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HomeMy WebLinkAbout2209 French Ave - BC03-000024 (DR. QUINN) (OFFICE ADDITION) (A)PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER r rROPERTY OWNER ADDRESS PHONE NUMBER If01 Z 144 ELECTRICAL CONTRACTOR (✓kL MECHANICAL CONTRACTOR C PLUMBING CONTRACTOR �_' �. V C- -V-S^ c v\ MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # IS.Zq DATE PERMIT DESCRIPTION 1+10 PERMIT VALUATION _PIS 60c) SQUARE FOOTAGE l =7 :: ' :AV/ AlY <'� � _(LTL._ I 1 .. , � hl�l_ T._ � I__ ._ _ U_I _ _a ,� ILI "t L - U - I I II if I I El 8 4 D - EXISTING CONSTRUCTION 4 NEW CONSTRUCTION EXTERIOR ELEVATION NORTH 1 SCALE: 0" = 1'-0" 'Jill AV/ A/Y UlL F cn u 2'—l* 7 00 Ar 4 00 IF L Ar VIEW FROM O2 NEW CONSTRUCTION 0 EXISTING CONSTRUCTION NORTH ELEVATION EXTERIOR ELEVATION SOU TH 2 SCALE: 0" = 1'-0" NEW ROOF EXTENTS @ 49'41 GUTTER LINE OF IFE 'J.1 I_ L I I EXISfING 44P-311 v ROOF IT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ld I d 1 -1 L Ll FLAT Ll SLOPE ROOF IL -1,11 J, I I 1 —1 T T' I Li IL 1-1 1 11 49'-4" -- — — — — — — — — — — — — — FLAT + e - ROOF 7 ro Lu EXISTING SLOPE # 4 L _A� BUILDING T AV/ w NEW CONSTRUCTION BUILDING ILOPE OUTLINE -0 (n BELOW 25-10" En T Lu VIEW VIEW FROM FROM MATERIAL LEGEND (D 0 MATERIAL gr HEM SOU Ili WEST 0. _j 1 ARCHITECTURAL ASPHALT SH11' W.S. MATCH EXISTING A,C A.P. ELEVATION ELEVATION OMER SELF.(,'IFJ) SHINGLES TO HAVE A FLAME SPREAD :3 RATING Of 25 OR LESS 2 STONE VENEER, MATCH EXISTING A.C,A.P. EXTERIOR ELEVATION WEST 3 WED, BRONZE, ALUMINUM STOREFRONT WINDOW 4141 49'-4" 52'-2" 3 SCALE: 0" 1'-0" 4 PAINTED STUCCO FINISH, MATCH EXISTING A.C.A.P. z In 5 ALUMINUM STORFRONT DOOR cl 0 METAL DOOR, PAINTED a ROOF PLAN Ell 7 CONSTRUCTION JOINT SCALE: 1'-0" L9 Ix 8 ALUMINUM FASCIA, MATCH EXISTING A,C.A.P. EL 0 9 ALUMINUM GUTTER & DOWNSPOUTS A.C.A.P. &C,A.P. = AS CLOSELY AS POSSIBLE HATE : DD GNERS REVISIONS REVISION # 0 Al TRUSS REVISION 15 NOV 2002 LAYER MANAGER ELEVATIONS I-1 U-11_J_FC_[UFA R A, 100 VENETIAN COURT SANFORD, Ft, 32771-9546 40� PHONE: 407 3219794 FAX: 407 3219794 CELL: 321436 9581 EMAIL: dosignersarchPaol.com FL #AA0003565 DD GNERS REVISIONS REVISION # 0 Al TRUSS REVISION 15 NOV 2002 LAYER MANAGER ELEVATIONS I-1 U-11_J_FC_[UFA R A, 100 VENETIAN COURT SANFORD, Ft, 32771-9546 40� PHONE: 407 3219794 FAX: 407 3219794 CELL: 321436 9581 EMAIL: dosignersarchPaol.com FL #AA0003565 NEW EXISTING 7� KEY PLAN NO SCALE D NOR Ill Ld '21 CD tt V) yes 104 FSI (-A \4tm'000p' cri SHEET INFORMATION DATE: 23 JULY 20( DRAWN BY: SRR/ JL PROJECT NO: 2002--2, REVIEWED BY: JAG PROVIDE DOUBLE 2 X 6 TOP" PLATE ON FRAMED WALL 12'--10tg" 4 SLOPE & TRUSS HEIGHT TO MATCH EXISTING i 14'-4" 5/8" DRYWALL ENCLOSURE, INSULATE & CLIMATE -CONTROL FOR ATTIC STORAGE EXTENTS OF ATTIC STORAGE TO BE TO BE DECKED WITH 3/4" PLYWOOD II N •- EXISTING VERTIICAL PROVIDE SIMPSON BC4 TRUSS MEMEBER CONNECTION FROM TOP OF POST TO 2 X 12 BEAM MATCH EXISTING ADJACENT OVERHANG SCHEMATIC TRUSS SCALE: 3/8" 1'-0" HIP PACKAGE TRUSS 'A' 0 24" OC HANDFRAME OVER EXISTING ROOF 9 24" OC OUTLINE OF BUILDING PROFILE BELOW �� STEP—DOWN TRUSSES MATCH EXISTING OVERHAN < °- 66 11 II 11 11 11 11 il II 11 II 11 11 i11 11 )1 z 1 I LINE: OF EXISTIN ROOF - II I I I II I I II II II i I II I I II I � 6 II I I II I I I II II I II II I II S. E,= IFRA_M D4" ETALfLUMN 3/8" 4 X 1 FSTnL PLAUN2 X 4GIRDERIW/ OR D L 2 X .GIRDGUSSET ATTACHEDTO POST AND BEAM PULP - -- III I iI STAIRS azII-1/2WD� I II II II I II I eETWE_ EXTENTS -OF ATTI TORAGE•- E512 D JOISTEANGAR 1 I 1 11 1 11 1 N BUCKCONN CT0N -1 lu hl--/I'l 11 11 111 ID --I � I III II II II EA L-1 I I I ► I I i WO' D PosIEISUT� UN ER TR DX I II II II I 11 REFER TO MANUFACTURER FOR II 12 GIRDER (TYP of 4) — ROUGH OPENING REQUIREMENTS II I II I I I I II I II I � 3/16" —BAR BUCKET CONNECTION (OR BEAM lU WALL CONNECTION T1P of 4) REMOVE EXISTING II I II OVERHANG AS NECESSAR II III � I I I I I I I I II I 21-1" NEW CONSTRUCTION MATCH EXISTING OVERHANG-- -- SIMPSON MTSM16, TYPICAL EACH TRUSS >. ROOF FRAMING PLAN NEW CONSTRUCTION SCALE: 1/411 = 11 NI0QTu 91" ATTACH NEW TR SES TO F_—FRAMED WALL US M'17 1'--4" NOTE: 12'-10ij" INSULATE SPACE TO HOUSE MECHANICAL UNIT, R-14 MINIMUM TO COMPLY WITH FL BLDG CODE SLOPE & TRUSS HEIGHT SECTIONS 404.2•B.1 & TO MATCH EXISTING 604.1.ABC.1 (CLIMATE ZONE 6) TO PERMIT MECHANICAL EQUIPMENT IN ATJIC SPACES. PROVIDE 2 X 6 FRAMING N TO SUPPORT NEW TOP TRUSS ATTACH USING 16p NAIL IN 6" OFFSET NAILING PATTERN PROVIDE 3-1/2" STEEL TUBE COLUMN W/ 3/16" STEEL MATCH EXISTING ADJACENT BUCKET AND 3/16" DIAGONAL BRACE AND ATTACH TO WOOD BEAM USING 1/2" THRU BOLT PROFILE IN FIELD VERIFY ALL DIMENSIONS Na 0 ROOF FRAMING PLAN KEYNOTES 10 WINDOW HEADER. ALL WINDOWS T-0" WIDE. USE (2.) 2X61 WITH SIMPSON HEADER HANGER "HII6" OR EQUAL EXCEPT AT WINDOWS MARKED WITH KEYNOTE 2 . SSE SHEET SA FOR HEADER SCHEDULES & SUPPLEMENTARY INFORMATION. WINDOWS 3'-0" WIDE. USE (2) 2X12s WITH 112" PLYWOOD FLITCH PLATE. SEE SHEET SA FOR HEADER SCHEDULES & SUPPLEMENTARY INFORMATION. DOOR OPENING 3'-0" WIDE. USE (2) 2X10s WITH 112" PLYWOOD FLITCH PLATE. SEE SHEET 3.4 FOR HEADER SCHEDULES & SUPPLEMENTARY INFORMATION. HVAC INSTALLER : ENSURE ATTIC SPACE CLEARANCES ARE ADEQUATE FOR INSTALLATION AND SERVICE OF AIR -HANDLER UNIT AND INITIAL DUCT RUNS. VERIFY WITII TRUSS MANUFACTURER TRUSS BOTTOM CHORD IS OF SUFFICIENT STRENG I HTO SUPPORT THE WEIGH I OF .314" PLYWOOD DECKING AND (2) HVAC AIR -HANDLER UNI1 S. TRUSS MANUFACTURER: NO -1RUSS WEBBING T MIS AREA, AREA TO REMAIN OPEN FOR HVAC INSTALLATION, REFER TO PLANS FOR SUPPLEMENTARY DETAILS. COORDINATE WITI I HVAC INSTALLER TO ENSURE BOTTOM CHORD SUFFICIENT TO SUPPORT THE WEIQ1 I r OF 3/4" PLYWQQD DECKING AND (2) HVAC AIR -HANDLER UNITS ALONG WI rH INITIAL 51IEFT ME IAL DUCT RUNS. EXISTING ROOF STEP-DOWN TRUSS STEP-DOWN TRUSS, GIRDER ®HEADER AT FRONT DOOR (NOT SHOWN FOR CLARITY): (2) 2X12s WITH •I/2" PLYWOOD FLITCH PLATE. HEADER AT INSIDE DOORS IN BEARING WALL: (2) 2X12s WITH 1/2" PLYWOOD FLITC1I PLATE. TRUSSES TO BE ENGINEERED BY TRUSS MANUFACTURER DESIGNERS ARCHITECTURAL P. A. 100 VENETIAN COURT SANFORD, FL 32771-9546 0 PHONE: 407 321 9794 PROVIDE DOUBLE 2 X 6 TOP" PLATE ON FRAMED WALL 12'--10tg" 4 SLOPE & TRUSS HEIGHT TO MATCH EXISTING i 14'-4" 5/8" DRYWALL ENCLOSURE, INSULATE & CLIMATE -CONTROL FOR ATTIC STORAGE EXTENTS OF ATTIC STORAGE TO BE TO BE DECKED WITH 3/4" PLYWOOD II N •- EXISTING VERTIICAL PROVIDE SIMPSON BC4 TRUSS MEMEBER CONNECTION FROM TOP OF POST TO 2 X 12 BEAM MATCH EXISTING ADJACENT OVERHANG SCHEMATIC TRUSS SCALE: 3/8" 1'-0" HIP PACKAGE TRUSS 'A' 0 24" OC HANDFRAME OVER EXISTING ROOF 9 24" OC OUTLINE OF BUILDING PROFILE BELOW �� STEP—DOWN TRUSSES MATCH EXISTING OVERHAN < °- 66 11 II 11 11 11 11 il II 11 II 11 11 i11 11 )1 z 1 I LINE: OF EXISTIN ROOF - II I I I II I I II II II i I II I I II I � 6 II I I II I I I II II I II II I II S. E,= IFRA_M D4" ETALfLUMN 3/8" 4 X 1 FSTnL PLAUN2 X 4GIRDERIW/ OR D L 2 X .GIRDGUSSET ATTACHEDTO POST AND BEAM PULP - -- III I iI STAIRS azII-1/2WD� I II II II I II I eETWE_ EXTENTS -OF ATTI TORAGE•- E512 D JOISTEANGAR 1 I 1 11 1 11 1 N BUCKCONN CT0N -1 lu hl--/I'l 11 11 111 ID --I � I III II II II EA L-1 I I I ► I I i WO' D PosIEISUT� UN ER TR DX I II II II I 11 REFER TO MANUFACTURER FOR II 12 GIRDER (TYP of 4) — ROUGH OPENING REQUIREMENTS II I II I I I I II I II I � 3/16" —BAR BUCKET CONNECTION (OR BEAM lU WALL CONNECTION T1P of 4) REMOVE EXISTING II I II OVERHANG AS NECESSAR II III � I I I I I I I I II I 21-1" NEW CONSTRUCTION MATCH EXISTING OVERHANG-- -- SIMPSON MTSM16, TYPICAL EACH TRUSS >. ROOF FRAMING PLAN NEW CONSTRUCTION SCALE: 1/411 = 11 NI0QTu 91" ATTACH NEW TR SES TO F_—FRAMED WALL US M'17 1'--4" NOTE: 12'-10ij" INSULATE SPACE TO HOUSE MECHANICAL UNIT, R-14 MINIMUM TO COMPLY WITH FL BLDG CODE SLOPE & TRUSS HEIGHT SECTIONS 404.2•B.1 & TO MATCH EXISTING 604.1.ABC.1 (CLIMATE ZONE 6) TO PERMIT MECHANICAL EQUIPMENT IN ATJIC SPACES. PROVIDE 2 X 6 FRAMING N TO SUPPORT NEW TOP TRUSS ATTACH USING 16p NAIL IN 6" OFFSET NAILING PATTERN PROVIDE 3-1/2" STEEL TUBE COLUMN W/ 3/16" STEEL MATCH EXISTING ADJACENT BUCKET AND 3/16" DIAGONAL BRACE AND ATTACH TO WOOD BEAM USING 1/2" THRU BOLT PROFILE IN FIELD VERIFY ALL DIMENSIONS Na 0 ROOF FRAMING PLAN KEYNOTES 10 WINDOW HEADER. ALL WINDOWS T-0" WIDE. USE (2.) 2X61 WITH SIMPSON HEADER HANGER "HII6" OR EQUAL EXCEPT AT WINDOWS MARKED WITH KEYNOTE 2 . SSE SHEET SA FOR HEADER SCHEDULES & SUPPLEMENTARY INFORMATION. WINDOWS 3'-0" WIDE. USE (2) 2X12s WITH 112" PLYWOOD FLITCH PLATE. SEE SHEET SA FOR HEADER SCHEDULES & SUPPLEMENTARY INFORMATION. DOOR OPENING 3'-0" WIDE. USE (2) 2X10s WITH 112" PLYWOOD FLITCH PLATE. SEE SHEET 3.4 FOR HEADER SCHEDULES & SUPPLEMENTARY INFORMATION. HVAC INSTALLER : ENSURE ATTIC SPACE CLEARANCES ARE ADEQUATE FOR INSTALLATION AND SERVICE OF AIR -HANDLER UNIT AND INITIAL DUCT RUNS. VERIFY WITII TRUSS MANUFACTURER TRUSS BOTTOM CHORD IS OF SUFFICIENT STRENG I HTO SUPPORT THE WEIGH I OF .314" PLYWOOD DECKING AND (2) HVAC AIR -HANDLER UNI1 S. TRUSS MANUFACTURER: NO -1RUSS WEBBING T MIS AREA, AREA TO REMAIN OPEN FOR HVAC INSTALLATION, REFER TO PLANS FOR SUPPLEMENTARY DETAILS. COORDINATE WITI I HVAC INSTALLER TO ENSURE BOTTOM CHORD SUFFICIENT TO SUPPORT THE WEIQ1 I r OF 3/4" PLYWQQD DECKING AND (2) HVAC AIR -HANDLER UNITS ALONG WI rH INITIAL 51IEFT ME IAL DUCT RUNS. EXISTING ROOF STEP-DOWN TRUSS STEP-DOWN TRUSS, GIRDER ®HEADER AT FRONT DOOR (NOT SHOWN FOR CLARITY): (2) 2X12s WITH •I/2" PLYWOOD FLITCH PLATE. HEADER AT INSIDE DOORS IN BEARING WALL: (2) 2X12s WITH 1/2" PLYWOOD FLITC1I PLATE. TRUSSES TO BE ENGINEERED BY TRUSS MANUFACTURER DESIGNERS ARCHITECTURAL P. A. 100 VENETIAN COURT SANFORD, FL 32771-9546 PHONE: 407 321 9794 FAX: 407 3219794 CELL: 321436 9581 EMAIL: designersarch@aol.com FL #AA0003555 NEW EXISTING KEY PLAN aC> NO SCALE NORTH w LI3 LIJ 2 cn 0 r-^1 0-4 4 y C4-1 SHEET INFORMATION_ DATE: 23 JULY 20( DRAWN BY: SRR/ JL PROJECT NO: 2002-2 REVIEWED BY: JAG REVISIONS REVISION # DAIE TRUSS REVISION 15 NOV 2002 LAYER MANAGER ROOF FRAMING PLAN KEY NOTES TRUSS SCI--IEMATIC ` ti. `� '.. s X ` .! {f> u 9 h (} 9Y LIFE SAFETY LEGEND ARCHITECTURAL WATER PROJECT REQUIREMENTS & COMPLIANCE GENERAL NOTES CODE INFORMATION g (l EXIT SIGN; SHADED AREA DENOTES EXIT DIRECTION APPLICABLE CODES: OCCUPANT LOAD EMAIL: designersarch@aol.com FOUNTAINS NEW EXISTING REQUIRED FIXTURES_: JNO SCALE NORTH 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO THE PREPARATION OF HIS BID • FIRE EXTINGUISHER, WALL -MOUNTED CITYOf SANFORD `' — OCCUPANCY PER FLORIDA BUILDING CODE (1) ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY NONE AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONDITIONS OF THE SERVICE U ., HAVING JURISDICTION. SINK CONSTRUCTION AREA AND THE WORK REQUIRED TO PERFORM THE WORK OF THIS BOTTLED 6 EXAM SINKS EXISTING FIXTURES 2 CONTRACT, OBTAIN DIMENSIONS BY CALCULATION; DO NOT SCALE THE DRAWINGS. CC]FEC FIRE EXTINGUISHER IN CABINET FLORIDA BUILDING CODE 2001 BUSINESS : 1 PERSON PER 100 S.F. GR05S = 4,200 1 100 = 42 OCCUPANTS 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE ° IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL REQUEST CLARIFICATION 1 KITCHEN DATE: 23 JULY 20( DRAWN BY: SRR/ JL PROJECT NO: 2002-2 REVIEWED BY: JAG WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: SINK FROM THE ARCHITECT PRIOR TO CONTINUING CONSTRUCTION OF THE AREA IN 1 FIRE ALARM MANUAL PULL STATION FLORIDA ACCESSIBILITY coDE , zool EXIT REQUIREMENTS ; 0 QUESTION BOTTLED 6 EXAM SINKS TOTAL PROVIDED3 (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1 WATER j FIRE ALARM SIGNAL DEVICE LIFE SAFETY CODE , • , 1997 NFPA 101 with STATE AMENDMENTS BUSINESS (B) LOCAL, STATE AND FEDERAL BODIES 2. UNLESS OTHERWISE NOTED OR DETAILED, PIPE CHASE WALLS WITH A THICKNESS 1994 cuRRENTLY ENFoacEp ( ) PROVIDED SINK (C) STANDARD BUILDINC,CODES GREATER THAN 4" SHALL BE CONSTRUCTED OF 2112" METAL STUDS WITH ONE LAYER SD SMOKE DETECTOR 2 EXITS REQUIRED PER FLOOR PER 10422 (BASED ON OCCUPANT LOAD FOR 1 500 .. (D) STANDARD PLUMBING CODES. (E) NATIONAL ELECTRICAL CODE 518" GYPSUM BOARD EACH SIDE OF CHASE WALL, PROVIDE METAL OR GYPSUM BOARD CROSS BRACES AS REQUIRED TO ADEQUATELY BRACE THE WALL AND TO OCCUPANCY CLASSIFICATION: OCCUPANTS) MAINTAIN THE RATING OF THE PARTITION. HOLD CHASE WALLS TO MINIMUM HD HEAT DETECTOR _ GROUP 200 FEET MAXIMUM TRAVEL DISTANCE TO EXIT (UNSPRINKLERED) PER FBC � 3. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE DIMENSIONS. , EMERGENCY LIGHTING, BATTERY PACKS FLORIDA BUILDING CODE: BUSINESS - B , •=aOaFEEJLMAXM VEL-als&TANeE-TaC-XI•�(UNSPRINKL6RE�pPER-NEPA 0 SOILS REPORT. OBTAIN FROM THE OWNER THE CURRENT COPY OF THE SOILS 3. VERTICAL PIPING LOCATED WITHIN THE STUD SPACE OF PARTITIONS SHALL BE FULLY u 1.: INVESTIGATION REPORT. ENCLOSED WITH A FULL THICKNESS OF GYPSUM BOARD ON EACH SIDE OF THE STUD. LIFE SAFETY (NEPA) : EXISTING BUSINESS, CHAPTER 39 20 FEET MAXIMUM DEAD END CORRIDOR (UNSPRINKLERED) C PROVIDE 6" STUDS WHERE REQUIRED TO CONCEAL PIPING AND OTHER ITEMS ..� FIRE ALARM ENUNCIATOR '�, 4. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL 'BE OCCURRING WITHIN PARTITIONS, BUILDING TYPE : 75 FEET MAXIMUM COMMON PATH OF TRAVEL (UNSPRINKLERED) CONTRACTOR AND ALL AREAS SHALL LEFT IN A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION. 4. RECESSES FOR ITEMS IN EXCESS OF 16 SQ. INCHES, SUCH AS ELECTRICAL PANELS, FIRE EXINGUISHER CABINETS, L C., LOCATED IN RATED PARTITIONS SHALL BE FACED FLORIDA BUILDING CODE: TYPEV (5) UNPROTECTED, UNSPRINKLERED MIN EXIT DOOR CLEAR WIDTH = 32" 5. IT IS UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND WITH GYPSUM BOARD TO CREATE: A FIVE -SIDED ENCLOSURE REQUIRED TO MAINTAIN CLEAR EXIT WIDTH IN INCHES 44 MATERIALS: CMU WALLS, WOOD TRUSSES, ASPHALT SHINGLES AND AND METAL STUD MIN AISLE (44") INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. IN NO THE RATING OF THE PARTITION IN W( IICH THE ITEM OCCURS. 62 OCCUPANT CAPACITY COUNT INTERIOR WALLS CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. 5, ELECTRICAL DEVICES WHICH OCCUR IN RATED PARTITIONS SHALL BE LOCATED SO 2" EGRESS WIDTH PER PERSON (HORIZONTAL EGRESS) THAT BACKBOXES WITHIN A SINGLE STUD CAVITY SHALL NOT EXCEED A TOTAL OF 16 BUILDING AREJIA : , ,. 2' PER 42 PERSONS = 8.4" REQUIRED TOTAL EXIT WIDTH 6. ALL TRADES SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF TRADE -SPECIFIC PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE SQUARE INCHES IN AREA OR EXCEED A TOTAL OF 100 SQUARE INCHES IN ANY 100 SQUARE FEET OF,WALL AREA, BOXES LOCATED ON OPPOSITE SIDES OF WALLS OR NOTES ALLOWED, PER FLORIDA BUILDING CODE ; SEE LIFE SAFETY PLANS FOR ACTUAL EXIT WIDTHS ' ` EXECUTION AND COMPLETION OF THE WORK, AND THE OCCUPANCY OF THE WORK. PARTITIONS SHALL BE SEPARATED BY A MIN. HORIZ, DISTANCE OF 24". WHERE THIS REQUIREMENT CANNOT BE MET, BACKBOXES. IN EXCESS OF THE ALLOWED MAXIMUM BUSINESS: 51,000 S.F 1 STORY SEE LIFE SAFETY PLANS FOR ACTUAL EXIT WIDTHS 7, EXISTING CONDITIONS: THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND SHALL BE BACKED WITH GYPSUM BOARD TO CREATE A FIVE -SIDED ENCLOSURE. FIELD -COORDINATE THE CORRECTIVE ACTION. 