ3 P T N G; F L A N = ROD CUJP 4 WITH HVAC SUPPLY AND RETURN REG;15TER LOCATIONS SCALE: 03"=I'-0" ELECTRICAL 4 LIGHTING LEGEND EP ELECTRICAL PANEL C) EXHAU5T FAN, CFM NOTED AT FAN 110 V DUPLEX OUTLET (18" AFF, TYP.) TX 4' FLUORESCENT LAY -IN , 4 BL1LB5 (a--44" INDICATE5 HEIGHT ARE TO CENTER 9- W' E3-- GF1 * 220 $ / $3 EXTERIOR WATER PROOF RECEPTACLE GROUND FAULT INTERRUPT PLACE A5 REQ. 220 VOLT RECEPTACLE SWITCH / 3 WAY SWITCH 8' FLOURESCENT FIXTURE (2 BULB) (12 - TOTAL) E== 4' FLUORESCENT FIXTURE (2 BULB) EXIT LIGHT ( W/ DIRECTIONAL ARROW, AS REQ'D) `L=_P EMERGENCY LIGHT $D DIMMER SWITCH ® SMOKE DETECTOR FH TELEPHONE JACK Ep A/C DISCONNECT v% EXTERIOR FLOOD LIGHTS { 5C SURFACE MOUNTED CEILING FIXTURE K�W WALL MOUNTED LIGHT FIXTURE r RECESSED_6" DOWN LIGHT — FAN LIGHT COMBINATION .� c COMPUTER DATA n1T1 ET -PROVIDE CONDUIT STUB IN CEILIr ELECT, F,JSEF 2080 WIGGLEY FARMS RD. DELTONA, FLORIDA 32725 PHONE: 386.789.5186 FAX; 386-789-6476 LLJ ill, LA -C (s) Q H w l-L O �n z U w � [L. O P4 <1 (j) P4 Ifl q C 3 � E--� a7 co NO SCALE ,"EACH UNIT ,l Ao� UJ 6f4 _J, HERBERT, M PE. STATE OF FLORIPA REG. NO. 39505 DRAWN B1-: CHECKED BY: JR STRUOTUALLY ADEQUATE FOR 120 M,P.N. WINDS, DAT 10/0-1/02 THIS DRAWING MEETS THE SCALE: AS NOT�p REQUIREMENTS SET FORTH DRAUJINCx NO. IN CHAPTER 16 OF THE CM - 0002 -112 5 FLORIDA BUILDING CODE 2001 EDITION A5 PUBLISHED SHEET NO. BY THE STATE OFF FLORIDA AND ENFORCED BY THE LOCAL E2J JURISDICTION. COF'YRIGzHT- 2002 LANE TRAUJICK, C.F'.B,D./ A.I.F3,D. 8 OP 9 SHEETS I INWLATIONt IN3•rALL NEW, R-M BATT IN3ULA•rlOrl AeovE LAY -IN CEILINra'(IN OFFICE AREA$ ONLY) R-4.2 FOIL-sAr-K IN5ULA710�I ON ALL MA50NRT I,uALL3. 1:. 09,I IrPE rl EMINIMUIrJ 3 FLAME 33ARE AD GLA381FICATION OF FOR EXrr:, 4 Exl r ACCEEpe, CLA.0)6 e F pF ALL. OTLJER AR .EA3 CLAB?i C r ' !09.2 ALL GRI'UJALL, sw,4LL cif r,'El'/E (I) coAr ✓►, r:jRLI-IIUI'1 t• :�UAI-Iry F.:WhJ'r APPLIEC, 0,11?R A r=`F%It-IE{:; (,)Ar o� c:c>r•rrF;,ac: rc�r2 ?�.►•I Lt_ wr �� /ICE Gl_It hl r UJI rI I Grlt'. • a:r >�'1f+•'Lk l Eu k o;4, or J ILA: 01' rl-IL C rpp- ll'r,[xD C>1,J •rl•I14, r rtojg(.-r r t'. , , 2 �pTaN"�IN D A �7 N l i f 4 .5 , i r F ST1 CL4 I A' �• � G� R fra �qNG� TR f� i. ck „ •� cEc Ft O I l9. , Y Cr, 7.4, t , JURA�E r , : —' '. .. '. •: J.... is .: r. ! , , 'r r , • TF�ALUI "Cl , of r .• r s. r. . � 4 r ,.1 ` t• I { r: . 14 Sv - x/ ( :Ixl w wu EXIST. O.H. POOR EXIST. OA, POOR EXIST. O.N. DOOR EXIST. O.N. DOOR LLI EXIST. COL. EXIST II COL. II II 11 II 11 II 11 EXIST. COL. EXIST. COL. II II 11 II 11 II II EXIST. COL. II II II II tl II II I I EXIST, FIRE WALL II II II II II II II I I • 11 11 � II II p 11 II WAREPOUSE 'I WAREPOUSE fl 60, 11 , II II 11 it II II IL II - cn - E;45T• COL 11 II II '' EXIST, COL. „ II II " EXIT. 29'-1 1/2" 29'-ro 3/4"- 29'-ro 3/4" 29'-2' WALL , D3 ® D3 WAREPOUSE WAREPOUSE M.T. EXIST. WALL EXIST. FIRE WALL INVENTORY = REPAIR _ 12'-m" CEILING �r 12'-V CEILING c v P G c o G :r S„ 13'-8" I5'-5 1/21, �5" 15'-5 1/2" 14'-11/4" 5,1 14'-5" T 15'-13/4" 5„ 14'-9" 14'-5" - D 3 PLUMES COLD WATER EXIST. A/CCOL EXIST. EXIST COL. EXIST. COMP.'S ' rn , GAH. �Y TETIANYI i -FOR 15 C LD WATER 11 G__0p_Y-Rh'1 DRAREE, I OFFICIt E COL. z = PIKE WALL .... w 4�p GEiL C V C) G .,, . � �'.0" CETIL. �''m° c�11.. •. , IP -- 3� „ " U5FY U Ci 112Q)' 9' O_' G13tL. C v DO � D 3 D 3 FOR 7 �� 4�1�.1 a 3/4 y� �J �Q� • al-8 1/2 vr- M.t. I G:ANr. BY I r CAt3. DY I ' rr�wT i' 5" r�rfu+r + h /2 W.�...,......�.+�..::�........ � ,.-� __ -•-.- Ti ..— �-__-. _ N.G, .. _.. -9 _ QFIG„F C �tl C'1_� ,G`FFICE 9'-O CEI ° L• ai N.G. j �a�� 1J I tr LC1rTQ] c �',,dIL: y PY Vill r r (`rrC I irQ�.. _ _' lilt 4+�..MWk._ Jarr.ww�.vluaM'.y1.[.iTi. 1:4 ' ' OFFIG 5, f, ____.. COL, �21 -4"1I .��� �i. _..Y. ~- OFFCCj~ 0'-4:" �EI�. SIC +g,.ym'iE, j A'•v' �,1{, r �.'1 9'-D" CEIL• Iw(V.Ir1i�1 yN 1 # I R "P ((D t� 1 .GF�. I�T�` 7 9'-t�N CEIL. 41. �F CE?i11 �'•' i DIL Ili �Gs�a j yti PI It M I t 1 u � EPLJD I I z Ri<fdT , r PIr3�; WALL RD QFF .g b.-�„ CEIL. tl1 I I V-01 CEIL I1 (GCYI l 9'•c. CEIL, II �CF_ I u pX1ar. COL, .t l I I I� r. C�I t. ' GL6, _-_._ ........ . .. . .. m.4l9f. wIPIDOW C•clOr wMocm r` 11%(16r WINDOW I1Xtor, wlrlDGW ClAbf.IUMIGpW ME 4, NMI k'Xt9r. �IUIDOw �` t�x�ar. WIPIDGW 8x16t wltv(GW �0 all r ff f r , u , ,all „ f ,r F� A L c)- G)I SCALE: 1/aff y 1'-0,r LEGEND: ----- ----- EXISTING EXTERIOR WALL EXISTING INTERIOR WALL - t IEW INTERIOR PARTITION WALL _:- EXISTING HEADER IN INTERIOR PARTITION WALL. 4 CONSTRUCTION NOTES PROJECT OWNERS MANUAL: A.I SUBCONTRACTORS SHALL GIVE TO CONTRACTOR PRODUCT LITERATURE FOR INSTALLED EGIUIPMENT AND PRODUCTS THAT REQUIRE MAINTENANCE OF ANY TYPE (INCLUDING RELAMP OF LIGHT FIXTURES) AND ANY MAINTENANCE INSTRUCTIONS AND WARRANTEES. CONTRACTOR SHALL INCLUDE PHONE AND ADDRESS CONTACTS FOR REPAIR / MAINTENANCE AND BIND TP15 INFORMATION IN AN a'% X 11 NOTEBOOK, THIS MANUAL SHALL AL50 INCLUDE A COMPLETE LISTING OF IDENTIFICATION INFORMATION FOR ALL FINISH MATERIALS INCLUDING CEILING TILE, FLOOR TILE AND CARPET. PLASTIC LAMINATE AND PAINT CONTRACTOR SHALL PROVIDE TO OWNER THIS PROJECT MAINTENANCE MANUAL AT COMPLETION OF PROJECT. A2 GRAB BARS Q HANDICAP TOILET($): 1 '/z" DIA., I '/z"CLEAR FROM WALL± 33" ABOVE FINISHED FLOOR, ANGHORED TO SUPPORT 250 LE36: ONE AT 51DE 42" LONG CENTERED ON NOSE OF TOILETt ONE 30" LONG CENTERED BEHIND TOILET. A3 NON BEARING INTERIOR WALL& 3112" STUDS AT Ire' O.C. WITH TOP AND BOTTOM PLATE, A.4 3/4" P.T. FURRING AND DRYWALL OVER CMU WALLS. A.5 AT LOCATIONS WHERE WALL MEETS GLASS OR MULLION, EXTEND WALL TO MEET. PROVIDE ACOUSTICAL SEAL. SEE DETAIL. A.o SEALANT: APPLY SEALANT AT JOINING OF ALL DISSIMILAR MATERIALS EXPOSED TO WEATHER AND AT GAPS EXPOSED TO VIEW, SEALANT: A FULL BED OF SEALANT AT WINDOW AND DOOR FRAt-IES'(INC. THRESHOLD) AND A CONTINUOUS BEAD AT PERIMETER A,1 THRESHOLD AND FULL WEATHER STRIPPING ON ALL JAMBS AT ALL EXTERIOR DOORS. A,5 INSULATION: INSTALL NEW: R-19 BATT INSULATION ABOVE LAY -IN CEILING (IN OFFICE AREAS ONLY.) R-4.2 FOIL -BACK INSULATION ON ALL MASONRY WALLS. A.9 ALL DOOR HARDWARE SHALL MEET CURRENT CODES FOR HANDICAP. FINAL SELECTION OF HARDWARE STYLE AND FINISH BY CLIENT. A.10 ',,2" GYP BOARD ON 50TH SIDES OF ALL FRAME WALLS. All AT ALL CHANGE IN FLOOR MATERIAL PROVIDE APPROPRIATE TRANSITION STRIP, IF AT DOOR, LOCATE DIRECTLY UNDER DOOR. A.12 SEE INTERIOR DECCRATING INFORMATICN FCR SPECIFIC SELEECTICN6 OF FINISH MATERIAL($) COLORS AND' TEXTURES. 4.13 THE MINIMUM FLAME 6F^'READ CLAS51FICATICN OF iNTERICR FINISHEQ SHALL BE - FOR EXITS AND EXIT ACCESS CLA58 E3 FCR .ALL C`TNEF2 A�x1S CLAL�9 C FLOOR PLAN 5YMBOL5 '.. ROCH NLIN15E?R -1- L ••I' f FIN16W 6GNEGULF - SEE FIN15H 0G_NEOUI_E_ _ POOR 91 NPXL- SEE DOUR SCEIEDULE 0 WINDOW SYMBOL - SEE WINDOW SCHEDULE WALL TYPE - SEE WALL LEGEND -_ (� INTERIOR ELEVATIal $EGTION REFERENGE� ^` _ ��-• w DE TAIL - NOTES EXISrm DIMEN510N MAY BE MINIMUM DIMEN504 f' rGMBINEG v - �/ fi1�1Fp1I�lEfffJICIHi•�td1cE � _ _AL ALI&VENT LINE CENTER LINE ROB POINT CF BEGINNING FOR LAYOUT .............. ITEM ABOtiE - - - ITEM BEI—CW -T,O.W. -� TOP Gf WALL �Nmp is SiRU rU�1ll_�r ADEQUATE FOR 120 N.P.E-I, IUfND5, /1v aEraUDUrnoN r�116 DRAIUWC� r1EEr5 TNT �. Or Wr I LAW, R! r•- ANY "_ '". Il F D °1 �i__!1_.-.--.•_--._.._... By ^ REOUIREMENT5 5Fr roRrl•1 V- ' 71ATION•AL cou 4c,� oz a IN CHAPTER 16 of TqE a. rQylo�n rofLl+urrr E FLORIDA BUILDING GODS C� �q C� � �j 3 CALL Ifrcnr,GDc<to 2001 EDINON A5 NDLIYIFD OBTAIN LLGAL COPIC 1 4 � ��', ° ° ° ° ° ° ° (�� ' ► r1IF �'rATE OF rLORIDA AND LANjjRAW.CK rTIOO I Ie ,EMIFICAN N:I-- FNFORC EP B HE', LC Gc -\, ---� ;l -. JUR15DIC rION. ' (�.�) r:,;,Or�`r•�:IC't4-1 r.. �?�I�'« L.AhI�' 'I"f�',AlUlry;,k;. r»�.t'a.�"�.(::i.i A.I.I?J t;,�. 17, �., C.P.B.D. / YA.Y.B.D. 2080 WIGGLEY FARMS RD. DELTONA; FLORIDA 32725 PLIONE., 38089.5186 FAX; 38M69.6476 C4 < v ;T) jL �u�- O (Ui ci _ -- w to �'- F-•- ,n � cn 3 � (il 1•- � IL. I- � lL Q 1i.. o ff 114. co 2 l/ �11. U) �4 �) � lC� pR 2 3 Z003 JUNK J. HERI3ERT, W, P.E E)TATE OF FLORIDA REG. NO, 395O5 DRAWN Pl': RLW ;NECKED �1': c. x r rz, 04 /w 0/03 5 ;ALE: Ae) NOTED 7 x\IUIN6 N('). `u' H Er E r NO . '4tM .o f Y •� ♦�I f F GYP58l m WALL BOARD y METAL STUDS /✓ n I ✓/ �'�� it �1 . J 1 [ GRAB BAR 11124 11/_�' CLEARANCE FROM WALL A)irPOR PLATE 12 ga. STEEL Tn �: ALT: USE 2X6 WOOD BETUEEN 6TUD6 D-4 GRA5 BAR MOUNTING DETAIL 5/a" GYP WALL BOARD (V 3-5/8' METAL STUD$ r6W TO ADJACENT WALL OR CORNER., o CHANNEL ANCHOR PRE -HUNG WOOD DOOR FRAME TO STUD ACrUAL DOOR OPENING TO BEGIN A MAXIMUM OF 41q' FROM ADJACENT STUD LINE. rl)3'' DOOR FRAMING DETAIL - TYPICAL A - 3 HINGE SIDE 9 DOOF6 6WI.N IN CCfdNER OF ROOM FIND r1415 SYMBOL ( r DOOR 5 C I -I E= D U L E= ON PLAN NEAR DOOR II 1 tl DOOR MARK--- - DR 512E MAW SIZE THICK GORE MAT. TYPE FRAME THRE54 HARDW.— GLO5- A 3'-0" X 6'-8" 1 3/4" MTL ALUM. SINGLE LT. GLA55 N.M. ALUM. DEADBOLT YE5 E3 3'-0" X 6'-8" 1 3/4" MTL. 5TL. FLUSH HM - LOCK i E8 C (2) 3'-0" X 6'-8" 1 3/4" WD. WE). FLUSH H.M. - LOCK NO D 3"-0" X 6'-S" 1 3/4" WD. WD. ___.____j_ FLUSH HM - LOCK NO E. 12'-0" X 14'-0" 1 3/4" MTL, 5TL. ROLL UP 5TL, - LOCK MANUAL I. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL KNOWLEDGE OR EFFORT OR THE USE OF KEY AND SHALL BE SELECTED FROM ADA PRODUCTS. 2, ALL DOORS' SHALL BE EQUIPPED WITH H.C. ACCESSIBLE HARDWARE TO BE SELECTED FROM ADA CODE COMPLIANCE PRODUCTS, 3. CONSULT WIT I-{ CLIENT FOR LOCKING AND KEYING. i ' SEE THI5 SYMBOL LETTER IN BOAC ON PLAN 15 f !� ON PLAN IN EA, ROOM -� D ABBR FOR FINISH MATERIAL PROJECT NO. I FLOP 2 3 WALL5 4 GEIL.ING __ �� Ill _E3,45E: = 3 1/2" COLONIAL BASE p = 5/S" DRYWALL G = 2' X 4' ACOU5TICAL GRID N'fL. T =CERAMIC TILE BASE --- - � -- _ _ _ — p = 5/S" DRYWALL VINYL 545E E3 = MASONRY WALL (PAINT.) - G - CARP �-- _ _ - -- ._ _ NO_BA5E_.._._._.�_�_____ C IN -SMALL BOx OH PLAN IT- �_�g <1, TR E R PLANS ORE 6 INDICATOR NDI ATO DR0 REV E OINFO. ABOVE -TO INDICATE SUF AGE _ - - SEALED!,CONCRETE---- 6;:QUEHCF OF AE315 COIRELATF3 TO>x - - rRAN51TI01 STPIP /ANrL OF RUE30ER YIN7 L TILE - I� 7Y , ._ DLGGre t N,'[lurrllAl: C FILI Ir}kE_G' ILII�II I , Y; PROJECT TOILE r ROOM AGCE55ORIE5 .ODE ITEM Pr[) PAPER TOUk-L DISPENSER Tr"H TOILE r r'AF'ERt IiIOLUER FfC,a - 1-�iNDIGAPr'FCJ GF'-Ar3 BAP. 42" LO1•K.