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CONSTRUCTION DOCUMENTS ALL WOI�K S1 [ALL COMITY'A"I [J'I ALL PRB"AILING GODE'S, FLORIDAIBUILDNIG CODE ' NATIONAL LUCTRIC CODE AND UITY OFZEPt1YR11f1.LS ORDINATNCES REV/EW DATr: "'(OFZEPHYRHILL PLANS EXAMINER I I � w Oil-) -C�' DECEMBER 7, 2012 CITY OF EPHYRHILLS R NOVATION OF FIR RESCU STATION NO. 2 CANERDAY, BELFSKY + ARROYO ARCHITECTS, INC. 800 SECOND AVENUE SOUTH, SUITE 320 ST. PETERSBURG, FLORIDA 33701 727-823-0675 -� 6 q I � bll-�--A� INDEX OF DRAWINGS COMSHM CIVIL Col COVER SHEET CO2 GENERAL CONDITIONS CO3 EXISTING CONDITIONS I DEMO PLAN C04 SITE PLAN C05 PAVING, GRADING, DRAINAGE PLAN C06 CONSTRUCTION DETAILS ARCHITECTURAL FLPA.1 FLORIDA PRODUCT APPROVAL INFORMATION SHEET AO.1 INFORMATION SHEET A1.1 LIFE SAFETY PLAN A2.1 DEMOLITION FLOOR PLAN A2.2 CONSTRUCTION FLOOR PLAN A2.3 DIMENSION PLAN, FURNITURE AND EQUIPME A2.4 ROOF PLAN A3.1 EXTERIOR ELEVATIONS - DEMOLITION A3.2 EXTERIOR ELEVATIONS - RENOVATION A3.3 BUILDING SECTIONS A3.4 BUILDING SECTIONS A3.5 BUILDING SECTIONS A5.1 MILLWORK A6.1 REFLECTED CEILING PLAN A8.1 DETAILS A8.2 DETAILS A8.3 ROOF DETAILS A8.4 ROOF DETAILS A8.5 ROOF DETAILS A8.6 ROOF DETAILS A8.7 SITE DETAILS A8.8 SITE DETAILS A9.1 DOOR AND FRAME SCHEDULE A9.2 ROOM FINISH SCHEDULE AND DETAILS A9.3 DOOR AND FRAME DETAILS A9.4 DOOR AND FRAME DETAILS A9.5 PARTITION TYPES AND DETAILS STRUCTURAL SNA NOTES & SPECIFICATIONS SN-2 NOTES & SPECIFICATIONS S1 EXISTING FOUNDATION PLAN S2 EXISTING ROOF PLAN SS1 BUILDING SECTIONS SD1 STANDARD DETAILS MECHANICAL M0.0 MECHANICAL SYMBOL LEGEND M2.1 DEMOLITION PLAN - MECHANICAL M2.2 FLOOR PLAN - MECHANICAL M3.1 MECHANICAL DETAILS M3.2 MECHANICAL DETAILS M4.1 MECHANICAL SCHEDULES PLUMBING PO.0 PLUMBING LEGEND AND SCHEDULE Cornelison Engineering & Design, Inc., Civil Engineering P2.1 DEMOLITION PLAN - PLUMBING P2.2 FLOOR PLAN - PLUMBING, RISER DIAGRAMS Engineering Matrix, Inc., Mechanical/Electrical/Plumbing FIRE PROTECTION Weber and Tinnen, P.A., Structural Engineering FP2.2 FLOOR PLAN - FIRE PROTECTION ELECTRICAL EO.0 LEGEND AND FIXTURE SCHEDULE - ELECTRICAL E1.1 DEMOLITION PLAN - ELECTRICAL E2.1 FLOOR PLAN - LIGHTING E3.1 FLOOR PLAN - POWER E5.1 DETAILS - ELECTRICAL E5.2 DETAILS - ELECTRICAL E6.1 SINGLE LINE DIAGRAM - ELECTRICAL E6.2 SCHEDULES - ELECTRICAL E Fl Cc 0 (D a) c'j 0 :3 c\l C'4 0 C) Lu z W CL > 0 FL c 0 L) c 0 Q c 0 16 E 2 cu Q .r- < co ca (D , V) U) LL 9) c N C:) cl Lo (u 0 :E C'4 E c CD C 3: 0 U) AERIAL (b LEGAL DESCRIPTION: AS PER SURVEY PROVIDED BY DUEL & ASSOCIATES LOTS 20 THROUGH 24, BLOCK 153, CITY OF ZEPHYRHILLS, AS RECORDED IN PLAT BOOK 1, PAGE 54, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PROJECT TEAM LAND OWNER: CITY OF ZEPHYRHILLS CONTACT: SHANE LEBLANC 39421 SOUTH AVENUE ZEPHYRHILLS, FL 33542 PHONE: (813) 780-0022 CIVIL ENGINEER: CORNELISON ENGINEERING & DESIGN, INC. CONTACT: CRAIG L. CORNELISON, P.E. 5745 GALL BOULEVARD ZEPHYRHILLS, FL 33542 PHONE: (813) 788-7835 EMAIL: CRAIG@CORNELISON-ENG.COM XA/ATF= R - ARCHITECT: CANERDAY, BELFSKY + ARROYO ARCHITECTS CONTACT: LEO ARROYO 800 SECOND AVENUE SOUTH SUITE 320 ST. PETERSBURG, FLORIDA 33701 PHONE: (727) 823-0675 EMAIL: LEO@CANERDAY.COM SURVEYOR: DEUEL & ASSOCIATES CONTACT: AL CARRIER, P.E., PSM 565 S HERCULES AVENUE CLEARWATER, FLORIDA 33764 PHONE: (727) 822-4151 EMAIL: AL@DEUELENGINEERING.COM UTILITY PROVIDERS CITY OF ZEPHYRHILLS CONTACT: DAVID HENDERSON 39421 SOUTH AVENUE ZEPHYRHILLS, FL. 33542 PHONE: 813-780-0006 DHENDERSON@C[.ZEPHYRHILLS.FL.US .qP%A/PP- CITY OF ZEPHYRHILLS CONTACT: DAVID HENDERSON 39421 SOUTH AVENUE ZEPHYRHILLS, FL. 33542 PHONE: 813-780-0006 DHENDERSON@CI.ZEPHYRHILLS.FL.US PO\A/F= P - PROGRESSENERGY CONTACT: KEVIN O'DELL 4121 ST. LAWRENCE DRIVE NEW PORT RICHEY, FL. 34653 PHONE: 727-372-5184 EMAIL: KEVIN.O'DELL@PGNMAIL.COM PHONE: VERIZON CONTACT: CHARLES WELLS 1909 US 301 NORTH TAMPA, FL. 33619 PHONE: (813) 731-5964 CONSTRUCTION PLANS FOR EPHYRHILLS FIRE STATION #2 38410 6TH AVENUE ZEPHYRHILLS, FLORIDA PARCEL ID NUMBERS: 11-26-21-0010-15300-0200 0 ol 11 -26-21-0010-15300-0130 SEPTEMBER 2012 f ��zn' PROJECT LOCATION ............ Lj ol .............. ... �X V\ --------------- ........... - ........... ------------ . ............. .......... ............ ----------- ........ ............ ........... %\ "to. __A I . . ....................... I . _j SECTION 11, TOWNSHIP 26 SOUTH, RANGE 21 EAST LOCATION MAP N.T.S REVISIONS & 12/07/2012 REVISED PER CITY COMMENTS PREPARED BY: :X I "11� 6fmt Imes @2012 CORNELISON ENGINEERING & DESIGN, INC. 5745 GALL BOULEVARD, ZEPHYRHILLS, FL 33542 TEL: 813-788-7835 - FAX: 813-788-7062 WWW.CORNELISON-ENG.COM CERTIFICATE OF AUTHORIZATION 28928 SHEET INDEX SHEET NO. DESCRIPTION col COVER SHEET CO2 GENERAL CONDITIONS CO3 EXISTING CONDITIONS/ DEMO PLAN C04 SITE PLAN C05 PAVING, GRADING, DRAINAGE PLAN C06 CONSTRUCTION DETAILS CRAIG L. CORNELISON, P.E. FL PE# 55433 CN z 0 C) CD U-) Lu C) 04 _j _j ui 0 w Z a. w N 0 EROSION CONTROL NOTES 0 ui ui .21 0 E 04 0 CINI 04 0 0 01 V) 0 z z Ld Ld w LL- I N I 04 0 0 C 0 (n C 0 a -0 0 0 m 0 4- V) LL- N Lo 0 E CP .0 3: 0 GENERAL 1. IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" (LATEST EDITION) BE USED WERE APPLICABLE FOR VARIOUS WORK, AND THAT WERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED NTH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTIONN AS THE STANDARD SPECIFICATIONS FOR THIS PROJECT. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR NTH THE CONTENTS PRIOR TO COMMENCING WORK. 2. IF WITHIN THAT PARTICULAR SEC11ON ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE PART OF THE STANDARD SPECIFICATIONS ALSO. 3. ALL WORK SHALL BE PERFORMED IN A WORKMANUKE MANNER AND SHALL CONFORM NTH ALL APPLICABLE CITY, COUNTY, STATE AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK. 4. THE CONTRACTOR SHALL GIVE THE ENGINEER 48 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND OBSERVE THE COMPLETED WORK. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING MICH 11ME ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 5. THESE PLANS DO NOT INCLUDE ANY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SITE SAFETY INCLUDING MEANS AND METHODS. 6. ALL ELEVATIONS SHOWN ON THESE PLANS BASED ON BENCHMARK AS ESTABLISHED BY THE PROJECT SURVEYOR, UNLESS OTHERWISE INDICATED. SEE SURVEY FOR BENCHMARK INFORMATION. GENERAL NOTES_ 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING ABOVE -GROUND, UNDERGROUND, AND ON THE SURFACE STRUCTURES AND U11LITIES AGAINST ANY CONSTRUCTION OPERATION THAT MAY CAUSE DAMAGE TO SAID FACILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSEQUENTIAL DAMAGES RESULTING FROM LACK OF PROTECTION. 2. SOME, BUT NOT NECESSARILY ALL, EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES MICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 3. THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED U11UTY OWNERS FOR REMOVAL, RELOCATION, AND ALTERATION OF THEIR EXISTING FACILITIES. 4. WERE ENCOUNTERED, UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH AND AREA DETERMINED BY THE ENGINEER AND BACKFILLED WITH CLEAN GRANULAR SAND OR SELECT MATERIAL APPROVED BY THE ENGINEER. BACKFILLING SHALL BE IN LAYERS NOT GREATER THAN 8* THICKNESS AND COMPACTED TO 100 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99-C. 5. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 6. STREET OR HIGHWAY RESTORATION WORK IS TO BE DONE AS PER LOCAL, COUNTY OR STATE AGENCY HAVING JURISDICTION. 7. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE LOCAL, COUNTY, OR STATE AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF PUBLIC STREETS OR HIGHWAYS. 8. TRAFFIC CONTROL ON ALL LOCAL, COUNTY AND STATE HIGHWAY RIGHTS -OF -WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE LOCAL, COUNTY OR STATE AGENCY HAVING JURISDICTION. BURNING_ 1. PRIOR TO BURNING ANY MATERIAL ON SITE, CONTRACTOR SHALL OBTAIN PERMIT FROM PROPER AUTHORITY AND SUBMIT TO ENGINEER. DISTURBED AREAS. 1. ALL AREAS DISTURBED WITHIN RIGHT OF WAY BY CONSTRUCTION SHALL BE SEEDED AND MULCHED OR SODDED AS SPECIFIED BELOW - SEEDING AND MULCHING: UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL, AFTER FINAL GRADING AND CLEANUP OF ALL DISTURBED AREAS, ESTABLISH A STAND OF GRASS BY SEEDING AND MULCHING IN ACCORDANCE NTH SECTION 570 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL WATER THE SEEDED AREA TO MAINTAIN MOISTURE LEVELS FOR OPTIMUM GROWTH FOR AT LEAST 2 WEEKS OR UNTIL THE GRASS IS ESTABLISHED. WITHIN THE LIMITS DELINEATED IN THE PLANS. THE CONTRACTOR SHALL., AFTER FINAL GRADING AND CLEANUP, ESTABLISH A STAND OF GRASS BY FURNISHING AND PLACING SOD IN ACCORDANCE WITH SECTION 575 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL WATER THE SODDED AREA TO MAINTAIN MOISTURE LEVELS FOR OPTIMUM GROWTH TO ASSURE A HEALTHY STAND OF GRASS. SOD SHALL BE ROLLED AND TOP DRESSED AS REQUIRED BY THE ENGINEER. GRADING 1. REFER TO PLANS FOR CLEARING LIMITS AND TEMPORARY EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO COMMENCING GRADING. 2. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE. AND PLACE. COMPACT, AND MOISTURE CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR To PLACEMENT. 3. ALL MATERIALS USED FOR BACKFILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS OR ANY OTHER NON -COMPATIBLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE. 4. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY. STAKING_ 1. IF CONSTRUCTION STAKING IS PERFORMED BY THE OWNER, LOSS OR DISTURBANCE OF CONTROL POINTS DUE TO NEGLIGENCE BY THE CONTRACTOR WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. STABILIZING_ 1. STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE (FBV) OR UMEROCK BEARING RATIO (LBR) AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN AND AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. STABILIZED SUBGRADE SHALL BE CONSTRUCTED IN ACCORDANCE NTH SECT10N 160 OF THE STANDARD SPECIFICATIONS. 2. ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. ROCK BASE 1. ROCK BASE SHALL BE CONSTRUCTED PER THE GEOTECHNICAL ENGINEER'S RECOMMENDA11ON OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OF THE STANDARD SPECIFICATIONS. 2. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE NTH SECTION 200 3. ROCK BASE SHALL BE CONSTRUCTED TO THE DEPTH AND LIMITS AS SHOWN ON THE PLAN AND AS PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. THE ROCK BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 AND SHALL BE PRIMED. PRIME AND TACK COAT. 1. PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SEC11ON 300 OF THE STANDARD SPECIFICATIONS. ASPHALTIC CONCRETE SURFACE COURSE (A 1. ACSC (SEE PLAN FOR TYPES) SHALL BE CONSTRUCTED TO THE DEPTH AND LIMITS SHOWN ON THE PLAN IN ACCORDANCE WITH SECTIONS 320, 330, AND 331 OF THE STANDARD SPECIFICATIONS UNLESS OTHERWISE SPECIFIED. SIGNING AND PAVEMENT MARKING_ 1. ALL PARKING SPACES, NTH THE EXCEPT10N OF THE HANDICAPPED PARKING SPACES, SHALL BE MARKED IN NAITE, RETRO-REFLEC11VE TRAFFIC PAINT AND BE IN ACCORDANCE WITH SECTION 710 OF THE STANDARD SPECIFICATIONS. 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE FDOT STANDARD INDEX 17346. 3. WHERE APPLICABLE, ALL COMPACT SPACES SHALL BE MARKED "COMPACT" ON THE STALL OR WHEEL STOP. PAVEMENT TESTING 1. THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN OWNER APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON SUBGRADE, BASE AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. THE SCHEDULE FOR TESTING THE PAVEMENT SHALL BE AS FOLLOWS: SUBGRADE: 1. FLORIDA BEARING VALUE, OR UMEROCK BEARING RATIO (LBR) TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET. OR CLOSER AS MAY BE REQUIRED IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. 2. DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET OR CLOSER AS MAY BE REQUIRED. BASEe 1. DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 500 FEET OR CLOSER AS MAY BE REQUIRED. 2. ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12 INCHES INSIDE THE LEFT EDGE. TO THE CENTER, TO A POINT 12 INCHES INSIDE THE RIGHT EDGE OF THE ITEM TESTED. 3. IF ANY TEST INDICATES THAT THE WORK DOES NOT MEET THE SPECIFICATIONS, THE SUBSTANDARD ITEM SHALL BE REWORKED OR CORRECTED AND RETESTED, AT THE CONTRACTOR'S EXPENSE, UNTIL THE PROVISIONS OF THESE SPECIFICATIONS ARE MET. 4. ALL TESTS SHALL BE PAID FOR BY 'ME CONTRACTOR. SHOP DRAWING SUBMITTALS. THE FOLLOWING INFORMATION AND/OR DRAWINGS SHALL BE SUBMITTED TO THE PROJECT ENGINEER AND JURISDICTIONAL AGENCY PRIOR TO BEGINNING WORK: 1. INFORMATION ON THE PIPE AND CULVERTS, INDICATING THE TYPE, CLASS, SIZE AND OTHER RELEVANT INFORMATION. 2. ASPHALT AND CONCRETE MIX DESIGN. 3. DOCUMENTATION ON ALL OTHER MATERIALS BEING USED INCLUDING, BUT NOT LIMITED To. FILTER FABRIC. GUARDRAILS, CONCRETE, STEEL POSTS, CURING COMPOUND AND JOINT MATERIAL. INLETS, MANHOLES, PRESSURE PIPE, FITTINGS, LIFT STATION. HYDRANTS, ETC. 4. MAINTENANCE OF TRANSPORTATION, *MOr, IF REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE LOCAL, COUNTY AND STATE GUIDELINES AND SECURING THE APPROPRIATE APPROVALS FROM THE JURISDICTIONAL AGENCIES TO IMPLEMENT THE PLAN. DRAINAGE SPECIFICATIONS_ 1. STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE NTH SEC11ON 425 OF THE STANDARD SPECIFICATIONS. 