1. PROVIDE 10 LB. 4A-60B:C MULTI-PURPOSE FIRE EXTINGUISHERS IN 100% INCREASE ALLOWED WITH 30' HORIZONTAL FROM STREETS or UNLIMITED INCREASE WITH SPRINKL RS 8. AS REQUIRED, THE GENERAL CONTRACTOR SHALL NOTIFY THE 6. JOINTS WHICH OCCUR IN RATED PARTITIONS SHALL BE STAGGERED A MINIMUM OF ONE STUD SPACE OR 24" BOTH HORIZONTALLY & 12" VERTICALLY. WHERE OPENINGS RECESSED CABINETS AS INDICATED ON PLAN, AND 60' OF OPEN SPACE ALL SIDES �.;, ; INTERIOR FINISHES: ARCHITECT/DESIGNER OF ALL CONFLICTS AND DISCREPANCIES THAT AFFECT THE ARE MADE IN EXISTING RATED PAR IITIONS, OR WHERE OPENINGS IN EXISTING ' EXISTING BUILDING AREA 2,700 S.F. WORK PRIOR TO PROCEEDING WITH SAID WORK. PARTITIONS ARE CLOSERS, THE EXISITNG GYPSUM BOARD BOARD MAY BE REMOVED NEW BUILDING AREA 1,500 S.F. INTERIOR WALL FINISHES TO BE CLASS A OR B IN EXITS OR ENCLOSED CORRIDORS. g, DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS WILL GOVERN. LARGE-SCALE ON ONE SIDE OF THE PARTITIONS BACK TO THE NEXT STUD TO ASSURE THE PROPER STAGGERING OF THE JOINTS. DRAWINGS SHALL GOVERN OVER SMALLER -SCALED DRAWINGS. CONTACT TOTAL BUILDING AREA 4,200 S.F. FLOOR FINISHES SHALL BE CLASS I OR II IN EXITS AND CORRIDORS. ARCHITECT/DESIGNER TO CONFIRM ALL DISCREPANCIES. 7. DIMENSIONS ARE FACE TO FACE OF MASONRY WALLS AND TO FINISH FACE OF STUD VESTIBULE FINISHES SHALL NOT EXCEED CLASS B 10. CONFIRM ALL HORIZONTAL DIMENSION$ WITH PLANS AND IN FIELD PRIOR TO PARTITIONS, SIRE SEPARATIONS: WHERE MORE THAN ONE MEANS OF EGRESS 15 REQUIRED FROM ANY ACCESSIBLE FABRICATION AND/OR CONSTRUCTION. , 8. METAL STUD GAGES FOR INTERIM PARTITIONS SHALL BE AS RECOMMENDED BY AND/OR REQUIRED BY THE STUD MANUFACTURER FOR EACH SPECIFIC CONDITION. SPACE THEN AT LEAST TWO ACCESSIBLE MEANS OF EGRESS MUST BE PROVIDED. 11. THE ARCHITECTIDESIGNER SHALL NOT BE HELD RESPONSIBLE FOR WORK . BUSINESS: 1 HOUR BETWEEN TENANTS (SECTION 1004.3,1) DOORS SHALL SWINGIN THE DIRECTION OF EGRESS TRAVEL PERFORMED NOT IN ACCORDANCE WITH THESE DOCUMENTS NOR FOR W A L L WALL LEGEND WHEN SERVING 50 OR MORE OCCUPANTS (SECTION 1012.1.2) MEANS OF EGRESS SHALL BE ILLUMINATED TO AT LEAST ONE FOOT-CANDLE, MEASURED AT THE FLOOR. MISINTERPRETATION OF THE DRAWINGS, NOR FOR UNSATISFACTORY WORK BY CONTRACTOR. BUILDING HEIGHT : G (SECTIONS 1016.1) NON -RATED PARTITION 55'-0" MAXIMUM ALLOWABLE HEIGHT PER TABLE 500 EMERGENCY LIGHTING SHALL BE PROVIDED FOR A PERIO D OF 1 112 HOURS IN THE 12. ALL ELECTRICAL AND MECHANICAL INFORMATION CONTAINED IN THESE DRAWINGS 15 SOLELY FOR THE PURPOSE OF COORDINATION OF THE ARCHITECT/DESIGNER'S WORK. '"E I E W Ev- Aw EVENT OF NORMAL LIGHT FAILURE. INITIAL ILLUMINATION MUST BE AN AVERAGE OF ACTUAL HEIGHT = � 14'-6" AT LEAST ONE -FOOT CANDLE & A MINIMUM AT ANY POINT OF .2 FOOT-CANDLE ALOdG' THE PATH OF EGRESS AT FLOOR LEVEL. 1016,2,2 & 3) 13. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE LAWS RELATING TO Bp (SECTIONS ACCESSIBILITY FOR THE DISABLED. FLORIDA STATUTES, CHAPTER 553, PART V, FLORIDA ACCESSIBILITY CODE.qord Src Preventio.,fii. it MEANS OF EGRESS SHALL BE MARKED BY SIGNS, EXCEPT WHERE A MAIN ENTRANCE SERVES AS AN EXIT & IS VISIBLE 1 U [ HE OCCUPANTS. (SECTIONS 1016.3.1 &3.33) 13 Date: �–; 1 n r LUMBING FIXTURE REQUIREMENTS OCCUPANTS LOAD PER TABLE 403,1 (2001 PLUMBING CODE) 1 BUSINESS ! OFFICE OCCUPANCY ARCHITECTURAL WATER LAVATORIES SHOWERS DF1 li�iNG OTHER PHONE: 407 3219794 CLOSETS CELL: 321 436 9581 EMAIL: designersarch@aol.com FOUNTAINS NEW EXISTING REQUIRED FIXTURES_: JNO SCALE NORTH ¢ w cn 1 PER 50 1 PER 80 1 PER 100 1 (OCC. / 100 S.F. FOR 4,200 S.F.) = 42 OCCUPANTS (1) (1) NONE :0) SERVICE U ., 4* SINK BOTTLED 6 EXAM SINKS EXISTING FIXTURES 2 2 0 i "CATER 1 LAB SINK 1---1 ° CURRENTLY 1 KITCHEN DATE: 23 JULY 20( DRAWN BY: SRR/ JL PROJECT NO: 2002-2 REVIEWED BY: JAG PROVIDED SINK NEW FIXTURES 1 1 1 0 0 BOTTLED 6 EXAM SINKS TOTAL PROVIDED3 3 1 WATER 1 LAB SINK CURRENTLY 1 KITCHEN PROVIDED SINK NOTE: AT LEAST ONE FIXTURE OF EACH TYPE SHALL BE HANDICAP ACCESSIBLE DRAWING SYMBOL LEGEND A DETAIL NUMBER ------------------- -------- LINES OF CEILING CHANGES at SOFFITS, OVERHANGS, ETC, 4 4 THRU-BUILDING SECTION DETAIL WILL APPEAR Q� OPJ THIS PAGE i COLUMN GRID REFERENCE NUMBER or LETT-ERIl'ORD OUILDING DEPT. �I FULL WALL SECTION L3 }._ _.} ._._. _ THESE PLANS ARE RE"VI£WED AND CONDITION LLY I ACCEPTED FOR PERMI r A PERMIT ISSUED SHA BE CONSTRUED TO FJE A LICENSE 'r0 PROCEED ' 11TH THE V;ORI, AND NOT AS AUTHORITY TO VIOL TE, UANC[J AL JF F?, OR SET ASIDE:At1LF.., H:. „, TI -101 DOOR NUMBER PROVISION (a . ' r It FCCHNICAL CODES, NOR SF C :� ISSUA-I� E OF ' FRiMilT PREVENT rHB E UIL ING; 4 ....«_._.D PARTIAL SECTION DEPT FROM THEE n,.-TcR REQUIRING A CORE EC-- TiON OF ERROR, (pi "rHF- FLANS,C i `,1 OR OTI-JE:R bIn OVSTRUC IO�J LAYICNvS OF COLIES. DETAIL or ENLARGED PLAN REFERENCE 4 A5 2 INTERIOR ELEVATION TAG rm mm ..�. IT #p Volnn2 1Q- PARTITION TYPE ( SEE SCHEDULE THIS SHEET) cEu.nJc NF'161! If I REVISION CLOUD & REVISION NUMBER CEILING NOTE ( TYPE, REFERENCE, HEIGHT) CEILING MATERIAL OFFICE D or T'rPF J_ ti DESIGNERS ARCHITECTURAL P. A. 100 VENETIAN COURT SANFORD, FL 32771-9546 PHONE: 407 3219794 FAX: 407 3219794 CELL: 321 436 9581 EMAIL: designersarch@aol.com FL #AA0003555 NEW EXISTING �r\ KEY PLAN JNO SCALE NORTH ¢ w cn Ld 1 Z U ., 4* P 1---1 ° 4* SHEE I INFORMA TION DATE: 23 JULY 20( DRAWN BY: SRR/ JL PROJECT NO: 2002-2 REVIEWED BY: JAG REVISIONS REVISION # DATE LAYER MANAGER : CODE INFO CODEDATA GENERALINFO 0 7 19 EXISTING WINDOW CONDITION AND EXTENTS 11 1 NNW H 1. 4'-0" I 2'- moi" ol P. A. OAF DEMOLISH AREAS A& C FIRST, CHECK FOR STRUCTURAL VIABILITY OF REMAINING KNEE WALL B WINDOW INFILL DEMO NOTES DEMOLISH EXISTING WINDOW & FRAME FROM FLOOR TO EXTENTS SHOWN, PREPARE FOR NEW CORRIDOR IF STRUCTURALLY SOUND, KEEP CMU THIS LOCATION TO PROVIDE BASE FOR FRAMING INFILL INDICATED IN NOTE 'V ❑C INFILL FROM TCP OF EXISTING BLOCK 'B' TO TOP OF DEMOLISHED WINDOW EXTENTS SHOWN [] IF EXISTING CMU '2' 1S NOT STRUCTURALLY SOUND, DEMOLISH ENTIRE i"J AREAS 'B' AND 'C' IN PREPARATION FOR COMPLETE NEW INFILL vwl GENERAL DEMOLITION NOTES 1. 4'-0" I 2'- moi" ol P. A. EXTENTS OF I NEW CORRIDOR OPENING B IF REMAINING WALL B IS NOT STRUCTURALLY SOUND, DEMOLISH AND PREPARE FOR CMU INFILL WINDOW INFILL DEMO NOTES DEMOLISH EXISTING WINDOW & FRAME FROM FLOOR TO EXTENTS SHOWN, PREPARE FOR NEW CORRIDOR IF STRUCTURALLY SOUND, KEEP CMU THIS LOCATION TO PROVIDE BASE FOR FRAMING INFILL INDICATED IN NOTE 'V ❑C INFILL FROM TCP OF EXISTING BLOCK 'B' TO TOP OF DEMOLISHED WINDOW EXTENTS SHOWN [] IF EXISTING CMU '2' 1S NOT STRUCTURALLY SOUND, DEMOLISH ENTIRE i"J AREAS 'B' AND 'C' IN PREPARATION FOR COMPLETE NEW INFILL vwl GENERAL DEMOLITION NOTES 1. 4'-0" I 2'- moi" ol P. A. iC_ coI I SANFORD, FL EXTENTS OF EXISTING OPENING, POSSIBLE DEMOLITIONS & INFILLS WINDOW INFILL DEMO NOTES DEMOLISH EXISTING WINDOW & FRAME FROM FLOOR TO EXTENTS SHOWN, PREPARE FOR NEW CORRIDOR IF STRUCTURALLY SOUND, KEEP CMU THIS LOCATION TO PROVIDE BASE FOR FRAMING INFILL INDICATED IN NOTE 'V ❑C INFILL FROM TCP OF EXISTING BLOCK 'B' TO TOP OF DEMOLISHED WINDOW EXTENTS SHOWN [] IF EXISTING CMU '2' 1S NOT STRUCTURALLY SOUND, DEMOLISH ENTIRE i"J AREAS 'B' AND 'C' IN PREPARATION FOR COMPLETE NEW INFILL vwl GENERAL DEMOLITION NOTES 1. CONTRACTOR SHALL ARRANGE AND PAY FOR DISCONNECTING, P. A. iC_ DIE I lS L L_ EXTENTS OF SANFORD, FL INFILL WITH CMU PER D ABOVE NEW CORRIDOR ss� • OPENING AND BUILDING MANAGER IN ADVANCE AND OBTAIN APPROVAL DB IF REMAINING WALL, B IS STRUCTURALLY SOUND, INFILL WITH CMU ABOVE PER C WINDOW INFILL DEMO NOTES DEMOLISH EXISTING WINDOW & FRAME FROM FLOOR TO EXTENTS SHOWN, PREPARE FOR NEW CORRIDOR IF STRUCTURALLY SOUND, KEEP CMU THIS LOCATION TO PROVIDE BASE FOR FRAMING INFILL INDICATED IN NOTE 'V ❑C INFILL FROM TCP OF EXISTING BLOCK 'B' TO TOP OF DEMOLISHED WINDOW EXTENTS SHOWN [] IF EXISTING CMU '2' 1S NOT STRUCTURALLY SOUND, DEMOLISH ENTIRE i"J AREAS 'B' AND 'C' IN PREPARATION FOR COMPLETE NEW INFILL vwl GENERAL DEMOLITION NOTES 1. CONTRACTOR SHALL ARRANGE AND PAY FOR DISCONNECTING, P. A. REMOVING AND CAPPING OF UTILITY SERVICES WITHIN AREAS DIE I lS L L_ SANFORD, FL INFILL WITH CMU PER D ABOVE WINDOW INFILL DEMO NOTES DEMOLISH EXISTING WINDOW & FRAME FROM FLOOR TO EXTENTS SHOWN, PREPARE FOR NEW CORRIDOR IF STRUCTURALLY SOUND, KEEP CMU THIS LOCATION TO PROVIDE BASE FOR FRAMING INFILL INDICATED IN NOTE 'V ❑C INFILL FROM TCP OF EXISTING BLOCK 'B' TO TOP OF DEMOLISHED WINDOW EXTENTS SHOWN [] IF EXISTING CMU '2' 1S NOT STRUCTURALLY SOUND, DEMOLISH ENTIRE i"J AREAS 'B' AND 'C' IN PREPARATION FOR COMPLETE NEW INFILL vwl GENERAL DEMOLITION NOTES DESIGNERS 1. CONTRACTOR SHALL ARRANGE AND PAY FOR DISCONNECTING, P. A. REMOVING AND CAPPING OF UTILITY SERVICES WITHIN AREAS 100 VENETIAN COURT SANFORD, FL OF DEMOLITION, NOTIFY THE AFFECTED UTILITY COMPANY 32771-9546 ss� • AND BUILDING MANAGER IN ADVANCE AND OBTAIN APPROVAL FAX: 407 3219794 CELL: 321436 9581 BEFORE STARTING THIS WORK. LOCATE AND PROTECT ALL EMAIL: designersarch(aaol.com FL #AA0003555 NEW EXISTING UNDERGROUND PIPES & UTILITIES. CONTRACTOR SHALL REPAIR NO SCALE N6RTH DAMAGE TO BUILDING, SIDEWALK, CURBS, PAVEMENT OR BELOW Lu cn GROUND UTILITIES CAUSED FROM HIS WORK, 2. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMODATE NEW WORK, INCLUDING THAT REQUIRED FOR Fes.. Q CD CONNECTION TO THE EXISTING BUILDING. PROTECT EXISTING C/) FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS, PHASE oho DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE, 3• PERFORM DEMOLITION IN ACCORDANCE WITH ALL APPLICABLE q AUTHORITIES HAVING JURISDICTION. REPAIR ALL DEMOLITION "Tj PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE OWNER. :ORRIDOR 4. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM o00 0 SHEEN' INFORMATION SITE UPON COMPLETION OF WORK. LEAVE SITE CLEAN AND DATE: 23 JULY 20( . DRAWN BY: SRR/ JL' PROJECT NO: 2002-2 AND BROOM SWEPT. POLICE SITE DEBRIS DAILY. JAG 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL AND STATE PERMITS REQUIRED FOR PERFORMANCE OF THE WORK PRIOR TO THE START OF ANY WORK. 6. CONTRACTOR OR HIS ON-SITE SUPERINTENDENT IS RESPONSIBLE FOR THE SAFETY AND CONTROL OF HIS WORKERS AND THE PUBLIC AND SHALL ENFORCE ALL OSHA REGULATIONS, 7. THIS SHEET INDICATES GENERALLY WHERE DEMOLITION OF EXISTING CONSTRUCTION IS TO OCCUR. THE DEMOLITION SHOWN ON THIS SHEET IS NOT INTENDED TO LIMIT OR FULLY DEFINE THE SCOPE OF ITEMS TO BE DEMOLISHED. NOR IS IT INTENDED TO REPRESENT ALL EXISTING FEATURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYING THE AREA OF DEMOLITION PRIOR TO THE PREPARATION OF HIS EXISTING BUILDING BID TO BECOME FAMILIAR WITH THE EXISTING CONSTRUCTION. OBTAIN CLARIFICATION FROM WHERE DEMOLITION IS TO (NOT SHOWN IN ENTIRETY) OCCUR FROM THE ARCHITECT PRIOR TO CONTINUING DEMOLITION WHEN UNUSUAL CONDITIONS EXIST. CORRIDOR 8. SPECIFIC DEMOLITION IS NOT INDICATED IN AREAS WHERE IT MAY BE NECESSARY TO DEMOLISH ALL OR A PORTION OF AN EXISTING BUILDING COMPONENT TO GAIN ACCESS TO AREAS FOR EXTENSION OR TIE-IN TO BUILDING SYSTEMS, OR WHICH MAY BE REQUIRED TO INSTALL NEW CONSTRUCTION INDICATED ON THE DRAWINGS 9. ALL ITEMS REMOVED BY DEMOLITION OPERATIONS SHALL BE THE PROPERTY OF THE CONTRACTOR UNLESS SPECIFICALLY INDICATED ON THESE: DRAWINGS OR IDENTIFIED BY THE OWNER TO REMAIN ;)(, BE RELOCATED. REMOVAL OF THESE .AB AREA ITEMS DEMOLISHED IS THE RESPONSIBILITY OF THE CONTRACTOR. 10.. PRIOR TO BEGINNING DEMOLITION OPERATIONS, THE CONTRACTOR SHALL SURVEY THE DEMOLITION IN THE _ PRESENCE OF THE OWNER'S REPRESENTATIVE TO IDENTIFY ANY EXISTING ITEMS TO REMAIN OR BE RELOCATED WHICH ARE MARRED,DAMAGED OR OTHERWISE NOT IN "LIKE NEW" CONDITION. THESE HIEIMS AND THEIR CONDITION ARE TO BE LISTED IN, A DAMAGE SURVEY ACCEPTED BY THE CONTRACTOR AND. THE OWNER. ANY EXISTING ITEMS - TO REMAIN OR BE RELOCATED TO MATCH EXISTING. DAMAGED OR BLEMISHED ITEMS NOT SPECIFICALLY ACKNOWLEDGED ON THE DAMAGE SURVEY SHALL BE ASSUMED TO BE DAMAGED BY CONSTRUCTION AND • REPAIRED AT NO ADI?ITI�NAL COST TO THE OWNER. 11. REMOVE EXISTING FLOOR AND WALL COVERINGS IN AREAS SCHEDULED TO RECEIVE NEW FINISHES. WHERE REQUIRED TO PROVIDE A NEW SURFACE ACCEPTABLE TO RECEIVE A NEW FINISH, PROVIDE LEVELING OR PATCHING COMPOUND TO ACHIEVE AN ACCEPTABLE SUBSTRATE, 12. CONTRACTOR SHALL PROTECT EXTERIOR LOAD BEARING WALLS AND STRUCTURES FROM DAMAGE BY BRACING OR SHORING AS NEEDED AND SHALL MAINTAIN SHORING UNTIL DEMOLITION IS COMPLETE, ASSUME LIABILITY FOR SUCH MOVEMENTS, SETTLEMENT, DAMAGE OR INJURY. 13. CONTRACTOR TO PROTECT EXISTING LANDSCAPING 14. PROVIDE, ERECT AND MAINTAIN BARRICADES, LIGHTING AND GUARD RAILS AS REQUIRED BY APPLICABLE REGULATORY ADVISORY TO PROTECT OCCUPANTS OF BUILDING, WORKERS, AND PEDESTRIANS. USE DESIGNATED TRAFFIC PATHS, ENTRANCES, PARKING, STAGING AND STORAGE AREAS ONLY AND KEEP CONSTRUCTION ACTIVITIES, VEHICLES AND EQUIPMENT FROM INTERFERING WITH TRAFFIC FLOW OR OWNER'S USE. 15, CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER TO VERIFY THAT EXISTING LANDSCAPE MATERIALS ARE ACCOUNTED FOR ON THE NEW LANDSCAPE PLAN. VERIFY WHAT EXISTING MATERIALS ARE TO BE REMOVED, SAVED, ETC.) 16. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER TO VERIFY THAT EXISTING LANSCAPE IRRIGATION SYSTEM IS ACCOUNTED FOR ON NEW LANDSCAPE PLAN. 17. IF SITE IS DRAINED BY AN UNDERGROUND STORM SYSTEM, CONTRACTOR TO VERIFY WITH CIVIL ENGINEER THAT _ GRADING IS COORDINATED WITH EXISTING UNDERGROUND WALL PARTITION TYPES OKEYED DEMOLIT ON OTS ITEM/PARTITION TO BE DEMOLISHED ❑ DEMOLISH EXISTING WINDOW & FRAME THIS SHEET, PREPARE FOR NEW CORRIDOR FROM FLOOR TO LINTEL PER WINDOW DEMO DETAIL OPENING. NEW PARTITION THIS LOCATION, PREPARE ADJACENT DEMOLISH EXISTING PARTITION FROM SLAB TO CEILING, TYPICAL, FOR NEW CORRIDOR OR DEMOLISHED ITEM/PARTITION TO RECEIVE NEW OFFICE PARTITION PARTITION CONNECTIONS) DEMOLISH EXISTING ROOF FRAMING NECESSARY FOR NEW ROOF CONDITION. RELOCATE EXISTING LTJ L J SOFFIT LIGHTS. ^j'i:.'i'9:F1��'fiY..�:tUl%:y%f.4 i�i�i�'.4<�::iv'A1:N'f:yif.%A;'1F.nyi>.'(.,rm`S.,':,:.Y,'.l�^A�:�2.;t('\��: ': �t'M1:,'i���'fF:%STA:"); SEE WINDOW INFILL DEMOLITION DE•I•AIL NOTE A I �I==� �uM •-�• '�•��u�••�•.av�•�r •. [4] DEMOLISH EXISTING STONEWORK. REUSE STONE ON ADDITION IF LEFT FOR CONDITION THIS LOCATION FEASIBLE. EXISTING TO REMAIN F5] SEE CIVIL FOR DEMOLITION EXTENTS OF EXISTING SIDEWALK AND.PAVING NOTE: FOR DETAILED PARTITION SCHL.'DULE, SEE SHEET A2.2 DESIGNERS ARCHITECTURAL P. A. 100 VENETIAN COURT SANFORD, FL 32771-9546 ss� • PHONE: 407 3219794 FAX: 407 3219794 CELL: 321436 9581 EMAIL: designersarch(aaol.com FL #AA0003555 NEW EXISTING KEY PLAN NO SCALE N6RTH Lu cn Fes.. Q CD C/) oho q "Tj "^=-a o00 0 SHEEN' INFORMATION DATE: 23 JULY 20( . DRAWN BY: SRR/ JL' PROJECT NO: 2002-2 REVIEWED BY: JAG REVISIONS REVISION # DATE LAYER MANAGER : DEMOLITION PLANII DESIGNERS ARD-111FICTURAL P. A. 100 VENETIAN COURT SANFORD, FL 32771-9546 se♦ PHONE: 407 3219794 FAX: 407 3219794 CELL: 321436 9581 EMAIL: designersarch a@aol.com FL #AA0003555 NEW EXISTING OfQf\\ KEY PLAN a V NO SCALE NORTH Q L d Ln t-- z U *�o eye aj eye SHEEN INFORMATION DATE: 23 JULY 20( DRAWN BY: SRR/ JL PROJECT NO: 2002--2 REVIEWED BY: JAG REVISIONS REVISION # DATE [LAYER MANAGER :FLOOR PLAN FLOOR PLAN WALE PARTITION TYPES 4" METAL STUD PARTITION STONE VENEER 6MTLSTUD " METAL PARTITION 6 PLUMBING CHASE WALL L 8" CMU WALL -�-I PARTITION WALLS TO BOTTOM of " " 518 GYPSUM BOARD OVER 1.5I8 FURRING 2_��4" - or- rvui nrvivnir- rmlylc: MLL.0 iv Zvi iuNi OF TRUSSES. FL #AA0003555 NEW EXISTING KEY PLAN NO SCALE NORTH CHANNELS @ 16" OVER EXISTING 8" BLOCK AND STUCCO OF EXISTING OUTSIDE WALL. 2 TO BOTTOM OF TRUSSES " THICKNESS INCLUDES FURRING c WHERE INDICATED ON CHANNELS & GYP. BOARD ONLY PARTITION PLAN WALE PARTITION TYPES 4" METAL STUD PARTITION STONE VENEER 6MTLSTUD " METAL PARTITION 6 PLUMBING CHASE WALL L 8" CMU WALL -�-I PARTITION WALLS TO BOTTOM of PHONE: 407 3219794 TRUSSES or 9'-4" MINIMUM CELL: 321436 9581 PARTITION PLAN /INTERIOR ELEVATIONS SCALE: 0" NORTH T DESIGNERS ARCHITETURAL P.A. '100 VENETIAN COURT SANFORD, FL 32771-9546 PHONE: 407 3219794 FAX: 407 3219794 CELL: 321436 9581 EMAIL: designersarch@aol.com FL #AA0003555 NEW EXISTING KEY PLAN NO SCALE NORTH Ld w ZD a e4A SHEET INFORMATION DATE: 23 JULY 20( _ DRAWN BY: SRR/ JL ' PROJECT NO: 2002-2 REVIEWED BY: JAG REVISIONS REVISION # DATE LAYER ASIA �' GF . M PoNT EL EV & PAR LN PARTITION PUAfI 4 HIS"fING GOWI'RUCTION NEW CONNIQUG 110H VIEW FROM 0NORfH ELEVAHON ROOF 1PL-AH 5(,AL.