� 1 1/2" DIA 1.60 EIANCiICAF►"-`LD GRAD VAR 3FJ' LONG-s 11/2" C11A, Mlr,, MIRROR5 FJLLIFfC 15C E1 Q41ER (FI>t MTD MAX )e° ArP «Nr-.)tE• AI_L ItE't Ir r•IUtu) A6 5LLLOIr:r"J 6r OJILF. AF1 ►o ut r�rti0` Oro 44LI 111�) r/4 LtO b I I+/ TI rRAC, ro R CstNILRAL NOFE5 AND 5PECIFICATION5 01.1 THE INTENT OF THESE DRAWING$ AND NOTES 15 TO DEFINE THIS PROJECT. IT IS NOT WITHIN THE SCOPE OF THESE DRAWINGS AND NOTES TO DESCRIBE EVERY DETAIL OF THE UJORK NECESSARY TO CONSTRUCT THIS PROJECT. THE CONTRACTOR SHALL UNDERSTAND THAT HE 15 TO PROVIDE COMPLETE AND FINISHED WORK READY FOR THE INTENDED USE. THE CONTRACTOR AND SUBCONTRACTORS SHALL REVIEW A COMPLETE SET OF CONSTRUCTION DOCUMENTS AND VISIT THE SITE TO OBTAIN A COMPLETE OVERVIEW OF THE WORK REQUIRED, IF THE CONTRACTOR FINDS THAT. PERTINENT INFORMATION 15 MISSING OR MORE IS REQUIRED, HE SHALL CONTACT THE ARCHITECT AND/OR ENGINEER 01.2 THE INFORMATION CONTAINED ON THE DRAWINGS IS IN ITSELF INCOMPLETE AND VOID UNLE56 USED IN CONJUNCTION WITH ALL THE NOTE5/5PECIFICATION, TRADE PRACTICES, OR APPLICABLE STANDARDS; CODES ETC., INCORPORATED THEREIN BY THIS REFERENCE WHICH THE CONTRACTOR AND 5U5 CONTRACTOR(5) CERTIFY KNOWLEDGE OF BY SIGNING THE CONTRACT OR ENGAGING IN THI5 WORK 013 THE CONSTRUCTION OF THIS PROJECT SHALL COMPLY WITH ALL APPLICABLE BUILDING, ENERGY, FIRE, HEALTH, SAFETY AND ACCESS CODES. REFERENCES TO THE CODE SHALL MEAN THE MOST RECENTLY ADOPTED EDITION OF CODES ADOPTED BY THE LOCAL BUILDING AUTHORITY. - 01 A THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK PROOF OF INSURANCE $HALL BE $U15MITTED TO THE OWNER PRIOR TO COMMENCEMENT OF WORK. ' 01,5 CONTRACTOR(S) SHALL EXAMINE EXISTING CONDITIONS AT THE JOB 51TE TO VERIFY ALL CONDITIONS AND THE EXTENT OF WORK, IF CONTRACTOR 055ERtE$/DI5COVER5 ANY AREA OF THE PROJECT (INCLUDED IN WORK OR NOT) THAT IS NOT IN COMPLIANCE WITH THE CODES, HE SHALL NOTIFY THE ARCHITECT. ObS, CONTRACTOR SHALL VERIFY ALL DIMEN51ONS IN THE FIELD AND NOTIFY ARCHITECT OF DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES, DIMENSIONS, AND FINAL DETERMINATIONS A5 TO THE EXTENT 'OF THE WORK - BRACE TO STFd,lGTURE HORIZONTAL SECTION .. , ACOUSTICAL LAY-N CEILING 3 5/8' 6TUD5 e IV' 0.(. WJ I'2' GYP BD EA SIDE ` SOUND BATT$ CAULK GYP BD AT FLOOR < GAn SILL SEAL (FONT) UNDER PLATE/RUNNER VERTICAL 6ECTION TYPICAL SOUND WALL THRU CEILING C - SrRAlCTURL A5 REQ'rJ r.:►[flcFns. erc:« t:n t rlrro�x:a .av1 . , 410r?I;GC�IrAL SLCrIGbI T--A(XjZrj(.,AL LAY-IN CEILI 6 ' "`• Fmov ve v Firwr CLCGK, Ar QItlIG LUTE IN UXX)G WALL6 M `.,w• S 1/1' WCOD 8TUD8 = Iru' 0,c 1/1' GrP4,I;I1 WALLBOARD EA 818E BASf±+ SEE FINISH SCHEDULE r VERTICAL SECTION /�\L TYPICAL WALL TH OU H CEILING WOD FRAME IUALL -- -- BRACE TOM PUT STRICTURE HORIZONTAL SECTION AS REQ'D ACOUSTICAL LAY -IN CEILING 3 5/8' METAL STUDS 9 I(V O.C. 1/2' GY'SUIM WALLBOARD EA SIDE BASE} SEE FIN16H SCHEDULE VERTICAL SECTION /A\\ TYPICAL WALL THROUGH CEILING NCN•CCMBSTIBLE WALL `L X lall � 1L' II � E-1.. in 01.1 ALL SUR CONTRACTORS SHALL HAVE OR EXAMINE A" COMPLETE SET OF CONSTRUCTION DOCUMENTS AND BE RESPONSIBLE TO NOTIFY GENERAL CONTRACTOR IF THEIR WORK WILL NOT COORDINATE SMOOTHLY WITH THE , OVERALL PROJECT 01.8 CONTRACTOR15RESPONSIBLE FOR THE METHODS OF CONSTRUCTION AND FOR THE COORDINATION ON ALL WORK. 013 CONTRACTOR SHALL VERIFY WITH THE OWNER, THAT ALL MATERIALS CALLED IN THESE DRAWINGS MEET WITH THE STANDARDS AND REQUIREMENTS SET FOR THE IMPROVEMENTS, 01.I0THE ARCHITECT AND / OR ENGINEER• SHALL NOT HAVE CHARGE, CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, MFzTHOD% SEaUENCF=% PROCEDURE$ OR FOR SAFETY PRECAUTIONS AND PROGRAMS, 01.11 ALL GHANGE ORDERS SHALL- BE SIGNED BY THE OWNER PRIOR TO COMMENCEMENT OF THE, WORK TO BE CHANGED. 01.12 ALL REQUIRED TESTS SHALL BE PERFORMED BY AN APPROVED TESTING, LAB. TESTS RESULTS SHALL BE SUBMITTED TO OWNER, ARCHITECT AND ENGINEER. C05T OF TESTS SHALL BE' INCLUDED IN CONTRACT PRICE, 01.13 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PREFABRICATED ITEMS OF THE WORK, - . THE CONTRACTOR,.$HAL. L OBTAIN APPROVAL OF SHOP DRAWINGS,PRIOR,TQ FABRICATION. SAMPLES SHALL BE SUBMITTED UPON REQUEST. 01.14 THE CO,NTRACTQR SHALL: `GUARANTEtl ,ALL UJORK UNDER TN15 CONTRACT TO.BE FREE FROM DEFECTS IN MATERIAL$ OR UJORKMANSHIP FOR A PERIOD OF ONE YEAR FROM ,THE DATE OF FINAL ACCEPTANCE. OR CERTIFICATE OF OCCUPANCY. 01.15 THE 'CONTRAC,TOR 514ALL CLEAN ALL -AREAS OF THE WORK AFTER `CON8tTRUCTIQN 45; COMPLETED. ALL TRASH AND DEBRIS SNAl:L BE,F�MOVED FROM. THE J05 SITE AT THE CONTRACTOR'$, EXPENSE,• 01.16 TEMPORARY ,SHARING OF ANY TYPEAND AND PURPOSE 15 THE RE$PON51F31L.ITI'iOE THE -CONTRACTOR THIS ARCHITECT WAS NOT DES IGNED .SHORING AND HAS NO RE5FONSIBILITY FOR IT: Ol.t 1. ALL MANUFACTURI RSEAPRICATORS, OR 5UPKIER6 OF PREFAPRICATED BUILDING. UNITS, WHICH.INCLIJDE'BUT ARE NOT LIMITED TO FLOOR TRUSS/JOIST,''ROOF;TRUSS, Bl"AMS, GOLUMII < LINTELS .$HALL PROI/IDE. TO THE CONTRACTOR,,S,HOP DRAWINGS WITH AN EM5055ED SEAL INDICATING THAT'.A; QUALIFIED PER` <r N HA5 REVIE.WEiD'.AND UN0ER5TANR5;.THE DRAWINGS, 15 kNOUJLFP,C�EABLE OF APPLICABLE CODES, ;HAS DE5IGNEP,'AND, WILL %FPLY- TO THE JOE� ,SITE A PRODUCT THAT LIL . MEET THE;REGtUIREhiENT9 AND CONDITION°, WHERE IN6T4LED IN .THE WORK:' 03.1 CONCRETE, FOOTINGS 000) F'SI IN 2,+3 DAYS, SLABS: :11' 000. P91.•IN 2J3.DAYS FILLEDIN 23 DAYS COLUMN$, 04� • (?81; IN 26 DAYS BEAMS: 3Q1>?10; PSl IN:28 DAYS 06.1 ALL' WOOD, FRAI"11N . E7y,dLL BE KILN PRIED AND 1 LAVE A MINIMUM FIBER 5TREI 6.OF. ,I200 PSI. 06.2 AI~L' W'C CC) IN CON'TArT WITP CONCRETE;. OIL t-lASONRY $HALL; EBE F'RPUDSURZ TREATED OR`HAVE AN APPROVED 6EPMATING ,MATE.1 IAl„S oi,l IN.euL,ATION,' INSTALL- NEW R»I15 BATT IN8rULAnd Ar:�OvE LAY -IN r,;EILIN44 (IN OFFICE AREA6 ON4Y) ° F'd* o PoL-SACK INSULATI(>PI ON ALL MASONRY WALL5, 0-b,1 'rHE: MINIHOm 04,AmE of=RsAD CLA$SIr-IcAvoN OF INTER100 FIN[8HEO 6WALL BE,, FOR CX1'ry t EXI'r ACCEt6O CLA3b B F4R ALL-O'rHER AREAS -CLA66 G rvS-2 CONTRACTOR $I-I,ALL _FR0144I0E C IbNT WIN ONE COMPLETE BOX OF FLOOR TILE AND CEILIWA TILE OF THE TYP9 U$I-D ON T1-116 PROJEr'r, i 1 MIRROR ----__ ' - TOWEL P*R u' I -- 12" 1, 42" MIN 1�1,M 11 G� I Vl'4 IURN I � �" TPD. EB ---__ I - COVER 08 (f► �- IN9lILATE � -- �► = ft1 (`I CI EXF c, PIPES U 6► I►1 CAPET 21943 t�i It`I. I''tPICAL LA.rO pLAN LAY_�!p .4YArlON W.C. 6105 EL.EYATION r r� N S (A)CLF rLtR �IF��1CF LINT �oR rOIL�:r (f�)CLR. FLR- OPACE LII•ig F~oR LA\/ArOR'r (G) I•rANDICAp r:'rUF;N 6PACE rrIIN �I" x : MINIMUM 30 ;� 40" • �Q 7�'_6 OUT TO CUT 3611MIN FLANGE6 :[ 4t � cc► �n (0 CU'IRAD (jl 16 ".I I Q II FRONT ELEYATIoN 8 m ° OF THESE PLANS We ° �, ° ° nrrr mrnr,s Is rr,rnonlTro ���+ ° "Y FLT.WLLAV,'A":Olr.ijO!r ' API .I:NISI 11111 F l I _i UP 611� n PC4 (TFE SE . lV' ° CALL IHE OLSl_;NFk IO ..r, OBTn1, LFCPL COPIES ,•f' �� Y✓�i , y OF �I HISS PLA o ° ° �� . _ Q iL. ' I'- 5TRUCTUALLY ADEQUATE POR 120 M.P.H. LUIND5 FH15 DRAWING MEETS THE REQUIREMENT5 5ET FORTH M- NgiIONIA L COU MiG Y.. IN CHAPTER 16 OF THE 5TA A i i ND RD BU LD NG CODE s 2002 EDITION 45 F'UBLI5HED BY THE SBGGI AND ADOPTED �ERI'IFICATION FICAANE TN 111). BY THE LOCAL JURI5DICTION 11 ., '7 _ REV1510N5 TRA-WICK. C.P.B.D. / A..I.B.D. 683 STALLINGS AVENUE DELTONA, FLORIDA 32738 PH: 407.688-2930 ` E-MAIL: ' letworldedl.a.com 6 ,n`t u L U °r� ul x1, 4n� U 0 U r 5.° t�1 uj Lu Lu � F iA I 'n �q 4�!�Y.Y,IYIiYq'Y1iw W W W AIM ll-U © . IL C) -J W z c-+ L{- -1� Z �n II w U o0 o Il.-IL-l1 0 � U2 f � JOHN J, NERRERT, 111- RE. STATE OF FLORIDA REG. NO. 39505 DRAWN BY: I \LW CHECKED BY: JR DATE: 04/2 D/03 SCALE: AF2 NOTED DRAWING O N . GM - O8O2 SHEET NO, 2 COPYRIGHT- 2002 LANE TRAWICK G.P. / I B.D. A..B.D, 4 OE '1 .A ET6: t t� 'y. 0 NYAC GENERAL NOTES I. REVIEW DRAWIN65 AND PROVIDE ALL WORK FOR A COMPLETE AND OPERABLE SYSTEM, INCLUDING INCIDENTALS REQUIRED BY CODE. ANY DISCREPANCIES TO BE BROUGHT TO THE ATTIONTION OF THE GENERAL CONTRACTOR 2. WOW SHALL COMPLY WITH THE FOLLOWING: A: A�;HRAE B: 51MACNA C: STANDARD MECHANICAL CODE D: NFPA SECTION WA AND 905 E: NFPA SECTION 101 LIFE SAFETY CODE. F: ALL STATE AND LOCAL CODES. 3. SUPPLY AND RETURN DUCTWORK SHALL BE 1.5", R-6 FIBERGLASS WITH ANTIMICROBIAL COATING SEALED WITH FAB AND MASTIC. SUPPORTS TO BE U CHANNEL, MAXIMUM DISTANCE BETWEEN MAXIMUM D15TANCE BETWEEN SUPPORTS SHALL NOT EXCEED . FIVE FEET. 4, FLEXIBLE DUCT RIWS TO BE LISTED AS CLASS 1, R-6 AND BE INSTALLED IN ACCORDANCE WITH THE FLORIDA ENERST CODE. FLEXIBLE DUCTWORK SHALL BE SUPPORTED WITH 2" METAL STRAPS. SUPPORTS SHALL BE PROVIDED WITHIN 1 1/2" FOOT -OF INTERMEDIATE FITTINGS AND BETWEEN INTERMEDIATE FITTINGS AND BENDS. HORIZONTAL DUCT SAG BETWEEN SUPPORTS SHALL NOT EXCEED 1/2' PER FOOT OF LENGTH. 5. EXHAUST AND OUTSIDE AIR DUCT TO BE GALVINIZED SHEET METAL. SEALED WITH APPROVED MASTIC. 6. ALL PENETRATIONS SHALL MAINTAIN THE RATING OF THE WALL OR CEILING. 1. SUPPLY AND RETURN GRILLES SHALL BE 2 X 2 PERFORATED FACE WITH FIBERGLASS BACK RETURN GRILLES INDICATED BY "L SHALL BE FIXED 45 LOUVER FOR LARGER AIR QJANTITY. 8. CONDENSATE PIPING TO BE SCHEDULE 40 PYC WITH 1/2" PIPE INSULATION TO PREVENT SWEATING. PROVIDE P-TRAP WITH GLEAN -OUT AND ROUTE TO DRYWELL. g PROVIDE PROGRAMMABLE THERMOSTAT AT LOCATIONS SHOWN. THER 10STAT SHALL BE 1 DAY PROGRAMMABLE AUTO CHANNE OVER WITH NIGHT "SET BACK. SUPPLY FAN SHALL FIN CGNTNUO-AlAND DURING OCCUPIED HOURS. !0, UPON COMPLETION NYAC CONTRACTOR TO START UP HVAC SYSTEMS AND PROVIDE A C01FORT BALANCE TO THE 5Y5TEM5. NYAC CC+tTRACTOR SHALL BE RESPONSIBLE FOR THE PEF�FOR MANCE ,00 BALANCE (:,F THE SUPPLY AND RETURN AIR FILM 5 t5TEM5. I� COtvS+.jLT WITH CLIENT CGNCERNIWa 1.6IW3 METAL OR LINED DUCT �1X_/PY.. METAL OWT 15 RECOMMENDED Br ARCHITECT. r 1 ELEGTFRIG,4L NOTES El V151T 51TE AND DETERMINE REQUIREMENTS AND COSTS FOR POWER AND TELEPHONE CONNECTION, SERVICE EXTENSION, INCREASE IN CAPACITY, AND SERVICE EXPANSION FEES IF REQUIRED. COORDINATE WITH UTILITY COMPANY, NO COST INCREASE WILL BE ALLOWED AFTER BIDDING, E2 THERE SHALL BE NO BACK TO BACK OUTLETS OF ANY TYPE, REGARDLE55 OF HOW CL05E THEY ARE SPOON ON THE DRAWINGS. D15PLACE THEM AT LEAST 4 INCHES AND SEPARATED BY A STUD BETWEEN OPP051TE WALLS. E3 ALL WALL MOUNTED RECEPTACLES AND SYSTEMS OUTLET5 5NALL BE MOUNTED IS" ABOVE THE FLOOR. AT RECEPTACLES ABOVE COUNTER TOP$ MOUNT 8" ABOVE COUNTER UNLESS NOTED OTHERWISE. RECEPTACLE AT WORK STATIONS SHALL BE LOCATED BELOW COUNTER SURFACE AND ACCESSED THROUGH PLASTIC GROMMET OPENING: IN TOP. HEIGHT5 ARE TO CENTER OF FIXTURE. E4 PROVIDE GFI PROTECTION FOR RECEPTACLE NEAR SINKS, AS REQUIRED BY CODE. Edo ALL CONDUCTORS SHALL BE COPPER. E-I ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR AND IN A FIRST CLA55 WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ES ALL WORK SHALL BE DONE IN ACCORDANCE WITH N.E.G. AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES. i_10 THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE OF DEFECTS FOR A PERIOD Cr- NO LESS THAN ONE YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR F ANY OTHER PHASE OF INSTALLATION THAT MAY HAVE BEEN DAMAGED. Ell ALL MATERIALS AND FIXTURES SHALL BE NEW AND 5NALL BEAR UNDERWRITER'5 LABELS WHERE APPLICABLE. E12 CONTRACTOR SHALL PROVIDE CIRCUIT ROUTINGS TO SUIT THE JOB CONDITIONS. E13 ALL PENETRATIONS SHALL MAINTAIN THE RATING OF WALL, FLOOR, OR CEILING. E14 VERIFY CLIENT'S REQUIREMENT5 AND LOCATIONS OF DEDICATED CIRCUITS. E15 ELECTRICAL SUBCONTRACTOR SHALL VERIFY AND COORDINATE ELECTRICAL RE0.JIREMENT5 OF EQUIPMENT PROVIDED BY OTHER SUBCONTRACTORS. EIF, ELECTRICAL SUBCONTRACTOR SHALL VERIFY THAT PROPER CLEARANCE AND ACCE55 15 PROVIDED FOR SELECTED FIXTURES. NOTIFY ARCHITECT IF CONFLICTS BEFORE CONSTRUCTION BEGINS. Ell TELEPHONE INSTALLATIONS SHALL MEET ALL STANDARD REQUIREMENTS OF THE LOCAL ELECTRIC UTILITY AND THE TELEPHONE COMPANY E18 FOR TELEPHONE OUTLET5, PROVIDE METAL BOX AND CONDUIT STUB UP ABOVE 'T►-IE CEILING. 