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1101 Pine Ave (a)
1101 PINE AVENUE, SANFORD, FL REVISION HISTORY REVISION NO. DATE I REVISION DESCRIPTION 1 07/30/:REVISED FOR PERMIT SHEETS CS, A0.2, A1.0, A2.1,A22, A3.1, A6.0, A6.1, S1.0, S1.1, S2.1, M1.0, AND MIA UPDATE CS CODE DATES, A0.2 OCCUPANCY CALCULATIONS, A1.0 KEY NOTE INFORMATION & ADDED DIMENSION, A2.1 ADDED SECTION DETAIL & DOOR NOTE, A2.2 ADDED SECTION CUTS & NOTED REGARDING BACK STAIRS & LANDING,A3.1 ADDED PIER DETAILS, A6.0 REVISED ENTRY DOOR, A6.1 REVISED WINDOW SCHEDULE, S1.0, S1.1 AND S2.0 REVISED PIER DETAILS, M1.0 DUCTWORK INSULATION, M1.1 DUCTWORK MATERIAL. _ BUILDING INFORMATION: ADDRESS: STREET ADDRESS: 1101 PINE AVENUE CITY: SANFORD COUNTY: SEMINOLE STATE: FLORIDA ZIP CODE: 32771 BUILDING DATA: BUILDING BUILDING S.F. OCCUPANCY CONSTRUCTION TYPE EXISTING FIRST FLOOR 4,039 GROSS S.F. E /A3 VB, SPRINKLERED EXISTING SECOND FLOOR 4,039 GROSS S.F. E /A3 VB, SPRINKLERED TOTAL SF: 8,078 GROSS S.F. 2014 X. DESIGN LOADS: ULTIMATE DESIGN WIND SPEED: 144 MPH NOMINAL DESIGN WIND SPEED: 112 MPH IMPORTANCE FACTOR: J I = 1.0 EXPOSURE: EXPOSURE C INTERNAL PRESSURE COEFFICIENT: +/-0.85 BUILDING RISK CATEGORY: III BUILDING HEIGHT: +/- 38'-0" (HIGHEST POINT) BUILDING CODES: GOVERNING JURISDICTION: BUILDING CODE EDITION: MECHANICAL CODE EDITION.- ELECTRICAL DITION:ELECTRICAL CODE EDITION: PLUMBING CODE EDITION: ADDITIONAL CODE EDITIONS: SANFORD, FLORIDA FLORIDA BUILDING CODE l 2014 FLORIDA BUILDING CODE / ACCESSIBILI T 2012 FLORIDA MECHANICAL CODE DATE 2014 NATIONAL ELECTRICAL CODE GENERAL 2011 (NFPA 70) FLORIDA PLUMBING CODE C 2014 X. C lt d �Lt)r%rt 2. NFPA 101 - LIFE SAFETY AND NFPA 1^v 1 2012 NFPA 1 - UNIFORM FIRE CODE Af Lk ASSY 8k rµy �k�yh 2012 NOA'S: ALL NOA'S SHALL MEET REFERENCED BUILDING CODES LOCATION MAP 0 NORTH 32771 RE AUG 13 2015 INDEX OF DRAWINGS SHEET NUMBER SHEET NAME REVISION LOG REV# DATE REV# DATE REV# DATE GENERAL O Z C\1 LO w w X. U lt d �Lt)r%rt 2. COVER SHEET 1 -: ': '. it C) Af Lk ASSY 8k rµy �k�yh GNA INFORMATION a 3 P ,� 0 #1�ra 4tab�i3�r sompoXXX +rII}circ �xrc rIt�M1zeGt� qua ARCHITECTURAL A0.1 aI ivtttll ¢:ir rtc rKittt: o 7p115 A0.2 som LuC,ei�14d51YFlpC t 1 07/3012015 (i6} �`W�+'' ` � �.4�r.5�t"VER1ddDti fifL& .� it �rir1¢ raf+� Bs� 3 1 ST & 2ND FLOOR PLAN AND DEMOLITION PLAN � 1O1 Pitik� 07/3012015 rrslXv Al.1 ROOF EAVE PLAN f r ttX CP,500 A2.1 EXISTING ELEVATIONS WEST & SOUTH 1 : _ [ t3CldtiC.!q wicil1i171 �1 ,i , i a. EXISTING ELEVATIONS EAST &. NORTH 'r rA3�8rC9c1tS+)FYff FAIT, Fiit t 07/30/2015 a' L?'A �' J�{.�Srwp,Vzvjdxd �_ i x i ; �a1i) A3.1 i 1 07/30/2015 Arch. Lie. No. AA2600926 Lndscp. LIc. No. LC0000298 A4.1 ENLARGED PLANS AND ELEVATIONS i ... '< A6.0 �I : 1 r��EtWI����R��r' A6.1 WINDOW SHEDULE AND DETAILS 1 07/30/2015 itt STRUCTURAL S1.0 STRUCTURAL FOUNDATION PLAN 1 07/30/2015 S1.1 tllac�t'Vlt I_an�W�rcritxVlrl�ie�rls�;�. 07/3012015 I LOCATION MAP 0 NORTH 32771 RE AUG 13 2015 INDEX OF DRAWINGS SHEET NUMBER SHEET NAME REVISION LOG REV# DATE REV# DATE REV# DATE GENERAL O Z C\1 LO w w z U CS -GENERAL COVER SHEET 1 07/3012015 C) GNA INFORMATION a ARCHITECTURAL A0.1 ARCHITECTURAL SITE PLAN o A0.2 1ST & 2ND FLOOR LIFE SAFETY PLAN 1 07/3012015 z A1.0 1 ST & 2ND FLOOR PLAN AND DEMOLITION PLAN 1 07/3012015 Al.1 ROOF EAVE PLAN Plans Pre ared By CP,500 A2.1 EXISTING ELEVATIONS WEST & SOUTH 1 07/3012015 Sanford, FL: 32771 A2.2 EXISTING ELEVATIONS EAST &. NORTH 1 07/30/2015 Eng. C.O:A. No. 3215 A3.1 EXISTING SECTIONS AND DETAILS 1 07/30/2015 Arch. Lie. No. AA2600926 Lndscp. LIc. No. LC0000298 A4.1 ENLARGED PLANS AND ELEVATIONS A6.0 DOOR SCHEDULE 1 07/3012015 A6.1 WINDOW SHEDULE AND DETAILS 1 07/30/2015 STRUCTURAL S1.0 STRUCTURAL FOUNDATION PLAN 1 07/30/2015 S1.1 STRUCTURAL FOUNDATION DETAILS 1 07/3012015 S2.0 i EXISTING FIRST FLOOR PLAN S2.1 STRUCTURAL FRAMING PLAN 1 07/30/2015_ S3.0 _ SECOND FLOOR FRAMING PLAN S4.0 STRUCTURAL NOTES _ u MECHANICAL M0.1 MECHANICAL SYMBOLS, ABBREVIATIONS, GENERAL NOTES M0.2 MECHANICAL DETAILS _ M1.0 MECHANICAL PLAN FIRST FLOOR 1 07/30/2015 M1.1 MECHANICAL PLAN SECOND FLOOR 1 07/30/2015 - PLUMBING --- -- - P0.1 �- - PLUMBING PLAN SYMBOLS, ABBREVIATIONS, - _ GENERAL NOTES, DETAILS P1. _PLUMBING PLAN FIRST FLOOR P1.1 PLUMBING PLAN SECOND FLOOR FIRE ALARM F1.0 FIRST FLOOR FIRE ALARM PLAN F1.1 SECOND FLOOR FIRE ALARM PLAN ELECTRICAL E0.1 ELECTRICAL PLAN SYMBOLS, ABBREVIATIONS, GENERAL NOTES, DETAILS _ _ _ E1.0 EXISTING FIRST FLOOR ELECTRICAL PLAN E1.1 EXISTING SECOND FLOOR ELECTRICAL PLAN E2.0 ELECTRICAL RISER AND SCHEDULE _ _ DESIGNER OF RECORD: ARCHITECT: JOHN A. BAER AIA CPH INC STRUCTURAL: JOSE ORTIZ, MCE, PE CPH INC MECHANICAL: DENNIS MATULA PE PLUMBING: CPH INC ELECTRICAL: _ NG DIV[__.. 10"i rlarrau�r�-ra e� A SHALI. G CO`'S.� AND NUT AS A PERMIT 65,JU D 1 , Wfrl-I 'I rlcv r2 SEr IJCENSF..-TO Pr;oCfEU . CANGEL, ALTS �1-1NICAL ,,�jTHORrrY r0 VIOLATE, ASIf?E ANY OF qAe PFiUVIS!ON CSP 1 Fplvlfr PREVENT C SIPS, MOR SI TALL ISSU" OFA P THFREAFTERN Th!E SUILDINta OFfITIUN OF ERRORS IN P� c REQUIRING A COFIREC f IONS FT GOUT CONSTRUCTION OR VIOLA REVIEWEQ FORGO Oi�/IFLIANCE PLAT , E MINER • L /,� DATE 500 WEST FULTON ST. SANFORD, FL 32771 500 WEST FULTON ST. SANFORD, FL 32771 407-322-6841 407-322-6841 I 500 WEST FULTON ST. OWCE 407-322-6841 SANFORD, FL 32771 PITItERM ., CERTIFICATION F, t., O � a To, 0 OF THE ARCHITECT'S KNOWLEDGE RMATION, AND BELIEF, HI$ SIGN IS IN COMPLIANCE WITH [CABLE CODES AND LAWS. AUG 0 5 2015 i AER, AIA DATE www.cphcorp.c.om A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas m z � O Q � U Z _ 2 O O Z C\1 LO w w z U a m z O cn nm O U W� w a w i Q 0 w 0 O U w Ltd ILU I-- N 0 0 O J U-1 0 i- Lo O Z C\1 LO w z a C) t C) a m -0 o v > %0 N z o. Plans Pre ared By CP,500 West Fulton St. Sanford, FL: 32771 Ph: 407.322.6841 Licenses: Eng. C.O:A. No. 3215 Survey L.B. No. 7143 Arch. Lie. No. AA2600926 Lndscp. LIc. No. LC0000298 0 O J Sheet No. CS NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION U-1 z Q w z a C) Sheet No. CS NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION GENERAL NOTES GENERAL CONTRACTOR RESPONSIBILITY ABBREVIATIONS 1. GENERAL CONTRACTOR SHALL FIELD SURVEY LOCATION AND VERIFY ALL EXISTING CONDITIONS ABV ABOVE FINISHED FLOOR FLG FLASHING PT PORCELAIN TILE 1. DRAWINGS ARE IN INCHES UNLESS OTHERWISE NOTED. AND DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE AFG ABOVE FINISHED GRADE FLR FLOOR(ING) PSF POUNDS PER SQUARE FOOT www,cphCOrp.com ARCHITECT. AP ACCESS PANEL FD FLOOR DRAIN PSI POUNDS PER SQUARE INCH A Full Service 2. DIMENSIONS ARE GIVEN TO FACE OF CONCRETE PRECAST, FACE OF CONCRETE ACOUS ACOUSTICAL FLOUR FLUORESCENT PFB PREFABRICATE(D) WITHOUT FINISH, FACE OF CMU WITHOUT FINISH AND FACE OF METAL STUD. 2. NOTIFY THE ARCHITECT IN WRITING OF ANY UNEXPECTED CONDITIONS THAT ARE UNCOVERED ACT ABOVE FTG FOOTING PM PRESSED METAL A & E Firm AFTER BEGINNING WORK. AFF ACOUSTICAL CEILING TILE FDN FOUNDATION PROP PROPOSED Architects 3. PERFORM WORK IN ACCORDANCE WITH ALL APPLICABLE LOCAL CODES AND ADD ADDENDUM FRM FRAME QTY QUANTITY REGULATORY REQUIREMENTS. 3. GENERAL CONTRACTOR SHALL COMPLETE ALL WORK AS INDICATED ON THESE PLANS UNLESS ADH ADHESIVE FS FULL SIZE QT QUARRY TILE Engineers OTHERWISE INDICATED. ADJ ADJACENT FURR FURRED (ING) RAD RADIUS Environmental 4. KEEP THE PREMISES NEAT AND CLEAN AT ALL TIMES. ADJT ADJUSTABLE GA GAGE, GAUGE RWL RAIN WATER LEADER Landscape Architects 4. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE AGG AGGREGATE GALV GALVANIZED REG RECESSED M / E / P 5. PROTECT ALL AREAS ADJACENT TO THE WORK AREA, OR THROUGH WHICH AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF A/C AIR CONDITIONING GC GENERAL CONTRACTOR REF REFERENCE Planners MATERIALS MUST PASS, TO PREVENT DAMAGE RESULTING FROM CONSTRUCTION THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR AHU AIR HANDLING UNIT GL GLASS, GLAZING RFL REFLECT(ED), (IVE), (ING) Structural OR MATERIALS' HANDLING. RESTORE TO EXISTING CONSTRUCTION ORIGINAL RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. ALT ALTERNATE GFRC GLASS FIBER REINFORCED CONCRETE REFR REFRIGERATOR Surveyors CONSTRUCTION IFlWHEN DISTURBED. ALUM ALUMINUM GMU GLASS MASONRY UNIT REINF REINFORCE Traffic / 5. GENERAL CONTRACTOR SHALL OBTAIN CONSTRUCTION PERMIT, APPROVALS, INSPECTIONS, ANCH ANCHOR, ANCHORAGE GT GLASS TILE REM REMOVE Transportation 6. FOLLOW THE MANUFACTURE'S STRICTEST WRITTEN RECOMMENDATIONS FOR CERTIFICATE FOR COMPLIANCE, AND ASST WITH THE CERTIFICATE OF OCCUPANCY AS REQUIRED AB ANCHOR BOLT GB GRAB BAR REQ'D REQUIRED HANDLING, INSTALLATION, AND/OR APPLICATION ALL MATERIALS AND/OR UNLESS OTHERWISE NOTED. ANOD ANODIZED GRD GRADE (ING) RES RESILIENT Offices in: PRODUCTS CONSISTENT WITH THE SKILL AND CARE NECESSARY FOR THE APPROX APPROXIMATE GRT GROUT RT RESILIENT TILE . Florida ORDERLY PROGRESS OF WORK. 6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS OTHER THAN GENERAL BUILDING ARCH ARCHITECTURAL GYP GYPSUM RET RETURN PERMITS REQUIRED FOR SUCH WORK SHOWN ON THE DRAWINGS. SUCH PERMITS SHALL BE AD AREA DRAIN GWB GYPSUM WALL BOARD RA RETURN AIR •Puerto Rica 7. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. LARGE SCALE OBTAINED BEFORE STARTING THE WORK. SEPARATE PERMITS ARE REQUIRED FOR THE AUTO AUTOMATIC; HP HANDICAPPED REV REVISION • Connecticut DRAWINGS GOVERN OVER SMALL SCALE DRAWINGS. INSTALLATION OF ALL EXTERIOR SIGNAGE. THE CONTRACTOR SHALL ACQUIRE THESE PERMITS AVG AVERAGE HR HANDRAIL RH RIGHT HAND AND PAY ALL REQUIRED FEES PRIOR TO THE SIGNAGE INSTALLATION. BSMNT BASEMENT HBD HARD BOARD R RISER Maryland 8. ALL FLOOR ELEVATIONS ARE GIVEN TO TOP OF GONG. SLAB (TOC), TOP OF WALL BM BEAM HDW HARDWARE REG ROOFING • Texas (TOW), OR TOP OF FLOOR FINISH (FEE), AS INDICATED. 7. GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY FACILITIES DURING CONSTRUCTION BRG BEARING HDWD HARDWOOD RD ROOF DRAIN FOR THE COMPLETE BUILDING OPERATION. THIS SHALL BE TEMPORARY ACCESS, EXIT, BEL BELOW HD HEAD RM ROOM 9. PERFORM ALL WORK IN A WORKMANLIKE MANNER. CORRIDORS, LIGHTING, FIRE PROTECTION, MAIN CORRIDOR PROTECTION, A/AC & ALL BET BETWEEN HTG HEATING RO ROUGH OPENING INFRASTRUCTURE REQUIRED DURING THE FINAL STORE OPERATION. BIT BITUMINOUS HVAC HEATING/VENTILATING/ AIR CONDITIONING RB RUBBER Q A k Q 10. ALL GYPSUM BOARD WORK REQUIRED CORNER BEADS AND NEEDS TO BE BLK BLOCK HT HEIGHT SND SANITARY NAPKIN DISPENSER, U� . "�R q'µ� _ APPROVED BY THE ARCHITECT AND INSPECTOR BEFORE FINISHING IT, 8. GENERAL CONTRACTOR SHALL REMOVE ALL TEMPORARY ITEMS AT THE COMPLETION OF WORK BD BOARD HPT HIGH POINT SCHED SCHEDULES �'' ' LU AS REQUIRED. BOT BOTTOM HC HOLLOW CORE SLNT SEALANT 14 m 11. ALL DISTANCES, DATA AND EXISTING STRUCTURES AND UTILITIES ABOVE OR BW BOTTOM OF WALL HM HOLLOW METAL SECT SECTION BELOW THE GROUND, WITHIN THE LIMITS OF THIS PROJECT SHALL BE CHECKED BY 9. GENERAL CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES, ALL APPROVED DRAWINGS BKT BRACKET HB HOSE BIBB SHTH SHEATHING Y /' +?� =r`� I"`: _ THE CONTRACTOR. IN CASE OF CONFLICT, THE ARCHITECT SHALL BE NOTIFIED INCLUDING ALL REVISIONS AND ADDENDA. BRK BRICK HORIZ. HORIZONTAL SHT SHEET , O IMMEDIATELY IN ORDER THAT CLARIFICATION MAY BE MADE. BRZ BRONZE IN INCH SM SHEET METAL!' 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND BLDG BUILDING INCL INCLUDE(D), (ING) SV SHEET VINYL 12. SITE SURVEY DRAWINGS ARE FOR INFORMATION ONLY. CONTRACTOR SHALL REQUIREMENTS DURING CONSTRUCTION. BUR BUILT-UP ROOFING IC INSIDE CLEAR SH SHELF, SHELVING VERIFY AND PROVIDE ALL SITE SURVEY REQUIRED FOR THE WORK OF THIS CAB CABINET ID INSIDE DIAMETER SHR SHOWER 22 PROJECT. 11. AFTER COMPLETION, GENERAL CONTRACTOR SHALL CLEAN WHERE EVER SUCH CLEANING IS CUH CABINET UNIT HEATER INSUL INSULATE(D), (ION) SIM SIMILAR m REQUIRED, INCLUDING AREAS OF THE BUILDING MADE DIRTY BY CONSTRUCTION WORK. REMOVE CPT CARPET (ED) INT INTERIOR SKLT SKYLIGHT 13. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING FROM THE PREMISES TRASH, TOOLS, EQUIPMENT AND EXCESS CONSTRUCTION MATERIALS. Cl CAST IRON INV INVERT SOG SLAB ON GRADE WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS AND CB CATCH BASIN JAN JANITOR SD SOAP DISPENSER SHALL BE INCLUDED AS PART OF THE CONTRACTORS WORK. 12. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADE TO CLG CEILING JT JOINT S STC SOUND TRANSMISSION CLASS COMPLETE THE WORK OUTLINED IN THESE DOCUMENTS, INCLUDING ITEMS WITHIN THE SPACE CEM CEMENT J JOIST S SOUTH ABOVE THE CEILINGS (STRUCTURAL MEMBERS, CONDUITS, MECHANICAL DUCTS, INSULATION, CTR CENTER KIT KITCHEN SC SOLID CORE TERMITE PROTECTION RECESSED LIGHT FIXTURES, AND CEILING CONSTRUCTION DIMENSIONS, ETC.) THE CONTRACTOR GT CERAMIC TILE LAM LAMINATE SPEC SPECIFICATION SHALL BE RESPONSIBLE TO MAINTAIN THE FINISHED CEILING HEIGHT ABOVE THE FLOOR AS CHBD CHALK BOARD LAV LAVATORY SA SPRAY ACOUSTIC INDICATED IN THESE DRAWINGS FOR THE VARIOUS ROOMS AND AREAS. CO CLEAN OUT LCC LEAD COATED COPPER SQ SQUARE A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEEDS FOR RE-INSPECTION AND CLR CLEAR LH LEFT HAND S/S STAINLESS STEEL z TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED: THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR 13. GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THOSE LAWS CLO CLOSET LT LIGHT ST STAIR O ELECTRIC PANEL, FBG 104.2.6 HAVING JURISDICTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY SHOWN ON THESE COL COLUMN LS LIGHT SWITCH STD STANDARDa DRAWINGS. COMP COMPRESS(ED), (ION), (IBLE) LWT LIGHT WEIGHT STA STATION z0 v CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" AWAY FROM BUILDING SIDE WALLS FBC 1503.4.4 CONC CONCRETE LTL LINTEL STL STEEL IRRIGATION' SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN V-0" OF THE RUILDING 14. CONTRACTOR WILL VERIFY WITH THE A.A.A., A.E.E. AND THE PUBLIC WORK DEPARTMENT THE CMU CONCRETE MASONRY UNIT CONST LVR LOUVER STO STORAGE (� CO w o LOCATION OF ALL INFRASTRUCTURE, EVEN IF THEY ARE NOT SHOWN ON DRAWINGS. CONT. CONTINUOUS MACH MACHINE STRUC STRUCTURAL SIDE WALLS. FBC 15WAA GONTR CONTRACTOR) MB MACHINE BOLT SUSP SUSPENDED TO PROVIDEFOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL 15. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY PARTITION WALLS IF THEY ARE CJT CONTROL JOINT MH MAN HOLE SYS SYSTEM NOT BE LESS THAN 6", EXCEPTION: PAINT OR DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY REQUIRED DURING THE CONSTRUCTION PROCESS. CG CORNER GUARD MFR MANUFACTURE (ER) TKBD TACKBOARD TO THE FOUNDATION WALL. FBC 1403.1.6 CORR CORRIDOR MAS MASONRY TEL TELEPHONE 16. GENERAL CONTRACTOR SHALL INCLUDE FURNISHING ALL MATERIALS EQUIPMENT, TOOLS, CTSK COUNTERSINK MO MASONRY OPENING TEMP TEMPERED INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE, FBC 1816. 1,1 LABOR AND SERVICES NECESSARY FOR COMPLETION OF THE PROJECT. CRS COURSE MTRL MATERIAL(S) TC TERRA COTTA CYD CUBIC YARD MAX MAXIMUM TZ TERAZZO SOIL DISTRIBUTED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED. FBS 17. GENERAL CONTRACTOR SHALL PERFORM ALL WORK ALL WORK IN CONFORMITY WITH THOSE DEPT DEPARTMENT MECH MECHANICAL TEX TEXTURED 1816.1.2 LAWS HAVING JURISDICTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY SHOWN ON THESE DTL DETAIL MG MEDICINE CABINET THK THICK(NESS) BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INTALLATION OF TRAPS; ETC, SHALL BE MADE WITH PERMANENT DRAWINGS. DIAG DIAGONAL MED MEDIUM TPD TOILET PAPER DISPENSER o METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE DIAM DIAMETER MTL METAL T&G TONGUE AND GROOVE € OF SOIL AFTER THE INITIAL TREATMENT. FBC 1816.1.5 18. SHOP DRAWINGS: DIM DIMENSION MIN MINIMUM T&B TOP AND BOTTOM A. SUBMIT A SCHEDULE OF SHOP DRAWINGS PRIOR TO COMMENCING WORK. DW DISH WASHER MISC MISCELLANEOUS TC TOP OF CONCRETE MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS' B. SUBMIT SHOP DRAWINGS FOR ARCHITECTS REVISION WHERE REQUIRED BY PLANS DPR DISPENSER MIR MIRROR TF TOP OF FOOTING w B BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. FBG 1816,1.4 SPECIFICATIONS, WITH AMPLE TIME TO REVIEW AND APPROVE. DISP DISPOSAL MOD MODULAR TJ TOP OF JOIST C. ALL SHOP DRAWINGS, INCLUDING EQUIPMENT AND MATERIALS, SHALL BE REVIEWED AND DR DOOR MR MOISTURE RESISTANT T TSL TOP OF SLAB �' 'o o �, CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED' BEFORE EXTERIOR SAIL DO DOOR OPENING MLDG MOLDING, MOLDING TST TOP OF STEEL z N TREATMENT. FBC 1£316.1.519. GENERAL CONTRACTOR TO SUBMIT TIMEFRAME & CONSTRUCTION PHASES SCHEDULE. DBL DOUBLE MTD MOUNTED TW TOP OF WALL U 6 Q U-) a SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE STRUCTURE DA DOUBLE ACTING MULL MULLION TW TOWEL BAR SIDEWALLS: FBC 1816.1:6 20. GENERAL CONTRACTOR TO PROVIDE OWNER WITH ONE COMPLETE SET OF ACCURATE, DN DOWN NAT NATURAL TR TREAD FULL-SIZED AS-BUILT RECORD DRAWINGS FOR PERMANENT RECORD. DWR DRAWER NOM NOMINAL TRANS TRANSPARENT AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING DWG DRAWING NC NONCORROSIVE TYP TYPICAL -0 a) a) o LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL HARRIER IS APPLIEDSHALL BE RETREATED, 21. FULLY WARRANTY ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR 1 YEAR FROM DATE DF DRINKING FOUNTAIN N NORTH UC UNDERCUT a� v o (D Z FBC 1816.1.6 OF ACCEPTANCE. REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND EA EACH NA NOT APPLICABLE UL UNDERWRITER Q U DEFECTIVE DURING WARRANTY PERIOD. EXTEND ALL MANUFACTURER'S WARRANTIES TO THE E EAST NIC NOT IN CONTRACT UNO UNLESS NOTED OTHERWISE [] �] (D Q 0 p O ALL BUILDINGS ARE REQUIRED TO HAVE PRE-CONSTRUCTION TREATMENT, FBC 1816,1.7 OWNER. ELEC ELECTRIC(AL) NTS NOT TO SCALE UR URINAL EWC ELECTRIC WATER COOLER NO NUMBER VERT VERTICAL Plans Prepared By A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL A CERTIFICATECOSTATE:CONTROL 22. CONTRACTOR SHALL REFER TO THE NESHAP ASBESTOS DEMOLITION SURVEY AND LEAD-BASED EL ELEVATION OC ON CENTER VG VERTICAL GRAIN CPH, Inc. 500 West Fulton St. BEFORE ANY FINAL INSPECTIONS WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL PAINT SURVEY PERFORMED DECEMBER 21, 2011 BY PSI CONTAINED IN THE SPECIFICATION MANUAL ELEV ELEVATOR OPNG OPENING VIF VERIFY IN FIELD BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, THE FOR THIS PROJECTSanford, Fl. 32771 TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA_ DEPARTMENT OF AGRICULTURE AND ENC EMERGENCY OPP OPPOSITE VEST VESTIBULE Ph: 407.322.6841 CONSUMER SERVICES, FBC 1816.1.7 23. CONTRACTOR SHALL ADHERE TO ALL OSHA REGULATIONS PERTAINING TO DISTURBANCE AND / ENC ENCLOSE (URE) OPH OPPOSITE HAND VP VENEER PLASTER Licenses: OR REMOVAL AND CLEANUP OF ASBESTOS AND LEAD BASED PAINT CONTAINING MATERIALS AS ENG ENGINEER(ING) OZ OUNCE VIN VINYL Erg. C.O.A. No. 3215 AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN V-0" OF THE DESCRIBED IN THE REPORT. ENAM ENAMEL OD OUTSIDE DIAMETER VCT VINYL COMPOSITION TILE Survey LB. No. 7143 BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS SHORING OR OTHER CELLULOSE CONTAINING EPT EPDXY PAINT(ED) OA OVERALL VWC VINYL WALL COVERING Arch. Lie. No. AA2600926 MATERIAL. FBG 2303.1.3 24. CONTRACTOR SHALL ADHERE TO THE MOLD AND WATER INTRUSION SURVEY BY AEROSTAR EQ EQUAL OH OVER HEAD WC WATER CLOSET Lndscp. Lie. No. LC0000298 CONTAINED IN THE SPECIFICATION MANUAL FOR THIS PROJECT. EQUIP EQUIPMENT PTD PAINT(ED) WH WATER HEATER NO WOOD, VECaITATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15' 9" OF ANY BUILDING OR EXH EXHAUST PR PAIR WR WATER RESISTANT PROPOSED BUILDING. FBC 230'3,1.4 25. CONTRACTOR TO ADHERE TO THE SECRETARY OF THE INTERIOR'S "STANDARDS FOR EX EXISTING PNL PANEL WP WATERPROOFING REHABILITATION AND GUIDELINES FOR REHABILITATING HISTORIC BUILDINGS" AND THE "HOW TO EXP'D EXPOSED PBD PARTICLE BOARD WT WEIGHT PRESERVE BRIEFS" LOCATED IN THE TECHNICAL PRESERVATIONS SERVICE OF THE NATIONAL PARK EXP EXPANSION, EXPOSED PTN PARTITION WWF WELDED WIRE FABRIC STANDARD SYMBOLS SERVICE. http://www.nps.gov/tps EJT EXPANSION JOINT PVMNT PAVEMENT WWM WELDED WIRE MESH EXT EXTERIOR PVRS PAVERS W WEST, WIDTH, WIDE EIFS EXTERIOR INSULATION & FINISH PERF PERFORATE(D) WIN WINDOW SYSTEM PLAS PLASTER WG WIRE GLASS Q NAME OWNER RESPONSIBILITY EXTD FAB EXTRUDED FABRIC P-LAM PL PLASTIC LAMINATE PLATE WM W/ WIRE MESH WITH KEY NOTE ELEVATION -"" - PROPOSED ELEVATION 0 # FWG FOC FABRIC WALL COVERING FACE OF CONCRETE PWD PNT PLYWOOD POINT W/O WD WITH OUT WOOD u- /" REVISION TAG 1. THE OWNER WILL BE RESPONSIBLE FOR THE FOLLOWING ITEMS NOT IN THE CONTRACT. FOF FACE OF FINISH WPT WORK POINT l� 0 10' -0" _ DIMENSION LINES a. REMOVING FURNITURE, FIXTURES AND ITEMS STORED IN THE EXISTING BUILDING. FOM FIN FACE OF MASONRY FINISH(ED) WI WROUGHT IRON 0 DOOR TAG b. INTERIOR PAINTING AND STAINING. c. REMOVAL OF EXISTING RAMP. FF FINISHED FLOOR Q d. WOOD SIDING PRIMED BOTH SIDES PRIOR TO GENERAL CONTRACTOR INSTALLATION, FA FIRE ALARM U) FE FIRE EXTINGUISHER WINDOW TAG OA FEC FIRE EXTINGUISHER CABINET W w FHC FPRF FIRE HOSE CABINET FIREPROOF Z w 5 A5 2 ELEVATION REFERENCE C I IPARTITION " FR FT FIRE RATING FIRE TREATED w TYPE - FIXT FIXTURE Z ilk 5 SECTION REFERENCE ' z r COLUMN DESIGNATION �A5.2 5 1 (A5,2 DETAIL INDICATOR ROOM \` / [101] ROOM NAME & NUMBER Sheet No. ----� BREAK LINE AOOOA � EQUIPMENT REFERENCE GN01 -----CL. CENTER LINE NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION RESTROOM FIXTURE & ACCESSORY ELEVATIONS GENERAL NOTES TOILET ROOM FIXTURES AND ACCESSORIES SHALL BE CERTIFIED BY MANUFACTURER FOR COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT. SOLID BLOCKING GENERAL BLOCKING NOTE: ALL CONCEALED WALL ALL FIXTURES SHALL BE MOUNTED AT HEIGHTS AND WITH CLEARANCES AS AROUND TOWEL WATERCLOSET BLOCKING SHALL BE MIN. 22 GA. GALV. STEEL, OR FIRE REQUIRED BY ADA, AND AS FOLLOWS: wWW.cphcorp.com DISPENSER FLUSH CONTROL TO RETARDANT TREATED WOOD (EXCEPT THAT STANDARD SOLID BLOCKING 18" X 30" MIRROR BE LOCATED ON WOOD MAY BE USED ONLY IN RESTROOMS WITH UNTREATED WOOD FRAME WALLS) FLUSH CONTROL FOR THE TOILET SHALL BE LOCATED NOT MORE THAN A Full Service FIRE TOWEL SAOP (CONCEALED) 4" W/ SAFETY EDGE THE 28° A & E Firm EXTINGUISHER DISPENSER DISPENSER MAX OR CHROME WIDE SIDE OF AFF, AND SHALL BE OPERABLE WITH MAX. 5 LB. FORCE. BRACKET CHANNEL HANDICAP STALL 54" MIN. Architects MOUNTED ALL WALL-HUNG FIXTURE , 12�� MAX. GRAB BARS SHALL BE PROVIDED AT EACH TOILET, MOUNTED W/TOP FROM Engineers J LAYS &URINALS 2 X 8 SOLID WOOD 42" MIN. 33" TO 36" AFF. MOUNT GRAB BARS INTO CONCEALED, SOLID WOOD Environmental SHALL UTILIZE BLOCKING (TYP AT GRAB BLOCKING AS REQUIRED TO RESIST 250 PLF FORCE APPLIED TO GRAB BAR Landscape Architects MFR'S WALL CARRIAGES, g R 1 X 4 WOOD PPOCKING Q _ —OPTIONAL - TOILET PAPER DISPENSER AT ANY POINT IN ANY DIRECTION GRAB BARS SHALL BE FROM 1-1/4" TO 1-1/2" DIAMETER SHALL PROTECT AT LEAST 1-1/2" FROM WALL PROVIDE M / E / P Planners _ ANCHORED TO 36" MIN MOUNTING LOCATION IN AND >- SOLID FRAMING OR Fn IBLOCKING I Y ---------- - 24" MIN 12"MIN — (TYP AROUND T.P. TORLsf) PAPER - - - z -. 1-1/2" DIA. GRAB BAR CONGEALED FASTENERS WITH TRIM SCUTCHEON .TOILET PAPER DISPENSERS SHALL BE INSTALLED BELOW GRAB BAR ON SIDE WALL AT LEAST 15" AFF AND A MAXIMUM OF 36" AWAY FROM REAR WALL. PROVIDE CONCEALED SOLID Structural Surveyors Traffic / - - — O = DISPENSER — w C,- �� �a 2x8 SOLID BLOCKING BLOCKING. PAPER TOWEL DISPENSERS SHALL BE MOUNTED ON WALL BESIDE �� LAV, DISPENSER SLOT NOT MORE THAN 44 AFF. PROVIDE SOLID Transportation O z (-� -,��} �_ EACH WITH _- ¢ U_ 01 4 - �� V 8 w �{ ¢ -'_LL TOILET PAPER DISPENSER a r Z (TYP AT GRAB BARS) PROVIDE CONCEALED WOOD BLOCKING IN WALL AROUND ROUGH OPENING. WALL HUNG LAV SHALL BE MOUNTED WITH FRONT ROOM AT 2'-10" AFF MAX. Offices in: •Florida ¢ w X O z Y� _ O I _l O a _ \ l� SOLID BLOCKING • Puerto Rico z �¢ z _f - m y o, 9 Co , O "` ~ Cl) 2 z_ o BEHIND/AROUND ALL WASHROOM MIRRORS SHALL HAVE POLISHED SAFETY EDGE OR CHROME CHANNEL EDGE, • Connecticut 17" MIN. N FINISHED FLOOR -- N 25" MAX. ti _ O °D ~ Z - � m _.. _ _ ACCESSORIES AND SHALL BE MOUNTED ABOVE EACH LAV. W/BOTTOM AT 40" AFF. MIRRORS • Maryland W � N ;� �- -� �, SHALL BE MIN. 18" WIDE X 30" HEIGHT. w o _ O "' Co • Texas 7 9„ _ 1'-3" MIN 17" INSULATE HOT, COLD — SIGNAGE LEGEND '' C=3AND DRAIN PIPE W/ "TRAP WRAP" KIT ":`��- "*~ R : t r' Y,� w ¢ r7l, m 1. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE,, Q INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS4 z MISC. ADA REQUIREMENTS MANEUVERING CLEARANCE AT DOORS -ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE �, •,` ' ACCESSIBLE. w R� G� -ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE-USER TOILETS ARE CLUSTERED AT A SINGLE LOCATION. y W -ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE DOOR CLOSER SWEEP PERIOD SHALL BE IN ACCORDANCE WITH ADA REQUIREMENTS, ALL PERMANENT ACCESSIBLE. THE SIGN, WHERE PROVIDED, SHALL BE ABOVE THE — -- ADJUSTED SO THAT FROM AN OPEN POSITION ROOM IDENTIFICATION SIGNS SHALL BE INSTALLED ON THE WALL CHECK-OUT AISLE IN THE SAME LOCATION AS THE CHECK-OUT AISLE OF 70°, THE DOOR WILL TAKE AT LEAST 3 ADJACENT TO THE LATCH SIDE OF THE DOOR, AND SHALL BE PULL SIDE 18" Minimum. NUMBER OR TYPE OF CHECK-OUT IDENTIFICATION. SECONDS TO MOVE TO A POINT 3 IN. FROM MOUNTED WITH THE CENTERLINE OF THE SIGN AT 5'-0" A.F.F. r DOOR WIDTH 24" Preferred. THE LATCH, MEASURED TO THE LEADING MOUNTING LOCATION FOR SIGN SHALL BE SUCH THAT A PERSON 4" (MIN.) -UNISEX TOILET AND BATHING ROOMS. EDGE OF THE DOOR. ADJUST FOR 5 LB. MAX MAY APPROACH WITHIN 3" OF THE SIGN WITHOUT ENCOUNTERING PUSH SIDE FORCE.— PROTRUDING OBJECTS OR STANDING IN THE SWING OF THE DOOR. IF THERE IS INSUFFICIENT WALL SPACE ADJACENT TO THE 'f -- — — — — — — — - — — — — —I X DOOR WIDTH 4" Min. -ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL SUCH ROOMS ARE ACCESSIBLE. LATCH SIDE OF THE DOOR, THE SIGN SHALL BE MOUNTED ON THE zo OPTIONAL ADA NEAREST ADJACENT WALL. ADA SIGNAGE SHALL COMPLY WITH I — — T 2. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE F- SIGN THE DETAILS PROVIDED AT THE RIGHT. IL I ACCESSIBLE ELEMENT SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS. cn z a. LOCATION \' THESE DIRECTIONAL SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF 0 U ACCESSIBILITY. Fn w E _ r a E N -AT EACH SEPARATE-SEX TOILET INDICATING THE LOCATION OF THE COAT /PURSE HOOK, o � `. NEAREST UNISEX TOILET. DOOR OR WALL MOUNT (TYP.) `9 c N � 3. TACTILE SIGNAGE SHALL BE LOCATED ON THE WALL TO THE DOOR'S LATCH LEVER HARDWARE (TYP.) SIDE AT A HEIGHT OF 60" AFF TO THE BASELINE OF THE HIGHEST TACTILE THERMOSTAT CL _ TYPICAL ELECTRICAL I CHARACTER. SIGNS MAY BE PLACED ON THE NEAREST ADJACENT WALL WHEN THERE IS NO WALL SPACE ON THE LATCH SIDE. i — — SWITCH,DIMMER, ETC. �I 4. CHARACTER AND SYMBOLS OF SIGNS SHALL BE IN CONTRAST WITH THEIR W y' _ - - — BACKGROUND AND SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE I- r - 1 MATERIALS OR FINISHES. a 18" CLEAR N / NOTE: X=12 in.(305 mm.) ` If the door has both 5. ACCESSIBLE SIGNAGE SHALL USE GRADE II BRAILLE AND MUST COMPLY - `.. a closer and a latch. WITH ANSI A117.1 SECTION 703.4. - TYPICAL WALL w ,n L MOUNTED DUPLEX FRONT APPROACHES SWINGING - DOORS RESTROOM SYMBOLS ELECTRICAL DATA \ TELEPHONE AND z k Q OUTLETSFIJI L SIDE ID Q Ell DOOR WIDTH X - �� - ` — — — — — — — — — — — — — — 54 in. (min.) _,1" VARIES 1", OF ERNATIONAL SYMBOL ACCESSIBILITY COLOR 1 BASE COLOR 1 m � � m o 1370 mm. - N DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES I PUSH SIDE -SIGN i BACKGROUND ❑ ❑ C) CL ¢ ca CO❑ -1 _ SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. _ I I — — -- — Z COLOR 2 � Plans s Prepared By CPA, Inc. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED _ o z500 West Fulton St. AT 36" (in.) ABOVE FINISH FLOOR._-CL Sanford, FL 32771 �:..... . � Ph: 407.322.6841 E E I I = �- Licenses: I - Q Eng. C.O.A. No. 3215 WOMEN ESTROOM -o co Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 1/2" R-% 1/32" RAISED PICTOGRAPH & 1/32" --" - RAISED UPPER CASE SANS SERIF NOTE: X=36 in. (915 mm) NOTE: Y=48 inIdoorhas TYPE LETTERING COLOR 1 If Y-60 in (1525 mm) minimum if ALL PERMANENT ROOM IDENTIFICATION SIGNS SHALL COMPLY X-42 in. (1065 mm) both a close WITH THE AMERICANS WITH DISABILITIES ACT. 41 if Y=54 in.(1370 mm) SIGNS SHALL BE ADHERED TO SUPPORTING SURFACE BY ADHESIVE, Q --TACTILE CHARACTERS SHALL BE SANS HINGE-SIDE APPROACHES-SWINGING DOORS \ SELECTED FOR HIGH STRENGTH AND DURABILITY OF BOND BETWEEN ❑ SERIF - SIGN BACKING AND SUPPORTING SURFACE MATERIAL. (� AND SELECTED FROM FONTS WHERE THE O z WIDTH OF THE UPPERCASE LETTER "O" IS PULL SIDE SIGN BACKGROUND SHALL BE MINIMUM 1/8" THICK ACRYLIC PLATE, z LLL BASELINE OF TX _ _ 55% MINIMUM AND 110% MAXIMUM OF THE zo 'z _ c° HEIGHT OF THE UPPERCASE LETTER 'T" AND BACKGROUND COLOR SHALL BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF STANDARD AND CUSTOM COLORS, 24 in. c� WHERE THE HEIGHT OF THE UPPERCASE minimum.AXIUj X AND SHALL PROVIDE AT LEAST 70% CONTRAST WITH WHITE p LETTER "I" IS 5/8" MINIMUM AND 2" MMUM. CHARACTERS SHALL BE ALL UPPERCASE AND DOOR WIDTH ----- 610 mm. — — — — 24 in. min. 610 mm. DOOR WIDTH usi 4" Min. FOREGROUND LETTERS. BACKGROUND FINISH SHALL BE NON-GLARE. ACRYLIC LETTERING SHALL BE RAISED AT LEAST 1/32", AND MAY BE J LL z Q (A RAISED 1/32" MINIMUM FROM SIGN SURFACE. ACHIEVED THROUGH SURFACE APPLICATION, ETCHING OR INJECTION C) -SIGNAGE GRADE 2 BRAILLE — MOLDING. U L w ❑ ;n BACKGROUND TO BE EITHER CENTERED OR CONTRASTING COLOR JUSTIFIED LEFT 3/8" MIN I _ ALL LETTERS SHALL BE UPPER CASE. LETTER SIZE SHALL BE AS W TO TEXT. BELOW TACTILE CHARACTERS. SEE 2010 -_ E `_ y INDICATED, BUT IN NO CASE LESS THAT 5/8" HIGH OR GREATER THAN 2" HIGH. Q ADA STANDARDS FOR E E i� : ;; :::: - I.� E TYPE STYLE SHALL BE HELVETICA MEDIUM, AND COLOR SHALL BE NON GLARE WHITE. Lu BRAILLE N z FINISHED SPECIFICATIONS. FLOOR _ oo "' I f o INS WHERE MORE THAN ONE ROW OF LETTERING IS REQUIRED, THE LEADING (BLAND SPACE) BETWEEN ROWS SHALL BE APPROXIMATELY 80% OF THE 4 HEIGHT OF THE LETTERING. T- GRADE 2 BRAILLE REQUIRED, COLOR TO BE SAME AS SIGN BACKGROUND. INTERNATIONAL PICTOGRAM SYMBOLS, WHERE REQUIRED, SHALL BE NOTE: Y=54 in. (1370 mm.) NOTE: Y=48 in. (1220 mm.) RAISED AT LEAST 1/32" (SIMILAR TO LETTERS), AND SHALL HAVE A If the door has a closer. If the door has a closer. MINIMUM 6" HIGH VERTICAL FIELD. THE EQUIVALENT VERBAL DESCRIPTION (TEXT) OF THE PICTOGRAM SHALL BE PLACED DIRECTLY BELOW THE PICTOGRAM, AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. \ Sheet No. LATCH-SIDE APPROACHES SWINGING-DOORS \ PICTOGRAMS SHALL BE REQUIRED FOR THE FOLLOWING ROOM SIGNS: MEN (MALE ACCESSIBLE RESTROOM) WOMEN (FEMALE ACCESSIBLE RESTROOM) GNm2 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION IV A ❑C 20 OD T U) r 0 N Ss MEANS OF EGRESS (FBC 2010) CLASSROOM 20 SF PER OCCUPANT MAXIMUM EXIT ACCESS TRAVEL DISTANCE B -OCCUPANCY (SPRINKLERED) 250 FEET A, OCCUPANCY CALCULATIONS SPACE / USE CLASSROOM FIRST FLR OCCUPANCY AREA OCCUPANT PER S.F. OCCUPANT LOAD EDUCATION 4,039 --- 1/20 202 ASSEMBLY SECOND FLR EDUCATION 2,800 -- ..�__._ 1/20 ---_..-_ 140 CLASSROOM SECOND FLR EDUCATION 1,239 1/20 62 u-, a 07 TOTAL 8,078 S.F. TOTAL OCCUPANTS 404 PEOPLE TOTAL OCCUPANT LOAD x 0.2 INCHES PER PERSON = INCHES REQUIRED ACTUAL 404 PEOPLE x 0.2 INCHES PER PERSON = 80.8 INCHES REQUIRED EXIT WIDTH PROVIDED 1 FRONT DOOR: 72 INCHES CLEAR WIDTH 1 BACK DOOR: 36 INCHES CLEAR WIDTH TOTAL PROVIDED 108 INCHES CLEAR WIDTH PROVIDED RESTROOM 104 RESTROOM 112 LIFE SAFETY NOTES: 1. EXIT LIGHTS SHALL BE PROVIDED AT ALL DOORS ALONG THE EGRESS PATH. REFER TO ELECTRICAL DRAWINGS 2. EMERGENCY LIGHTING SHALL BE PROVIDED AS REQUIRED BY CODE. REFER TO ELECTRICAL DRAWINGS 3. EACH SINGLE SWINGING DOOR SHALL PROVIDE 33" MIN. CLEAR WHEN THE DOOR OR GATE IS FULLY OPEN AND SHALL HAVE AN EGRESS CAPACITY OF 165 PEOPLE. 4. EACH DOUBLE SWINGING DOOR SHALL PROVIDE 66" MIN. CLEAR WHEN THE DOORS ARE FULLY OPEN AND SHALL HAVE AN EGRESS CAPACITY OF 330 PEOPLE. 5. ALL DOOR HARDWARE SHALL MEET ALL APPLICABLE CODE REQUIREMENTS FOR EGRESS AND HANDICAP ACCESSIBILITY. REFER TO DOOR AND HARDWARE SCHEDULE. 6. ALL RESTROOMS SHALL MEET ALL APPLICABLE CODE REQUIREMENTS. REFER TO ENLARGED RESTROOM PLANS AND DETAILS. 7. REFER TO DIMENSION FLOOR PLAN FOR EXACT DIMENSIONS. 8. ALL SIDEWALKS SHALL HAVE A 5% MAX. SLOPE IN THE DIRECTION OF TRAVEL AND A 2% MAX. CROSS SLOPE. CONTRACTOR SHALL CONFIRM THAT ALL SIDEWALKS MEET THESE REQUIREMENTS. 9. GC SHALL INSTALL A KNOX BOX AT THE MAIN ENTRANCE. GC SHALL COORDINATE THE EXACT LOCATION, MOUNTING HEIGHT, AND TYPE WITH THE LOCAL FIRE OFFICIAL. 10. FIRE EXTINGUISHER SHALL BE (10 LB-4A60BC) TYPE WITH MOUNTING BRACKET OR SEMI RECESSED CABINET. ONE EACH TO BE MOUNTED NEXT TO THE MAIN EXIT DOORS FROM THE BUILDING. MOUNT 48" AFF MAX. PROVIDE BLOCKING IN WALL FOR MOUNTING SUPPORT AS NEEDED. GC TO COORDINATE EXACT TYPE, LOCATION, AND MOUNTING HEIGHT WITH LOCAL FIRE OFFICIAL. RESTROOM 103 2 z w a M EXIT REQUIREMENTS: EXIT REQUIREMENTS REQUIRED PROVIDED MAXIMUM TRAVEL DISTANCE TO EXIT 200 FEET 86'-0" FEET MAXIMUM DEAD-END CORRIDOR LENGTH 20 FEET (N/A) MINIMUM CORRIDOR WIDTH 44 INCHES 80 INCHES MINIMUM CLEAR OPENING OF EXIT DOOR 36 INCHES 36 INCHES CLASSIFICATION OF INTERIOR FINISHES EDUCATION OCCUPANCY: EXIT ENCLOSURES, EXIT PASSAGEWAYS CLASS - B, CORRIDORS - CLASS C, ROOMS AND ENCLOSED SPACES - CLASS C CLASS A = FLAME -SPREAD 0-25, SMOKE DEV. 0-450 CLASS B = FLAME -SPREAD 26-75, SMOKE DEV. 0-450 CLASS C = FLAME -SPREAD 76-200, SMOKE DEV. 0-450 WISHER ET QED zo N FORMER N N PRINCIPALS co OFFICE OD� �07 bo N c C? fV FIRE EXTINGUISHER CABINET 28'- 8 3/4" LIFE SAFETY LEGEND EGRESS LEGEND A OCCUPANT LOAD AT THIS EXIT B REQUIRED EXIT WIDTH C PROVIDED EXIT WIDTH FE FIRE EXTINGUISHER/ 10LB TYPE ABC IN RECESSED CABINET DET4/A700 e LUMINATED EMERGENCY EXIT SIGNAGE I� EMERGENCY LIGHTING kfEMERGENCY EXIT LIGHTING AND SIGNAGE 74'- 0 3/4" 45' L _ 206 CAO FIRST FLOOR LIFE SAFETY PLAN 2 SECOND FLOOR LIFE SAFETY PLAN .2 1/81' = 1'-0" Ao.2 1/811 = 1'-0" — cph www.cphcorp.com A Full Service A&EFirm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas fill. IN cm 0 0 (Y N Q 06 J LL 01LL L .4.1 4r <i z rn r' m u-, a 07 w z w � m co z O D to � Z U O N W U y�j O U z a a D U U O w LU N M 0 *I- Sheet No. A0.2 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Q 0 0 (Y N O 06 J LL L O o Q 07 w z W 0 . (1) U v 22 Q z O D U Q U O- LL Plans PCpg,red By Inc. 500 West Fulton St. Sanford, R. 32771 Ph: 407.322.6841 Ucenses: Eng. C.O.A. No. 3215 Survey LB. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Sheet No. A0.2 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Q 0 L (Y N O 06 J LL T O L L. Q 07 w z W Sheet No. A0.2 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION LU z L a N 06 0 o T Sheet No. A0.2 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION GENERAL NOTES: 1. ALL DIMENSIONS OF EXISTING BUILDING HAVE BEEN TAKEN FROM 13. PATCH ALL CRACKS, FISSURES, AND HOLES IN PLASTER EXISTING DOCUMENTATION ND/OR FIELD MEASUREMENTS. ALL WALLS THROUGHOUT INTERIOR. MATCH EXISTING FINISH. EXISTING DIMENSIONS ARE FROM FINISHED FACE TO FINISHED FACE UNLESS NOTED OTHERWISE ON DRAWINGS. THE CONTRACTOR SHALL 14. REWORK PATCHED CEILING AREAS,SKIM COAT FOR SMOOTH FIELD VERIFY ALL DIMENSIONS PERTAINING TO THE EXISTING TRANSIITION TO ADJACENT SURFACE AND PREP TO RECEIVE CONDITIONS PRIOR TO ORDERING FABRICATING MATERIALS AND PRIOR NEW FINISH. TO START OF CONSTRUCTION. 2. THE CONTRACTOR SHALL KEEP PREMISES FREE FROM ACCUMULATION 15. SCRAPE LOOSE PAINT AND SAND AS NECESSARY ALL WOOD OF WASTE MATERIALS AND DEBRIS. REMOVE FROM SITE DAILY AND PANELING AND WOOD SLAT CEILING THROUGHOUT SPACE. LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND OTHER WHERE CEILING AND PANELING ARE LOOSE RE -ATTACH AND MATERIALS RESULTING FROM DEMOLITION OPERATIONS. TIGHTEN UP JOINTS, WHERE DAMAGED BEYOND REPAIR REPLACE TO MATCH EXISTING. 3_ REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING 16. ALL CONDUIT, PIPING AND OVERHEAD ELEMENTS TO BE EQUIPMENT, AND FIXTURES AS REQUIRED FOR NEW WORK. PAINTED WHITE TO MATCH ADJACENT CEILING. LIGHTING 4. REMOVE ABANDONED HVAC EQUIPMENT, INCLUDING DUCT WORK. FIXTURES TO REMAIN. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. WHERE CONDUIT EXTENDS DOWN 5. REMOVE ABANDONED ELECTRICAL, TELEPHONE AND DATA CABLING WALL PAINT TO MATCH ADJACENT WALL. AND DEVICES UNLESS OTHERWISE NOTED. 6. PROTECT EXISTING TO REMAIN FLOORS, MILLWORK, DOORS, PLUMBING, GLAZING, STAIRS AND WALLS FROM FURTHER DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/REPLACEMENT OF DAMAGED EXISTING TO REMAIN MATERIALS AT NO COST TO THE OWNER. 7. CLEAN TILE FLOORS IN EXISTING RESTROOMS. REGROUT FLOOR TO MATCH EXISTING AS NEEDED. 8. RESTORE ALL EXISTING RESTROOMS TO WORKING ORDER. REPLACE CRACKED/BROKEN FIXTURES AS NECESSARY TO RESTORE USE OF FACILITY. REFER TO PLUMBING DRAWINGS. 9. REFINISH/REPAIR EXISTING SIDING EXCEPT AS INDICATED(SEE ELEVATIONS). REPAIR TRIM BOARDS AT WINDOWS AS NECESSARY WITH WOOD REHABILITATION SYSTEM. REPLACE MISSING TRIM, MATCH EXISTING. NOTE: EXTERIOR TO BE WATER TIGHT AND WEATHERPROOF PRIOR TO COMMENCEMENT OF INTERIOR IMPROVEMENTS. REPAIR SOFFIT AND REPLACE SIDING TRIM BOARDS AS NECESSARY THROUGHTOUT BUILDING EXTERIOR. MATCH EXISTING. 10. INSULATE UNDERSIDE OF FLOOR DECK WITH CLOSED CELL SPRAY FOAM INSULATION THROUGHOUT 11. TUCK POINT AND REPLACE BRICK AT ALL DAMAGED PIERS WITH APPROVED MORTAR MIX. REFER TO STRUCTURAL. 