(-: Y62" ;---- 1'--0" 7r rq)-"V�E)Qf�EKLOR ELE.VA.-rK())H �-S(D(UfHJ EXTEMOR ELEVATOA - WEST �J) SCALE: Y'O = 1'-0' MATURUAL LEGEMIL MATERIAL or HEM I AR(JUECIURAL ASff1AL1' SWAB, MATU'l EXIS114GA &CAR. VfffO, MAXICH EXIS-IttG A.CAP, 3 FIXED, BR%(ZE, ALUMIAN SfOREFROMF "DOW 4 PAWED 51WCO rt119-1, MATCH UlAW A.CAY, 5 ALUMRIUM 5rmnomr D(.K)R 6 MOW. DOOR, PANTED 7 C(HIRUCIPt-1 )OKI ALIA41IN FASCIA, MAI'ai EXUIVG A.C&P. 9 ALUMUUM UJF[tR & DOWISPOUTS A.C&P. NOTE A.C.A.P. - AS CLOSELY AS POSSULE UISICS11A AUC111111clulAt. usAO '100 VENEHAN GOU", V SANFORD, FL 32711-9546 PHQNE: 407 3219194 FAX: 4073219794 CELL: 321436 958'1 EMAIL: deslgnaisarch(Paulxum FL UAA0003565 I NEW EAS"UNG KE'Y PLAN SI -11`1 11AURNAN1101,1 DAI E: I PAY 2002 DRAWN BY- SRI?'/ Jul REVEWED BY: IAG [LIVATION111) ---------- ------ jD S'.) N7 SI -11`1 11AURNAN1101,1 DAI E: I PAY 2002 DRAWN BY- SRI?'/ Jul REVEWED BY: IAG [LIVATION111) S'.) rzj 4=1 Iry SI -11`1 11AURNAN1101,1 DAI E: I PAY 2002 DRAWN BY- SRI?'/ Jul REVEWED BY: IAG [LIVATION111) PAINTED STUCCO OVER - 11 -GAUGE 5ELF-FURRING 1-1/2' STUCCO WIRES or GAL' EXPANDED METAL I-.ATHE. PROYI DF WEEP 5CRI FD WALL TO FOHI PRIP. h" Ci/ -\P RFTWFFN GRADE= T �307011 of STUCCO M NEW WEEP P SCRED DETAad FOR STUCCO SCALE: N.T.S TOTAL (1) 10d COMMON NAILS __- _ _ - - V CHU BOND OE-Atl FILLED SOLID W/2500 P51 CONC, 4 (I) TYPICAL ROOF MENDER 05 RFBAR Oil PRECAST � 51MPSGN f552 TRllSS SEAT or LINTEL FILLED 5ULID W/ 2500 APPROVED la -GAUGE PSI CONC. 4 (I) REBAR GALYANIXED EQUAL — --- (4) I/4' X 2-I/4" I1EX HEAD ° TITEN or TAP GONG. MASONRY ANCHOR SIMPSGri rIT6116 TWIST 6TRAP5 OR 16 GA MIN. - FLAT 51RAP -- 4'1AXIMlIi') UPLIFT of 1000" J i. IF THE D15TANCF OF THE STRAP 15 OFF E3ETWEEN 1/16' TO 1/2', NO CORRECTIVE MEASURFS ARE REQUIRED. 2. IF TI -IE DISTANCE OF THE STRAP IS OFF BETWEEN 9/16'TO 1, 51-1111 OF APPROPRIATE THICKNE55 MUST BE INSTALLED BETWEEN THE STRAP AND 'THE TRUSS WITH AN INCREASE IN NAIL LENGTH TO EQUAL OR EXCEED '[HE THICKNE66 OF THE SHIN, 3. IF TIME DISTANCE OF 'THE STRAP BEING OFF EXCEEDS 1', THEN THE 51RAP M15T F3E REPLACED WiTH THE DETAIL %IOUN BELOW, MAX. UPLIFT RESISTANCE OF 1000 . MX FOR MGPLACED TRUSS ANCHOR 5C4.F- N.T.S. -- _ NO,rr-: T662 TRIJ65 CRAIDI_F NOT 6HOWN FOR CLARITY ARCHITFGTUPAL ASPHAV SHINGLES ON 150 FELT ON 5/8' CDX PLYWOOD 51-Il;ATHING ON PRIE-ENGINEERED TRUSSES a 24' U.G. TYP. — SLOPE TO 1,4ATCH EXI V-ri AS CLOSELY AS PO55113LE SECURE SHEATHIt a WITH i0P COi'll'10N GALY. NAILS AT 6' O.G. AT EDGES AND 12' O.G. AT INTERIOR PROVIDE HUFRICANE STP.AP a EA. TH.185: --- SII-IPSON 1 rTe1116 'TWIST SCRAP OR I? -GAUGE EQUIVALEN WITH T$52 i-1015TURE BARRIER TRUS5 CRADLE. USE (1) IQ TO ATTACH MM -116 TO 1FU55, (4) 4-1/4 X 2-1/4 TITEN HE TO ATTACH POT TON OF 81 RAP 'TO MASONRY UNl r. 1 S52 MISS CRADLE NAY BE PREArTAC:HED TO TRUSS USING bd COMNON NAILS. - — DRIP EDGE -- -- ALUNINIII'I FASGIA, I-IATCII EXISTING AS CLOSELY AS P0551BLE CONT, VENTED ALUNINLVI SOFFIT — MATCH EXI51IPI65 ADJACENT OYERHANG PAINI"M STUCCO OVER: ----- -- ----��� I -1 -GAUGE SELF-MRRING 1-1/2' 61LICCO WIPE or GALV411ZFP EXP41PEP METAL I,ATHE, PROVIPF WEEP 5CF'.EED AT BASE Or WALL TO F()Rl DRIP. _— - (9' GAP BETWEEN !_"tT�.ADE t BOTTOM OF STUCCO FINISH SEE 5.2 FOR FOUNPArION PETAILS S BRIG. V-4' R-I� INSUL: 8' HOOK INTO (U 05 CONT. FINISH CEILING - SEE SCHEDULE A8J vER)t. BAT? 4 DOWEL LAP 2'-s' (TYR) W/a' HOCK TIE INTO LINTEL REIilFORCIPIrx — - I.IORIzoNrAL FEINFORCING BARS AT 16' OG TYP 5/S' GYP. Bf�.D. OVER 1-5/a" FURRING CHANNEL5 I WITH RIGID INSULATION IN-DE-iMEN 4' GONG. SLAB -REFER TO r��tIAIDA170P1 PLAN 30001 CONcRETI~ 51-A13 WITH FIMF41E61-1 OVER (o NIL VISQUEEN I _ FIN. FLR. A$MU ED AT EXISTINr FINISH FLOOR C:LFAN, collpACTED rET?J'tIIE-TRFATED SOLI.. :III. •� r,. .LL_IIIIhI -- (3) "5 REI3AR GON IINUOU5 WI 11-1 - Il. FI`13ED, ANCHOR TIE-IN TO EXI5TINra -- —�I WI1I-1 2 -PART EPDXY EE SHEET 5.4 FOR. NAILW_i PATTERNS y WAIL, S`ii- `� 0- I ' � ADD T' �0rl � �.1, All SCALL: YV NEW FOOTING EXI5TIrtG rOOTINCi at n C "EW \f r-��A [� u `� OL �� -LA' �l�ll:����IEC 0 '110N SCALE: N, l".5. AILL 5)E -17,1101 l Y ir��iPROXCT NO: u[SIC, N1114 AUC1,111MMIAL uAs '100 VFNf:.J1A(`a COURT SAMFC1Rf), f'L 32771-9510410 4G Pk 10l`flr: 401321919/1 FAX: 407 3219 T94 CFI..T.: 321436 9581 EMAIL rfesiclnersarGh c�s�,a C-) L - MIRROR TOWEL f— PAPER TOWEL FI IOUY. OISP NSER 'IOIL-J SEA( SOAP PUT -- — WA ER COOLER r f — SOAP C,RAO DAR COVER 5ANI I ARY u T—J — TOILET PAPER � I DISPENSER DISPENSER NAPKIN31 -- LAVATORY �� DISPENSER J - �. _ 01 L11 ciao la -1 n nr�o %I I _ -ACCESSORY / RX- URE MOUNTH(c]-iI HEIGHTS SCALE: %" = I'-0" SCALE: 7V = 1'-0" In, -(All HANDICAPPED I1,15 MA-ATION: EXPOSEP NOT WA"(ER & DRAIN PIPES to M INSULATED (SEE PLUf1r3ING FIXTURE 31 IEPULE) AD,JUMAf)LF 11H611f NUr1DER: 500WER HEAD W/ TAI -- 60" (1,11N.) H05E --\ RECESSED SANITARY NAPKIN UUMAL 13UpRICK, MULL #13-4353 IN5(ALL SHOWER TA3 \c CONTROL IN fHIS TA4 - GRAD DAR 42" LENGTH, r1ANF, DODRICK MODEL #13-60066806 5ERIES ARFA Tn5 TA6 �24'' X 36" MIRROR rIAN(_ DOpRIC,'K r10DEL D-2�J0 sEr?IF5 2436 T _ —�� --- -, RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE 11411% DODP.ICK. HOPEL #D-3147 GRAD DAR-- TA7, PRE-FADRICATED SHOWER - PROVIDE MOCKING IN WALL A5 REOV TAI `LOPE FLOOP, RESTROOM «LEVA(rC')lrA / %-10WE SCALE.: la" ._ I-0" r, i'-OIIAI c[)Arf 6 EQUAL 5PACE5 \86 II AB AI!l,CSA LAB AREA 3(�LAB SCALE: �" ,., I'_.0•• �� ;:c.nLE: %" - �'-0" � SCALE: V-0' ENLARK GED PLAN\11SCALL: V4` i I'-1111 /2" MAX c� - FOLDING SHOWER SEAT [A 600-1 r, f-01 JAI c)PA(T TOLlT7T ACCESSOME S 1�11�,CAJJ� ,N�� o (M)ICN BASIS ONLY: OWNER ['JAY SEI.EC"( FIX(URES) NUr1DER: UESCRIP PION: rI0U�f11NG 1IEIG:tI_T TAI RECE55EO TOILET PAPER HOLDER rIANF. 130UP.ICK MODEL #13-6677 IBJ" Af-k TO CENTER OF HOLDER TA2 RECESSED SANITARY NAPKIN UUMAL 13UpRICK, MULL #13-4353 24" TOP OF UNI T TA3 GRAD DAR 36" LENC, fII MANF. 1300RICK HOUR #13--6606 SERIES 33" A,F.f . TO TOP OF DAR TA4 - GRAD DAR 42" LENGTH, r1ANF, DODRICK MODEL #13-60066806 5ERIES 33" A.F.F. TO TOP OF DAR Tn5 TA6 �24'' X 36" MIRROR rIAN(_ DOpRIC,'K r10DEL D-2�J0 sEr?IF5 2436 T _ —�� --- -, RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE 11411% DODP.ICK. HOPEL #D-3147 40" A.F F 1'0 1301401`1 OF MIRROR 48" A.F.F. HAX. TO '(OWEL I -IGT. TA7, PRE-FADRICATED SHOWER ' 6 EQUAL SPACES 2 BRE K*" ���(����I�li 5, A5.1 SCALE: fie" = I -0" -- AL -LOW ICY' PULL SPACE, 12" PUSH 5PACE DETWEEN EPGE OF CAUINET ANP POOR M 3'-0" © EXAM #101 VA .IE 4'--0` C EXAMS /f 102 & 10:3 � JAI -- NURSE STA,nor\li SCALE: �s- C s I.� APCIIHITIUAI -vis -100 VISI` ETIAN QOUR f SANFORD, FL 32771-9516 PHONE: 407 3219741 FAX: 407 3219794 CELL: 321436 9531 EMAIL: designer ,arch(paol.com FL MA0003555 HEW EXIS 9"8bIG, KEY P1 AH NO 1r10LE r'tc%ttrr t ran"iE: I M.Y 2.W?. DRAM BY: 5RR/ 3.11 R.EVFWED BY. 1r1C+ 'i� cT - ir476 17REVV16i)i�11i-7 a �a I°vim :4 -- - M 3'-0" © EXAM #101 VA .IE 4'--0` C EXAMS /f 102 & 10:3 � JAI -- NURSE STA,nor\li SCALE: �s- C s I.� APCIIHITIUAI -vis -100 VISI` ETIAN QOUR f SANFORD, FL 32771-9516 PHONE: 407 3219741 FAX: 407 3219794 CELL: 321436 9531 EMAIL: designer ,arch(paol.com FL MA0003555 HEW EXIS 9"8bIG, KEY P1 AH NO 1r10LE r'tc%ttrr t 5101. 1' 1f,WRMA'11011 ran"iE: I M.Y 2.W?. DRAM BY: 5RR/ 3.11 R.EVFWED BY. 1r1C+ 'i� cT - ir476 17REVV16i)i�11i-7 L)AIl- 1 I°vim 9 (7.~ Q3 ,I �J t c' , (D 1 C "A.� 5101. 1' 1f,WRMA'11011 Ll YER MARAM ITII ARf" l l) FI X41 la ran"iE: I M.Y 2.W?. DRAM BY: 5RR/ 3.11 R.EVFWED BY. 1r1C+ 'i� cT - ir476 17REVV16i)i�11i-7 L)AIl- 1 Ll YER MARAM ITII ARf" l l) FI X41 la 7_0 11 FIR511C LAH, COUNtEP TOP & SPLASH ON Y,1-1 CAMNET SECTOkI - HAND 9NKS / SCALE: I" ;:-- FLAStIC LAM, COUNTER TOP & SPLASH ON ',Yd" PLYWOOD .�,—o I I CANNET SECTION LAB AREA SCALE: I" ;= I'— PLAS*[IG LAM. ON YV PLYWOOD TYPICAL ALI, SURI'MES) PROVIDE ELECTRICAL OUTLET @0 5'-4" Aff-, MICROWAVE BY OWNER PLA5 116' LAM. ON All PLYWOOD TYPICAL ALL 5URMCI-_-S r C&LB) �141CIT SECTKON 1 At`� Oil .I PLASTIC LAI'L ON _yV PLYWOOD TYPICAL AT DOORS, AUJUSTADLE- SHELVES & 1301TOMS WIPE FULLS L\ 9 CANIhIET SECTU"11 SCALE: I" = 1'-0" PLA511C LAH. ON �4` PLYWOOD TYPICAL - A DOORS, Af)MfAftE SHELVES & LSO IJOI115 Q> WIRE PULLSPLASTIC LAH. ON Ya" PLYWOOD RACK. CAB Url SCALE: I" = I" --O" TOP & 5PLA51-1 ON Y4'1 PLYWOOE) 'PLASTIC I -All A11PLYWOOD — DRAWER WIPE PULLS PLASTIC LAM, ON XV PLYWOOD BAGK PLASTIC LAH. ON A" PLYWOOD TYPICAL A*f DOORS, 511ELVES & DO 1JOH5 ------ FLAH BASE CAMNIET SECTM\ I' -G` [Xff) AT NURSE STATION 2'-0" Ufff` Af 13PC-AK ROOM Uff, 11-1 ll - SCALE: I` =- 1'-0' PLA511C I -Aft COUNTER TOP & SPLASH ON Y4" PLYWOOI) -- CADIVIT SECTUM ?,—o I ms CEILING MATERIAL / HEIGHT CEILING MATERIAL J4 9'--0" 8j1 CEILING HEIGHT AFF CLO 'TYPE MATERIAL 100 VENETIAN COURT 1 ACOUSTICAL CEILING TILE (24" X 48") 2 PAINTED GYPSUM BOARD ( LJ 3 VENTED ALUMINUM SOFFIT RETURN AIR OR EXHAUST GRILLE REFLECTED CEILING PLAN LEGEND REFLECTED CEILING PLAN KEY ® EXIT LIGHT, SHADED AREA DENOTES DIRECTION OF NEAREST EXIT CEILING, ELECTRICAL, HVAC, FRAMING CONTRACTORS: 100 VENETIAN COURT I' X 4' LAY—IN FLUORESCENT 2—BULB LIGHT FIXTURE ® ® CAN—TYPE LIGHT FIXTURES: FIXED, DIRECTIONAL VARY DEPENDING ON 2' X 4' LAY -1N FLUORESCENT 4—BULB LIGHT FIXTURE ( LJ GYPSUM BOARD CEILING, PAINTED PHONE: 407 3219794 RETURN AIR OR EXHAUST GRILLE STAIRS, MINIMUM OF DRYWALL. BULKHEAD for CLG. GRID TRANSITIONS, TYP, 6" WIDE 2'-0" FROM EDGE OF OPENING OF PULL-DOWN SIDE 24" X 24" H.V.A.C, DIFFUSER I I I I VENTED ALUMINUM SOFFIT MATERIAL LINE & SOFFIT HEIGHT EXHAUST FAN, RESTROOMS PROVIDE LIGHT INSIDE �f \ KEY PLAN 48" X 24" LAY—IN TILE CEILING GRID METAL STUD PARTITION 8" CMU WALL tiLwil-[[Il I I I I I 6" PLUMBING CHASE �r•.T ...�rTl 4" STONE VENEER NOTE: FOR DETAILED PARTITION SCHEDULE, SEE SHEET A2.2 1-0 REFLECTED CEILING PLAN KEY NOTES CEILING, ELECTRICAL, HVAC, FRAMING CONTRACTORS: 100 VENETIAN COURT COORDINATE FINAL PLACEMENT OF PULL --DOWN STAIRS WITH FRAMING PLAN SANFORD, FL ON SHEET S.3, ACTUAL PLACEMENT OF STAIRS MAY VARY DEPENDING ON FINAL TRUSS LAYOUT. PHONE: 407 3219794 ENSURE ADEQUATE CLEARANCE BELOW PULL --DOWN STAIRS, MINIMUM OF 2'-0" FROM EDGE OF OPENING OF PULL-DOWN SIDE EMAIL: designersarch(a?aol.com MATCH NEW ROOF & MATERIALS TO EXISTING ROOF LINE & SOFFIT HEIGHT (5, PROVIDE LIGHT INSIDE �f \ KEY PLAN a I J NO SCALE NORTH REFLECTED CEILING PLAN 1 NEW CONSTRUCT ON SCALE: 0" = 1'-0" NORTH DESIGNERS ARCHITECTURAL P, A. 100 VENETIAN COURT SANFORD, FL 32771-9546 ASA PHONE: 407 3219794 FAX: 407 3219794 CELL: 321436 9581 EMAIL: designersarch(a?aol.com FL #AA0003555 NEW EXISTING �f \ KEY PLAN a I J NO SCALE NORTH W V) "� Lel C Q ��ta► C� n � N CC3 _ SHEET INFORMATION DATE: 23 JULY 20( DRAWN BY: SRR/ JL PROJECT PLO: 2002-2 REVIEWED BY: JAG REVISIONS REVISION # DATE LAYER MANAGER REFLECIED CEILING PLAN5 IV 2X NAILER 51-111`1 A5 REG UOUBLE JArlr 3%" METAL S AT 16" O.C. ya" TYPE "X` PRE -FILING w V41FENOR WO(D.D DOOR\. l UP'(WAL I_ STOOL NAT CIIANNEL CONT SEALAN 1130TH SIPES SEALAN r FLASHING D E `E R Ir 1) R W 1\1 D 0 W -, TWIL @ EA � L� %y SCALE: 3" = 1•--0" SE CONCRETE BLOCK 51UCCO FINI511, PAINTED Kf I 6ACKEP POU &. SEALANT f•IFTAL PAIN PMP - PAINT TO HATCH W. FPAf1E EXTEND TO 13EYONU SIDE5 OF POOP Y k p XTEMU D"'OR HE%MM. SCALE: Y" 1'-0" i�nAi��n�r'G o.i nrw I AT JAf1l3 Rcot Mcrti: f;uv 11N1J XTERK"R WALL )MAB SCALE: 3" = I'--.0° SLOPE .241, / FT. S I KUG I OPAL UWGS. 4 ', v . 1. A�/ Q %'' EXPANSION <1 JOINT FILLER - �'i �I)II:. 4 �� llJ� �\� ! I�lf lt�, >�l- �t4 J1 ^� ru�0R L'u�l( O' iT SCALE: 3''= 1'--0" HARDWARE U7 1ITY / A1CCE5SIB U rY CODE All POOPS TO 13E PROVIDED RNITrI HAPPWAPE (LEYEP "TYPE) I IAVING A SHAPE: R -IAT IS EASY f0 GRASP W111-1 ONE _f1cli f PINCIAtc OP. TWISTING OF 'THE WRIS f TO PREDATE; IN ACCOPPANCE 1#1 1`1-1 FLOPIPA S fATU rES CHAPTER 553, IIANP AND DOES NOT PEOUIRE TIG11 f GPA51`I1G, PAP f V, FLORIDA ACCESSIBILITY COUE 4.13A 2 ALL UOOR5 ANL) WINUOWS SHALL NAVE CAULK ON -� -- - ALUM. 5TORE-KON r #I EXfEP.IOR SIQREFRQNC. EXff. SINGLE #4 DOOR POOP TYP. WNDOW SCHEDULE IV2 PAIR. DU 11`5 1 TROP PLATE DOOR AU MEER HHAIJI°I 7 TILE 5Cr►EDULE k%1.d_UR Hast � Of__� j- Height DETAILS AILS ALUH. THPESI-ZULU f1/IROMI6RB 06T DGGfl 1IAt6111GL.D 4" 'I'! RICK CONC.—� Fdifi HAT*" -- SET IN CONT. SEALANT BEU flESMAWO � SIZE KEY - 4" THICK COHC. PIHIBH TYPe MATERIAL. PNIl9I1 HEAD _ 5LA6 5FE - II&L #3 S -0'_x 7'-0' x 14' SLOPE .241, / FT. S I KUG I OPAL UWGS. 4 ', v . 1. A�/ Q %'' EXPANSION <1 JOINT FILLER - �'i �I)II:. 4 �� llJ� �\� ! I�lf lt�, >�l- �t4 J1 ^� ru�0R L'u�l( O' iT SCALE: 3''= 1'--0" HARDWARE U7 1ITY / A1CCE5SIB U rY CODE All POOPS TO 13E PROVIDED RNITrI HAPPWAPE (LEYEP "TYPE) I IAVING A SHAPE: R -IAT IS EASY f0 GRASP W111-1 ONE _f1cli f PINCIAtc OP. TWISTING OF 'THE WRIS f TO PREDATE; IN ACCOPPANCE 1#1 1`1-1 FLOPIPA S fATU rES CHAPTER 553, IIANP AND DOES NOT PEOUIRE TIG11 f GPA51`I1G, PAP f V, FLORIDA ACCESSIBILITY COUE 4.13A 2 ALL UOOR5 ANL) WINUOWS SHALL NAVE CAULK ON SET #I EXfEP.IOR SIQREFRQNC. EXff. SINGLE #4 DOOR AND VIEW WNDOW SCHEDULE IV2 PAIR. DU 11`5 1 TROP PLATE DOOR AU MEER DALANCE OF IIARDWARE OY UQ%', HFR, 5Cr►EDULE k%1.d_UR Hast � IFFIAMES WALL STOP Height DETAILS AILS I OMER f1/IROMI6RB 06T DGGfl 1IAt6111GL.D PROTSGTKN! PALREI. Fdifi HAT*" QL.AZ 3 flESMAWO � SIZE KEY � MATERIAL PIHIBH TYPe MATERIAL. PNIl9I1 HEAD JAl1 II&L #3 S -0'_x 7'-0' x 14' SF AL/(I ANOUIZVU I rihl W I KEYED LOCK5ET PTU�� 2/A6.I 4/A6.I 5/Ab.I I hIETAL ACT ---I w�IOOA ` 1006 _ POOH x 7"-0' x IYV f SC WOOU 51 AM-[) 3 WU Y� PTD I/M.I I/AS.I ^_EXAM DOCTOR'S Orfl(^E � 5 V13-1 PTU C,YP / PI. -1 - PIU GYP / PT -1 IOIA_ _3'--0' 3'-0' x 7•-0' x lyn" F SG WOOD STAINED - - :3WO V13--1 PTD PTU GYP / PT -I I/A6,1 I/Md - 2 xzJ 2" WAI'IEs TYPICAL s roPi FRoN r - 106 �NUPSE LAD AREA �- _-, -I 102A 3'-0' x 7'-0' x 1]n" f SC WOOD 5 CAINEU _- _._3 _ WD PTU A-� I/A6.1 I/A3.1 - 2 PCU GYP / PT -6 PTU GYP / Pf--6 PTU (.'