'TELEPHONE COMPANY SHALL WIRE THE TELEPHONES PER THE N.E.C. EIS ALL FwcNFLOCATIONS $WALL BE WIRED FOR MIN 2 PHONE LINES. CONSULT CLIENT FOR EXACT NEEDS AS MORE L_INE9 OR COMPUTER CONNECTIONS MAY BE REQUIRED. E.20 COMPUTER / PRINTER / NETWORK. VERIFY" WITH CLIENT THE SPECIFIC REQUIREMENTS OF THEIR 1-115 57'STEM ANT«' PROVIDE WIRING OR CONDUIT A$ NECE55ARY. E-)3 ALL EL!iCIRICAL AND OUTLET BOXES INSTALLED IN FIRE RATED WALL$ SHALL BEAR A "UL" LABEL. THE AREA OF THESE BOXE$ 5NALL BE NO MORE THAN II'o 51 AND NO MORE THAN 100 $.1. AGG, REGATE PER 100 SF. OF WALL, 5OXE5 5NALL BE INSTALLED WITH Nam^ MORE THAN to" GAP BETWEEN BOX AND DRYWALL AND SEPARATED FROM E30XE$ ON OPPOSITE SIDE OF WALL B't" A MINIMUM DISTANCE OF 24" ELEC..-ITRICAL L](SsPTIN� WITH HVAC SUPPLY AND RETURN REG15TER LOCATION5' SCALE: ELECTRICAL 4 LIGHTING LEGEND ® ELECTRICAL PANEL (4b) EXHAUST FAN, CFI NOTED AT FAN 110 V DUPLEX OUTLET (ib" AFF. TYP) (— TX 4' FLUORESCENT LAY -IN , 4 MLB5 - )=44' _ INDICATES HEIGHT AFF. TO CENTER -�- w' EXTERIOR WATER PROOF RECEPTACLE i, C��..--� 6 FLOORESCENT FIXTURE (2 BULD) (12 - TOTAL) 01 T GROUND FAULT INTERRUPT PLACE A5 REQ. C 4' FLOU E$C1 NT FIXTURE (2 BULB) �2� no 220 VOLT RECEPTACLE EXIT LIGHT ( W/ DIRECTIONAL ARROW, AS REQ'D) �3 SUIITGH / 3 WAY WITCH `T LIGHT�_ w_MD..•- r4l . _ DIMMER SUJITCH TELEHONE JACK _EMERGENCY _._5_MOKE DETECTOR__ [}�A/C DISCONNECT ._ ._ _ _ _ EXTERIOR FLOOD LIGHTS FBC SURFACE MOUNTED CEII.ING FIXTURE MaNfEP)LICMT FIXTURE (Fy; RECE$5ED 6" QM LIGHT FAN -LIGHT GOMl�INATION CC�MFUTER DATA OUTLET PRROVOE _ } PIS ' ItF VItUDUCIION + •,r•"• OF I H4 B,F PI APIS UI ° •��,'•° ° ANY M_CNS IS l'Ht''.Inaru ° ev Fr.L,I hAl I AV! unNS °•° �C�I .S UI' ° ar Lw.lal Tosilr.,.. nr,, rFYdcl, Jl °> � t:a l ill; ;IGNCR TO -fqL/ I i��// ° Or THIS Ai l AN• I (11vv 5TRUGTUALLY ADEQUATE FOR 120 M,P.k. WIND5. THIS DRAWING MEETS THE °°' ' REQUIREMENTS SET FORTH CoUNr;t; or IN CHAPTER I6 OF THE�`� FLORIDA E3UILDING CODE 2001 EDITION AS PUBLISHED L,'Y THE STATE OF FLORIDA AND ENFORCED BY THE LOCAL CERTIFICATION No, t'-;ram.. JURISDICTION. COPYRIr NT- 2002 LANE TRAWICK, C.P.E3.D.i A.1,15.D TRAWICK C.P.B.D. / AA.I.B.D. 683 3TALL1N08 AVkNVE DELTONA, FLO�IDA 32738 PH: 407-68849" E-b1Ali.: latworld�t:il.rr.ca+aa q, 6 1 6 u rU w�nu, N w J'v,� ~ ck �w z Q rn� LLl a . u- < nnI � <( _<[ LLI ly v 11.1 '� ' o (y �_� c LLL " O? l_1.1 CU :ra f.i.l APR 2 3 2003 X141 J. NER5ERT, K P.E. STATE OF FLORIDA REG. 1`10 355015 aWN B'r' CHECKED BY: J� DATE: 10/0-1 /02 A5 NOTED DRAWING NO. GM - 0002 -112 5 5HEET NO. E _ 6 OF: g SHEETS V GsENEF4L NOTES AND SPEGIFIGATIONS 01.1 THE INTENT OF THESE DRAWINGS AND NOTES 15 TO DEFINE THIS PROJECT. IT 15 NOT WITHIN THE SCOPE OF THESE DRAWINGS AND NOTES TO DESCRIBE EVERY DETAIL OF THE WORK NECESSARY TO CONSTRUCT THIS PROJECT. THE CONTRACTOR SHALL UNDERSTAND THAT HE 1S TO PROVIDE COMPLETE AND FINISHED WORK READY FOR THE INTENDED USE, THE CONTRACTOR AND SUBCONTRACTORS SHALL REVIEW A COMPLETE SET OF CONSTRUCTION DOCUMENTS, AND VISIT THE 51TE TO OBTAIN A COMPLETE OVERVIEW OF THE WORK REQUIRED. IF THE CONTRACTOR FINDS THAT PERTINENT INFORMATION 15 M1551NG OR MORE 15 REQUIRED, HE SHALL CONTACT THE ARCHITECT. 012 THE INFORMATION CONTAINED ON THE DRAWINGS 15 IN ITSELF INCOMPLETE AND VOID UNLE55 USED IN CONJUNCTION WITH ALL THE NOTE 5/SPECIFICATION, TRADE PRACTICES, OR APPLICABLE STANDARDS, CODES ETC., INCORPORATED THEREIN BY THIS REFERENCE WHICH THE CONTRACTOR AND SUB CONTRACTORS) CERTIFY KNOWLEDGE OF BY SIGNING THE CONTRACT OR ENGAGING IN THI5 WORK. 01.3 THE CONSTRUCTION OF TH15 PROJECT SHALL COMPLY WITH ALL APPLICABLE BUILDING, ENERGY, FIRE, HEALTH, SAFETY AND ACCESS CODES. REFERENCES TO THE CODE SHALL MEAN THE M05T RECENTLY ADOPTED EDITION OF CODES ADOPTED BY THE LOCAL BUILDING AUTHORITY. 01.4 THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK, PROOF OF INSURANCE SHALL BE SUBMITTED TO THE OWNER PRIOR TO COMMENCEMENT OF WORK, 01.5 CONTRACTOR(5) SHALL EXAMINE EXISTING CONDITIONS AT THE JOB 51TE TO VERIFY ALL CONDITIONS AND THE EXTENT OF WORK. IF CONTRACTOR OBSERVES/DISCOVERS ANY AREA OF THE PROJECT (INCLUDED IN WORK OR NOT) THAT 15 NOT IN COMPLIANCE WITH THE CODES, HE SHALL NOTIFY THE DE5IGNER/ENGINEER. 01,ro CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY DE5I6NER/ENGINEER OF DISCREPANCIES. CONTRACTOR SHALL 15E RESPONSIBLE FOR ALL QUANTITIES, DIMENSIONS, AND FINAL DETERMINATIONS AS TO THE EXTENT OF THE WORK. 01.1 ALL SUB CONTRACTORS SHALL HAVE OR EXAMINE A COMPLETE SET OF CONSTRUCTION DOCUMENTS AND BE RE5PON515LE TO NOTIFY GENERAL CONTRACTOR IF THEIR WORK WILL NOT COORDINATE SMOOTHLY WITH THE OVERALL PROJECT. 01,g CONTRACTOR 15 RESPONSIBLE FOR THE METHODS OF CONSTRUCTION AND FOR THE COORDINATION ON ALL WORK. 01.'3 THE DESIGNER AND / OR ENGINEER SHALL NOT HAVE CHARGE, CONTROL OR BE RE5PON51BLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES, PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS. 01,10 THE CONTRACTOR'S "REQUEST FOR PAYMENT" SHALL INCLUDE RELEASES OF LIEN FOR ALL MATERIAL SUPPLIERS AND SUB -CONTRACTORS WORK RELATING TO THE REQUEST FOR PAYMENT. 01.11 ALL CHANGE ORDERS SHALL BE SIGNED BY THE OWNER PRIOR TO COMMENCEMENT OF THE WORK TO BE CHANGED. 01.12 ALL REQUIRED TESTS SHALL BE PERFORMED BY AN APPROVED TESTING LAB, TESTS RESULTS SHALL 13E SUBMITTED TO OWNER, ARCHITECT AND ENGINEER C05T OF TESTS SHALL BE INCLUDED IN CONTRACT PRICE. 01.15 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PREFABRICATED ITEMS OF THE WORK. THE CONTRACTOR SHALL OBTAIN APPROVAL OF SHOP DRAWINGS PRIOR TO FABRICATION. SAMPLES SHALL BE SUBMITTED UPON REQUEST, 01.14 THE CONTRACTOR SHALL GUARANTEE ALL WORK UNDER THIS CONTRACT TO BE FREE FROM DEFECTS IN MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OR CERTIFICATE OF OCCUPANCY. 01.15 THE CONTRACTOR SHALL CLEAN ALL AREAS OF THE WORK AFTER CONSTRUCTION IS COMPLETED. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE JOB SITE AT THE CONTRACTOR'S EXPENSE. 01.16 TEMPORARY SHORING OF ANY TYPE AND PURPOSE IS THE RESPONSIBILITY OF THE CONTRACTOR. THIS ARCHITECT HAS NOT DESIGNED SHORING AND HAS NO RE5PON51151LiTY-FOR IT. 01.1'I ALL MANUFACTURERS, FABRICATORS, OR SUPPLIERS OF PREFABRICATED BUILDING UNITS, WHICH INCLUDE BUT ARE NOT LIMITED TO: FLOOR TRU55/J015T, ROOF TRU55, BEAMS, COLUMNS t LINTELS, SHALL PROVIDE TO THE CONTRACTOR SHOP DRAWINGS WITH AN EMB035ED SEAL INDICATING THAT A QUALIFIED PERSON HAS REVIEWED, AND UNDERSTANDS THE DRAWINGS, IS KNOWLEDGEABLE OF APPLICABLE CODES, HA5 DESIGNED, AND WILL SUPPLY TO THE JOB SITE A PRODUCT THAT WILL MEET THE REQUIREMENT5 AND CONDITIONS WHERE INSTALLED IN THE WORK. 03.1 CONCRETE: FOOTINGS: 3000 P5I IN 26 DAYS SLAB$: 3000 PSI IN 28 DAYS FILLED CELLS: 3000 PSI IN 28 DAYS COLUMNS: 3000 PSI IN 28 DAYS BEAMS: 3000 P51 IN 2a DAYS 06.1 NO WOOD FRAMING OR FINISHES SHALL BE ABOVE THE FIN15H CEILING LINE. 062 ALL WOOD FRAMING SHALL_ BE KILN DRIED AND HAVE A MINIMUM FIBER STRESS OF 1200 PSI. 06.3 ALL WOOD IN CONTACT WITH CONCRETE OR MA50NRY SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIALS, 01.1 INSULATION: INSTALL NEW: R-19 BATT INSULATION ABOVE LAY -IN CEILING (IN OFFICE AREAS ONLY) R-4.2 FOIL -BACK INSULATION ON ALL MASONRY WALLS. 0g,1 THE MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE: FOR EXITS t EXIT ACCESS CLASS B FOR ALL OTHER AREAS CLA55 C. 09.2 ALL DRYWALL SHALL RECEIVE (1) COAT OF PREMIUM QUALITY PAINT APPLIED OVER A PRIMER COAT, 09.3 CONTRACTOR SHALL PROVIDE CLIENT WITH ONE COMPLETE BOX OF CEILING TILE OF THE TYPE USED ON THIS PROJECT. A OFFICE & W-AIREHO-U-SE BU-'ILDINCIF' P A P\�_ �r �ER P A-- A JL ST. JOH N\\\ PA__P\\_._)1KWAy\7\\\\\� S A N F O 'I '�, D 4 , NTR__A ]IL, PARKWA-Y SANF(")F'1D, 5PEET INDEX SHEET PAGE SHEET TITLE AO.I I of 9 COVER SHEET Al 2 of g FLOOR PLAN - NEW CONSTRUCTION _ 3 EXTERIOR ELEVATIONS - NEW CONSTRUCTION _A2 A3 4 of 9 DETAILS 4 SCHEDULES 51 5 of 9 FOUNDATION PLAN 52 ^ 6 of g STRUCTURAL DETAILS E1.1 _ 1 of 9 ELECTRICAL POWER PLAN E2,1 a of j ELECTRICAL LICzHTING PLAN --�� -- ' - MPI.I 9 of 9 PLUMF3ING FLAN errE XCATOR f�l E 5 FROJECT DATA PROJECT NAME: A ADDITION FOR: "THE SI FAMILY PARTNERSHIP" ADDRESS: 3965 ST. JOHN'5 PARKWAY SANFORD CENTRAL PARKWAY SANFORD, FLORIDA 32111 BUILDING DEPT: SANFORD, FLORIDA WORK: OFFICE / WAREHOUSE PREVIOUS OCCUPANCY: WAREHOUSE / BUSINESS c01,15TIR. TYPE OF EXISTING BLDG: Z SF'RINKLERED: NO AREA GROSS INTERIOR: 12,000 5Q. FT, (2,900 S.F. - OFFICE / 9,040 5.F. - WAREHOUSE) f-410RIDA AMERAICAN Ct-VIL _'tNG CO. El N G t N E E R' T 207 N. MOSS RD., SUI'.I'E 211, WINTER SPRINGS, FtA 32700 s PFL (407) 327--7700, FAX (407) 327--0227 F-11MM11101 W211 TWI C.P.B.D. / A.I.B.D. Z080 WIGGLE'• FARMS RD. DELTONA, FLORIDA 32725 PHONE: 386.789.5186 FAX: 356•789.6476 Conrado��tr��tiom, Inc. President POST OFFICE BOX 470424 TEL: 407,330.3238 LAKE MONROE, FL. 32474 CELL. . 407.709.4167 FAX: 4.07.323.9 5 1w M 'i F' le", e. /D •69 r If':'i'�� GM 111!