12. ALL EXTERIOR OPENINGS OR WALL PENETRATIIONS EXPOSED TO WEATHER ARE TO BE FLASHED AND FILLED WITH SEALANT TO PREVENT MOISTURE AND AIR INFILTRATION. PROVIDE ALL FLASHING AND COUNTER FLASHING ITEMS AS INDICATED AND AS REQUIRED TO MAKE COMPLETED WORK WATERPROOF. FLASHING SHALL BE BREAK FORMED SHARP LINES AND FITTED TO DETAILS. FLASH ALL EXTERIOR DOORS AND WINDOW OPENINGS WITH MANUFACTURE'S APPROVED METHODS AND MATERIALS WHICH CONFORMS TO STANDARD OF LOCAL AND APPLICABLE CODES. 1 2 74'- 0 3/4" RESTROOM 104 28'- 8 3/4" 1 3 A3.1 A3.1 CA:105) 6105 A D 102 A102 102 STAIR 01 ST101 2 45' - 4" DEMOLITION NOTES: 1. THE FOLLOWING REQUIREMENTS FOR DEMOLITION, CUTTING AND PATCHING APPLY TO ALL WORK WHICH IS ALTERED, WHETHER SUCH WORK IS NEW, EXISTING, RENOVATED OR REPLACED: 2. PRIOR TO DEMOLITION, CUTTING AND PATCHING, THE CONTRACTOR SHALL LOCATE AND DISCONNECT UTILITY SERVICES AND ELECTRICAL / MECHANICAL SYSTEMS, OR TEMPORARILY CAP OFF SUCH SERVICES TO THE AFFECTED AREAS. GIVE NOTICE TO, AND COORDINATE WITH UTILITY COMPANIES. OBTAIN WRITTEN APPROVAL FROM, AND COOPERATE WITH OTHER PARTIES WHO MAY BE AFFECTED BY INTERRUPTION OF SERVICES. 3. CLEARLY MARK THE AREAS AND LIMITS OF DEMOLITION, CUTTING AND PATCHING. IF FEASIBLE, PRE-CUT THE LINE OF SEPARATION BETWEEN AREAS OF DEMOLITION AND AREAS TO BE PRESERVED. UTILIZE DEMOLITION AND CUTTING TECHNIQUES WHICH ARE LEAST LIKELY TO DAMAGE SURROUNDING OR ADJOINING WORK. WHERE FEASIBLE, USE HND TOOLS AND SMALL POWER TOOLS THAT ARE DESIGNED FOR SAWING AND GRINDING, NOT HAMMERING OR CHOPPING. DO NOT USE EXPLOSIVES. 4. STRUCTURAL REQUIREMENTS: DO NOT CUT AND PATCH STRUCTURAL WORK IN A MANNER WHICH WILL REDUCE LOAD - CARRYING CAPACITY OR LOAD -DEFLECTION RATIO. WHERE STRUCTURAL WORK MUST BE CUT, PROVIDE ADEQUATE TEMPORARY SUPPORT (BRACING AND/OR SHORING) TO RESIST VERTICAL, LATERAL AND DYNAMIC LOADS IN THE ENTIRE TRIBUTARY AREA OF THE AFFECTED STRUCTURAL MEMBERS. WHERE REQUIRED, ENGAGE A LICENSED STRUCTURAL ENGINEER TO DESIGN SHORING / BRACING SYSTEMS AND JOINT OR CONNECTION DETAILS. 5. OPERATIONAL AND SAFETY LIMITATIONS: DO NOT CUT AND PATCH OPERATIONAL ELEMENTS OR SAFETY RELATED COMPONENTS IN A MANNER WHICH WILL REDUCE INTENDED PERFORMANCE OR SAFETY FACTOR, OR WHICH WILL RESULT IN INCREASED MAINTENANCE OR REDUCED OPERATIONAL LIFE. 6. VISUAL REQUIREMENTS: DO NOT CUT AND PATCH WORK IN A MANNER WHICH WILL RESULT IN LESSENING OF THE AESTHETIC QUALITIES OF THE BUILDING OR SITE, OR THAT WILL RESULT IN VISUAL EVIDENCE OF CUT AND PATCH WORK. WHERE REQUIRED, EXTEND FINISH MATERIALS OVER ENTIRE UNBROKEN SURFACE AREAS AFFECTED BY CUT AND PATCH WORK. REMOVE AND REPLACE CUT AND PATCH WORK WHICH DOES NOT MEET VISUAL REQUIREMENTS. 7. PROTECTION: PROTECT OTHER WORK DURING CUTTING AND PATCHING OPERATIONS TO PREVENT DAMAGE. PROVIDE PROTECTION OF ALL WORK FROM ADVERSE WEATHER CONDITIONS. WHERE OPENINGS ARE CREATED IN ROOF OR EXTERIOR WALLS, PROVIDE TEMPORARY ENCLOSURE OF SUCH OPENINGS ON A DAILY BASIS, AND WHENEVER ADVERSE WEATHER THREATENS OR EXISTS. 4 D105 -�g 10 A3.1 A106 6106 C106 A107 6107 C107 V-8 N _7� OFFICE �' / 7 °DD107 CLASS ROOM 1016A 10` -.-.-I 14 13 105 CLASS ROOM RESTROOM 101/4" 19 106 4' - 3" 9' - 71/4" 5' - 1 1/2" E107 103.. - - STORAG 5> 19 14 114 1066 \ 107 F -.T=� 101C 101D 103 7 CTI ENTRY 3 P los es 24 VESTIBULE 3 ....- 101E A4.1 STAIR 3 __ 101 T10 2 ST103 STORAGE 108 101G 101F 109 _ 16 25 110 16 25 DN LUNCH ROOM LUNCH ROOM CLASS ROOM 110 14 109 17 111 O , C110 8110 A110 15 I A111 AD 5.1 C111 6111 Q 44, 8 1 2" a _ � / RAMP SIDEWALK DOWN AT 1 1 EXISTING FIRST FLOOR PLAN if E109 D109 LO N 0 0 M Z O 0 - LO KEY NOTES: 0 ti bD N _•l C------I n D V 2 A3.1 C201 A201 A207 Q201 1 A3.1 D201 21 AREAS AS NECESSARY TO LIKE NEW CONDITION. REPAIRIREPLACE HARDWARE. PAINT TO MATCH ADJACENT TRIM. COLOR TO BE DETERMINED. 28'-83/4" 3 A3.1 A202 FORMER PRINCIPALS OFFICE 74'- 0 3/4" MEN'S :ESTROOI 202 AUDITORIUM F201 G201 H2O1 207 201 6 6 o� 0201 N201 206 45'-4" A3.1 1' - 8" 203 7 201 B / AC CLOSET EL 201 C l I L201 K201 J201 A2os WOMEN'S LRESTROOM 206 205 2 EXISTING SECOND FLOOR PLAN A1.0 1/811 = 1'-0" B203 C203 CD 14 CLASS ROOM 203 jjTj2 STAIR 3 - 18 201A S77 K3 �# L_ T203 CLASS ROOM 205 14 E205 D205 8205 C205 co O ao CV LO www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas 1R, m z O z w 0 a z °6 O Z to Ea _o lz h W O G u_ z H O Y W LO �I 0 N 9-2 ti O W to Cq ami .o � ami ll rn 3 3 o 2 z OU Q ci p 5 ii Plans Prepared By CPI, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A No. 3215 Survey LB. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Q F O U_ U_ LLI z W Q W z �J a ^ o Cq �I 06 Sheet No. ■ NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION REPAINT EXISTING METAL RAILING. COLOR TBD. 12 REPLACE WITH EX�TINGD 20 REMOVE OF CEILING TO THE ENT OF LD FE SAFETY COMPLIANT DOOR TO MATCH ATCH CEILING AND FIEA ABATEMENT. NISH TO LIKE NEW O REMOVE DOOR AND STORE FOR REUSE IN BUILD OUT. DOOR IN STYLE AND CONFIGURATION. REFER TO DOOR CONDITION, MATCH ADJACENT FINISH. DEMOLISH WALL BACK TO ADJACENT WALL AND PREP TO SCHEDULE. RECEIVE NEW FINISH. NEW FINISH TO MATCH ADJACNT21 REMOVED DAMAGED/LOOSE PLASTER AT TOP OF WALLS. 13 REMOVE ALL MOLD DAMAGE AT WALL AND CEILING CHIMNEY WALL. RE -PLASTER AND FLOAT TO A SMOOTH COMPLETELY. REMOVE LOOSE PLASTER ADJACENT TO FINISH TO MATCH ADJACENT WALLS. PROVIDE NEW RAMP TO BE DEMOLISHED BY OWNER. CONTRACTOR TO DAMAGED AREA AND REPLACE WITH NEW PLASTER. TRIM AT CEILING. PAINT DEMOLISH FIRE SPRINKLER SYSTEM FROM RAMP AREA SND SMOOTH AND PREP TO RECEIVE NEW PAINT BACK TO POINT OF ORIGIN. FINISH. VERIFY CONDITION AT WINDOW AND AT 22 NEW AMERIGLIDE RAVE STAIR LIFT, STAIR MOUNTED, WAINSCOTING FOR EXTENT OF DAMAGE. WHERE MOLD 350LB CAPACITY WITH SWIVEL AT TOP LANDING. INSTALL ® DEMOLISH DOOR AND DOOR HARDWARE. EXISTING WOOD IS PRESENT REMOVE TRIM AND WAINSCOT AT ALL PER MANUFACTURERS INSTRUCTIONS. FRAMING TO REMAIN. REPAIR/PATCH FRAME AND TRIM AFFECTED AREAS. PROVIDE SINGLE LAYER 1/2" GYP WITH WOOD RESTORATION SYSTEM, REFER TO BOARD ON 3 5/8" METAL STUD AC UNIT DUCT CHASE. REMOVE DAMAGED HAND RAIL. PATCH/REPAIR WOOD SPECIFICATIONS. VERFIY CONDITION OF DOOR HINGE OPENING SIZE AS NOTED ON PLAN. MATCH EXISTING 23 PANELING AT DEMO SCARS AND PREP TO RECEIVE NEW HARDWARE FOR POSSIBLE REUSE AT REPLACEMENT WAINSCOT. FINISH. DOORS. 14 TACK DOWNTIGHTEN UP PANELING WHERE 24 VE PET. PROVIDE NEW WOOD FLOOR TO 0 REMOVE BROKEN STAIR TREAD AND REPLACE WITH NEW BOWING OCCUR S. REPLACE PANELING AS NEEDED DUE MATCOH EXIST NG WHERE BOARDS ARE MISSING OR TREAD TO MATCH EXISTING. TO SEVERE WARP, BOWING OR MISSING SLATS. CLEAN SEVERELY DAMAGED. FILL SMALL HOLES AND SMALL AND PREP ALL SURFACES AT WALLS AND CEILINGS TO CRACKS, SAND FLOOR AND PREP TO RECEIVE NEW © REMOVE DAMAGED FLOORING FROM AREA SHOWN. VERIFY RECEIVE NEW PAINT FINISH. WOOD STAIN TO MATCH EXISTING. STRUCTURE BELOW AND REPLACE AS NECESSARY TO REPAIR AND PREP EXISTING ENTRY DOOR AND DOOR RECEIVE NEW FLOORING TO MATCH EXISTING. REFER TO TRIM TO RECEIVE NEW PAINT. REPLACE WOOD AS 25 REMOVE MIRROR AT CHALKBOARD. FILL HOLES AND STRUCTURAL. NECESSARY TO ACHIEVE LIKE NEW CONDITION. CLEAN PREP TO RECEIVE NEW PAINT FINISH TO MATCH GLAZING AND REMOVE EXCESS PAINT AND RESEAL. ADJACENT PANELING. WHERE PANELING IS SEVERLY O REPAIR WATER DAMAGE TO WOOD PANELED WALLS, DAMAGED REMOVE SECTION AND INSTALL NEW TO CEILING, PLASTER WALLS AND CEILINGS, WAINSCOTING 15 REMOVED DAMAGED PLASTER ADJACENT TO CHIMNEY, MATCH EXISTING. AND MOLD DAMAGED AREAS PER AEROSTAR REPORT TOP OF WALL,UNDER WINDOWS AND AT CEILING. RE - RECOMMENDATION AND CONCLUSIONS. REFER TO PLASTER AND FLOAT TO A SMOOTH FINISH TO MATCH 26 NEW HIGH LOW DRINKING FOUNTAIN. SEE PLUMBING. SPECIFICATIONS. ADJACENT WALLS. PROVIDE NEW TRIM AT CEILING. PAINT ® REPLACE EXISTING GLAZING TO MATCH EXISTING. 16 WHERE PANELING IS DAMAGED PROVIDE NEW gO REMO OLD DEC ING AND EPLACE ITH NEW OOD TO PANELING TO MATCH EXISTING. DAMAGED AREA TO BE 11 MATCH BUILDING ENTRY. RESTORE/REPLACE MISSING STAIR RAILING PICKETS AND FRAMING TO LIKE NEW REMOVED FROM BASE TO RAIL FOR SEAMLESS APPEARANCE. WHERE PANELING IS SCRATCHED OR CONDIT N. PAINTA. REFER O FINISH CHEDUL LIGHTLY GOUGED SND SMOOTH AND PREP FOR PAINT FINISH. 10 ADD BRICK WHERE MISSING OR DAMAGED BEYOND REPAIR. TUCK POINT CHIMNEY AS NECESSARY TO RESTORE 17 REMOVE PLUMBING PIPES BACK TO POINT OF ORIGIN. ENCLOSURE. BRICK AND MORTOR SHALL MATCH EXISTING PROVIDE NEW PANELING FLOOR TO RAIL FOR IN COLOR AND SIZE. SEAMLESS APPEARANCE. 11 REPLACE EXISTING TOP RAIL. RESTORE/REPLACE BROKEN 18 REPLACE DAMAGED HANDRAIL BALUSTER, PAINT TO OR MISSING PICKETS TO LIKE NEW CONDITION. PAINT MATCH EXISTING. WOOD AND INTERMEDIATE METAL RAILING. REFER TO FINISH PLN. <19> EXISTING MILLWORK TO REMAIN. REPAIR DAMAGED 0 ti bD N _•l C------I n D V 2 A3.1 C201 A201 A207 Q201 1 A3.1 D201 21 AREAS AS NECESSARY TO LIKE NEW CONDITION. REPAIRIREPLACE HARDWARE. PAINT TO MATCH ADJACENT TRIM. COLOR TO BE DETERMINED. 28'-83/4" 3 A3.1 A202 FORMER PRINCIPALS OFFICE 74'- 0 3/4" MEN'S :ESTROOI 202 AUDITORIUM F201 G201 H2O1 207 201 6 6 o� 0201 N201 206 45'-4" A3.1 1' - 8" 203 7 201 B / AC CLOSET EL 201 C l I L201 K201 J201 A2os WOMEN'S LRESTROOM 206 205 2 EXISTING SECOND FLOOR PLAN A1.0 1/811 = 1'-0" B203 C203 CD 14 CLASS ROOM 203 jjTj2 STAIR 3 - 18 201A S77 K3 �# L_ T203 CLASS ROOM 205 14 E205 D205 8205 C205 co O ao CV LO www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas 1R, m z O z w 0 a z °6 O Z to Ea _o lz h W O G u_ z H O Y W LO �I 0 N 9-2 ti O W to Cq ami .o � ami ll rn 3 3 o 2 z OU Q ci p 5 ii Plans Prepared By CPI, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A No. 3215 Survey LB. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Q F O U_ U_ LLI z W Q W z �J a ^ o Cq �I 06 Sheet No. ■ NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION m z O z w 0 a z °6 O Z to Ea _o lz h W O G u_ z H O Y W LO �I 0 N 9-2 ti O W to Cq ami .o � ami ll rn 3 3 o 2 z OU Q ci p 5 ii Plans Prepared By CPI, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A No. 3215 Survey LB. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Q F O U_ U_ LLI z W Q W z �J a ^ o Cq �I 06 Sheet No. ■ NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION A2.1 2 IMAGE 1 IMAGE 2 A2.2 20 C3) \ ,� 4 GENERAL NOTES: 1. TACK DOWN AND/OR REPAIR LOOSE BOARDS AT EAVE, TYPICAL. FILL HOLES, SEAL, SAND AND PREP AS NECESSARY TO RECEIVE NEW FINISH. @pbt www.cphcorp.com 2. REFER TO SHEET GN.1 AND A1.0 FOR ADDITIONAL NOTES. A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas KEY NOTES: 1 REPAIR/REPLACE LOOSE BOARDS AT EAVE_ SEAL AND PREP TO RECEIVE NEW PAINT FINISH. COLOR TBD_ NEW EAVE VENTS. AREA OF ATTIC VENTILATION 4,039 S.F. REQUIRED SOFFIT VENTILATIONS 6.75 S.F., 8" X 16" VENTS = 65 SQUARE INCHES / MINIMUM 15 VENTS REQUIRED. EXISTING GABLE VENT(SEE ELEVATIONS) HAS 23.75 NET FREE AREA WHICH EXCEEDS 6.75 REQUIRED. 00 Q 111110-41 4 D 0 0 • 1 00 Q 111110-41 4 D 0 0 0 0 LL 0 0 LL z U) w Z) z w Q w z Q 2 REFLECTED CEILING PLAN 2ND FLOOR A1.1 pis° _ iv -o° Sheet No. Al 1 ■ NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION ��Y> �, 0 z .cn0 t� (D U CL ¢ U) C = u - Plans Pared By CPreF� Inc. 500 West Fulton St. Sanford, FI. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A No. 3215 Survey LB. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 0 0 LL 0 0 LL z U) w Z) z w Q w z Q 2 REFLECTED CEILING PLAN 2ND FLOOR A1.1 pis° _ iv -o° Sheet No. Al 1 ■ NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION IMAGE 5 0 0 N U7 00 rh Roof_ 4'-4" i 2ND FLOOR 14 13'_p° ? 1 STFLOOR O�il ��� GRADE LEVEL - _ 41' --- EXISTING WEST ELEVATION 1/8" = 1'-0" IMAGE 7 EXISTING ROOFING TO REMAIN -=--- <'2> GENERAL NOTES: 1. ALL PHOTOGRAPHIC IMAGES SHOWN ARE A SAMPLING OF HISTORIC PROJECT FOR CLARIFICATION OF DAMAGE. THESE IMAGES DO NOT PORTRAY TOTAL AMOUNT OF WORK TO BE COMPLETED ON PROJECT. KEY NOTES: OREMOVE/REPLACE LOUVER_ NEW LOUVER TO BE CEDAR VENT WITH INTEGRAL RAIN STOP, MATCH EXISTING HEIGHT AND WIDTH. PAINT WITH APPROVED HISTORIC PRESERVATION BOARD COLOR AND EPA LEAD SAFE PRACTICES. COLOR TBD. REMOVE SIDING, TRIM AND BASE BOARD FROM 2ND FLOOR 2 > DOWN AND AS SHOWN IN ELEVATION_ REPLACE WITH NEW SIDING OVER TYVEK WEATHER PROOF SHEETING. SCRAPE LOOSE PAINT AND HAND SAND AS NECESSARY ALL REMAINING CLAP BOARD SIDING ABOVE 2ND FLOOR. RE -ATTACH AND TIGHTEN UP JOINTS OF LOOSE SIDING, WHERE DAMAGED BEYOND REPAIR REPLACE WITH IN KIND MATERIAL, PROFILE, TEXTURE AND SIZE OF EXISTING 16', 5 3/8" X 3/4" CYPRESS GERMAN COVE LAP SIDING PRIME SURFACES AND PAINT www.cphcorp.com A Full Service A&EFirm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas WITH 2 COATS APPROVED HISTORIC PRESERVATION BOARD COLOR AND EPA LEAD SAFE PRACTICES. COLOR TBD. REF,,,, 4Q TO SPECIFICATIONS - NEW tli O NEW CONCRETE RAMP. O ADD BRICK WHERE MISSING OR DAMAGED BEYOND REPA , TUCK POINT CHIMNEY AS NECESSARY TO RESTORE ;,L.': _4 1� ENCLOSURE. BRICK AND MORTAR SHALL MATCH EXISTIN a' COLOR AND SIZE. 4) REMOVE ALL LATTICE WORK FROM BUILDING CRAWL SPACE. 1S' w* PROVIDE NEW SCREENS OF HEAVY DUTY EXTRUDED ALUMINUM FRAME IN DARK BRONZE FINISH WITH SUPER DUTY SCREEN MATERIAL THAT BLOCKS VISION AND PROTECTS FROM ANIMAL INTRUSION, MUST ALLOW AIR FLOW BELOW m BUILDING. 5 EXISTING WINDOWS TO REMAIN. SEE WINDOW SCHEDULE A6.1 FOR WORK TO BE COMPLETED_ 3 EXISTING SOUTH ELEVATION A2.1 1/8" = 1'-0" IMAGE 1 IMAGE 2 IMAGE 3 --- EXISTING ROOF TO REMAIN NEW CONCRETE IMAGE 4 ©ALL WINDOWS THIS ELEVATION TO BE NEW WOOD WINDOWS. REFER TO SPECIFICATIONS. LEGEND: LOCATION OF NEW SIDING 1 LOUVER DETAIL A2.1 1 1 /2" = 1'-0"0 1 PREFINISHED ALUMINUM FLASHING CLAP BOARD SIDING LOUVER BY LARSON SHUTTER COMPANY OR EQUAL_ CEDAR BOX FRAME WITH INTEGRAL RAINSTOP RAIN STOP LOUVER - FIBERGLASS SCREEN BACKING WOOD SILL TO MATCH BUILDI WINDOW SILL, 10° SLOPE MIN - DRIP SILL w 0 Z Z 0w I= 0 v)a_ o O0 U .5 y W J � H w 0 0 W LO g o Plans Prepared By CPK Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Q O LL. O LL z Q U) W z w W _z tl r Q Sheet No. A2.1 M SO w ¢ m Q z TZo NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION a 0 Z U L N A -0 Plans Prepared By CPK Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Q O LL. O LL z Q U) W z w W _z tl r Q Sheet No. A2.1 M SO w ¢ m Q z TZo NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Q N cD 0 N 00 MAGE1 2 NEW CONCRETE RAMP. A0.1 BURM UP GRADE TO LANDING 1 EXISTING EAST ELEVATION A2.2 1/811 = 1'-0" IMAGE 1 EXISTING ROOFING TO REMAIN 6 A3.1 77- EXISTING STAIRS TO REMAIN. DEMOLISH EXISTING DECKING AND PROVIDE NEW LEDGER BOARDS, JOISTS AND WOOD FLOORING TO MATCH EXISTING BUILDING ENTRY PORCH FLOORING. VERIFY CONDITION OF FOOTERS AND REPAIR TO LIKE NEW CONDITION J IMAGE 2 1ST FLOOR 0'-0" (4 -->GRADE LEVEL 4 EXISTING NORTH ELEVATION A2.2 1/8" = 1'-0" IMAGE 3 IMAGE 4 IMAGE 5 TO REMAIN Roof 24'- 4" 2ND FLOOR 1 -011 1 -ST FLOOR �6 0'-0" GRADE LEVEL -3'-4" GENERAL NOTES: 1. ALL PHOTOGRAPHIC IMAGES SHOWN ARE A SAMPLING OF HISTORIC PROJECT FOR CLARIFICATION OF DAMAGE. THESE IMAGES DO NOT PORTRAY TOTAL AMOUNT OF WORK TO BE COMPLETED ON PROJECT. KEY NOTES: 9p#B www.cphcorp.com A Full Service A&EFirm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors REMOVE/REPLACE LOUVER. NEW LOUVER TO BE CEDAR VENT Traffic / WITH INTEGRAL RAIN STOP, MATCH EXISTING HEIGHT AND Transportation WIDTH. PAINT WITH APPROVED HISTORIC PRESERVATION z BOARD COLOR AND EPA LEAD SAFE PRACTICES. COLOR TBD. Offices in: REMOVE SIDING, TRIM AND BASE BOARD FROM 2ND FLOOR • Florida 2 DOWN AND AS SHOWN IN ELEVATION. REPLACE WITH NEW • Puerto Rico SIDING OVER TYVEK WEATHER PROOF SHEETING. SCRAPE w LOOSE PAINT AND HAND SAND AS NECESSARY ALL REMAINING . Connecticut CLAP BOARD SIDING ABOVE 2ND FLOOR. RE -ATTACH AND • Maryland TIGHTEN UP JOINTS OF LOOSE SIDING, WHERE DAMAGED Q < BEYOND REPAIR REPLACE WITH IN KIND MATERIAL PROFILE • Texas LEGEND: LOCATION OF NEW SIDING M TEXTURE AND SIZE OF EXISTING 16', 5 3/8" X 3/4" CYPRESS O N D z GERMAN COVE LAP SIDING. PRIME SURFACES AND PAINT O R W WITH 2 COATS APPROVED HISTORIC PRESERVATION BOARD w COLOR AND EPA LEAD SAFE PRACTICES. COLOR TBD. REFER Q < TO SPECIFICATIONS. O ADD BRICK WHERE MISSING OR DAMAGED BEYOND REPAIR. co ��ai> m C) TUCK POINT CHIMNEY AS NECESSARY TO RESTORE r Q ENCLOSURE. BRICK AND MORTAR SHALL MATCH EXISTING IN Q ` Q COLOR AND SIZE." 3 'K 6' w = REMOVE ALL LATTICE WORK FROM BUILDING CRAWL SPACE.,. /. rr_ O PROVIDE NEW SCREENS OF HEAVY DUTY EXTRUDED Or ALUMINUM FRAME IN DARK BRONZE FINISH WITH SUPER DUTY SCREEN MATERIAL THAT BLOCKS VISION AND PROTECTS FROM ANIMAL INTRUSION, MUST ALLOW AIR FLOW BELOW BUILDING. m O EXISTING WINDOWS TO REMAIN. SEE WINDOW SCHEDULE A6.1 to FOR WORK TO BE COMPLETED. z r— N �y 0 C6 ALL WINDOWS THIS ELEVATION TO BE NEW WOOD WINDOWS. V z REFER TO SPECIFICATIONS. LEGEND: LOCATION OF NEW SIDING M 061 O LL O N D z O R W Q w C) m v s O to O Z r— N �y Q O V Q N N -0 Q1> ai Z cn D N Q ,.., .0 N U Q U) u - Plans Pre ared By CPI Inc. 500 West Fulton St. Sanford, FI. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 061 O F LL Q D z O F w Q D z w R W Q w Sheet No. A2.2 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION z a C) 0 R W Sheet No. A2.2 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Q LOOSE FILL CELLULOSE INSULATION, R VALUE 25 MINIMUM Roof _ v 24'-4" 2ND FLOOR 13'-0" 1 ST FLOOR - GRADE LEVEL v -3'-4" 4TYP. AT PERIMETER ONLY 1 1 A3.1 LOOSE FILL CELLULOSE INSULATION, R VALUE 25 MINIMUM REPAIR/REPLACE SIDING AS REQUIRED. SEE ELEVATIONS -- S"t"ORA 102 REPAIR JOIST AND BEAMS PER STRUCTURAL 3 A3.1 AUDITORIUM 201 i CUSS ROOM 1 i 2 A3.1 2 FORMER JDITORIUM 201 ENTRY VESTIBULE 101 C SS .00M � J F - REMOVE EXISTING REPAIR FOOTING PER HANDRAIL STRUCTURAL. PROVIDE 26 GA GALVANIZED TERMITE - CHAIR LIFT. REFER SHEILD AND TREAT SOIL WITH TO PLANS TERMITECIDE (3) ro _ Roof 24'- REPAIR 4'-REPAIR MOLD AND CUSStO WATER DAMAGE AS ') i ' REQUIRED AT INTERIOR WALLS, PANELING AND 20 CEILINGS 2ND FLOOR REPAIR MC WATER DA REQUIRED WALLS, PA CEILINGS REPAIR/RE SIDING AS SEE ELEVA REPAIR FC STRUCTUF GA GALVAI SHEILD AN TERMITECI _ 1ST FLOOR 0'-0" GRADE LEVE -31-4" 5 A3.1 Np AT PERIMETER ONLY — REPAIR FOOTING PER STRUCTURAL. PROVIDE 26 GA GALVANIZED TERMITE SHEILD AND TREAT SOIL WITH TERMITECIDE SE FILL CELLULOSE ILATION, R VALUE 25 MUM Roof 4'-4" C 1 E .00R =VEL 3'-4" TYP. AT PERIMETER ONLY LOOSE FILL CELLULOSE INSULATION, R VALUE 25 MINIMUM r 2RAoof 1- 411 REPAIR MOLD AND WATER DAMAGE AS REQUIRED AT INTERIOR WALLS, PANELING AND CEILINGS 2ND FLOOR _ 13'- 2 A3.1 CONCRETE PIER, SEE -- REPAIR MOLD AND WATER DAMAGE AS REQUIRED AT INTERIOR WALLS, PANELING AND ��— 12" LONG CLIP ANGLE 6"X 4" RESTROOM CEILINGS 112 LONG LAG SCREW. REPAIR/REPLACE SIDING AS REQUIRED. SEE ELEVATIONS - REMOVE EXISTING REPAIR FOOTING PER HANDRAIL STRUCTURAL. PROVIDE 26 GA GALVANIZED TERMITE - CHAIR LIFT. REFER SHEILD AND TREAT SOIL WITH TO PLANS TERMITECIDE (3) ro _ Roof 24'- REPAIR 4'-REPAIR MOLD AND CUSStO WATER DAMAGE AS ') i ' REQUIRED AT INTERIOR WALLS, PANELING AND 20 CEILINGS 2ND FLOOR REPAIR MC WATER DA REQUIRED WALLS, PA CEILINGS REPAIR/RE SIDING AS SEE ELEVA REPAIR FC STRUCTUF GA GALVAI SHEILD AN TERMITECI _ 1ST FLOOR 0'-0" GRADE LEVE -31-4" 5 A3.1 Np AT PERIMETER ONLY — REPAIR FOOTING PER STRUCTURAL. PROVIDE 26 GA GALVANIZED TERMITE SHEILD AND TREAT SOIL WITH TERMITECIDE SE FILL CELLULOSE ILATION, R VALUE 25 MUM Roof 4'-4" C 1 E .00R =VEL 3'-4" TYP. AT PERIMETER ONLY LOOSE FILL CELLULOSE INSULATION, R VALUE 25 MINIMUM r 2RAoof 1- 411 REPAIR MOLD AND WATER DAMAGE AS REQUIRED AT INTERIOR WALLS, PANELING AND CEILINGS 2ND FLOOR _ 13'- 2 A3.1 5 BRICK PIER DETAIL A3.1 1 1/2" = 1'-0" CLAP BOARD SIDING PITCHED WOOD TRIM AND WOOD BASE BOARD 1 ST FLOOR 0'- 0" REPAIR/REPLACE SIDING AS REQUIRED. SEE ELEVATIONS REPLACE FOOTINGS AT PERIMETER, SEE REPAIR JOIST STRUCTURAL. PROVIDE 26 AND BEAMS PER GA GALVANIZED TERMITE STRUCTURAL SHEILD AND TREAT SOIL WITkl TERMITECIDE 16 GA TERMITE SHIELD 3 SIDES - FLASHING ADHERED TO " STRUCTURE. EXTEND 4" `t BEHIND BASE TRIM 7 A3.1 o EQ,, <3" "E0 'ZU PIER SIDE ELEVATION VIEW 3" 6" 3" I GALVANIZED METAL BRICK TIES 7 BRICK PIER CONNECTION DETAIL A3.1 A3.1 1 1 /2" = 1'-0" — CONTINUOUS BASE FLASHING ADHERED TO STRUCTURAL PIER. PROVIDE WEEP HOLES, 16" O.C. GRADE -3' - 2" ,--jk NEW PIER, SEE TO STRUCTURAL 6 BRICK PIER PLAN SECTION_ DETAIL R11 FOOTING, SEE A3.1 1 1/2 1-0 STRUCTURAL WOOD GIRDER 12" LONG CLIP ANGLE 6" X 4" X 1/4" 6" X 4"X 1/4" STEEL ANGLE CONCRETE PIER, SEE STRUCTURAL RELOCATED BRICK AT NEW PIERS, SEE STRUCTURAL CONCRETE PIER, SEE STRUCTURAL ��— 12" LONG CLIP ANGLE 6"X 4" X 1/4" SECURE TO EXT.WOOD GIRDER W/ 2 - 5/8" DIA. X 4" LONG LAG SCREW. ANCHOR TO PIER W/ 2 - 5/8" X 6" CONCRETE EMBED ANCHORS. r MWR11111111 N Oro v � -- w 0 LU L 7 a 0 w O 0 a Q ° .4 4 -. 4- 4' 4 -� - - ,a4 0 Uj w a` a , '- ° • O N d .e ° ® a-= a 5 BRICK PIER DETAIL A3.1 1 1/2" = 1'-0" CLAP BOARD SIDING PITCHED WOOD TRIM AND WOOD BASE BOARD 1 ST FLOOR 0'- 0" REPAIR/REPLACE SIDING AS REQUIRED. SEE ELEVATIONS REPLACE FOOTINGS AT PERIMETER, SEE REPAIR JOIST STRUCTURAL. PROVIDE 26 AND BEAMS PER GA GALVANIZED TERMITE STRUCTURAL SHEILD AND TREAT SOIL WITkl TERMITECIDE 16 GA TERMITE SHIELD 3 SIDES - FLASHING ADHERED TO " STRUCTURE. EXTEND 4" `t BEHIND BASE TRIM 7 A3.1 o EQ,, <3" "E0 'ZU PIER SIDE ELEVATION VIEW 3" 6" 3" I GALVANIZED METAL BRICK TIES 7 BRICK PIER CONNECTION DETAIL A3.1 A3.1 1 1 /2" = 1'-0" — CONTINUOUS BASE FLASHING ADHERED TO STRUCTURAL PIER. PROVIDE WEEP HOLES, 16" O.C. GRADE -3' - 2" ,--jk NEW PIER, SEE TO STRUCTURAL 6 BRICK PIER PLAN SECTION_ DETAIL R11 FOOTING, SEE A3.1 1 1/2 1-0 STRUCTURAL WOOD GIRDER 12" LONG CLIP ANGLE 6" X 4" X 1/4" 6" X 4"X 1/4" STEEL ANGLE CONCRETE PIER, SEE STRUCTURAL RELOCATED BRICK AT NEW PIERS, SEE STRUCTURAL ''— PEST RESISTANT SCREEN BELOW 6" X 4" X 114" STEEL ANGLE EXTEND 4" PAST EDGE OF FOUNDATION PIER. SECURE W/ 3 - 5/8"X 6" ANCHOR EMBEDS RELOCATED BRICK AT NEW PIERS, SEE STRUCTURAL CONCRETE PIER, SEE STRUCTURAL SUPER DUTY PEST RESISTANT SCREEN tjMR www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas CONCRETE PIER, SEE STRUCTURAL ��— 12" LONG CLIP ANGLE 6"X 4" X 1/4" SECURE TO EXT.WOOD GIRDER W/ 2 - 5/8" DIA. X 4" LONG LAG SCREW. ANCHOR TO PIER W/ 2 - 5/8" X 6" CONCRETE EMBED ANCHORS. ''— PEST RESISTANT SCREEN BELOW 6" X 4" X 114" STEEL ANGLE EXTEND 4" PAST EDGE OF FOUNDATION PIER. SECURE W/ 3 - 5/8"X 6" ANCHOR EMBEDS RELOCATED BRICK AT NEW PIERS, SEE STRUCTURAL CONCRETE PIER, SEE STRUCTURAL SUPER DUTY PEST RESISTANT SCREEN tjMR www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas IN HEAVY DUTY U� ALUMINUM SNAP IN � FRAME SEALANT BOTH SIDES RELOCATED BRICK AT NEW PIERS, SEE STRUCTURAL 4 a CRAWL SPACE SIDE °' 3" TO 4" d T 4 • d EXTERIOR SIDE zh 8 SCREEN DETAIL A a A3,1 3" = 1'-0" THE SC -AEE OF CONCRETE PIER, SEE STRUCTURAL B ALUMINUM ANGLE, INSTALL AT JAMBS AND HEAD. FLOAT ABOVE GRADE 1" SUPER DUTY PEST Sheet No. RESISTANT SCREEN IN HEAVY DUTY BRONZE ANODIZED ALUMINUM FRAME A301 E PLANS HAVE CHANGED DUE TO REPRODUCTION O r MWR11111111 N Oro v IN HEAVY DUTY U� ALUMINUM SNAP IN � FRAME SEALANT BOTH SIDES RELOCATED BRICK AT NEW PIERS, SEE STRUCTURAL 4 a CRAWL SPACE SIDE °' 3" TO 4" d T 4 • d EXTERIOR SIDE zh 8 SCREEN DETAIL A a A3,1 3" = 1'-0" THE SC -AEE OF CONCRETE PIER, SEE STRUCTURAL B ALUMINUM ANGLE, INSTALL AT JAMBS AND HEAD. FLOAT ABOVE GRADE 1" SUPER DUTY PEST Sheet No. RESISTANT SCREEN IN HEAVY DUTY BRONZE ANODIZED ALUMINUM FRAME A301 E PLANS HAVE CHANGED DUE TO REPRODUCTION O r N Oro v � w 0 LU a 0 w O 0 Q 0 Uj w O N Q a E, �.-./. c 2 3 o 2 qi o Z m a D D U Q -O, Plans Prepared By CPI , Inc. 500 West Fulton St. Sanford, FI. 32771 Ph: 407.322.6841 Licenses: Eng. C.OJL No. 3215 Survey LB. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 IN HEAVY DUTY U� ALUMINUM SNAP IN � FRAME SEALANT BOTH SIDES RELOCATED BRICK AT NEW PIERS, SEE STRUCTURAL 4 a CRAWL SPACE SIDE °' 3" TO 4" d T 4 • d EXTERIOR SIDE zh 8 SCREEN DETAIL A a A3,1 3" = 1'-0" THE SC -AEE OF CONCRETE PIER, SEE STRUCTURAL B ALUMINUM ANGLE, INSTALL AT JAMBS AND HEAD. FLOAT ABOVE GRADE 1" SUPER DUTY PEST Sheet No. RESISTANT SCREEN IN HEAVY DUTY BRONZE ANODIZED ALUMINUM FRAME A301 E PLANS HAVE CHANGED DUE TO REPRODUCTION F— I AMERIGLIDE RAVE CHAIR LIFT AMER LIFT. ro 30X 48" CLEAR FLOOR SPACE ENLARGED STAIR 01 CHAIR LIFT PLAN 1/2'1 = 1'-0" 30X 48" CLEAR FLOOR SPACE CHAIR LIFT ELEVATION 1/2" = 1'-0" 3 ENLARGED ADA RESTROOM PLAN A4.1 1/2" = 1'-0" C-52) RESTROOM_ ELEVATION EAST A4.1 1/2" = V-0 to ,,- GYP BOARD CEILING WOOD BASE BOARD TO MATCH EXISTING PROFILE. PAINT WITH EPDXY PAINT, COLOR TBD. RESTROOM ACCESSORIES AND NOTES 18" X 30" MIRROR W/ SAFETY EDGE 1 OR CHROME CHANNEL EQUIV. TO BOBRICK #6-293-1830 j� LIQUID SOAP DISPENSER EQUIV. TO BOBRICK #64112 I I INSULATE HOT, COLD AND DRAIN PIPE W/ "TRAP WRAP" KIT #C500R (OR EQUAL) (w ALL WALL -HUNG LAVS SHALL u UTILIZE MFR'S WALL CARRIAGES WALL MOUNTED PAPER TOWEL 5 DISPENSER EQUIV. TO BOBRICK #6- 3944-52 FOR 600 C -FOLD TOWELS j TOILET PAPER DISPENSER EQUIV. u TO BOBRICK B-69997 1-1/2" DIA. GRAB BAR EQUIV. TO BOBRICK #13-6806 x 36 1-1/2" DIA. GRAB BAR EQUIV. TO BOBRICK #B-6806 x 42 1.25 THK; SOLID SURFACE COUNTER TOP. SOAPSTONE OR EQUAL; 6' MEN'S & 8' WOMEN'S NOTES: ALL SEMI -RECESSED FIXTURES AND GRAB BARS SHALL BE REINFORCED WITH CONCEALED SOLID BLOCKING. REFER TO GN.2 FOR ADA MOUNTING HEIGHTS FOR FIXTURES AND ACCESSORIES c a 0 zC 4 RESTROOM ELEVATION -NORTH A4.1 1/211 = 1'-0" GYP BOARD CEILING WOOD BASE BOARD TO MATCH EXISTING PROFILE. PAINT WITH EPDXY PAINT COLOR TBD. u-• 0 www.cphcorp.com A Full Service A & E Firm 0 4 Engineers i o N Landscape Architects M/E/P Planners O 0 Surveyors Traffic / Q Offices in: • Florida • Puerto Rico • Connecticut a • Texas 10� ux� Q O o O m • �y Or � = o C-52) RESTROOM_ ELEVATION EAST A4.1 1/2" = V-0 to ,,- GYP BOARD CEILING WOOD BASE BOARD TO MATCH EXISTING PROFILE. PAINT WITH EPDXY PAINT, COLOR TBD. RESTROOM ACCESSORIES AND NOTES 18" X 30" MIRROR W/ SAFETY EDGE 1 OR CHROME CHANNEL EQUIV. TO BOBRICK #6-293-1830 j� LIQUID SOAP DISPENSER EQUIV. TO BOBRICK #64112 I I INSULATE HOT, COLD AND DRAIN PIPE W/ "TRAP WRAP" KIT #C500R (OR EQUAL) (w ALL WALL -HUNG LAVS SHALL u UTILIZE MFR'S WALL CARRIAGES WALL MOUNTED PAPER TOWEL 5 DISPENSER EQUIV. TO BOBRICK #6- 3944-52 FOR 600 C -FOLD TOWELS j TOILET PAPER DISPENSER EQUIV. u TO BOBRICK B-69997 1-1/2" DIA. GRAB BAR EQUIV. TO BOBRICK #13-6806 x 36 1-1/2" DIA. GRAB BAR EQUIV. TO BOBRICK #B-6806 x 42 1.25 THK; SOLID SURFACE COUNTER TOP. SOAPSTONE OR EQUAL; 6' MEN'S & 8' WOMEN'S NOTES: ALL SEMI -RECESSED FIXTURES AND GRAB BARS SHALL BE REINFORCED WITH CONCEALED SOLID BLOCKING. REFER TO GN.2 FOR ADA MOUNTING HEIGHTS FOR FIXTURES AND ACCESSORIES c a 0 zC 4 RESTROOM ELEVATION -NORTH A4.1 1/211 = 1'-0" GYP BOARD CEILING WOOD BASE BOARD TO MATCH EXISTING PROFILE. PAINT WITH EPDXY PAINT COLOR TBD. u-• 0 6 RESTROOM ELEVATION SOUTH 7 RESTROOM ELEVATION WEST A4.1 1/2" = 1'-0" REMOVE CHALKBOARD AND WAINSCOT. REFINISH WALL TO MATCH EXISTING. PREP TO RECEIVE NEW EPDXY PAINT EXISTING BASE BOARD TO REMAIN. REPAIR/PATCH AND PREP TO RECEIVE NEV EPDXY PAINT. ' BOARD CEILING DD BASE BOARD TO 'CH EXISTING PROFILE. 4T WITH EPDXY PAINT, .OR TBD. Emil www.cphcorp.com A Full Service A & E Firm 0 4 Engineers i o N Landscape Architects M/E/P Planners Structural 6 RESTROOM ELEVATION SOUTH 7 RESTROOM ELEVATION WEST A4.1 1/2" = 1'-0" REMOVE CHALKBOARD AND WAINSCOT. REFINISH WALL TO MATCH EXISTING. PREP TO RECEIVE NEW EPDXY PAINT EXISTING BASE BOARD TO REMAIN. REPAIR/PATCH AND PREP TO RECEIVE NEV EPDXY PAINT. ' BOARD CEILING DD BASE BOARD TO 'CH EXISTING PROFILE. 4T WITH EPDXY PAINT, .OR TBD. Emil www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas 10� ux� Q O o O m • �y Or � = o m 0 y a W O Q O � LLI U O toQ .0 rn Y 2 ui Z ai 0 to U � CL Q co°? ca 0 ILL Plans Prepared By CPK Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. CAA No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Q F 0 0 J LL 0 LL z Q LLI Z W Q W Z a T- 0 O T Sheet No. A4m 1 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION a co v co L0 N N _ic NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION a WINDOW SCHEDULE MARK TYPE ROOM NUMBER ROOM NAME WIDTH HEIGHT SILL HEIGHT OPERATIO N KEYED NOTES Al 02 1 102 STORAGE 21-1111 2'- 6" 61-911 FIXED SEE NOTE 1 Al 04 1 104 RESTROOM 21-1111 2#-6" 6'- 9" FIXED SEE NOTE 1 A105 2 105 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2'- 8" B105 2 105 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2' - 8" 5" 2'- 9 3/4" C105 2 105 CLASSROOM 21-91/211 51-71/211 21-811 D105 2 105 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2' - 8" A106 2 106 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2'- 8" z B106 2 106 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2'- 8" C106 2 106 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2'-8" Plans Prpared By Ct'N, Inc. A107 2 107 OFFICE 2'- 9 1/2" 5'- 7 1/2" 2'- 8" Sanford, Fl. 32771 B107 2 107 OFFICE 2'- 9 1/2" 5'- 7 1/2" 2' - 8" Eng. C.O.A. No. 3215 C107 2 107 OFFICE 2'- 9 1/2" 5'- 7 1/2" 2' - 8" Lndscp. Llc. No. LC0000298 D107 2 107 OFFICE 2'- 9 1/2" 5'- 7 1/2" 2' - 8" E107 2 1107 OFFICE 2'-91/2" 5'-71/2" 2'-8" Al 09 2 1109 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2' - 8" B109 2 109 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2'- 8" C109 2 109 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2'- 8" D109 2 109 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2'-8" E109 2 109 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 21-811 F109 2 109 CLASSROOM 2'- 9 1/211 5' - 7 1/211 2'-8" A110 2 110 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2'- 8" B110 2 110 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2'- 8" Clio 2 110 CLASSROOM 2'- 9 1/2" 5' - 7 1/2" 2' - 8" A111 2 111 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2'-8" B111 2 111 CLASSROOM 2'- 9 1/2" 5'- 7 1/211 21-811 C111 2 111 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2'- 8" D111 2 111 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2' - 8" Al 12 1 112 RESTROOM 21-11" 2'-6" 6'- 9" FIXED SEE NOTE 1 Al 13 1 113 STORAGE 2' - 11" 2'-6" 61- 9" FIXED S OTE D 2 A201 3 201 AUDITORIUM 31-011 6' - 0" 2'-8'1 B201 3 1201 AUDITORIUM 31-011 6'- 0" 2'-8" zh C201 3 201 AUDITORIUM 31-011 61-011 21- 8" D201 2 201 AUDITORIUM 2'- 9 1/2" 5'- 7 1/2" 2' - 8" E201 2 201 AUDITORIUM 2'- 9 1/2" 5'- 7 1/2" 2'- 8" F201 2 201 AUDITORIUM 2'- 9 1/2" 5'- 7 1/2" 2'- 8" G201 2 201 AUDITORIUM 2' - 9 1/2" 5' - 7 1/2" 2'- 8" H2O1 2 201 AUDITORIUM 2'- 9 1/2" 51-71/211 21-811 J201 2 201 AUDITORIUM 2'- 9 1/2" 5'- 7 1/2" 2'-8" K201 2 201 AUDITORIUM 2'- 9 1/2" 5'- 7 1/2" 2'- 8" L201 2 201 AUDITORIUM 2'- 9 1/2" 5'- 7 1/2" 2'- 8" N201 2 201 AUDITORIUM 2'- 9 1/2" 5'- 7 1/2" 2'- 8" 0201 2 201 AUDITORIUM 2'- 9 1/2" 5'- 7 1/2" 2' - 8" P201 3 201 AUDITORIUM X - 0" 6' - 0" 2'-811 Q201 3 201 AUDITORIUM 31-011 61-011 2'- 8" Al R201 3 201 AUDITORIUM 31-011 61-091 2'- 8" A202 2 202 MEN'S RESTROOM 2' - 9 1/2" 5'- 7 1/2" 2'-8" A203 2 203 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2' - 8" B203 2 203 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2'-8-0 C203 2 203 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2'- 8" D203 2 203 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2' -8- ' -8"E203 E203 2 203 CLASSROOM 2'- 9 1/2" 5' - 7 1/2" 2'-8" F203 2 203 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2'-8" A205 2 205 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 21-811 B205 2 205 CLASSROOM 2' - 9 1/2" 5' - 7 1/2" 2'- 8" C205 2 205 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2' - 8" D205 2 205 CLASSROOM 2'- 9 1/2" 5'-71/211 21-811 E205 2 205 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 2'-8-1 F205 2 205 CLASSROOM 2'- 9 1/2" 5'- 7 1/2" 21-81' A206 2 206 WOMEN'S RESTROOM 2'- 9 1/2" 5'- 7 1/2" 2' - 8" A207 4 207 PRINCIPAL'S OFFICE 91-611 6' - 0" 21- 8" AST101 1 ST101 STAIR 01 29-1111 2'- 6" 6'- 9" FIXED AST102 1 ST102 STAIR 02 21-1119 2'- 6" 16'- 9" FIXED SEE NOTE 1 AST203 2 ST203 STAIR 3 2' - 9 1/2 5'- 7 1/2 12'-8" NOTE: WINDOW SIZES ARE APPROXIMATE. VERIFY IN I-IELu F'RIUR I U UKULK Ul- W IIVuvvv rAK 10. >1� A A.' TYPE 1 5 WINDOW TYPES A6.1 1/2" = 1'-0" 4 A6.1 IF TYPE 3 TYPE 4 CLAP BOARD SID NC MATCH EXISTINC PEFINISHED ALUMINUM FLASHING, REFER TC NOTE 12 SHEET AU WOOD TRIM MATCH EXISTING WOOD HEAD MATCH EXISTING VIF / MATCH EXISTING WINDOW HEAD DETA L 3" = 1'-0" WOOD TRIM BEYOND WINDOW CHECK RAIL DETAIL 3" = 1'-0" WOOD TRIM BE) WOOD TRIM MATCH EXISTING WOOD SILL MATCH EXISTING DRIP KERF WOOD TRIM MATCH EXISTING CLAP BOARD SIDING MATCH EXISTING WINDOW SILL DETAIL GENERAL NOTES: PATCH AND REPAIR PLASTER WALL AND PREP FOR NEW PAINT 1 WORK ON WINDOWS TO REMAIN SHALL BE COMPLETED IN PLACE WHENEVER POSSIBLE. REVIEW THE SECRETARY OF THE INTERIOR "STANDARDS FOR REHABILITATION AND GUIDELINES FOR REHABILITATING HISTORIC BUILDINGS" PRIOR TO COMMENCEMENT OF WORK(SEE SPECIFICATIONS FOR DOCUMENT). ADDITIONAL INFORMATION CAN BE FOUND AT http://www.nps.govttps/how-to-preserve/briefs. 2. REPAIR/CLEAN WINDOW HARDWARE. WHERE MISSING PROVIDE NEW TO MATCH EXISTING. WOOD BLOCKING 3. PROVIDE WEATHERSTRIPPING TO OPERABLE WINDOWS. FASTEN TO TOP, MEETING, AND BOTTOM RAIL AND TO THE CHANNELS BETWEEN SASH AND JAMB(IF POSSIBLE). REFER TO BREIF NUMBER 9 AT http://www.nps.gov/tps/how-to-preserve/briefs. 4. WHERE WOOD TRIM OR WINDOW PARTS ARE SEVERLY DAMAGED IN PARTIAL AREAS WOOD TRIM SPLICE NEW WOOD TO ORIGINAL WOOD. SEAL SPLICED SCAR AND FILL WITH WOOD MATCH EXISTING REHABILITATION SYSTEM, SAND AND PREP FOR NEW FINISH. IF DAMAGE IS TO 1/4" TEMPERED EXTENSIVE FOR REPAIR PROVIDE NEW TO MATCH EXISTING. SINGLE PANE CLEAR GLAZING 5. ALL WINDOWS ARE NEW UNLESS NOTED OTHERWISE. LOCK WINDOW CHECK RAIL TO MATCH EXISTING. 1/4' TEMPERED SINGLE PANE CLEAR GLAZING 3" = 1'-0" WINDOW JAMB DETAIL 3" = 1'-0" -I.— PANE GLAZING TRIM BEYOND I EXISTING STOOP I EXISTING TRIM I EXISTING BLOCKING KEY NOTES: 1. SCRAPE LOOSE PAINT FROM WOOD AT WINDOW WHICH INCLUDES BUT NOT LIMITED TO HEAD, JAMBS, SILLS, STILES, SASH AND RAILS. FILL HOLES AND REWORK DAMAGED AREAS WITH WOOD RESTORATION SYSTEM(REFER TO SPECIFICATIONS). SAND, PRIME AND PREPARE TO RECEIVE NEW PAINT FINISH. COLOR TO BE DETERMINED. REMOVE FLASHING AND PROVIDE NEW. FLASHING SHALL BE PREFINISHED ALUMINUM AND FITTED TO DETAILS. CAULK. 2. REMOVE/REPLACE EXISTING SILL OR REPLACE WHERE MISSING TO MATCH F WOOD SPECIES AND CONSTRUCTION DETAILS. REFER TO BREIF NUMBER 9. 7.J www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas *I— LO .. ... ..... . o 2 i A6.1 W I I r O Z N I I � � � I Cn � I in I;n MATCH EXISTING 3 V A6.1 SIM 5" 2'- 9 3/4" 5" 1/4" TEMPERED SINGLE TYPE 3 TYPE 4 CLAP BOARD SID NC MATCH EXISTINC PEFINISHED ALUMINUM FLASHING, REFER TC NOTE 12 SHEET AU WOOD TRIM MATCH EXISTING WOOD HEAD MATCH EXISTING VIF / MATCH EXISTING WINDOW HEAD DETA L 3" = 1'-0" WOOD TRIM BEYOND WINDOW CHECK RAIL DETAIL 3" = 1'-0" WOOD TRIM BE) WOOD TRIM MATCH EXISTING WOOD SILL MATCH EXISTING DRIP KERF WOOD TRIM MATCH EXISTING CLAP BOARD SIDING MATCH EXISTING WINDOW SILL DETAIL GENERAL NOTES: PATCH AND REPAIR PLASTER WALL AND PREP FOR NEW PAINT 1 WORK ON WINDOWS TO REMAIN SHALL BE COMPLETED IN PLACE WHENEVER POSSIBLE. REVIEW THE SECRETARY OF THE INTERIOR "STANDARDS FOR REHABILITATION AND GUIDELINES FOR REHABILITATING HISTORIC BUILDINGS" PRIOR TO COMMENCEMENT OF WORK(SEE SPECIFICATIONS FOR DOCUMENT). ADDITIONAL INFORMATION CAN BE FOUND AT http://www.nps.govttps/how-to-preserve/briefs. 2. REPAIR/CLEAN WINDOW HARDWARE. WHERE MISSING PROVIDE NEW TO MATCH EXISTING. WOOD BLOCKING 3. PROVIDE WEATHERSTRIPPING TO OPERABLE WINDOWS. FASTEN TO TOP, MEETING, AND BOTTOM RAIL AND TO THE CHANNELS BETWEEN SASH AND JAMB(IF POSSIBLE). REFER TO BREIF NUMBER 9 AT http://www.nps.gov/tps/how-to-preserve/briefs. 4. WHERE WOOD TRIM OR WINDOW PARTS ARE SEVERLY DAMAGED IN PARTIAL AREAS WOOD TRIM SPLICE NEW WOOD TO ORIGINAL WOOD. SEAL SPLICED SCAR AND FILL WITH WOOD MATCH EXISTING REHABILITATION SYSTEM, SAND AND PREP FOR NEW FINISH. IF DAMAGE IS TO 1/4" TEMPERED EXTENSIVE FOR REPAIR PROVIDE NEW TO MATCH EXISTING. SINGLE PANE CLEAR GLAZING 5. ALL WINDOWS ARE NEW UNLESS NOTED OTHERWISE. LOCK WINDOW CHECK RAIL TO MATCH EXISTING. 1/4' TEMPERED SINGLE PANE CLEAR GLAZING 3" = 1'-0" WINDOW JAMB DETAIL 3" = 1'-0" -I.— PANE GLAZING TRIM BEYOND I EXISTING STOOP I EXISTING TRIM I EXISTING BLOCKING KEY NOTES: 1. SCRAPE LOOSE PAINT FROM WOOD AT WINDOW WHICH INCLUDES BUT NOT LIMITED TO HEAD, JAMBS, SILLS, STILES, SASH AND RAILS. FILL HOLES AND REWORK DAMAGED AREAS WITH WOOD RESTORATION SYSTEM(REFER TO SPECIFICATIONS). SAND, PRIME AND PREPARE TO RECEIVE NEW PAINT FINISH. COLOR TO BE DETERMINED. REMOVE FLASHING AND PROVIDE NEW. FLASHING SHALL BE PREFINISHED ALUMINUM AND FITTED TO DETAILS. CAULK. 2. REMOVE/REPLACE EXISTING SILL OR REPLACE WHERE MISSING TO MATCH F WOOD SPECIES AND CONSTRUCTION DETAILS. REFER TO BREIF NUMBER 9. 