(P / PT _6 PIU GYP / PT -6 q"-4" r 103A 3'--0' x 7•-0' x Ixj" F SC WOOL) 5[AINEU 3 WD PIU GYP / Pf-1 PTU PIO GYP / Pf-6 I/Ab.I I/A8A -- 2 - CPT- I - - PTU GYP / Pr,T-1 104A S-0' x 7'-0' x Rill _ Tf 5C WQQU STAINFO 3 WU -P ft) I/A6,1 i/A8.1- ^ - 3 PAIRF LOW LUS` I ER ACRYLIC-ENANEL - 2 COATS (INTERIOR GYP BOARD WALLS) COLOR: 'l BD -- �UNUEPCUr 107A_ 3 - v" x T -U' x IYV f- SC WVOU SrAINEU 3 WI) PTD _ I/M3,1 I/A8.1^ Pr --4 4 r1nP6LC: - - r PI -5 SEhI--GLOSS ENAh1EL (POOPS ANL) FRAr1ES), COLOR: 1`130VB-I - 106A _ 3'-0' x "1'-O' x ly"�TF SC WOOL) STAINIEU 3 WD PTU PLAS*TBf-- LAh*4A'TES I/AS,I I/A8.1 - 3 - - - - 1060 S-0' x 7'-0' x IA" ^ F_ 5C W v0_D S I'AINEU u3 �WU PTT) � I/A6.1 I/Af3.l_ `- - _`IOgA _ 3•-O' x 7•-O' x IYV - 5f AL/GL �ANOUIZEU 2 NIT PTU 2/A8.1 4/A6,1 5/A0.I I 1`I1,lAL - - IEhiPEREU IISCHIL'DU L E sF r 2 ALL UOOR5 ANL) WINUOWS SHALL NAVE CAULK ON SET #I EXfEP.IOR SIQREFRQNC. EXff. SINGLE #4 RC_ST'R-QUTI f'RIVdUC 4. COORDINATE ALL LGCKSEf5 W111-1 OWNER" I EXIT DEVICE PEP IV2 PAIR. DU 11`5 1 TROP PLATE DALANCE OF IIARDWARE OY UQ%', HFR, 5Cr►EDULE I PRIVACY LOCM. I KICY,PLATE Hast 0okAth West WALL STOP Height 100 I OMER #2 - -IN 1'ERKJR EXAr-1 #5 PASSAC;E PTU GYP / Pf-I 6 PAIP out r3 PTU GYP / PI -I IY2 PAIR DU I i5 61--0" LAI`05E1 - I LOCKSEF C) I WALL 5 fOP I WALL STOP #3 OFf ICE KEYS PIU C,YP / PI, -1 PID GYP / PT -I ACI -_I._._ IYz PAIP, MIS q 102 I KEYED LOCK5ET _ - V13-1 I WALL STOP PIU GYP / PT -1 PTU GYP / PT -I I. ALL UVORS SHALL NAVE SAIIE F,LEVAIION WITH NO MOPE THAN 1/4' UV-FERENCE ON EITHER. SIDE OF DIRESIIUL.U. 2 ALL UOOR5 ANL) WINUOWS SHALL NAVE CAULK ON INfER.IOR PERI`1_IER ANI) SEALANT ON EXTERIOR PERUE1ER. J. ALL HAP.UWAPF TO DE DORFD TYPE. q•,_a 4. COORDINATE ALL LGCKSEf5 W111-1 OWNER" _ PEP `I- Ho. 5Cr►EDULE � N ti Hast 0okAth West mmterlal Height Plastic kan*►ate 100 LOUNGE VCT -I V6--1 fEf1P PTU GYP / Pf-I PTU GYP / PT --I PTU GYP / PI -I ACT --I 61--0" PL. -I / PL --2 - 101 C) VcI'-_I V6-1 PTU GYP / PI -1 PIU GYP / PT -I_ PIU C,YP / PI, -1 PID GYP / PT -I ACI -_I._._ i q 102 _EXAM EXAM P -.00M _ - V13-1 PrU GYP / P"( --I PIU GYP / PT -1 PTU GYP / PT -I PTD GYP / PT -1 ACT ---I 103 POOH vl3--I PTU GYP / Pr --1 PTU GYP / Pf--I PTU GYP / PT -1 PID C,YP / Pr -I ACT --1 6-0" 104 ^_EXAM DOCTOR'S Orfl(^E ^-VC]--I CPr_I V13-1 PTU C,YP / PI. -1 PTD GYP / Pf-I PIU GYP / PT -1 PTU GYP / Pf_ I ACT --I V 6-0" r 105 STATION„._ VCT --1 V13--1 PTU GYP / PT -1 PTU GYP / PT -I PTU GYP / PT -I P.rU GYP / PT -I OF I"IEDIUf1 SALE (�r� FLU511 L ] xzJ 2" WAI'IEs TYPICAL s roPi FRoN r - 106 �NUPSE LAD AREA �- _-, -I DOOR ELEVATU\\i FRAME ELEVA'flONS PTU GYP / PT -I SCALE: %" = 1'-0" SCALE: I/" = 1•-0" q'--4" 4"-U• f1U 6'-5' f1U (6) COP F�.J W000, PPE—rIUNG %' fINCEU C,LA55, TYPICAL PROVIDE NAXI`1L11 511AUING COEfFICI:NT OF 0.7 AT ALL EXTERIOR WIIUOW5 1,10 = MASONRY OPENING 1_UV�NDOW ILIVA TUZ - EXTERUR SCALE: ^%1" - 1`-0" ROOM F K"FlIEDULE Ho. Name � N ti Hast 0okAth West mmterlal Height Plastic kan*►ate 100 LOUNGE VCT -I V6--1 PIU GYP / Pf-I PTU GYP / Pf-I PTU GYP / PT --I PTU GYP / PI -I ACT --I 61--0" PL. -I / PL --2 - 101 ROOIWI..�. VcI'-_I V6-1 PTU GYP / PI -1 PIU GYP / PT -I_ PIU C,YP / PI, -1 PID GYP / PT -I ACI -_I._._ i q 102 _EXAM EXAM P -.00M W VCI'_I - V13-1 PrU GYP / P"( --I PIU GYP / PT -1 PTU GYP / PT -I PTD GYP / PT -1 ACT ---I 103 POOH vl3--I PTU GYP / Pr --1 PTU GYP / Pf--I PTU GYP / PT -1 PID C,YP / Pr -I ACT --1 6-0" 104 ^_EXAM DOCTOR'S Orfl(^E ^-VC]--I CPr_I V13-1 PTU C,YP / PI. -1 PTD GYP / Pf-I PIU GYP / PT -1 PTU GYP / Pf_ I ACT --I V 6-0" 105 STATION„._ VCT --1 V13--1 PTU GYP / PT -1 PTU GYP / PT -I PTU GYP / PT -I P.rU GYP / PT -I PTU GYP / PT -6 q•--4" PL -I / PLA ­2 106 �NUPSE LAD AREA �- _-, -I V6-1 PIU GYP / P (_I PTU GYP / PT -I PTU GYP / PT-! PTD GYP / Pi' 1 P IU GYP / PT -6 q'--4" PL --1 / PL. -2 107 � RESTROOM - ^VCR VCT -I V6-1 PTU GYP / P(-6 PCU GYP / PT -6 PTU GYP / Pf--6 PTU (.'(P / PT _6 PIU GYP / PT -6 q"-4" - - 103 �- 00NES5 OFW(L CPT -1 V13-1 PI'U GYP / P1 -I PIU GYP / PI -I PIU GYP / Pf-1 PKU GYP / PT --I PIO GYP / Pf-6 q•-4" - -- IOg CURRIDUP., CPT- I VB- I PTU GYP / Pr,T-1 PIU GYP / Pf-I PTU GYP / Pi PCD CYP / PT -I PCD GYP / PT -6 q'-4" HNGn PECIIIF,IICA0NXIS ` Code Descdpfion Mfg, PAIRF LOW LUS` I ER ACRYLIC-ENANEL - 2 COATS (INTERIOR GYP BOARD WALLS) COLOR: 'l BD FLOORS CPT -I CARPET: 36--01. BROAULOON; MULTI-LEVEL LOOP PILE; 5TYLF: TBP, 100 TBD PT_2 sFNI-GLOSS -- 2 COATS (INIEPIOR FERROUS NEI -ALS), COLOR: TBP PC -3 SEMI -GLOSS -- 2 COATS (EXTERIOR ALUf1101), COLOR: TBU VCT_I _COLUP: VINYL COMP05111UN TILE, COf1PO51fION I, GAGE X", 12' X 12"; COLOR. TOU� TBP y Pr --4 SH 11 -GLOSS - 2 COATS (EXTERIOR FERROUS METAL), COLOR: IOU ttAaE _. �� � ..,�..�_..........,m.,. __.__, ...�� �� ..._...._...........� 4" COVEU VINYL BASE 9 VCT TBG V13-2 4" COVEU VINYL BASE Q CAPPET IBP r PI -5 SEhI--GLOSS ENAh1EL (POOPS ANL) FRAr1ES), COLOR: 1`130VB-I P1_6 EPDXY PAW', COLOR: TBU f`,+t BULLAR: UB - - - ----W------_- - M ,.,. --.. --.,.. 1. - ---- �-.----.�w�-�- ----- .-----�---- PTU GYP PAINTED X3' GYPSUM BOARU PER FINISH SCHEDULE _ TS -I yIrIYL IRAN51tI0N 5TPIP CARPET/RESILIENT FLUORINC, -- - -� ----_ --------�---�---- ---- - , -----�--�---- PLAS*TBf-- LAh*4A'TES ACI'- I )IU (YF ACOUS I IC CEILING TILE; 24" X 46" X Ya", SOUARE EUCE ^ Wi M- STANIMO COMMERCIAL HINERAL FIBER LAY --M PANELS IN SfANIUARU EXPOSED STEEL it °' U ? r f I ►IJrIG SUSfJErJSIOId SYS fE115 SHA ICN EXI:> IIN x(7SUt1AL1OAkU, IU 6E JArtrrD A, NO7FU IN rINl.:N 501FULILE PL --I PL...? _ PLA511C LAMHAIE� 00VIZONIAI. SURFACES COLOR "IBP PLAaIIC LAI RIAII: VI'411CAL SI)PFAt F5 COLOR TOP 1OP E. ) AINI]ITIC" * 11 J 1), A 1. vA, 100 VENETIAN COURT SANFORD, FL 3217,11-9546 1101 PI-JONE:10132-19794 FAX: 407 321 9791 CELL: 321436 9581 EMAIL: (1�shplar �rch��aol.��:�rn FL #AA0003555 hil- / EXBSTU I c. MUR 11 I _511ET 11TfiJRMA'l l' kI DA I t:: I flt.Y ?.00'1, PR(. YCI MY REYII:INED RY,_.__._.______.__._.._.._.__._..__._...___ )At; R.EVtSI11P1 Dr1It. "j PLA�` w�qv i q 05 < ,. j V _511ET 11TfiJRMA'l l' kI DA I t:: I flt.Y ?.00'1, PR(. YCI MY REYII:INED RY,_.__._.______.__._.._.._.__._..__._...___ )At; R.EVtSI11P1 Dr1It. 3ro' X aro" r;oNPEN.$0F., 61-45, 4' THICK 1+1 1--1 -- I—..- I -1 —1 . —.I A^P— , A r-jr-v I % [:,--/ I I %./I I./ L.t UI Jr, VT- V e-\ Q ^ IV a k -,I 11.1 SECOND COUR61H OF CMU CHAIR E3LOCK WITH 4' INTERIOR LEDGE S REBAR VERTICAL REINrORCIH(,-:� AT 4VNIN. SCE DETAIL 2/6,2 ca I. TH16 PF.15k'iN UJILI.- MEET THE 100 MPH WINID LOAF AS PER 16FICTION 1(206 OI- THE: 2001 FF3C 2. FOR FOUNDATION ANP I-IA60NR.'-r' PETAII-5, 6FE 51 -Jr -ET 6.2 F'OUNDA110H PLANA SCALE: 14' = I'-0' ul-RUNUU., $ AIP"Cl-11110"UUM. UA, '100 VENETIAN COURT SANFORD, FL 3277'1-9546 14+ PHONE: 407 32,1979-4 FAX: 407 3219794 CELL: 32,14 36 9581 EMAIL: designersarch@pol.com FL #AA0003555 NEW EAS'l 8HG �) �� rr� �cr�ti KEY PLAIJ NOR 11-1 REVISAN1 # UAIE T .i;;i FOLUM I 10H �Yll �R�TR IZ FOUNDATION w cl 01 N—AN-1 0 u cl 9 ITT Irf'ORNiAl 1011 DME I fju W)2 DRAWN BY: SRR/ JU FRUPF(J NO: RE'VEWEL) BY: JIA(e REVISAN1 # UAIE T .i;;i FOLUM I 10H �Yll �R�TR IZ FOUNDATION w cl 01 N—AN-1 0 u cl C-) _0 ci u cu C= cn r u ci to LJJ to to ry 110 CD Cu U) CR (D C.) rt - C= LL u :1~1 I I'llig- in MIND VNIN mj�m m"11mmusymmm— I III I , 1 11 1 1 WELDED -WIRE MESH #r5 L-)OWrzL 41-01 cc 4.' THICK, 30000 CONC-PrzTE ON e0TH'51PF-6 OF 51_A3 W/FIF3EF1-IF$H ALL. DOORS 4 WINDOW Pr-- INFORCIN65 4' CONC. SLA15 W/ 6 X OPENING5 10/10 WW.M. ON 6 HiL. VAPOR F�ARRIFR ON CLEAN,WrziJ_-COMPACTFP, x a, x 16' Trzf;4_11'I'E_TF1EATEQ FILL. CHAIR IBLOCK f9LOPF DOLM 3' x 8, x 16' I STANDARD CI"1U T ,RAPE T-1 —VAPOR, BAFRIER W/ 4--L (o I-111 VI5=r-_FN I I C DOWEL A. --CLrAN, COMPACT i�, 11 _111- oll 7=1 11 .4 4 (3) CONTINUCIAe) (1) G0NT, 4- 7 I I I., -d I 25" IN) MIN. 7 TDE-2 ISDEWALK D_ _ AL Jw©T CON"'TH''U Y OF RONFORCEMERf 2 L7_ALF_. 3/4' V-0, 3 5CALE; 3/4' - I'- 5GALE: 3/4.' V-04 :—r �01 I' DEEP SAW CUTS TO Dr= NAPH WITHIN 24 HR5. OF POUR. A5 PEP, 15FECIFICATIONS WIXF SHALL E3E CONTINUOUS AT ALL CONTROL JOINTS (TTP. C.J. U.O.N.) Va' WIDE x I' DEEP GROOVE WITH FAST DRY TRAFFIC 5FEALANT FILI-EF, AT EXP05EP FLOOR LT—I I - X_ X--X--X—X--X--X-4 RE: INFORCING (TYP.) SAW CUT" JOIN Designated as 'CJ' on Foundation Plan CONT. PVC CONTROL JOINT IN61ERT ,--EXPANSION JOINT 11ATERIAL. �•,� 5F -F 5,1 FOR LOCATION FILLEP CELL (TYP.) UB EXPANSION JOINT COi l rF,?,()L 5L( XX LINI T MzTAL, r,.E)'WA'I' (C -t A L. VAN I z r= r--))" CONT. BACKER RIOD AND SE-ALANT P-101,11 SIPF5, _x__x_x X--X.--X oL CONSTRUCTION JOINT- 1) 'Mr,J.'=MA'50NR)' CONTROL. JOINT TI'P. GOLD JOINT I5F_TWr7:FN POLIF.5 OcCUFP5 2) PROVIF)JE A IDUMI-11- JOHT AT Tlr= 5IF-AMS ON0' AT "C.J.' I-OCATION13 5r=F- FNrD, PLAN IN LINF_ W/ Mci. C'UATROL PfaC 1f ll' IDETAILIS MASONRY (C0 rA T R 0 11, PFY' DETAL (M,,(CJ,) 11 L 5 ALF: 3/4'SCALE:4' SCALE: L=r E-0] ............ ff% fu ILI I1 -J arrow a "'Elm"120"ALu F"k ff 'I I ""C'ETE, MA^v"m%wlrft & wH`E1NFu""R(;%1N%f7" DESIGN CRI fERIA: CONCRETE & REINFORCING. MASONRY: D1 ALL WORK SHALL CONFORM TO AT LEAST TME MINIMUM STANDARDS OF THE C1 CONCRETE WORK SHALL CONFORM TO ACI CODE REQUIREMEN FS FOR REINFORCED M'I MASONRY SHALL CONFORM TO ACI STANDARDS & BUILDING CODE REQUIREMENTS STANDARD BUILDING CODE LATEST EDITION. CONCRETE (AGI 3'18-89). FOR CONCRETE MASONRY (ACI 530-881 ASCE 6-80) AND SPECIFICATIONS FOR GENERAL: G2 ALL CONCRETE SHALL HAVE A MIN, 28 DAY STRENGTH AS FOLLOWS: MASONRY STRUCTURES (ACI 530.1-88 / ASCE 6-88). G1 T1 IE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE -THAT DIMENSIONS ARE FOUNDATIONS, FILLED CELLS, TIE BEAMS, SLABS ON GRADE - 3,000 psi M2 CONCRETE BLOCKS511ALL CONFORM TO ASTM C-90, COORDINATED BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR To M3 MORTAR 51 iALL COMPLY WITH ASTM 0270, TYPE'M'OR'S'. FABRICATION OR START OF CONSTRUCT ION. C3 REBARSSIIALL-CONFORM ,roA'o"IM-615Gf?AL)E60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 02 NO STRUCTURAL MEMBER SHALL BE CUT, NO I C1 IED OR OTI IERWISE REDUCED IN STRENGTH. C4 SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS FOLLOWS UNLESS (33 THE GENERAL CONTRACTOR SHALL COORDINATE.. ARCHITECTURAL, MECHANICAL AND OTHERWISE NOTED: ELECTRICAL DRAWINGS FOR ANCHORED, EMBEDDED OR UNLESS OTHERWISE NOTED WELDED WIRE FABRIC: 6" OR DETAILED. SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS, ALL 0*1 HERS: SEE DETAILS (34 ALL SECTIONS AND DETAILS SHALL BE CONSTRUE[) TO BE TYPICAL UNLESS C6 REINFORCING IN WALLS, FOOTINGS AND BEAMS SHALL BE CONTINUOUS AND LAPPED OTHERWISE NOTED OR DETAILED. 36X BAR DIAMETER KI SPLICE UNLESS (YI I IERWISE NO I ED, I i0OK AND LAPALL CORNER AND IN I ER8EC TING BARS. FOUNDAFIONS: C6 MINIMUM COVER FOR REINFORCING SHALL BE DETAILED. F1 CON TRACTOR SHALT. DETERMINE IF ANY UNSUITABLE CONDI I -IONS ARE DISCOVERED DURING EXCAVATION W1 IICH WOULD PREVENT ATTAINMENT OFTHE DESIGN SOIL PRESSURE REQUIRED BY THE SOILS REPORT. REV1510115 REVMH I DAIL F'(_1__)'RJr\bA'fl0N' DITAIL"S' (7) 0 ROQoor FIRAWNCU PLAN KEYNOTES WINDOW HEADER. ALL WINDOWS T-0" WIDE. USE (2) 2X6 WITH SIMPSON HEADER HANGER RFIH6" OR EQUAL EXCEPT AT WINDOWS MARKED WITH KEYNOTE 2 . SEE SHEET 3.4 FOR HEADER SCHEDULES & SUPPLEMENTARY INFORMATION. WINDOWS T -O" WIDE. USE (2) 2X,12s WITH 112" PLYWOOD FLITCH PLATE. SEE SHEET SA FOR HEADER SCHEDULES & SUPPLEMENTARY INFORMATION. 0 DOOR OPENING T -O" WIDE. USE (2) 2X10s WITH '112" PLYWOOD FLITCH PLATE. SEE SHEET SA 31-j FOR HEADER SCHEDULES & SUPPLEMENTARY INFORMATION. HVAC INSTALLER : ENSURE ATTIC SPACE CLEARANCES ARE ADEQUATE FOR INSTALLATION AND SERVICE OF AIR -HANDLER UNIT AND INITIAL DUCT RUNS. VERIFY WITH TRUSS MANUFACTURER TRUSS BO FFOM CHORD IS OF SUFFICIENT STRENGTH TO SUPPORT THE WEIGHT OF 3/4" PLYWOOD DECKING AND (2) HVAC AIR -HANDLER UNITS. 05) TRUSS MANUFACTURER: NO TRUSS WEBBING THIS AREA, AREA TO REMAIN OPEN FOR HVAC INSTALLATION. REFER TO PLANS FOR SUPPLEMENTARY DETAILS. COORDINATE WITH HVAC INSTALLERTO ENSURE BOTTOM CHORD SUFFICIENT TO SUPPORT THE WEIGHT OF 3/h" PLYWOOD DECKING AND (2) HVAC AIR -HANDLER UNITS ALONG WITH INITIAL SHEET METAL. DUCT RUNS. STEP-DOWN TRUSS Sl EP-DOWNTRUSS, GIRDER HEADER AT FRONT DOOR (NOT 51-IOVVN FOR CLARITY): (2) 2X'12s'V'fITI,I'1/2' PLYWOOD FLITCH PLATE. 0(1911 HEADER AT INSIDE DOORS IN BEARING WALL: (2) 2X12s WITH 1/2' PLYWOOD FLITCH PLATE. TF,U-'-;5r=S TC) E31F F3'7" TPU,5(,; t-WILIFACTUFF—R 13'-2" 6LOFr: I TF -1,155 HIE101-IT TO HATCH FX16TING EXIENF$ OF AtTIG MPAGE TO f3E TO BL DECKED WITH 3/4' K -TUX -01) HIP PACKA6E SUPSON 111'51`116, TYPICAL EACH 'fRU55 NORTI'll 1RU55 'A' 9 24" OC ROOF FRANNG PLAN / NEW CON','--�)TRUCTNON 6CALE: 1/4' m P-0' 5LOPF A T ntg,', HEIGHT �j tO HArCH FX15TING .,I VlAtal EXIFM ADJACENT 11MO-1 EXISTING ADJACENT I`=�II���I I lk 5 -Si E"'I 11C PRO-0HU", cl 'P rL i IGJ aQ--LF., HaILME SPACE TO 1015E NECHANICAl- R-14 NINMI 10 COMPLY WITH FL BLDG CODE vF-CTIGN5 404,28.1 4 604.1ADC] (C-3-INATE ZONE 6) 1 To P�FIIIT MECHANICAL 1EQUIF11RIT IN ATTIC WACE6, STRAP 9 4'-0' OC HANIX-PANL . u1slous AUCI-1111-ClUAL uAlp '100 VEND IAN LOUR l' SANFORD, FL 3271'1-9546 40 PHONE: 407 32,19794 FAX: 4073219794 CELL: 32-1,136 9.131 EMAIL: FL MAOUM55 NEW E)9,':'3'HRG 77- 7 x7/ 7 /11% KEY RNA -- -------- � n 1 ( ,r3a".,: Q.) r �x:..� al 1-W DATE: 1 �-Y 2002 DRAWM BY: --- SRR/ tp PROJECT MO. 2002-24 L REVFWED BY: JA(j'.i i REVISIONS wr� I RFVr"I DAIE'l ROOF FRAMMG PLAk'l KEY NOTES TRUSS SGIMMIC C-) FOUNDATIONS: I. MAXIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2060 LBS, PER SQUARE FOOT. 2. FILL UNDER FLOOR SLABS SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DENSITY (A.S.T.M, D1557) 3. IT SHALL BE OWNER'S RESPONSIBILTY TO VERIFY SOIL BEARING CAPACITY AND SUB SURFACE CONDITIONS, PRIOR TO START OF CONSTRUCTION. OWNER'S GEOTECHNICAL CONSULTANT MAY RECOMMEND DIFFERENT SITE PREPARATION REQUIREMENTS THAN LISPED ABOVE. CONTRACTOR SHALL COORDINATE SOIL INVES TIGA[ION FINDINGS AND SUBSEQUENT RECOMMENDATIONS WITH OWNER AND HIS GEOTECHNICAL CONSULTANT. 4. DO NOT BACKFILL AGAINST THE BUILDING UNTIL THE SLAB -ON -GRADE AND ROOF DIAPHRAGM ARE IN PLACE. CONCREFE: 1. DESIGN OF REINFORCED CONCRETE CONFORMS WITH BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE - ACI 318, LATEST EDITION 2. CONCRETE SHALL HAVE AN UNCONFINED COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, 3. GENERAL CONTRACTOR SHALL CHECK ARCHITECTURAL, MECHANICAL, ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, ANCHORS, HANGERS, SLAB DEPRESSIONS AND OTHER ITEMS RELATED -To CONCRETE WORK AND SHALL ASSUME FULL RESPONSILITY FOR THEIR PROPER LOCATION BEFORE POURING CONCRETE, 4. AT OPENINGS IN SLABS OR WALLS, PROVIDE 2 - #6 BARS EACH 6-0" LONGER THAN WIDTH OF OPENING ON EACH OF 4 SIDES OF OPENINGS, UNLESS SHOWN OTHERWISE. 5. PITCH CONCRETE SLABS, WHERE REQUIRED, TO FLOOR DRAINS SHOWN ON THE ARCHITECTURAL AND MECHANICAL DRAWINGS, 6. CONCRETE PROTECTION FOR REINFORCING BARS SHALL BE AS FOLLOWS ; FOOTINGS 3" CLEAR, BOTTOM AND SIDES, 2" CLEAR, TOP WALLS 2" CLEAR, OUTSIDE FACE, 1" CLEAR, INSIDE FACE SLABS 1" CLEAR BEAMS 1" CLEAR TO STIRRUPS COLUMNS 1" CLEAR TO TIES DESIGN MIXES: 1, PROVIDE NORMAL WEIGHT CONCRETE WIT II TIIE FOLLOWING PROPERTIES: 3000 PSI. 28 -DAY COMPRESSIVE STRENGTH, USING TYPE I PORTLAND CEMENT. NO FLY ASH OR OTHER POZ70LAN IS PERMITTED, SLUMP LIMIT 3" TO 5". AIR CONTENT TO BE 2°/6 TO 4%. SUBMIT MIX DESIGN BEFORE START OF CONSTRUCTION, DESIGN MIXES : 1. PROVIDE NORMAL WEIGH [ CONCRETE WITH'THIE FOLLOWING PROPERTIES: 1. 3000 PSI 2B DAY COMPRESSIVE STRENGTH, USING TYPE I PORTLAND CEMEN F. NO FLY ASH OR OTHER POZZOLAN IS PERMITTED. SLUMP LIMIT 3" TO 5" AIR CONTENT TO BE 2% -IO 4% SUBMIT MIX DESIGN BEFORE START OF CONSTRUCTION. CONCRETE ANCHOR AND FAS TENERS : 1. EMBEDMENT ANCHORS SHALL BE NELSON HEADED ANC[ IORS WITH FLUSH ENDS (OR APPROVED EQUAL), SIZE AND SPACING AS INDICATED ONTHE DRAWINGS. STUDS SHALL BE END WELDED IN ACCORDANCE WITH RECOMMENDATIONS OF THE NELSON STUD WELDING COMPANY, 2. EXPANSION ANCHORS SHALL RE WS SERIES WEDGE ANCHORS AS MANUFACTURED BY PIIILLIPS RED HEAD, OR HILTI KWIK BOLTS AS MANUFACTURED BY PHILLIPS RED HEAD, OR HILTI KWIK BOLTS AS MANUFACTURED BY HILI 1, INC. OR APPROVED EQUAL. 