`�C` Aa � Intl 1 •---, PLACEI`liF-iV'f C3F TIC SANFORD DUILMING OFPT. THESE PI-ANS r%FiFF REVIFM7D AND Q—)f,JrlTIOr:ALI_Y ACCEPTED FOR PERr;ir. E', f F F r;:l'7' I' ;kJE"L) SI TALL CIE pP��tOy�D COrmrnuU-D Ti': BE A DC`CI' A._''10 PROCFHD VilTfi TFIC WORK Ate') N1J1 A.' r.:J' +C;R'lY VO VI;�LArr_. g, APPROVED D C:ANCEL.. ALTER. OR ':FT A; IC)E. P;•1'i OF TH41 As L PROVISIONS OF TYZ TECHNICAL HOR SMALL 1 ;:SUANGt. OF A PERMIT r-RtiVr:N•r Tr,F.: (BUILDING OF,Pr FROM THEREAF-ftFt REUUIRING A CO12REQ- TION OF ERRORS ON THE PLANS, CONt TMUOTIUN QR OTHER VIULATIC)N5 OF THE: CUDE,S. 5TRUCTUALLY ADEQUATE FOR 120 M,P.H. WIND5 THIS DRAWING MEETS THE REQUIRENENT5 SET FORTH IN CHAPTER I& OF THE FLORIDA BUILDING CODE 2001 EDITION AS PUBLISHED BY THE STATE OF FLORIDA AND ENFORCED BY THE LOCAL JURISDICTION. fti G.P.B.D. / A.I.B.D. 2080 WIGGLEY FARMS RD. DELTONA, FLORIDA 32725 PHONE: 386-789-5186 FAX: 386-789-6476 PAP Q r-� O r4 I(V11� h O A w 1_l_i U w LL P4 LLI M 4 ao � w U Q � 2 H � U� l% PATE: 09/03/02 A5 NOTED DRAWIN6 NO. CM - 0802 -112 5 SHEET NO. A 0, COF-YRI(GHT- 2002 LANE TRA,UICK, C.P.B.D./ A.I.B.D. ®I OF, 9 5HEETS � UTILITY COMPANIES SANITARY SEWER: WATER DISTRIBUTION: ELECTRICAL POWER: TELEPHONE: SOLID WASTE FIRE/RESCUE/POLICE CITY OF SANFORD 10 CITY OF SANFORD FLORIDA POWER & LIGHT 612,041111 CITY OF SANFORD CITY OF SANFORD FINAL SITE E�JGII\,IEERING 3965 ST JOHNS PARKWAY SANFORD, FLORIDA LOCATION MAP LEGAL DESCRIPTION - LOT 16, SANFORD CENTRAL PARK PHASE 11, AMENDED, AS RECORDED IN PLAT BOOK 54, PAGES 8, 9, AND 10, PUBLIC RECORDS OF SEMINOLE COUNTY, FLOIRDA UTILIT11"S F!,f)!ODA THIS APPROVAI, IS !!Wlllr;(ITTO C I r y 0 V If' ) I il: M: OF 11111 TO i S ;N I.Hr IlL., AS I i.,:; T R 'i,,Yj' A 01)' C(%i IT R 1: 1. 11: 11 NI: D EV i'l 10 1)) 0; .+Ts. ';ills SPECIFIC A P 1) R 0 VA 1. IS VALID i` 0 k A 1, C t(I L) OF HE DATE BELOW, APPROVF D AT E: ------------------- -- ---- CA r— P.SPLCIFIC CONDITIONS: City orsea nt�rd art "rint" and A rf ry j,,cl yc-.� Approvedby Approya� 1, All F-1+ C:�j; cizy j) fol. fjiijjj 4. I-St*y)_11-2.4 rlo F ji 7. S. Caurmctur 51 lesPullsible for all 0")tirl t"licLIQ and flye Fluii(jii WdI ivaurL Wety Am I • All cullstructiQ11 flawt meet all City of Sanford Codes mid Lmid Dcvclopiiicut Regulations. 2. All other Pun)itz; rquind fur this project must be obtained. AnEPANuticcoflntcut (NOI) for Storuiwatcr Discharge Associated witlt ludtatrial Activity Under an NPDES Permit" inust be filed will, jBjA for all sites 'Which arc five (5) acres and greater. 3. As-builts mid CcrtifIc-,.qc of Conplutiou frull, Ule eagiucer of record to be submitted to the City prior to C.O. 4. All cascilieits, and right of way dcdic;ltiulls 111wit k* cuiivQyed to the City prior to Site Dovc1oplitictit pcnilit iEsuaacc. 5. A cross -access cascli'lut, as 51low" Oil the PI-3, is requited prior to 6stlaricc Of a CcIjifjctc of Occupaucy, PROJECT DIRECTORY OWNER/DEVELOPER: DAVID BREWER 81 FAMILY PARTNERSHIP 4155 ST JOHNS PARKWAY SANFORD, FLA. 32771 TELEPHONE: (407) 330-9901 FAX (407) 330-3545 ENGINEER: THOMAS 1-1. SKELTON, P.E. AMERICAN CIVIL ENGINEERING CO. 207 N. MOSS ROAD, SUITE 211 WINTER SPRINGS, FLORIDA 32708 TELEPHONE (407) 327-7700 FAX (407) 327-0227 GENERAL CONTRACTOR: STEVE CONRAD CONRAD CONSTRUCTION, INC. OF CENTRAL FLORIDA 511 CENTRAL PARK DRIVE SANFORD, FLORIDA 32771 TELEPHONE (407) 330-3238 FAX (407) 330-9445 SURVEYOR: FRANK RANDOLPH, P.L.S. ACCURIGHT SURVEYS 2012 E. ROBINSON STREET ORLANDO, FLORIDA 32803 TELEPHONE (407) 894-6314 FAX (407) 897-3777 a N PARCEL I.D.# 28-19 30-5NR-0000-01 60 PERMIT STATUS DATE ISSUED DATE EXPIRES ............. INDEX OF SHEETS SHEET DE SCR P-1-1 ON 1 TITLE SHEET 2 CONSTRUCTION NOTES 3 SURVEY (PRE --DEVELOPMENT) 4 & UTILITY PLAN 5 --GEOMETRY PAVING, DRAINAGE AND GRADING PLAN 6 LANDSCAPE AND IRRIGATION PLAN DET- 1 -CITY STANDARD UTILITY DETAILS DET- 2 CITY STANDARD UTILITY DETAILS DET- 31CITY STANDARD UTILITY DETAILS rN., 2 2002 �r' . . . . '.(WO PLANS ISSUED FOR: DATE - ----- AM ICAN CIVIL ITTGINE IliG CO. 207 H. MOSS ROAD, SM 211 TUM SHAGS, FLORMA U708 (407) 327-7700 BREWER -TS l , I E W N 0' 20' 40' SCALE: 1 " = 20' CROSSWALK 12.0' (2) BOLLARDS 6" CONIC SLAB (3000 PSI) 6x6/10-10 WWM 0 6' CHAIN LINK FENCE & GATES W/ PVC SLATS I � I I I 6" CONC. SLAB (3000 PSI) I o W/#3 REBARS 12" O/C EA. WAY SLOPED PER GRADING PLAN L---•-__ ---.--J 12.0' FRONT END LOADED REFUSE CONTAINER DETAIL NTS DESIGNED PER CITY OF SANFORD CRITERIA Rl4r b P ::• - a : ' 1l4" 1 f R{1A{ Vt-ti4'-2' 4 , :. RT 10" ^ .4 BUBBAeE SUBBASE I 12" 8° I - !FD A.T. TYPE PIP I 12' HEADERCUM PARCEL I.D. 28-19-30-5NR-0000-0160 s 89°40'35'' W 170.08' 5' _ _ , GENERAL NOTES ---_-----------------------,------1. ALL LANDSCAPE AREAS '(0 BE SODDED. ______________________________________- - �1 i 2. ALL LANDSCAPE AREAS TO BE IRRIGATED BY AUTOMATIC I i I\ ___'----------_ _--------_- --_--_____._---------------------_--------- 1 I i V 30' 2�' DRY RETENTION POND I SPRINKLER SYSTEM ------ ------ ---- ---_ - Q • `� ___--_-_-------------�) 2' DEEP -- ° 3. 30" STOP SIGN SI-IDLE BE OF HIGH INTENSITY REFLECTORIZED - - - - - - - - - - - - - - - AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL _ -- DEVICES AND LOCATED AS SHOWN ON SITE PLAN. 4. HANDICAP SYMBOL SHALL BE WHITE THERMOPLASTIC. DOWN a -) 0 � � ° 5. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM R/W. o . o�<t 6. INSTALL "NO TRESPASSING, CONSTRUCTION SITE" SIGN AS 24 12 SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D. Fc!: L_---.._ ----1 I' I I I , I I ° I 7. POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF THE BUILDING PERMIT. • I I I I :� , 8. CONTRACTOR TO VERIFY LOCATION OF ALL EXIST. UTILITIES. 9. NO TREES CAN REMAIN ON SITE. DUE TO FILL. 10, ALL UTILITIES SHALL BE UNDERGROUND. I - - - - - -- - -- -- f 11. ALL UNSUITABLE SOILS UNDER BUILDING PAD AND PAVEMENT SHALL i' 11f BE REMOVED AND REPLACED PER SOIL REPORT. h ADD 375 S.F. TI r'I: OF ASPHALT I a 24 E x:r1'1 � 4" WIDE 'FELLOW STRIPE PARKING CALCULATIONS � ` 12,000 SQ.FT, OFFICE/WAREHOUSE WAREHOUSEING (2) PARKING SPACES FOR THE 1st 4000 SQ.FT. I IIII T�.��...._�.. ,�:,•� _ I 12'xl4' OHD 12'xl4' OHD 12'x14' OFID 12'x14' 01-I0 I (1) SPACE FOR EACH ADDITIONAL 1,000 SQ.FT. III ' I • I OFFICE (1) PARKING SPACE FOR EACH 200 SQ.FT- PIPE BOLLARD- I , O • i � < Ili I \ 2,500 SQ.FT.(OFFICE) / 200 = 12.5 SPACES 1 /J '� �• I I I v I i-%f Ili I I I I I I I WAREHOUSE (4000 SQ.FT.) = 2 SPACES Ill i i i I \ I 5,500 SQ.FT. (WAREHOUSE)/ 1000 = 5.5 SPACES Ills` I I I _ ...._-.,...o.-_....--_...-._-.. _..--_.-_....--......------ - 00 Ili I I I i ° � I � 00 20 SPACES REQUIRED 115' I I ' i I 20 SPACES PROVIDED I / I I i 12,000 S0.FT. � � � I � BUFFER YARDS / I li I ; I • F.F.E. 34.50 U1 I FRONT BUFFER YARD ADJACENT TO STREET 15 I\) SIDE SETBACK ABUTTING COMMERCIAL 5' it i I CO EAVE FIGHT. 15 I I ---1 RIDGE HGHT. '16' <L I I U1 REAR SETBACK ABUTTING COMMERCIAL 5' I � I I CAI I C I f I I I i I I I i ( I I I I I � I I I I I I I I SITE DATA DESCRIPTION SQ. FT. ACRES OF SITE SITE AREA 47,-789 1.10 100.0% BUILDING AREA 12,000 0.28 25.11% PAVEMENT 2.1,990 0.50 _ 46.02% SIDEWALK 480 0.011 1.00% IMPERVIOUS AREA 34,470 0.79 72.137 OPEN AREA 13,319 0.31 27.87% I ;I Lullz Q o I I p o BUILDING SETBACKS <L I I FRONT SETBACK 25' cN I I I I I SIDE SETBACK 15' C`J in REAR SETBACK 10' l i 1 1 I l 6„ VERT. II I I I LO III CONC. CURB I I SIGN LEGEND o I i I PROP. C.O. I INV. 32.50 I I lO STOP SIGN 15 I 6 ' Q2 STOP BAR RISER r -4 �---2 4'� HANDICAP SYMBOL II l i l l l 6' SIDEWALK I O 10 HANDICAP SIGN ' 1 1• `, 5' � -12-' L 20 � I 1•I" P IVI I 3 2' III C WATER LAT. NSF LOGO 3 EXISTING P ERKING LOT AND BUILDING -_- _ - - - -_-__' - - - _e -- - - - -16sidewalk Z 90 L.F. PVC 2 `}' SAN. LAT. @ 1.0% SLOPE(MIN) 2 18, - _- ----- _ PROP. I"QIRRII pB PBFP TR I&METER PROP. 1 " WATER EXISTING PARKING LOT AND BUILDING I I'` c-� �`-' - -24 I METER & RPBFP 24/// - // ADD 275 S.F. _ J p 1 OF ASPHALT _ F �ANFOR 1 0 , ,� ..�, • . --� . �. f f r 1'p' CITY 0 r // I I • �-�- f `PROP. C.O. UTILITY EASE NT ` INV. 31.50 140 L.F. OF IpFWALK 20' I I PRo1 . • �' �W WM WM WM WM jyp 114" _ Vi-114' - r ''� typ. va+ . 4 4. Iry r A SU8BA4�' VAW!a810" -12" $ULMABE 1 R NOTES: 1. ALL CURBS TO BE CONSTRUCTED OF 20 DAY, 3,000 P.S.I. CONCRETE 2. 1/2" PRE -MOLDED EXPANSION JOINT REQUIRED EVERY W9, CONSTRUCTION JOINT REQUIRED EVERY 10' MAXIMUM (4' MINIMUM). 3. 1/2" PRE -MOLDED EXPANIMN JOINT REQUIRED AT EACH 81DE OF ALL STORM INLET STRUCTURES AND AT ALL RADIUS POINTS, 4. SUBBASE TO BE COMPACTED AND TESTED TO 90% MINIMUM DENSITY WITH MINIMUM L.B.R. 40 BASED ON AASHTO T-180 MODIFIED PROCTOR TEST. 5. EXPANSION JOINT MATERIAL MUST COVER THE ENTIRE CROSS SECTION OF CURB. STANDARD CURD CONSTRUCTION FDC_.- • DD\/ -- ------ wM - -- PAIN \ WM �jh TED CROSS WALK &_ I \ -_� HC RAMPS XSf - -- - -- ----^ ._ .---, // / � .•-- � ° � �WM I ETIF1G WATER CONNECT --------------- 12" RIBBON CURB 1 / EXIST. I' EXIST. RECLAIM LAT. / ® ' F.f1. I • ` EXISTING RETENTION POND � / ® � � tt�� N. LA ( VERIFY LOCATION EXIST. SA . I 5pWET S r1P�� / TAPPING SLEEVE I VERIFY LOCATION - l r _ -- - SAN -- AN SAN ----- - SAN-_------ SAN SAN I J SAN -- CD / • � SANITARY MANHOLE P=33.37 1 W INV=22.4I PVCE INV=22.38 �8,"' 8PVC) P • / / 2 R 6' LONG PRECAST 6' LONG PRECAST EXTRUDED CONCRETE CURB 6" 6" CONCRETE BUMPER 2' MAX. CONCRETE BUMPER \I TACK WITH RC-30 PN CONCRETE PAVEMENT 1 M EDGE OF PAVEMENT .-.-.-..:SQUARE ''''''''''''''''''''''''...... .................... I I I IIOMPACTED SUTROWEL. FINISH BGRADE � IIII 4" PVC CLEAN OUT-.° Q T_ IIIII==IIIII=IIIII=11111_ulllll w�T�ll =III = - - (2) No. 5 DOWELL - 3' LONG SPtJ 4" THICK CONC. Q.I EAN OUT IIIII-IIIII-IIIII=11111�11111�11111-IIIII EXTRUDED CURB DETAIL lJ (2) No. 5 DOWELL - 3 LONG PRECAST BUMPER DETAIL N.T.S. PRECAST BUMPER DETAIL N.T.S. Q_ U) CL w cif Q Q o r�2 Lij J z 0 CL Q LLJ --� °- Ly Z 0 CR Z V) () LLJ LO L LJ o m MIOMAS H. SKELTON, P.E. STATE OF FLORIDA REG. NO. 42752 FILE NAME BREWER--SPI JOB # 02335 SHEET: 4 OF: 6 I I W N 0' 20' 40' SCALE: 1 " = 20' • amm= ap=nm • auumwb e� • ems, cmmmo _---•---_-- --- ----------------_ __--_---------------� --------------------•------------------------- -----__------..-------------------------- - — - ----- -____ _------------------------- _--_-_---------------------._---..