7.J www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas *I— J o a O J U- 0 � O Q U) w z W Q W a V- 0 O Sheet No. A6.1 ivv I [--. I nL- yr I nL.01L. rvin I nnv" vUc I v nV-%VI ivw o W O Z N WOOD TRIM in MATCH EXISTING Q V 1/4" TEMPERED SINGLE PANE CLEAR GLAZING � � w cYi 2 z 0 0 0-5 o 0 Q N Plans Prpared By Ct'N, Inc. EXV-;IING WEIGHT AND PULLEY SYSTEM, REPAIR ROPES AND 500 West Fulton St. 5Y5 iEM TO WORKING ORDER Sanford, Fl. 32771 Ph: 407.322.6841 WOOD BLOCKING Licenses: Eng. C.O.A. No. 3215 WOOD TRIM Survey LB. No. 7143 Arch. Lic. No, AA2600926 MATCH EXI ;TING Lndscp. Llc. No. LC0000298 J o a O J U- 0 � O Q U) w z W Q W a V- 0 O Sheet No. A6.1 ivv I [--. I nL- yr I nL.01L. rvin I nnv" vUc I v nV-%VI ivw FINISH SCHEDULE FOR"OWNER'S REFERENCE Floor Base Walls - Ceiling- Number Name Floor Finish Floor Color Base Finish Base Color North Material BEAD BOARD/SIDING North Finish East Material East Finish South Material South Finish West Material West Finish Ceiling Material Ceiling Finish Notes/Remarks ----- --- 101 ENTRY VESTIBULE WOOD/STAINED DARK BROWN 1/4 ROUND/PTD TBD PAINT PAINT SIDING BEAD BOARD PAINT PAINT PAINT PAINT BEAD BOARD/SIDING GYP BOARD PAINT PAINT PAINT BEAD BOARD BEAD BOARD BEAD BOARD PAINT PAINT PAINT BEAD BOARD BEAD BOARD --- BEAD BOARD PAINT PAINT PAINT 102 STORAGE WOOD/STAINED DARK BROWN WOOD/PTD WOOD/PTD TBD TBD BEAD BOARD BEAD BOARD 103 RESTROOM TILE WHITE PAINT PAINT BEAD BOARD BEAD BOARD GYP BOARD 104 RESTROOM TILE WHITE WOOD/PTD TBD GYP BOARD BEAD BOARD PAINT BEAD BOARD PAINT BEAD BOARD PAINT 105 CLASS ROOM WOOD/STAINED DARK BROWN WOOD/PTD TBD PLASTER PAINT PLASTER PAINT PLASTER PAINT SIDING/PLASTER PAINT PLASTER PAINT 106 CLASS ROOM WOOD/STAINED DARK BROWN WOOD/PTD TBD PLASTER/PANELING PAINT PLASTER/PANELING/CHALK BOARD _ PAINT PLASTER/PANELING/C HALKBOARD PAINT PLASTER/PANELING/ CHALKBOARD PAINT PLASTER PAINT CHALKBOARD TO REMAIN AS IS, PAINT TRIM ONLY 107 OFFICE WOOD/STAINED DARK BROWN WOOD/PTD _ TBD PLASTER/PANELING PAINT PLASTER/PANELING PAINT GYP BOARD PAINT PLASTER/PANELING/ CHALKBOARD PAINT PLASTER PAINT CHALKBOARD TO REMAIN AS IS, PAINT TRIM ONLY 108 STORAGE WOOD/STAINED DARK BROWN WOOD/PTD TBD PLASTER PAINT PLASTER PAINT PLASTER PAINT PLASTER PAINT PLASTER PAINT 109 LUNCH ROOM WOOD/STAINED DARK BROWN WOOD/PTD WOOD/PTD TBD PLASTER/PANELING/CHALKBOARD PAINT PAINT PLASTER/PANELING PAINT PLASTER/PANELING PLASTER/PANELING PAINT PAINT PAINT PLASTER/PANELING SIDING/PLASTER PAINT PAINT PAINT PLASTER PLASTER PLASTER PAINT PAINT PAINT CHALKBOARD TO REMAIN AS IS, PAINT TRIM ONLY CHALKBOARD TO REMAIN AS IS, PAINT TRIM ONLY 110 LUNCH ROOM WOOD/STAINED DARK BROWN TBD PLASTER/PANELING/CHALKBOARD ill CLASS ROOM WOOD STAINED DARK BROWN WOOD/PTD TBD PLASTER PAINT PLASTER PAINT PLASTER 112 RESTROOM TILE WHITE WOOD/PTD TBD TBD GYP BOARD BEAD BOARD PAINT PAINT BEAD BOARD BEAD BOARD PAINT BEAD BOARD PAINT GYP BOARD PAINT 0 PAINT u. 113 STORAGE WOOD/STAINED DARK BROWN WOOD/ PTD PAINT GYP BOARD PLASTER/PANELING/C HALKBOARD PAINT PAINT PLASTER/PANELING PAINT PAINT PLASTER PAINT PAINT CHALKBOARD TO REMAIN AS IS, PAINT TRIM ONLY 114 STORAGE WOOD/STAINED DARK BROWN WOOD/PTD TBD GYP BOARD PAINT PAINT GYP BOARD SIDING PAINT PAINT 201 AUDITORIUM WOOD/STAINED DARK BROWN WOOD/PTD TBD PLASTER PLASTER PAINT GYP BOARD PAINT BEAD BOARD/PLASTE R PAINT W 202 MEN'S RESTROOM WOOD/STAINED DARK BROWN WOOD/PTD TBD GYP BOARD PAINT GYP BOARD PAINT GYP BOARD - GYP BOARD PAINT PAINT BEAD BOARD PAINT 203 CLASS ROOM WOOD/STAINED DARK BROWN WOOD/PTD TBD PLASTER/PANELING PAINT -- PLASTER/PANELING — PAINT --- — PLASTER/PANELING PAINT PLASTER/PANELING PLASTER PAINT 204 AC CLOSET CLASS ROOM - WOOD/PTD WOOD/PTD WOOD/PTD - TBD -- TBD GYP BOARD PLASTER/PANELING SIDING PLASTER/PANELING PAINT -- - PLASTER/PANELING PAINT PANELING PLASTER/PANELING BEAD BOARD PAINT 205 WOOD/STAINED WOOD/STAINED WOOD/STAINED DARK BROWN DARK BROWN DARK BROWN PAINT PAINT PLASTER PAINT - ._.. 206 WOMEN'S RESTROOM GYP BOARD PAINT GYP BOARD_ PAINT_ GYP BOARD PAINT _ GYP BOARD PAINT PLASTER PAINT 207 FORMER PRINCIPALS OFFICE TBD PLASTER PAINT PLASTER PAINT PAINT PAINT PLASTER PANELING PAINT PAINT PLASTER BEAD BOARD PAINT PAINT BEAD BOARD PANELING PAINT PAINT ST101 STAIR 01 WOOD/STAINED DARK BROWN WOOD/PTD TBD - - PANELING ST102 STAIR 02 WOOD/STAINED DARK BROWN WOOD/PTD TBD PANELING PAINT PANELING - - - PAINT PANELING PAINT ST103 ST203 STAIR 3 WOOD/STAINED DARK BROWN WOOD/PTD TBD PLASTER/PANELING PAINT PLASTER/PANELING PAINT PLASTER/PANELING PLASTER/PANELING PAINT PAINT PLASTER/PANELING PLASTER/PANELINGPAINT PAINT PLASTER PLASTER PAINT PAINT STAIR 3 WOOD/STAINED DARK BROWN WOOD/PTD TBD PLASTER/PANELING PAINT PLASTER/PANELING PAINT GENERAL NOTES: 1. OWNER SHALL BE RESPONSIBLE FOR ALL INTERIOR PAINTING AND STAINING. 2. ALL WOOD FLOORING THROUGHOUT PROJECT TO BE FILLED/REPAIRED AS NECESSARY, SANDED AND PREPARED FOR NEW STAIN FINISH. STAIN TO BE DARK BROWN(MATCH EXISTING COLOR). 3. WALLS TO BE PAINTED SHALL RECEIVE BASE COAT PRIMER AND PAINT AS NOTED IN SPECIFICATION. PRIOR TO PAINTING CLEAN WALLS OF DUST AND LOOSE DEBRIS. ALL PAINT WORK BY OWNER. 4. EXTERIOR PAINT WILL CONSIST OF 2 COLORS, 1 COLOR FOR MAIN BODY OF BUILDING AND 1 COLOR FOR ALL TRIM WORK. COLORS TO BE DETERMINED WILL BE SELECTED FROM HISTORICAL PAINT REPRESENTATIONAL OF THE PERIOD BUILT. 5. ALL RESTROOMS TO RECEIVE AN EPDXY PAINT FLOOR TO CEILING, SIDE TO SIDE ON WALLS AT TOILET FIXTURE AND SINK OR AS NOTED ON ELEVATIONS AND IN SPECIFICATIONS. 6. EXISTING CHALKBOARD TO REMAIN AS IS, COVER AND PROTECT SURFACE FROM DAMAGE DURING CONSTRUCTION. TRIM AROUND CHALKBOARD TO BE PAINTED. COLOR TBD. 7. PRIOR TO PAINTING EXTERIOR SAND, SCRAPE, AND CLEAN SURFACES OF LOOSE PAINT, AND DEBRIS CAUSING DAMAGE TO STRUCTURE. USE THE GENTLEST MEANS POSSIBLE. REFER TO BRIEF 47 IN THE NATIONAL PARK SERVICE TECHNICAL PRESERVATION SERVICES SITE( http:/twww.nps.gov/tps/) REGARDING MAINTENANCE OF BUILDING. a 0 LO 0 N to 00 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION www.cphcorp.com A Full Service A&EFirm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico •Connecticut • Maryland • Texas Q / C m o m _o o � W 0 o ' Q W � H Lo Q Cn C 3 Ad N " ` O Z V ai OU Q 0 --50 u. Plans PlanPrepared By 500 Wiest Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Ucenses: Eng. CAA No. 3215 Survey LB. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Q O J LL O LL Z Q U) LLI W Z Q ML w Z a 0 Sheet No. A622 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 0 of 0 N N 4 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION EXISTING OR NEW 2X8 JOIST ifi T.O. EXISTING PIER REF. ELEV.= V.I.F. EXISTING BRI PIER TO REM/ EXISTING BRIE FOOTING TO REMA EXISTING SECTION 3/4"= 1'-0" EXISTING OR NEW 2X8 JOIST: T.O. EXISTING PIER REF. ELEV.= V.I.F. EXISTING BRICK FOOTING TO REMAIN. 2'-0" _ ce) F1 PLAN S 1.1 3/4" = 1'-0" C� PROCEDURE STEP #3 3/4"= WRAP ENTIRE PIER W/ FRP WRAP EXISTING OR NEW 2X8 JOIST T.O. EXISTING PIER REF. ELEV.= V.I.F. u: EXISTING BRICK PIER TO REMAIN. EXISTING BRICK FOOTING TO REMAIN. U1 FINISH GRADE, SEE CIVIL. NOTES: 1. REMOVE ALL DUST & LOOSE PARTICLES FROM SURFACE. 2. INSTALL 2 -PLY OF SIKA WRAP HEX 113 C AROUND BRICK WORK OF PIER. FOLLOW MANUFACTURER INSTRUCTIONS FOR DRY LAY-UP INSTALLATION. 3. INSTALL ANCHORS AS PER SECTION 6/S1.1 4. INSTALL TERMITE SHIELDS. 8„ PROVIDE (4) #5 VERT. BARS it W/ #3@8" O.C. TIES +' CLEAR COVER ALL FACES. rn 2 P1 SECTION \U1 3/4" = 1'-0" #3@8" O.C. TIES INTERIOR FACE 00 w (4) #5 VERT. REBARS LL cc > PLAIN CONCRETE ° LEDGE e a: d e 4 4" N O Ae• e (3) #5 X 1'-6" TRANSVERSAL (2) #5 X 21-6" LONGITUDINAL 3 F1/P1 SECTION S1.1 3/4" = 1'-0" NEW OR EXISTING 2X8 JOIST. NEW (2) 2X8 RIM BOARDS. L6X4X3/8X1'O" LONG W/ (2) 5/8" DIA. X 4" LAG SCREWS TO 2X RIM BOARD (TYP) L6X4X3/8X1'-0" LONG W/ (2) 5/8" DIA. EPDXY ANCHOR RODS TO PIER W/ 4" EMBEDMENT, USE HILTI RE 500 EPDXY (TYP) EXTERIOR FACE. NEW REINFORCED CONCRETE PIER AND FOUNDATION 4 F1/P1 SECTION S1.1 3/4" = 1'-0" — PATCH ALL DAMAGED BRICK W/ STRUCTURAL u_` MORTAR, > _ SMOOTH FINSH. SEE CIVIL. NOTES: 1. CLEAN BRICK PIERS AND REMOVE ALL LOOSE PIECES AND DETRIMENTAL MATERIAL. 2. PATCH ALL CAVITIES AND DELAMINATED BRICK WITH TYPE O MORTAR. PROCEDURE STEP #1 3/4" = 1'-0" NOTE: 26 GA. GALVANIZED STEEL TERMITE SHIELD REQUIRED AT BLDG. PERIMETER AND AT INTERIOR BEAMS BEARING ON PEIR FOOTINGS. 3'-9" 2'-8" 5 F2 PLAN_ \U1 3/4" = 1'-0" 1'-1" All co 7 F2/P2 SECTION S1.1 3/4" = 1'-0" FAI IES co to EXISTING OR NEW 2X8 JOIST: T.O. EXISTING PIER REF. ELEV.= V.I.F. EXISTING BRICK PIER TO REMAIN. EXISTING BRICK FOOTING TO REMAIN. FINISH TROWEL ENTIRE PIER W/ STRUCTURAL U_: MORTAR. > FINISH GRADE, SEE CIVIL. NOTE: 1. PLASTER ALL BRICKWORK WITH SIKA TYPE O MORTAR. 2. WAIT FOR FULLY SET MORTAR PRIOR TO WRAPPING PROCEDURE STEP #2 1'-9" PROVIDE (7) #5 VERT. BARS W/ #3@8" O.C. TIES �' CLEAR COVER ALL FACES. V-1" I. 8" 6 P2 SECTION S 1.1 3/4" = 1'-0" INTERIOR FACE d• O O r. REBARS •e e ',ONCRETE ° d 3" EACH WAY NEW OR EXISTING 2X8 JOIST. NEW (2) 2X8 RIM BOARDS. L6X4X3/8X1'-0" LONG W/ (2) 5/8" DIA. X 4" LAG SCREWS TO 2X RIM BOARD (TYP) L6X4X3/8X1'-0" LONG W/ (2) 5/8" DIA. EPDXY ANCHOR RODS TO PIER W/ 4" EMBEDMENT, USE HILTI HIT RE 500 EPDXY (TYP) EXTERIOR FACE. NEW REINFORCED CONCRETE PIER AND FOUNDATION. F2/P2 SECTION S1.1 3/4" = 1'-0" 3/4" = 1'-0" NOTE: APPROVAL REQUIRED BY DEPARTMENT OF STATE DIVISION OF HISTORICAL RESOURCES. ❑0 INTERIOR FACE 1 ffi:9h www.cphcorp.com A Full Service A&EFirm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traff c / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas Uj 40 , a a u fir. ` � 44 0 9 F2/P2 SECTION Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 S1.1 3/4" = 1'-0" Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 10 F2/P2 SECTION S1.1 3/4" = V-0" L6X4X3/8X1'-0" LONG W/ (2) 5/8" DIA. EPDXY ANCHOR RODS TO PIER W/ 4" EMBEDMENT, USE HILTI HIT RE 500 EPDXY (TYP) A E CU m y U � Q L co CL CL O Z W Sheet No. S1.1 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION w, ,ala lyW: LU ii wl , l � w) ' p clicol V i L6X4X3/8X1'-0" LONG W/ (2) 5/8" DIA. EPDXY ANCHOR , .... RODS TO PIER W/ 4" EMBEDMENT,y .- w USE HILTI HIT RE 500 EPDXY (TYP) Z L6X4X3/8X1'-0" LONG 0 `° O O N co M 2 o v Q W/ (2) 5/8" DIA. X 4" LAG SCREWS TO 2X RIM BOARD & (2) 5/8" DIA. EPDXY ANCHOR RODS TO PIER W/ 4" EMBEDMENT, USE HILTI HIT REC .a 500 EPDXY (TYP) > 3 V 0 0 O Z NEW (2) 2X8 RIM BOARDS. .N N T : ;� CL U o o DiL) Q cA a Plans Prepared By CPN, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 9 F2/P2 SECTION Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 S1.1 3/4" = 1'-0" Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 10 F2/P2 SECTION S1.1 3/4" = V-0" L6X4X3/8X1'-0" LONG W/ (2) 5/8" DIA. EPDXY ANCHOR RODS TO PIER W/ 4" EMBEDMENT, USE HILTI HIT RE 500 EPDXY (TYP) A E CU m y U � Q L co CL CL O Z W Sheet No. S1.1 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION EXISTING 1ST FLOOR PLAN: NOTE: < JOIST REPLACEMENT AT FIRST FLOOR PLAN � � / Sheet No. SCALE: 114^ = t' -0"N APPROVAL REQUIRED BY DEPARTMENT OF STATE to DIVISION OF HISTORICAL RESOURCES. S2mO NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTIC to IR 0 to N N NOTE: APPROVAL REQUIRED BY DEPARTMENT OF STATE DIVISION OF HISTORICAL RESOURCES. IML NOTA 1. REPAIR AND REINFORCE ALL FOUNDATION PIERS PRIOR TO FLOOR FRAMING RETROFITTING. REFER TO SHEETS S1.0 & S1.1 2. REFER TO THE REPORT "HISTORIC BUILDING ASSESMENT FOR THE HOPPER ACADEMY, BY CPH CORP. DATED NOVEMBER 2011. SEE SECTION 5 FOR RECOMMENDATIONS AND DAMAGED MEMBERS IDENTIFICATION. 3. ALL EXISTING FLOOR BOARDS TO REMAIN. REPLACE ALL DAMAGED AND DETERIATED WITH SIMILAR BOARDS. 4. THE CONTRACTOR MUST PROVIDE TEMPORARY SHORING WHEN REMOVING, REPLACING AND ANCHORING WOOD BEAMS/JOISTS. LES 1 S2.1 �1 S2.1 DENOTES RIM BOARD TO BE REMOVED & REPLACED W/ P.T. 4X8 SELECT STRUCTURAL. DENOTES NEW P.T. 2X8 WOOD SISTER JOISTS SELECT STRUCTURAL GRADE. DENOTES EXISTING WOOD JOISTS. REPLACE ALL DAMAGED JOISTS AS PER SHEET S2.0. DENOTES EXISTING WOOD BEAMS. REPLACE ALL DAMAGED BEAMS AS PER SHEET S2.0. FIRST FLOOR FRAMING PLAN SCALE: ,/a =,o N 1 A 4'-8 3/4" V.I.F. 4'-6 3/4" V.I.F. A 10'-9" V.I.F. 8'-0" SPAN —S2.1 — — 8'-0" I I I 8'-0" 11'-11 1/4" V.I.F. 10'-10" V.I.F. 2 EXISTING FLOOR BOARDS. SEE NOTE #3. =v"cTING FLOORBOARD tEMAIN. TING OR NEW :)R JOIST. v-..ioTING OR NEW TIMBER BEAM. SECTION (NEW FLOOR JOIST) 3/4" = 1'-0" EXISTING RIM BOARD TO BE 1 REMOVED & REPLACED, G.C. TO S1.1 PROVIDE SHORING AT ALL �i LOCATIONS (TYP) S2.1 S2.1 I I I i I I I I I I I (1) MSTM24 STRAP CONNECTOR FROM SIMPSON STRONGTIE @ EAC LOCATION (TMP) REPAIRED AND REINFORCED BRICK PIER. STING OR NEW 3 WOOD BEAM. HGAM10 )NNECTOR OM SIMPSON RONGTIE @ EACH CATION (TYP) ECCENTRIC CONDITION CENTRIC CONDITION 2 SECTIONS S2.1 3/4"= 1'-0" a, 1111111 III 1111111111111 IIIII ,, 1111111 111 1111111111111111111 _ ,"�,. -a- a I II ( 1 I ao 11111 III 1111111111111 IIIII Q, 111 II , 111111 III 1111111111111111111 .,°°. IIIII 111 4S2. I I I I SPAN I I I I I I I I I I I I 1 1 1 1 1 I 1111111111111111 21 S2.1.IIII-IIIIIIIIIIIIII I ... i l l I I I I I EXISTING FLOOR B ARDS. I I I I I I I I I I l l l l l 1 1 1 1 1 1 1 1 1 1 1 SEE NOTE #3. 1111111111111111111111111111I111 Illlllllllllllllllllllllllllllll 11�1�1111111111111111111111111117 EXISTING OR NEW 2X10 JOIST. EXISTING OR NEW TIMBER BEAM. EXISTING OR NEW FLOOR JOIST. 1 S2.1 EXISTING FLOORBOARD TO REMAIN. 0 0 0 SISTER 2X8 JOIST ATTACHED TO EXISTING JOIST W/ (3) GALV.16d NAILS @ 16" O.C. A (TYP) r 0 0 0 0 0 0 0 0 0 40 0 16" O.C. (TYP) A 8'-0" & 8'-6" (SEE PLAN FOR LOCATIONS) 3 SECTION (SISTERING EXISTING JOISTS 2.1 3/4" = 1'-0" EXISTING OR NEW 2X10 JOIST. EXISTING OR NEW TIMBER BEAM. SISTER 2X8 JOIST ATTACHED TO EXISTING JOIST W/ (3) GALV.16d NAILS @ 16" O.C. (TMP) SECTION A -A EXISTING JOIST. UP To s i LL IQ o> 91:04 www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas w IL ... J r i I i 11 �!Z 0 ' ansa cn ILI;Z Ili � C iwi Q UJIaI ! 1 W OCI ' IbS OI t m �f I (,.,.. W r _ � O= O O Z N f i Q di IDv o 6 0: ; N Z y N M I Co N o:UQ cn❑ -5 PlansPrepared By: CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Llc. No. AA2600926 Lndscp. Lic. No. LC0000298 Z z � E O L LL N N — v 0 co 0 —j= QCx. �.. W LL Sheet No. S201 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Q NOTE: APPROVAL REQUIRED BY DEPARTMENT OF STATE DIVISION OF HISTORICAL RESOURCES. NOTES: . . ...... . ..... 0 U) W STRUCTURAL RETROFITTING PLAN O TO MEET BUILDING CODE REQUIREMENTS O z FOR 100 PSF ACCIDENTAL LIVE LOAD. S3.0 DN 1 P C0 X w O O LEGEND: i t9 0 w Cn DENOTES EXISTING COLUMNS. Q W a DENOTES NEW STEEL PLATES.ly .+ DENOTES EXISTING BEARING WALLS. � z W O x w Q x DENOTES EXISTING JOISTS. N J CL 4 z . . ...... . ..... W O F. 5 S3.0 1 TYR C0 O i t9 z Cn W O � O w DN a a 4 x J d SECOND FLOOR FRAMING PLAN- j o�CO Cn a 2 N � 1 F 01 1 zl 1 SAM CL 0 10 17'-0" " 6" 2X14 6 JOIST. N N . 3 T • • • • • • • • • • • • • • • • • 12" O.C. N N 2" TYP 6 PL 12 W x 1/8 x 17'-0" L ATTACHED TO EXISTING 53.0 JOISTS W/ (2) 3/4" DIA. GALV. LAG SCREWS @ 12" O.C. to -5 SECTION 3 S3.0 3/4" = V-0" PL 10 x 3/16 x 15'-0" ATTACHED TO EXISTING JOISTS 1®1 rl J I I 2X10 EXIS ING JOISTf @ 1 " O.J. - N 1 - :j L OPEN i 10 E KISTIFG JCPSTS 17' O.C. DN �10 E XISTIG J ISTS 17 O.C. 7 TYP. S3.0 PL 10 x 3/16 x 15'-0" ATTACHED TO EXISTING JOISTS 4 Lo 6" - - 6" I 15'-0" PL 12 x 1/8 x 17'-0" L ATTACHED TO EXIST JOISTS W/ (2) 3/4" DIP GALV. LAG SCREWS 12" O.C. 6 SECTION S3.0 N.T.S. PL 10x3/16x15'-0"L ATTACHED TO EXIST JOISTS W/ (2) 3/4" DIP GALV. LAG SCREWS 12" O.C. N 7 SECTION S3.0 N.T.S. I I N . . . . . . . . . . . . . . . z= 12" O.C. N N 2" TYP. e Y 7 PL 10 W x 3/16 x 15'-0" L s3.o ATTACHED TO EXISTING JOISTS W/ (2) 3/4" DIA. GALV. LAG SCREWS @ 12" O.C. 4 SECTION S3.0 3/4" = 1'-0" NG 2X14 3. EXISTING 2X10 JOISTS. 91:49 ILI www.cphcorp.com A Full Service A&EFirm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland !• Texas w LL O- c;> t u. U- r � w 1 z re 1 W 0 �0 0z ��Y!> o rn; z Qat 1 � +� N ooc� Q'u�o0°� Plan$ Prepared By- GPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 z Q J CL z LHL r LL CU W W -C -0 W O r W J U- 0 Z O 0 W Sheet No. S3.0 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION GENERAL 1. THIS STRUCTURE HAS BEEN DESIGNED TO MEET THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE (FBC 10) IN ACCORDANCE WITH ASCE 7-10, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES." 2. DESIGN LOADS DEAD LOAD: 1 ST FLOOR: 20 PSF 2 ND FLOOR: 20 PSF LATERAL LOADS (WIND): BLDG. CATEGORY: DESIGN WIND SPEED (ULTIMATE): DESIGN WIND SPEED (ASD): EXPOSURE: -(MWFRS) -(COMPONENTS & CLADDING) INTERNAL PRESSURE COEFFICIENTS: LIVE LOAD: 1 ST FLOOR: 50 PSF 2 ND FLOOR: 100 PSF CORRIDOR: 100 PSF CATEGORY III V = 144 MPH V = 112 MPH C C +/-0.85 3 THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION SHOWN ON THE DRAWINGS. ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD BEFORE STARTING CONSTRUCTION. 4. ALL STRUCTURAL WORK SHALL BE INSPECTED IN ACCORDANCE WITH THE 2009 INTERNATIONAL BUILDING CODE. SHALLOW FOUNDATIONS 1. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON PROPERLY COMPACTED FILL HAVING AN ALLOWABLE BEARING CAPACITY OF 2500 PSF OR GREATER. COMPACTION: THE EXISTING SOIL AND ALL ADDED FILL BENEATH ALL FOUNDATIONS AND FLOOR SLAB AREAS SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR TEST IN ACCORDANCE WITH ASTM D-1557 IN COMPACTED LIFTS AS NOTED. PRIOR TO BACK -FILLING WITH STRUCTURAL FILL, THE EXISTING LAYER OF SOIL WITHIN THE BUILDING FOOTPRINT, ALONG WITH 2 FEET OUTSIDE ALL SIDES OF THE BUILDING FOOTPRINT MUST BE PROOF-ROLLED/COMPACTED BY USING A 10 -TON ROLLER WITH A MINIMUM OF 40 PASSES. REPLACE REMOVED SOIL UP TO EXISTING GRADE AND BEYOND (TO CLIENTS DESIRED FILL -HEIGHT) USING WELL -GRADED CAYMAN ROCK FILL (Y4" MIN. TO 3" MAX.) BACK -FILL IN 10" LIFTS MAX. AND COMPACT EACH LIFT USING A 10 -TON ROLLER AND COMPACT AT A MINIMUM OF 40 PASSES. THE FINAL 2 FEET LAYER OF SOIL SHOULD BE CRUSHER -RUN, PLACED IN 12" LIFTS AND COMPACT EACH LIFT WITH A 10 -TON ROLLER AT A MINIMUM OF 40 PASSES. 2. THE CONTRACTOR SHALL OBSERVE WATER CONDITIONS AT THE SITE AND TAKE THE NECESSARY PRECAUTIONS TO INSURE THAT THE FOUNDATION EXCAVATIONS REMAIN DRY DURING CONSTRUCTION. PROVIDE FOR DEWATERING AS NECESSARY. .; ro co 0 Ln 0 N T N CONCRETE 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE" 2. CONCRETE MIX DESIGNS LOCATION MIN fc AT 28 DAYS MAX WIC RATIO SLUMP** % OF AIR ENTRAIN. FOOTINGS, SLAB ON GRADE 3000 PSI 0.50 5" 4.0 ELEVATED DECK 4000 PSI 0.45 4" 1 4.0 3. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1X" INCHES FOR FOUNDATIONS, AND Y4" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 4. CONCRETE REINFORCING DEFORMED BARS: ASTM A615, GRADE 60 5. MINIMUM COVER FOR CAST -IN-PLACE CONCRETE REINFORCEMENT, UNLESS OTHERWISE SHOWN ON DRAWINGS, SHALL BE AS FOLLOWS (REFER TO ACI -318 CHAPTER 7): FOUNDATIONS: 3" 6. ALL CONCRETE REINFORCEMENT SHALL BE, FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" 7. SPLICES IN REINFORCEMENT (WHERE PERMITTED) 36" LAP (SPLICES IN TOP REINFORCEMENT SHALL BE MADE AT MIDSPAN. SPLICES IN BOTTOM REINFORCEMENT SHALL BE OVER SUPPORTS UNLESS NOTED OTHERWISE). 8. ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACEMENT OF CONCRETE. REINFORCING SUPPORTS FOR ALL EXPOSED CONCRETE SHALL BE GALVANIZED WITH PLASTIC COATED FEET. 9. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 11. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM. TIMBER 1. ALL WOOD FRAMING CONSTRUCTION, WORKMANSHIP AND MATERIALS (INCLUDING TRUSSES) SHALL CONFORM WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE REFERENCES LISTED BELOW: *"AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" *"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" 1994 AND SUPPLEMENT. *"U.S. PRODUCT STANDARD PS 1" OR "APA PRP -108 PERFORMANCE STANDARDS" *"NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI-1-2002 ALL STRUCTURAL LUMBER SHALL BE AS A MINIMUM, NO. 2 GRADE, PRESSURE TREATED, SOUTHERN YELLOW PINE (S.G. =0.55), AND SHALL HAVE AT LEAST THE FOLLOWING MINIMUM ALLOWABLE DESIGN STRESSES AND MODULUS OF ELASTICITY AT A MAXIMUM MOISTURE CONTENT OF 19%: 3. ALL LUMBER SHALL BE FACTORY MARKED WITH GRADE STAMP OF INSPECTION AGENCY, SHOWING COMPLIANCE WITH GRADING RULE REQUIREMENTS. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL COMPLY WITH THE FOLLOWING CODES AND STANDARDS: *AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES." *AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" INCLUDING "COMMENTARY" AND SUPPLEMENTS THERETO AS ISSUED. *AISC "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS." *AMERICAN WELDING SOCIETY (AWS) D1.1 "STRUCTURAL WELDING CODE -STEEL." *ASTM A 6 "GENERAL REQUIREMENTS FOR DELIVERY OF ROLLED STEEL PLATES, SHAPES, SHEET PILING AND BARS FOR STRUCTURAL USE." 2. ALL STRUCTURAL STEEL SHAPES AND FASTENERS SHALL 2X4 TIMBER 2X6 TIMBER ASTM A 992 2X8 TIMBER ASTM A 36 Fb (BENDING) 1,500 PSI 1,250 PSI 1,200 PSI Fv (SHEAR) 175 PSI 175 PSI 175 PSI Fc (COMPRESSION) 1,650 PSI 1,600 PSI 1,550 PSI Ft (TENSION) 825 PSI 725 PSI 650 PSI E 1,600,000 PSI 1,600,000 PSI 1,600,000 PSI 2X10 TIMBER (2" TO 4") X12 TIMBER Fb (BENDING) 1,050 PSI 975 PSI Fv (SHEAR) 175 PSI 175 PSI Fc (COMPRESSION) 1,500 PSI 1,450 PSI Ft (TENSION) 575 PSI 550 PSI E 1,600,000 PSI 1,600,000 PSI 3. ALL LUMBER SHALL BE FACTORY MARKED WITH GRADE STAMP OF INSPECTION AGENCY, SHOWING COMPLIANCE WITH GRADING RULE REQUIREMENTS. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL COMPLY WITH THE FOLLOWING CODES AND STANDARDS: *AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES." *AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" INCLUDING "COMMENTARY" AND SUPPLEMENTS THERETO AS ISSUED. *AISC "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS." *AMERICAN WELDING SOCIETY (AWS) D1.1 "STRUCTURAL WELDING CODE -STEEL." *ASTM A 6 "GENERAL REQUIREMENTS FOR DELIVERY OF ROLLED STEEL PLATES, SHAPES, SHEET PILING AND BARS FOR STRUCTURAL USE." 2. ALL STRUCTURAL STEEL SHAPES AND FASTENERS SHALL CONFORM TO THE FOLLOWING STANDARDS: *WIDE -FLANGE SHAPES ASTM A 992 *CHANNELS, ANGLES PLATES & BARS ASTM A 36 *MISCELLANEOUS, PLATES AND BARS ASTM A 36 *STEEL TUBING ASTM A 500 GRADE B *STEEL PIPING ASTM A 53, GRADE B *ANCHOR BOLTS ASTM A 307 *HIGH-STRENGTH BOLTS ASTM A 325, 3/4" DIA. ELECTRODES FOR WELDING SHALL COMPLY WITH AWS CODE GALVANIZED STRUCTURAL STEEL a. STRUCTURAL SHAPES AND RODS ASTM A123. b. BOLTS, FASTENERS AND HARDWARE ASTM A153. ALL STRUCTURAL STEEL NOTED ON THE DRAWINGS AS STAINLESS STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 40,000, PSI AND SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: a. STRUCTURAL BARS, ROUNDS, AND HOT ROLLED SHAPES ASTM A276. b. HIGH STRENGTH BOLTING MATERIAL ASTM A193. c. HIGH STRENGTH NUTS ASTM Al 94. 3. ALL BOLTED CONNECTIONS SHALL USE ASTM A-325 BOLTS (N OR X). ALL HEADED SHEAR STUDS SHALL CONFORM TO ASTM A 108, GRADE 1015 OR 1020, COLD FINISHED CARBON STEEL. ALL BASE PLATE ANCHOR BOLTS SHALL BE ASTM A307 AND A MINIMUM 3/4" DIAMETER UNLESS NOTED OTHERWISE. 4. ALL WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE, AWS D1.1, LATEST EDITION, OF THE AMERICAN WELDING SOCIETY. ELECTRODES SHALL BE E70XX FOR MANUAL ARC WELDING AND F7X-EXXX FOR SUBMERGED ARC WELDING. ALL WELDING WORK MUST BE PERFORMED BY WELDERS WHO HAVE SUCCESSFULLY PASSED AWS QUALIFICATION TESTS. 5. CUTS, HOLES AND COPING, ETC. REQUIRED FOR OTHER TRADES SHALL BE SHOWN ON THE SHOP DRAWING AND MADE IN THE SHOP. CUTS OR BURNING OF HOLES IN STRUCTURAL STEEL IN THE FIELD WILL NOT BE PERMITTED. 6. BEFORE PAINTING, ALL STRUCTURAL STEEL MUST BE FREE OF RUST, LOOSE MILL SCALE AND SPATTER, SLAG OR FLUX DEPOSITS. 7. ALL STRUCTURAL STEEL WORK, EXCEPT PORTIONS OF MEMBERS TO BE WELDED, FIREPROOFED OR HAVE SLIP CRITICAL CONNECTIONS, SHALL BE SHOP PAINTED WITH PAINT CONFORMING TO STEEL STRUCTURES PAINTING COUNCIL (SSPC) PAINT 13. APPLY PRIME PAINT ACCORDING TO SSPC PAINT SYSTEM GUIDE NO. 7.00 CLEAN STEEL FREE OF LOOSE SCALE, RUST, OIL AND GREASE. ADDITIONAL AREAS SHALL BE FIELD PAINTED AFTER WELDING. 8. FIELD CORRECTIONS TO MAIN STRUCTURAL MEMBERS SHALL BE MADE ONLY WITH THE APPROVAL OF THE ENGINEER. 9. BEAMS AND GIRDERS SHALL BE CAMBERED AS SHOWN ON THE STRUCTURAL DRAWINGS. CAMBER INDICATED IS THE FINAL FIELD CAMBER, INCLUDING ALL MILL TOLERANCES, AND SHOULD NOT BE EXCEEDED. 10. LEVELING GROUT SHALL BE NON -SHRINK, NON-METALLIC TYPE, FACTORY PRE -MIXED GROUT TESTED IN ACCORDANCE WITH CE -CRD -C621 OR ASTM C109, WITH fc OF NOT LESS THAN 5000 PSI. 11. ALL STRUCTURAL STEEL FRAMES SHALL BE SECURELY BRACED UNTIL ALL FLOOR SLABS, ROOF DECKS AND SHEAR WALLS HAVE BEEN INSTALLED AND BECOME CAPABLE OF STABILIZING THE FRAMES. 12. CONTRACTOR SHALL SUBMIT TO ENGINEER FOR APPROVAL, SHOP DRAWINGS REVIEWED BY THE GENERAL CONTRACTOR PRIOR TO FABRICATION. 13. BOLT AND WELD TESTING: a. ALL SHOP AND FIELD BOLTS SHALL BE TESTED PER AISC REQUIREMENTS. SEE AISC DESIGN GUIDE 17 FOR ALL SNUG TIGHT CONNECTION REQUIREMENTS. b. ALL WELDS SHOULD BE VISUALLY INSPECTED. c. TEN PERCENT OF ALL WELDS AT BEAM AND GIRDER SHEAR CONNECTIONS SHALL BE RANDOMLY INSPECTED BY MAGNETIC PARTICLE METHOD, COMPLYING WITH ASTM E109, PERFORMED ON ROOT PASS AND ON FINISHED WELD. d. ONE HUNDRED PERCENT OF FULL PENETRATION WELDS SHALL HAVE ULTRASONIC INSPECTION, COMPLYING WITH ASTM E164. e. ONE HUNDRED PERCENT OF WELDS IN BEAM AND COLUMN MOMENT CONNECTIONS SHALL HAVE ULTRASONIC INSPECTION, COMPLYING WITH ASTM E164. cph www.cphcorp.com A Full Service AAEFirm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas ui -, 4. p W Lo _ Otz ( G (� to 3 �+1>I a .. y >: 3 -1.19 o� ai Z ca i ce, . N E 0 V Q CA Plans Prepared By. CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Llc. No. AA2600926 Lndscp. Llc. No. LC0000298 E N -o U m Q L co Q C C o w r Sheet No. S4.0 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION AIR HANDLING UNIT SCHEDULE PLAN MARK MODEL NUMBER TONNAGE COOLING PERFORMANCE OUTDOOR AIR TEMPERATURE (95'F) ELECTRICAL/ELECTRIC HEAT DATA SUPPLY FAN NOTES GROSS COOLING CAPACITY(MBH) PLAN MARK MODEL NUMBER TONNAGE UNIT WEIGHT (LBS) NOTES GROSS ARI RATED SOUND TOTAL SEER ENTERING TOTAL SENSIBLE HEATING OUTSIDE VOLTS/ SUPPLY OUTSIDE BAROMETRIC E.S.P. AIR FLOW SEER WET BULB COOLING AIR FLOW RATING UNIT (�/WATT) WET BULB COOLING COOLING DATA (KW) MCA/MOCP PHASE/HZ AIRFLOW AIRFLOW RELIEF(IN. OF 1,2 CU -1 24ABB36OA005 5 59 CAPACTTY(MBH) (CFM) NUMBER(db) POWER 59 TEMPERATURE('F) CAPACITY(MBH) (MBH) 208/3 /60 198 1,2 (CFM) (CFM) (CFM) WG,) 208/30/60 2000 450 240 458 1,2,3,4,5 168 5 150 OPTIONS AND ACCESSORIES 140 '118 RESTROOM KW 1362 1 0.00 150 (EXH.) 0 0 LEAVING AIR TEMPERATURE 0 AHU-1 CARRIER 140RUAA12T2A5-0A0A01 10 118 4000 - 2.4 HP 13 65.9 1 90.8 10 34.9/35 208 3PH 60HZ / / 4000 850 - 0.84 425 1,2 NOTE: 1. CONTRACTOR TO PROVIDE LOW AMBIENT KIT. 2. CONTRACTOR TO VERIFY NEED FOR LONG LINE KIT. CONDENSING UNIT SCHEDULE PLAN MARK MODEL NUMBER TONNAGE COOLING PERFORMANCE OUTDOOR AIR TEMPERATURE (95'F) ELECTRICAL/ELECTRIC HEAT DATA UNIT WEIGHT (LBS) NOTES GROSS COOLING CAPACITY(MBH) SOUND RATING NUMBER(db) TOTAL UNIT POWER SEER (BTU/WATT) ENTERING WET BULB TEMPERATURE('F) TOTAL COOLING CAPACITY(MBH) SENSIBLE COOLING (MBH) BLOWER DRIVE TYPE MCA/MOCP VOLTS/ PHASE/HZ SENSIBLE HEATING BAROMETRIC RELIEF KIT SUPPLY OUTSIDE BAROMETRIC (CFM) 387 EXTERNAL STATIC PRESSURE COOLING AIR FLOW SEER WET BULB COOLING CU -1 24ABB36OA005 5 59 78 1/4 HP 13 76 59 45.4 DIRECT 21.4/30 208/3 /60 198 1,2 CU -1 24ABB36OA005 5 59 78 1/4 HP 13 76 59 45.4 DIRECT 21.4/30 208/3 /60 198 1,2 NOTE: 1. CONTRACTOR TO PROVIDE LOW AMBIENT KIT. 2. CONTRACTOR TO VERIFY NEED FOR LONG LINE KIT. RTU SCHEDULE VENT"TION CALCULATION: PER FBC MECH 403.3 V-RpPz+RaAz EQUIPMENT SCHEDULE 1. COOLNG PERFORMANCE OUTDOOR AIR TEMP (95'F) ELECTRICAL/HEAT DATA SUPPLY FAN PROVIDE MOTORIZED PLAN MARK MODEL NUMBER TONNAGE WEIGHT NOTES GROSS ARI RATED SECONDARY ENTERING SENSIBLE HEATING BAROMETRIC RELIEF KIT SUPPLY OUTSIDE BAROMETRIC (CFM) 387 EXTERNAL STATIC PRESSURE COOLING AIR FLOW SEER WET BULB COOLING DATA (KW) MCA/MOCP VOLTS/PHASE/Hz AIRFLOW AIRFLOW RELIEF 0.06 12 0 0 CONDENSATE DRAIN CAPACITY(MBH) (CFM) VESTIBULE TEMP ('F) CAPACITY(MBH) 1 0.06 39 (CFM) (CFM) 9 7 35 RTU -1 RTU -2 CARRIER 50VL-B60 --- 5 5.0 57.68 2000 14.2 65.9 46.42 7.5 35.5/40 208/30/60 2000 450 240 458 1,2,3,4,5 NOTE: VENT"TION CALCULATION: PER FBC MECH 403.3 V-RpPz+RaAz EQUIPMENT SCHEDULE 1. PROVIDE HORIZONTAL DISCHARGE RTU 2. PROVIDE MOTORIZED FRESH AIR DAMPER 3. PROVIDE THERMOSTAT AND REMOTE TEMPERATURE SENSOR 4. PROVIDE SECONDARY DRAIN PROTECTION WITH A FLOAT SWITCH IN DRAIN PAN PER FMC 307.2.3 5. PROVIDE BAROMETRIC RELIEF KIT L0 M 0 ci L0 C) N N 4 MECHANICAL ABBREVIATION VENT"TION CALCULATION: PER FBC MECH 403.3 V-RpPz+RaAz EQUIPMENT SCHEDULE SPACE Ceiling Exhaust Fan AREA, S.F. (Az) CFM/S.F. (Ra) CFM REQ'D CFM/PERSON (Rp) PEOPLE/1000 S.F. No. OF PEOPLE (Pz) CFM REQ'D CLASSROOM EX 3250 Total SP 0.12 390 5 35 ENTERING 114 570 OFFICE (CFM) 387 EXTERNAL STATIC PRESSURE 0.06 23 5 5 Encl: 2 10 STORAGE CAP 206 FA 0.06 12 0 0 CONDENSATE DRAIN 0 0 VESTIBULE PRESSURE DROP 664 1 0.06 39 5 10 9 7 35 CORRIDOR 625 408 NA 0.06 24 0 0 RETURN AIR 0 0 AUDITORIUM HORSEPOWER 2798 REFRIGERANT 0.06 168 5 150 OPTIONS AND ACCESSORIES 140 700 RESTROOM KW 1362 1 0.00 150 (EXH.) 0 0 LEAVING AIR TEMPERATURE 0 0 Polypropylene Wheel Material DOWN LAT LATENT Energy Star Rated SUPPLY AIR DO DIGITAL OUTPUT TOTAL LOUVERED DOOR SD SUPPLY DIFFUSER 657 ENTERING AIR TEMPERATURE LRA LOCKED ROTOR AMPS 1315 TOTAL 0/A REQ'D 1972 CFM. TOTAL CFM PROVIDED = 2000 CFM BUILDING PRESSURE: 2000 CFM - CFM (BAROMETRIC RELEIF) CFM / SF POSITIVE BUILDING PRESSURE 150 CFM (EXHAUST FAN) = CFM LVG LEAVING L0 M 0 ci L0 C) N N 4 MECHANICAL ABBREVIATION AC EQUIPMENT SCHEDULE EG Ceiling Exhaust Fan MBH 1000xBTU MARK: EF -1 Qty Greenheck Volume ExtemalSFOperating FRPM AFG Weight EX Motor Information Total SP MISCELLANEOUS AHU AIR HANDLING UNIT ENT ENTERING NTS NOT TO SCALE Model (CFM) (in wg) EXTERNAL STATIC PRESSURE Power (hp) (Lb.) Size h (P) V/C/P Encl: Motor RPM Windings g FLA CAP CAPACITY FA 0 OC ON CENTER CD CONDENSATE DRAIN FACP FIRE ALARM CONTROL PANEL PD PRESSURE DROP CFM 1 SP -650 50625 PH NA 9 NA 115/60/1 OP 625 1 NA 0 FLA FULL LOAD AMPACITY RA RETURN AIR CU CONDENSING UNIT HP HORSEPOWER REF REFRIGERANT DB DRY BULB HZ HERTZ OPTIONS AND ACCESSORIES RETURN GRILLE UL/cUL 507 Listed - Electric Fan DOOR GRILLE KW KILOWATT Designer Grille RUNNING LOAD AMPS DI DIGITAL INPUT Round Duct Connection LEAVING AIR TEMPERATURE RTU ROOFTOP A/C UNIT Polypropylene Wheel Material DOWN LAT LATENT Energy Star Rated SUPPLY AIR DO DIGITAL OUTPUT L0 M 0 ci L0 C) N N 4 MECHANICAL ABBREVIATION AC AIR CONDITIONING EG EXHAUST GRILLE MBH 1000xBTU AFF ABOVE FINISHED FLOOR ELEC ELECTRICAL MCA MINIMUM CIRCUIT AMPACITY AFG ABOVE GRADE EX EXHAUST MISC MISCELLANEOUS AHU AIR HANDLING UNIT ENT ENTERING NTS NOT TO SCALE BOD BOTTOM OF DUCT ESP EXTERNAL STATIC PRESSURE OA OUTSIDE AIR BTU BRITISH THERMAL UNIT F FAHRENHEIT OAL OUTSIDE AIR LOUVER CAP CAPACITY FA FILTER ACCESS OC ON CENTER CD CONDENSATE DRAIN FACP FIRE ALARM CONTROL PANEL PD PRESSURE DROP CFM CUBIC FEET PER MINUTE FCD FLOW CONTROL DAMPER PH PHASE CMU CONCRETE MASONRY UNIT FD FIRE DAMPER PVC POLYVINYLCHLORIDE CONN CONNECTION FLA FULL LOAD AMPACITY RA RETURN AIR CU CONDENSING UNIT HP HORSEPOWER REF REFRIGERANT DB DRY BULB HZ HERTZ RG RETURN GRILLE DG DOOR GRILLE KW KILOWATT RLA RUNNING LOAD AMPS DI DIGITAL INPUT LAT LEAVING AIR TEMPERATURE RTU ROOFTOP A/C UNIT DN DOWN LAT LATENT SA SUPPLY AIR DO DIGITAL OUTPUT LD LOUVERED DOOR SD SUPPLY DIFFUSER EAT ENTERING AIR TEMPERATURE LRA LOCKED ROTOR AMPS FS FIRE STAT EER ENERGY EFFICIENCY RATIO LVG LEAVING SG SUPPLY GRILLE EF EXHAUST FAN MAX MAXIMUM SEN SENSIBLE ALL ABBREVIATIONS INDICATED ON THIS LIST MAY NOT NECESSARILY APPLY TO THIS PROJECT. MECHANICAL GENERAL NOTES 1. THE INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. 2. ALL SUPPLY AND RETURN DUCTWORK MAY BE R6 INSULATED ANTIMICROBIAL DUCTBOARD OR EXTERNALLY INSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. INSULATION SHALL HAVE AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0. ALL EXHAUST DUCTWORK SHALL BE UNINSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. ALL JOINTS SHALL BE SECURELY TAPED WITH 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL. FLEXIBLE DUCTS: EITHER SPIRAL ROUND SPRING STEEL WITH FLAMEPROOF VINYL SHEATHING, OR CORRUGATED ALUMINUM. COMPLY WITH UL 181. PROVIDE 1" THICK CONTINUOUS FLEXIBLE FIBERGLASS SHEATH WITH VINYL VAPOR BARRIER JACKET. 3. DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH FL BUILDING CODE. 4. OUTSIDE AIR INTAKE SHALL MAINTAIN A MINIMUM OF 10'-0" FROM ANY EXHAUST OR SANITARY VENT THROUGH ROOF PIPING. 5. PROVIDE ALL AIR-CONDITIONING UNITS WITH MANUFACTURERS RECOMMENDED SERVICE AREA CLEARANCES AND ELECTRICAL CONVENIENCE OUTLETS. 6. ALL TRANSFER DUCTWORK LEADING TO REST ROOMS (IF USED) SHALL HAVE A ZERO LEAKAGE BACK DRAFT DAMPER AS SHOWN ON THE MECHANICAL DRAWINGS. 7. ALL AIR HANDLING UNITS TO HAVE SMOKE DETECTORS IF REQUIRED BY CODE. DETECTORS SHALL SHUT DOWN UNIT UPON ACTIVATION. SEE NOTE 113 FOR FURTHER DETAILS. 8. IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. HVAC CONTRACTOR IS RESPONSIBLE FOR ANY ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT. 9. DUCTWORK INSULATION SHALL BE 1-1/2" FOIL FACED FIBERGLASS DUCT WRAP. 10. COORDINATE AIR DISTRIBUTION DEVICE LOCATIONS WITH LIGHTING FIXTURES, SPRINKLER HEADS, AND SPEAKERS. 11. TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER FIG. 2-5 OF THE SMACNA MANUAL. 12. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. 13. SMOKE DETECTOR(S) SHALL BE INSTALLED IN AIR SYSTEMS WITH A DESIGN CAPACITY GREATER THAN 2000 CFM IN THE SUPPLY (AND RETURN AIR, IF REQUIRED BY CODE) DUCTWORK PRIOR TO MIXING WITH OUTSIDE AIR. FURTHERMORE, WHERE MULTIPLE AIR SYSTEMS SHARE COMMON SUPPLY OR RETURN AIR DUCTS OR PLENUMS WITH A COMBINED DESIGN CAPACITY GREATER THAN 2000 CFM, THE RETURN AIR AND SUPPLY AIR SYSTEM SHALL BE PROVIDED WITH SMOKE DETECTORS. IF THE BUILDING IS PROVIDED WITH A FULL FIRE ALARM SYSTEM, THE SMOKE DETECTOR(S) SHALL BE WIRED TO STOP THE FAN UPON DETECTION OF SMOKE, AND SIGNAL THE BUILDING FIRE ALARM CONTROL PANEL PER NFPA 72. IF THE BUILDING IS NOT PROVIDED WITH FULL FIRE ALARM SYSTEM, THE SMOKE DETECTOR(S) SHALL STOP THE FAN AND CAUSE A VISIBLE AND AUDIBLE ALARM SIGNAL IN A NORMALLY OCCUPIED AREA PER NFPA 90A. THE SMOKE DETECTOR(S) SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR, WIRED BY THE ELECTRICAL OR FIRE ALARM CONTRACTOR, AND SHALL BE CONNECTED TO FIRE ALARM SYSTEM IN ACCORDANCE WITH REQUIREMENTS OF NEPA 72 NATIONAL FIRE ALARM CODE. 14. ALL SUPPLY AIR DIFFUSERS SHALL BE 4 -WAY DIRECTIONAL THROW UNLESS OTHERWISE NOTED. 15. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH RAIN LEADERS, WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. 16. CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS. INSTALLATION OF THE EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS FOR SERVICING OF EQUIPMENT. 17. VERIFY SERVICE VOLTAGE WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING EQUIPMENT. 18. PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT THE AHU UNIT. SLOPE CONDENSATE LINES 1/8" PER FOOT. CONDENSATE LINES SHALL BE PVC SCH. 40. ALL CONDENSATE DRAIN PIPING SHALL BE PROPERLY SUPPORTED. 19. ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE "FLORIDA BUILDING CODE 2010". 20. GUARANTEE; FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER, ALL EQUIPMENT, MATERIALS AND WORKMANSHIP TO BE FREE FROM ANY DEFECTS. 21. DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR ARCHITECT. ARRANGE FOR REPAIRS REQUIRED TO RESTORE OTHER WORK, BECAUSE OF DAMAGE CAUSED AS A RESULT OF MECHANICAL INSTALLATIONS. 22. FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 12'-0". FLEXIBLE DUCT SHALL BE THERMAFLEX TYPE M -KA OR EQUAL, AND BE UL LISTED AND COMPLY WITH NFPA STANDARD NO. 90A. 23. ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS REPRESENTATIVE IN THE FIELD. 24. ALL UNITS SHALL BE BALANCED TO WITHIN 10 PERCENT OF THE DESIGN AIR QUANTITY. BALANCE DIFFUSERS AND REGISTERS TO WITHIN 109E OF QUANTITIES SHOWN ON DRAWINGS. 25. PROVIDE FLEXIBLE NEOPRENE DUCT CONNECTORS ON THE DISCHARGE AND ENTERING SIDES OF ALL VIBRATING EQUIPMENT TO WHICH DUCTWORK IS ATTACHED. 26. CONTRACTOR SHALL PROVIDE A COPY OF A TEST AND BALANCE REPORT. AIR BALANCING SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND BALANCING CONTRACTOR WHICH SHALL BE QUALIFIED AND CERTIFIED BY EITHER ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). THIS REPORT MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO THE FINAL INSPECTION. 27. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUITS, SMALL WATER LINES ETC. 28. WHEN THE INTENT OF ARCHITECT/ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. 29. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF/HERSELF WITH THE PLANS. MECHANICAL NOTES 1. AIR CONDITIONING UNITS ARE BASED ON ARI STANDARD CONDITIONS OF 80'F DB, 67' WB, INDOOR ENTERING AIR TEMPERATURE AND 95' DB ENTERING AIR OUTDOOR DESIGN. 2. PROVIDE WITH MOTORIZED AIR DAMPERS, FILTERS AND PROTECTION AGAINST COMPRESSOR SHORT CYCLING. 3. PROVIDE SYSTEMS WITH WALL MOUNTED 7 -DAY PROGRAMMABLE THERMOSTAT AND SUB -BASE, SENSORS, AND WALL MOUNTED REMOTE TEMPERATURE SENSOR. 4. PROVIDE CONDENSATE DRAIN "P" TRAP MINIMUM 2-1/2" DEEP, OR TWICE THE TOTAL STATIC PRESSURE, WHICHEVER IS GREATER. PROVIDE CODE COMPLIANT OVERFLOW SHUT-OFF SENSOR AND SWITCH. 5. PROVIDE COORDINATION ON EXACT DIMENSIONS OF MANUFACTURER'S RECOMMENDED CLEARANCES AROUND UNIT. 6. ALL COILS SHALL HAVE COPPER TUBES AND ALUMINUM FINS. 7. COMPRESSOR SHALL HAVE A MINIMUM 5 -YEAR WARRANTY ALL OTHER EQUIPMENT SHALL HAVE MINIMUM 1 YEAR WARRANTY. 8. PROVIDE SINGLE POINT POWER CONNECTION, AND DUPLEX-GFI ELECTRICAL CONVENIENCE OUTLET WITHIN 25 FT. 9. PROVIDE ONE SET OF ADDITIONAL AIR FILTERS. 