3. IN LIEU OF EXPANSION ANCIIORS CAST -IN-PLACE INSERTS WILL BE PERMITTED AS MANUFACTURED BY WOMAN & BERNARD, OR APPROVED EQUAL. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO AS; T,M. A615,011ADE. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS SHOWN IN THE'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES'; ACI 3'15, LATEST EDITION", 2, REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO AS.T.M. A615 -GRADE. 60, EXCEPT THAT NEW BILLET STEEL CONFORMING TO A.S.T,M. A615 -GRADE 40 MAY STILL BE USED FOR COLUMN TIES AND BEAM STIRRUPS. ALL RETAILING AND ACCESSORIES SI IALL CONFORM TO *TYPICAL DETAILS SH IOWN IN THE WANUAL OF STANIDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES'; ACI 315, LATEST EDITION. GENERAL STRUCTURAL RUCTURAL NOTES, Cont' ue(I REINFORCING STEEL, Continued 3. ALL CONTINUOUS VERTICAL OR HORIZONTAL. BARS IN FOOTINGS, FOUNDATION WAILS, SLABS, AND O [HER CONCRETE SHALL BE LAP -SPLICED, WHERE NECESSARY OR DESIRABLE, BY WIRING TOGETHER IN CONTACT. LENGTH OF ALL LAPS SHALL BE 36 BAR DIAMETERS OR T-6' MINIMUM, WHICHEVER IS GREATER (EXCEPT AS NOTED BY DRAWINGS). ALL BARS AT END OF CONTINUOUS FOOTINGS OR BEAMS SHALL BE CONTINUOUS TO FAR SIDES OF INTERSECTING ELEMENTS, 4. ALL SLABS ON GRADE Sf1ALL BE 4' 1111CK AND REINFORCED WITH 6X6 W1 A X W1.4 WWM UNLESS OTHERWISE NOTED, LAP MESH W AT EDGES AND ENDS AND PROVIDE ADDITIONAL REINFORCING WHERE SHOWN ON DRAWINGS. PLACE MESH IN CENTER OF SLAB. MOISTURE BARRIER BENEATH FLOOR SLABS SHALL BE 6 MIL. POLYETHYLENE. GENERAL CONCRETE & REINFORCING STEEL NOTES : I. EXPANSION JOINT MATERIAL SHALL BE TREATED, PREMOLDED FIBER. 2. PROVIDE VERTICAL REINFORCMENTAS REQUIRED BY LOCAL BUILDING DEPAR 1MENT. 3. CONTRACTOR SHALL BUILD INTO AND ATTACH TO ALL CONCRETE WORK ALL INSETS, ANCHIORS, PLATES, ETC., AS MAY BE REQUIRED TO ATTACH OTHER WORK LOCATED IN COOPERATION WITH OTHER TRADES AND SECURED IN PLACE BEFORE CONCRETE IS POURED. 4, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING WORK. CONTRACTOR SI 1ALL REPORT ALL DISCREPANCIES IN I ITE DRAWINGS AND EXISTING CONDITIONS -TO ]'HE ARCHITECT BEFORE PROCEEDING WITH JIiE WORK, 5. IT IS THE INTENT OF T1 IE ARCHITEC r THAT THIS WORK BE IN CONFORMANCE W/ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY, ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE WITH ALL CURRENT APPLICABLE CODES AND REGULATIONS. TYPICAL FRAMING MOTES TIMBER & PRE-ENGINEERED WOOD TRUSSES ; 1. ALL TIMBER WORK SMALL BE IN ACCORDANCE WITH'THE LATEST EDITION OF THE FOLLOWING REFERENCE DOCUMENTS: A. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (N.D.S.) BY TTIE NATIONAL FOREST PRODUCTS ASSOCIATION. B. TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. C, DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES BY T.P.I. D. RECOMMENDED CODE OF STANDARD PRACTICE_ FOR THE METAL PLATE CONNECTED WOOD TRUSS INDUSTRY BY T.P.I. E. BRACING WOOD T BUSSES: COMMEN TARY AND RECOMMENDATIONS BY T,P.I. F. QUALITY CONTROL MANUAL BY 1,11.1, G. HANDLING AND ERFo TING WOOD] RUSSES BY T.P.I. 2. THE SPECIALTY TRUSS MANUFACTURER SHALL DESIGN ALI. TRUSSES FOR ALL LOADS PRESCRIBED HEREIN. TRUSS DESIGN, FABRICATION AND ERECTION! SHALL.. BE ACCORDANCE WITH THE RECOMMENDATIONS LISTED ABOVE. SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. PRIOR TO USE IN THE PROJECT. 3. SPECIAL TIMBER CONNECTIONS SPECIFIED IN THE. DRAWINGS 81IALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 4. ALI, NAILS AND BOLI S EXPOSEDTO O WEATHER SHALL BE HOT -DIPPED, GALVANIZED, 5. ALL TIMBER FASTENINGS SHALL BE IN ACCORDANCE WITH TABLE 1705,1 FASTENING SCHEDULE IN THE S.B.C. UNLESS NOTED DIFFERENTLY ON PLANS. WALL & ROOF FRAMING NOTES: I. ROOF AND WALL STRUCTURAL SHEAI HING SHALL BE SPAN RATED AND AS NOTED IN PLAN IN ACCORDANCE WITH APA PS 1-83 OR NER-108. 2. PRE-ENGINFERED WOOD TRUSSES, RAF HERS AND OTHER ROOF FRAMING MEMBERS SHALL_ BE SPACED AT 2'-0" O.C, MAXIMUM. 3. REFER TO RAFTER SPAN TABLE. FOR OVERBUILT FRAMING MEMBERS, 4. RIDGE AND VALLEY Sf I' MEMBERS SHIALL. HAVE A NOMINAL DIMENSION OF 2" LARGER THAN RAFTERS. 5, ALL ROOF FRAMING MEMBERS SHALL BE A MINIMUM OF SOUTHERN YELLOW PINE, #2 GRADE. 6. ALL EXTERIOR TIMBER -FRAMED WALL S RIDS SHALL BE AS NOTED IN PLAN WITH STUDS @ 16" O.C. MAXIMUM AND MINIMUM OF S.P.F. #2 GRADE OR BETTER. 7. SEE ADJOINING SCHEDULE FOR HEADER SIZES NUMBER OF FULL LEND If I STUDS STRAPPED'T & B WITH A SIMPSON 112.5 OR EQUAL WITH 10d NAILS EACH SIDE OF OPENING. 8. PROVIDE, A MINIMUM OF (2) 2X4 STUDS U.NL.O.ON PLAN UNDER ALL GIRDERS STRAPPED T & B WITH SIMPSON SP4 OR HUGHES TP4X. GENERAL NOTES: NAK.UG PATTERN & SIZES I I IE NUMNERAIO SIZE Of NNW qR S TAPLF:S CONrIT;C1ING WOOU MEMUEFIa SIW,L N01 UE 1ESS II W11110SE SPECIFIED IN FITC 2001 EUI IUNI.1AKE 400.1 WHERE NAILS OF A TYPE OIHER THAN ITh)SE SHOWN IN 111E 1ABLE M USED RHE NUMBER & $PACING SHALL BE IN M;COROAIICF WITI IE MANUFACTURERS INSTRUCTIONS. 4Y11ERE FRAMING ANCHORS, CLOTS, SFAfLES, GLUE, GY1 UIIIER MEII IOIJS OF FAS IENING ARE USED, TIIEY WALL BE LABELED, LIS f EU & INSFALI-EU IN ACCORDANCE WITH IIIEIRLISIING. PNEWMATIC NAILS: PNEU41AI IC OR MECHANIMLY ORIVEN NAILS Will BE ACCEPTED UNDER 111E FOLLOWING CONDI I IONS: A. MINIMUM NAIL. SVE' 8d OR LARGER SPIRAL. SIIANK''41III: 11INIMUM 0,1IANKDNMEIEll-,Wj 11INIMUM LENGTH - 2' 'MINIMUM HEAO DIAMETER -1501' (FULL ROUND) B. MINIMUM NAIL WAGING (MIN. SHEATHING 7116') GENERAL, NOTES 1. PLANS ARE DESIGNED FOR COMPLIANCE WITHI CHAPTER 1606 OF THE SBCCI "FLORIDA BUILDING CODE', 2001 EDITION. 2. DESIGN LOADS: ROOF DEAD LOAD 20 PSF ROOF LIVE LOAD 20 PSF BASIC WIND SPEED 110 MPH WIND IMPORTANCE FACTOR 1 WIND EXPOSURE B INTERNAL PRESSURE COEFFICIENT 0.18 DESIGN WIND PRESSURE 23.1 PSF 3. THIS STRUCTURE IS NOT DESIGNED TO BE WITHIN THE 100 -YEAR FLOOD ZONE. TIMBER & PRE-ENGINEERED WOOD TRUSSES I, ALL TIMBER WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF TI IE FOLLOWING REFERENCE DOCUMENTS: A. NATIONAL_ DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (N.D,S,) BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. B. TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. C. DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES BY T.P.I. D. RECOMMENDED CODE. OF STANDARD PRACTICE FOR THE METAL PLATE CONNECTED WOOD TRUSS INDUSTRY BY T.P.I. E. BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS BY T.P.I. F. QUALITY CONTROL MANUAL. BY T.P.I. G. HANDLING AND ERECTING WOOD TRUSSES BY T.P.I. 2. THE SPECIALLY TRUSS MANUFACTURER SHALL DESIGN ALL TRUSSES FOR ALL LOADS PRESCRIBED HEREIN. TRUSS DESIGN, FABRICATION AND ERECTION SHALL BE ACCORDANCE WITH THE RECOMMENDATIONS LISTED ABOVE, SWOP DRAWINGS AND CALCU ATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER SHALL. BE SUBMITTED TO ENGINEER FOR APPROVAL PRIO(t TO USE IN THE PROJECT. 3. SPECIAL. TIMBER CONNECT IONS SPECIFIED IN *1 HE DRAWINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDAI IONS. 4. ALL NAILS AND BOLTS EXPOSED TO WEATHER SHALL BE 110T -DIPPED, GALVANIZED, 5. ALL. TIM13" FA,' I ENINGS SHALL BE IN ACCORDANCE WITH TABLE 1705.1 FASTENING SCHEDULE IN THE S,B,C, UNLESS NOTED DIFFEREN TLY ON PLANS. WALL c ROOF FRAMING NOTES: 1. ROOF AND WALL STRUCTUI`ML SHEATHING SHALL BE SPAN RATED AND AS NO IED IN PLAN IN ACCORDANCE WITII APA PS 1-83 OR NER-108. 2. PRE-ENGINEERED WOOD -TRUSSES, RAFTERS AND OT HER ROOF FRAMING MEMBERS SHALL BE SPACED AT 2'-0" O.C. MAXIMUM. 3. REFER TO RAFTER SPAN 'FABLE FOR OVERBUILT FRAMING MEMBERS, 4. RIDGE AND VALLEY SET MEMBERS SHALL I IAVE A NOMINAL DIMENSION OF 2" LARGER THAN RAFTERS. 5. ALL ROOF FRAMING MEMBERS SHALL BE A MINIMUM OF SOUTHERN YELLOW PINE, #2 GRADE. 6. ALL EXTERIOR TIMBER•FRAMEO WALL STUDS SHIALL BE AS NO IED IN PLAN WIH STUDS 916" O.C. MAXIMUM AND MINIMUM OF S.P,F. #2 GRADE OR BETTER, 7, SEE ADJOINING SCHEDULE FOR HEADER SIZES NUMBER OF FULL LENGTH STUDS STRAPPED T & B WITH A SIMPSON H2.5 OR EQUAL WITH 10d NAILS EACH SIDE OF OPENING, 8. PROVIDE A MI111MUM OF (2) 2X4 S IUDS U.N.O, ON PLAN UNDER ALL GIRDERS STRAPPED T & B Will I SIMPSON SP4 OR HUGHES TP4X. ROOF RAFTER SPAN N ABI -E (WITH ROOF SHINGLES EINk` If GILL; MAXIMUM SPAN ZONE 1 C/C -......-__ 10" 4.1/09 2X461.011 ..�......`�-2,1 71-0„ 2X6 10'-0' 121.4" --- 2X8 13'-0' 15-0" 2 X 12 2U' - 0., _ 6" - NOTES : I. RAFTERS SHALL BE SOU I HERNI PINE. #2 GRADE OR BET1 ER. 2. MAXIMUM SPACINNG SfIALL BE AS NOTED IN TABLE. 3, RAFTERS SHALL IST~ SHEAT"HEI;1 WITH SPAN RATED STRUCTURAL SHEATHING AS NOTED ON PLAN, 4, NO CONCENTRATED LOADS SHALL BE PLACED ON RAFTERS. 0 AREA �..�.� EDGE FIELD 8d COMMON HAND NAILED EDGE_.^.._ FIELD ZONE 1 6" ...,.. 811 (`11 .._.. ..�......`�-2,1 ZONE 2 ( Raaf Edge 4") 4" _ 6" - 6" _ 6" ZONE 2 ( Ridge) 6" w 811 6" _ 6" - ZONE 3 4" 611_.SII _ 6" - GAl3L_E 'TRUSS - 4" O.C. 4' (2) 2X4s IF noon ED% REINFORCED MASONRY UNTEL MlEDULE CL.Ii. OPENING, NOMI. DEP T f I TYPE TYPICAL, DETAILS S _ GROUr 0'_0" 1'Q 01 a0" 8" L T- I - W ►5 a V CLEAR tt VER 6'.,0° to L2 GROUT (I)'5 ul, - - = P CLEAR NOTES : -- ---�- 1. LINTEL SHALL SPAN CONTINUOUSLY BETWEEN BEARING EACH SIDE. 2. PROVIDE 8" MINI. BEARINGS. 3. EXTEND BOTTOM REINFORCING TO END OF BEARING EACI1 SIDE OF OPENING. 4. PROVIDE LINTELS AT ALL MASONRY OPENINGS (DO NOT INSTALL UPSIDE DOWN) 5. PROVIDE SOLID GROUTED OR SOLID MASONRY JAMB UNDER LINTEL EACH SIDE OF OPENING WOOD HEADER SCHEDULE 2 X 6TLIP CGPrfINUOUS - 2 X BTIIE') CcfltIPjLa5 TO TOP PLATE TO f OP PLATE 10d NAILa 12' (INTERIOR) 0,C. v e 1 (;,'(EXT.) O.C., 5rAr�EFEp J» ° T noon rmm, T_ -- (U 1_51"A[2 STRAP HEADER a - GaRINWA6 ACROsS LAF:y-iFR THAN 5'-0% Q I L16F (2) 2X 6TUp6 4 '12' C/O - (2) LVA12 STRAPS NOM-M-AI<1INel WALL 103 4' (2) 2X4s IF I -E 4'Lu 1 - (2) 2 X 10s ----0 I _ 2.1' - 0" 5'-1"TOT-0" (2) 2X12s (2) 2X6S �� I (j)I (� On I. USE HEADER SIZES ABOVE UNLESS OTHERWISE NOTED ON PLANS. --` I 2, FASTENING SCHEDULE & PATTERN PER FBC 2002 EDT. TABLE 2.306.1. WHERE NAILS OFA TYPE acLn H-- _--_._.__.______._.-_ - - ______________-I � a -- ACCORDANCE WITfI T1 IE MANUFACTURE'S INSTRUCTIONS. ®_ I 4' noon ED% REINFORCED MASONRY UNTEL MlEDULE CL.Ii. OPENING, NOMI. DEP T f I TYPE TYPICAL, DETAILS S _ GROUr 0'_0" 1'Q 01 a0" 8" L T- I - W ►5 a V CLEAR tt VER 6'.,0° to L2 GROUT (I)'5 ul, - - = P CLEAR NOTES : -- ---�- 1. LINTEL SHALL SPAN CONTINUOUSLY BETWEEN BEARING EACH SIDE. 2. PROVIDE 8" MINI. BEARINGS. 3. EXTEND BOTTOM REINFORCING TO END OF BEARING EACI1 SIDE OF OPENING. 4. PROVIDE LINTELS AT ALL MASONRY OPENINGS (DO NOT INSTALL UPSIDE DOWN) 5. PROVIDE SOLID GROUTED OR SOLID MASONRY JAMB UNDER LINTEL EACH SIDE OF OPENING WOOD HEADER SCHEDULE 2 X 6TLIP CGPrfINUOUS - 2 X BTIIE') CcfltIPjLa5 TO TOP PLATE TO f OP PLATE 10d NAILa 12' (INTERIOR) 0,C. v e 1 (;,'(EXT.) O.C., 5rAr�EFEp J» ° -- (U 1_51"A[2 STRAP HEADER �- WEN OPENIW3 18 - GaRINWA6 ACROsS LAF:y-iFR THAN 5'-0% OPENING (GLUED 4 NAILEp L16F (2) 2X 6TUp6 4 '12' C/O _ WHEN U51N1C, PL'fivop) OPENING WIDTfI EE -MIM -11 WALL � (2) LVA12 STRAPS NOM-M-AI<1INel WALL (2) 2X6s (2) 2X4s 5,q, (2) 2 X 10s (2) 2 X 6s-- � - 2.1' - 0" 5'-1"TOT-0" (2) 2X12s (2) 2X6S 26'- 0' T-1' TO 9'4' (2) 2 X 12s W/ 1/2' PLYWOOD FLITCH WOOD IIEADER NOTES : (2) 2 X 12s� 4_ I. USE HEADER SIZES ABOVE UNLESS OTHERWISE NOTED ON PLANS. --` 2, FASTENING SCHEDULE & PATTERN PER FBC 2002 EDT. TABLE 2.306.1. WHERE NAILS OFA TYPE r OTHER THAN THOSE SHOWN IN TABLE 2306,1 ARE USED,' THE NUMBER &SPACING SHALL BE IN � a -- ACCORDANCE WITfI T1 IE MANUFACTURE'S INSTRUCTIONS. 3. PROVIDE 10d COMMON GALVANIZED NAILS AT 6" O.C. AT EXTERIOR EDGES AND 12" U.C. AT (. L INTERMEDIATE (TYPICAL). V 4. USE 'SIMPSON HEADER HANGERS° SERIES "HI -14" OR 1116 AT ALL HEADER STUD CONNECTIONS (TYP.), sIr If cr1 �,rl?Orlc E11.1-4 5HOU,PI (TYP.) F REV15I0IAS REVISVINI # [I"RAMING' ""lUrrr J DA IE 6' NEW CONDENSOR PROVIDE WP/GFI SERVICE OUTLET THIS LOCATION FOR CONDENSER UNIT. WIRE: EXH, FAN THRU LIGHT SWITCH, [IWP ALL RESTROOMS ® ® 0 O GFI o o Y:'s.• '';:3.fir'q.N:%i '3r:;�` ;i?..'F".»){Fia;rr,•»sa2%{':? £,is'`;<i�a!,': X o o 71-1 X O GFI 7 ® - X X X X X X 3 EXISTING PANEL C C' �, i >>EE I WP, GFI X ® O�EE i 3I[--- ' 4) PLATFORM X X LIGHT X r^� I • X j I X L_ _ f X � X ` ® X . • X X \ X \ X X Lj X X X �J° 3 X X ' WP, GFI EROVIDE THE FOLLOWING INSIDE ATTIC SPACE. ,REFER_ TO ROOF FRAMING „PLAN„SHEET S,3 Q PROVIDE SWITCH FOR ATTIC PLATFORM LIGHTING. ENSURE THAT SWITCH IS VISIBLE AND WHHIN EASY REACH INSIDE STAIR OPENING, M0 PROVIDE (2) 2 -BULB X 8' FLUORESCENT LIGHTING FIXTURES CENTERED OVER ATTIC PLATFORM. D PROVIDE POWER FOR HVAC AHU EQUIPMENT. 1 PROVIDE ADDITIONAL 110V OUTLET AS REQUIRED BY CODE, D PROVIDE POWER FOR 110V HOT WATER HEATER. NOTE: WATER HEATER LOCATION T.B.D. EXT, OF PLATFORM r. ckl- E21 F3 R CD a AIR HANDLE x W o z 1 PFI 115V N¢ n ¢ o EXT. OF PLATFORM W w w ul REVISIONS J F a ON # DATEDN- . a .....,.... 11A ATTIC HVAC PLATFORM DE^1�A1 L ELECTRI CAL P J — LAN POWER 8c LIGHTING SCALE: O" SCALE: 0" 1'--0" w r 3 LAYER MANAGER : ELECTRI(;AL NORTH a NORTH a z-LECTRICAL PLAN z w m w 4 N a 0 N N I C7 D! r a Q n </ . R�M'+4*.FRMNtWp%WiGTIwfPTR�lutsl.;lM'.'!!1#iet � {rte?.l[ e , DESIGNERS ARCHITECTURAL P. A. 100 VENETIAN COURT SANFORD, FL 32771-9546 ®�A PHONE: 407 3219794 FAX; 407 3219794 CELL: 321436 9581 EMAIL: designersarch(c�aol.com FL #AA0003555 NEW EXISTING KEY PLAN a D NO SCALE NORTH ter, J� �3 w Q �J� s n e�® SHEET INFORMATION DATE: 23 JULY ?_O( � DRAWN BY: SRR/ JL ' PROJEC 1� N0: 2002--2 REVIEWED BY. JAG B 1. DESIGNERS ARCHITECTURAL w w m P. A. 100 VENETIAN COURT SANFORD, FL w 32771-9546 e0® PHONE: 407 3219794 FAX: 407 3219794 CELL: 321436 9581 EMAIL: designersarch@aol.com FL #AA0003555 NEW EXISTING KEY PLAN \ NO SCALE NORTH a a L L.l V) LTJ F-- Q - C7 cn 771 r T� 76 1 �I 1 i 4++ SHEET INFORMATION DATE: 23 JULY 20 2 DRAWN BY: SRR/ JL ' PROJECT N0: 2002-2 REVIEWED BY: JAG Q w LAYER MANAGER : HVAC M 4 It (9 P ECHANICAL PLN Q�� w w m w w REVISIONS Ix Q REVISION # DATE a a Q w LAYER MANAGER : HVAC M 4 It (9 P ECHANICAL PLN Q�� W - THROUGH CUP13 PIFIW5 ARRArraFMErlr SEE PLANS"f IP W4 RCUTW CONDENSATE MAU N. T. S. 9FAL 6PIN-Irl FITTRIG IUITII MASTIC. / EfIN-IN rITTWi WITH VOLu lU PAMPtR MIR 1'%' IAIPE GAI-V, 91RAP rLEX DUCT 51ZC 13AMF A9 NECK SIZE, CEIL1rrz Rr ID DUCT glrrup't=R DFUSER DETAL N. T. S. Q , 22' OUTSIDE DUCT DIMENSIONS TYMCAL 20vA DUCT N, o HETAL FRAHE `#PAPPFU 1#1111 URYWALL ANU 3/4' PLYWOOD 1 OP. NO fE: f:E IURrl UUCT CONIINUES TO 001401`1 OF AIR HANULER FPEON LINES 51ZEU TO NANUFACTUREV5 REQUIREr1FNTS WI111 1/2' APH-04LEX. CUNUEN5AfE LINES '10 LSE 3/4' FROi1 15t FLOOD UNII'5, I" FROH 2nd FLOOD UN11'5; ALL TO TE0,11NATE IN GRASSY AREAS (SEE CIVIL W..AWINGS FOP ACTUAL- TERMINATION POIN I S). S` AN113 I�JL ��I N. T. 9. FIRE5I AT AHEAD OF OUTSIDE AIR - PA DUCT OA DUCT WITH VOLUi'IE DAr1PER SEE PLAN At 5UPPL'( DUCT - r. CLEAN OUi' 1� PEFOGEPANT LINE5 AUX, LIQUID TIGII f GALV, STEEL DPAIN PAN -- 2" UEFP ANI) 2' ► ARGER ON ALL 511,T-5 flIAN THE AND, W/ FLOAT SWITCH 51IUTUOWN OF UNf UPONCONIUENSATE OVERFLOW 'YINCAL f' N. T. ;3. N. T. S. R()Gf IRISS HIN. 012 GAUGF ''$TEFL HANG 1r* MIN. #12 GA1.1<3 " WFEL IAW ClWa DUCT Z.IRLIN COP hlrl. IIx GAtI�,F iTEFI HIANC,IrlG U1R.E .3' WIDE .30 GAUGi= METAL STFAP or U-04/4-4IEL 3' UPI-= ..30 GAUGra h1ETAL STRAP or U-CHAWEL FI.Cx DUCT MIN. 1-1/2' WIPF GALVAr11ZFP STIMr GENERAL HVAC NOI'E I. THE DRAWINGS DEPICT THE REallReEiD HVAC SCOPE OF WOW-, ALL WORK 15 A550G;IATED WITH NEW CONSTRUCTION, THERE IS NO DEF-IOL-ITION SCOPE OF WOf�, IN THE HVAC DISCIPLINE. 