---___--_--- , I � 'b I EXISTING BUILDING INV. 32.0 L-_..-.__-_._._ - L---- I EXISTING DUMPSTER.-- 60 L.F. OF 15" ADS PIPE —T REMOVE SWL I I I REGRADEALE I I I MES INV. 32.0- O I I � I � -� EXIST. FLOW LINE __ I — - - — - 1 1 . 7niT I I 1 EXIST, CONC. FLUME ----....------ _............._..— — — — — — — — — -�.. — — I 115' I1 I I I I II 1 I 1 , • � II i l i o a a l i i Io o o J II iC, n I II i a I l w l I to {; I I I I O I I I 1 1 F.F,E, 35.30 I I 1 1 1 1 1 1 1 1 1 I'111j I 110' I� I ' I I • _ — sidewalk _.._ ._.. I i i I jj,/ T- I- 7 T' -I I I I I I I I I / h CONNECT TO EXISTING STORM PIPE AT ELEVATION 28.5 I /- 4N • EXISTING 60" CMP S 89°4635 W 170.08' 1 - 34 5 32.0 (JENERM-Y-D'ISSAPATOR 'WIDELUME W/ 3' WIDE FLUME W/ D 3O 2 DRY RETENTION POND ENERGY DISSAPATOR2' DEEP 32.0 33.0 34.0 TOP OF CURB 34.5 + I� N�o DOWN LOADING DOCK Ap - 24 O � � O �D I P 9,200 SQ.FT. 9 "<�D 60' `>>' D —I-IIGH_ _� raRavavcmv .—�'POINT 12'x14' OHD 12'xl4' OHD 12'x14' OHD 12'xl4' OHD GW ° 0 U I �'�-� �O ,,.�0 00V 12,000 I SQ.FT, F.F.E. 35.00 � I j o0- CL �� N V) V) U1 0 CD N cl 71 I w � I c� "' '� I OVEF I • 1 � GRASS�iI� goy 120' �� I V t 6' SIDEWALK (34.90) I41 �C �I— �� —, ,---� ��� I EROSION CONTROL BARRIER 12' — 1 AROUND ENTIRE SITE _ 6' d 10 I 's ' __- 34.00 EXISTING PARKING LOT AND BUILDING EXISTING PARKING LOT AND BUILDING \Q�/ 24 �'°c� I I I I I I I I // I I I / — 10uT11T1�Y EASEMEN "'� ° `� '2r""1 T.,32.19 120' I I SIOEwAL1C g' c � • - .PROP... O ��Q / �L• • � _ _- _____--_--_- ---- -_--_------__— h,�, I f 33.03 32.88 / / e EXISTING POND I CONSTRUCT NEW DRIVE TO ALLOW i� •h �"j� "ct� STORM WATER FLOW AS ORIGINALLY DESIGNED r� 0000 SANITARY MANHOLE TOP -33.37 W INV=22.44 PVCE INV=22.38 �8", 8PVC) LEDGEND EXISTING ELEVATION Pp PROPOSED ELEVATION, FLOW ARROWS ma-- o- PARCEL I.D.# 28-19-30-5NR-0000-0160 18" ROUND I-E GRATE WELDED 'f0 SKIMMER 24"CMP 2% `2% 3/16" ANGLE 15" CMP INV. 30.0 _ --- 15 L.F. OF 15" GMI-' 2"x 2"x 3/16" ANGLE TOP OF SKIMMER ELEV. 34,0 TOP OF OUTFALL STRUCTURE ELEV. 33.50 BOTTOM OF SKOMER ELEV. 3- 20' PARKING SPACE WHEELSTOP Lila] OUTFALL STRUCTURE N.T.S, DRIVING AISLE 0.02% SLOPE (MIN) ATTACH 15" CMP TO 60" CMP OUD kJAh111C'^r1TURERS SPECS 5 �- \ EXISTING 60" CMP I STORMPIPE I INV. 25.0+/- 0.02% SLOPE (MIN) CONCRETE PARKING LOT SECTION 4„ DRAINAGE CALCS 50% OF IMPERVIOUS AREA IS TREATED IN MASTER RETENTION SYSTEM 22.13%, OF PROPOSED IMPERVIOUS AREA (7,628 SQ.F-I".) TO BE TREATED ON SITE IMPERVIOUS AREA BEING TREATED ON SITE 9,200 SQ.FT. > 7,628 SQ.FT. SITE DATA DESCRIPTION SQ. FT. ACRES % OF SITE SITE AREA 47,789 1.10 '100.0% BUILDING AREA 12,000 0.28 25.11 % PAVEMENT 21,990 0.50 46.02% SIDEWALK 480 0.01 1.00% IMPERVIOUS AREA 34,470 0.79 72.13% OPEN AREA 13,319 0.31 27.87% 20' PARKING SPACE WHEELSTOP 5" CONCRETE (3000 PSI) FIBERMESH 8" COMPACTED SUBGRADE, 987. MAX. DENSITY F.B.V, 75 PSI RETENTION POND CROSS SECTION �eNcT H Op ENERGY DISSAPATORS S�OpE3' —4 ' 4,. —T 186 " , 18' ENERGY DISSAPATORS CONCRETE FLUME DETAIL MEMENT N o 0 0 V 00 c� G1 Cam/] A C�q 2:''�. II L. z_ 0iiz LLJ 0 0- Cl'- co 0 O d Q o V) W L0 C] csa �. W rn M Q 0- f.- THOMA�-) I', SKEUCON, P.E. ` STATE OF FLORIDA REG. 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E. 35.30 I I 1115 I I . I {?{:. : fir. :•r<:vr�r ^' • . 1:'rrti •.:� .r�;:�:`lyr�r."': rJ.l I I I y 4 •r �rrti :r: t Tr; N' I r✓ r., r�� I (� �, I r 4 rrrnr} I • Gh ;r'i`<rC}rirr isrr,r<,ti, !`� 1 .�... _.... — _.... — — — ....« ..,� — 11 O— .,... — — ..,... — — — .-......... — — '.: fr�'2• rf{rrT�b<rrr✓1rr�� I"' 6sidewalk I l II r.^ r. �` ' I rr �r r,�rr�O: I I I 1 ; v.}�,f r� r r .• � rfr. r'�'rr�l l��'•rr��rrf:r� ��� . lti,,s�r� 'xr r%.• rrrr.C�}� I r-� {;•^ f, rr : F; j r l ,�'�rs� X llr v� �.rlr r•}rrx / EXISTING PARKING LOT AND BUILDING Q / r.r r:tif �✓R� �y�rrr 4,tx� � / C f!r rrr•�.� pyr�r 1 � / / • �fr�J r rr'AX "•,r"'t,'� .;r;:lr. rr" ��.�, rl1 I •'f y�r / ,x r } ------ ------._._.---- Y.f'f,�!` rrr• J'.}..'J `r^rlxl,r-, i---• �,; � {�!! rat;^ • """t•" � � / \ EXISTING POND i r rr, ti f �f '�rV<r+rr� r^,.. ��r. � I / ' • rr • r rn!t '' 00 V V r r. t r{ ,,¢�r'��,', "ram•:r :'� / S • ` I 1`{: ,�.Or'^�" ;�� rrr:{r i I • �0 �rj';�/�r • f rrr•};�, r�•{, ti•: xX i+rf.,, f�'. ri`?•.f '{fr: i::./. ,�� rr,(}{'rr } •rrr; *. \ • jf{;; i ��rrf �r -I rn n R ' W N F F F FE —_-_ 0' 20' 40' SCALE: 1 " = 20' EXISTING PARKING LOT AND BUILDING I I i�rr�r rrrr r 1 �.r��� '�'rY. �`!' `ram✓ rri>rrr r r P �I�rrX .I 1 rr r••• r;r � i O C4CmSY � • au� 6&.%TLO • a'.LYILO IJ ZONE NUMBER AS PRE INSTRUCTIONS BY THE LANDSCAPE ARCHITECT. VALVE BOX FINISH GRADE WUE—RPWF CONNECTORS EXPANSION SURGE LOOPS --VALVE 45 TO LATERAL_ LINE PLACE CONTROL ------ WIRES UNDER MAIN ELECTRICAL VALVE WIRE AS PEI LOCAL CODE SINGLE THROW '16 AMP SWITC ELECTRICAL C01\ 120 V. POWER 1 PVC CONDUIT TO START OF THE MAINLINE PARCEL I.D. 28-19-30-5NR-0000-0160 LANDSCAPE LEGEND VIBURNUM HEDGE (30" HGT. PLANTED AT 30" 0/C.) (11) LAUREL OAK 12' HIGH, 4" CALIPER 0 TIME OF PLANTING. 30'-40' O/C ALONG ALL PROPERTY LINES o (10) LIVE OAK 12' HIGH, 4" CALIPER 0 TIME OF PLANTING. o�p 30'-40' O/C ALONG ALL PROPERTY LINES (5) LAUREL OAK 10'—'12' HIGH, 2.5" CALIPER 0 TIME OF PLANTING. • INTERIOR LANDSCAPE AREAS 1. ALL LANDSCAPED AREAS TO BE SODDED (BAHAI) AND/OR MULCHED (4" MIN.). 2. ALL PROPOSED PLANTS WILL BE FLORIDA #1 GRADE OR BETTER, 3, IF THE EXISTING PLANT MATERIAL DOES NOT MEET MIN, CODE REQUIREMENT SUPPLEMENTING THE PLANT MATERIAL TO MEET CODE WILL BE DONE. 4. LANDSCAPING SHALL NOT OBSTRUCT OR BLOCK SIGNAGE, 5. THE LOCATIONS OF ALL REQUIRED TREES MUST NOT CONFLICT WITH LIGHTING FIXTURES, SIGNS, UNDERGROUND AND OVERHEAD UTILITIES, FLORIDA POWER EQUIPMENT AND FIRE HYDRANTS. IRRIGATION GENERAL NOTES: 1 • IRRIGATION SYSTEM TO BE DESIGNED & INSTALLED BY A LICENSED IRRIGATION CONTRACTOR. 2, SYSTEM TO HAVE MULTIPLE ZONES 2• SYSTEM TO HAVE RAIN SENSOR '0 5' FULL RADIUS (80 HEADS) POP—UP (0.5 GPM) 15 MIN. CY,..:1-E = 7.5(80) = 600 GALLONS dm 20' HALF RADIUS (10 HEADS) POP—UP (2 GPM) 15 MIN. CYCLE = 30(10) = 300 GALLONS O 10' FULL RADIUS (10 HEADS) POP—UP (1 GPM) 15 MIN CYCLE = 15(10) = 150 GALLONS Q 7' HALF RADIUS (6 HEADS) POP --UP (0.75 GPM) 15 MIN. CYCLE 3(6) = 18 GALLONS TAKE BACK CALCS. FOR IRRIGATION SYSI•EM TOTAL AREA = 47,789 SF, (1.10 AC.) IRRIGATED AREA = 12,149 SF, (0,28 AC.) REQUIRED FLOW 1,068 GPD REQUIRED 1) THE DEVELOPER SHALL CONSTRUCT RECLAIMED WATER DISTRIBUTION FACILITIES TO THE PROPOSED DEVELOPMENT 2) A FULLY AUTOMATIC IRRIGATION SYSTEM, UTILIZING RECLAIMED WATER, SHALL BE INSTALLED BY "THE DEVELOPER SO AS TO PROVIDE (TOTAL COVERAGE FOR ALL LANDSCAPING, INCLUDING HEDGES;, TREES, AND GRASSED AREAS, FOR 'THE PROPOSED DEVELOPMENT. BUFFER YARDS FRONT BUFFER YARD ADJACENT TO STREET 10' SIDE SETBACK ABUTTING COMMERCIAL 5' REAR SETBACK ABUTTING COMMERCIAL 5' BUILDING SETBACKS FRONT SETBACK 25' SIDE SETBACK 10' REAR SETBACK 20' WAa of OlvslafiiCD�N� CONTROLLER DETAIL (1/2) 1,068 GPD REQUIRED N LAYER TING SOIL MIX ACTED SOIL MIX 4C BED (Max. X = 24") HEDGE INSTALLATION Trunk Shall Be Maintained in a Vertical Position Protective Rubber Hose Guy Wires (3) Shall Be Kept Taut 2" Mulch Layer 2" x 2" x 24" Stake Fertillizer Tablet Planting Soil Mix Compacted Soil Mix Setting bed ------2X — — — (Max. X = 24") TREE INSTALLATION i V) rri II zz� �� aw•'- ca cD ZD ca L_1 <� a- Q 0 0 � CIE Ld 9 rn Q c) C Lij V L d a- Lr) 0 rrn m 4110YAS H. SKELTON, P.E. STATE OF FLORIDA REG, NO. 4275Z FU.E NAME BREWER-SPI 4013 # 02335 SHEET: 6 OF: 6 REV15ION5 :r FF ONT ELEVATIOIN SCALE:1/8" = I' -0'' w %Z 0 D-12 HAM(;APn PtA F t e.1) PRE -FIN. MTL. 5 P, - _ _ — HECTAL -- 51DING D 9 ClE"fAL SIDING — 52 _ EXPAN51ON JOINT SPLIT FACED BLOCK 8 X 1(o CONC, BLK, COLOR MATCH SPLIT FACED BLK �----LEVATION I G3 k4 T 5 1 ED E E AF-,,, E L E v A T 5CALE: l/8" =1' -0" LL_FT SIDE ELEVATION L:/\l HIWIVI\ •/Vli\I 8 X 1(, CONC. l3LK _.1 5PLIT FACED BLOCK Y COLOR MATCH 5PLIT FACED BLK 0 s iv 5 TRUCTUALLY ADEQUATE FOR 120 M.P.N. WIND5, TH15 DRAWING MEET5 THE REQUIREMENT5 5ET FORTH IN CHAPTER 16 OF THE FLORIDA BUILDING CODE 2001 EDITIONAS PUBL15HED BY THE STATE OF FLORIDA AND ENFORCED BY THE LOCAL JURI5DICTION, TRAWICK C.P.B.U. / A.I.P.]D. 2080 WIGGLEY FARM$ RD. DELTONA, FLORIDA 32725 PHONE: 386.769.5186 FAX: 3W789-6476 Z UJ U� > U w w Z w 0 Olu 0) u-i X u"_t ua H q w � o� ,r) 5TATIE� OF FLORIDA REG, NO, 398f05 DRAWN BY: RLW CHECKED 5Y: JR DATE: 10/01 /02 c' LE: Hannan ,45 NOTED DRAWING NO. _GM = 0802 —112 5 SHEET NO. /42.1 COPYRIGHT- 2002 LANE TRAWICK, C.P.B.D./ A.I.B.D 3.:Oq 5HEET5 GENERAL NO-rE5 AND SPECIFICATION5 REVISIONS 35'/8" MTL STUD 5/8" GYP BD BOTH 51DE5 2 X 4 WOOD BUCK ALL FOUR 51DE5 SHIM I X PAINT GRADE WINDOW FRAME ALL FOUR 51DE5 OF OPG 1/4" TEMP GLA55 1/4" X 1/4" WOOD 5TOP$ EA 51DE OF GLA55 PAINT GRADE WINDOW TRIM A$ SELECTED (TO MATCH DOOR5). ALIGN HEAD WITH ADJACENT DOOR HEAD TRIM. D-I DETAIL WINDOW TRIM A �11 HEAD, JAMB AND SILL GYP58UM 0 WALL BOARD METAL STUDS GRAB BAR 1 1/24 I I/2" CLEARANCE FROM WALL --- ANCHOR PLATE 12 ga. STEEL 2„ ALT: USE 2X6 WOOD BETWEEN STUDS D-4 CRAP PAR MOUNTING DETAIL A3.1 N.T.S. GALV. MTL. "C" SHAPED CONTROL JOINT. 6 X 6 WELD WIRE MESH ' VAPOR BARRIER ., . ' COMPACTED 601L . n C.J. ALTERNATE 1/8" SAWED CUT JOINT To BE DONE WITHIN 1(o HOURS OF POUR CUT TO BE I" DEEP u -46X6WELD WIRE MESH ° 4 ' VAPOR BARRIER COMPACTED 501L CLEAN, COMPACTED, TERMITE TREATED FILL CONTROL JOINT DETAIL A3.1 5C: II'=11_o,l 5/6' GYP WALL BOARD (2) 3 5/8" METAL STUDS TIGHT TO ADJACENT WALL OR CORNER. CHANNEL ANCHOR PRE -HUNG Wool) DOOR FRAME TO STUD ACTUAL DOOR OPENING TO BEGIN A MAXIMUM OF 4'/7' FROM ADJACENT STUD LINE. DOOR FRAMING DETAIL - TYPICAL HINGE SIDE ® DOLOR$ 5HMN IN CMER OF ROOM FIND THIS SYMBOL DOOM SGN�DUL.� ON PLAN NEAR DOOR DOOR MAR! DR. 51ZE MARK 51ZE THICK CORE MAT. TYPE FRAME THRESH. HARDW, CLO5. A 3'-0" X 1 3/4" MTL. ALUM, $INGLE LT, GLA55 H.M. ALUM. DEADBOLT YES B Y-0" X 6'-0 1 3/4" MTL. 5%. FLUSH H.M. - LOCK YE5 C 3'-0" X (0'-8" 1 3/4" IUD, IUD. FLUSH HM. - LOCK YES p V-0" X 6'-8" 1 3/411 WD. IUD. FLUSH HM, - LOCK YES E 12'-0" X 14'-O" 1 3/4" MTL. 5TL. ROLL UP 6%. - LOCK MANUAL I. ALL EXIT DOORS SHALL BE: OPERABLE FROM THE INSIDE WITHOUT SPECIAL KNOWLEDGE OR EFFORT OR THE USE OF KEY AND SHALL BE SELECTED FROM ADA PRODUCTS. 2. ALL DOORS SHALL BE EQUIPPED WITH H.C. ACCESSIBLE HARDWARE TO BE SELECTED FROM ADA CODE COMPLIANCE PRODUCTS. 