2. ALL REINFORCING STEEL TO BE ASTM A 615 (LATEST REVISION) GRADE 40 FYP=40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE NTH THE AMERICAN CONCRETE INSTITUTE (ACI) 318 (LATEST REVISION). 3. PRECAST CONCRETE MANHOLES AND STORM INLETS ARE TO BE USED (ONLY AFTER THE ENGINEER'S REVIEW OF THE MANUFACTURER'S SHOP DRAWINGS). 4. STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE NTH SEC11ON 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS. 5. THE LOCATIONS OF STORM SEWER STRUCTURES SHOWN ON THESE PLANS (AND PROVIDED IN ASSOCIATED AUTOCAD FILES) ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE ALL CURB INLET STRUCTURES SUCH THAT INLET TOPS ALIGN HORIZONTAL! Y WITH PROPOSED CURB LOCATIONS. CONCRETE- 1. UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. ALL WORK SHALL COMPLY NTH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA. PRECAST INLETS. 1. ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH THE DETAILS SHOWN HEREIN. TYPE 11 PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4000 PSI. CULVERT PIPES_ 1. REINFORCED CONCRETE PIPE (RCP) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS. 2. CORRUGATED ALUMINUM PIPE (CAP) SHALL BE IN ACCORDANCE NTH SECTION 945 OF THE STANDARD SPECIFICATIONS. 3. HIGH DENSITY POLYETHYLENE PIPE (HDPE) SHALL BE IN ACCORDANCE WITH SECTION 948 OF THE STANDARD SPECIFICATIONS. r CONSTRUCTION OBSERVATION THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER, AN INDEPENDENT TESTING LABORATORY AND THE APPLICABLE JURISDICTIONS AT LEAST 48 HOURS PRIOR TO PERIODS OF THE FOLLOWING CONSTRUCTION ACTIVITIES: DRAINAGE 1. LAYING OF PIPE (BEFORE BACKFILL). 2. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETED. 3. CONSTRUCTION AND STABILIZATION OF RETENT10N AREAS AND SWALES. 4. SEEDING, MULCH, AND SODDING IN AREAS WERE EROSION IS EVIDENT OR WHERE PLANS SO IDENTIFY. UllLITIES 1. LAYING OF PIPE (BEFORE BACKFILL). 2. JACK AND BORING OR DIRECT10NAL BORING. CONCRETE 1. COMPLETION OF FORMING FOR CURBING, SIDEWALK, AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE. PAVEMENT 1. LINE AND GRADE (CERTIFICATION). 2. SUB -BASE (PRIOR TO ADDING BASE MATERIAL). 3. BASE (PRIOR TO PRIMING AND SAND SEAL). 4. BASE (AFTER PRIMING, SAND SEAL, AND BEFORE PLACING ASPHALT). 5. ASPHALT OR CONCRETE PAVING. 6. TURN OUT CONSTRUCTION ON TO CITY. COUNTY OR STATE ROAD (ABOVE INSPEC11ONS APPLY). CLEAN-UP. 1. THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED CONDITION. 1. THE STORMWATER POLLUTION PREVENTION PLAN (-SWPPP-) IS COMPRISED OF THIS EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED NTH STORMWATER POLLUTION PREVENT10N SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF FLORIDA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO THE OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 4. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 5. EROSION CONTROL PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA MICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11. RUBBISH, TRASH, GARBAGE, UTTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. ALL STORM WATER POLLU11ON PREVENTION MEASURES PRESENTED ON THE PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. 13. STABILIZATION PRACTICES SHOULD BE IN111ATED AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS WHERE CONSTRUC71ON HAS TEMPORARILY CEASED. 14. DISTURBED PORTIONS OF THE SITE WERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRED IN THESE AREAS. REFER TO SECT10N 981 OF THE STANDARD SPECIFICATIONS FOR SEEDING AND MAINTENANCE REQUIREMENTS. 15. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE 11RES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. 16. ALL MATERIALS SPILLED. DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED AS SOON AS POSSIBLE. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. 18. ON -SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE EROSION CONTROL PLAN AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 19. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 20. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. 21. ALL CONSTRUCT10N SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. MAINTENANCE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORMWATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABIUZA11ON OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5w RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE NTH THE FOLLOWING: 1. INLET PROTECT10N DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 2 . ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO SECTION 981 OF THE STANDARD SPECIFICATIONS. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES MEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS MEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 55 CY/ACRE. 7. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A 11MELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. RECORD DRAWINGS. 1. THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES MICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD MICH DIFFER FROM THE CONTRACT DRAWINGS. 2. RECORD DRAWINGS SHALL INCLUDE, BUT NOT BE LIMITED TO, CULVERT LENGTHS, INVERT AND TOP ELEVATIONS OF STORM SEWER INLETS, STORM AND SANITARY SEWER MANHOLES, LIFT STATIONS, WEIRS AND CONTROL STRUCTURES. A RECORD DRAWING, IF REQUIRED, OF THE TOP ELEVATION OF THE BASE MATERIAL GRADING AT ALL LOCATIONS OF THE PROPOSED FINAL GRADES SHALL BE PREPARED AND SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE INSTALLATION OF ASPHALT OR FINAL SURFACE. THE CONTRACTOR SHALL PREPARE A RECORD DRAWING VERIFYING ALL PROPOSED GRADES OF EACH STORM WATER BODY AND CONTAIN A MINIMUM OF (2) CROSS SECTIONS IN EACH STORM WATER BODY. 3. THE CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO THE ENGINEER UPON COMPLE11ON OF THE PROJECT AND PRIOR TO FINAL INSPECT10N AND FINAL PAYMENT. RECORD DRAWINGS SHALL BE CERTIFIED BY A SURVEYOR REGISTERED IN THE STATE OF FLORIDA. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. U 04 z't C4 Zi. i;i 43 �Pn OD a 1 C4 '2 c3m-L) F= 00,3 0 F3'N- :3 1 s 22 IS g V4 iz3 � . V) .44i5a P'� CK to W sa <2-IN :2 Mlllrl, a i3 C000 i < zCoN 0 r P ix 04 C4 r- + U) U) W LL -i w m Q 00 w >- w 0 z w < L 04 4t z 0 U) z w 0 w ILL Cl) z 0 < M LLJ CL Z ui ui N 0 Lu 0 z Cn L I < 0 N, 0 w o- w V) uj CM0 0 b Lu Z Ir 0 < 0 n -i Fr C.) 0 j �-t LL Ir 0 OWTV 8/13/2012 120501 CO2 E C14 (5 C14 0 04 12, 0 Q) 0 0 M z x W I LIJ 0� LA - I N I rj 0 C 0 L 0 -C M 0 4-j V) LL- 2 0 0 LO 0 04 E a C Cn C .EXISTING WALL TO BE ...... REMOVED::(TYP) ............ ......................................................... ... ......... .............. - - ---- ...... .- ... ... U) C5 0 0 M S EC. a.."REMAIN) 11 1 TWP. 26 S., RNG. 21 E. 10 20 SCALE (IN FEET) LEGAL DESCRIPTION (AS PER SURVEY PROVIDED BY DUEL & ASSOCIATES) Lots 20 through 24, Block 153, CITY OF ZEPHYRHILLS, as recorded in Plat Book 1, Page 54, Public Records of Pinellas County, Florida. BASIS OF BENCHMARK: Designation: B663 Elevation: 88.38' NAVD 1988 DATUM Flood Zone: X Community Panel No.: 1202350005C Revised Map Date: December 17, 1991 NOTE: UNLESS OTHERWISE SHOWN ON THE PLANS, ALL EXISTING STRUCTURES SHALL REMAIN. CONTRACTOR SHALL PREPARE A PHASING PLAN FOR CITY APPROVAL PRIOR TO COMMENCMENT OF CONSTRUCTION. LEGEND ..................... ... .............. EXISTING SANITARY PIPE EXISTING SPOT ELEVATION SITE BENCHMARK LOCATION PROPERTY LINE CURBING SHOWN AS BOLD TO BE DEMOLISHED FIRE HYDRANT GATE VALVE ...... WATER METER UTILITY POLE SANITARY MANHOLE ...... TELEPHONE POLE HOLLY TREE PAVEMENT TO BE DEMOLISHED EXISTING CONCRETE lu C*4 C' God F= z Z a 8 Mr'*0 C4 ro 5!� 04 @ L A + U) U) w U- -i w :r 0 0 w 0 z < 0 C114 4t -j z 0 0 LLI 0 U) Uj C/) w 2: LL 0 0 0 C) LIJ x N L11j L w 0 z M M 7- T- L C) C*4 Li N 0 w 0- w V) UJ CL cn 0 Ln c') -:3 b LU Z Z LU cr D- o < L0 j L.L 8/13/2012 120501 CO3 .21 0 L. C) C'4 04 04 L) Q) 0 It 0 Q) LLI V) I Ld X LL. I N 0 C) 11 c 0 41 c 0 0 I-' _c 0 m 0 I 0 41 LL. -D iF N 0 0 U) 0 E a C 0I C 0 6 0 < 000 Ln I C-4 — it) 04 to c*4 0 to 0 0 W ro D n z :i cn o r z F_ E; C w 00 X: 0 2: C 3 W) c*4 7 U-) C14 0 to 0 0 1 po u') a. 00 M 0 a. c*4 04 SITE DATA SITE AREA: PARCEL ID NUMBERS: EXISTING ZONING: FUTURE LAND USE DESIGNA71ON: TOTAL EXISTING BUILDING AREA - EXISTING / PROPOSED FAR: MAXIMUM BUILDING HEIGHT FLOOD ZONE: 0 10 20 SCALE (IN FEET) 17,500 SF (0.40 AC) 11 -26-21-0010-15300-0200 11 -26-21-0010-15300-0130 TCBD O-RADITIONAL CENTRAL BUSINESS DISTRICT) PUBLIC / SEMI-PUBLIC 7,585 SF 0.43 35' FLOOD ZONE X EXISTING IMPERVIOUS AREA = 4,940 SF (28.2%) PROPOSED IMPERVIOUS AREA = 6,460 SF (36.9X) NET INCREASE = 1520 SF WITHIN PROPERTY BOUNDARIES PROJECT AREAS (WITHIN PROPERTY BOUNDARIES)* SF 43.34X BUILDING AREA- 7,585 PERVIOUS AREA. 3,455 SF 19.74X IMPERVIOUS AREA (EXCLUDES BLDG)* 6,460 SIF 36.92X TOTAL ACREAGE: 17,500 4F 1 OOX SOUTHWEST SIDE (ADJACENT TO 7TH STREET) - 1.1 - ENCROACHMENT INTO RIGHT OF WAY NORTHWEST SIDE (ADJACENT TO 6TH AVENUE) - 1.5' FROM R/W NORTHEAST SIDE (ADJACENT TO ALLEY) - 11.8' FROM P/L SOUTHEAST SIDE (REAR) - 45.8' GOVERNMENT OFFICE AND SERVICE FACILITY ONE OFF-STREET PARKING SPACE FOR EACH 200 SQUARE FEET OF GROSS FLOOR AREA, PLUS ONE OFF-STREET PARKING SPACE FOR EACH VEHICLE NORMALLY PARKED OR STORED AT THAT FACILITY. PARKING REQUIRED - 7585 SF / 200 (SF/SPACE) = 38 PARKING SPACES REGULAR PARKING SPACES: 4 SPACES ACCESSIBLE PARKING SPACES: 1 SPACES TOTAL PARKING PROVIDED - 5 SPACES NOTES: 1. CURRENT UTILITY SERVICES SHALL REMAIN UNDISTURBED. 2. AT CONTRACTOR'S EXPENSE� A REGISTERED LAND SURVEYOR SHALL REPLACE SURVEY MONUMENTS OR BENCHMARKS, WHICH HAVE TO BE DISTURBED BY THIS WORK, UPON COMPLETION OF WORK. 3. HANDICAP PARKING SPACES SHALL BE MARKED BY THE INTERNA71ONAL HANDICAP SYMBOL AND EACH SPACE SHALL BE PROVIDED WITH A SIGN STATING *PARKING BY DISABLED PERMIT ONLY.0 ALL HANDICAP ACCESS POINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE HANDICAP CODES. 4. ALL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS OF THE CITY OF ZEPHYRHILLS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION. 5. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. 6 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS AND/OR EASEMENTS BEFORE BEGINNING CONSTRUCTION. 7. UNLESS OTHERWISE INDICATED ON PLANS, ALL PARKING LOT DIMENSIONS ARE TO THE FACE OF THE CURB AND/OR CENTER OF STRIPING. 8. ALL BUILDING DIMENSIONS ARE TO THE EXTERIOR FACE OF CMU WALL 9. CONTRACTOR SHALL PREPARE A MAINTENANCE OF TRAFFIC (MOT) PLAN FOR SUBM17TAL PRIOR TO COMMENCEMENT OF ANY WORK WITHIN THE CITY RIGHT OF WAY. MOT SET UP MUST BE SUPERVISED BY A CERTIFIED MOT PERSON. 10. ALL PROPOSED SIDEWALKS & HANDICAP RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE HANDICAP CODE. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DEVIATIONS. 11. AS —BUILT PLANS CER11FIED BY A LICENSED SURVEYOR ARE REQUIRED BY CONTRACTOR AT TIME OF COMPLETION. GRADING, UTILITY, AND STORMWATER AS—BUILTS ARE REQUIRED TO THE ENGINEER IN BOTH SIGNED AND SEALED PAPER FORMAT AS WELL AS ELECTRONIC AUMCAD FORMAT. AT A MINIMUM, THE GRADING AS—BUILTS ARE TO INCLUDE ALL CENTERLINE HIGH POINTS AND LOW POINTS, CHANGES IN GRADE, INTERSECTIONS, PAVEMENT AND SIDEWALK GRADES AT H.C. RAMPS, HANDICAP PARKING SPACES AND ACCESS AISLES, HANDICAP PATHS OF TRAVEL. AND ALL GRADES AS INDICATED ON THE PAVING, GRADING, AND DRAINAGE PLAN. UTILITY AND STORMWATER AS—BUILTS SHALL INCLUDE LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL APPURTENANCES. INCLUDING, BUT NOT LIMITED TO PIPES, MANHOLES, VALVES, ETC. THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE FOLLOWING FLOOD ZONE(S) AS DETAILED BY FEMA FIRM (FLOOD INSURANCE RATE ) INFORMATION DESCRIBED BELOW - FLOOD MAP PANEL MAP EFFECTIVE ZONE COMMUNITY NUMBER NUMBER SUFFIX 1 DATE PASCO 120235 0005 C DEC. 17,1991 LEGEND PROPERTY LINE BUILDING OUTLINE PROPOSED CONCRETE PROPOSED ASPHALT ;w o-w g z a zz N zd w 0% z m r-. S C.) =1 Fr'-: 0<— I= C.OaD W 5!� 0 c*4 I.. @ F_ 0 U) ILL! ILL _j tz w m: Ill 0 00 w >- w 0 z w < X 0 < 04 4t z 0 F_ F_ c/) ui w LL U) uj ui L N ui z 0 U) c) < o L c� r- PZ Ll N 0 w w in Fu uj CL m co .'f Lo 0 u') D-i b Lu Z Z W 0-- r) 0 L.L 8/13/2012 tftojeer 120501 fiiKmc-T WL*40ex C04 .9 0 L. 0 E C'4 6 04 0 04 Lo z a_ N I ui 0 0 41 0 0 U m 0 4� V) N 0 0 Lo 0 E a C 0 :S W TIE EXISTING C MATCH EXISTING GRADE 0 10, 20' SCALE (IN FEET) GENERAL NOTES: 1. THE CONTRACTOR SHALL INSTALL PRIOR TO THE START OF CONSTRUCTION AND MAINTAIN DURING CONSTRUCTION ALL SEDIMENT CONTROL MEASURES AS REQUIRED TO RETAIN ALL SEDIMENTS ON THE SITE. IMPROPER SEDIMENT CONTROL MEASURES MAY RESULT IN CODE ENFORCEMENT VIOLATION. 2. ALL DISTURBED AREAS WHICH ARE NOT PAVED SHALL BE STABILIZED WITH SEEDING, FERTILIZER AND MULCH, HYDROSEED AND/ORSOD. 3. CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW "AS—BUILTn CONDITIONS OF ALL WORK INCLUDING PIPING, DRAINAGE STRUCTURES, DIMENSIONS, ELEVATIONS, GRADING ETC. SIGNED AND SEALED AS —BUILT DRAWINGS PREPARED BY A REGISTERED FLORIDA LAND SURVEYOR SHALL BE PROVIDED TO THE ENGINEER OF RECORD PRIOR TO REQUESTING FINAL INSPECTION. 4. NOTIFY SUNSHINE UTILITIES 48 HOURS IN ADVANCE PRIOR TO DIGGING WITHIN R/W; 811. 5. ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION SHALL BE REPAIRED BY THE DEVELOPER/CONTRACTOR, AT CONTRACTOR'S EXPENSE. 6. IN ALL HANDICAP AREAS (PARKING SPACES AND ACCESS AISLE) MAXIMUM SLOPE/GRADE IS 2%. IN ADDITION, ALL RAMPS HAVE A MAXIMUM SLOPE OF 1 TO 12. 7. TRANSITION CURB AND GUTTER AT HANDICAP RAMPS TO A MAXIMUM 2.0% CROSS SLOPE. 8. AS INDICATED ON THE SURVEY, ELEVATIONS BASED ON BENCHMARK B663 WITH AN ELEVATION OF 88.38 FEET, NAVD 1988 DATUM. 9. ALL PAVEMENT CROSS SLOPES (SLOPES PERPENDICULAR TO THE DIRECTION OF TRAVEL) SHALL BE A MAXIMUM OF 2%. ALL RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1 IN 12. ALL LANDINGS AT STAIRS AND RAMPS SHALL HAVE A MAXIMUM SLOPE OF 2% (ALL DIRECTIONS). ALL WALKWAYS SHALL HAVE A MAXIMUM SLOPE LESS THAN 5% IN THE DIRECTION OF TRAVEL. ALL MAXIMUM SLOPES ARE ABSOLUTE AND SUPERSEDE CONSTRUCTION TOLERANCES STATED IN THE PROJECT SPECIFICATION. THE CONTRACTOR HAS THE OPTION OF ADJUSTING GRADES TO ALLOW FOR CONSTRUCTION TOLERANCE BUT SHALL NOT ADJUST GRADES TO LESS THAN 1% SLOPE. THE CONTRACTOR SHALL CONTACT THE ENGINEER/ARCHITECT REGARDING ANY GRADE REVISIONS PRIOR TO CONSTRUCTION OF THE PAVEMENT AREAS. THE PAVEMENT SLOPES SHALL BE REVIEWED AFTER CONSTRUCTION AND PAVEMENT OVER THE MAXIMUM SLOPES SPECIFIED ABOVE SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 10. PRIOR TO COMMENCING ANY CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY EXISTING ASPHALT ELEVATIONS WHERE NEW PAVEMENT IS PROPOSED TO TIE INTO EXISTING PAVEMENT AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DEVIATIONS FROM THE PLANS. 11. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-300 PRUNING STANDARDS. THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE FOLLOWING FLOOD ZONE(S) AS DErAlLED BY FEMA FIRM (FLOOD INSURANCE RATE ) INFORMATION DESCRIBED BELOW: FLOOD MAP PANEL MAP EFFECTIVE ZONE COMMUNITY I NUMBER NUMBER SUFFIX DATE X PASCO 120235 0005 c DEC. 17,1991 LEGEND PROPERTY LINE BUILDING OUTLINE PROPOSED CONCRETE PROPOSIM Mpl.�XT 6TH AVENUE EXIS71NG ASPHALT EXISTING BUILDING / GARAGE PROPOSED DRIVEWAY GRADE PAVEMENT SECTION PER HEAVY DUTY CONCRETE SECTION ON SHEET C06 SECTION A -A N.T.S. 6TH AVENUE - 7 . - 11 - 13.5' SIDEWALKI SOD EXISTING DRIVEWAY GRADE BUILDING GARAGE EXISTING ASPHALT— 1 X TYP --- 5 SIDEWALK AND CURB EXISTING CONCRETE SEE DETAIL ON SHEET C063 TO BE REMOVED SCREEN /RETAINING WALL (SEE ARCH. PLANS FOR DETAILS) DRAINAGE (SCUPPERS) TO BE PROVIDED AS SECTION B-B N.T.S. w " mo X aD F: z 6;� ZZ3 z \T� w F�- zmr�so C'4 co 5!Q C-4 A + F_ 0 U) w LL —i I— w _r Ill 0 >: 00 w >- w 0 z w < w 0 < L z Lu 0 0 < U) 0 LLI 0 u_ U) < 0 > ui < N L M Lu '2 F__ 1 0 0 z m m 0 T T _j .11 3: 1 3:: C) L 04 0- 0 w W E uj cn -t o 2 Lf) b __j w Z Z Lu M n- o ir L0 _j LL 8/13/2012 ftoj4verwo. 120501 V%j 4 0 0 0 -0 C .9 .0 co E 1- 04 75 6 C'4 0 E :3 0 -0 0 L/) 0 4-: (31 3: 12 V) to a CL -1 2 < E C: f C W z 0 V) z 0 V) 2 Ld Q) N V 0 0 CL 0 -1.1 41 (n C 0 0 -C a) U) < 'E a) < E M 2 C) 41 U) (D L. (D LL N 0 0 L0 0 C14 1--� 0 E a P C C CT1 W E .0 5 0 3-6* White Chevron Equally Spaced Per Aisle CNI FOR SIGN DETAILS SEE DETAIL THIS SHEET MAX. MAX. z, 1 1:12 1:12 f MIN. C=:===== C====== C==== C======= C====== C� 6' - 0' 17-0 6" white Face of curb or edae Of Daveme U-) 0 39 or 5' squ MANDATORY 6" Symbol to be Painted White blue HANDICAP STRIPING DETAILN.T.S. SIDEWALK TYPICAL NOTES: SEE SITE PLAN 1. RECORD DRAWINGS AND CERTIFICATION OF COMPLETION SHALL BE SUBMITTED, SIGNED, I, PARKING I OT SEALED AND DATED BY THE ENGINEER OF RECORD. THE DRAWINGS SHALL INDICATE ANY DEPARTURES FROM THE APPROVAL FROM THE APPROVED PLANS DURING CONSTRUCTION SHALL BE SUPPLIED BY THE CONTRACTOR. ASBUILT DRAWINGS SHALL BE CERTIFIED BY A FLORIDA RAMP SLOPES NOT LICENSED SURVEYOR. TO EXCEED 1: 12 PER ADA REQUIREMENTS 2. THE HIGHEST GROUNDWATER WITHIN THE ROADWAY SHALL BE AT LEAST 1.5 FEET BELOW THE LIMEROCK BASE. '? LL 0- VARIABLE -HEIGHT (0 0 CURB, MATCH 3. GOVERNING SPECIFICATIONS: STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION DESIGN cn, I PAVEMENT HEIGHT STANDARD SPECIFICATIONS, LAST EDITION. AT DEPRESSED RAMP 4. CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE NTH STATE OF FLORIDA, DEPARTMENT C? OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, LAST EDITION. �0 5. ANY NGVD-'29 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN -3 DANGER OF DAMAGE, THE CONTRACTOR SHALL NOTIFY. GEODETIC INFORMATION CENTER ATTN: CURBEDGE MARK MAINTENANCE SECTION N/CG-162 6001 EXECUTIVE BOULEVARD ROCKVILLE, MARYLAND 0 Uj a- SIDEWALK 20852 TELEPHONE NO. 301/443-8319 cc 0 -j U) CONCRL IF CURB (3,18" LIP) 6. THE LOCA11ON OF THE EXISTING UTILITIES SHOWN IN THE PLANS ARE APPROX. ONLY. THE j EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN r ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF -OTHER UTILITIES (NOT SHOWN IN THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UTILITY CONFLICTS, THE CONTRACTOR SHALL INFORM THE RESPECTIVE UTILITY OWNERS TO RESOLVE UTILITY CONFLICTS AND ADJUSTMENTS, AS REQUIRED. TYPICAL H.C. RAMP DETAL 7. THE APPROPRIATE U11UTY COMPANY SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT A COMPANY REPRESENTA71VE CAN BE PRESENT. STD. 6" CURB 8. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS WHERE OVERHEAD TRANSMISSION LINES OR UNDERGROUND UTILITIES. b -1 T-� 9. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN TYPE 1 PLACE. 6-0" 10. THE CONTRACTOR SHALL CALL SUNSHINE STATE ONE CALL OF FLORIDA (811) FOR FIELD LOCATIONS 48 HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES. 11. KNOWN UTILITIES: TYPE 2 STD. 61' CURB WATER: CITY OF ZEPHYRHILLS NOSE DOWN TO FINISH SEWER: CITY OF ZEPHYRHILLS GRADE ELECTRIC: PROGRESS ENERGY PHONE: VERIZON DRIVEWAY SURFACE 12. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY W/ FLA. 1 i STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINES. I 1 TYPICAL ELEVATION 13. DESIGN ELEVATIONS ARE BASED ON THE SURVEY PREPARED BY OTHERS. CURB TRANSITION DETAIL 14. BACKFILL FOR ALL UTILITY AND STORM LINES AND AROUND STRUCTURES SHALL BE COMPACTED NTH NO LESS THAN 95X DENSITY. A COPY OF TEST REPORT SHALL BE SUBMITTED TO THE COUNTY ENGINEER. 15. APPURTENANCES FOR STORM SEWER, SANITARY SEWER, WATER AND OTHER UTILITY SYSTEM, SUCH AS MANHOLE COVERS, VALVE BOX COVER, ETC., WHICH ARE LOCATED "THIN AN EXISTING OR PROPOSED PAVEMENT SUCH AS A ROADWAY OR SIDEWALK, SHALL BE AT GRADE WITH THE FINAL PAVEMENT. ACCEPTABLE TOLERANCE IS 3/8 INCH. A DEFICIENCY IN ASPHALT ROADWAY SHALL BE CORRECTED EITHER BY ADJUSTING THE APPURTENANCE OR THE PLACEMENT 4" MIN. OF ASPHALT FOR A LENGTH EXTENDING FROM THE APPURTENANCE AT A SLOPE OF 50: 1. 51, MAX. 5/8" OR 3/4" HOLES 12" M 2 IN. A 31, MAX PITCH #4 BARS, 18" LONG OPTIONAL 8" MIN. R=2" (TWO PER GUARD) 9" MAX. CAST OR RUBBED 4' DIA. VERT. WOF CONCRETE BUMPTER GUARD DRAIN LEADER. HOLD AS TIGHT AS POSSIBUE----�,,, CONCRETE WHEELSTOP PER FDOT INDEX 300 TO EXTERIOR WALL -7- CONCRETE CURB EXTERIOR INTERIOR CL 1/2" EXPANSION Lx JOINT WITH JOINT %C FILLER MATERIAL- 2" MIN. 4- 2- CONCREIIE WALKWAY OR GRADE -71 CM r 'a. .1. A - -AZ 4: : , , . 6' A. " DIA HUB DRAIN 6' STEEL PIPE FIU.ED W/ CONCRETE. PRIMED & PAINTED MIN. 4" DIA. CONCRETE FILLED SAFETY YELLOW STEEL PIPE PRIMED AND PAINTED SAFETY YELLOW in ,-UNE OF PAMNG - 0 SEE SPECInCATIONS 4N 29 7 -7111- 6" CURB HEIGHT Irr. 7 -\,,-PAVEMENT THICKNESS z CID (D CONCRETE PAVEMENT T�IICKNESS NOTE: REFER TO LOCAL z L4 2- 1. ONCI J. CODE FOR REQUIRED DEPT I OF FOOTING PO . -, L. -j l'-6*W x 3'-O*D x l'-6*L FOOTING -------POURED CONCRETE FOOTING SEE SITE P TO BE USED BEHIND DUMPSTER IFOR LOCATIONS SEE SHEET C04 FOR LOCATIONS BOLLARD DETAIL N.T.S. 1/2- EXPANSION JOIN IT (MAX. SPACING 30 1) NOTE SM PLAN FOR TYP. LE14GTH BETWEEN CENTER LINES OF DOURE PAYER BANDS. VARIES (SEE PI P ARKING SLOPE AS PER PLAN 2" TYPE S-I OR SP-1 2.5 ASPHALT SURFACE COURSE 8` LIMEROCK BASE (LBR 100) COMPACTED TO 98 PERCENT OF ITS MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM-1 557) TACK COAT -BASE (LBR 40) COMPACTED TO 12" COMPACTED SUB 98 PERCENT OF ITS MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM-1 557) COMPACTED SUBGRADE ASPHALT PAVING DETAIL CONCRETE PAVERS SOLDIER COURSE BAND WIT14 FLUSHED FLOOR ELEVATION OF EXISTING BULIDINGS AND DOOR OPENINGS N.T.S. ADJUST GRADE AS NECESSARY TO CREATE A SMOOT14 TRANSITION, MAX. CROSS SLOP OF 2% TYP. BRICK PAVERS PER 1 LEVELING SAND CITY REQUIREMENTS F s lkwlrAd "W4. 0 in INI 'IV EVA W IV% W N.T.S. . . 4" DIA. PVC SLEEVE. SLOPE 1/4" PER FT. MIN, 4 ASPHALT OR A. 4: 4 CONCRETE PAVING HUB DRAIN CONNECTED M 4' DIA. 4 -A UNDERGROUND STORM WATER PIPE 0. .. A. 40 ... INDIRECT STORMWATER DRAIN DETAIL N.T.S. PIPE PENETRATION AT CONCRETE CURB - N.T.S. 6-0" 611 L &TYPICAL .611 1 RA DL) 11 UU So I I Lj "j T JOINT SEAL f . I it I I I I I Ir I L SP 40, A HALT 4" CONC PIS EXISTI RETE BASE - 300n MITERM PAVER BAND INTERSECTION ALL CUTS NG 045 DEG. FLUSH WITH ALL ADJ. PAVERS. ADJUST GRADES AS NECESSARY FOR SMOOTH TRANSITION 00 COMPACTED SUBGRADE 98% MAX. DENSITY �,'EXP. JOINT AND . . ;1 - PREFORMED JOINT_/' ..a.. S' X 10' CONCRETE HEADER WUH SMOOTH FINISH FILLER ADJACENT TO CONCRETE VERTICAL CURB (3000 PSI 0 28 DAYS) SEE DETAIL I/D- I ASPHALT NOTE: ALL CURB AND PAVER DETAILS FOR THIS SIDEWALK SHALL (4) 6- X 8- INTERLOCKING PAVER SQUARES DIAGONALLY BE PER THE CITY OF ZEPHYRHILLS PAVER DETAIL AND/OR AS CENTERED BETWEEN DOUBLE PAVERS SANDS AND FLUSH WITH ADJACENT HERRINGBONE PATTERN PAVERS IN EACH -PANEL. DIRECTED BY CITY STAFF. ANY DISCREPANCIES SHALL BE BROUGHT ADJUST GRADES AS NECESSARY FOR SMOOTH TRANSITION. TO THE ENGINEER'S ATTENTION IMMEDIATELY COLOR GREEN. CURBS SHALL BE PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2010) - SECTION 520. 4' X 8" CONCRETE PAVERS. HERRINGBONE FIELD. FLUSH WITH ADJ. PAVER BANDS AND CENTER PAVERS. ADJUST GRADE AS NECESSARY TO CREATE SMOOTH TRANSITION, MAX. CROSS SLOP OF 2% TYP. DOLOR TERRA COTA. CONCRETE PAVERS SOLDIER COURSE BAND FLUSH WITH ADJ. PAVRES AND CONC. CURB TO CREATE A SMOOTH TRANSITION TYP. 1/2* TOOLED JOINT (TYP.) V X 8- CONCRETE PAVERS, SINGLE SOLDIER COURSE OORDER 1USH WITH ADJUST PAVERS, CONCRETE EDGES, AND/OR IURBS. RAMP TRANSITION AREA, 112 MAX. SLOPE. ADJUST GRADES AS NECESSARY FOR SMOOTH TRANSITION TYP. --------------- . ...... N - 15W. CURB ----- ----- . ... .... TYPE-F AND GUTTER FOOT (SEE jP;LA D TYPE: CUOR'B' (SEE PLAN) DOUBLE CONCRETE I FLUSH WITH ADJACE PLAN & TYPICAL SIDEWALK EXISTING CONCRETnE -PVRB AND/OR CURBS. AD NOT TO SCALE ... TO. CREATE A SMOO SLOPE 0 29 TYP.-- VIEW "P VIDr NEAT SAW CUT WRLSCALE ZEPHYRHILLS SIDEWALK PAVER DETAIL AND TIE TO EXISTING CURB (TYP.) CURB R"P/WDEWAkX_MME__ NOT N.T.S. TYPICAL AT ATLOL 1EIEURSECTIONS IFTP-21-06) SIGN PER '4DOT INDEX 17355 2" MIN. 3" MAX. 1-06) SIGN PER PARKING BY OT INDEX 17355 DISABLED PERMIT (FTP-22-06) SIGN PER -rDOT INDEX 17355 ONLY 3/8" HOLES WITH HOLES DRILLED ON 1" HNE CENTERS FULL LENGTH IN 1250.00 MAX ,,--FULL LENGTH IN METAL POST. (MOUNT WITH 5/16- 7-- x 2 1/4'- BOLTS, TOP AND BOTTOM OF SIGN) 0 3 1/8 1 5/8- - 1 1/2- FA A 1/4- -#/Fr. Wr. OF BLANK POST SHALL BE 2-2 1/2 8907M A -A -on SIGN DETAIL- N.T.S ckwx F001IN NCTW 1. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS AND SCREWS MUST BE RUSTPROOF. 2. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. 3. SIGNS WILL BE FABRICATED BY USING REFLECTING COATING IN THE SYMBOL, MESSAGE AND BORDER APPLIED TO A SHEET ALUMINUM 13ACKING (.080) IN THICKNESS. HIGH IN ACCORDANCE 4. MESSAGE LETTERING SHALL BE UPPER CASE (BLACK)(SERIES C) 1.5 WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EXCEPT AS NOTED WITHIN MUTCD 5. THE SYMBOL IS COMPOSED A WHITE WHEELCHAIR FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) 6. SIGN POST SHALL BE MIN. 2'-Om CLEAR FROM BACK OF CURB OR WHEELSTOP. 7. THE USE OF PROPERLY LOCATED BOLLARDS IN ACCESSIBLE PARKING SPACES ARE ACCEPTABLE SUBSTITUTES FOR REGULAR BUMPER GUARD. 8. MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES SHALL BE PER FLORIDA ACCESSIBILITY CODE. DISABLED PARKING MARKING TYPICAL DETAILS N.T.S. A, ',MEDIUM BROOM FINISH 12 SUBGRADE IN -SITU SANDS COMPACTED TO MIN 98% OF THE MODIFIED PROCTOR MAX. DRY DENSITY (ASTM D 1557) 8" CONCRETE PAVEMENT, 28 DAY MIN COMPRESSION STRENGTH OF 4,000 PSI W/ 6 X 6 10-10 WWM DUMPSTER PAD CONCRETE PAVEMENT DETAIL NTS NOTE: THIS DETAIL TO BE UTILIZED IN DUMPSTER PAD ONLY 1 1/2- CLEAR #4 BARS 12" MEDIUM BROOM FINISH O.C. EA WAY F 8" CONCRETE PAVEMENT, 28 DAY MIN 4" -1. COMPRESSION STRENGTH OF 4,000 PSI L#5 BARS 12- W/ 6 X 6 10-10 WWM 1 CL O-C. EA WAY EAR 12" SUBGRADE IN -SITU SANDS COMPACTED TO I, , 9 IN 98% OF THE MODIFIED PROCTOR MAX. DRY D ID DENSITY (ASTM D 1557) HEAVY DUTY CONCRETE CONCRETE PAVEMENT DETAIL HEADER CURB NTS CONC. FILLER CUT CONC. FILLER VULKEM 116 OR 245 (NON SAG) JOINT MATERIAL TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. PROVIDE LIGHT GRAY COLOR TO MATCH CONIC. SAW CUT MUST BE COMPLETED WITHIN 24 HOURS OF POUR. NOTE: THOROUGHLY CLEAN JOINT OF ALL SAND, SOIL AND MISC. DEBRIS. APPLY MASKING TAPE ALONG SIDES OF JOINT FOR TEMPORARY PROTECTION DURING SEALANT APPLICATIONS. APPLY FULL BEAD OF VULKEM 116 OR 245 (NON SAG) POURABLE SEALANT AND TOOL LIGHTLY. REMOVE TAPE IMMEDIATELY. SAW CUT SHALL BE 1/3 DEPTH OF THE CONCRETE. TYPICAL SAW CUT JOINT DETAIL N.T.S. NOMI NOTE* FORM 24' X 24' NOM. X 6- W/ FULL 1 EXPANSION JOINT (TYP-) FINISH GRADE 1" X 2" X 1 STAKE TO B REMOVED 0 z C* SAW CUT M 1/4" WIDE b T z ur-tr CAULK SAW CUT PENETRATION FULLY. (SEE DETAIL THIS SHEET) 1/4- RADIUS /2- CAULKING HAND TOOLEDA 1/2- MASTIC 2' LONG #4 SMOOTH DOWEL 0 18" O.C. 1" RADIUS BOTH SIDES PAVEMENT ELEVATIONS REFER PARKING LOT SURFACE AS SPECIFIED (2) #4 BARS CONT. TOP & BOTTOM F 6- H I 11 6 a A 4" CONCRETE CURB EDGE WALK 6"x6"-1.4x1.4 W.W,F. 1" RADIUS 2 - #4 BARS CONT. PARKING AS SPECIFIED - INTEGRAL CURB AND 6" VERTICAL CURB DETAIL SIDEWALK DETAIL N.T.S. N.T.S. NOTES: 1. ALL CURBING TO BE 3000 P.S.I. (c-D 28 DAY P.C.C. TYP. 2. PROVIDE EXPANSION JOINTS @ 20'-0" O.C. Z* C,4 Go C C.4 'I -2 ..z :3 !�EN 9 Z, t4 § F . zd < Z W 6 -2 8 i3fifl z r1- 0 N� GF:: 0(2� Ix IAJ 04 5!� C14 r- @ L- + U) >- I.- �e C) U) W U- -j W :r 00 0 x < < 0 0 of >- W 0 z < C) N) L z 0 < 1- C/) Lli LL W 0 U) 0 0 CO 0 N 0 Uj 0 z M M W :E T- -j < C14 04 I . 0 a- 0 W (n 0 U') 't 2� LO b LU Z LU M 0- 0 < 0 -j Zz U- 8/13/2012 4 tftojeer ojo. 120501 4 C 6 PRODUar APPROVAL INFORMATION CATEGORY / SUBCATEGORY MANUFACTURER PRODUCT DESCRIPTION MAX DESIGN PRESSURE IN P.S.F. FL PRODUCT APPROVAL NO. MIAMI-DADE NOA NUMBER EXPIRATION DATE 1. EXTERIOR DOORS A. SWINGING - STEEL INGERSOLL RAND IR SERIES"HISW DOUBLE OUITSWING COMMERCIAL STEEL DOOR W/ PANIC EXIT DEVICES. IMPACT +70,-70 0"l 15.03 MARCH 13,2013 WINDSOR REPUBLIC DOOR SERIES *DL41(r OUTSWING 16 GA FLUSH COMMERCIAL STEEL DOOR - IMPACT +70,-70 07-0124.04 FEB.10,2015 CECO DOOR PRODUCTS IMPERIAL SERIES "80701407(r OUTSWING COMMERCIAL STEEL DOOR +70,-70 09-0505.09 AUGUST 5, 2014 A. SWINGING - ALUMINUM & GLASS KAWNEER COMPANY, INC. SERIES 350 IR ALUM. OUTSWING STOREFRONT DOORS +65.-65 11-1027.15 APRIL 22, 2014 YKK AP AMERJCA INC. (C) SERIES YHS 50 FS FLUSH GLAZED ALUM. STOREFRONT FOR MONOLITHIC GLASS +90,-90 14218.3 DEC. 31, 2014 A. SWINGING - FIBERGLASS SPECIAL-LITE, INC. SL-XX ALUMINUM FRAME OUT -SWING DOOR, SINGLE DOOR +70,-90 9875.1 DEC. 31, 2020 NAN YA PLASTICS CORP. USA NAN YA SERIES FIBERGLASS OUTSWING DOORS W/W0 SIDELITE-L.M.I. +70,-70 08-1118.08 APRIL 29,2012 B. SLIDING C. SECTKX4%L AMARR GARAGE DOORS MODEL 500 / CLASSICA 1000, 2000 +54.4,-62 07-0706.04 SEPT. 6, 2012 ADVANCED GARAGE DOOR CORP. MODEL wAW ADV. STEEL OVERHEAD SECTIONAL GARAGE DOOR +70,-70 08-0415.02 OCT. 23,2013 JB GARAGE DOOR, INC. MODELS 72OrM HP STEEL SECTIONAL GARAGE DOOR UP TO lV4" WIDE +87,-90 12-0113.06 FEB. 4. 2014 OVERHEAD DOOR CORP. I Z-2" WIDE COMMERCIAL STEEL SECTIONAL GARAGE DOOR +65,-65 11-0330.056 AUG. 3,2016 DAB DOOR COMPANY, INC. 12'40 WIDE X 19 HIGH STEEL SECTIONAL GARAGE DOOR +60,-65 12-0110.09 JULY 14,2015 BP GLASS GARAGE DOORS & ENTRY SYSTEMS MODELS BP-350/BP-460 HD ALUM. & GLASS SECTIONAL GARAGE DOORS +65,-85 12-0124.03 JAN. 13.2016 D. ROLLrUP L AUTOMATIC F. EXTERIOR DOOR COMPONENTS G. OTHER Z WINDOWS A. BRIM HUNG L HORMONTAL SUDEt Q CABEMISICT' D. DOUBLE HUNG E. r KAWNIING 4L PAN THROUGH H. PROJECTED L MULLION J. WIND 8REAl= * DUAL ACTION * OTHER & PANEL WALL A. SIX40 LSOFFIll Q EIPS D.STOREFRONT KAWNEER COMPANY, INC. SERIES IR-5W FLUSH, DRY AND WET GLAZED ALUM. STOREFRONT SYSTEM +90.-90 ll-W21.04 APRIL 15,2014 YKK AP AMERICA INC. (C) SERIES YHS 50 FS FLUSH GLAZED ALUM. STOREFRONT SYSTEM +65,-65 104=.Oe DEC. 9,2015 PGT INDUSTRIES SERIES WS-3500 ALUM. WINDOW WALL STOREFRONT SYSTEM - LARGE MISSILE IMPACT +100,-130 09-0218.03 MAY 20,2014 L CURrAIN WALL F. WALL LOUVER RUSKINCOMPANY MGM EL1141075M ALIAMNUNI LOUV9t +148,-148 12226-RI 12-=122 JULY 9. 2016 CESCO PRODUCTS 4'ALUM. LOUVER SYSTEM +150,-150 04-0204.04 JULY 27. 2008 06 GLASS ELM H. MEMBRANE 1. GREENHOUSE A EXTERIOR CELIM 4. ROOFING PRODUCTS A.ASPHALTSHIINGLES L Q ROOFM FASTENERS D. NON41ITRUCTUIRAL METAL ROOFIING BERRIDGE MANUFACTURING COMPANY ZEE -LOCK PANEL WITH CON71NUOUS CLIP -176 1 I-M7.05 DEC. 6, 2012 E. WOOD SHINGLES AND SHAM F. ROOFM TM (L ROOFING 1411ULA71ION FlIRESIGM BUILDIING PRODUCTS COMPANY no 011+ OL 0 09-OM.12 NOV. 27,2012 JOHNS MANVILLE JOHNS MANVILLE ROOF INSULATION BOARD: ENRGY 3 0 4205.1 SEPT. 23, 2013 KWATERPROOPM L BUILT4.11P ROOFM SYSTEMS J. MODIIPIIED BFfUMlEN ROOF SYSTEM * SINGLE -PLY ROOF SYSTEMS FIRESTONE BUILDING PRODUCTS COMPANY ULTRAPLY TPO & TPO XR SINGLE PLY ROOF SYSTEMS OVER STEEL DECKS (SYSTEM ON PG.15) -150 094)902.12 NOV. 27,2012 * ROOFING SLATE M. CEMENT, ADHOOM A COATINGS N.UOUR�APPLISIDROWSY1111TEMS, 0. ROOF TLE ADHESIVE P. SPRAYAPPIUED POLYURETHANE ROOF QOTHEIR UNITED STATES GYPSUM COMPANY SECUROCK ROOF BOARDS 0 4264.1 MAY 10, 2013 L SHUTTERS &ACCORDION L BAHAMA C. STORM PANELS D. COLONIAL E. ROLL -UP F. EQUIIPMENT (LOTHERB 6. BIKYLIGM A. SKYLIlGHT I GENERAL NOTES: 1. TO THE GREATEST EXTENT PRACTICABLE, ALL EQUIPMENT AND PRODUCTS PURCHASED WITH FUNDS MADE AVAILABLE UNDER THIS CONTRACT SHALL BE AMERICAN-MADE. THE PRODUCTS LISTED ON THIS SHEET NEED TO BE VERIFIED TO MAKE SURE THEY COMPLY WITH THIS REQUIREMENT. 2. SEE STRUCTURAL DRAWINGS FOR DESIGN LOADS. LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS WO SECOND AVENUE SOM ST. %-MRSBURG, FL U701 vzn enmlfs mmm7 FLORIDA PRODUCT APPROVAL INFORMATION SHEET FLPA.1 PARTITIONS LEGEND I SYMBOLS LEGEND I AMERICANS WITH DISABILITIES ACT AND OTHER MOUNTING REQUIREMENTS Iff m 1%w PLATE 11-CAFF & AT POWER "F AND DATA OUTLETS V0 AT SWITCHES AND PULL STATIONS "ATTHERMOSTATS ff4r AT ALARM DEVICES TYPICAL OUTLET LOCATION rml%r AT CMU WALL STUD SPACING ALL BOXES MUST BE CONNECTED TO STUDS ON TWO SIDES MINIMUM THIS DETAIL APPLIES TO INSTALLATION OF ELECTRICAL BOXES IN METAL STUD WALLS. I/ �3 ELECTRICAL BOX ��' rml%w FACE OF STUD ORBLOCKWALL fTVP.AT8lW WALLSAND TOBAM OF FRAME :�= 9.9�61. I - - is' TYPICAL DOOR LOCATION EXIST. WALL 80 PARTMON TYPES IN THE DRAWINGS- SHEET A02 FOR CONSTRUCTION DETAILING OF PARTITION TYPES. FOR EXTERIOR WALLS, SEE WALL SECTIONS. ,'&T,Tf JJT"';'(@� d - F_j 1. DIMENSIONS ON FLOOR PLANS TYPICALLY ARE TO FACE OF MASONRY WALLS OR TO FACE OF GYP BD ON 87UD WALLS. THE DIMENSIONS OF MASONRY AND STUD WALLS ARE NOMINAL 2. ALL DIMENSIONS MUST BE VERIFIED PRIOR TO MANUFACTURING ANY ITEM TO BE INCORPORATED INTO THE WORK WHETHER OR NOT A SYMBOL SUCH AS 0 + a IS SHOWN ON THE DRAWINGS. I COMMON ABBREVIATIONS I ACOUS. A.F.F. ACOUSTIC ABOVE FINISH FLOOR ALUM. ALUMINUM SOF BACK OF FRAME BlK BOOKCASE CI3 CHALKBOARD CLO. CEILING ci CONTROL JOINT COL. COLUMN OONSM I ON CONT. CONTINUOUS CPT CARPET CT CERAMICTILE OF DRINKING FOUNTAIN MkM. DIAMETER DO DRAIN LEADERIDOWNSPOUT EJ EXPANSION JOINT ECL EQUAL EWC ELECTRIC WATER COOLER EXH EXHAUST E)aST. ExwnNG EXT. EXTEMOR FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FD FLOOR DRAIN GA GAUGE GYP. BD. GYPSUM BOARD GV GRAVITYVENT H HEAD HO HOSE BE HC HANDICAPPED ABBREVIATION DESCRIPTION H.M. OR K MTL HOLLOW METAL INSUL INSULATION i JAM JAN. JANITOFt in. JOIST MAX MAXIMUM MB MARKIMBOARD MR MAP RAIL MIN MINIMUM NIC NOT IN CONTRACT NTS NOT TO SCALE O.P.C.I. OWNER PROV CONTRACTOR INSTALLED PS PROJECTION SCREEN PTD PAINTED RD ROOF DRAIN RDRF RAISED DISC RUBBER FLOORING w SILLITRANSITION as SMARTBOARD SIM SIMILAR STL STEEL STRUCT. STRUCTURAL TB TACK BOARD U.N.O. UNLESS NOTED OTHERWISE VCT VINYL TILE V7R VENT THROUGH ROOF WDw. WINDOW WWF WOVEN WIRE FABRIC � I � �.X I ql T". W I I � INTERIOR ELEVATION rWMNAW Robm 227B ROOM mimem 1 SF T ROW-NETAMA DETAIL OR SECTION NUMBER 4- 8 OR SIM - MEANS SIMILAR RVS — REVERSE OR OPP. HAND ALI — VIEW DIRECTION SHEET NUMBEll ,e— DETAIL OR SECTION NUMBER SECTION 3 RVS — REVERSE OR OPP HAND SHEET NUMBER STRUCTURAL GRID COLUMN GRID DESIGNATION GRID LINE DETAIL OR SECTION NUMBSt 3 DETAIL OR ALI ENLARGED PLAN SHEET NUMBM [s7j zi �jj I F=- FEI =1= 0m Ida A�00=7M��NQM DOOR NUMBER EKWrM ELIEVATIMI -L�G' ;L'a1z" :d I] k' I :k i A EC E-8- =-- FIRE EXTINWISHER SURFACE MOUNTED FIRE ExnNWISHM UEANMA.ARFt= R. RM NO. I= \11 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 ATSTWVWU CONSTRUCTION NOTE: DOCUMENTS 1. INFORMATION ABOUT EXISTING CONSTRUCTION: THE EXISTING CONSTRUCTION CONSISTS OF A BUILDING CONSTRUCTED OVER A PERIOD OF TIME THE BUILDING HAS HAD AMMONS ANDIOR SEVERAL REMODELING PROJECTS. THE DRAWINGSFOR THIS PROJECT WERE DEVELOPED FROM AVAILABLE (OFTEN INCOMPLETE) A843ULT DRAWINGS AND EXTENSIVE ONSITE INSPECTIONS AND MAY CONTAIN MINOR DISCREPANCIES AS TO ACTUAL. LATENT CONDITIONS. SHOULD THE CONTRACTOR DISCOVER CONDITIONS SLIGHTLY DIFFERENT THAN THOSE SHOWN ON THESE DRAWINGS THAT AFFECT THE NEW WORK, THE CONTRACTOR SHALL TAKE WHATEVER STEPS ARE NECESSARY TO CONSTRUCT THE 12-07-2012 NEW WORK AS NEARLY AS POSSIBLE TO THAT SHOWN ON THE NEW DRAWINGS. ALL WITHOUT ADDITIONAL COST TO THE CB+A #1 M2 OWNER * OWNER OCCUPANCY DURING CONSTRUCTION: A. ONE FIRE TRUCK WILL REMAIN ON SITE. AND WILL BE READY TO RESPOND TO EMERGENCY CALLS, DURING CONSTRUCTION. 91 B. THE OWNER WILL HAVE A TEMPORARY OFFICE TRAILER ON SITE DURING CONSTRUCTION. C. THE OWNER WILL NOT OCCUPY THE BUILDING DURING CONSTRUCTION. * CONTRACT TIME" CONTRACTOR AGREES TO COMMENCE WORK ON THE DATE SPECIFIED IN THE VVIOTTEN ")TICE TO CANERDAY PROCEEIr FROMTHE CITY AND TO REACH SUBSTANTIAL COMPLETION OF THE PROJECT WITHIN ONE HUNDRED FIFTY BELFSKY (150) CONSECUTIVE CALENDAR DAYS THEREAFTER. SUBSTANTIAL COMPLETION IS WHEN THE PROJECT 18 SUFFICIENTLY COMPLETE. IN ACCORDANCE WITH THE CONfrMUCrrON DOCUMENTS, 80 THAT THE OWNER MAY OCCUPY OR UTILIZE THE + FACILITY. FINAL COMPLETION, 'THE SATISFACTION OF PUNCH LIST ITEMS, SHALL OCCUR THIRTY (30) DAYS AFnER ARROYO SUBSTANTIAL COMPLETION. ARCHITECTS M SEDOWAVENRJE SOUTH ST. PETEFISSUP06 FL 33M (72?)825-OM AA2MXKW INFORMATION SHEET AO. 1 SCALE All NOW BUSINESS GROUP B 1,776 GSF RESIDENTIAL LOW -HAZARD STORAGE GROUP S-2 2,619 GSF (EXISTING) BUILDING CODE ANALYSIS: RENOVATION OF EXISTING FIRE STATION JURISDICTIONAL CODES: Florida Building Code (FBC) 2010 - Existing Building Florida Building Code 2010 - Building Florida Building Code 2010 - Accessibility 2010 Florida Fire Prevention Code (includes NFPA I - Uniform Fire Code and NFPA 101 - Life Safety Code, 2010 Editions) ALTERATIONS - LEVEL 2 404.1 Scope. Level 2 Alterations include the r000nfiguration of space, the addition or elimination ofany door or window, the reconfiguarion or extension of any system, or the Installation of any additional equipment 701.3 Complisance. All now construction elements, components, systems, and spaces shall comply with the requirements of the Florida Building Code, Building. 703.1 Scope. The requirements of this section are limited to work areas In which Level 2 alterations are being perliormed, and shall apply beyond the work area wherespecifled. PROJECT SCOPE OF WORK: Reconfigure 1,529 GSF (20%) of building area into office space, replace exterior doors and windows with Impact -resistant doom and windows, and re -roof flat roof areas. EXISTING FIRE STATION: The original building was constructed In 1960. There was a first addition. The second addition was completed In 1983. Mixed Occupancy: Business Group B Residential Group R-2 Low -Hazard Storage Group S-2 CONSTRUCTION TYPES (FBC Construction Classification -Table 601, pg 6.1): Conversion to current FBC, 2010 Edition: TYPE II-B, Unprotected, Sprinklered Structural Frame: 0 Exterior Bearing Walls 0 Interior Bearing Walls 0 Nonbearing Walls and Partitions 0 Floor Construction 0 Roof Construction 0 Sprinkler System: Fully sprInklered Fire Alarm: Existing Existing Bldg. Area: 7,671 GSF Existing Bldg. Height +/- I W-0" (Building), +/- 37-00 (Tower) FBC 603.1 (4): Roof coverings shall have an A, B or C classification. Check Allowable Area for Existing Fire Station: Type II-B, Sprinklered (Table 503, pg 5.2) Group B 3 Stories Allowable: Complies 551 High Building Allowable: Compiles 23,000 SF Allowable Area (w/o sprinkler system): Compiles Check Allowable Area with Automatic Sprinkler System Increase (FBC; 506.3, pg 5.4) = 300% for buildings with no more than one story above grade plans. Allowable Area (sprinkler system) = 23,000 GSF x 300% m 69,000 GSF Actual Area = 7,671 GSF (Compiles) Arrangement and Number of Exits: 705.4.1.1 Occupant load and travel distance: In any work area, all rooms and spaces having an occupant load greater than 50 or In which the travel distance to an exit exceed 75 feet shall have a minimum of two egress doorways. Required Number of Exits for Occupant Load (Persons per Story) per FBC 1019. 