2, THE WORK $HALL 15E DONE IN ACCORPANCE WITH TiME MOST RECENT EPI MONS OF THE FOLLOWING, STANDARD MECHANICAL, PLUM13ING AND Elrp� PREVENTION CODES, NFPA 90A AND 101, ASHRAEr, 5r'IACNA, NEC AND THE CITY OF SANFORD, FLORIDA. 3. CONTRACTOR SI -TALL OE-DTAiH THE N[ CESvAR`Y' PERMITS AND PAY THE ASSOCIATED FEES. 4, COORDINATE ALL. W RK WITH THE 0MI EWR, GENERAL CONTRACTOR AND ASaOGIATED TRADE'S. 5, ALL. NEW RIGID AND SQUARE/RECTANGULAR SUPPLY AIR AND RETURN AIR DUGTIUOfaK 5144L1 BE; 1.5' THICK FIRERC-xL_ASa PUCTBOARD WITH A MINIMUM R -VALUE OF R-( .0. ALL FRESH AIR DUCTWORK SHALL- BE G-90 GALVANIZED STEEL SNAPL-OCK. WRAP DUCTWofJ< WITH 2.2' 3/4 POUND DENSITY FIBERGLASS DUCT WRAP WITH AN F$5K VAPOR BARRIER. JOINTS SHALL BE MADE UJI'rl-1 GLAS5 FAB AND APPROVED MASTIC AS REQUIRED BY LOCAL ORDINANCE. FABRICATE AND SUPPORT ALL DUCTWORK. IN ACCORDANCE WITH 5MACNA. DUCT DIMENSIONS REFERENCED Ar -',v CLEAR INSIDE DIMENSIONS. ALL NEW FLEXIBLE SUPPLY AIR, RETURT! AIR AND TRANSFER AIR' DUG'TILIORK 61-IALL BE CON5Tn, CTE'D TO SMACNA STANDARDS WITH AN INTEGRAL VAPOR BARRIER AND A NINIMLIM R -VALUE OF R-6.0. ALL PUCTWor-JC, r'1A5TIC5, ETC. SHALL HAVE A MAX. 25 FLAME SPREAD AND MAX. 50 SMOKE SPREAD DEVELOPED RATINGS. EXHAUST DUCTS TO BE T -FIN. h. INSULATED SACK -TYPE GRILLES t 1::)IFFU5EF,5 TO BE 1J5FD, SUCH AS RENPS. -1. INSTALL 511OKE DErECTOR5 IN THE RETURN AIR DUCTWORK PRIOR TO MIXING lUl'1'H OUTDOOR AIR AND IN THE SUPPLY AIR DUCTWORK", PRIOR TO THE FIRST B RANCH 'i'0 SHUTDOWN THE RfUs UNLE55 NOTED OTHERWISE ON THE PLAN5. INSTALLATION 5HAL_L ComFLY wi rH THE SMC AND CITY OF ORANiGE CIT -T' ORDINANCES. 0. AIR BALANCE SHALL BE DONE E5Y HVAC CONTRACTOR 9, PROVIDE THE OLLNER WITH (3) COPIE-S OF ALL EQUIPI`TENT GUARAN'TE^ES, WARRANTIES, PARTS LISTS, F=TC. SCHEDULE A MINIMUM OF (2.) HOURS AT THE PROJECT SITE TO FAMILIARIZES THE OWNER OR THEIR DIw51GNATE D REPRE-5ENTAHvE(6) WITH THE WAYS IN WHICH THE_ SYSTEMS ARE OPERATED AND MAINTAINED, 10. l_OCATIOi`I8 OF THEr-l-tv5'rAT5 ARE CRIGGESTED. VERIFY ACCEPTANCE WITH THE OWNER PRIOR TO I1\15TAL-I_ATION, MOUNTING 1-117161 _ra 5HALL Cowopm TO ADA REQUIREMENTS. 11. PROVIDE= PROPER ACCESS F -Of' ALJMECHANICAL EQUIPMENT COMPONENTS REOUIRIN6 SEwRVICFw, ACCE55, INSPECTION AND USE IN ACCORDANCE WITH THE 1" iANUFACTLIRER'5 RECOMMENEDATION5, SMC AND CIT i' OF ORANIC;iF CITY, COUN r'( ORDINANCES. 12. THEr�E ARE NO DUCT OR PIPINCx PENETRATIONS OF ANY FIRE -RATED A55EMBLIE6. AS A RESULT, THERE ARE NO FIRE= DAMPER DETAIL.$ OR PIPING PENETRATION DETAILS 51-laWNl. 13. ALL CONDFNSATE PIPING 5a^ AL.L BEa 5-40 PVC WITH 5OLVENT WELDi:D JOINTS, 14, AL.L OUTDOOR AIR 15 PROVIPFD IN ACCORIDANCE WITH ASF-IF.AE r02. OUTSIDE'AIR t EXHAUST DUCTWOfPJK SHALL 5E SNAP -LOCK AND JOIN -T5 SEALED WITH RCP -,5 NA5TIC, 15. SUPPLY DIFFUSERS AND RETURN -,SIF? GRILLES 50ALL BE PEF�FORATED LAY -IN TYPE= WITH NECK 5IZE5 AND GFMs A5 SHOLUNI <::N 'NE'.CWNIICAL PLANS. 16. PROVIDE DALANCINLG DAMPERS IN ALL RLIHOUT5 TO DIFFUSERS AND GRILLE5. 17. CONDENSATE DRAINS SHALL- Pr, TEF4 11NATED AT GRASSY AREAS OUTSIDE of BUILDIWa op. DRl'WELLS. 10. REFRIGERANT PIPING SIZES 51­41ALL_ BE PER. NAUFACTURER'S RECOMMENDATIOF,15. 19, WALL LOUVER5 SHA[ -L BE RUSKIN OP, EQUAL. 20. UNITS 2000 CF N OR LE55 5HALL HAVE A FIRESTAT IN RETURN AIR FOR FAN SHUT DOWN. NOTA: UNITS 2000 GFM op, LF -55 MAY USE A FIRFaTAT FOR. FAN CONTROL SHUTDOWN. 5HUTPOUA GEVICE 51-IALL BE LOCATED IN THE -15UPPIL'i AND RErLIR[,I AIFF, PRIOR TO MIXING WITH FRESFd AIR. 21. UNITS 2000 CFM OR GREATER SMALL HAVE A SMOKE DE,rECroR IN 6LIPPLY All?, PRIOR TO FIRST OUTLET AND RETURN AIR PRIOR TO OUT51DF AIR DUCT AND WIRED FOR FAN 5HUTDOWN1. HVAC AC 1INFORMA 11 MA OfT=1GE HVAC 5Y5TEi-1 -----•---__.__._ ..._ _.�.�,.,.________,______ �, 5 610 NO. TONNAGE FRESH AIR INTAKE AIR HANDLER UNITS 1110"CES 5Y5'IFN #I 5 fON5/IOKW N/A AI1U #I CLEARANCES FOR THE SERVICING OF MP EQJIPNENT. INSTALLATION SHALL COMPLY WITH THE MANUFACTURERS FIL-1E P -BACKED, 5PECIFICATIONI AND INSTALLATION REQUIREMENTS USWG U1- APPROVED f181 -TYPE TAPE NOTES: HVAC EQUIEIEN't SCH�QUI_r ANp N0TE5: AHU-1 JANITPOL MULTf-PO51flON ELECTRICAL I1 AT/COOL AIR IIANULEP, COOLING CAPACITY 5-TU1J5; IIEAfING CAPACITY J1,000 01U, SNIPPING WC -16311 1115 1,05 SUPPLY AIR, AUXILL.ARY DRAIN PATI & FLOOD CONTROL SWlfr,1I Cll-I JANIROL CY162-1 OP EUUAL 5 -TON CONUENSNG UNIT EF -1 COOP OR EQUAL 52 CFi1 EXHAU51 FAN @ 2 CFrl PER 500ARE FOOT FLEXIBLE DUCTINKz-- FREON LINE PENE'TRA'TION RIGID PUC1•ING i LINE LOCATIONS FXHALIST FAN PUCTING — — - - 24'X24' DIFFUSER GRILLE T -BAR LAY -IN tYPE ME=CHANICAL EQUIPMENT SHALL DE INSTALLED WITH PROPER 24x24 RETURN GRILLE CLEARANCES FOR THE SERVICING OF MP EQJIPNENT. INSTALLATION SHALL COMPLY WITH THE MANUFACTURERS FIL-1E P -BACKED, 5PECIFICATIONI AND INSTALLATION REQUIREMENTS USWG U1- APPROVED f181 -TYPE TAPE UNITS TO f3F INSrALLEP WHTI FIRE STATS IN CG M0N t -BAR LAY -IN TYPE RETURI FOR FAN CONTROL SHUTPOIIIN. FIRE STATS PFINFORCED DUCT WITH 2' THICK EXiERIAL IN51JLANON TO DE INSTALLED IN SERIES SMALL DIFFU6FR GiRILLE S"fRE,rcHED 'ro Rf.:movE ACGoP.DIAN ErFECt Ai.L UNITS TO HAVE VICKE DETECTOR TIE •INS, TO f3F 517.E NOTED ON FLAN iN51ALLEP D1` ALARM CallRACTOR. SEPARATE CIRCUI-i' ALL LARGER DUCTS 6HALL BE GALVANIZED SHEET METAL r3'r SAME. SMALL RETURN 6RIL.LF FIRM AIR DUCT - TO 151= GALVANIZED SHEET METAL LOCATE ll+P COVERED Gr -CI OUTI-FTS WITHIN 25' OF ALL SIZE NOTED ON PLAN HVAC C0HPRE550R5 PER 611C i NEC ALL DUCTWOF, IN CONDITKNIED AREA TO 13E 1'/ R4 HAINTAIN 24' CI_EARANCE BETWEEN CONDE1`6ER UH115 EXHAUST FAN z REVOOR3 RE•V610m # UAL f,• L AYER. ti1MLACE �.n+Mw+.ro�.w..n..wrw.w+Sew..++ei.n...ae.aw•+vs�mwmevrm.a.x.�rwwnw�r..npu.rraun MIC� _� 6111 FAL r,101'15& L�[��; `�IIJA�I�_r` FREON LINE PENE'TRA'TION MICIIANA CAlL N(0TE5 i LINE LOCATIONS s Dll�\�'�� NO' UES ENERGY COUr- 5I,1C01qq7 EUfrION 604 ME=CHANICAL EQUIPMENT SHALL DE INSTALLED WITH PROPER CLEARANCES FOR THE SERVICING OF MP EQJIPNENT. INSTALLATION SHALL COMPLY WITH THE MANUFACTURERS ALL FIR EFICiLASS DUCT AND DUCT LI.P.AP 5HALL DIE SEAI,FP 5PECIFICATIONI AND INSTALLATION REQUIREMENTS USWG U1- APPROVED f181 -TYPE TAPE UNITS TO f3F INSrALLEP WHTI FIRE STATS IN CG M0N FLEXIBLE R.O IJi Q DLICT3 - 5HALL. BE FLEXIDLE, WIRE- RETURI FOR FAN CONTROL SHUTPOIIIN. FIRE STATS PFINFORCED DUCT WITH 2' THICK EXiERIAL IN51JLANON TO DE INSTALLED IN SERIES WITH VAPOR BARRIER ANP FOIL -FACING± FLEX I`IUST BE S"fRE,rcHED 'ro Rf.:movE ACGoP.DIAN ErFECt Ai.L UNITS TO HAVE VICKE DETECTOR TIE •INS, TO f3F EXHAUST AIR PUC r - TO BE '1', FLEXIBLE ALUHIN 1,41. iN51ALLEP D1` ALARM CallRACTOR. SEPARATE CIRCUI-i' ALL LARGER DUCTS 6HALL BE GALVANIZED SHEET METAL r3'r SAME. FIRM AIR DUCT - TO 151= GALVANIZED SHEET METAL LOCATE ll+P COVERED Gr -CI OUTI-FTS WITHIN 25' OF ALL P*2113AC:K REnIRNL DUCT ovER SUPPLY HVAC C0HPRE550R5 PER 611C i NEC ALL DUCTWOF, IN CONDITKNIED AREA TO 13E 1'/ R4 HAINTAIN 24' CI_EARANCE BETWEEN CONDE1`6ER UH115 ALL DUCTILOF� IN CONPITIONED OrI!:ICE AREA TO DE Rh MAIN DUCT TRl1NK LJNFS TO BE 20)< 12 REVOOR3 RE•V610m # UAL f,• L AYER. ti1MLACE �.n+Mw+.ro�.w..n..wrw.w+Sew..++ei.n...ae.aw•+vs�mwmevrm.a.x.�rwwnw�r..npu.rraun MIC� _� 6111 FAL r,101'15& L�[��; `�IIJA�I�_r` C-) el ( ) PLUMBING KEY NOTES: GENERAL PLUMBING NOTES: P1: WHITE HANDICAPPED ACCESSIBLE. WALL HUNG VITREOUS CHINA LAVATORY. 1. VERIFY ALL EXISTING CONDITIONS AND EXACT LOC:ATIUNS OF ALL 18" X 2.0" RECTANGULAR. AMERICAN STANDARD COMRADE OR EQUAL. PROVIDE EQUIPMENT'T•O BE PLUMBED PRIOR TO THE COMMENCEMENT OF WORK. 2' CLEANOUT SYMMONS OR EQUAL ADA SINGLE LEVER FAUCET. PROVIDE OFFSET TAILPIECE, 2' TRAP, STOPS, WALL CARRIER AND ADA TRUEBRO W1-IIfE INSULATION KIT. VTR VTR = ---� -- � _ 2. COMPLETE AND WORKING PLUMBING SYSTEMS SHALL BE IN ACCORDANCE t < { r I.�. __- WTTt 997 SPC AND GRANGE COUNTY. ( I I .k kJk�_ I.kk..[ �kk�rkt..k�.Ik�k�.�I.kI...�...._. : FIANDICAPPEU ACCESS Bt_E WHfTE FLOOR MOUNT ED ELONGATED 2 PIECE TANK 1 1 iJlif.i_fJk.l�.k.[�k.ICkk.it.11.(�.loll.�l.k.l_kJ�kklkCkIkIIJ_Il .11,k�.w[ III_kIC11��_�.J y� :_ :.__�..._..__ __W._. ____...... _. _._______._._.,.__... P� .......,..-.._..._.......__..__.._,._..............._.._ ..._..._.._ _ , TYPE WATER CLOSET. AMERICAN STANDARD CADET' 17 OR EQUAL. 1.6 GALLONS , PER FLUSH. PROVIDE WHITE ADA OPEN FRONT SEAT AND STOP. T ---.--- ..._.._ ... ! 3. PRESSURE AND HYDROSTATICALLY TEST •I HE PIPING, AS APPLICABLE, - i6 ,'+,.A�f P3: TWO COMPARTMENT, COUNTERTOP 18 GAUGE 302 STAINLESS STEEL SINK (33" X TO INSURE THE ABSENCE OF LEAKS IN ACCORDANCE WITH THE SPC. f ,.. .,-. _ _ -' 22" X 7.5") WITH ELKAY SINGLE LEVER FAUCET, SPRAY HOSE WITH l VACUUM DISINFECT ALL DOMESTIC WATER PIPING IN ACCORDANCE Wl TH THE SPG. I I 2" - ,!;''�� BREAKER, TAILPIECE, TRAP, AND STOPS. ELKAY LWR3322 OR EQUAL. SUPPORT ALL PIPING IN ACCORDANCE WITH THE SPC. € I 31 —_ — 2' P4: PLUMBING CONTRACTQR, SPECIFY LAVATORY FOR THESE LOCATIONS I 4. NEW WASTE DRAIN AND VENT PIPING SHALL BE PVC DWV UNQ ON P5: RECESSED WALL MOUNTED WHITE Tt-IERMOPL.ASTIC "WATER VALVE BOX" FOR PLANS. NEW CW , HW, AND T/P RELIEF PIPING SHALL BE Cf'VC� PIPING M I I CONNECTION TO AUTO. ICE MAKER IN REFRIGERATOR. OATEY OR GUY GRAY. EQUAL TO FLOW GUARD COLD. WRAP NEW HOT WATER PIPING WITH 1" R-4 € PER INCH (PER THE FLORIDA MODEL ENERGY CODE) CELLULAR RUBBER i P6: - riot used - INSULATION EQUAL TO ARMSTRONG ARMAFLEX. NOTE: BRANCH PIPING LESS — ..............._..r. ........ ....... — P7: - not used - THAN 12' MAY BE INSULATED WITH 1/2" INSULATION PER SAME CODE. r.. --- �'' i i 5. SECURE ALL REQUIRED PERMIT'S AND PAY ALL ASSOCIA`FED FEES. : - - r';__ ...._..._.._.... _ P8: 40 GALLON ELECTRIC WATER HEATER WITH INTEGRALHEATTRAPS. 208 V, :.: _....._. _... _.) SINGLE PHASE (VERIFY VOLTA GE), DUAL 6 KW NON SIMULTANEOUS ELEMENTS. �`'` 2" �; ; r LOCI-liNVAR ETA040 OR EQUAL.. PROVIDE SPC APPROVED PAN, T/P RELIEF VALVE, 6. SEE CIVIL/ SITE PLANS FOR LOCATION OF SITE LOCATED DOMESTIC Vt(� , `�; MIN. 1 GALLON EXPANSION TANK EQUAL `1.0 ZURN WXT-5' AND TANK DRAIN VALVE. WATER BACKFLOW PREVENTER. -., 2" P9: - not used - 7. PROVIDE WATER HAMMER ARRESTORS IN ACCORDANCE WITH THE SPC AND 2' P10: FOR CONTINUATION SEE CIVIL SITE PIAN. THE PDL VlJj_ t2 I I : W - -^n^ - - --t t; M y^T - -: ` : n - ;-w P11: 11 /4" CW GATE VALVE IN TFIERMOPLASTIC BROOKS VALVE BOX LABELED "WATER" WITH TOP OF LID AT ADJACENT SURFACE. _...;: : v_ _._w M_,...., _ ...::`W:�M:;M __.._f _. _w„_�I PI 2: TILED ADA COMPLIANT SHOWER CONSISTING OF PRESSURE BALANCING ___ ANTI -SCALD MIXING VALVE, 30” CHROME_ SLIDE BAR, FLEXIBLE METAL HOSE ATTACHED TO SHOWER HEAD, INTEGRAL. SERVICE STOPS, AND IN-LINE VACUUM F_ BREAKER EQUAL TO SYMMONS TEMPTROL 2 -56 -400 -B30 -X -V. PROVIDE AND INSTALL — 2' SPC APPROVED GREY THERMOPLASTIC APPROVED SHOWER PAN MATERIAL WITH ALL FASTENERS ABOVE THE HIGHEST LEVEL OF THE PAN. PLUG AND TEST FOR 24 HRS. PRIOR TO CONCRETE POUR BY GC. PROVIDE OATEY OR EQUAL 2" SHOWER DRAIN WITH STRAINER AND, WITH P�TRAP AND SHOWER PAN CLAMP. AT CONTRACTOR'S OPTION PREFAB, CRANE OR EQUAL WHEELCHAIR RECEPTOR/ SHOWER PAN/ FLOOR DRAIN/ STRAINER MAY BE USED. SEE ARCHITECTURAL PLANS Q y C1 E FOR TILE, CONCRETE, GROUT, CEMENTITIOUS BOARD, ETC. SPECIFICATIONS pl f ASSOCIATED WITH SHOWER. ":::.�:. _... ,-•-----�-:�_:� ....:,. (� � k.k� _kik €� � __....._., .._......_,._._ ._. ,(, r 1 P l[ 1 I _i.1_�tCI1J1k;l.l.R` _.._ .., �. _ c _ 11k1k..f. (_kl_I.[ �f1k.1.kl..k...1�1k _1J..I.,.. �,.k.II IJkLIk k .;; ,, .,.e , P13: n�tlaae.l P14: 4" CW UP IN WALL WITVI ACCESS PANEL AND BALL VALVE AT 18" AFF P15: - not used - x 1,� '�, J{ 2' Y4f2 VAC: fRr=LIEE P5 REF •, x ' Il VALVE. t"11N. 6" NUJ - j A15OVr 'TANK_ 1 X, _ ?n x,l FIW P3 SINK ))X / �`'),•• ~' X " --- �� 314' FALL / 112 YTR P3 SINK /��.. ,o,r VAL..VE X', X X ' /''�`. x ' 1 UNION x ; '- a P4 LAV -2 Ji` 3' YTR ,� N ��. x' x "/ .,'`/,-fes y��'' �' I \ < �� T/P FEEL.IF = VALVE. AV - x ' X1 /' it ••• �'� J�I 2' VTf, 2' VT1' JIL Pt SH �.T------- P1 LAV -I x ' ~'��" 3' TANK- I GiAL.L011 X ' '-' �'. 1 I -�.+ P2 WC alP,,N WIL.KR45 Ofd 1 3" oP12SFI� x �X� I I P 1 LAV 1 " ' X 8 I P4 LAV -2 211 4" X ' r �2 WC J 6TOF,.AGtF AT -,� f P�4 X, � � ,x, LAV -2 110• F P4 LAV -2x X. ~���P4 _ LAV -2 ,� x �j aP0 PAr,I DRAIN VALVE FUL,L.. 151ZE TO SCALE: NJJ.S, SCALE: N.T.S. HOT WATER 11 R HLtnATL, R DllR.TA Lu SCALE: N.T.S. AUCt'll-Ifff-ClUt Al- voA9 100 VENETIAN COURT SANFORD, FL 32.771-9546 PHONE; 407 3219794 FAX: 11-07 3219794 CELL: 3214 36 9581 EMAIL,.: ciesi0nmarch(ppol,cam FI_ #AA0003555 FIEW EXlS H'\TG KEY P LAN , P�R'rH a 21,005\em...- REVSSIOMS REVLStUM IDA I L LAYER MAt4IAC1ER F'f��,l��i(�IINC V�'[L�� 9 �z —i 0 ......«, r (D y, 8 �N�""1 F•'� �ar.�J k , , � I=A P=•—ri DANE I PiLY 2002 DRAWN BY: %R/ )Lt' FROf C.`I NU: 2002--2=4 Rt:VTLWTD BY: —_ JAG. REVSSIOMS REVLStUM IDA I L LAYER MAt4IAC1ER F'f��,l��i(�IINC V�'[L�� 9 PANEL LPA #CONDUITS 1 ELECTRICAL RISER D ACR M LOAD CALCULATIONS PANEL LPA BASED ON THE 1999 NEC #CIRCUITS 42 C -SIZE 2 IN. CONNECTEDLOAD FED FROM EXISTING PANEL C -WIRE GENERAL LINE L1 16,220 HI VOLTAGE 240 # WIRES 3 LINE L2 16,220 LOW VOLTAGE 120 WIRE SIZE #3/0 LARGEST LINE LOAD X 2 32,440 (3) #4/0 THHN ALU & (1) #6 CU IN 2" C PHASE 1 GND SIZE ° #6 RECEPTACLE LOAD DIVERSITY HERTZ 60 WIRE TYPE THHN RECEPTACLE LOAD 7,020 VA - LESS 1st 10,000 VOLTAMPS -10,000 VA NEUT BUS Y/N Y WIRE CU/AL CU REMAINING VOLTAMPS 1,880 VA (6) #250 THHN ALU IN 3-1/2" C 50% of REMAINING VOLTAMPS 940 VA GND BUS Y/N Y WIRE AMPS 200 DIVERSITY (NEC 220-13) -940 VA GND WIRE Y/N Y CONTINUOUS LOAD WIREWAY WIRE TYPE THHN LINE L1 LP -4 LINE L2 200 .A WIRE CU/AL CU � -- M.L.O. LARGEST LINE LOAD X 2 WIRE TEMP C 75 25% of THE CONTINUOUS LOAD (NEC 215-2) METER 200A -� . WIRE LENGTH 110' LARGEST MOTOR LOAD M. BRK 3-100/2 200A CONDUIT TYPE GENERAL LINE L1 OVA 2-3Q/2 M. BRK LINE L2 OVA MINIMUM AMPS 0 2-20/1 LARGEST LINE LOAD X 2 OVA \� 0 0 LARGEST MOTOR LOAD (NEC430-24) 0 VA TOIR OLAP HIGH LEVEL /o FACTOR EXISTING UI ALARM MAIN BKR Y/N N TOTAL LOAD VOLTAMPS SERVICES OUTLET (SEPARATE L2 — CIRCUIT) MAIN BKR AMPS NONE TOTAL LOAD AMPS 32,440 / 240 V = 135 A ADJUSTMENT 0% OA 0 VA #2 COPPER GROUND # I BKR CIRCUIT DESCRIPTION I VA VA I CIRCUIT DESCRIPTION BKR # y �— ADJUSTED DESIGN LOAD 135 A 32,440 VA 1 5OA-20 A/C UNIT M - L1 900 C A/C UNIT 50A-20 1 LIFT STATION VOLTAGE DROP 8 FT. 120V PUMP 3 - - M - L2 900 C - - — 3 2 X L X R X 1 / 1000 = VID GROUND—� \` '--- 5 30A -2P WATER HEATER M 3000 L1 1400 C WATER HEATER 30A -2P 5 2 X 150 X 0.0608 X 219 / 1000 = 3.99 VID 7 - - M 3000 L2 - - - 7 VOLTAGE DROP % 9 6OA-2P HEAT G - L1 - - HEAT 6OA-2P 9 VD / VOLTS = VD % G - L2 - - - - 11 3.99 I 240 = 1.44 % 13 60A -2P HEAT G 5600 L1 - - HEAT 6OA-2P 13 15 - - G 5600 L2 - - - - 15 ELECTRICAL SPEC F CATI O1 S , 17 20A-1 P LIGHTS C 900 L1 900 D LIGHTS 20A-1 P 17 19 20A -1P LIGHTS C 1200 L2 1080 D LIGHTS 20A -1P 19 SECTION 16010 - ELECTRICAL GENERAL PROVISIONS SECTION 16050 — ELECTRICAL BASIC MATERIALS AND METHODS SECTION 16195 — ELECTRICAL IDENTIFICATION 21 20A -1P LIGHTS C 1300 L1 1080 D LIGHTS 20A -1P 21 1. ALL WORK AND EQUIPMENT SHALL BE IN COMPLIANCE WITH THE 1. OUTLET BOXES SHALL BE GALVANIZED, SIZE AS REQUIRED, 1. PROVIDE EACH BRANCH CIRCUIT PANEL WITH A DIRECTORY INDICATING FOLLOWING CODES AND STANDARDS: WITH BLANK COVER OR PLASTER RING AS INDICATED LOADS SERVED, THE PANEL SCHEDULES SHOWN ON THE PLANS DO NOT 23 20A -1P LIGHTS C 900 l2 - D LIGHTS 20A -1P 23 A. NFPA-101 (1994), LIFE SAFETY CODE. 2. CONDUIT SHALL BE EMT, CRS, FLEXIBLE METAL CONDUIT OR LIQUID—TITS CONTAIN ADEQUATE INFORMATION TO BE COPIED AND USED AS PANEL ( )1999 B. NFPA-70 , NATIONAL ELECTRICAL CODE, AND CENTRAL FLORIDA FLEXIBLE METAL CONDUIT WITH STEEL, OR MALLEABLE IRON FITTINGS. DIRECTORIES. LABEL EACH CIRCUIT WITH ACTUAL ROOM NUMBERS OR 25 20A-1 P DUPLEX RECEPTACLES D 1080 L1 - D DUPLEX RECEPTACLES 20A -1P 25 LOCAL AMENDMENTS. PVC CONDUIT SHALL BE USED UNDERGROUND ONLY. PVC ABOVE GROUND ROOM NAMES SERVED, SUCH AS "RECPT 109, 110, 111", 27 20A -1P DUPLEX RECEPTACLES D 1260 L2 - D DUPLEX RECEPTACLES 20A-lP 27 D. NFPA-90A (1993), INSTALLATION OF AIR CONDITIONING AND TO THE FIRST BOX OR PANEL IS PERMITTED ONLY WI,IERE PROTECTED 2. ALL PANELS AND DISCONNECTS SHALL BE LABELED REGARDING I_.OADS VENTILATING SYSTEMS. INSIDE 'A WALL OR WHERE CALLED FOR ON THE PLANS. SERVED AND WHERE SERVED FROM. 29 20A -1P DUPLEX RECEPTACLES D 1080 L1 - D DUPLEX RECEPTACLES 20A -1P 29 2, ALL, MATERIALS SHALL BE NEW AND FREE FROM DEFECT, EXCEPT WHERE 3. WIRE #2 AND SMALLER SHALL BE COPPER , HEAT 3. USE ENGRAVED PLAQUES FOR LABELING LARGE EQUIPMENT. SPECIFICALLY NOTED ON THE PLANS TO BE RECONNECTED OR REUSED. AND MOISTURE RESISTANT, TYPE THWN WITH A 600 VOLT RATING. 