3. CONSULT WITH CLIENT FOR LOCKING AND KEYING. FIN15H 5GHEDULON THIS SYMBOL J `�` E LETTER IN BOX ON PLAN 15 PROJECT NO. ON PLAN IN EA. ROOM �t_1_L9 _ A>3BR FOR FINISH MATERIAL 1 PLOOfR 2 5,45E 3 WALL5 4 CEILING = W = 3 1/2" COLONIAL BASE p = 5/8" DRYWALL G = 2' X 4' ACOUSTICAL GRID fZ = VINYL T = CERAMIC TILE BASE - - - - D = 5/6" DRYWALL - V = VINYL BASE P = MA50NRY LUALL (PAINT) _ C = CARPET - SEALED CONCRETE - = NO BASE = _ SEQUE:NGE: OF ABBR IN SMALL 13OX ON PLAN 1 z CORRELATES TO BOX ABOVE TO INDICATE 5URFACE 1 GLUE-DCXN CARPET TRANSITION STRIP (VINYL OR RUBBER) VINYL TILE—, p-5 FLOOR TRANSITION DETAIL - CARPET TO RESILIENT A3,1 CIRCLE OVER BOX 15 INDICATOR TO REVIEW OTHER PLANS OR ELEVATIONS FOR MORE: INFO. TOILET ROOM ACCESSORIES PROJECT CODE ITEM PTD PAPER TOWEL DISPENSER TPH TOILET PAPER HOLDER HGB HANDICAPPED GRAB BAR 42" LONG 1 1/2" DIA. HGB HANDICAPPED GRAB BAR 36" LONG 1 1/2" DIA. MIR MIRRORS SELECTED BY OWNER (BOT. MTD MAX, 38" AFF) ,,NOTE: ALL ITEMS NOTED A5 SELECTED BY OWNER, ARE TO BE PROVIDED AND INSTALLED BY CONTRACTOR 01.1 THE INTENT OF THESE DiRAWING$ AND NOTES 15 TO DEFINE THIS PROJECT. IT 15 NOT WITHIN THE SCOPE OF THESE DRAWINGS AND NOTES TO DESCRIBE EVERY DETAIL OF THE WORK NECESSARY TO CONSTRUCT THIS PROJECT. THE CONTRACTOR SHALL UNDERSTAND THAT HE 15 TO PROVIDE COMPLETE AND FINISHED WORK READY FOR THE INTENDED USE. THE CONTRACTOR AND SUBCONTRACTORS SHALL REVIEW A COMPLETE SET OF CONSTRUCTION DOCUMENTS AND VISIT THE 51TE TO OBTAIN A COMPLETE OVERVIEW OF THE WORK REQUIRED. IF THE CONTRACTOR FIND5 THAT PERTINENT INFORMATION 15 MISSING OR MORE 15 REQUIRED, HE SHALL CONTACT THE ARCHITECT AND/OR ENGINEER. 01.2 THE INFORMATION CONTAINED ON THE DRAWING5 IS IN ITSELF INCOMPLETE AND VOID UNLE55 USED IN CONJUNCTION WITH ALL THE NOTES/SPECIFICATION, TRADE PRACTICES, OR APPLICABLE STANDARDS, CODES ETC,, INCORPORATED THEREIN BY TH15 REFERENCE WHICH THE CONTRACTOR AND SUB CONTRACTOR(5) CERTIFY KNOWLEDGE OF BY SIGNING THE CONTRACT OR ENG,66ING IN TH15 WORK. 01.3 THE CONSTRUCTION OF THIS PROJECT SHALL COMPLY WITH ALL APPLICABLE BUILDING, ENERGY, FIRE, HEALTH, SAFETY AND ACCESS CODES, REFERENCES TO THE CODE SHALL MEAN THE MOST RECENTLY ADOPTED EDITION OF CODES ADOPTED BY THE LOCAL BUILDING AUTHORITY. 01A THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIG LIABILITY AND PROPERTY DAMAGE FOR THE: DURATION OF THE WORK PROOF OF INSURANCE SHALL BE SUBMITTED TO THE OWNER PRIOR TO COMMENCEMENT OF WORK 01.5 CONTRACTOR(5) SHALL EXAMINE EXISTING CONDITIONS AT THE JOB SITE 'TO VERIFY ALL CONDITIONS AND THE EXTENT OF WORK, IF CONTRACTOR 055ERVE:5015COVER5 ANY AREA OF THE PROJECT ( INCLUDED IN WORK OR NOT) THAT IS NOT IN COMPLIANCE WITH THE CODE5, HE 5HALL NOTIFY THE ARCHITECT. 01,6 CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY ARCHITECT OF D15CREPANCIE5. CONTRACTOR 5HALL BE RESPONSIBLE FOR ALL QUANTITIES, DIMEN51ON5, AND FINAL DETERMINATIONS AS TO THE EXTENT OF THE WORK. - m m --m 4 - BRACE TO STRUCTURE HORIZONTAL SECTION —� ACOUSTICAL LAY -IN CEILING 3 5/8" STUDS B 16" O.C. W/ IT' GYP BD EA 51DE SOUND BATT$ CAULK GYP BD AT FLOOR 4 GAPS SILL SEAL (FOAM) UNDER PLATE/RU%ER VERTICAL SECTION TYPICAL SOUND LUALL TNRU CEILING BRACE TO 5TRIICTURE A$ REOV =7 t HORIZONTAL SECTION ACOUSTICAL LAY -IN CEILING - PROVIDE 2' FIRE 6LOCK AT CEILING LINE IN WOOD WALLA - 3 1/2" UK -,OD 5TUD5 ® I6" O.C. 1/2" GYPSUM WALLBOARD EA 510F BASE: SEE FIN15H SCHEDULE VERTICAL SECTION /,,�\TYPICAL �UALL THROUGH CEILING WOOD FRAME WALL BRACE TO - STRUCTURE HORIZONTAL SECTION A5 REO'D ACOUSTICAL LAY -IN CEILING 3 5/S" METAL 5TUD5 a 16" O.C. 1/2" GYPSUM WALLBOAW EA SIDE BA5E: SEE FINISH SCHEDULE VERTICAL SECTION TYPICAL WALL TNR,OUGN CEILING AN NCN-CCMeU6TIE4_E WALL III z X E 1511 d MIRROR - TOWEL D15P. ' COVER OR tl (P �- INSULATE L cv �� EXFIC9%D PIPE tP OLI ALL SUES CONTRACTORS SHALL HAVE OR EXAMINE A COMPLETE 5ET OF CONSTRUCTION DOCUMENTS AND BE RE5PON51BLE TO NOTIFY GENERAL CONTRACTOR IF THEIR WORK WILL NOT COORDINATE SMOOTHLY WITH THE OVERALL PROJECT. ol,8 CONTRACTOR 15 RESPONSIBLE FOR THE NETHODS OF CONSTRUCTION AND FOR THE COORDINATION ON ALL WORK. 01.9 CONTRACTOR SHALL VERIFY WITH THE OWNER, THAT ALL MATERIALS CALLED IN THESE DRAWINGS MEET WITH THE STANDARDS AND REQUIREMENT5 SET FOR THE IMPROVEMENTS. 01,10THE ARCHITECT AND / OR ENGINEER SHALL NOT HAVE CHARGE, CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES, PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS. 01.11 ALL CHANGE ORDERS SHALL BE SIGNED BY THE OWNER PRIOR TO COMMENCEMENT OF THE WORK TO BE CHANGED. 01.12 ALL REQUIRED TESTS SHALL BE PERFORMED BY AN APPROVED TESTING LAB. TE5T5 RE6ULTS SHALL BE SUBMITTED TO OWNER, ARCHITECT AND ENGINEER. COST OF TESTS SHALL C E INCLUDED IN CONTRACT PRICE. 01,13 THE CONTRACTOR SHALL 5UBI-IIT SHOP DRAWINGS FOR ALL PREFABRICATED ITEMS OF THE WORJK. THE CONTRACTOR SHALL OBTAIN APPROVAL OF SHOP DRAWINGS PRIOR TO FABRICATION. 5AMPLE5 5HALL BE SUBMITTED UPON REQUEST. 01.14 THE CONTRACTOR 5HALL GUARANTEE ALL WO < UNDER TH15 CONTRACT TO BE FREE FROM DEFECTS IN MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OR CERTIFICATE OF OCCUPANCY, 01.15 THE CONTRACTOR SHALL CLEAN ALL AREAS OF THE WORK AFTER CONSTRUCTION IS COMPLETED. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE JOB 51TE AT THE CONTRACTOR'S EXPENSE. 01.16 TEMPORARY SHORING OF ANY TYPE AND PURP05E 15 THE RESPONSIBILITY OF THE CONTRACTOR THIS ARCHITECT HAS NOT DESIGNED SHORING AND HAS NO RE5PON515ILITY FOR IT. 01.1I ALL MANUFACTURERS, FABRICATORS, OR SUPPLIERS OF PREFABRICATED BUILDING UNITS, WHICH INCLUDE BU"r ARE NOT L11-11TED TO: FLOOR TRU55/JOIST, ROOF TRU55, 5EAM5, COLUMNS 4 LINTELS, SHALL PROVIDE TO THE CONTRACTOR SHOP DRAWINGS WITH AN ENBO55ED SEAL INDICATING THAT A QUALIFIED PERSON HAS REVIEWED, AND UNDERSTANDS THE DRAWINGS, 15 KNOWLEDGEABLE OF APPLICABLE CODES, HA5 DESIGNED, AND WILL SUPPLY TO THE JOB 51TE A PRODUCT THAT WILL MEET THE REQUIREMENTS AND CONDITIONS WHERE INSTALLED IN THE U)ORK.. 03.1 CONCRETE: FOOTINGS: 3000 PSI IN 28 DAYS 51-455: 3000 PSI IN 25 DAYS FILLED CELLS: 3000 PSI IN 28 DAY5 COLUMNS: 3000 PSI IN 28 DAYS BEAM5: 3000 PSI IN 28 DAYS 06.1 ALL WOOD FRAMING 5HALL BE KILN DRIED AND HAVE A MINIMUM FIBER STRE55 OF 1200 PSI. 06.2 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY 5HALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIALS. 0-I.I INSULATION: INSTALL NEW: R-19 BATT INSULATION ABOVE LAY -IN CEILING (IN OFFICE AREAS ONLY) R-4.2 FOIL -BACK INSULATION ON ALL MASONRY WALL5, 0-g,1 THE MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINI5HE5 SHALL BE: FOR EXITS 4 EXIT ACCESS CLASS B FOR ALL OTHER AREAS GLA55 C 09.2 CONTRACTOR SHALL PROVIDE CLIENT WITH ONE COMPLETE BOX OF FLOOR TILE AND CEILING TILE OF THE TYPE U5ED ON TH15 PROJECT. WINDOW rrpEs (2) 36" X 48" ALUM. FIX. GL. FRAME U BRONZE ALUMINUM FRAME FIXED GLA55 SEE MANUFACTURERS SPECIFICATIONS FOR IN57ALLATION INFORMATION CADET 216E TYPICAL DATH PLAN LAV 51DE ELEVATION W.C. 51DE ELEVATION N.T.5 N.T.S. (A)CLR. FLR SPACE LINE FOR TOILET gCLR. FLR SPACE LINE FOR LAVATORY C@ HANDICAP T-TURN SPACE MIN. 48 X (o6 MINIMUM 30 X 48 GkIF TO CUT FLANGES �r U► GOi'RlR ADF. 15" I8" FRONT ELEVATION N.T.S. II _ I� II i � II II FLASH 4 COUNTER FLA5N LAP A$ REQ.'D --� _ = - '- SEALANT NOTE: SECURE WINDOW A5 PER WINDOW MANUFACTURERS RECOMMENDATIONS E). III FOR MPHWINDOW ZONE REQUIREMENTS P.T. 2 X 4 WOOD BUCK WINDOW P E A D DETAIL WINDOW GYPSUM BD. AND/OR BBLOCKINCs A3 vz SCALE FLASH 4 COUNTER FLASH LAP AS REQ.'D WINDOW NOTE: SECURE WINDOW AS PER WINDOW MANUFACTURERS RECOMMENDATIONS FOR LOCAL WIND ZONE REQUIREMENTS 5EALANT P.T. 2 X 4 WOOD BUCK 3/16" TAP CON5, 24" O.C. (MAX.), 3 MINIMUM. 6l'P5UI'I DID, COMER BEAD P.T. I X 4 � II - II II - L� - 1- 3/4" RIGID INSULATION WINDOW JAMB r3E,rAlL. AT STUCCO WALL 1/2 SCALE SEE WINDOW SCHEDULE 8" CONC. BLOCK FILLED CELLS AS PER FLOOR PLAN LOCATIONS nT q - I .,i^ - -I_V M TRAWICK C.P.B.D. / A.I.B.D. 2080 WIGGLEY FARMS ROAD DELTONA, FLORIDA 32725 PH: 386.789.5186 FAX: 386-769.6476 a up z Lu cl ffio� J1. W_W ►� z UL P-1 r P4 w U Z II_ �cn E--+ lU va z � � 0 O cn C® JOHN J. HEiRBERT, R7 PE. STATE OF FLORIDA REG, NO. 3950e, DIRAU)N BY: fRLW CHECKED I3Y: JR um I DATE: 5TRUCTUALLY ADEQUATE FOR 120 M.P.N. WINDS, 10/0 1/02 WSGY:Y SCALE: TH15 DRAWING MEETS THE A5 NC)TE1) REQUIREMENTS SET FORTH DRAuJING NO, IN CHAPTER 16 OF THE CM -OaO2 -1125 STANDARD BUILDING CODE SHEET NO. 2002 EDITION AS PUBLISHED BY THE 55CC1 AND ADOPTED BY THE LOCAL JURISDICTION COPYRIGHT- 2002 LANE TRA.UICK, C.P.B.D./ A,I•B.D. 4 OF q SHEETS FOUNDATION NOT'E5 REVISIONS w ; SEE SCHEDULE TYF='. FOOTING TYPE "A" 0 w i Q 4/ 5EE SCHEDULE TYP. FOOTING TYPE "B" FOUNDATION FLAN SCALE: 1/0" = I' -O" 0 w di ILI n FOOTING TYFEE DETAILS 5GALE:3/4" = I' -0" w to a U J 4 1 4 ° d ItI w 5EE SCHEDULE 5EE ScHED. TY. PERIMETER FTC-;. "G" TYP. INTERIOR FOOTING TYPE "D" n FOUNDATION SCHEDULE SIZE FTC; TYPE REINFORGING LOCATION L X W X D (5) 06 BARS EA. WAY m TOP BARS FI 4'-0"X4'-0"X2'-0" (5) Oro BARS EA. WAY BOTT, BARS (a) 06 BAR5 EA. WAY TOP BAR5 F2 &'-O">W-O"�<2'-011 (a) 06 BARS EA, WAY BOTT. BAR5 (a) Oro BARS EA. WAY TOP BARS F3 T - 0"XT - 0"X2' - 0" (5) 00 BAR5 EA, WAY BOTT. 5AR5 (II) aro 5AR5 EA. WAY TOP BARS F4 9l-0"X94-0"X2'-0" (11) ro BARS EA. WAY BOTT, 5AR5 (2) #5 BAR5 CONT. TOP 5AR5 CONT. WALI-. FOOTING CONT. X 1' -6 "X I' - 3" (2) +'S BAR5 CONT. PASEvE5 THROUGH COLUMN FOOTItJrxS W/03 5TIRRUP5v1a Or. BOTT, BARS 5.1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRE551VE STRENGTH OF 3,000 PSI AT 2a DAYS A 5LUMP OF 4" PLUS OR MINUS I" AND HAVE 2-4io AIR ENTRAINMENT, AND A MAXIMUM WATER TO CEMENT RATIO OF 0.53, 5.2 FOUNDATION DE51GN 15 BASED ON AN ALLOWABLE $OIL PRESSURE OF 25?00 P51. 5.3 ALL FOOTINGS SHALL BE PLACE ON WELL COMPACTED SOIL. MINIMUM 95% OF MODIFIED PROCTOR. 501L COMPACTION SHALL BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER. 5.4 ALL REINFORCING 5TEEL5HALL BE DOMESTIC DEFORMED BILLET STEEL CONFORMING TO A5Tr'1 A-01E, GRADE 00, 6.5 WELDED WIRE FABRIC SHALL CONFORM TO A5TM-155. WWF SHALL BE LAPPED AT LEAST 0" AND CONTAIN AT LEA5T ONE CROSS WIRE WITHIN THE 5". 6.6 ALL CONCRETE WOW 5HALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 310 LATEST EDITION AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301, 5.1 THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" FOR CONCRETE CAST AGAINST THE EARTH AND 2" FOR ALL OTHER CASES (UNLE55 NOTED OTHERWISE). 