1: 1-50 Persons: 1 ExIt 50-500 Persons: 2 Exits 501 - 1,000 Persons: 3 Exits More than 1,000 Persons: 4 Exits Exit Access Travel Distance Work Area: 300'fbr Business, Sprinklered per FBC Table 1016.1 Common Path of Travel: 100, (NFPA, Table A7.6 & 7.12.1) FIRE SEPARATIONS FBC SECTION 508 MIXED USE AND OCCUPANCY Business Group B 508.4 Separated occupancies. Buildings or portions of buildings that comply with the provisions of this section shall be considered as separated occupancies. Business Group B Residential Group R-2 Low -Hazard Storage, Group S-2 (Apparatus Bays) FBC Table 508.4 - REQUIRED SEPARATION OF OCCUPANCIES thours Residential Group R-2 / Business Group B: 1 hour fire separation required. Low -Hazard Storage Group S-2 / Business Group B: I hour fire separation required. Residential Group R-2 / Low -Hazard Storage Group S-2: 1 hour fire separation required. FBC Table 508 . 2.5 - INCIDENTAL ACCESSORY OCCUPANCIES Provide a one -hour fire separation or an automatic fire-extingulshing system for storage rooms over 100 SF, furnace rooms (where any piece of equipment Is over 400,000 BTU per hour Input), rooms with boilers (where the largest piece of equipment Is over 15 psi and 10 horsepower) and refrigerant machinery rooms. Calculate FBC Occupant Load of the Building Minimum Occupant Load - Table 1004.1.1 Per FBC Section 1002: Gross Floor Area = Floor area within the Inside perimeter of the exterior wells of the building, exclusive of vent shaft and courts, without deduction for corridors, stairways, closets, to thickness of interior wells, columns or other features. The floor area of a building, or portion thereof, not provided with surrounding exterior walls shall be the usable area under the horizontal projection of the roof or floor above. The gross floor area shall not include shaft with no openings or Interior courts. Not Floor Area = the actual occupied area not Including unocupled accessory areas such as corridors, stairways, toilet rooms, mechanical rooms and closets. W.W=01001do plens Review 122 SIF Tower 69 SF I L — — — — — — L F- — — — — — — — — — — — — — — — — — I office 96 SF 103 :1 169sp- Reception Ej-007] FE 229 SF 1117�0' Bath 3,276 GSF (EXISTING) LIL2A h — — — — — 50 S—F —1 — — — — — — — — — — — — — — — Future officees office office Bunk 112 Lobby 91 SF 93SF 106 SF �j [ 110 3:F� 1 97 SF 74 FT TRAVEL DISTANCE i4mor C EMME 0M ME . . ME mEN'mSR `70 ME ME ME ME E (F; rO MmM M) FEC ES 1,01me Conference Z 0 21 \\,44 300 SF 21 0 SF� 0 tZ 01 ce) looticlor' F F_ E3 _j ,SF *Jftn - 49 SF" L Reports 0111108 108 SF 115 32 SF Room lie 110SF corrid" 71 117 FireMarshal's 75 SF 011fice 253 SF 0 OFE Corrklor JL ME ME ME #*(-_— Kitchen Ell M F-12-17 ......... / ........... 256 SF Decontarril 85 SIF Dayroorn 417 8F 108 SIF _�o If a07 E)08T. TO REMAIN ,/0 0 r1K 154 FT Bunk Room Broakroorn (FROM MEN'S ROOM) F 122 313 SF 610 SF SOLAR PUMP STATION �POLAR WATER HEATER 1 HR L 1 HR IE I Equipment ..... .... Generator Storep Wall Room IL 164 SF 268 SF 189 SF LIFE SAFETY FLOOR PLAN /A VI/I ��i 1/8' = V-0, storage L 125 L 21 SF FBC TABLE 1004.1.1 - MAX. FLOOR AREA ALLOWANCES PER OCCUPANT Business 1 Person/ 100 GSF Assembly (UnconoenftW) 1 Person/ 15 NSF Dormitories 1 Person/ 50 GSF Parking Garages I Person / 200 GSF Storage 1 Person / 300 GSF Calculate FBC Occupant Load of the Building: Room No. & Room Name Area Factor Occupants (for Exiting & Fixture Count) Now Construction: Reception 229 NSF 1 Person/ 100 GSF 2 Tower 64 NSF I Person/ 100 GSF 1 Plans Review 122 NSF I Person / 100 GSF 2 Office 96 NSF I Person / 100 GSF I Office 91 NSF I Person/ 100 GSF I Future Office 93 NSF I Person/ 100 GSF I Women 47 NSF 1 Person /100 GSF 1 Men 53 NSF 1 Person/ 100 GSF 1 Conference Room 300 NSF I Person/ 15 NSF 20 30 Persons Existina Construction: Lobby 97 NSF 1 Person/ 100 GSF 1 Reports Office 108 NSF I Person/ 100 GSF I Fire Marshal's Office 253 NSF 1 Person/ 100 GSF 1 Gear Room 110 NSF I Person /100 GSF 1 Decontamination 85 NSF 1 Person/ 100 GSF 1 Restroom 106 NSF 1 Person/ 100 GSF I Dayroom 417 NSF I Person/ 100 GSF 4 Kitchen 286 NSF 1 Person/ 100 GSF 3 Breakroom 615 NSF 1 Person/ 100 GSF 6 Bunk Room 313 NSF I Person/ 50 GSF 6 Officer's Bunk 106 NSF I Person/ 50 GSF 2 Bath 50 NSF I Person/ 50 GSF I Apparatus Bay 480 NSF 1 Person / 200 GSF 2 Apparatus Bay 476 NSF 1 Person / 200 GSF 2 Apparatus Bay 478 NSF I Person / 200 GSF 2 Apparatus Bay 478 NSF 1 Person / 200 GSF 2 Equipment Storage 164 NSF 1 Person / 300 GSF 1 Well 272 NSF I Person 1300 GSF I Generator Room 192 NSF 1 Person / 300 GSF 1 Storaos 75 NSF I Person / 300 GSF I 43 Persons TOTAL OCCUPANCY 73Persons Required Egress width for Doors: Factor 020 per occupant for Door Opening a (FBC Table 1005, Pg 10.5) 73 Persons (Xfilerson) - 14.6- Door WIM Exist Capacity: Sr Wide Door Opening + .2"/Person 170 Persons W Wide Door Opening + 2"lPerson 340 Poisons Portable Fire Extinguishers: Re* to NFPA 10 - Standard for ftrtohlb Rm Wnyukhers, 2010 EdWon lbr portable fire extingul" requiremerits. Class A Hazards (Typical): Maxlrnurn Travel Distance to Ex*VuWw - 717 Apparatus Apparatus Bay Bay 128 129 480 SF 478 SF 170 131 FT ME M5 ME M0 ME ME ME SEE ME ME (FROM MEN'S ROOM) Apparatus ApparAn Bay B" 130 131 478 SF 478 SF 4 4 4 Plumbing Fixture Calculations: Plumbing fixtures shall be provided .... as per FBC-P Table 403.1. The number of Occupants shall be determined by the Florida Building Code - Building. The occupant load content shall be composed of 50 percent of each sex (FBC-P 403.1.1 Pg 4.4) FBC-P 403.1.1 Fixture Calculations - Exception: the total occupant load shall not be required to be divided In half where approved statistical data indicates a distribution of ft sexes of other than 50 percent of each sex. 73 PERSONS: 70% MALES + 30% FEMALES = 51 MALES + 22 FEMALES PLUMBING FIXTURE REQUIREMENTS WATER CLOSETS LAVATORIES DRINKING FOUNTAIN MALE I FEMALE MALE __]_ FEMALE I PER 25 FOR THE FIRST 50 AND I PER 50 FOR THE REMAINDER EXCEEDING 50 1 PER 40 FOR THE FIRST 80 AND I PER 80 FOR THE REMAINDER EXCEEDING 80 1 PER 100 2 REQUIRED I REQUIRED I REQUIRED I REQUIRED I REQUIRED 3 EXISTING 3 EXISTING I EXISTING NEW CONSTRUCTION: 3 PROVIDED 1 PROVIDED 3 PROVIDED I PROVIDED 2 PROVIDED FBC PLUMBING SECTION 419 URINALS: URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 50 PERCENT OF THE REQUIRED WATER CLOSETS IN BUSINESS OCCUPANCIES. URINALS PROVIDED: 0 REQUIRED / 0 PROVIDED SERVICE SINKS: 0 REQUIRED / I PROVIDED M-0 ILIFE &AFEW LEGEND (SEE ELECTRICAL SYMBOL LEGENID) PRIMARY EXrr IM1116INCY UWff FDCrURE Eu ampummusiffrKME SECONDARY E)ff EMERGENCY FLUORESCENT FDCrURE MOT S*N E)ffCAPACrrY MA�OFPWWONM FIRE ALARM MANUAL PULL STATION FE FIRM EXT94OUNHOM 14AM ALARM HORNN%ASHINQ 8 IRONS LXW WAXETWITID. FEC FRE EXTV49UNIM CANDMIT AND FIRE EXTHRODMIL FIRE ALARM HORN FIRE RATED PARTMONS FIRE ALARM Wini RAMON 87MM LOU AS PER PLANS EXISTING CONSTRUCTION FACP FIRE EXTINGUISHERS PROVIDE MULTI -PURPOSE, DRY CHEMICAL TYPE FIRE EXTINGUISHERS FOR CLASS A. B AND C FIRES. MINIMUM RATING IS 2A 10 BC. LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 N CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, Fl. 33701 (727)823-0675 AA2WM7 0 N LIFE SAFETY FLOOR PLAN Al A SCALE: 1/8"= V-0" m 0 REMOVE EXISTING - STAIR d MEZZANINE ABOVE -i:: . =)1: c r• . = - ' • :1ilo: tVe REMOVE EXISTING O.H. � Lobby GARAGE DOOR 8 TRACK _� II _� II REMOVE EXISTING I I W" TYP. RELOCATE EXISTING / ] I I L DRYER a ICE MACHINE TO / JU APPARATUS BAY 128 / REAAOVE EXISTING O.H. L GARAGE DOOR 8 TRACK r N YI \ /,F 6� 7-MEMCMENE2 �I I REMOVE EXISTING O.H. I GARAGE DOOR 8 TRACK I I OlNllroolll I 1Z8 610 SF i 11 II PLYWOOD M I I 1� 104 8F L �` NW 128 M OF REMOVE EXISTING DOOR a FRAME, TYP. P REMOVE EXISTING J WATER HEATER MOUNTED ON STRUCTURE ABOVE 1 DEMOLITION FLOOR PLAN A2.1 Iff • 1,4r Appwdn 180 478 8F NO O.H. A TRACK -0 .rwa r•• AppWabr 181 478 SF SLAB ---mp--- .t_:_f 4 IPA: o.it. 1:_r. • �1: c r •- ... .- c = - A I c': LEAN= A. ARROYO CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO.2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 000 SEOOM AVB M SOUTH ST. PenoRsam m um mn anmm A429000 7 l� DEMOLITION FLOOR PLAN �A2m� 1 rk 1 /3-- 1 AS.S AS.S AS.4 �. �— -------+— +------------L— , 112A 80 -------------------------� --- I777 I I oleo. I 0 108 omn I 108A 0 ofmoo 1088 0 ��'y amoora sunk I 112 1lopoeb ON" 114 118 o..r sow 918E 03 8F 110 100 OF I 108 8F ffi OF 1R ; Z0' 110 8F 122 OF I , b to ,2s f 810 8F SOLAR PUMP STATION TSOLAR WATER HEATER' owfoor em& a 313 OF Elm MEN MER I 1 CONSTRUCTION FLOOR PLAN ', I Appwain 4W OF i r ga s 478 OF 2 AS�4 L.EANDRO A. ARROiYO FL REG. NO. 128 8 CITY OF 2EPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO.2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 8Ev0W AVEMJE SOUTH 8T. PETEIwwU rA n um AMN0 W l �1 CONSTRUCTION FLOOR PLAN �A22� r 1 DIMENSION PLAN 3 FURNITURE & EQUIPMENT PLAN A2.3 1/4• =1,4r amr Room 118 110 SF Stonqp 117 75 SF R"bo m 119 108 SF W — — — � conldor 111 Decontamination 118 i� 85 SF J 119 — — 106 SF APPraius 12B A Bull -.- J _L Rw*%W 104 1= 8F 4 11 L 4 Q� C om" 18 105 68 8F u J pIM ,8,ZW OF conww 103 1008F 5 8 9 512) 23 Q5 1 r 1 22 L TV. 300 OF 9, Town — 101 04 OF A El 2 FURNITURE S 3Lm L Conidor 107 135 8F ELEC. WATER COOLER ��/ Yon 106 I \ 468E LEANDRO A. ARROYO FL. REG. NO.12320 xr A" CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO.2 CONSTRUCTION DOCUMENTS � 12-07-2012 � � CB+A #1201 m C/WERDAY BEJ.FSKY ARROYO ARCHITECTS !ODlBCdOAVOW ldlIX dT. Pl101lBIIRfr. R !tl'01 pa162i0l76 A1191000l1'7 DIMENSION PLAN, ■ ■ FURNITURE & EQUIPMENT PLAN A2m3 SCALE: 1/40 - 10 ■ ■ too _,. . - . -,.. eye, _; C . ko--111�)Lalka oh 6• x 50 BOX GUTTER AS PER NRCA DETAIL A WTL-2 STANDING SEAM METAL ROOF DOWNSPOUJT LOCA TYP _ _ SUM. VTR EXISTING ANTENNA TO BE REMOVED F— ---7 k + I I TO BE R■MOV® L L-- LINE OF TOWER ROOF ABOVE TOWER 6• x V BOX GUTTER \— AS PER NRCA DETAIL A fnA NEW STANDING SEAM—� METAL ROOF c 2 it r 5 [O` 6 2 VTR O 6 6 IIIXIIIITNO AR NTAI0 i 1XHAUffP. RAID TO NEW ROOK BBNATION 9 .6 1 ROOF PLAN A2.4 U6" • 114r REMOVE EXISTING ROOFING AND INSULATION. PROVIDE NEW TPO ROOFING ON RIGID INSULATION. EXISTING ROOF HATCH: RAISE TO NEW ROOF ELEVATION ALUM. CANOPY 6' x 6' BOX GUTTER AS PER NRCA DETAIL A WMA S SI M. - SLOPE BLADE 1 / IW / Ovm O EXIST VTR 2 REMOVE EXISTING ROOFING TECTUM INSULATION AND METAL DECK PROVIDE NEW TPO ROOFING ON RIGID INSULATION ON NEW METAL DECK SEE STRUCTURAL DWGS. CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO.2 CONSTRUCTION DOCUMENTS IN 12-07 Z012 � CB+A #1202 ■ 91 ■ CANERDAY BELFSKY ARROYO ARCHITECTS SM SEDM AVIRM SOMM W. PETEt IMA K WMI mn amm AA20000W ROOF PLAN A2.4 SCALE. 1/8" =1 -V • Zk1 -Jbm • - . cT 1 -7 Tc . GA, ;;:V k, I oil I- « REMOVE EXISTING LOUVERB, TYP. - • :�1 c «•- ------ ------- ------ ------ 1 NORTH ELEVA A8.1 j Iff =1'I - DEMOLITION REMOVE EXISTING METAL PANELS • � c REMOVE E)USTING --PANELS .. REMOVE EXISTING COPING. EXIST. A/C UNIT -- , REMAIN "11�1'1'II- -- 3 SOUTH ELEVATION - DEMOLITION REMOVE EXISTING CONC. LOWERS. TYP. r=====_ u u :J1: c .�� •, fit: � r REMOVE EXISTING REMOVE EXIST. TANK & METAL PANELS METAL SUPPORT •� �1C_ I`c • ■ 'I®®I J FFMED IrEir=1I I_®®I Ir=lr�I eEa FIR Z. STATIO * REMOVE EXISTING SIGNAGE REMOVE EXISTING COPING. TYP. CMU. SEE STRUCT. WINDOW DWGS. EAST ELEVATION - DEMOLITION Iff =1'-0' �1: c we 0 �M IrEir=1I I®®I • :3,1 : �cl c WEST ELEVATION - DEMOLITION Iff =1'-w TOWER, IN FRONT CANOPY TO REMAIN CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO.2 CONSTRUCTION DOCUMENTS � 12m-2012 m � CB+A S'1202 � CANERDAY BELFSKY ARROYO ARCHITECTS eooescaoAveuEeoum R. PlINlNm R !lJOI (!4!)!8!0l7E MIf1000!!7 EXTERIOR ELEVATIONS ' ■ DEMOLITION A3.1 scue: trey - r1 0 ■ EAGLE WEATHER VANE — NEW METAL ROOF OVER — NEW HIP ROOF STRUCTURE METALTU13E 19 FABRICATED BRACKETS TYP. E THIN BRICK TYP. STUCCO RAISED MOULD DETAIL. TYP. NEW FDCED GLASS SYSTEM ON E)=NG OPENINGS, TYP H NEW STUCCO SYSTM, 7YP. NEW ALUM. & GLASS REMOVED METAL PANEL FASCIA. O.H. GARAGE DOOR TYP. NEW STUCCO SYSTEM, TYP. /I NEW METAL TRIM FLASHING NORTH ELEVATION 1/8"m T-w 3 SOUTH EL AU Ifir m l'-W 4 ,or --------- ---- ----------------- m- ------ --------- - ------------------- ----------- -- ------------------ ----------- ------ -------- m ---------- ----------- ------ mm ---------------- - ------------------ n FBI. NEW METAL TRIM FLASHING--\ REMOVED METAL PAN& FASCIA. NEW STUCCO SYSTEM. TYP. NEW METAL ROOF OVER NEW ENTRANCE STRUCTURAL CANOPY "NT. TV. NEW FD(ED GLASS SYSTEM ON E)WITING OPENINGS. TYP r HIGH RAISED LETTERS. CAST ALUM. WITH BRUSHED FINISH. FONT STYLE SHALL BE "ARIAL'. REMOVED METAL PANEL FASCUL NEW STUCCO SYSTEM, TYP. NONUALOUTTIM AND DOWNSPOUT SYSTEM PREMANUFACTURED CANOPY r- EXIST. AIC UNIT' TO REMAIN DRAIN SLOT AT FRONT OF CANOPY. COORD. WITH LOCATION OF EKIST. C.U., TYP. (2),Vx lY SOLAR PANELS,7 j EAGLE WEXTHERVANE— NEW METAL ROOF OVER NEW HIP ROOF STRUCTURE METALTUBE FMRMTEDBRACKETS TYP. STUCCO RAISED MOULD DETAIL. TYP. NEW FUM GUM SYSTEM ON EXE I NG OPENINGS, TYP NEWMANSAWCANOPY TOWER BEYOND — '(D 1� 111 �1� (i� yl F� NEW V4r DIA. FIRE DEPT. EMBLEM (IN COLOR) PRINTED ONALLIM. Ir HIGH STUCCO BAND,TYP. ------ m --------------------- --14p- ----------------------- m—m— ------ INIIIIIII-i ----------------------- NEW FD(ED GLASS SYSTEM, TYP. 3W HIGH RAISED LETTERS, CAST ALUM. WITH BRUSHED NEW STUCCO SYSTEM OVER CMU, TYP. FINISH. FONT STYLE SHALL BE NEW PILASTER, TYP. "ARIW. NEW ALUM. & GLASS O.H. GARAGE DOOR, TYP. NEW STUCCO SYSTEM, TYP. rl; /- NEW METAL TRIM FLASHING I ap ---x rp ZI 1p 4 ) WEST ELE AUJ Iff = 1'4r WEST ELEVATION 1w = 1'-w PILASTER. TYP. \LNEW STUCCO SYSTEM /"'-2� EmT ELwA-nON Iff a 1,4r EAGI WEATHERVANE — NEW METAL ROOF OVER — NEW HIP ROOF STRUCTURE METAL TUBE 19 FABRICATED BRACKETS— TYP. STUCCO RAISED MOULD DETAIL, TYP. NEW FD(ED GLASS SYSTEM ON E(ISTINQ OPENINGS. TYP. NEW METAL TRIM FLASHING �tl �—NEWDOOR&Lwlrrm \vawmoLJOINlTTYP. THIN BRICK TYP. REMOVED METAL PANEL FA90UL NEW STUCCO SYSTEM. TYP. NEW METAL ROOF OVER -F� / /—STRUCTURAL CANOPY �r 10 Vi'IA i'l =Cil 11:0:0 LEANDROA.ARROYO R- REG. NO. 12328 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS SW 800M AVISM SOUM ffr. PunINBUFA R. UM man4m A42WODW LA I t:KIUK t:LI=VA I 1UNt,". 