4. LABEL EACH POWER JUNCTION BOX WITH AN INDELIBLE MARKER 31 20A -1P DUPLEX RECEPTACLES D 1260 L2 - G DUPLEX RECEPTACLES 20A -1P 31 3. ALL SYSTEMS SHALL BE TESTED FOR PERFORMANCE VERIFICATION IN THEINDICATING THE CIRCUIT NUMBERS CONTAINED WITHIN. 4. MINIMUM WIRE SIZE IS #12. HOMERUNS TO BE INCREASED AS REQUIRED 33 20A -1P SERVER G - L1 - G SERVER 20A -1P 33 PRESENCE OF THE OWNER. FOR VOLTAGE DROP OR CONDUIT FILL. 4. VISIT THE JOBSITE PRIOR TO BID AND EXAMINE THE EXISTING CONDITIONS. 5. WIRING DEVICES SHALL BE 20 AMP RATED, 120V COMMERCIAL SECTION 16450 — ELECTRICAL SYSTEMS GROUNDING 35 SPACE SERVER G - L2 - G SERVER SPACE 35 INCLUDE ALL MATERIAL AND LABOR FOR A COMPLETE INSTALLATION. GRADE GROUNDING TYPE, NEMA TYPE 5-20,UN0, 37 37 SPACE SERVER G L1 - G SERVER SPACE: 5. CONTACT THE UTILITY COMPANIES PRIOR TO BID AND INCLUDE THEIR 1. PROVIDE AN EQUIPMENT GROUND CONDUCTOR IN EVERY RACEWAY. - ° FEE AND OTHER REQUIREMENTS IN THE BID. 6. OUTDOOR DEVICE BOXES SHALL BE CAST FS TYPE WI -I GASKETED . COVERS, UNLESS INDICATED OTHERWISE. 39 SPACE - G - L2 - G - SPACE 39 41 SPACE - G - L1 - G - SPACE 41 1. ELECTRICAL CONTRACTOR TO PROVIDE, VERIFY AND APPROVE RISER DIArRAMS AND, LOAD CALCULATIONS ELECTRICAL N O TE c 2. ALL ELECTRICAL OUTLETS (WALL & FLOOR) TO BE FIELD VERIFIED AND COORDINATED WITH FURNISHINGS PROVIDER PRIOR TO INSTALLATION 26,160 6,260 PREPARED BY ST. JOHN SON ELECTRIC 3, ALL ELECTRICAL FIXTURE PENETRATIONS THRU FIREWALLS TO BE OFFSET A MINIMUM OF 24" NSIGNFRS i ARCHITIECTURAL DATE NSIGNFRS ARCHITIECTURAL DATE P. A. 15 NOV 2002 100 VENETIAN COURT 09 JAN 2003 SANFORD, FL ELECTRICAL 32771-9546 PHONE: 407 3219794 FAX: 407 321 9794 CELL: 32.1436 9581 EMAIL: designersarch@aol.com FL #AA0003555 NEW EXISTING V///// KEY PLAN DNO SCALE `NORTH J Q Ld U Od c1-1 Q z ca U) 4* ct t, Q'1 _7::� ct SHEET INFORMATION_ DATE: 23 JULY 2002 DRAWN BY: SRR/ JLP PROJECT No: 2002--24- REVIEWED BY: JAG REVISIONS REVISION # DATE TRUSS REVISION 15 NOV 2002 PUMP REVISION 09 JAN 2003 LAYER MANAGER : ELECTRICAL --JOB # 77- 2002-22 ==SCALE — 1 "*"2Q' 7== DATE -- 6/10/02 DRAWN DCW SHEET TWO F(M)p z LLJ <N00 00 h - IZ4 oms s z t;j z LL- w 0 Cr --JOB # 77- 2002-22 ==SCALE — 1 "*"2Q' 7== DATE -- 6/10/02 DRAWN DCW SHEET TWO F(M)p LLJ C) CL LL_ c3 LL- m 0 Cr si cq •m co CD C; m C" z ry � 0 z > J 0 Zv CY rn Ld � CA (A V) --JOB # 77- 2002-22 ==SCALE — 1 "*"2Q' 7== DATE -- 6/10/02 DRAWN DCW SHEET TWO F(M)p Cr si cq •m co CD C" --JOB # 77- 2002-22 ==SCALE — 1 "*"2Q' 7== DATE -- 6/10/02 DRAWN DCW SHEET TWO F(M)p I PANEL ARCHITECTUML LPA 100 VENETIAN COURT SANFORD, FL #CONDUITS 1 PHONE: 407 321 9794 FAX: 407 3219794 LOAD CALCULATIONS PANEL LPA BASED ON THE '1999 NEC ELECTRICAL RISER D I A G R/ M FL #AA0003555 NEW EXISTING 117 KEY PLAN #CIRCUITS NORTH 42 C -SIZE w cn 2 1N. w t -- CONNECTED LOAD z FED FROM V) EXISTING PANEL C -WIRE GENERAL 0;1 L � M s LINE L1 16,220 4 SHEET INFORMATION DATE: 23 JULY 2002 DRAWN BY: SRR/ JLP HI VOLTAGE REVIEWED BY: JAG 240 # WIRES 3 LINE L2 16,220 LARGEST LINE LOAD X 2 32,440 LOW VOLTAGE 120 WIRE SIZE #3/0 RECEPTACLE LOAD DIVERSITY RECEPTACLE LOAD 7,020 VA (3) #4/0 THHN ALU & (1) #6 CU IN 2" C PHASE 1 GND SIZE #6 HERTZ 60 WIRE TYPE THHN LESS 1st 10,000 VOLTAMPS -10,000 VA NEUT BUS Y/N Y WIRE CU/AL CU REMAINING VOLTAMPS 1,880 VA (6) #250 THI-IN ALU IN 3-1/2" C F 50% of REMAINING VOLTAMPS 940 VA GND BUS Y/N Y WIRE AMPS 200 DIVERSITY (NEC 220-13) -940 VA CONTINUOUS LOAD LINE L1 WIREWAY LP -4 GND WIRE Y/N Y WIRE TYPE THHN . LINE L2 200 A WIRE CU/AL CU M.L.O. LARGEST LINE LOAD X 2 WIRE TEMP C 75 25% of THE CONTINUOUS LOAD (NEC 215-2) METER 200A WIRE LENGTH 110, LARGEST MOTOR LOAD M. BRK 3-100/2 200A CONDUIT TYPE GENERAL LINE L1 0 VA 2-39/2 M. BRK LINE L2 0 VA MINIMUM AMPS 0 r2-2011 LARGEST LINE LOAD X 2 0 VA THI PANEL :�L % FACTOR 0 LARGEST MOTOR LOAD (NEC430-24) OVA E TOR F�LA�E HIGH LEVEL TOTAL LOAD VOLTAMPS EXISTING 120V ALARM OUTLET OU (SEPARATE 2 MAIN BKR Y/N N TOTAL LOAD AMPS 32,440 / 240 V 135 A ADJUSTMENT 0% OA 0 VA SERVICES CIRCUIT) MAIN BKR AMPS NONE # BKR CIRCUIT DESCRIPTION I VA VA I CIRCUIT DESCRIPTION BKR # #2 COPPER GROUND ADJUSTED DESIGN LOAD 135 A 32,440 VA VOLTAGE DROP - 8 FT. LIFT STATION 120V PUMP 1 50A-20 A/C UNIT M - L1 900 C A/C UNIT 50A-20 1 3 - - M - L2 900 C - - 3 2 X L X R X 1 / 1000 = VID 2 X 150 X 0.0608 X 219 1000 = 3.99 VD / -+ -- GROUND —►- RODS 5 30A -2P WATER HEATER M 3000 L1 1400 C WATER HEATER 30A -2P 5 7 - - M 3000 L2 - - - 7 VOLTAGE DROP % 9 6OA-2P HEAT G - L1 - - HEAT 60A -2P 9 VD / VOLTS = VD % 3.99 / 240 = 1.44 % G - L2 - - - - 11 13 60A -2P HEAT G 5600 L1 - - HEAT 60A -2P 13 ELECTRICAL SPECIFCA FIO1 S 15 - - G 5600 L2 - - - - 15 17 20A-1 P LIGHTS C 900 L1 900 D LIGHTS 20A-1 P 17 SECTION 16010 — ELECTRICAL GENERAL PROVISIONS SECTION 16050 — ELECTRICAL BASIC MATERIALS AND METHODS SECTION 16195 — ELECTRICAL IDENTIFICATION 19 20A -1P LIGHTS C 1200 L2 1080 D LIGHTS 20A -1P 19 21 20A -1P LIGHTS C 1300 L1 1080 D LIGHTS 20A -1P 21 1. ALL WORK AND EQUIPMENT SHALL BE IN COMPLIANCE WITH THE 1. OUTLET BOXES SHALL BE GALVANIZED, SIZE AS REQUIRED, FOLLOWING CODES AND STANDARDS: WITH BLANK COVER OR PLASTER RING AS INDICATED 1. PROVIDE EACH BRANCH CIRCUIT PANEL WITH A DIRECTORY INDICATING LOADS SERVED. THE PANEL SCHEDULES SHOWN ON THE PLANS DO NOT 23 20A -1P LIGHTS C 900 L2 - D LIGHTS 20A -1P 23 A. NFPA-101 (1994), LIFE SAFETY CODE. 2. CONDUIT SHALL BE EMT, GRS, FLEXIBLE METAL CONDUIT OR LIQUID—TITE CONTAIN ADEQUATE INFORMATION TO BE COPIED AND USED AS PANEL 25 20A -1P DUPLEX RECEPTACLES D 1080 L1 - D DUPLEX RECEPTACLES 20A -1P 25 B. NFPA-70 (1999), NATIONAL ELECTRICAL CODE, AND CENTRAL FLORIDA FLEXIBLE METAL CONDUIT WITH STEEL, OR MALLEABLE IRON FITTINGS. DIRECTORIES. LABEL EACH CIRCUIT WITH ACTUAL ROOM NUMBERS OR LOCAL AMENDMENTS. I I PVC CONDUIT SHALL BE USED UNDERGROUND ONLY. PVC ABOVE GROUND ROOM NAMES SERVED, SUCH AS "RECPT 109, 110, 111". 27 20A -1P DUPLEX RECEPTACLES D 1260 L2 - D DUPLEX RECEPTACLES 20A -1P 27 D. NFPA-90A (1993), INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS. TO THE FIRST BOX OR PANEL IS PERMITTED ONLY WHERE PROTECTED INSIDE A WALL OR WHERE CALLED FOR ON THE PLANS. 2. ALL PANELS AND DISCONNECTS SI,IALL BE LABELED REGARDING LOADS SERVED AND WHERE SERVED FROM. 29 20A -1P DUPLEX RECEPTACLES D 1080 L1 - D DUPLEX RECEPTACLES 20A -1P 29 2. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECT, EXCEPT WHERE SPECIFICALLY NOTED ON THE PLANS TO BE RECONNECTED OR REUSED. 3. WIRE #2 AND SMALLER SHALL BE COPPER , HEAT AND MOISTURE RESISTANT, TYPE THWN WITH A 600 VOLT RATING. 3. USE ENGRAVED PLAQUES FOR LABELING LARGE EQUIPMENT. 4. LABEL EACH POWER JUNCTION BOX WITH AN INDELIBLE MARKER 31 20A -1P DUPLEX RECEPTACLES D 1260 L2 - G DUPLEX RECEPTACLES 20A -1P . 31 3. ALL SYSTEMS SHALL BE TESTED FOR PERFORMANCE VERIFICATION IN THE 4. MINIMUM WIRE SIZE IS #12. HOMERUNS TO BE INCREASED AS REQUIRED INDICATING THE CIRCUIT NUMBERS CONTAINED WITHIN. 33 20A -1P SERVER G - L1 - G SERVER 20A -1P 33 PRESENCE OF THE OWNER. FOR VOLTAGE DROP OR CONDUIT FILL. 4. VISIT THE JOBSITE PRIOR TO BID AND EXAMINE THE EXISTING CONDITIONS. INCLUDE ALL MATERIAL AND LABOR FOR A COMPLETE INSTALLATION. 5. WIRING 'DEVICES SHALL BE 20 'AMP RATED, 120V COMMERCIAL SECTION 161.50 — ELECTRICAL SYSTEMS GROUNDING 35 SPACE SERVER G - L2 - G SERVER SPACE 35 5. CONTACT THE UTILITY COMPANIES PRIOR TO BID AND INCLUDE THEIR GRADE GROUNDING TYPE, NEMA TYPE 5-20,UNO. 6. OUTDOOR DEVICE BOXES SHALL BE CAST FS TYPE WITH GASKETED 1. PROVIDE AN EQUIPMENT GROUND CONDUCTOR IN EVERY RACEWAY, 37 SPACE SERVER G - L1 - G SERVER SPACE 37 FEE AND OTHER REQUIREMENTS IN THE BID. COVERS, .UNLESS INDICATED OTHERWISE. Q a 39 SPACE - G - L2 - G - SPACE 39 N 41 SPACE - G - L1 - G - SPACE 41 ELECTRICAL NOTE] W 1. ELECTRICAL CONTRACTOR TO PROVIDE, VERIFY AND APPROVE RISER DIAGRAMS AND. LOAD CALCULATIONS i 2. ALL ELECTRICAL OUTLETS (WALL & FLOOR) TO BE FIELD VERIFIED AND COORDINATED FURNISHINGS 26,160 6,260 PREPARED BY ST. JOHN & SON ELECTRIC WITH PROVIDER 3. ALL ELECTRICAL FIXTURE PENETRATIONS THRU FIREWALLS TO BE OFFSET A MINIMUM OF 24" PRIOR TO INSTALLATION a a HSIGNURS ARCHITECTUML P. A. 100 VENETIAN COURT SANFORD, FL 32771-9546 PUMP REVISION PHONE: 407 321 9794 FAX: 407 3219794 CELL: 321 436 9581 EMAIL: desidnersarch@aol.corn FL #AA0003555 NEW EXISTING 117 KEY PLAN Q NO SCALE NORTH w cn w t -- z V) 0;1 L � M s sus 4 SHEET INFORMATION DATE: 23 JULY 2002 DRAWN BY: SRR/ JLP PROJECT NO: 2002-24 REVIEWED BY: JAG REVISIONS REVISION # DATE TRUSS REVISION 15 NOV 2002 PUMP REVISION 09 JAN 2003 LAYER MANAGER : ELECTRICAL ' - LEGEND: wq�l = EXISTING ELEVATIONS 31.3 = PROPOSED ELEVATIONS = EXISTING CONTOURS -- = DRAINAGE FLOW = 6' PVC FENCE _ ..- = 6' CHAIN LINK FENCE = SILT FENCE = TRAFFIC FLOW I I I I I 30"cherry = EXISTING TREE TO BE REMOVE NOTE: FINISH EXTERIOR TO MATCH ASSOCIATED BUILDINGS 2)4 REBAR CONTINUOUS J 8 CMU BOND BEAM 8" CONCRETE BLOCK #4 REBAR 06.0' O.C. EXTEND INTO BOND BEAM IN FILLED CELLS 5" THICK, 3000 PSI CONCRETE W/6x6 10/10 W.W.M. 8' OMMERCIAL = LAND USE 12" NOTE: COMPACT MINIMUM 8" SUBGRADE BELOW SLAB TO 98% ASTM D-1557 SECTION I � Io / \ Io I o ` L 0 T 1 i I ' I I , j I / LOT' 2 I - - / SHARON L. GUY -' p - 3801 U.S, HIGHWAY 92 7 ------ - - - I DAYTONA BEACH FL 0) I (U! EXIST 24' \ \ COMMERCIA , a j DRIVEWAY i 30" OAK t o I LOT 3 a I S89"57'17'YE /� 149.98' 7' RESERVATION FOR PUBLIC UTILITIES L 0 T I I I r r I � N I �t j 10 j I BLOCK 8 r. rn o------ ------ ...... ...... o I I I0 i jLo rn 1 I j I L O T 4 I I VINCENT & JANIE CONTESTABLE j I 2141 CAMELLIA DRIVE I `� I I LONGWOOD FL in 1 I` I VACANT I APPROXIMATE \ \ � � j x TOP OF SLOPE \ \ O 0 I I 3 ICP \ \ BUSINESS 1.) Sediment basins and traps, perimeter dikes, sediment barriers and other measures a ? I W �IZ I NCONST 1 1 z 4 ° 2.) All sediment control measures are to be adjusted to meet field conditions at the °' W I � I for debris clogging outfall, bi-annual flush of pipe Z I - I tl :° C e ZWO LTJ °e' °, Temporary soi stabilization shall be applied within seven days to denuded areas 41' p' UU I I °4, tl e EXISTING: (Totals) 2,740 Sq.Ft. INDEX 300. ° e A 4 4 ° W z Z A W A fully automatic irrigation system shall c e •..42 6' HIGH STOCKADE _ _J I I Other Impervious 7,277 Sq.Ft. TYPE WOOD GATES ' I `D o m -OR CHAIN LINK W/ development and each lot and tract therein. U .' e a PLASTIC INSERTS 4 ° r x o TAKEBACK CALCUI ATIONS: (reclaimed water not available) a e.. D 10 o U ca WI I Building Coverage 4,240 Sq.Ft. e e• ..' ° e 4 '. I Cn o RECLAIMED WATER USAGE: 1,060 GPD SEWER (JSAGE: 1,060 GPD (4,240 SF x 0.25 Gen) Exist Impervious to Remain 4,928 Sq.Ft. 13.71% 44.4 •• Mc�� v, o I ,, .e 4•� 29.10% I be protected so that sediment -laden water cannot enter the conveyance system J Retention Area 2,407 Sq.Ft. 12.43% 10.) Before temporary or newly constructed stormwater conveyance channels are made I Green Areas 17,960 Sq.F-t. 32.95% 8' OMMERCIAL = LAND USE 12" NOTE: COMPACT MINIMUM 8" SUBGRADE BELOW SLAB TO 98% ASTM D-1557 SECTION I � Io / \ Io I o ` L 0 T 1 i I ' I I , j I / LOT' 2 I - - / SHARON L. GUY -' p - 3801 U.S, HIGHWAY 92 7 ------ - - - I DAYTONA BEACH FL 0) I (U! EXIST 24' \ \ COMMERCIA , a j DRIVEWAY i 30" OAK t o I LOT 3 a I S89"57'17'YE /� 149.98' 7' RESERVATION FOR PUBLIC UTILITIES L 0 T I I I r r I � N I �t j 10 j I BLOCK 8 r. rn o------ ------ ...... ...... o I I I0 i jLo rn 1 I j I L O T 4 I I VINCENT & JANIE CONTESTABLE j I 2141 CAMELLIA DRIVE I `� I I LONGWOOD FL in 1 I` I VACANT I APPROXIMATE \ \ � � j x TOP OF SLOPE \ \ O 0 I I 3 ICP \ \ EXISTING FIRE HYDRANT PLAN VIEW DUMPSTER ENCLOSURE 8 ® PLA _G 0 ok / q �F6 So, 13" PAI( S61 o 13" OAK c �N 3 7" OAK 77 93, c�Re Nh CONST 196 LF OF 6' CHAIN LINK FENCE (QJ Q i 12" OAK C R 603 •.O f q'� 11" OAK I \ 3S 2 8� 26''h ` \ END VINYL COATED CHAIN LINK FENCE / / O O CONST 98 LF OF 6' VINYL COATED CHAIN LINK FENCE / / L O T 7 / END PVC FENCE BEGIN VINYL COATED CHAIN LINK FENCE 0- CHERRY.' ;RETE` " :CORY g'"E... 96.53�T: SER T/,q ratio':., PU (/� , ON Fop 0I CONST 130 LF ' OF 6' PVC FENCE ` ..W E ' " . 150 Sq.Ft. OF PAVER BLOCKS (OPTIONAL) 1 JOHN E. & SARAH HARPER j/ EXISTING POWER POLE 1 2200 CORDOVA DRIVE QQ SANFORD, FL 'tom I RESIDENTIA v I rO ILL 1 o ' 3 X L O T 1 2 r LOT 1 3 50 (IVUJI j 2" PVC DISCHARGE PIPE SPLIT CHAMPHOR ! r �l 1 i\ CONST 280 LF STAKED SILT FENCE 4" PVC INFLUENT � _.a._... r Z 8" MYRTLE CHERRY r EXIST 12' DRIVEWAY EXIST 12 I 1 ' a o �.-.-.-.__._.L._.-._._I DRIVEWAY AK A = 09'49'47" R = 341.02' L - 58.51' Tax Parcel Numbers: 36-19-30-534-0800-0050 36-19-30-534-0800-0030 36-19-30-534-0800-0110 36-19-30-534-0800-0080 BUSINESS 1.) Sediment basins and traps, perimeter dikes, sediment barriers and other measures a ? I W �IZ I NCONST 1 1 z 27 LF OF 2.) All sediment control measures are to be adjusted to meet field conditions at the g W I � I for debris clogging outfall, bi-annual flush of pipe Z I - I Z ZWO LTJ ----33---- Temporary soi stabilization shall be applied within seven days to denuded areas 41' Q UU I I EXISTING FIRE HYDRANT PLAN VIEW DUMPSTER ENCLOSURE 8 ® PLA _G 0 ok / q �F6 So, 13" PAI( S61 o 13" OAK c �N 3 7" OAK 77 93, c�Re Nh CONST 196 LF OF 6' CHAIN LINK FENCE (QJ Q i 12" OAK C R 603 •.O f q'� 11" OAK I \ 3S 2 8� 26''h ` \ END VINYL COATED CHAIN LINK FENCE / / O O CONST 98 LF OF 6' VINYL COATED CHAIN LINK FENCE / / L O T 7 / END PVC FENCE BEGIN VINYL COATED CHAIN LINK FENCE 0- CHERRY.' ;RETE` " :CORY g'"E... 96.53�T: SER T/,q ratio':., PU (/� , ON Fop 0I CONST 130 LF ' OF 6' PVC FENCE ` ..W E ' " . 150 Sq.Ft. OF PAVER BLOCKS (OPTIONAL) 1 JOHN E. & SARAH HARPER j/ EXISTING POWER POLE 1 2200 CORDOVA DRIVE QQ SANFORD, FL 'tom I RESIDENTIA v I rO ILL 1 o ' 3 X L O T 1 2 r LOT 1 3 50 (IVUJI j 2" PVC DISCHARGE PIPE SPLIT CHAMPHOR ! r �l 1 i\ CONST 280 LF STAKED SILT FENCE 4" PVC INFLUENT � _.a._... r Z 8" MYRTLE CHERRY r EXIST 12' DRIVEWAY EXIST 12 I 1 ' a o �.-.-.-.__._.L._.