10. MUST MEET THE LATEST MINIMUM EER'S & SEER'S AS INDICATED BY EFFICIENCY CODE REQUIREMENTS. 11. PROVIDE DUCT MOUNTED SMOKE DETECTORS WITH REMOTE INDICATING RESET AND AUDIO VISUAL ALARM INDICATOR. www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices In: • Florida • Puerto Rico • Connecticut •Maryland 0 W Lu ❑ fe uj U aLLJ L0 1 O N M p p O U c > o 3 ❑ 214i Z ;.. N : t ❑. c6 p �!DU!Q Plans Prepared By. CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000293 lv Z O 07 Q~ LU >O LU Z Ix M Q A M Qw of E _j Z W V p U' Q a M Ca M WLU 0 c W � Q J 0 = U Lu Q U W U LU Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION N C=> 1/2' CH/ (TYPICAL) 4" MINI GROUND MOUNTED 6x6-W1.4xW1.4 WWM le- x SEE PLAN FOR SLAB THICKNESS AND LOCATION. x x EQ. P 4" MIN. ANCHOR UNIT TO CONC. SLAB W/ 1/2" ANCHOR BOLTS x FINISHED GRADE "VAPOR BARRIER COMPACTED FILL eaEQUIPMENT PAD DETAIL SCALE: N.T.S. GRADENEENAH MODEL R -1691-B 7 CAST IRON MANHOLE COVER AND FRAME SIZED FOR PIPE END. LABEL COVER "HVAC DRYWELL". GROUT AT INLET -7 _TK A/C CONDENSATE PIPE-' PITCH 1/8" PER FOOT TERMINATE CONDENSATE 3" ABOVE WASHED ROCK. CUT PIPE AT 45. 24"x48" CONCRETE PIPE FILL PIPE WITH 36" OF 3/4" MINIMUM DIAMETER WASHED ROCK 7 DRYWELL DETAIL M02 CALE. N.T.S. It SIZE PER PLAN HOODED WALL CAP. WITH BUILT IN BIRD SCREEN AND DAMPER. (GREENHECK MODEL WC OR EQUAL) SEAL INSULATION JOINTS AND BREAKS IN VAPOR BARRIER WITH GLASS FABRIC AND MASTIC (NO TAPE ALLOWED) - DRAWBAND ON OUTSIDE OF INSULATION AROUND JACKET - DRAWBAND ON FLEXIBLE DUCT (INNER SLEEVE) -INSULATION AND JACKET /--FLEXIBLE DUCT / BUTTERFLY DAMPER WITH LOCKING QUADRANT OPERATOR G V Y ALL CAP DETAIL BELLMOUTH FITTING WATER BASE DUCT SEALER BETWEEN FLEXIBLE DUCT AND M0.2 ?X SCALE: N.T.S. INSULATION AS SPECIFIED SHEETMETAL DUCT (APPLY SEALER TO BOTH SHEETMETAL AND INSIDE OF FLEX PRIOR TO ASSEMBLY) NOTES: VERLAP FULL DISTANCE OF NECK SIDE TAKE -OFF FITTING -EQUAL 1. TYPICAL FOR: LOW PRESSURE AND HIGH PRESSURE TO FLEXMASTER STO (22 GA. MIN.) CONNECTION TO MAIN DUCT, FAN TERMINAL UNITS, VARIABLE .25 D AIR VOLUME UNITS, AND DIFFUSERS. /r -RECTANGULAR DUCT //-ROUND DUCT 2. DRAWBANDS SHALL BE EQUIVALENT TO PANDUIT PLT -H. MAX. 15'ti TRANSITION No TO 3 FLEXIBLE DUCT TERMINATION J M0.2 SCALE: N.T.S. N�VGLUME DAMPER U' o: CL a. cn CONICAL FITTING WITH LOCKING TYPE VOLUME DAMPER. DAMPER AND DAMPER STAND-OFF EQUAL TO CROWN PRODUCTS COMPANY MODEL 3200 -DS. FLEX DUCT OR ROUND SHEET METAL DUCT. FLEX DUCT MAX. 8'-0” LONG, USE CLAMP TO ATTACH FLEX DUCTS AND SEAL AS PER SPECIFICATIONS, SUPPORT FLEX DUCT EVERY 3'-0" FROM STRUCTURE. s SUPPLY BRANCH DUCT DETAIL Mo zSCALE: N.T.S. UPPER ATTACHMENT PER SMACNA MAXIMUM D/8 OFFSET ALLOWED IN LAST D INCHES TO DEVICE WHERE D IS THE INTERNAL FLEX DIAMETER NECK SIZE TO MATCH FLEX DUCT SIZE INDICATED CEIUNG (T -BAR SHOWN) GYPSUM BOARD SIMILAR ROUND SPIN -IN COLLAR MOUNT IN SIDE OF DUCT UNLESS SPECIFICALLY SHOWN OTHERWISE ADJUSTABLE CLAMP MAX. SAG h' PER FOOT BETWEEN SUPPORT POINTS 0 SEE NOTE 3 ADJUSTABLE CLAMP STAINLESS STEEL DUCT SEALER INSULATE TOP PANEL OF LAY -IN DIFFUSER AIR DISTRIBUTION DEVICE, SEE SCHEDULE. LAY -IN SHOWN - SURFACE MOUNT SIMILAR DUCT SEALER AT SPIN COLLAR CONNECTION TO MAIN SUPPLY DUCT SIZE AS SHOWN ON PLANS VOLUME DAMPER WITH LOCKING QUADRANT AND 2" STANDOFF PROVIDE CEIUNG ACCESS PANEL FOR DAMPER ACCESS IN NON -ACCESSIBLE CEIUNGS NOTES 1. FLEXIBLE DUCTS SHALL BE ONE-PIECE AND SHALL NOT BE SPLICED TOGETHER. 2. EXTEND FLEXIBLE DUCT INSULATION TO DUCT/DIFFUSER PANEL INSULATION AND SEAL WITH MASTIC. 3. MINIMUM 1-1/2" WIDE 22 GAUGE GALVANIZED STRAP HANGER WITH HEMMED EDGES PER SMACNA FIGURE 3-10. 4. FLEXIBLE AIR DUCT SHALL BE FULLY EXTENDED AND NO COMPRESSED WITH ELBOW RADIUS NO LESS THAN R/D=1.0. a FLEXIBLE DUCT DETAIL M0.2SCALE: N.T.S. SLOPE TO DRAIN e� 4" MIN 4" MIN. LINE SIZE EQUAL TO DRAIN PAN CONNECTION ROUTE AS INDICATED ON DRAWINGS. COOLING COIL THREAD CAP WITH 1 8" HOLE DRILLED IN TOP UNION DEEP SEAL P -TRAP DRAIN PAN eCONDENSATE DRAIN /,2 SCALE: N.T.S. AHU WITH 3/4" ARMAFLEX INSULATION. CONDENSER (CU) MOUNT CONDENSING UNIT TO CONCRETE SLAB WITH (2) 3/8" DIAMETER EXPANSION BOLTS, HILTI KWIK BOLT III OR EQUAL. MINIMUM 4" EMBEDMENT. USE MANUFACTURER PROVIDED KNOCKOUT LOCATIONS. DESIGN WIND SPEED 135 MPH 4" CONCRETE SLAB OUTSIDE ON GRADE i CONDENSING UNIT MOUNTING M0.2 SCALE: N.T.S. PzLjAR www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices In: • Florida • Puerto Rico • Connecticut • Mand • T as `�ttt�ll UjI rn *`= w U-) -;.- 0Fw c~n 'L'li'•.,••• ••.•. •.... W '�,,��p X1`'1„Cllr,, �tw Z �o v o w �n 0 N?� 0 o O U E Z N a a 06 (D cc C0 r- 0- 0 c w 0 c Y v o, 2 N o Z O; U Cl) O Q i CO 0 j-5 Plans P pared By CPI, Inc. 500 West Fulton St. Sanford, F1.32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Z J 0 o E Z N v Q a 06 (D cc C0 r- 0- 0 c w 0 Z H Cl) X LU Sheet No. M0.2 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION I to IR co 0 0 N T N GENERAL PLAN NOTES 'Cowe 1. ALL EXISTING SUPPLY AND RETURN DUCTWORK SHALL VVVNW•C hC01• C0117 BE DEMO ED BY MECHANICAL CONTRACTOR. EXISTING P P• SUPPLY AND RETURN DUCTWORK SHALL NOT BE A Full Service REUSED. A & E Firm Architects Engineers Environmental Landscape Architects GENERAL PLAN NOTES: Planners Structural 1❑ NEW RTU. MECHANICAL CONTRACTOR SHALL PROVIDE Surveyors CONCRETE EQUIPMENT PAD. SEE DETAIL 8/M0.2. PROVIDE Traffic / Transportation 2" MERV 8 FILTER. Offices In: 0 ALL DUCTWORK IN CRAWL SPACE SHALL BE GALVANIZED • Florida SHEET METAL WITH R6 INTERNAL INSULATION WITH ANTIBACTERIAL LINING. METAL FLEX DUCT SHALL BE 1 • Puerto Rico APPROVED FOR GRILLE CONNECTIONS BUT SHALL NOT . Conn ticut EXTEND MORE THAN 5 FEET. ANY METAL FLEX DUCT EXPOSED IN THE CRAWL SPACE SHALL BE WRAPPED AND • Ma and WEATHER SEALED WITH R6 INSULATION TIGHT TO THE FLOOR PENETRATION. ALL DUCTWORK SHALL BE 11iMT s SUPPORTED WITH GALVANIZED METAL STRAPS SECURED TO ���� * 2� WOODEN FLOOR JOISTS. ��, �' ,.•••• ��i ui AJ • .,. �3 NEW CONDENSING UNIT. MECHANICAL CONTRACTOR SHALL e 0� PROVIDE CONCRETE EQUIPMENT PAD. SEE DETAIL 8/M0.2 ; z ; w W LO * �" �4 CONTRACTOR TO PROVIDE NEW FLOOR MOUNTED GRILLE .v TO MATCH EXISTING IN STYLE AND COLOR. GRILL SHALL ':� Z ., BE COMPLETE WITH FACE ADJUSTABLE OPPOSED BLADE'L DAMPER. CONNECT TO DUCTWORK AS INDICATED. PROVIDE PROF `1 TRANSITION AS REQUIRED. iii►►►► * �% Eil NEW DRYWELL. SEE DETAIL 7/M0.2 © CONTRACTOR TO PROVIDE NEW FLOOR MOUNTED FILTER RETURN GRILLE(1" MERV 4 TO CATCH DIRT AND OBJECTS) TO MATCH EXISTING IN STYLE AND COLOR. GRILLE SHALL BE COMPLETE WITH FACE ADJUSTABLE OPPOSED BLADE DAMPER. CONNECT TO DUCTWORK AS INDICATED. PROVIDE TRANSITION AS REQUIRED. 7❑ CONTRACTOR TO PROVIDE. EXHAUST FAN IN SIDE WALL, Z MOUNT JUST BELOW CEILING, AND ROUTE GALVANIZED O DUCT DOWN IN WALL TO EXIT AT HORIZONTAL BACK r - DRAFT DAMPER AND GRILL INTO CRAWL SPACE BELOW. z g O 0 Wo Ce v 0 Pians Prepared By CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Qz J J Q U_ z Q 2 U LU C O O LL /YJ w LL Sheet No. M1.0 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Lr') 0 Q U N O � M r` O p O W ( LO a 0 Q i N m o o Q o v ............ __ >+ N 0) ! O a CY 3 O �; Lca.; 6 iz (D L L C. U Ri Pians Prepared By CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Qz J J Q U_ z Q 2 U LU C O O LL /YJ w LL Sheet No. M1.0 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Lr') 0 Q a to tp M 0 LO a N r N GENERAL PLAN NOTES jj h] -. - (,._ 1. ALL EXISTING SUPPLY AND RETURN DUCTWORK SHALL www.0 hcor com C J �`�� ` 3� SUPPLY AND RETURNBE DEMO'ED BY DUCTWORK ANICAL SHALL NOT EXISTING P P• r � REUSED. RE -UNE THE AHU PLENUM RETURN BOX. A Full Service A & E Firm i 2. NEW DUCTWORK SHAD_ BE CONSTRUCTED FROM R6 Architects DUCTBOARD. FLEX DUCT IS PERMITTED BUT SHALL BE 1 LIMITED TO 10'-0" AND MUST BE FULLY SUPPORTED Engineers Environmental TO PREVENT KINKS. Landscape Architects M/E/P Planners Structural GENERAL PLAN NOTES ST affic /S Transportation I1 NEW AIR HANDLER WITH 2" MERV 8 FILTER BOX. Offices in: ❑CONNECT SUPPLY/RETURN• Florida � DUCT TO EXISTING CEILING .puerto Rico MOUNTED GRILLE. MECHANICAL CONTRACTOR TO PROVIDE RECTANGULAR TO ROUND TRANSITION AS REQUIRED. • Connecticut i SECOND FLOOR MECHANICAL PLAN N �3 MECHANICAL CONTRACTOR SHALL SEAL ALL OPENINGS IN CLOSET WALL. SEAL OPENING IN CEILING AIR TIGHT AROUND SUPPLY AND RETURN DUCTS. • Maryland l ,�........... D a.. 4 MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL CONDENSATE PUMP FOR NEW AHU-1. ROUTE CONDENSATE .' ,`J ; .•• .. 2, C� �2 ( Z N LINE UP INTO ATTIC SPACE TO NEW INTERIOR CHASE THEN °' DOWN TO NEW DRYWELL. CONCEAL CONDENSATE IN CHASE. ; W U a CONDENSATE LINE SHAD_ BE FULLY INSULATED FROM AHU o TO DRY WELL WITH Y4" ARMAFLEX. SEAL ALL LONGITUDINAL ;� �, Z •; AND BUTT JOINTS. RUN REFRIGERANT UPWALL THROUGH NEW CHASE AND INTOEATTIC SP CEIOR ROUTE REFRIGERANT U 3 >: U�€ LINES TO AHU-1 THROUGH ATTIC SPACE. INSULATE BOTH O Z REFRIGERANT LINES WITH )4'" ARMAFLEX. SEAL ALL N N L Q tl1 fC fI Plans Prepared By CPH, Inc. LONGITUDINAL AND BUTT JOINTS. ❑6 NEW INTERIOR CHASE. ............... F7 INSTALL NEW SIDEWALL RETURN GRILL IN PLENUM WALL. PROVIDE OPPOSED BLADE DAMPER ADJUSTABLE FROM THE FACE OF THE GRILLE. ETERMINATE OUTSIDE AIR INTAKE IN DOWNWARD FACING LOUVER INSTALLED IN SOFFIT. PROVIDE TRANSITIONS AND a LOUVER AS REQUIRED. a z W TERMINATE BAROMETRIC RELIEF IN DOWNWARD FACING LOUVER INSTALLED IN SOFFIT. PROVIDE TRANSITIONS, BACK DRAFT DAMPER, AND LOUVER AS REQUIRED. Ya' ria w O 10 PROVIDE AND INSTALL MOTORIZED FRESH AIR DAMPER AND ACCESS PANEL. INSTALL DAMPER IN OUTSIDE AIR DUCT. INSTALL ACCESS PANEL IN CEILING BELOW DAMPER. o EaC.- 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 z Q J J Q U_ z U LU0 0 LIL 0 z 0 LU U) Sheet No. M1.1 UL NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION ! w l D 0 0E C� �2 ( Z N 3 >: U�€ O Z N N L Q tl1 fC fI Plans Prepared By CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 z Q J J Q U_ z U LU0 0 LIL 0 z 0 LU U) Sheet No. M1.1 UL NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION C= N c.n O 4 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION PLUMBING PLAN NOTES: ❑1 CONTRACTOR SHALL SNAKE EXISTING SANITARY LINE BACK TO SEWER CONNECTION. ENSURE OPERATION OF SANITARY LINE. aCLEAN EXISTING WATERCLOSET, LAVATORY, AND FAUCET TO LIKE NEW CONDITION. PLUMBING CONTRACTOR SHALL RESTORE WATERCLOSET, LAVATORY, AND FAUCET TO WORKING ORDER AND SHALL REPLACE ALL DAMAGED COMPONENTS. ❑3 CONNECT NEW SANITARY LINE TO EXISTING SANITARY LINE AT REAR OF BUILDING. VERIFY LOCATION. ❑4 EXTEND NEW DOMESTIC WATER CONNECTION UNDER -FLOOR IN CRAWL SPACE. CONNECT TO EXISTING DOMESTIC WATER LINE. FULLY INSULATE COLD WATER LINE IF COPPER. NO INSULATION REQUIRED FOR FOR CPVC. EXISTING SANITARY LINE. CONTRACTOR TO VERIFY LOCATION. ©CONTRACTOR SHALL INSPECT ALL EXISTING DOMESTIC COLD WATER UNE FOR LEAKS AND REPLACE ANY DAMAGED OR COMPROMISED PIPE. ❑j INSTALL AIR ADMITTANCE VALVE IN WALL. PLUMBING CONTRACTOR TO SELECT AAV SIZE BASED ON SANITARY LINE SIZE. CONTRACTOR TO PROVIDE AND INSTALL ACCESS DOOR IN WALL TO PROVIDE SERVICE ACCESS TO AAV. ❑8 EXISTING CONNECTION TO SANITARY AND DOMESTIC WATER SERVING EXISTING DRINKING FOUNTAIN. CONNECT NEW HIGH/LO DRINKING TO EXISTING SANITARY AND DOMESTIC WATER LINES. VERIFY LOCATION. F2 PROVIDE TRUE-BRO OR EQUAL ADA -INSULATION KIT UNDER LAV. PLUMBING RISER %-)UI 1LC: IV. I ..7. ro c cph www.cphcorp.com A Full Service A&EFirm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut •I exam LLJ 2' :GAJ.'' O W LO'K }- ' `%•.�'� z q142 ti o LU 1 z 0 r m�- it Plans Prepared By. CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Z Q J M 0 Z C0 J CIL w 0 0 ILL U) w Sheet No. P1.0 EI NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 1 O N �mopIQOU I C i N >O D) Y O U Q p to Plans Prepared By. CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Z Q J M 0 Z C0 J CIL w 0 0 ILL U) w Sheet No. P1.0 EI NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 10 LO 0 co to 01 N N d' PLUMBING PLAN NOTES: gpo 711, MA �1 CONTRACTOR SHALL SNAKE EXISTING SANITARY LINE BACKlvwvvwvw.c hcor comTO SEWER CONNECTION. ENSURE OPERATION OF SANITARYP P• LINE.A Full Service CLEAN EXISTING WATERCLOSET, LAVATORY, AND FAUCET TO A & E Firm LIKE NEW CONDITION. PLUMBING CONTRACTOR SHALL Architects WEngineers WORKING ORDER AND SHALL REPLACE ALL DAMAGED RESTORE WATERCLOSET, LAVATORY, AND FAUCET TO .........,.-_...,.._.................:. _- -- ---...._..---_....------- --- .-.._._..----..._ COMPONENTS. PROVIDE ADA LAV INSULATION KIT. Land Architects Environmental .---- Landscape } - -� --`� __........._.........._-........_, _ .._,,�i.::__ .:":::; CONTRACTOR SHALL INSPECT ALL EXISTING DOMESTIC M / E / P 1_ 3 COLD WATER LINE FOR LEAKS AND REPLACE ANY Planners DAMAGED OR COMPROMISED PIPE. Structural Surveyors MEN'S Traffic / RESTROOM 202 Transportation Offices in: 1 2 3 I • Florida • Puerto Rico • Connecticut _— ... Mart d Uj H7-------- T •CoFes' _.-....._..........-........_.......... O . W to _ : z LO ti'•. 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No. LC0000298 _................................_ _................... .. - Q J Z ).......... _...._... _......_.._......................... --- — ._..._...,...................-,...................._.._... ---_. _ _.......... _ _._................._........._.-..._......_.... _.-....................... �_- �h -... a _ ---- / 1 2 3 Q ' f WOMEN'S O _ RESTROOM Q- O O CL UL O W D Z .__ _ O __.. __ __-.._... __._ ----- __ --- ---- Uj Cn SECOND FLOOR PLUMBING PLAN N P1.1 SCALE: 1/4" =1'-0" Sheet No. NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION m 0 to 0 N N FIRE ALARM SYMBOL LEGEND FFA—C-P-1 FIRE ALARM CONTROL PANEL. EM 4C::P EMERGENCY LIGHT FIXTURE. ® SURFACE WALL OUTLET BOX STROBE. ®D CEILING OUTLET BOX AND SMOKE DETECTOR. UNISEX RESTRM 10FLUSH WALL OUTLET BOX AND MANUAL 03 PULL STATION. — __........C..._ ..................................... i WALL OUTLET BOX AND DUAL HEADS EXIT LIGHT. SINGLE FACE. �.........................�---��__---j' �- �, SINGLE FACE. 1...._ .................. I� � WALL OUTLET BOX AND EXIT LIGHT. �_......................... .... .. TO RAG E .. 104 .......... . .... SD EM �EM ... ..............................._........_.......�- - ....... —1CLI �__._.._ --.___.._.._.._....... ........ .............._._ VESTIBULE 101 A CLASSROOM T GE #4109 108 Eu U SEX R STRM _110 EM ► ,l„•• i. 1 EXISTING F1.0 SCALE: 1/4" =1'-0" A FIRST FLOOR FIRE ALARM PLAN N t► cph www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Conne ut • Maryl d • Tex I I I ILI Q.'Cj0) :0 : Uj 0 BI Z i0 z (n i•� �� •• 11111111 % 0 p;;: w ix Z Q Q Q w w � NN I..I�. O O ISL ''F- ^ VJ w LL Sheet No. F1.0 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Ln 0 N Ln =7 Q Ili o w 2 Z N v N rn 31� > °'ui Z S Z ❑ ❑'U;Qi,U) ❑ Pians Prepared By. CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Z Q Q Q w w � NN I..I�. O O ISL ''F- ^ VJ w LL Sheet No. F1.0 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION Ln 0 N Ln =7 Q LO IR Cn 0 Lo T b N N Ili www.cphcorp.com A Full Service _.................................... -........................ _ A & E Firm Architects Engineers Environmental Y �y- Landscape Architects _..... M/E/P ............. Planners F ADA Structural RSurveyors RESTROOM Traffic / �..� 206 Transportation Ices in: f I _---- • Florida U• Puerto Rico _._ ...................................., __..........................._ • Connecticut n ecticut • Maryland EM- ............................ J•• ••. .� c' ��:. 2I ` ....__...._.......... ........................... C ....... i ••••/ .• -- w ��� * PRO�� CLASSROOM - Q D #6 -_.. �._......... 203 EM _. _. _............................ _ i ----------------- EM _..._................_..... - ......_ ......................._ iez w w w _f EM _.,. OFFICE AUDITORIUM b REAR 201 202 STAIRS ILI 204 \M DOWN -........,.. ; a - - -------------------- . 0 LO 1 l --- ---- --- -- - . _i w a`� Z EM m o o Q o v i. ---- Q%! ; � C Y O •' 3 0, CL +�+ C. V M O LL. ❑ O U!Q cA 0 Pians Prepared By. ._..._..... .......... ........................ _ . CPH. Inc. 1 500 West Fulton St. CLASSROOM Sanford, Fl. 32771 Ph: 407.322.6841 EM ##7 Licenses: Eng. C.O.A. No. 3215 205 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 ._...... .......... Z 0 d J Ekl --- _ _.�.... .. _ _.................. ---+� ...... ---- ........ , ,. ,...... , , . ,... ... - �......._„��+.......... - -- - - __.,..,... - ..J Q Uj / ADA .................................__._.-_- - __ ...-- __ _ ._ _.. - _ U LL. RESTROOM _ Q 0 0 Q 0 w i _...__._._ _....---..._....._...... _.. — _ _..—._........................ Z — ....................._.,..........,................ _,_ O V W 1 EXISTING SECOND FLOOR FIRE ALARM PLAN N F1.1 SCALE: 1/4” =1'-0" Sheet No. F 1 ■ 1 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION a N GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH CODES AND STANDARDS LISTED IN THE SPECIFICATIONS. 2. THE DRAWINGS ARE DIAGRAMMATIC AND THE OMISSION OF AN ITEM NECESSARY FOR THE PROPER FUNCTIONING OF THE SYSTEM DOES NOT RELIEVE THE CONTRACTOR FROM FURNISHING AND INSTALUNG THAT ITEM. 3. NOTIFY ARCHITECT/ ENGINEER OF ANY CONFUCTS PRIOR TO PURCHASING EQUIPMENT AND PRIOR TO CUTTING OPENING. 4. PRIOR TO BID, COORDINATE ALL ELECTRICAL WORK WITH MECHANICAL WORK AND OTHER TRADES. SEE SPECIFICATIONS FOR REQUIREMENTS. 5. CONTRACTOR SHALL NOT CONCEAL ANY WORK UNTIL INSPECTED BY ELECTRICAL INSPECTOR AND/OR ARCHITECT/ENGINEER. CONTRACTOR SHALL NOTIFY A/E OF A SCHEDULED INSPECTION TIME WITHIN 72 HOURS. CONTRACTORS SHALL NOT CONCEAL WORK UNTIL APPROVED. 6. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT AND GENERAL CONTRACTOR ON REQUIREMENTS FOR STRUCTURAL SUPPORT AND FRAMING FOR ALL ELECTRICAL EQUIPMENT AND SYSTEMS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND VERIFYING STRUCTURAL SUPPORT AND FRAMING. 7. THE SIZE, LOCATION, WEIGHT, AND NEC ARTICLE 110/384 REQUIRED SERVICE CLEARANCES OF EQUIPMENT INSTALLED UNDER DIVISION 16 ELECTRICAL SHALL BE COORDINATED WITH ALL OTHER TRADES. 8. WHERE CROWDED LOCATIONS EXIST OR WHERE THERE IS A POSSIBILITY OF CONFLICT BETWEEN TRADES, CONTRACTOR SHALL MAKE COMPOSITE DRAWINGS SHOWING THE EXACT LOCATION OF DUCTS, CONDUIT AND EQUIPMENT. DRAWINGS SHALL BE BASED ON FIELD MEASUREMENTS AND, AFTER CONSULTATION AND AGREEMENT BETWEEN THE TRADES, SHALL BE APPROVED BY THE ARCHITECT BEFORE INSTALLATION OF THE WORK. 9. SURGE PROTECTION SHALL BE PROVIDED ON ALL CABLES ENTERING/ EXITING BUILDINGS THAT CONNECT TO ELECTRICAL EQUIPMENT. 