0 RENOVATION A3.2 SCAI-E: Iff = V-00 E 0 0 e- i 1 NORTH -SOUTH BUILDING SECTION A3.3 1/4" =1'-0" 3 EAST -WEST BUILDING SECTION A3.3 1/4" =1'-0" 2 EAST -WEST BUILDING SECTION A3.3 1/4" =1'-0" LEANDRO A. ARROYO FL. REG. NO. 12328 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO.2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0875 AA28000587 l ' 0 ■ BUILDING SECTIONS SCALE: ?/4•-,�-0• m A3m3 0 1 NORTH -SOUTH BUILDING SECTION A .4 1/4" =1'-0" NOTE: EXISTING BUILDING SECTIONS ARE PROVIDED FOR REFERENCE 2 EAST -WEST BUILDING SECTION A3.4 1/4' =1'-W LEANDRO A. ARROYO FL. REG. NO. 12320 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO.2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS SW SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 VM 823.0675 AA28000587 ■ BUILDING SECTIONS A3m4 SCALE: 1/4' = 1'-0" m E ■ B. 0. CANOPY EL 1 (Y-0- (+/-) EXIST FLOOR SLAB EL V-0, NORTH -SOUTH BUILDING SECTION 1/4* = l-W / "� OfITH-SOUTH BUILDING SECTION ' 3 N_ ��5 3/8" = V-0' l 0 a. NOTE: EXISTING BUILDING SECTIONS ARE PROVIDED FOR REFERENCE a cf) F (2 EAST -WEST BUILDING SECTION A3.5 1/4"m V-0' T. 0. MASONRY EL 31-4r (+/-) '\ B. 0. OPENING EL XY-W (+/-) ot B. 0. OPENING �-F EL 24W (+/-) T. 0. OPENING EL 220 (+/-) B. 0. OPENING EL 19-V (+/-) T. 0. OPENING EL 14'-W (+/-) B. 0. OPENING EL W-V (+/-) T. 0. OPENING EL 9-r (+/-) B. 0. OPENING EL Z-V EXIST FLOOR SLAB EL 01-T 111 Tower NORTH -SOUTH BUILDING SECTION � �-5 3/8'= l-W PRE-ENGINEERED / PREFABRICATED LIGHT GAUGE STEEL TRUSS WBATT INSULATION R=24 CLEAN UNDERSIDE OF ROOF DECK & PAINT, TYP. CLEAN ENTIRE EXISTING HOSE STRUCTURE & LADDER & PAINT, TYP. WINDOWS, TYP. GYP. BD. ON 15/80 METAL STUDS, I (r O.C., TYP 1 1/22 RIGID INSULATION, TYP 80 BLOCK INFILL SEE DETAIL #31A8.1 FOR JAMB CONNECTIONS BUILDING SECTIONS SCALE: 1/4"= V-0" LEANDRO A. A FL. REG. NO. CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS SW SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-WT5 AA28000587 A3m5 SIX 3 &8" MTL STUDS AT 16' O.C. WOOD BLOCKING 112" PLYWOOD WITH PLASTIC LAMINATE FINISH A INTERIOR ELEVATIONS 3W 1W FmcEFnON 100 - DESK 2'-On 1 7771 4 % J"'l D �A&l. V 51-in 0 0 -9 2r H. COUNTER 04 I - - - - - - - - -- L__l 3ir H. POUNTER 33" H. COUNTER 0 Ramption 3(r x 46* ACCESSIBLE SPACE I— — — — — — — — — — — ENLARGED FLOOR PLAN &T V-w mcurrm 100 WALLBEYOND V-2' 8 7/8' 51/8w 2'-0" SEE EDGE DETAILW LAM. A Q3 LAM. C ........ ........ ....... WOOD BLOCKING — ...... 3 &So MTL STUDS % AT 16" O.C. EFC0 DOOR & DRAWER PtALL 1/7 PLYWOOD WITH 14-1/2' PLYWOOD. PROVIDE PLASTIC #DP46A TYP PLASTIC LAMINATE LAM. FINISH AT EXPOSED AREAS FINISH SECTION 11/20 l-W RECEPTION DESK PLASTIC LAM. W wKEMPRESIW WORK SURFACE AND BACKSPLASH AT ROOM 130 PLASTIC LAM. wCo EFCO DOOR & DRAWER PULL #DP46-A. TYP PLATIC LAM. "Ba CORE MATERIAL - SEE SPECIFICATIONS EDGE DETAIL W LAM. B SECTION 11/20 1'4r PLASTIC LAM. W PLASTIC LAM. W FACE OF DRAWERS IN ADJACENT CABINETS CORE MATERIAL - SEE SPECIFICATIONS EDGE DETAIL "B" LAM. B co '41 2'0 LAM. A SEE EDGE DETAIL "B" RAKKS COUNTER SUPPORT BRACKET- MODEL #EH-1818-FM (WWW.RACKS.COM) Q MAX. T-W O.C. CABINET BEYOND—/ 117 PLYWOOD WITH PLASTIC LAMINATE FINISH RECEPTION DESK 1/4w _tT. FACE OF WALL- 1/4"PLYWOOD EXPOSED EDGE PAINTED BLACK SOLID COLOR PO 'L11'lArlrllMAl COUNTER (3 APPI ELEVATION I Im Nr SOLID COLOR POLYCARSONATE COUNTER (3-FORM INC. OR APPROVED EQUAL) STAINLESS STEEL STAND-OFF, I- DIAMETER (3-FORM INC. OR APPROVED EQUAL), TYP. SHELF UNIT t:UUtz Ut: I AIL (PLM VIEW) WOOD BLOCKING 3 5/8" MTL STUDS AT 16"O.C. 1/2* PLYWOOD WITH PLASTIC LAMINATE FINISH SECTION OPP. HAND OPP. HAND RECEPTION DESK H/C ACCESSIBLE COUNTER v- LAM. —LAM. 5/8w UPPER CABINETS i ur - v4r FACE OF WALL 2'-On SECTION loll U: 1:11 -ILI SEE LINE BMNG MTAIL 121A5.1 EFCO DOOR & DRAWER PULL #DP46-A. TYP SEE EDGE DETAIL a LAM. A E><IX L LAM. C EFCO DOOR & DRAWER PULL #DP46A TYP LAM. I� LEANDRO A. ARROYO FL. REG. NO. 12328 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS i ur v4r RECEPTION DESK ivr-vo RECEPTION DEW 12-07-2012 CB+A #1202 CORE MATERIAL LINE BORE 3fl(r DIAMETER X 3V DEEP AT 11-11W O.Q. Typ. CANERDAY BELFSKY + WHERE 94MVES ARE ARROYO REQUIRED SIDE BY SIDE ARCHITECTS SW SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (M 82Sa75 AA20OW587 LINE BORING PLAN View MILLWORK DETAILS �V' lwzlw A50 1 W.&E AS NOIZD Plans Reviaim 104 Office Stor. 104A Reception F—Foo---- Tower 101 c.j. c.j. MEMIN PLASTER SOFFIT TOWER SOFFIT � �61 1/8' = T-V 0 PLASTER SOFFIT =Nip C'J. c.j. W. LobW 110 MENEVENEWE I � I WWWWO-A-A 0 ' R100 10 00 T 10 Corriclor Kitchen Corridor 107 Fire Manftrs Office 113 Dayroorn EMST. TO REMAIN m Breakroom Equipment storage Well F —12-4 PRE-ENGINEERED ALUM.CANOPY REFLECTED CEILING PLAN �61 1/8' = V-0, 117 Corrklor Sunk Room Generator Room CEILING LEGEND m SUPPLY AIR DIFFUSER z RETURN AIR OR EXHAUST GRILLE LAY4N LIGHT FD(TURE WALL MOUNTED LIGHT FIXTURE SUSPENDED LIGHT FIXTURE ILLUMINATED E)ff SIGN 04ADED AREA - DIRECTION OF EGRESS) EMERGENCY LIGHT FIXTURE Apparatus Apperstive B" Bay d 128 W EQ. I? C14 V_ Apparatus Bay Bay 130 O.H. SECTIONAL DOOR TRACK TYP. SMOKE OR HEAT DETECTOR SPEAKER FIRE SPFUNKLER HEAD SUSPENDED ACOUS71M CEILING GYP. BD. CEILING O.H. SECTIONAL DOOR TRACK TYP. RELOCATE EXIST. LIGHTING IN APPARATUS BAYS LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 337oi M 8234875 AA280OD587 REFLECTED CEILING PLAN A6m 1 SCALE: 1/8"= V-0" m 0 r 0� rE LOUVERS TO BE tz� 5 JT BLOCK FACE SHELL TO ACCESS FOR GROUTING 3 INDICATES EXTENT IT FILLED CELLS t, REMOVE BLOCK FACE ) INSTALL REINFORCEMENT, PLYWOOD FORM DOOR FRAME MASONRY IROUT INTO FOUNDATION, 'ET IN SIMPSON STRONG Y SECTIONATTOWER SECTION AT TOWER I/T = V-w 1/2' = V-0' EXISTING STEEL COLUMN TO REMAIN HATCHING INDICATES EXTENT OF GROUTED CELLS, TYP. NEW 8' CONCRETE MASONRY BLOCK, TYP. NEW FOOTING LINE OF EXIST. FLOOR SLAB ASSUMED COLUMN FOOTING VERIFY IN FIELD ELEVATION AT EXTERIOR WALL INFILL 318m = V-00 DRILL & GROUT B" IN SIMPSON STRO TIE EPDXY, TYP. #6 REBAR IN FILLE PRECAST LINTEL DOOR OPENING HATCHING INDICA GROUTED CELLS, NEW 8" CONCRETI BLOCK, TYP. NEW FOOTING LINE OF EXIST. FL ASSUMED COLUM VERIFY IN FIELD 4A 4 x 4,14 GA. CLIPS, TYP. 3 5/8',16 GA. STEEL STUDS, DIAGONAL BRACE, 32* O.C., TYP. 80 16 GA. STEEL STUDS 16-O.C.W/14GATRACK,TYP. 14 GA. CORRUGATED METAL TIES 0160 O.C. W/ (2) 3116" TAPCON TO 41-8m z Z i ma III #5 REBAR IN FILLED CELL, 32' O.C., TYP. ASSUMED WALL FOOTING VERIFY IN FIELD, CONFIRM TOP OF FOOTING ELEVATION & NOTIFY ARCHITECT T 3w On 20 lug 5w 2w 28 4 DETAIL AT STEEL LINTEL 3116W- 3116' TYP. 114- riLLLK FLA I t: 20 4 x 4 x 1/4 STEEL ANGLE WELDED TO EXISTING JOIST TOP CHORD AT PANEL POINT 3 1/2- 16 GA. STEEL STUDS, DIAGONAL BRACE, 32m O.C., TYP. OIL T.O. OPENING '-,v EL I (Y-0- (+/-) HICK STUCCO W/ METAL LATH ENSGLASS SHEATHING, TYP. GA METAL STUDS, 1113- O.C., TYP. IULATION BATTS, TYP. o1b B.O. FRAMING \-F EL V-6 1/20 IINUM WINDOW NODIZED ALUMINUM K METAL WINDOW SILL OIL T.O. MASONRY \-F EL 3-40 JTED CONTINUOUS KNOCK OUT �K WITH (2) #5 REBAR HICK STUCCO ON NEW MASONRY :BAR IN FILLED CELL, .C., 1w. EXIST FLOOR SLAB EL ow x I TD CONT. FOOTING W/ '&B CONT. W/ #3 STIRRUPS 'O.C. MAX i (4k� SECTION 3/4' = V-0" CITY OF ZEPHYRHILLS RENOVATION OF GROUT FIRE RESCUE STATION NO. 2 314" DIA A-307 THRU BOLTS AT 120 O.C. Ju C10 x 15.3 EA SIDE (AT TOWER) C6 x 8.2 CONSTRUCTION DOCUMENTS OF WALL OPENING 1/40 PLATE LENGTH INSTALL STEEL & GROUT 3.- PRIOR TO DEMOLITION 4 OF MASONRY BELOW 12-07-2012 0 m CB+A #1202 1/4" FILLER PLATE ELEVATION AT C1 0 x 15.3 END DETAILS �'A&j) 1 1/2" = I-(r AS NOTED CANERDAY BELFSKY ARROYO ARCHITECTS 8DO SECOND AVENUE SOUTH ST. PETERSBURG. FIL 33701 (727)823-0675 AA2WDD587 m I ('413'� ELEVATION AT EXTERIOR WALL INFILL AD. - z V-0' \C- !) 3/8 ELEVATION AT C6 x 8.3 END �A&j) 11/2"= V-13" A8,1 0 Xl 2'-S" �W-A ":1-1:011y, L4x4x5/l6x6 1/20 BACK TO BACK, W/ (2) r ALL THREAD & EPDXY ANCHORS, frEMBED r- 1 1/4' �4'� 1 1/4" 6 1/2" 4j= 3'-0" SQUARE ('l _�� SECTION AT ENTRY CANOPY ��2 1/2"m V-0" FRAMING AT NORTH CANOPY 1/2" = V-0" STANDING SEAM META 3140 CDX PLYWOOD ot T.O. COLUMN -- "-F ELI V-00 PRE-ENGINEERED / PRI LIGHT GAUGE TRUSS, 1 #5 REBAR IN GROUTED KNOCKOUTBLOCK STUCCO FINISH, TYP. 8"CONCRETE MASONR — W/ #2 TIES AT 8" O.C. 120 120 1:1 GROUT CELLS SOLID olb EXIST FLOOR SU 41 EL 0'-T (1) #6 REBAR (4) #5 REBAR EA WAY BOTTOM SECTION AT ENTRY CANOPY ��2 1/2"m V-0" STANDING SEAM METAL ROOF 3/4' CDX PLYWOOD ---' PRE-ENGINEERED / PREFABRICATED LIGHT GAUGE STEEL TRUSS, TYP. W 8 x 18 BEAM W1 4 x 4 x 5/16 x 6 1/2" 33 vvl tz) 4 Pu_L I nm=mu a EPDXY ANCHORS, 60 EMBED 4' 1 1/40 AT BEAM ANCHOR LOCATION, GROUT CELL SOLID W/ (1) #5 REBAR AT (2) ADJACENT CELLS DUT COLUMN .LS SOLID #5 VERT #5 REBAR WAY BOTTOM 11/40 SECTION AT ENTRY CANOPY 1/2' = V-0" T.O. FRAMING EL tf4w (+/-) 314" THK CDX PLYWOOD PRE-ENGINEERED / PREFABRICATED LIGHT GAUGE STEEL BOX TRUSS EXISTING WOOD FRAMING TO REMAIN T.O. EXIST MASONRY EL iop4r (+/-) EXISTING MASONRY STANDING SEAM N PRE-ENGINEERED PREFABRICATED L TRUSS, SEE FRAMI 3/4"CDX PLYWOOC PLASTER SOFFIT ('6_"'� FRAMING AT SOUTH CANOPY FRAMING ABOVE ROOM #109 (_8'� FRAMING ABOVE ROOM #109 �M.2) 1/2"= V-0" A8.2 ) 1/2' = l-V ��.2) 1/2" = l'-Ow 4'� SECTION AT ENTRY CANOPY ��2 112" = V-0" SECTION AT TOWER ROOF 1/2' = l'-O* STANDING SEAM META] ROOF 3140 CDX PLYWOOD 6*x5m BOX GUTTER AS P NRCA DETAIL: A-MTL-2 EXIST. CANTILEVER TO BE USED FOR NEW ROC 3wx3WO, 14 GA STEEL C W/ (2) 31W DIA ALL THRE RODS SET W/ SIMPSON STRONG TIE "SET" EPDXY IN HOLLOW CELL SCREEN TUBES PRE-ENGINEERED / PREFABRICATED LIGHT STEEL MANSARD TRUS! PLASTER CEILING, TYP. 12 12 r_z 21 9`41 VERIFY 2@ SECTION AT CANOPY (4A ��2 1/2"= V-0" FRAMING AT TOWER ROOF 1/2"= V-0" 101-80 EXISTING (VERIFY) &NNh PRE-ENGINEERED PREFABRICATED LIGHT GAUGE STEEL TRUSS ANCHOR ON EXISTING MASONRY, TYP. LIGHT GAUGE STEEL FRAMING AND SHOP DRAWINGS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STRUCTURAL ANALYSIS AND DESIGN OF ALL LIGHT GAUGE COLD FORMED FRAMING USED ON THIS PROJECT. THE INFORMATION CONTAINED IN THESE DRAWINGS IS TO BE CONSIDERED PERFORMANCE SPECIFICATION INFORMATION. ALL LIGHT GAGE STEEL STRUCTURAL FRAMING MEMBERS SHALL BE GALVANIZED (G6O MIN) AND SHALL BE FORMED FROM STEEL MEETING THE REQUIREMENTS OF A.S.T.M. A-446, GRADE 'D' (16 GAUGE AND THICKER MATERIAL WITH A MINIMUM YIELD STRENGTH OF 50 KSI). 1 THE DESIGN SHALL BE PREPARED BY A DELEGATED "SPECIALTY" STRUCTURAL ENGINEER, WHO SHALL HOLD CURRENT VALID REGISTRATION IN THE STATE OF FLORIDA AS A PROFESSIONAL ENGINEER. THE SPECIALTY ENGINEER SHALL BE THE ENGINEER OF RECORD FOR THAT PART (THOSE ELEMENTS) OF THE STRUCTURE OF WHICH HE DESIGNS. 2. THE DESIGN CRITERIA FOR LATERAL LOADS SHALL BE ASCE 7-10, VuLT = 148 MPH, VAw = 115 MPH WIND VELOCITY. 3. THE DESIGN BUILDING CODE SHALL BE THE 2010 EDITION OF THE FLORIDA BUILDING CODE. 4. MAXIMUM LIVEIWIND LOAD DEFLECTION SHALL BE SPAN/360. 5. SUBMIT TO THE ARCHITECT COMPLETE DESIGN/SHOP DRAWINGS FOR ALL LIGHT GAUGE COLD FORMED STEEL FRAMING TO BE USED ON THIS PROJECT. DESIGN/SHOP DRAWINGS SHALL PROVIDE COMPLETE INFORMATION ON STUDS, TACK, JOISTS, BRIDGING, BRACING, STRAPS, CONNECTIONS, ETC., NECESSARY TO ASSEMBLE THE COMPONENTS INTO A SYSTEM HAVING APPROPRIATE STRUCTURAL INTEGRITY. ALL MEMBERS SHALL BE SPECIFIED IN THE SUBMITTAL, WHICH SHALL INCLUDE, MANUFACTURER AND REQUIRED STRUCTURAL SECTION PROPERTIES. DETAILS OF ALL CONNECTIONS SHALL BE INCLUDED. ALL CONNECTIONS BETWEEN LIGHT GAUGE FORMED STRUCTURAL MEMBERS SHALL BE MADE BY WELDING, UNLESS OTHERWISE NOTED. SUBMITTAL SHALL INCLUDE COMPLETE DESIGN CALCULATIONS. BOTH DESIGN/SHOP DRAWINGS AND SPECIALTY ENGINEERING CALCULATION PACKAGE WHICH SHALL BEAR THE SIGNATURE AND SEAL OF DELEGATE "SPECIALTY" STRUCTURAL ENGINEER WHO WAS IN RESPONSIBLE CHARGE OF THE DESIGN OF THE LIGHT GAUGE STEEL FRAMING COMPONENTS AND SYSTEM. (NOTE: THE SPECIALITY ENGINEER MAY, AFTER RECEIVING APPROVAL FROM THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD, MODIFY ANY DETAIL THAT HE DEEMS APPROPRIATE DURING HIS DESIGN AND DETAILING PROCESS.) PRE-ENGINEERED I PREFABRICATED LIGHT GAUGE STEEL TRUSS,TYP EXISTING MASONRY WALL BEL 71 I I Lj MANSARD TRues m � - 0 WWI". LEANDRO A. ARROYO FL. REG. NO. 12328- CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 ........... CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 9M 8234)675 AA20000567 A 0 0 DETAILS A8.2 SCALE: AS NOTED 0 REMOVE EXIST. THERMOPLASTIC POLYOLEFIN (TPO) ROOFING MEMBRANE, COVER BOARD AND RIGID INSULATION EXIST. METAL DECK TO REMAIN EXIST. STEEL JOIST TO REMAIN DEMOLITION - ROOF EDGE DETAIL 3m = 1 1-0" 31-00 METAL TUBE FABRICATED BRACKET SEE BUILDING ELEVATIONS FOR LOCATION. 