5.z PROVIDE 4" THICK CONCRETE SLAB IN BAY AREAS AND A 4" THICK CONCRETE SLAB IN THE OFFICE AREA WITH ro X & ID/ID WWM. ON CLEAN COMPACTED FILL, TERMITE TREATED BARRIER BENEATH FLOOR SHALL BE ro MIL VISQUEEN. 5.9 PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB AREAS. 5.10 PROVIDE 1/S" WIDE X I" DEEP TYPICAL SAWCUT JOINTS AT LOCATIONS 5HOU.N ON PLANS WITHIN 12 HOURS OF FINISHING SLAB. 5.11 PROVIDE FILLED CELLS WITH ONE CONTINUOUS 0 5+ REBAR VERTICAL FROM THE FOOTING STEEL TO BOND BEAM ABOVE, MAXIMUM SPACINr3 AT a'-O" O.C. AND ON BOTH SIDES OF OPENINGS. MINIMUM 25'' LAP SPLICE (5EE FLOOR PLAN FOR LOCATIONS). 6.12 ALL MASONRY WORK TO BE DONE IN STRICT ACCORDANCE WITH AGI 530/95 AND ACI 530.1095. 5.13 PROVIDE CON'tROL JOINTS WHERE MASONRY WALLS AND CAST -IN - PLACE CONCRETE WALLS MEET. 6.14 THE CONTRACTOR 5HALL VERIFY ALL EXISTING CONDITIONS IN THE FIELDPRIOR TO THE START OF FIELD CONSTRUCTION ACTIVITIES. THE CONTRACTOR 15 TO PROTECT AND MAINTAIN THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION ACTIVITIES. 5.15, STRUCTURAL STEEL SHALL CONFORM TO THE A16C 'SPECIFICATIONS FOR DE51GN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING,' LATEST EDITION. 5.16 WELDED CON` E-CTION5 SHALL CONFORM TO THE LATEST REVISED CODES OF T�4tz- AMERICAN WELDING SOCIETY, AU5 DI.I. 5.11 ANCHOR BO! PI SHALL CONFORM TO ASTM-301. 5.15 STRUCTURAL `'. EEL SHAPES, PLATES, ETC. SHALL CONFORM TO THE REQUIREME1,41.5 OF A5TM A-3ro, UNLE55 NOTED OTHERWISE. S.19 DIMENSIONS SHOWN ON THE CONSTRUCTION PLAN SHALL TAKE PRECEDENCE OVER ALL 5CALED DIMENSIONS. 5TRUCTUALLY ADEQUATE FOR 120 M.P.N. WINDS, TH15 DRAWING MEETS THE REQUIREMENTS SET FORTH IN CHAPTER 16 OF THE FLORIDA BUILDING CODE 2001 EDITION A5 PUBLISHED BY THE STATE OF FLORIDA AND ENFORCED BY THE LOCAL JURISDICTION, C.P.B.D. / A.I.B.D. 2080 WIGGLEY FARMS RD. D;ELTONA, FLORIDA 32725 PHONE: 3E*789-5186 FAX: 386-789.6476 ty �s "r w cq 0 �LLU' H �u u o 1= a - - q�I-E� u (n Ito lu o>ao �fy iz u- I:T. W U IL E--4 z O 14,� q —A lu�� Z U) c cn O [in A -IN J. HER5ERT, W, P.E. STATE OF FLORIDA REG. NO. 39505 LN BY: ICHECKED �R I F5CF=.T10/0-1/02 ALE: A5 NOTED DRAUJING NO. CM-OaO2 -1125 SHEET NO. 51 I GOPYRIG1-IT- 2002 LANE TR,4WICK, C.P.E3.D./ A.I.B.D 5 OF 9 5HEET5 MCT-I 0.5. CLOSURE IIRII PANEL HACK 5HEETING ---` 1.5, CLOSURE RHCF-20 all PURLIN l (4)1/2" DIA. X 1 1/4" H.T. BOLTS ER -I MR-1 (4)1/2" PIA. X 1 1/4" H,T. BOLTS BA-20 GA-212 00 OUT5IDE CLOSURE EC-3 5TF-20 NOTE: BLOCK WALL g" 2'-0" NOT BY METAL , BUILDING MANUFACTURER p-14 SECTION cJ2 SCALE: 3/4" I'-mII OUTSIDE CLOSURE IIRII PANEL MANSARD ✓✓✓✓ SHEETING (MP-11) GA-20 -~MC-I E5-II - INSIDE CLOSURE �FET-20 OUTSIDE CLOSURE R PANEL 5 6-2C i SOFFIT ` SHEETING 15P-48I 2'-0" f OUTSIDE CLOSURE "R" PANEL MANSARD SHEETING (4) 1/2" DIA. X 1 1/4" H.T. BOLTS — INSIDE J 5P-24—' FET-20 OUT51PE $-6-2(_; CL05URE- OUTSIDE j 57-20 — CLOSURE "R" PANEL SOFFIT - SHEETING 2' -0 D-12 SECTION 5CALE: 3/4" II-mll FRAMING BY METAL BUILDING MFGR TYP SEE PL `r T.O. BC MBI MA50NRY BONE BEAM: S" X 16" REIN. WITH (1) p 5 CONT. IN KO COUR51 GROUTED SOLID, TT 3" MASONRY WALL SEE PLAN FOR REINFORCING - TYF D-10 SECTION 52 5CALE: 3/4" 5EE PLAN T.O. BOND Bt S" MASONRY WALL -- SEE PLAN FOR REINFORCING - TYPICAL D-g SECTION S2 5CALE: 3/4" II-/Jjll f-- MCT-2 0.5. CLOSURE "R" PANEL BACK SHEETING MC-2 �-- S" GIRT INSIDE CL05E YG-9 INSIDE CL05E S" EA.YE STRUT (2) 1/2" DIA. X 1 1/4" H,T. BOLTS MR-3 / ----ER-1 (4) 1/2" DIA. X 1 1/4" H.T. BOLTS CC-IR NOTE: all FLOCK WALL NOT BY METAL BUILDING MANUFACTURER METAL ROOFING dl Idl IAI (1) ° 5P VERTICAL TO T/WALL 0 4'-0" O.C. _ - TYPICAL UN.O. _ - S "POWERS 5TEEL" HEADER PRE-CA5T REINF. W/ (1) p 5 P _ REINF, SOLID CONT, AND FILLED = CONC. HEADER — a SOLID W/ CONC., _ a 13 TYPICAL - CMU KNOCK -OUT BLOCK COURSE. RINORCING W/ (1) 15 t CONT. 3 FILLED SOLID W/ CONC., TYPICAL OPENINGS REG. CONC. BLOCK, OPENINGS 5PLIT-FACED 13LOCK NOTES: I. PRECAST LINTELS SHALL BEAR A MIN. S" END. 2. BREAK OUT BOTTOM OF LINTEL AT BEARING TO ADMIT D - 7 SECTION VERTICAL REINFORCING. 52 SCALE: 3/4" 1'_0" - sr.,-Ra.�•�.vur��' --+ems ems. •��,�.r-.+ �..�•..w,a.'wnecr�r^mxic.....�.a..�,.,,,,.,�..,..lzrem �ar....�.• THESE BAR5 MAY BE ELIMINATED IF WALL REINF. TERMINATES IN 51,4NE)ARD HOC" SPLICE LENGTH I, ILI 1 1 I �I REINF. CORNER r A B R b `-- RE INF. IJL.. F•11 I WI"1 �.1.. Y FOOTING. TYP. NOTE: CORNER BAR SIZE, SPACING AND LOCATION SAME A5 HORIZ. WALL REIN. LAP SPICES PER ACI 310 FOR SPLICE LENGTH. FOR BEAMS, WALLS AND FOOTINGS. SECTION cat SCALE: 3/4" = 1'-0'; ./ 2ec�s '"i^5 A^�' �aexasa•• .,eua+w rra�«•,•wwu+lxa_+r..emree ..m,msn�r.-nn,�.. II 4 I I I I j F I 1"is.y„q..«m,,.n.av�•.,...-..... SLAB %THIN. - SEE PLANS, :STOP EACH TOOL ED6E5 TO I/S" GALV. M'FL. "C" SHAPED SIDE OF JOINT CONTROL JOINT. ° u.t z RAP. WHEN EXPOSED �' lU n Tr II I I TYPICAL CONSTRUCTION JOINT �`� WIVAPOR BARRIER • SAW 1/4" WIDE SLOTS 4 TO 12 HOURS COMPACTED ,SOIL U AFTER CONC. PLACEMENT. (FILL 51-0-05 W/ EPDXY RE51N JOINT FILLER AFTER ( O W DAYS, FOR EXTERIOR 5L AB5 GRIND �� to � OR RUB FLUSH. �� Lit n <( �41 Q a a • ° v p' 4 —_--- - -- -I - - - cur EVERY OTHERS -- IWIRE BENEATH JNT:(VAPOR BARRIER OPTION CONSTRUCTION JOINT COMPACTED SOIL D - 5 TYPICAL CONTROL JOINT cJ2 5CALE: 3/4" = 1'- [ALA SEE PLAN NOTES ELEV. SEE PLAN , q a n T.O. SLAB q• q I1 I I I i <I I I I ( Q (l i ILI � C MPAGTED FILL TYPICAL n a I I D-4 SECTION 52 5CALE: 3/4" MASONRY WALL CONT, EXP. JOINT,TYP.- EXTERIOR SLAB SEE ARCHIT. OR CIVIL TYP. --� METAL COLUMN, BASE PLATE AND ANCHOR BOLTS BY METAL BLDG. MFR. TYP. CONT, WALL FOOTING REIN, PA55E5 THROUGH COLUMN FOOTING -HAIRPIN, SEE FOUNDATION PLAN v / a v / • Q SEE SCHEDULE COLUMN FOOTING D-3 SECTION - MAIN3FAME FTC, TYPE 'B' SCALE: 3/4" = 1'-0" NA50NRY WALL SEE PLAN FOR REINFORCING - TYPICAL 1/2" CONT. EXP, JOINT,TYP. EXTERIOR SLAB SEE ARCHIT. OR CIVIL TYP. T.O. SLAB (j :E v� l ILI (1) SEE SCHEDULE THICKENED SLAB EDGE BEYOND CONTINUE REINF. TNRU COLUMN FOOTINGS, TYPICAL 41�REP [1 SEE 5CNEORCING SEE SCHEDULE 5CALE: 3/4" 1'-0'' "T.O. SLAB ILI n 11A5ONRY WALL - -- METAL COLUMN, BA5E PLATE AND ANCHOR BOLTS BY METAL BLDG. MR TYP. - = CONT. WALL FOOTING REINF. PA55E5 THROUGH COLUMN FOOTING HAIRPIN, SEE FOUNDATION PLAN SEE PLAN dFi _ _ _ T.O. _ . �- -- �:. a — SLAB �. hQ . liq �; / Q •. ui / 4C1 V , 4 1 w 5EE 5CHEDU v COLUMN FooT SEE SCHEDULE D - I SECT I ON - MAIN FRAME FTC, TYP-E 'A' THICKENED LAB EDGE BEYOND GJ2 5CALE:: 3/4" = 1'-0" CONTINUE REIN. THRU COLUMN FOOTINGS,. TYPICAL REv151oN5 �n. C.P.B.D. / A,I.B.D. Z080 WIGGLEY FARMS RD DELTONA, FLORIDA 32725 PHONE: 38089.5186 FAX: 386.789•-6476 U w ilUi9v Oz °6WZ3 ` � j—) V F —��R�� w t� O if---- o aUUI. Lu u w I I� P. Z lU o �U) co E III} II —II q = Lo CIca Dr\ JOPN J. HERDERT, III, FE. STATE OF FLORIDA F F-G. NO. 39505 DRALUN 5Y: ELL CHECKED BY: JR DATE: STRUCTUAL.L.Y ADEQUATE FOR 120 M.P.H. WINDS. 10/01/02 SCALE: TH15 DRAWING MEETS THE AS NOTED REQUIREMENTS 5ET FORTH DRAWING NO. IN CHAPTER 16 OF THE CM - 0&02 -112 5 STANDARD BUILDING CODE SHEET NO. 2001 EDITION A5 PUBLISHED BY THE 55CC1 AN[) ADOPTED 52 BY THE LOCAL JURISDICTION �) COf YRIGiHT- 2002 LANE TRAWICK, C.P,E3.D./ A.I.E3,1D. OF q SI-lEETS REVISION6 A, FAI I50 A/C CON ELECTFZCAL FOWEF, FLAN 0 - -- - e 0 0 0 ELECTRICAL NOTES El V151T 51TE AND DETERMINE REQUIREMENT5 AND C05T5 FOR POWER AND TELEPHONE CONNECTION, SERVICE EXTENSION, INCREASE IN CAPACITY, AND SERVICE EXPANSION FEES IF REQUIRED. COORDINATE WITH UTILITY COMPANY. NO C05T INCREASE WILL BE ALLOWED AFTER BIDDING, E2 THERE SHALL BE NO BACK TO BACK OUTLETS OF ANY TYPE, REGARDLESS OF HOW CLOSE THEY ARE SHOWN ON THE DRAWINGS. DISPLACE THEM AT LEAST 4 INCHES AND SEPARATED BY A STUD BETWEEN OPPOSITE WALLS. E3 ALL WALL MOUNTED RECEPTACLES AND SYSTEMS OUTLETS SHALL BE MOUNTED IS" ABOVE THE FLOOR. AT RECEPTACLES ABOVE COUNTER TOPS MOUNT 8" ABOVE COUNTER UNLESS NOTED OTHERWISE. RECEPTACLE AT WORK STATIONS SHALL BE LOCATED BELOW COUNTER SUFT-ACE: AND ACCESSED THROUGH PLASTIC GROMMET OPENING IN TOP. HEIGHTS ARE TO CENTER OF FIXTURE. E4 PROVIDE GFI PROTECTION FOR RECEPTACLE NEAR SINKS, AS REQUIRED BY CODE. E6 ALL CONDUCTORS SHALL BE COPPER E7 ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR AND IN A FIRST CLA55 WORKI" IANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ES ALL WORK SHALL BE DONE IN ACCORDANCE WITH N.E.C. AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES. EIO THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WOW-J-lAN5HIP FREE OF DEFECTS FOR A PERIOD OF NO LE55 THAN ONE YEAR FROM THE DATE OF ACCEPTANCE-:. CORRECTION OF DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF IN5TALLATION THAN' MAY HAVE BEEN DAMAGED. Ell ALL MATERIALS AND FIXTURES SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABELS WHERE APPLICABLE. E12 CONTRACTOR SHALL PROVIDE CIRCUIT ROUTINGS TO SUIT THE JOB CONDITIONS. E13 ALL PENETRATIONS SHALL MAINTAIN THE RATING OF WALL, FLOOR, OR CEILING. E14 VERIFY CLIENT'S REQUIREMENTS AND LOCATIONS OF DEDICATED CIRCUITS, E15 ELECTRICAL SUBCONTRACTOR SHALL VERIFY AND COORDINATE ELECTRICAL REGIUIREMENT5 OF EQUIPMEN'i PROVIDED BY OTHER SUBCONTRACTORS. Elro ELECTRICAL SUBCONTRACTOR SHALL VERIFY THAT PROPER CLEARANCE AND ACCESS 15 PROVIDED FOR SELECTED FIXTURES. NOTIFY ARCHITECT IF CONFLICTS BEFORE CONSTRUCTION BEGINS. En TELEPHONE INSTALLATIONS SHALL MEET ALL STANDARD REQUIREMENTS OF THE LOCAL ELECTRIC UTILITY AND THE TELEPHONE COMPANY EIS FOR TELEPHONE OUTLETS, PROVIDE METAL E30X AND CONDUIT STUB UP ABOVE THE CEILING, TELEPHONE COMPANY SHALL WIRE THE TELEPHONES PER THE N.E.C. E19 ALL PHONE LOCATIONS SHALL BE WIRED FOR MIN 2 PHONE LINES, CONSULT CLIENT FOR EXACT NEEDS A$ MORE LINES OR COMPUTER CONNECTIONS MAY BE FEaUIRED. E20 COMPUTER / PRINTER / NETWOFRK: VERIFY WITH CLIENT THE SPECIFIC REQUIREMENT5 OF THEIR MIS SYSTEM AND PROVIDE WIRING OR CONDUIT AS NECESSARY. E23 ALL ELECTRICAL SWITCH AND OUTLET BOXES INSTALLED IN FIRE RATED WALLS SHALL BEAR A "UL LABEL. THE AREA OF THESE BOXES SHALL BE NO MORE THAN 16 5.1. AND NO MORE THAN loo 5.1. AGGREGATE PER 100 SF. OF WALL, BOXES $HALL BE INSTALLED WITH NO MORE THAN %" GAP BETWEEN BOX AND DRYWALL AND SEPARATED FROM BOXES ON OPPOSITE SIDE OF WALL BY A MINIMUM DISTANCE OF 24" ELECTRICAL 4 LI6NTINCi LEGEND Ep ELECTRICAL PANEL :• !EXHAU5T FAN, CFM NOTED ATZAN = 110 V DUPLEX OUTLET lIS" AFF. TYP.) �- (� u 2' X 4' FLUORESCENT LAY -IN , 4 BULBS &=44' INDICATES HEIGHT AFF. TO CENTER EXTERIOR WATER PROOF- RECEPTACLE 8' FLOURESCENT FIXTURE (2 BULB) (12 - TOTAL) &= GFI - _ GROUND FAULT INTERRUPT PLACE AS REQ, -1 1 4' FLOURE5CENT FIXTURE (2 BULE3) �- C&) 22ro 220 VOLT RECEPTACLE f LIGHT ( W/ DIRECTIONAL ARROW, A5 REOV) $ / $3 SWITCH / 3 WAY SNITCH _ _EXIT EMERGENCY LIGHT $D DIMMER SWITCH _ -- FA SMOKE DETECTOR A PH TELEPHONE JACK [} A/C DISCONNECT [*W / EXTERIOR FLOOD LIGHTS {' Sc 5U ACE MOUNTED CEILING FIXTURE WALL MOUNTED LIGHT FIXTURE (1� RECESSED 5" DOI.LN LIGHT _ - _ E FAN -LIGHT COMBINATION G COMPUTER DATA OUTLET - PROVIDE CONDUIT STUB IN CEILING HVAC GENERAL NOTES REVIEW DRAWING$ AND PROVIDE ALL WORK FOR A COMPLETE AND OPERABLE SYSTEM, INCLUDING INCIDENTALS REQUIRED BY CODE. ANY DISCREPANCIES TO BE BROUGHT TO THE ATTIONTION OF THE GENERAL CONTRACTOR WORK SHALL COMPLY WITH THE FOLLOWING: A: A5HRAE B: SMACNA C: STANDARD MECHANICAL CODE D: NFPA SECTION WA AND 90B E: NFPA SECTION 101 LIFE SAFETY CODE, F: ALL STATE AND LOCAL CODES. 