-._._I DRIVEWAY AK A = 09'49'47" R = 341.02' L - 58.51' Tax Parcel Numbers: 36-19-30-534-0800-0050 36-19-30-534-0800-0030 36-19-30-534-0800-0110 36-19-30-534-0800-0080 BUSINESS 1.) Sediment basins and traps, perimeter dikes, sediment barriers and other measures SIGN � ;PACES I I NCONST 1 1 00 27 LF OF 2.) All sediment control measures are to be adjusted to meet field conditions at the 5' CONCRETE SIDEWALK I PER FDOT INDEX 310.--, 0.825 Acres for debris clogging outfall, bi-annual flush of pipe Z I - I Z 0.257 Acres LTJ ----33---- Temporary soi stabilization shall be applied within seven days to denuded areas 41' Q CONST 31 LF OF I TYPE F CURB PER--// EXISTING: (Totals) 2,740 Sq.Ft. INDEX 300. UFDOT W z Z Building Coverage W A fully automatic irrigation system shall � I _ _J I I Other Impervious 7,277 Sq.Ft. 20.25% I `D o m basin. The sediment basin shall be designed and constructed to accomodate the development and each lot and tract therein. U I EXISTING FIRE HYDRANT PLAN VIEW DUMPSTER ENCLOSURE 8 ® PLA _G 0 ok / q �F6 So, 13" PAI( S61 o 13" OAK c �N 3 7" OAK 77 93, c�Re Nh CONST 196 LF OF 6' CHAIN LINK FENCE (QJ Q i 12" OAK C R 603 •.O f q'� 11" OAK I \ 3S 2 8� 26''h ` \ END VINYL COATED CHAIN LINK FENCE / / O O CONST 98 LF OF 6' VINYL COATED CHAIN LINK FENCE / / L O T 7 / END PVC FENCE BEGIN VINYL COATED CHAIN LINK FENCE 0- CHERRY.' ;RETE` " :CORY g'"E... 96.53�T: SER T/,q ratio':., PU (/� , ON Fop 0I CONST 130 LF ' OF 6' PVC FENCE ` ..W E ' " . 150 Sq.Ft. OF PAVER BLOCKS (OPTIONAL) 1 JOHN E. & SARAH HARPER j/ EXISTING POWER POLE 1 2200 CORDOVA DRIVE QQ SANFORD, FL 'tom I RESIDENTIA v I rO ILL 1 o ' 3 X L O T 1 2 r LOT 1 3 50 (IVUJI j 2" PVC DISCHARGE PIPE SPLIT CHAMPHOR ! r �l 1 i\ CONST 280 LF STAKED SILT FENCE 4" PVC INFLUENT � _.a._... r Z 8" MYRTLE CHERRY r EXIST 12' DRIVEWAY EXIST 12 I 1 ' a o �.-.-.-.__._.L._.-._._I DRIVEWAY AK A = 09'49'47" R = 341.02' L - 58.51' Tax Parcel Numbers: 36-19-30-534-0800-0050 36-19-30-534-0800-0030 36-19-30-534-0800-0110 36-19-30-534-0800-0080 EROSION AND SEDIMENT CONTROL NOTES: ram se a 45.33' 1.) Sediment basins and traps, perimeter dikes, sediment barriers and other measures PROJECT DA TA: intended to trap sediment shall be constructed as a first step in any land- ;PACES I disturbing activity and shall be made functional before upslope land disturbance 1 1 takes place. Owner or their successors will be responsible for 2.) All sediment control measures are to be adjusted to meet field conditions at the maintenance to storm drainage system as approved I Total Area 35,935 Sq.Ft. 0.825 Acres for debris clogging outfall, bi-annual flush of pipe constructed to prevent sediment or trash from flowing or floating onto adjacent - I Drainage Area (New Building Included) 12,039 Sq.Ft. 0.257 Acres W Standards and Specifications. Temporary soi stabilization shall be applied within seven days to denuded areas Prior to recieving a Certificate Of Occupancy that may not be at final grade but will remain undisturbed for longer than 30 I CONCRETE z days. Permanent stabilization shall be applied to areas that are to be left I I I 01 I�' EXISTING: (Totals) 2,740 Sq.Ft. 7.62% o W z ( I Building Coverage until a ground cover is achieved that, in the opinion of the Reviewer, is uniform, A fully automatic irrigation system shall z o _ _J I I Other Impervious 7,277 Sq.Ft. 20.25% I `D o m basin. The sediment basin shall be designed and constructed to accomodate the development and each lot and tract therein. anticipated sediment loading from the land -disturbing activity, The outfall device or I r x o TAKEBACK CALCUI ATIONS: (reclaimed water not available) PROPOSED: (Totals) D 10 o U ca WI I Building Coverage 4,240 Sq.Ft. 11.80% I Cn o RECLAIMED WATER USAGE: 1,060 GPD SEWER (JSAGE: 1,060 GPD (4,240 SF x 0.25 Gen) Exist Impervious to Remain 4,928 Sq.Ft. 13.71% 24" OAK I Mc�� v, o I Other Impervious Added 6,400 Sq.Ft. 29.10% I be protected so that sediment -laden water cannot enter the conveyance system J Retention Area 2,407 Sq.Ft. 12.43% 10.) Before temporary or newly constructed stormwater conveyance channels are made I Green Areas 17,960 Sq.F-t. 32.95% Traffic Control Devices For Streets And Highways". vices gh channel. �I 11.) When work in a live watercourse is performed, precautions shall be taken to Contractor to have in place during construction a work 1 SPACE & Zone Traffic Control Plan per FDOT Stan. Index #600. I Parking Required: 27 Spaces Total used for the construction of causeways and cofferdams. Earthern fill may be used 1 HANDICAP I for these structures if armored by nonerodible cover materials. i Medical Office = 4,240 SF/200 = 21.2 Spaces + 3 per Doctor (3) = 30 Spaces in the watercourse is completed. 45.40' \ subject to change as directed by the Engineer. provided to ensure intended purpose is accomplished. The Developer, owner, and /or the contractor shall be continually responsible for all sediment leaving the ` property. Sediment control measures shall be in working condition at the end of CHERRY Parking Provided: 30 Spaces Total FER ` -_ /(0 All areas within the effected right-of-way disturbed Cl_(JSTFR 18 Standard Spaces, 10 Grass Spaces & 2 Handicapped Spaces the paved surface. Where sediment is transported onto a public road surface with , /y)' 4 SPACES curbs and gutters, the road shall be cleaned thoroughly at the end of each day. Tax Parcel Numbers: Sediment shall be removed from the roads by shoveling or sweeping and trans- construction to original condition or better. ported to a sediment control disposal area. Street washing shall be allowed only I 36-19-534-0800-0050, 36-19-534-0800-0030, 36-19-534-0800-0110 15.) This provision shall apply to individual subdivision lots as well as to larger land- ( and 36-19-534-0800--0080 & grade to avoid conflict w/existing utilities, structures, 16.) All temporary erosion and sediment control measures shall be removed within 30 CONCRETE I needed, in the opinion of the Reviewer. Disturbed soil areas resulting from CONCRETE the disposition of temporary measures shall be permanently stabilized to prevent I further erosion and sedimentation. 17.) Properties and waterways downstream from construction sites shall be protected Contractor shall record and submit to project engineer f d' t d ' d t' Project Zoning: RC -1 Project Land lJse: Professional Offices COvR Dl•1MPSTER Water Provider: City of Sanford tJtilities pAD 40, Sewer Provider: City of Sanford Utilities EXISTING SI TE R/w Solid Waste Service Provider: City of Sanford All utilities construction shall be undergound. 100 Year Flood Plain not applicable to Project. EROSION AND SEDIMENT CONTROL NOTES: ram se a Site has no known arch. or historic resources. 1.) Sediment basins and traps, perimeter dikes, sediment barriers and other measures Existing vegetation - Grass with Large Cherry and Camphor Trees intended to trap sediment shall be constructed as a first step in any land- Soils - S.C.S. #34, (,Irban Land disturbing activity and shall be made functional before upslope land disturbance rH, takes place. Owner or their successors will be responsible for 2.) All sediment control measures are to be adjusted to meet field conditions at the maintenance to storm drainage system as approved time of construction and be constructed prior to. any grading or disturbance of for construction. Recommend minimum weekly check existing surface material on balance of site. Perimeter sediment barriers shall be for debris clogging outfall, bi-annual flush of pipe constructed to prevent sediment or trash from flowing or floating onto adjacent and mow DRA and remove clippings as required. properties. 3.) Permanent or temporary soil stabilization shall be applied to denuded areas All construction shall conform to the City Of Sanford within seven days after final grade is reaching on any portion of the site. Standards and Specifications. Temporary soi stabilization shall be applied within seven days to denuded areas Prior to recieving a Certificate Of Occupancy that may not be at final grade but will remain undisturbed for longer than 30 The Engineer Of Record shall submit a signed & days. Permanent stabilization shall be applied to areas that are to be left sealed letter upon completion of construction, to undisturbed for more than one year. certify all improvements have been installed and 4.) A permanent vegetative cover shall be established on denuded areas not otherwise completed in accordance with the Approved Plans permanently stabilized. Permanent vegetation shall not be considered established per LDR Section 7.3.c . until a ground cover is achieved that, in the opinion of the Reviewer, is uniform, A fully automatic irrigation system shall mature enough to survive and will inhibit erosion. be installed by the developer so as to provide 5.) Surface runoff from disturbed areas that is comprised of flow from dro nage total coverage for all landscaping, including areas greater than or equal to three acres shall be controlled by a se�iment hedges, trees, grassed areas, for the proposed basin. The sediment basin shall be designed and constructed to accomodate the development and each lot and tract therein. anticipated sediment loading from the land -disturbing activity, The outfall device or system design shall take into account the total drainage area flowing through the TAKEBACK CALCUI ATIONS: (reclaimed water not available) disturbed area to be served by the basin. D 6.) After any significant rainfall, sediment control structures will be inspected for TOTAL_ ACREAGE: 0.825 ACRES± integrity. Any damaged devices shall be corrected immediately. IRRIGATED ACREAGE: 0.088 ACRES± 7.) Concentrated runoff shall not flow down cut or fill slopes unless contaim;d within POTABLE WATER ()SAGE: 1,325 GPD an adequate temporary or permanent channel, flume or slope drain structure. RECLAIMED WATER USAGE: 1,060 GPD SEWER (JSAGE: 1,060 GPD (4,240 SF x 0.25 Gen) 8.) Whenever water seeps from a slope face, adequate drainage or other protection W shall be provided. All pavement markings shall be thermoplastic and shall 9.) Sediment will be prevented from entering any storm drain system, ditch, or be installed in accordance with FDOT Index #17346. channel, All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system All reflective markers are to be placed in accordance without first being filtered or otherwise treated to remove sediment. with FDOT Standard Index #17352. 10.) Before temporary or newly constructed stormwater conveyance channels are made operational, adequate outlet protection and any required temporary or permanent All signs are to be placed in accordance with ifor Standard Index # and the Manual Uniform channel lining shall be installed in both the conveyance channel and receiving Traffic Control Devices For Streets And Highways". vices gh channel. 11.) When work in a live watercourse is performed, precautions shall be taken to Contractor to have in place during construction a work minimize encroachment, control sediment transport and stabilize the work area to Zone Traffic Control Plan per FDOT Stan. Index #600. the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthern fill may be used For additional details see FDOT Standard Index numbers for these structures if armored by nonerodible cover materials. 11860, 1 1863, and 17355. 12.) The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. Location of depicted signs is approximate only and is 13.) Periodic inspection and maintenance of all sediment control structures must be subject to change as directed by the Engineer. provided to ensure intended purpose is accomplished. The Developer, owner, and /or the contractor shall be continually responsible for all sediment leaving the The contractor, prior to construction, shall field locate property. Sediment control measures shall be in working condition at the end of all existing utilities within or surrounding the site, for possible conflict. each working day. 14.) Where construction vehicle access routes intersect paved public roads, All areas within the effected right-of-way disturbed provisions shall be made to minimize the transport of sediment by tracing onto during construction shall be sodded/restored. the paved surface. Where sediment is transported onto a public road surface with curbs and gutters, the road shall be cleaned thoroughly at the end of each day. Contractor shall restore off-site areas disturbed by Sediment shall be removed from the roads by shoveling or sweeping and trans- construction to original condition or better. ported to a sediment control disposal area. Street washing shall be allowed only Contractor to maintain traffic flow during construction. after sediment is removed in this manner. 15.) This provision shall apply to individual subdivision lots as well as to larger land- Contractor may make minor adjustments in allggnment disturbing activities. & grade to avoid conflict w/existing utilities, structures, 16.) All temporary erosion and sediment control measures shall be removed within 30 trees or to better match existing field conditions. days after final site stabilization or after the temporary measures are no longer needed, in the opinion of the Reviewer. Disturbed soil areas resulting from Contractor shall put into place all erosion & sediment the disposition of temporary measures shall be permanently stabilized to prevent control practices shown prior to start of construction. further erosion and sedimentation. 17.) Properties and waterways downstream from construction sites shall be protected Contractor shall record and submit to project engineer f d' t d ' d t' accurate As -Built information. men epos Ian an erosion. 18. Phased projects should be cleared in conjunction -with construction of each phase, ELECTRICAL 19' Erosion control design and construction shall follow the requirements in Index Nos. OPTIONAL POST POSITIONS--_ / CONNECTION 101, 102, and 103 of FDOT Roadway and Traffic Design Standards. ' MAXIMUM20 , POST OPTIONS: 2"x4" OR 2-1/2" MIN. DIA. WOOD //-1-1/2' SQUARE OAK OR 1.33 LBS./FT. MIN. STEEL SYSTEM 218 BASIN LIF77TA11�n,I EFTA/L N.T.S. \-GRADE FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FDOT n1s. TYPE /ll SIL T FENCE /%\--FILTER FABRIC FLOW G JOB # = 2002--22 SCALE ---- IN 1111111111,20" CALE--- "1111111111,20" D A T E 6/10/02 --DRAW1l -- DOW S I -I F E'T _ TWO U Z N LiJ rH, V w z wMg Z __3 LJ_ z W V- 0 o -' JOB # = 2002--22 SCALE ---- IN 1111111111,20" CALE--- "1111111111,20" D A T E 6/10/02 --DRAW1l -- DOW S I -I F E'T _ TWO Z LiJ V __3 LJ_ CS i- V- 0 o -' H La- J J W W( 3 M 0 ZLi ) Ir LLJIL D Z 0 Z� T � W J 01)rn 0 cCA o' V) JOB # = 2002--22 SCALE ---- IN 1111111111,20" CALE--- "1111111111,20" D A T E 6/10/02 --DRAW1l -- DOW S I -I F E'T _ TWO E 9 14. 141.1-5 PATCHED )ARD TO BOTT0M EUff REMARKS 3OVE FINISHED HATCHED WALLS ON PARTITION G PLAN INDICATE FRAME WALLS TO BOTTOM -a- OF TRUSSES. fTOM OF TRUSSES "THICKNESS INCLUDES CMU, FURRING INDICATED ON CHANNELS & GYP. BOARD ONLY [ION PLAN DGiT REMARKS %BOVE FINISI IED G -or- 'TOM OF TRUSSES E INDICATED ON TION PLAN CGHT REMARKS 1. PLUMBING CHASE WALL TOM OF TRUSSES, 1. " THICKNESS INCLUDES FURRING CHANNELS & GYP. BOARD ONLY f1G}-iT REMARKS 'ABOVE FINISHED HATCHED WALLS = ON PARTITION NG PLAN INDICATE FRAME WALLS TO BOTTOM -a- OF TRUSSES. OTTOM OF TRUSSES •• THICKNESS INCLUDES FURRING RE INDICAI ED OP! CHANNELS & GYP. BOARD ONLY 'ITION PI AN J - --- f_�-] 2 EXOT G BUE sF M