40 1 REMOVE EXIST. WOOD BLOCKING NOTE: VERIFY MST. STRUCTURE REMOVE EXIST. METAL DRIP EDGE MST. So CMU TO REMAIN THERMOPLAS71C POLYOLEFIN (TPO) ROOFING MEMBRANE ON BONDING ADHESIVE ON 5V M.R. COVER BOARD ON TAPERED R-24 RIGID INSULATION ON EXIST. METAL DECK SEALANT- 3m SLOPE DN. 1/40PER FT. r DRAINING PERIMETER EDGE DETAIL 3H = it -On emmw%m w%m&-r wummAw-" A&"^ - 2! A ADHERED OR WELDED FLASHING MEMBRANE. EXTEND APPROX. 3' BEYOND FLANGE. FASTENERS AT APPROX. 30 TO 60 O.C., STAGGER SEALANT ALUM. DRIP EDGE. COLOR TO BE SELECTED BYARCHITECT 2 x P.T. WOOD BLOCKING EXTEND TPO FIELD SHEET BELOW WOOD BLOCKING to CONT. CLEAT CASING BEAD & SEALANT CEMENT PLASTER ON GALV. METAL LATH ON 15# BUILDING PAPER ON EXIST. 8w CMU OCIAMIC CV10'r ULle%nr% 01 fW%Wiklf-% 3T. STRUCTURE EXIST. METAL DRIP EDGE EXIST. GUTTER AND ,OUTS ETAL ANGLE TO REMAIN M& STRUCTURE TO REMAIN � EXIST. VERTICAL IATED MIETAL SKNNG : EXIST. STEEL ANGLE 'CMU TO REMAIN THERMOPLASTIC POLYOLEFIN (TPO) ROOFING 1MEMBRANE ON BONDING ADHESIVE ON 518" M.R. COVER BOARD ON TAPERED R-24 RIGID INSULATION ON EXIST. METAL DECK SEALANT—\ 3 SLOPE DN. MIN. 1/40PER FT. =F 9-- I L DRAINING PERIMETER EDGE DETAIL 3w = V-0" I - kfw.rzf:�71c�.-'F.Xzl Wig', �J7;j IS SLOPE DN. 1/4"PER FT. m- - - --------- Well �t ADHERED OR WELDED FLASHING MEMBRANE. EXTEND APPROX. 30 BEYOND FLANGE. FASTENERS AT APPROX. 30 TO 6" O.C., STAGGER ALUM. DRIP EDGE. COLOR TO BE SELECTED BY ARCHITECT 2 x P.T. WOOD BLOCKING EXTEND TPO FIELD SHEET OR PROVIDE A SEPARATE MEMBRANE SHEET EXISTING 8" CMU STANDING SEAM METAL ROOF ADHERED OR WELDED FLASHING MEMBRANE. EXTEND APPROX 3* BEYOND FLANGE. FASTENERS AT APPROX 3w TO 60 O.C., STAGGER SEALANT ALUM. DRIP EDGE. COLOR TO BE SELECTED BY ARCHITECT 2 x P.T. WOOD BLOCKING ALUM. GUTTER EXTEND TPO FIELD SHEET OR PROVIDE A SEPARATE MEMBRANE SHEET CEMENT PLASTER ON GALV. METAL LATH 7/80 THK CEMENT PLASTER ON GALV. METAL LATH ON 40 MIL. THICK SELF -ADHERING SHEET WATERPROOFING EXISTING STRUCTURE BEYOND 7-1 5180 DENS -GLASS GOLD (OR APPROVED EQUAL) R-1 I BATT INSULATION Or STRUCTURAL METAL STUDS AT MAX. 16m O.C. 5W M.R. GYPSUM BOARD DOWNSPOUT, BEYOND ASING BEAD ASING BEAD AND SEALANT 'EMENT PLASTER ON GALV. METAL LATH )N EXIST. 8" CMU LEANDRO A. ARROYO FL. REG. NO. 12328 rj�( a I I I kit CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS OW SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727)8234)675 AA26000567 BRACKET DETAIL 3/4" = I 1.0m 5 DEMOLITION - ROOF EDGE DETAIL ,8.3 3H = 1 '-011 DRAINING PERIMETER EDGE DETAIL 3" = 11-om 0 0 ROOF DETAILS A8.3 SCALE: AS NOTED m THERMOPLASTIC POLYOLEFIN (TPO) ROOFING MEMBRANE ON BONDING ADHESIVE ON 5/8" M.R. COVER BOARD ON TAPERED R-24 RIGID INSULATION ON NEW I 1/2"METAL DECK SEALANT SLOPE DN. MIN. 1/4"PER FT. ADHERED OR WELDED FLASHING MEMBRANE. EXTEND APPROX. 30 BEYOND FLANGE. FASTENERS AT APPROX. 3" TO 6"O.C., STAGGER SEALANT ALUM DRIP EDGE. COLOR TO BE SELECTED BY ARCHITECT A 2 x 4 P.T. CONT. WOOD BLOCKING EXTEND TPO FIELD SHEET BELOW WOOD BLOCKING ge CONT. CLEAT 2 x P.T. CONT. WOOD NAILER IW M.R. GYPSUM BOARD, PAINTED J-BEAD AND SEALANT Apparatus EXIST. 8"CMU Bay 40 DRAINING PERIM 3H = 1 I -On DETAIL POLYOLERN CIPO) ROOFING MEMlBRANE ON BONDING ADHEWA ON &V M.R. OOVER BOARD ON TAPERED R-24 RKND INSULATIlON ON EXIST. METAL DECK SEALANT-------\ OT USED) (--5'� RAISED PERIMETER EDGE DETAIL 3" = 1 1-0" CMU PILASTER, BEYOND 7/8* THK CEMENT PLASTER ON GALV. METAL LATH ADHERED OR VVELDED FLASHING MIENSPIANE. EXTEND APPROX. 30 BEYOND FLANGE FASTENERS AT APPROX. 3w TO W O.C., STAGGER SEALANT ALUM DRIP EDGE. COLOR TO BE SELECTED BY ARCHITECT 2 x P.T. WOOD BLOCKING EXTEND TPO FIELD SHEET OR PROVIDE A SEPARATE MEMBRANE SHEET 7/8" THK CEMENT PLASTER ON GALV. METAL LATH ON 40 MIL. THICK SELF -ADHERING SHEET WATERPROOFING EXISTING STRUCTURE BEYOND 5/8- DENS -GLASS GOLD (OR APPROVED EQUAL) R-1 I BATT INSULATION 6" STRUCTURAL METAL STUDS AT MAX. 16" O.C. 5/80 M.R. GYPSUM BOARD CASING BEAD CASING BEAD AND SEALANT CEMENT PLASTER ON GALV. METAL LATH ON EXIST. 80 CMU THERMOPLASTIC POLYOLEFIN (TPO) ROOFING MEMBRANE ON BONDING ADHESIVE ON 5/80 M.R. COVER BOARD ON TAPERED R-24 RIGID INSULATION ON NEW 1 1/2" METAL DECK SEALANT 6# 30 SLOPE DN. MIN. 4;; 1/4"PER FT. .......... Apparatus Bay ROOF TRANSITION DETAIL 3" = 011-0" ADHERED OR WELDED FLASHING MEMBRANE. EXTEND APPROX. 30 BEYOND FLANGE. FASTENERS AT APPROX. 3" TO 60 O.C., STAGGER SEALANT ALUM DRIP EDGE. COLOR TO BE SELECTED BY ARCHITECT 2 x 4 P.T. CONT. WOOD BLOCKING TPO FLASHING SHEET so CONT. CLEAT CO) 2 x P.T. CONT. WOOD BLOCKING Uj R-19 BATT INSULATION THERMOPLASTIC POLYOLEFIN �PO) ROOFING MEMBRANE ON BONDING CONT. CANT SEALANT ADHESIVE ON 5V M.R. COVER BOARD ON R-24 RIGID INSULATION ON EXIST. 4 METAL DECK ----------- ---------- -- THERMOPLASTIC POLYOLEFIN (TPO) ROOFING MEMBRANE ON BONDING ADHESIVE ON 5/8' M.R. COVER BOARD ON TAPERED R-24 RIGID INSULATION ON EXIST. METAL DECK SEALANT-----\ MIN. F, 4 to ADHERED OR WELDED FLASHING MEMBRANE. EXTEND APPROX. 3" BEYOND FLANGE. FASTENERS AT APPROX. 38 TO 6" O.C., STAGGER SEALANT ALUM DRIP EDGE. COLOR TO BE SELECTED BY ARCHITECT 2 x P.T. WOOD BLOCKING A LEANDRO A. ARROYO — — — — — — — — — — — — — — — — — — — — — — — A FL. REG. NO. 12325 7 EXIST. STRUCTURE TO REMAIN A EXISTING M.R. COVER BOARD ON METAL STUDS (FIELD VERIFY) A > r TPO FLASHING MEMBRANE ON BONDING ADHESIVE CITY OF ZEPHYRHILLS 5180 GYPSUM BOARD A SEAM PLATE & FASTENER RENOVATION OF R-1 1 BATT INSULATION FIRE RESCUE CONT. CANT STATION NO. 2 THERMOPLASTIC POLYOLEFIN "0) ROOFING MEMBRANE ON BONDING ADHESIVE ON 5ffiw M.R. COVER BOARD CONSTRUCTION ON TAPERED R-24 RIGID INSULATION ON EXIST. METAL DECK DOCUMENTS SEALANT ------------ m"wommm"m 12-07-2012 CB+A #1202 m R-19 BATT EXIST. STEEL JOIST INSULATION TO REMAIN CANERDAY (Area Above) BELFSKY (Area Above) Kitchen Corridor 120 ARROYO 107 ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG. FL 33701 (727) 823-W75 '-'� AA2WM7 6 ROOF TRANSITION DETAIL 0 ROOF DETAILS A804 �A8� 3 "=11-0" SCALE: AS NOTED m OR THERMOPLASTIC POLYOLEFIN (TPO) ROOFING MEMBRANE ON BONDING ADHESIVE ON 5/8" M.R. COVER BOARD ON TAPERED R-24 RIGID INSULATION ON EXIST. METAL DECK ROOF TRANSITION DETAIL 3 ff = is -On EXISTING ROOF HATCH TO BE RAISED TO NEW ROOF ELEVATION THERMOPLASTIC POLYOLEFIN (TPO) ROOFING MEMBRANE ON BONDING ADHESIVE ON TAPERED R-24 RIGID INSULATION R-24 RIGID INSULATION EXISTING METAL DECK TO REMAIN ROOF HATCH DETAIL 3 it -On agm-m on no mp-pd-m 1 SEAM PLATE & FASTENER TPO FLASHING MEMBRANE ON BONDING ADHESIVE CRICKET ADHERED OR WELDED FLASHING MEMBRANE. EXTEND APPROX. 30 BEYOND FLANGE. 0 A L%-r�LIMC20 A'lr A 15Mt2f%%f -20 "re% ON r% 9- MEMBRANE CAP .04W THICK ALUM COPING x I Z-V LONG WITH Ir SPLICE PLATE AT JOINTS. LEAVE 1/4" BETWEEN PIECES. SHOP FABRICATED MITERS CUT TO LENGTH IN FIELD. COLOR TO BE SELECTED BY ARCHITECT 12' ANCHOR PLATE AT V4r O.C., 20 GA. GALV. STEEL (4) 1- LONG LOK-GRIP ANCHORS 2 x 6 P.T. WOOD BLOCKING TPO FLASHING MEMBRANE ON BONDING ADHESIVE SEALANT, TYP. THERMOPLASTIC POLYOLEFIN (TPO) ROOFING MEMBRANE ON BONDING CONT. CANT ADHESIVE ON 5/8"M.R. COVER BOARD ON TAPERED R-24 RIGID INSULATION ON 3/4" EXT. GRADE PLYWOOD CANT, BEYOND 2 x P.T. WOOD 2 BLOCKING 2 6 PLUMBING VENT STACK FLASHING MEMBRANE NAIL FLASHING 40 O.C. —SEALANT THERMOPLASTIC ROOF MEMBRANE COVERBOARD RIGID INSULATION METAL ROOF DECK P.T.2X4 EXISTING STRUCTURE TO REMAIN SEALING MATERIAL PRE -FABRICATED CURB UNIT (SEE MECHANICAL DWGS-) 2 x PT BLOCKING. ANCHOR TO ANGLE FRAME WITH I Ir DIAMETER ANCHOR BOLTS AT 16, O.C. 30 x 3' x 1/4' STEEL ANGLE FRAME AROUND ENTIRE OPENING PARAPET DETAIL 3 a 11-off ROOF HATCH DETAIL 3 11-0" WOOD NAILER GASKETED FASTENERS (MIN. TWO FASTENERS PER SIDE) SHEET METAL COUNTERFLASHING TPO FLASHING MEMBRANE ON BONDING ADHESIVE SEAM PLATE AND FASTENER SEALANT THERMOPLASTIC ROOF MEMBRANE ON BONDING ADHESIVE COVERBOARD RIGID INSULATION METAL ROOF DECK P.T.2X6 2� 2E 7/8* THK CEMENT PLASTER ON GALV. METAL LATH ON 40 MIL. THICK SELF -ADHERING SHEET WATERPROOFING 5180 THK EXT. GRADE PLYWOOD EACH SIDE OF 3 5180 METAL STUDS EXISTING ROOF HATCH TO BE RAISED TO NEW ROOF ELEVATION SEAM PLATE & FASTENER TPO FLASHING MEMBRANE ON BONDING ADHESIVE CONT. CANT ��MKAO%Ml A^'rl^ r%P%l WON1 �01LI ITIM�% 2"X 2" STRUT 2" X 2" ALUM. TUBE ALUM. CANOPY SYSTEM BY PERFEC ARCHITECTURAL SYSTEMS, INC. OR APPROVED EQUAL FASCIA BRACKET rwiDExrHIGH ALUIL GUTTER 1-1/2"X 30 DIA. SLOTTED HOLE AND SCUPPER FOR DRAINAGE AT EACH END OF CANOPY, AT FRONT OF CANOPY. 20 X 6" SOFFIT DECKING .0400 THICK ALUM. COPING x 12'-V LONG WITH S' SPLICE PLATE AT JOINTS. LEAVE 1/40 BETWEEN PIECES. SHOP FABRICATED MITERS CUT TO LENGTH IN FIELD. COLOR TO BE SELECTED BY ARCHITECT 120 ANCHOR PLATE AT 6'-W O.C., 20 Gik GALV. STEEL (4) V LONG LOK-GRIP ANCHORS SCUPPER DETAIL 3 11-ow NOTE: CONSTRUCT SIMILAR OSMACNA7 DETAIL PLATE 26 (SCUPPER PORTION ONLY) 7/80 THK CEMENT PLASTER ON GALV. METAL LATH ON 40 MIL. THICK SELF -ADHERING SHEET WATERPROOFING 16 OZ COPPER THRU WALL SLEEVE AND TRIM PIECES 2 x 6 P.T. WOOD BLOCKING ALUM. SCUPPER (81 H. x 8"W. x 8"D.) ALUM.LEADER (5'W. x 4' D.) LEANDRO A. ARROYO FL. REG. NO. 1 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 8W SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 VM823-0675 AA20000587 VENT THROUGH ROOF DETAIL 3 " = it -On VENT / FAN CURB DETAIL — 3 " If = -ow CANOPY DETAIL 3 m = 11-011 3 0 11-o" DETAIL ROOF DETAILS A8m5 SCALE: AS NOTED m ADHERED OR WELDED FLASHING MEMBRANE. EXTEND APPROX. 3' BEYOND FLANGE. FASTENERS AT APPROX. 3* TO W O.C., STAGGER SEALANT REMOVE EXIST. METAL TRIM & FLASHING REMOVE EXIST. ROOFING & ROOF INSULATION EXIST. STRUCTURE TO REMAIN REMOVE EXIST. VERTICAL CORRUGATED METAL SIDING REMOVE EXIST STRUCTURE FOR VERTICAL METAL SIDING REMOVE EXIST. METAL SOFFIT ��S A I �1- 6 RENOV. DETAILS ALUM. DRIP EDGE. COLOR TO BE SELECTED BY ARCHITECT 2 x P.T. WOOD BLOCKING EXTEND TPO FIELD SHEET OR PROVIDE A SEPARATE MEMBRANE SHEET Ir STRUCTURAL METAL STUDS AT MAX 11 0.4 R-1 I BATT INSULATIOh 7/8"THK CEMENT PLASTER ON GALV METAL LATH ON 40 MIL. THICH SELF -ADHERING SHEET WATERPROOFINC 5/8' DENS -GLASS GOLD (OR APPROVE[ EQUAL R-1 1 BATT INSULATIOt 6" STRUCTURAL METAL STUDS AT MAX 16" O.0 ROOF DETAIL 3w = 1 I -On 3 1/2' 16 GA. STEEL STUDS, DIAGONAL BRACE, 3Lr O.C., TYP. 7/8"THK CEMENT PLASTER ON GALV. METAL LATH ON 40 MIL. THICK SELF -ADHERING SHEET WATERPROOFING 5/8' DENS -GLASS GOLD (OR APPROVED EQUAL) R-1 1 BATT INSULATION 6" STRUCTURAL METAL STUDS AT MAX. 16" O.C. DRIP SCREEN (FRY REGLET OR APPROVED EQUAL) GALV. METAL LATH ON #15 ASPHALT FELT 5/8" DENS -GLASS GOLD (OR APPROVED EQUAL) LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS SW SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 M 823-0875 AA26000W7 DEMOLITION - SECTION 3/4" = I 1-off (-3'� SOFFIT DETAIL ��J-6 311 = 1 1-0" ROOF DETAILS A8,6 SCALE: AS NOTED m Bnmduu m 123 Y M qC� N PLAN NORTH V%o v 0. rW 111\V �1 1/ AT FENCE POST, TYP. 7j 74 SECTION - GENERATOR ENCLOSURE 1 /4" = 1'-0" PLAN - GENERATOR ENCLOSURE 1/4" = 19-0" BEYOND .7 C M FINISH %W, v. W 1 1 a-lvwwivw ..I I, FIXED LOUVERS AND 80% DIRECT VISUAL SCREENING (AMETCO MANUF. CORP., "SHADOW 80 DESIGN" OR APPROVED EQUAL). PROVIDE POLYESTER POWDER FINISH. COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF STANDARD COLORS. SLIDE BOLT W/ PAD LOCK 1 1/2" SO. TUBING CANE BOLT W/ PAD LOCK FIN. FL. CONC. FOOTING AT GATE POST 5 Ll------- ----i Lu—---------� 3" x 5/16" SO. TUBING, TYP. HEAVY DUTY STEEL HINGES, TYP. GALV. STEEL SWING GATE WITH FIXED LOUVERS AND 80% DIRECT VISUAL SCREENING (AMETCO MANUF. CORP., "SHADOW 80 DESIGN" OR APPROVED EQUAL). PROVIDE POLYESTER POWDER FINISH. COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF STANDARD COLORS. SECTION - GENERATOR ENCLOSURE 1 /4" = 10-0" SECTION - GENERATOR ENCLOSURE 1 /2" = 1 C-----J L------� SEE 2/A8.7 FOR NOTES 3 SECTION - GENERATOR ENCLOSURE AS.7 1/4" = V-0" LEANDRO A. ARROYO CITY OF ZEPHYRHILLS RENOVATION W/ OF 4ERS FIRE RESCUE STATION NO.2 NAY ` B CONSTRUCTION NAY DOCUMENTS AB iUND BLOCK w CH WAY 12-07-2012 CB+A #1202 am,WF CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 AA28000587 I 0 SITE DETAILS A8m7 SCALE: AS NOTED m� %of-w1l" LOW" I WWI W I � �. —w ....... NOTES: PAD LOCK WITH 80% DIRECT VISUAL SCREENING (AMETCO MANUF. CORP., "SHADOW 80 DESIGN SWING GATESO