10. INSTALL SURGE SUPPRESSOR IN EACH PANEL WITH EQUIPMENT SHOWN ON THE PANEL SCHEDULE AS SURGE OR TVSS. 11. ALL SITE EXCAVATION OR TRENCHING SHALL BE DONE BY HAND. ALL CONDUITS SHALL HAVE A MINIMUM BURIAL DEPTH OF 24 12. ELECTRICAL CONTRACTOR IS TO PROVIDE PULL STRINGS IN ALL EMPTY CONDUIT AND RACEWAYS WITH LABELING TAGS AT EACH END. 13. ALL RACEWAY TERMINATION'S SHALL HAVE BUSHINGS AND BE GROUNDED WHERE RACEWAY IS METAL. 14. ALL WALL OUTLETS AND FLOOR OUTLETS SHALL HAVE A 3/4" MINIMUM CONDUIT STUBBED UP AND OUT INTO ACCESSIBLE CEILING SPACE (OF ROOM OUTLET SERVICES) UNLESS SHOWN OTHERWISE ON DRAWINGS. 15. ALL NEW PANELS SHALL BE BONDED TO THE BUILDING'S GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH NEC ARTICLE 250-58. 16. ALL BARE METAL SURFACES SHALL BE PRIMED AND PAINTED TO PREVENT ANY RUST, INCLUDING BUT NOT LIMITED TO ANGLE FRAMING, EQUIPMENT SUPPORTS, MOUNTING HARDWARE, ETC. 17. NO SPLICES SHALL BE PERMITTED IN UNDERGROUND/FLUSH IN—GRADE PULL BOXES WITHOUT PRIOR WRITTEN APPROVAL BY OWNER 18. DO NOT SCALE FROM THESE DRAWINGS. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS. 19. ALL EXIT AND EMERGENCY LIGHTING SHALL BE CONNECTED TO THE UNSWITCHED LEG OF THE LOCAL LIGHTING CIRCUIT. 20. ALL MECHANICAL EQUIPMENT SHALL HAVE A MEANS OF DISCONNECT AS REQUIRED BY NEC. 21. ALL RACEWAYS SHALL HAVE A GREEN GROUNDING CONDUCTOR. 22. WHERE PENETRATIONS ARE MADE THROUGH A REQUIRED FIRE—RESISTIVE WALL, FLOOR, OR PARTITION FOR THE PURPOSE OF RUNNING RACEWAY CARRYING ELECTRICAL, TELEPHONE, TELEVISION, OR LOCAL COMMUNICATION AND/OR SIGNALING CIRCUITS, PROVIDE FIRE STOPPING AROUND THE OPENING OF THE RACEWAY PER THE STATE BUILDING CODE. MAINTAIN COORDINATION WITH THE GENERAL CONTRACTOR TO INSURE THAT THIS FIRE STOPPING IS ACCOMPLISHED. 23. EC SHALL FURNISH AND INSTALL EXPANSION JOINTS AT ALL LOCATIONS WHERE BUILDING EXPANSION JOINTS ARE USED. 24. COORDINATE LIGHTING, SWITCHING AND RECEPTACLE LOCATIONS IN MECHANICAL SPACES WITH RESPECT TO ACTUAL MECHANICAL EQUIPMENT INSTALLATION FOR OPTIMUM LIGHTING AND UTILIZATION OF RECEPTACLES. TYPICAL MOUNIING HEIGHTS WALL SWITCHES ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION RECEPTACLE OUTLETS (KITCHEN, UTILITY ROOMS, WORKBENCHES, COUNTERS ETC. O INCANDESCENT BASE DOME LIGHT DESCRIPTION WALL OUTLET BOX AND SINGLE POLE 20 AMP SWITCH. "o" INDICATES UGHT FIXTURE/LIGHT SWITCH ASSOCIATION. +18" A.F.F. SURFACE JUNCTION BOX OR UNDERGROUND PULLBOX. 6 WALL OUTLET BOX & 20 AMP DUPLEX RECEPTACLE. 8GFI WALL OUTLET BOX & 20 AMP GFI RECEPTACLE. LTG SURFACE MOUNTED 120/208V. PANEL SINGLE POLE DOUBLE THROW AFF ABOVE FINISHED FLOOR GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH CODES AND STANDARDS LISTED IN THE SPECIFICATIONS. 2. THE DRAWINGS ARE DIAGRAMMATIC AND THE OMISSION OF AN ITEM NECESSARY FOR THE PROPER FUNCTIONING OF THE SYSTEM DOES NOT RELIEVE THE CONTRACTOR FROM FURNISHING AND INSTALUNG THAT ITEM. 3. NOTIFY ARCHITECT/ ENGINEER OF ANY CONFUCTS PRIOR TO PURCHASING EQUIPMENT AND PRIOR TO CUTTING OPENING. 4. PRIOR TO BID, COORDINATE ALL ELECTRICAL WORK WITH MECHANICAL WORK AND OTHER TRADES. SEE SPECIFICATIONS FOR REQUIREMENTS. 5. CONTRACTOR SHALL NOT CONCEAL ANY WORK UNTIL INSPECTED BY ELECTRICAL INSPECTOR AND/OR ARCHITECT/ENGINEER. CONTRACTOR SHALL NOTIFY A/E OF A SCHEDULED INSPECTION TIME WITHIN 72 HOURS. CONTRACTORS SHALL NOT CONCEAL WORK UNTIL APPROVED. 6. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT AND GENERAL CONTRACTOR ON REQUIREMENTS FOR STRUCTURAL SUPPORT AND FRAMING FOR ALL ELECTRICAL EQUIPMENT AND SYSTEMS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND VERIFYING STRUCTURAL SUPPORT AND FRAMING. 7. THE SIZE, LOCATION, WEIGHT, AND NEC ARTICLE 110/384 REQUIRED SERVICE CLEARANCES OF EQUIPMENT INSTALLED UNDER DIVISION 16 ELECTRICAL SHALL BE COORDINATED WITH ALL OTHER TRADES. 8. WHERE CROWDED LOCATIONS EXIST OR WHERE THERE IS A POSSIBILITY OF CONFLICT BETWEEN TRADES, CONTRACTOR SHALL MAKE COMPOSITE DRAWINGS SHOWING THE EXACT LOCATION OF DUCTS, CONDUIT AND EQUIPMENT. DRAWINGS SHALL BE BASED ON FIELD MEASUREMENTS AND, AFTER CONSULTATION AND AGREEMENT BETWEEN THE TRADES, SHALL BE APPROVED BY THE ARCHITECT BEFORE INSTALLATION OF THE WORK. 9. SURGE PROTECTION SHALL BE PROVIDED ON ALL CABLES ENTERING/ EXITING BUILDINGS THAT CONNECT TO ELECTRICAL EQUIPMENT. 10. INSTALL SURGE SUPPRESSOR IN EACH PANEL WITH EQUIPMENT SHOWN ON THE PANEL SCHEDULE AS SURGE OR TVSS. 11. ALL SITE EXCAVATION OR TRENCHING SHALL BE DONE BY HAND. ALL CONDUITS SHALL HAVE A MINIMUM BURIAL DEPTH OF 24 12. ELECTRICAL CONTRACTOR IS TO PROVIDE PULL STRINGS IN ALL EMPTY CONDUIT AND RACEWAYS WITH LABELING TAGS AT EACH END. 13. ALL RACEWAY TERMINATION'S SHALL HAVE BUSHINGS AND BE GROUNDED WHERE RACEWAY IS METAL. 14. ALL WALL OUTLETS AND FLOOR OUTLETS SHALL HAVE A 3/4" MINIMUM CONDUIT STUBBED UP AND OUT INTO ACCESSIBLE CEILING SPACE (OF ROOM OUTLET SERVICES) UNLESS SHOWN OTHERWISE ON DRAWINGS. 15. ALL NEW PANELS SHALL BE BONDED TO THE BUILDING'S GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH NEC ARTICLE 250-58. 16. ALL BARE METAL SURFACES SHALL BE PRIMED AND PAINTED TO PREVENT ANY RUST, INCLUDING BUT NOT LIMITED TO ANGLE FRAMING, EQUIPMENT SUPPORTS, MOUNTING HARDWARE, ETC. 17. NO SPLICES SHALL BE PERMITTED IN UNDERGROUND/FLUSH IN—GRADE PULL BOXES WITHOUT PRIOR WRITTEN APPROVAL BY OWNER 18. DO NOT SCALE FROM THESE DRAWINGS. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS. 19. ALL EXIT AND EMERGENCY LIGHTING SHALL BE CONNECTED TO THE UNSWITCHED LEG OF THE LOCAL LIGHTING CIRCUIT. 20. ALL MECHANICAL EQUIPMENT SHALL HAVE A MEANS OF DISCONNECT AS REQUIRED BY NEC. 21. ALL RACEWAYS SHALL HAVE A GREEN GROUNDING CONDUCTOR. 22. WHERE PENETRATIONS ARE MADE THROUGH A REQUIRED FIRE—RESISTIVE WALL, FLOOR, OR PARTITION FOR THE PURPOSE OF RUNNING RACEWAY CARRYING ELECTRICAL, TELEPHONE, TELEVISION, OR LOCAL COMMUNICATION AND/OR SIGNALING CIRCUITS, PROVIDE FIRE STOPPING AROUND THE OPENING OF THE RACEWAY PER THE STATE BUILDING CODE. MAINTAIN COORDINATION WITH THE GENERAL CONTRACTOR TO INSURE THAT THIS FIRE STOPPING IS ACCOMPLISHED. 23. EC SHALL FURNISH AND INSTALL EXPANSION JOINTS AT ALL LOCATIONS WHERE BUILDING EXPANSION JOINTS ARE USED. 24. COORDINATE LIGHTING, SWITCHING AND RECEPTACLE LOCATIONS IN MECHANICAL SPACES WITH RESPECT TO ACTUAL MECHANICAL EQUIPMENT INSTALLATION FOR OPTIMUM LIGHTING AND UTILIZATION OF RECEPTACLES. TYPICAL MOUNIING HEIGHTS WALL SWITCHES +48" A.F.F. ABBREVIATIONS +18" A.F.F. RECEPTACLE OUTLETS (KITCHEN, UTILITY ROOMS, WORKBENCHES, COUNTERS ETC. +42" A.F.F OR 6" ABOVE COUNTER SPACE MARK DESCRIPTION TELECOM/PHONE OUTLETS +18" A.F.F. WALL INTERCOM STATIONS +48" A.F.F. THERMOSTATS +48" A.F.F. ABV ABOVE DPST DOUBLE POLE SINGLE THROW LTG LIGHTING SPDT SINGLE POLE DOUBLE THROW AFF ABOVE FINISHED FLOOR ELEC ELECTRIC LS LOUD SPEAKER SPKR SPEAKER ACL ACROSS THE LINE E.C. ELECTRICAL CONTRACTOR LV LOW VOLTAGE SPEC SPECIFICATION AC ALTERNATING CURRENT EWC ELECTRIC WATER COOLER MH MANHOLE SS STAINLESS STEEL A AMPERE EWH ELECTRIC WATER HEATER MFR MANUFACTURER STA STATION AMP AMPERE EM EMERGENCY M.C. MECHANICAL CONTRACTOR SW SWITCH AIC AMPERES INTERRUPTING CAPACITY EQ EQUIPMENT MTR MOTOR SWBD SWITCHBOARD AL ALUMINUM EUH ELECTRIC UNIT HEATER MCP MOTOR CIRCUIT PROTECTOR SWGR SWITCHGEAR ATS AUTOMATIC TRANSFER SWITCH EX EXISTING MCC MOTOR CONTROL CENTER SYS TC SYSTEM TERMINAL CABINET BAL BALLAST EP EXPLOSION PROOF MTD MOUNTED TEL TELEPHONE BR BRANCH FPB FAN POWERED BOX NEC NATIONAL ELECTRICAL CODE BKR BREAKER FA FIRE ALARM NL NIGHT LIGHT (UNSWITCHED CCT.) TTC TELEPHONE TERMINAL CABINET BGB BUILDING GROUND BOX FAAP FIRE ALARM ANNUNCIATOR PANEL NC NORMALLY CLOSED TV TELEVISION CAB CABINET FACP FIRE ALARM CONTROL PANEL NO NORMALLY OPENED XFMR TRANSFORMER CAN CABLE TELEVISION FDC FIRE DEPARTMENT CONNECTION NIC NOT IN CONTRACT TL UL TWIST LOCK UNDERWRITER'S LABORATORIES CLG CEILING FB FLOORBOX NTS INIMUIRSEAM PROTECTION DEVICE C.B. CIRCUIT BREAKER FLUOR FLUORESCENT OCPD UH UNIT HEATER CCT CIRCUIT FVNR FULL VOLTAGE NON—REVERSING PNL PANEL UNO UNLESS NOTED OTHERWISE CCTV CLOSED CIRCUIT TELEVISION F FUSE PH PHASE VP VAPORPROOF COAX COAXIAL FUT FUTURE PT POTENTIAL TRANSFORMER VT VAPORTIGHT C.U. COEFFICIENT OF UTILIZATION GEN GENERATOR PWR POWER V VA VOLT VOLT—AMPERE C CONDUIT GRD GROUND PRI PRIMARY CONT CONTINUOUS GFI GROUND FAULT INTERRUPTER PA PUBLIC ADDRESS WT WATERTIGHT CP CONTROL PANEL HV HIGH VOLTAGE PB PULL BOX W WP WATT WEATHERPROOF Cu CUH COPPER CABINET UNIT HEATER HP INC HORSE POWER INCANDESCENT � RECEP RAINTIGHT RECEPTACLE XR EXISTING TO BE REMOVED CT CURRENT TRANSFORMER IC INTERRUPTING CAPACITY RC REMOTE CONTROL XRL EXISTING TO BE RELOCATED Hz HERTZ (CYCLES/SECOND) IMC INTERMEDIATE GRADE CONDUIT R RELOCATED DED DEDICATED CIRCUIT JB JUNCTION BOX SEC SECONDARY DC DIRECT CURRENT kW KILOWATT SC SHORT CIRCUIT DS DISCONNECT SWITCH kVA KILOVOLT—AMPERE SP SINGLE POLE DPDT DOUBLE POLE DOUBLE THROW KO KNOCKOUT SPST SINGLE POLE SINGLE THROW GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH CODES AND STANDARDS LISTED IN THE SPECIFICATIONS. 2. THE DRAWINGS ARE DIAGRAMMATIC AND THE OMISSION OF AN ITEM NECESSARY FOR THE PROPER FUNCTIONING OF THE SYSTEM DOES NOT RELIEVE THE CONTRACTOR FROM FURNISHING AND INSTALUNG THAT ITEM. 3. NOTIFY ARCHITECT/ ENGINEER OF ANY CONFUCTS PRIOR TO PURCHASING EQUIPMENT AND PRIOR TO CUTTING OPENING. 4. PRIOR TO BID, COORDINATE ALL ELECTRICAL WORK WITH MECHANICAL WORK AND OTHER TRADES. SEE SPECIFICATIONS FOR REQUIREMENTS. 5. CONTRACTOR SHALL NOT CONCEAL ANY WORK UNTIL INSPECTED BY ELECTRICAL INSPECTOR AND/OR ARCHITECT/ENGINEER. CONTRACTOR SHALL NOTIFY A/E OF A SCHEDULED INSPECTION TIME WITHIN 72 HOURS. CONTRACTORS SHALL NOT CONCEAL WORK UNTIL APPROVED. 6. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT AND GENERAL CONTRACTOR ON REQUIREMENTS FOR STRUCTURAL SUPPORT AND FRAMING FOR ALL ELECTRICAL EQUIPMENT AND SYSTEMS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND VERIFYING STRUCTURAL SUPPORT AND FRAMING. 7. THE SIZE, LOCATION, WEIGHT, AND NEC ARTICLE 110/384 REQUIRED SERVICE CLEARANCES OF EQUIPMENT INSTALLED UNDER DIVISION 16 ELECTRICAL SHALL BE COORDINATED WITH ALL OTHER TRADES. 8. WHERE CROWDED LOCATIONS EXIST OR WHERE THERE IS A POSSIBILITY OF CONFLICT BETWEEN TRADES, CONTRACTOR SHALL MAKE COMPOSITE DRAWINGS SHOWING THE EXACT LOCATION OF DUCTS, CONDUIT AND EQUIPMENT. DRAWINGS SHALL BE BASED ON FIELD MEASUREMENTS AND, AFTER CONSULTATION AND AGREEMENT BETWEEN THE TRADES, SHALL BE APPROVED BY THE ARCHITECT BEFORE INSTALLATION OF THE WORK. 9. SURGE PROTECTION SHALL BE PROVIDED ON ALL CABLES ENTERING/ EXITING BUILDINGS THAT CONNECT TO ELECTRICAL EQUIPMENT. 10. INSTALL SURGE SUPPRESSOR IN EACH PANEL WITH EQUIPMENT SHOWN ON THE PANEL SCHEDULE AS SURGE OR TVSS. 11. ALL SITE EXCAVATION OR TRENCHING SHALL BE DONE BY HAND. ALL CONDUITS SHALL HAVE A MINIMUM BURIAL DEPTH OF 24 12. ELECTRICAL CONTRACTOR IS TO PROVIDE PULL STRINGS IN ALL EMPTY CONDUIT AND RACEWAYS WITH LABELING TAGS AT EACH END. 13. ALL RACEWAY TERMINATION'S SHALL HAVE BUSHINGS AND BE GROUNDED WHERE RACEWAY IS METAL. 14. ALL WALL OUTLETS AND FLOOR OUTLETS SHALL HAVE A 3/4" MINIMUM CONDUIT STUBBED UP AND OUT INTO ACCESSIBLE CEILING SPACE (OF ROOM OUTLET SERVICES) UNLESS SHOWN OTHERWISE ON DRAWINGS. 15. ALL NEW PANELS SHALL BE BONDED TO THE BUILDING'S GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH NEC ARTICLE 250-58. 16. ALL BARE METAL SURFACES SHALL BE PRIMED AND PAINTED TO PREVENT ANY RUST, INCLUDING BUT NOT LIMITED TO ANGLE FRAMING, EQUIPMENT SUPPORTS, MOUNTING HARDWARE, ETC. 17. NO SPLICES SHALL BE PERMITTED IN UNDERGROUND/FLUSH IN—GRADE PULL BOXES WITHOUT PRIOR WRITTEN APPROVAL BY OWNER 18. DO NOT SCALE FROM THESE DRAWINGS. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS. 19. ALL EXIT AND EMERGENCY LIGHTING SHALL BE CONNECTED TO THE UNSWITCHED LEG OF THE LOCAL LIGHTING CIRCUIT. 20. ALL MECHANICAL EQUIPMENT SHALL HAVE A MEANS OF DISCONNECT AS REQUIRED BY NEC. 21. ALL RACEWAYS SHALL HAVE A GREEN GROUNDING CONDUCTOR. 22. WHERE PENETRATIONS ARE MADE THROUGH A REQUIRED FIRE—RESISTIVE WALL, FLOOR, OR PARTITION FOR THE PURPOSE OF RUNNING RACEWAY CARRYING ELECTRICAL, TELEPHONE, TELEVISION, OR LOCAL COMMUNICATION AND/OR SIGNALING CIRCUITS, PROVIDE FIRE STOPPING AROUND THE OPENING OF THE RACEWAY PER THE STATE BUILDING CODE. MAINTAIN COORDINATION WITH THE GENERAL CONTRACTOR TO INSURE THAT THIS FIRE STOPPING IS ACCOMPLISHED. 23. EC SHALL FURNISH AND INSTALL EXPANSION JOINTS AT ALL LOCATIONS WHERE BUILDING EXPANSION JOINTS ARE USED. 24. COORDINATE LIGHTING, SWITCHING AND RECEPTACLE LOCATIONS IN MECHANICAL SPACES WITH RESPECT TO ACTUAL MECHANICAL EQUIPMENT INSTALLATION FOR OPTIMUM LIGHTING AND UTILIZATION OF RECEPTACLES. TYPICAL MOUNIING HEIGHTS WALL SWITCHES +48" A.F.F. RECEPTACLE OUTLETS (GENERAL) +18" A.F.F. RECEPTACLE OUTLETS (KITCHEN, UTILITY ROOMS, WORKBENCHES, COUNTERS ETC. +42" A.F.F OR 6" ABOVE COUNTER SPACE SPECIAL PURPOSE OUTLET WITHIN 72" OF INTENDED USE TELECOM/PHONE OUTLETS +18" A.F.F. WALL INTERCOM STATIONS +48" A.F.F. THERMOSTATS +48" A.F.F. PUSHBUTTONS +48" A.F.F. ELEVATOR AND HOIST WAY CONTROL BUTTONS +42" A.F.F. OR RECOMMENDATIONS OF ELEVATOR INSTALLER CLOCK OUTLET +96" A.F.F. WHEN POSSIBLE OR 6" BELOW CEILING. ABOVE DOORS, CENTER THE CLOCK OUTLET BETWEEN DOOR TRIM AND CEILING. BELLS, BUZZERS, CHIMES +96" A.F.F. WHEN POSSIBLE OR 6" BELOW CEILING FIRE ALARM PULL STATIONS +48" A.F.F. FIRE ALARMS (BELLS, HORNS, LIGHTS) +80" ABOVE FLOOR FINISH LINE OR 6" BELOW CEILING. cph www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Tex Ae wo , �r. jam: L0 W Un ci b' .. �, '•. z ` ca w �i 0 a aW U) ° N Plans Prepared By CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Llc. No. AA2600926 Lndscp. Lic. No. LC0000298 J Uj Z W Ca W J O- M LUZ Q J Gn W J 0 Uz _ cr_ F— W W Sheet No. E0. 1 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION N a O rn 3 L ui; CL z N L:sjCLIU 0 0 D U Q ' co 10 1-3, Plans Prepared By CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Llc. No. AA2600926 Lndscp. Lic. No. LC0000298 J Uj Z W Ca W J O- M LUZ Q J Gn W J 0 Uz _ cr_ F— W W Sheet No. E0. 1 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION N a i LO M 0 LO 0 N N d' 2 i I NOTES: #10 GROUND. Y4" CONDUIT TO EXISTING 30A/3P CIRCUIT BREAKER ING 200A PANEL. 10 GROUND. %" CONDUIT TO EXISTING 40A/3P CIRCUIT BREAKER IN 200A PANEL. ;TOR TO CIRCUIT TRACE AND PROVIDE ACCURATE TYPE WRITTEN INDEX CARD FOR ALL PANELS. r LIGHT AND FAN(INTERLOCKED) WITH OCCUPANCY SENSOR/SWITCH PING LIGHTING CIRCUITRY IN THIS AREA. ;TOR SHALL CLEAN AND REPAIR ALL RECEPTACLES AND RTES. PROVIDE NEW AS REQUIRED. ;TOR SHALL CLEAN, REPAIR, AND RELAMP ALL EXISTING LIGHT 3. LAMP SHALL BE COMPACT FLUORESCENT. 4" CONDUIT TO 20A/1 P CIRCUIT BREAKER IN EXISTING 100A PANEL. ,TOR SHALL REMOVE EXISTING ABANDONED SURFACE MOUNTED AND WIRING COMPLETE BACK TO SOURCE. LIGHTING AT COVERED PORCH TO REMAIN. MAINTAIN CIRCUITRY AND . ARRANGEMENT AS REQUIRED. www.cpheorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Ma z 0 Uj U. o ojc� w p n N 3 cYi o ai ? Z v�a) CL _ m s CL 'DO D U �C to D Plans Prepared By: CPH, Inc. 500 West Fulton St. Sanford, FI. 32771 Ph: 407.322.6841 Licenses: Eng, C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Llc. No. LC0000298 Sheet No. E1.0 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION QZ J J Q U_ H LU w � O -v v Q a p L -� A 0 W LL rI.L V Z � � /\ LU Sheet No. E1.0 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION ro IR 0 LO 0 N N 113im www.cphcorp.com A Full Service A&EFirm Architects Engineers 0 C. Environmental KEY NOTES: Landscape Architects M/E/P I E] 3 #8, #10 GROUND, %' CONDUIT TO EXISTING 200A PANEL Planners Structural PROVIDE 35A/3P HACR TYPE CIRCUIT BREAKER IN EXISTING SPACE(S) OF Surveyors -........_ ...............................---____-- - _-. EXISTING 200A PANEL. Traffic / A _.._......................_... _.. ---- Transportation �................. El CONTRACTOR SHALL CLEAN AND REPAIR ALL RECEPTACLES AND COVERPLATES. PROVIDE NEW AS REQUIRED. * Florida Offices in: ® MEN'S ( CONTRACTOR SHALL CLEAN, REPAIR, AND RELAMP ALL EXISTING LIGHT Puerto R' o RESTROOM �-' EXISTING 100A PANEL 4❑ • FIXTURES. LAMP SHALL BE COMPACT FLUORESCENT. AND METER (BELOW) •Connect ut �o o - EXISTING 200A PANEL • Maryla -...,\ (BELOW) I a /WICEAL�Z ...................._........._._._............._......_........,.. _.._,,,,,,_ �... _..............._. Q _.___._................... ® - j W u7 • .moi Z !n (D% '� .............................. F--'�=0 w •_...... . . ................ .......... 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No. LC0000298 E M__ CLASS ------- i1A �ROo 0 0 .� W ILLIU iY E a� (i z V m TYPICAL . .�- J -- --- - — o - Y_ ... .................. ...._.... ci 7- U = w W 0 W MENS CC/)o ST °°M 2 ................................... r. ::::__ _... . ... .......... _ SECOND FLOOR ELECTRICAL PLAN CDE1.1 SCALE: 1/4" =1'-0" Sheet No. El ■ NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 14- www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Te `0��111111f/ ���� w 10, vLn T- 1 La ^V W 01 0 ",fill tt EXISTING SERVICE FEEDER AND WEATHERHEAD TO REMAIN EXISTING 120/208V j 30 4W METER EXISTING 1OOA 120/208V a PANEL 30 4W 200A z PANEL° E 92 > tuI EXISTING PANEL FEEDERS NOTE: TO REMAIN EXISTING ELECTRIC SERVICE TO REMAIN GRADE o w° Lo F a �jz° Nib EXISTING ELECTRIC RISER E2.0 SCALE: NTS c >' o cY> ° ui Z N CL C i L CL U fTs z LL Plans Prepared By: CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Llc. No. AA2600926 Lndscp. Lic. No. LC0000298 NOTE: CONTRACTOR TO CIRCUIT TRACE AND PREPARE UPDATED, ACCURATE TYPE WRITTEN CIRCUIT INDEX CARDS FOR ALL PANELS. PHASE BALANCE ALL PANELS. J 0 LU G� � 0 � � z Q y v a W Q C!1 c6 CL J O = Q = W U_ U 29 0 20 C 0 20 30 W J W Sheet No. E200 TAG: PANEL B VOLTAGE: 208120, 3PH :NEUTRAL: `100% TAG: ' PANEL A 'VOLTAGE: 208120, 3PH NEUTRAL: i 100% MTG: SURFACE BUS. 100AGROUND: EQUIPMENT MTG: SURFACE BUS: 100A� GROUND: EQUIPMENT � RM: iAS DIRECTED BY OWNER MOCP: `100A� MC B: 90'REMARKS :NEMA 3R ENCLOSURE IF MTD. EXTERIOR RM: AS DIRECTED BY OWNER 'MOCP: 100A'` MCB ; 90' REMARKS � NEMA 3R ENCLOSURE IF MTD. 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AMP _ VA DESCRIPTION CKT 1 0 20 20 20 A 0 20 2 3 0 B _ 0 20 4 5 0 C 0 20 6 7 0 20 A 0 20 8 9 0 20 B 0 20 10 11 0 20 C 0 20 12 13 0 20 A 0 20 � 14 15 0 20 B 0 20 16 17 0 20 C 0 20 18 19 0 20 A 0 20 20 21 0 20 B 0 20 22 23 0 20 C 0 20 24 25 W 0 20 A 0 20 26 27 p 20 B o 20 2s 31 _ 0 � 20 A 0 20 __ __. _ 32 33 0 20 B 0 20 34 35 0 20 C_ 0 20 36 37 0 20 A _ 0 20 38 39 0 20 B LL..__.0 20 40 41 0 20 C 0 20 27 42 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 0 N t1"S L=; Q 27 0 20 B � 0 20 -� zs 29 0 20 C 0 20 30 31 _..._ ._._,. 0 _...... 20 A 0 20 32 33 0 20 B 0 20 34 35 0 20 C 0 20 36 37 0 20 A 0 20 � 38 39 0 20 B 0 20 40 41 0 0 20 42 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION 0 N t1"S L=; Q