3. 5UPPLY AND RETURN DUCTWORK SHALL BE 1.5", R-6 FIBER4-LA65 WITH ANTIMICROBIAL COATING SEALED WITH FAB AND MASTIC. SUPPORTS TO BE U CHANNEL, MAXIMUM D15TANCE BETWEEN MAXIMUM D15TANCE BETWEEN SUPPORTS SHALL NOT EXCEED . FIVE FEET, 4. FLEXIBLE DUCT RUN5 TO BE LISTED AS CLASS I, R-6 AND BE INSTALLED IN ACCORDANCE WITH THE FLORIDA ENERGY CODE. FLEXIBLE DUCTWORK SHALL BE SUPPORTED WITH 2" METAL STRAPS, SUPPORTS SHALL BE PROVIDED WITHIN 1 112" FOOT OF INTERMEDIATE FITTINGS AND BETWEEN INTERMEDIATE FITTINGS AND BENDS. HORIZONTAL DUCT SAG BETWEEN SUPPORTS SHALL NOT EXCEED 1/2" PER FOOT OF LENGTH. 5. EXHAUST AND OUT5IDE AIR DUCT TO BE GALVINIZED 5HEET METAL. SEALED WITH APPROVED MASTIC. 6, ALL PENETRATIONS SHALL MAINTAIN THE RATING OF THE WALL OR CEILING. I. SUPPLY AND RETURN GRILLES SHALL BE 2 X 2 PERFORATED FACE WITH FIBERGLASS BACK RETURN GRILLES INDICATED BY "L" SHALL BE FIXED 45 LOUVER FOR LARGER AIR QUANTITY. a. CONDENSATE PIPING TO BE SCHEDULE 40 PVC WITH 1/2" PIPE INSULATION TO PREVENT SWEATING. PROVIDE P-TRAP WITH CLEAN -OUT AND ROUTE TO DRYWELL. 9 PROVIDE PROGRAMMABLE THERMOSTAT AT LOCATIONS SHOI.I.N. THER105TAT 5HALL BE 7 DAY PROGRAMMABLE AUTO CHANGE OVER WITH NIGHT SET RACK SUPPLY FAN 5HALL RUN CONTINUOUSLY AND DURING OCCUPIED HOURS. 1 RAW1 CK C.P.B.D. / A.I.B.D. Z080 WIGGLEY FARMS RD. DELTONA, FLORIDA 32725 PHONE: 386-789.5186 ;FAX; 386-789.6476 10. UPON COMPLETION HVAC CONTRACTOR TO START UP HVAC SYSTEMS AND PROVIDE A COMFORT BALANCE TO THE SYSTEMS. HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE —i AND BALANCE OF THE SUPPLY AND RETURN AIR FLOW SYSTEM$. Q� II, CONSULT WITH CLIENT CONCERNING USING METAL OR LINED DUCT WOR< METAL DUCT WORK 15 RECOMMENDED BY ARCHITECT. O A CI O a o it] P4 di TO SERVICE 0 W (WHERE UNDERGROUND <1 SERVICE NOT REQUIRED) U IF IL U w 200 LLI Pa MAIN BREA ER _t PANELLla Z METER v pp U NOTE: 3 coUNDERGROUND UTILITIES OPTIONAL WHERE NOT REQUIRED 3" 1 CU. eD 11/7 CONDUIT "4 CU TO CxRD. — ROD CIUP LLI U L E R I 5I **EACH UNIT 5TRUCTUALLi ADEQUATE FOR 120 M.P.N. WIND5, TH15 DRAWING NESTS THE RECUIRENENT5 5ET FORTH IN CHAPTER 16 OF THE FLORIDA BUILDING CODE 2001 EDITION A5 PUBL.I5HED BY THE STATE OF FLORIDA AND ENFORCED BY THE LOCAL. JURISDICTION. JOW J. HEWERT, K PE. STATE OF FLORIDA K6. NO, 3W5 DRAWN BY: RLW GNECKF_D BY: JR DATE: 10/01/02 5GALE: AS NOTED DRAWING NO. CM - 0002 -1125 5HEET NO. Eil COPYRIGHT- 2002 LANE TRAUIIGK, C.P.l3.D./ A.I.B.D. l OF 9 5HEET5 A. G ELECTRICAL LIG-HTING FLAN WITH HVAC SUPPLY AND RETURN REGI5TER LOCATIONS SCALE:: IA5"=1'-0" 0 b 0 ELECTRIC,4L. NOTE5 El V151T 51TE AND DETERMINE REQUIREMENTS AND COSTS FoR POWER AND TELF-PI40NE CONNECTION, SERVICE EXTENSION, INCREASE IN CAPACITY, AND SERVICE EXPANSION FEES IF REQUIRED. COORDINATE WITH UTILITY COMPANY. NO COST INCREASE WILL BE ALLOWED AFTER BIDDING. E2 THERE SHALL BE NO BACK TO BACK OUTLETS OF ANY TYPE, REGARDLESS OF HOW CLOSE THEY ARE SHOWN ON THE DRAWINGS. DISPLACE THEM AT LEAST 4 INCHES AND SEPARATED BY A STUD BETWEEN OPPOSITE WALLS. E3 ALL WALL MOUNTED RECEPTACLES AND SYSTEMS OUTLETS SHALL BE MOUNTED 18" ABOVE THE FLOOR. AT RECEPTACLES ABOVE COUNTER TOPS MOUNT 6" ABOVE COUNTER UNLESS NOTED OTHERWISE. RECEPTACLE AT WORK STATIONS SHALL BE LOCATED BELOW COUNTER SURFACE AND ACCESSED THROUGH PLASTIC GROMMET OPENING IN 'TOP. HEIGHTS ARE TO CENTER OF FIXTURE. E4 PROVIDE GFI PROTECTION FOR RECEPTACLE NEAR SINKS, AS REQUIRED BY CODE, E6 ALL CONDUCTOR5 SHALL BE COPPER E-1 ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR AND IN A FIRST CLASS WOr--<KMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. 1-a ALL WORK SHALL BE DONE IN ACCORDANCE WITH N.1=.C. AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES. Elf THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK-IAN5HIP FREE OF DEFECTS FORA PERIOD OF NO LESS THAN ONE YEAR FROM THE DATE OF ACCEPTANCE, CORRECTION OF DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF INSTALLATION THAT MAY HAVE BEEN DAMAGED. Ell ALL MATERIALS AND FIXTURES SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABELS WHERE APPLICABLE. E12 CONTRACTOR SHALL PROVIDE CIRCUIT ROUTINGS TO SUIT THE JOB CONDITIONS. E13 ALL PENETRATIONS SHALL MAINTAIN THE RATING OF WALL, FLOOR, OR CEILING. E14 VERIFY CLIENT'S REQUIREMENTS AND LOCATIONS OF DEDICATED CIRCUITS. E15 ELECTRICAL SUBCONTRACTOR SHALL VERIFY AND COORDINATE ELECTRICAL REQUIREMENT5 OF EQUIPMENT PROVIDED BY OTHER SUBCONTRACTORS. E16 ELECTRICAL SUBCONTRACTOR SHALL VERIFY THAT PROPER CLEARANCE AND ACCESS IS PROVIDED FOR SELECTED FIXTURES, NOTIFY ARCHITECT IF CONFLICTS BEFORE CONSTRUCTION BEGINS. Eli TELEPHONE INSTALLATIONS SHALL MEET ALL STANDARD REQUIREMENTS OF THE LOCAL ELECTRIC UTILITY AND THE TELEPHONE COMPANY E13 FOR TELEPHONE OUTLETS, PROVIDE METAL BOX AND CONDUIT STUB UP AE30VE THE CEILING. 'TELEPHONE COMPANY SHALL WIRE THE TELEPHONES PER THE N.E.G. E19 ALL PHONE LOCATIONS SHALL BE WIRED FOR MIN 2 PHONE LINES. CONSULT CLIENT FOR EXACT NEEDS AS MORE LINES OR COMPUTER CONNECTIONS MAY BE REQUIRED, E20 COMPUTER / PRINTER / NETWORK: VERIFY WITH CLIEN THE SPECIFIC REQUIREMENTS OF THEIR MIS SYSTEM. AND PROVIDE WIRING OR CONDUIT AS NECE55AR E23 ALL ELECTRICAL SWITCH AND OUTLET BOXES IN5�TALLED IN FIRE RATED WALLS 514ALL BEAR A "UL" LAB_�L. THE AREA OF THESE BOXES SHALL BE NO MORE TL{AN 16 6.1, AND NO MORE 'THAN 100 S.I. AGGREGATE PERPOO S.F. OF WALL. BOXE5 SHALL BE INSTALLED WITH VO MORE THAN 'ie" GAP BETWEEN BOX AND DRYWALL AND SEPARATED FROM BOXES ON OPPOSITE SIDI OF WALL BY A MINIMUM DISTANCE OF 24" HVAC GENERAL NOTES REVIEW DRAWINGS AND PROVIDE ALL WORK FOR A COMPLETE AND OPERABLE SYSTEM, INCLUDING INCIDENTALS REQJIRED 13Y CODE. ANY DISCREPANCIES TO BE BROUGHT TO THE ATTIONTION OF THE GENERAL CONTRACTOR WORK SHALL COMPLY WITH THE FOLLOWING: A: ASHRAE B: 5MACNA C: STANDARD MECHANICAL CODE D: NFPA SECTION WA AND WB E: NFPA SECTION 101 LIFE SAFETY CODE. F. ALL STATE AND LOCAL CODES. 3. SUPPLY AND RETURN DUCTWORK SHALL BE 1.5", R-6 FIBERSLA55 WITH ANTIMICROBIAL COATING SEALED WITH FA13 AND MASTIC. SUPPORTS TO BE U CHANNEL, MAXIMUM D15TANCE BETWEEN MAXIMUM DISTANCE BETWEEN SUPPORTS SHALL NOT EXCEED . FIVE FEET. 4, r LEXIBLE DUCT RUNS TO BE LISTED AS CLA56 I, R-6 AND BE 13q5TALLED IN ACCORDANCE WITH THE FLORIDA ENERGY CODE. IFLEXIBLE DUCTWOW SHALL BE SUPPORTED WITH 2" METAL STRAPS. SUPPORTS SHALL BE PROVIDED WITHIN 1 112" FOOT OF INTERMEDIATE FITTINGS AND BETWEEN INTERMEDIATE FITTINGS AND BENDS. HORIZONTAL DUCT 5AG BETWEEN SUPPORTS SHALL NOT EXCEED 1/2" PER FOOT OF LENGTH. 5. EXHAUST AND OUTSIDE AIR DUCT TO BE GALVINIZED SHEET METAL, SEALED WITH APPROYED MASTIC, 6. ALL PENETRATIONS SHALL MAINTAIN THE RATING OF THE WALL OR CEILING. 1. SUPPLY AND RETURN GRILLES SHALL BE 2 X 2 PERFORATED FACE WITH FIBERGLASS BACK RETURN GRILLES INDICATED BY "L" SHALL BE FIXED 45 LOUVER FOR LARGER AIR QUANTITY. 8. CONDENSATE PIPING TO BE SCHEDULE 40 PVC WITH 112" PIPE INSULATION TO PREVENT SWEATING. PROVIDE P-TRAP WITH CLEAN-OUt AND ROUTE TO DRYWELL. g PROVIDE PROGRAMMABLE THEFN05TAT AT LOCATIONS 5HOWR THERMOSTAT SHALL BE l DAY PROGRAMMABLE AUTO CHANGE OVER WITH NIGHT SET BACK SUPPLY FAN $HALL RUN CONTINUOUSLY AND DURING OCCUPIED HOURS. 10. UPON COMPLETION HVAC CONTRACTOR TO START UP HVAC SYSTEM$ AND PROVIDE A COMFORT BALANCE TO THE SYSTEMS. HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE AND BALANCE OF THE SUPPLY AND RETURN AIR FLOW SYSTEMS. 11. CONSULT WITH CLIENT CONCERNING USING METAL OR LINED DUCT WORK METAL DUCT WOW 15 RECOMMENDED BY ARCHITECT. TO 5ERVICE (WHERE UNDERGROUND jl� SERVICE NOT REQUIRED) 200 MAIN BRED PANE METER 0 NOTE: UNDERGROUND UTILITIES OPTIONAL WHERE NOT REQUIRED 3p I CU. 1112 CONDUIT 04 CU TO GRD. ROD CUJP LECT. F15EF, •�'�, ENO SCALE w' A C HU I T ELECTRICAL 4 LIGHTING LEGEND � ELECTRICAL PANEL EXHAUST FAN, CFM NOTED AT FAN _ & 110 `/ DUPLEX OUTLE'r (IS" AFF. TYP.) TX 4' FLUORESCENT LAY -IN, 4 BULB5 _ (j�--44' INDICATES HEIGHT AFF, TO CENTER }= w EXTERIOR WATER PROOF RECEPTACLE S' FLOURE5CENT FIXTURE (2 BULB) (12 - TOTAL) �CA GROUND FAULT INTERRUPT PLACE A$ RE(2. 4' FLOURE5CENT FIXTURE (2 BULB) 220 220 VOLT RECEPTACLE ffl EXIT LIGHT ( W/ DIRECTIONAL ARROW, A5 REQ')) $ / $3 SWITCH / 3 WAY SWITCH `:i EMERGENCY LIGHT $D DIMMER SWITCI-J 6NOKE DETECTOR 4 F44 TELEPHONE JACK (] A/C DISCONNECT EXTERIOR FLOOD LIGHTS { _j SURFAGE MOUNTED CEILING FIXTURE -5c— MOUNTED LIGHT FIXTURE ® f. � _WALL RECESSED 6" DOM LIGHT FAN -LIGHT COr'1E31NArION _ - © COiMFIITER DATA OUTLET - PROVIDE CONDUIT STUB IN CEILING TRAWICK. C.P.B.D. / A.I.B.D. 2480 WIGGLEY FARMS RD. DELTONA, FLORIDA 327x5 PHONE. 386-789.5186 FAX- 386.789.6476 to -aJTfgA bTW LLI z ..._1 U Ems-+ ¢ LLl y ' a -� cn co q co L E-1 LLI LLI uW J. NERBERT, IIL P.E. STATE OF FLORIDA REG, NO.39b� EDRAWN BY: CHECKED BY: JR 5TRUCTUALLY ADEQUATE FOR 120 M.P.N. WIND5. DATE: 10/01/O2 SCALE: THIS DRAJING MEETS THE A5 NOTES REQUIREMENTS SET FORTH DRAWING NO, um IN CHAPTER 16 OF THE CM - 0002 _ 112 5 FLORIDA BUILDING CODE SHEET NO. 2001 EDITION AS PUBLISHED BY THE STATE OF FLORIDA AND ENFORCED BY THE LOCAL I JURISDICTION, COF'YRICxHT- 2002 LANE TRAWICK, C.P.B.D./ A.I.B.D. 8 OF 9 5HEE:TS 3965 5t Joh'ms P1za►i► permit szusnbers: 03-396