OR APPROVED 1 PROVIDE 1/2" DIA., 18' LONG, METAL GATE LATCH. EQUAL). PROVIDE POLYESTER POWDER FINISH. COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURERS FULL 2. PROVIDE 3/4"DIA. HOLE, 6- DEEP, FOR DROP PIN. RANGE OF STANDARD COLORS. PLAN NORTH 014 "VO/?N ELEVATION - TRASH ENCLOSURE 1/4" = 1 1-off PLAN - TRASH ENCLOSURE 1/4"= 11-011 SLOPE CEMENT PLASTER AT TOP OF WALL CONT. KNOCK OUT BLOCK W11Z )LI I - #5 CONT. AND SC IDG JT DELETE %vrw%ls— FIN. GRADE 8" x 16- CONCRETE FOOTING W1 ..J WIN- — 2 - #5 REBAR, Typ. SECTION - MONUMENT WALL 1/2" = 1 I -on SLOPE FACE BRICK AT TOP OF WALL CONT. KNOCK OUT BLOCK W/ I - #5 CONT. AND SOLID GROUT VERT. REINFORCMENT. I - #5 AT MAX 4'-V O.C. Wl SOLID GROUT Ir OMU FACE BRICK ON GALV. METAL LATH AND 7/8"THICK CEMENT PLASTER aw OIL % FOL FL. (EACH SIDE OF WALL) (VARIES) O�- 85.97' Af, FIN. FL. "-F FIN. GRADE 80 x 1 6w CONCRETE FOOTING W/ - 2 #5 REBAR, TYP. SECTION - MONUMENT WALL - BID ADD ALT. NO. 2 1/2" = l'-O" EXIST. PILASTER BEYOND SLOPE CEMENT PLASTER AT TOP OF WALL CONT. KNOCK OUT BLOCK W/ I - #5 CONT. AND SOLID GROUT ,EQ. L.EQ. , 4'-Ou 4'-08 AQ. EQ. I le VERT. REINFORCEMENT: 1 - #5 AT MAX. 4'-On O.C. W1 SOLID GROUT So CMU WITH 5/8"THICK CEMENT PLASTER FINISH EACH SIDE OF WALL TRASH BIN (BY OWNER) —BOLLARD, BEYOND 11 6- THICK CONC. SLAB (3,000 PSI) WITH CURB, BEYOND FIBER MESH REINFORCING OR Sox 6", 1 10 x 10 W.W.F. REINFORCING IDJ' j ( a FIN. GRADE OL 4. .4 So x 16m CONCRETE FOOTING W/ 2 - #5 REBAR."n?. 1 17 STING FOOTI G BEYOND IL Eq ITI=- SECTION - TRASH ENCLOSURE 1/2" = 1 1-011 EQ. 8 BID ADD 8.0 ALT. NO. 2 7 * 181-ION NO :.FIRE. RESCUE STATION RAISED LETTERS, CAST ALUM. WITH BRUSHED FINISH. FONT STYLE SHALL BE wARIAV. ELEVATION - MONUMENT WALL 1/2" = 11-010 'qC'?Z4l4 4bi?N PLAN NORTH PLAN - MONUMENT WALL 1/4" = l'-Ow EQ. EXIST. PILASTER BOLLARD - SEE SHEET COO FOR DETAIL. COORD. WITH EXIST. FOOTING TRASH BIN (BY OWNER) el-w 3m I 0'FA Ard, - - - - SECTION - TRASH ENCLOSURE 1/210 = 1 1.0" EDGE OF PAVING - SEE CIVIL DWGS. cri 85.9r ELEVATION - MONUMENT WALL 1/2w = 1 I -On AiMMIS Addm,4um 14o. 2 SEE 21A8.6 FOR NOTES SIDEWALK. SEE CIVIL DWGS. 4 LEANDRO A. ARROYO FL. REGANO. CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-W75 AA26000587 0 0 SITE DETAILS A8m8 SCALE: AS NOTED 0 'A DOOR & FRAME SCHEDULE DOOR FRAME FIRE RATING COMMENTS ROOM NO. & NAME MARK WIDTH HGT. T"*t?E H i i S/T TYPE DOOR & F E WALL 100 RECEPTION 100 3*4r 61-80 A 6/A9.4 21A9.4 S 2/A9.4 S - V W1 PANIC HARDWARE 102 CONFERENCE 102A T-Ou V-8m D 21A9.3 IJA9.3 1JA9.3 102 CONFERENCE 102B Y-Ou 61-80 D 21A9.3 1JA9.3 11A9.3 103 CORRIDOR 103 T-O" 61-W D 2JA9.3 3/A9.3 11A9.3 IV 104 PLANS REVIEW 104A Y-On 61-89 D 2/A9.3 1JA9.3 1JA9.3 I 104A OFFICE STORAGE 104B T-00 61-80 C CASED OPENING WITH TRACK 104A OFFICE STORAGE 104C Y-00 V-8" c CASED OPENING WITH TRACK 105 OFFICE 105 T-Ow a,-ew D 2/A9.3 1/A9.3 I/A9.3 I 106A OFFICE 106A 3'-0* V-8" D 2/A9.3 IJA9.3 I/A9.3 106B FUTURE OFFICE 106B 3-(r V-80 D 2/A9.3 1JA9.3 I/A9.3 108 WOMEN'S RESTROOM 108 T-O" V-80 B 21A9.3 I/A9.3 1JA9.3 SIGN TYPE "K 109 MEN'S RESTROOM 109 T-0" 61-80 B I21A9.3 121A9.3 121A9.3 - 11 SIGN TYPE "Bu 110 LOBBY 110 31-00 71-00 E 101A9.4 11JA9A 12JA9.4 - 11 314 HR I HR - III CORRIDOR III T-0' r-w E 7/A9.3 S 61A9.3 S 6JA9.3 S - 11 3/4 HR 1 HR - 116 GEAR ROOM 116 T-On r_op H 7/A9.3 61A9.3 61A9.3 - 11 314 HR 1 HR - 123 BREAK ROOM 123 T-On r_0m G I I/A9.3 10JA9.3 I01A9.3 - 11 125 STORAGE 125 38-00 61-am F 5/Aa.3 41Aa.3 4/Aa.3 - 1 126 WELL 126 3'-On &-So G 51A9.3 4JA9.3 4JA9.3 - 127 GENERATOR ROOM 127 8�100 61-8" 1 128 APPARATUS BAY 128 12'-W 14'-00 K 129 APPARATUS BAY 129A 12'-W 14'-On K 129 APPARATUS BAY 129B T-0* r_om H 9/A9.4 4/A9.3 4JA9.3 130 APPARATUS BAY 130 12'-Om 14'-Ou K 131 APPARATUS BAY 131 17-V 14'-Ow K X DOOR & FRAME SCHEDULE NOTES: DETAILS ARE CONSECUTIVELY NUMBERED AND LOCATED ON THE A9.3 AND A9A SHEETS. DIMENSIONS OF OPENINGS SHALL BE FIELD VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO THE ORDERING OF NEW WINDOWS AND DOORS. S INDICATES THE DETAIL IS SIMILAR TO THAT INDICATED INDICATES INFORMATION IS SHOWN IN THE REMARKS COLUMN SEE SPECIFICATIONS FOR HARDWARE SET NUMBERS. SEE SCHEDULE Lu x Lu Lu co u u u 3 u SEE SCHEDULE c u c u c u GLASS TYPES 1/4' THICK TEMPERED GLASS, CLEAR 1/4* THICK FIRE -RATED AND IMPACT SAFETY RATED GLASS, CLEAR 9/le' THICK LAMINATED (IMPACT -RESISTANT) GLASS W/ LOW-E COATING 9/16' THICK LAMINATED (IMPACT -RESISTANT) GLASS W/ LOW-E COATING (OPAQUE) J. 21-7w 31-2m I u I I d W W A 61.4" T-2w T-2" 6-4w A ALUMINUM 13WTHKX LIEDILWA STYLE 1 on Go 04 ANIC DEVICE -1 " SIDE OF DOOR B c D 13WTHICK I SW THICK 13WTHICK FLUSH PANEL FLUSH PANEL FLUSH PANEL SOLID CORE WOOD BWKWWOOD SOLID CORE WOOD STAIN GRADE STAJN GRADE STAIN GRADE LFRAME STRIKE - SIDE OF Cf) DOOR 10* 8" E I 314m THICK FLUSH PANEL HOLLOW METAL FIRE -RATED 2 GLASS IN STEEL FRAME, 1,296 SQ. INCHES MAX. DOOR TYPES NOTE: EXTERIOR DOOR ASSEMBLIES SHALL MEET FLORIDA PRODUCT APPROVAL REQUIREMENTS 8'-10 1/4m low 8" CNI STEEL FRAME Nk - STRIKE SIDE OF DOOR G H 13WTHICK I 3W THICK 1 3f4m THICK FLUSH PANEL FLUSH PANEL FLUSH PANEL FIBERGLASS HOLLOW NIETAL HOLLOW META. IV V 20 x 5 31C 20 x 5 3f4m 20 x 5 31C 2' x 5 314" 7 X 5 7/80 HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL ALUMINUM WITH 4" HEAD (EXTERIOR) (AT BLOCK WALL) FRAME TYPES NOTE: EXTERIOR DOOR ASSEMBLIES SHALL MEET FLORIDA PRODUCT APPROVAL REQUIREMENTS 11 -On 1 l'-8" 11 1_0" 31-8" 0 T-80 31-8" 3 J. 3' 1-11" -10" T-1 1- m 31 31 -8" -8" 6. 31 -80 5 JI-8 31-4" s+lm- 7 A9 4 co TYP zkv) L-2 ALUM. ALUM. LOUVER LOUVER SEE EXTERIOR ELEVATIONS & MECHANICAL DWGS. LOUVERS NOTE: EXT. LOUVERS SHALL MEET tEOUIREMENTS FL. PRODUCT APPROVAL P 21-8m /8 d W a 3 TYP. 1 -HIGH EXTERIOR d W Ci W APPLIED MUNTINS &D LU ci d 14 GLASS IN A FRAME, 21-8m 8 14 ALUM. SECTIONAL GARAGE DOOR DOOR TYPES NOTE: EXTERIOR DOOR ASSEMBLIES SHALL MEET FLORIDA PRODUCT APPROVAL REQUIREMENTS R c; K ALUNI. & GLASS SECTIONAL GARAGE DOOR DOOR TYPES NOTE: EXTERIOR DOOR ASSEMBLIES SHALL MEET FLORIDA PRODUCT APPROVAL REQUIREMENTS I' HIGH EXTERIOR A APPLIED MUNTINS; 3 uj I Ci k9 .3� 3 2'-8" /8 I' HIGH EXTERIOR 3 APPLIED MUNTIN y 15 Al-nn LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF IRE RESCUE F STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY + ALI -*RONT ALUh 'RONT ALU :RONT ALUK -RONT ALUP :RONT ALU :RONT ALW RONT ALUI -RONT ALUA qWNT ARROYO ARCHITECTS WINDOW TYPES 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-W75 AA2WM7 DOOR AND FRAME SCHEDULE A9 m 1 SCALE AS NOTED mm ROOM FINISH SCHEDULE PRWDE WMX-Off MATAT ENTRANCE WALL TILE TO V-10" A.F.F. WITH PAINTED WALL ABOVE, SEE 7/Ag.2 WALL TILE TO 6'-l(r A.F.F. WITH PAINTED WALL ABOVE, SEE 7JA9.2 ife";uel - GENERAL NOTES: 1. PROVIDE A FLOOR TOPPING (HYDRAULIC CEMENT UNDERLAYMENT) FOR FLOORS TO RECEIVE NEW FLOORING. 2. EXIST. WALL SURFACES TO BE PATCHED, REPAIRED AND PREPARED FOR PAINTING. PAINT COLOR TO BE CHOSEN BY ARCHITECT. VARIES 1/4', 1/4' J or 014. DOOR UNDERLAP CARPET EDGING (ROPPE MODEL 34) CERAMIC TILE 18 GA STL—/ CARPET FRAMED PAINTED GLASS 11AIA/ CONCRETE SLAB Z> INSIDE THIS DETAIL APPLIES TO ALL GLASS LIGHTS IN WOOD AND HOLLOW METAL DOORS UNLESS NOTED OTHERWISE (WOOD DOOR SHOWN). DOOR LITE SNAP -IN RUBBER INSERT. ALUM. DIVIDER TRACK. ROPPE ROPPE MODEL 50 OR MODEL 155 OR APPROVED �'�2 3. 1 w APPROVED EQUAL EQUAL CERAMIC TILE CARPET STUD SPACING CONCRETE SLAB 2 X 4 WOOD BLOCKING VWMIN STW SPACIING TRANSI TIONAL DIVIDERS DOORSTOP N.T.S. Lu z ALUMINUM THRESHOLD 12§ z CERAMIC TILE w 00 U. rim HARDWARE HEIGHT 4r TYPICAL * CHECK SPECIFICATIONS ll'� WALK I . . . . . . . . A CONCRETE SLAB TRANSITION DOORSTOP BLOCKING r-lw A131BREWATIONS MARK MATERIAL COMMENTS ACT ACOUSTICAL CEILING TILE SEE REFLECTED CEILING PLAN CPT CARPETTILE 240 x 24" EXP EXPOSED P PAINT R RESILIENT BASE 40 HIGH T CERAMICTILE I 8m x 180 FLOOR TILE w/ 40 HIGH BASE, 60 x 6" WALL TILE go em L 0 : a 0. :8 : . :* :: : o: *: j mull 6" -TV- A B SIGN TYPES TOILET ACCESSORIES SCHEDULE REM STATUS DESCapnow MMUF. 0 ROAAM m A dwim— oo&vm-B4=XW an A QW&W 111100IM-11114111111MIX41ir Mll A STANJM STEEL FRAM MNW40R BOORICIC - 94110 JIMI ND A NAPN3N DillrOINAL man mr c-&M PT A PAPER TOWEL ON VIIIIIIER BOBRICK - B4262 SID A SWDN*W*M BOBRICK - B-2112 or ASI 0345 IPI A TOILET PAPER DISPENSER (2 ROLL) DOORIM-1111mV480 TR I C I TRAIIIIH ITACLE I I I I I I STATUS EGEND A ITEMS PROVIDED AND INSTALLED BY CONTRACTOR B ITEMS PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR C ITEMS PROVIDED AND INSTALLED BY OWNER ml X-0' PIr GBI NO §2� 1 7 C4 ,A!-A;k EAST ELEVATION NORTH ELEVATION re--� WOMEN'S RESTROOM 108 1/4"= V-0' AREA TO RECE FLOOR TOPPIIS (HYDRAULIC CEMENT LINDERLAYME1 18" x 18"CERAJ FLOOR TILE, 7 TYP. WALL TILE PATTERN IN RESTROOMS 3'-Ow Goill Tpl 0 1 1 T 77� EAST ELEVATION SOUTH ELEVATION ift, MEN'S RESTROOM 109 _- 1w a 1'-W ��.�2 1/4' = l'-W I F, la I = r 114"L I ral FLUSH ENTRY SIGN LOCATION 4'-2 10 L 2'-1 " 'N ELECTRIC re--� WATER COOLER \,�2 1W - 1-4r LE F CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 m CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG. FL 33701 (727) 823-W75 AA20000507 I m ROOM FINISH SCHEDULE AND DETAILS A9.2 WALL, AS NO= 0 m 114"L I ral FLUSH ENTRY SIGN LOCATION 4'-2 10 L 2'-1 " 'N ELECTRIC re--� WATER COOLER \,�2 1W - 1-4r LE F CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 m CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG. FL 33701 (727) 823-W75 AA20000507 I m ROOM FINISH SCHEDULE AND DETAILS A9.2 WALL, AS NO= 0 m SEE WALL TYPES DOUBLE 3 518" METALSTUDS HOLLOW METAL FRAME SEE DOOR SCHEDULE AND FRAME TYPES CAULK BOTH SIDES JAMB HEAD ��3 3' 1-4r 5/8" CEMENT BOARD TO 4'-O"A.F.F. WITH 5/8" GYPSUM BOARD ABOVE 1 1/2" RIGID INSULATION Gear 15/8" STL STUDS AT 16" O.C. Room CORNERSEAD J4lEAD AND - ------- MASONRYJAMB --------- - -------- -------- ANCHORS, 3 PER JAMB --------- - HOLLOW METAL FRAME '34 zi ---------- ......... SEE DOOR SCHEDULE AND FRAME TYPES LE SEALANT— I Ir CMU__/ Apparatus Bay JAMB DOOR116 (DOOR111SIM.) 128 30 1114r JAMB 3"= V-0" SEE FINISH SCHEDULI FOR INTERIOR FINISH HOLLOW METAL FRAME FILLED WITH GROUT SEE DOOR SCHEDULE AND FRAME TYPEE Men's Restivom HEAD / JAMB SIM. DOOR 109 Tz V-0' Break Room 123 SEE WALL TYPES 3 51W METAL STUDS HOLLOW METAL FRAME SEE DOOR SCHEDULE AND FRAME TYPES 5/8* CEMENT BOARD TO 4'-O"A.F.F. WITH 5/8" GYPSUM BOARD ABOVE 1 1/2* RIGID INSULATION 15/8" STL STUDS AT 160 O.C. CORNER BEAD CASING BEAD AND SEALANT HOLLOW METAL FRAME FILLED WITH GROUT. SEE DOOR SCHEDULE AND FRAME TYPES Gear Room F 116 H EAD I HOUR FIRE RATED 3' - 1-4r --------- ......... 'd ......... . --------- - --------- ..... . 7/80 THK CEMENT PLASTER ON GALV. - METAL LATH ON 15# ASPHALTIC so CMU BUILDING PAPER OL 81-0"A.F. . SEALANT "F (93.9r) HOLLOW METAL FRAME FILLED WITH GROUT.- 7/8" THK CEMENT PLASTER ON - SEE DOOR SCHEDULE GALV. METAL LATH ON 2 LAYERS AND FRAME TYPES OF 1/2m THICK CEMENT BOARD MASONRYJAMB ANCHORS, 3 PER JAMB CASING BEAD AND SEALANT DOUBLE 3 5/8" METALSTUDS LFRAME IEDULE PES 'PIDES SEE WALL TYPES JAM B r3 DOOR 103 ��3 r 1-4r 8"CONC. LINTEL - SEE SHEET ASA SEALANT Apparatus Bay DOOR116 (DOOR111SIM.) I HOUR FIRE RATED - - - ------ - - -------- ----- ------------ j 6 8* PRECAST CONC. LINTEL 4 SEALANT HOLLOW METAL FRAME FILLED WITH GROUT. SEE DOOR SCHEDULE " ull� zb JAMB 3' = V-0' 7/8w THK CEMENT PLASTER ON ( METAL LATH ON 15# ASPH) BUILDING Pj 8'-0* A 7 7fir THK CEMENT PLASTER ON METAL LATH ON 2 LAYERS 0 THICK CEMENT B( CORNER CASING BEAD AND SEA .040m ALUM. ALUM. FI ALUM. .050 ALUM. BRAKE Sl FU \—CASING BEAD & SEALANT AND FRAME TYPES .04(r ALUM. DRIP Break CASING BEAD AND SI 7 BEAD Room EXIST. 8"C CORNER Exterior , 53/41 CONC. lj\\� 7/80 THK CEMENT PLASTER ON GALV. METAL LATH ON 71W THK CEMENT PLAS 15# ASPHALTIC BUILDING PAPER A r) HE/-%L-f DOOR 123 GALV. METAL LATH ON 21 DOOR 123 OF 1/2" THICK CEMENT ��3 3' z 1 -.0- 1518" STL STUDS AT 16m O.C. 5/8" CEMENT BOARD TO Interior 4'-O"A.F.F. WITH 5/8" 7/8m THK CEMENT PLASTI T CORNER BEAD GYPSUM BOARD ABOVE METAL LATH ON I& BUIL EXIST. CMU 77 1 1/2" RIGID INSULATION 51W CEMENT BOARD TO J-BEAD AND SEALAN T 4'-00 A.F.F. WITH 518N GYPSUM BOARD ABOVE EXIST. CONC. OR CMU LINTEL 1 &80 STL STUDS AT 16m O.C. CORNERBEAD CASING BEAD AND SEALANT Corridor ALUM. FRAME - SEE DOOR SCHEDULE AND FRAME TYPES CASING BEAD & SEALANT CORNERBEAD CEMENT PLASTER ON GALV. METAL LATH ON 2 LAYERS OF 1/2" THICK CEMENT BOARD rl 3 AMB 7)L- J 3" = 1 I -On Exterior ININDOW TYPES EXIST. W CMU LEVELING COAT STUCCO ON SCRATCH COAT STUCCO ON GALV. METAL LATH ON 15# ASPHALTIC BUILDING PAPER 1/2"THICK THIN BRICK ON BONDING MORTAR &E MORTAR JOINT, TYP. C( CASING BEAD A .04V A I" 3"m l'-O" ANCHOR PER FLORIDA PRODUCT APPROVAL OR MIAMI-DADE NOA. SEALANT 7/8" THK CEMENT PLASTE GALV. METAL LATH 01 Interior HOLLOW METAL FRAME FILLED WITH GROUT. ASPHALTIC BUILDING P1 SEE DOOR SCHEDULE AND FRAME TYPES &-ON A.F.F. (M (93.9r) 7W THK CEMENT PLASTE GALV. METAL LATH ON 2 IN OF 11r THICK CEMENT B( vrr CORNER BEAD Exterior —7/8" THK CEMENT PLASTER ON GALV. METAL 77 LATH ON 15# ASPHALTIC BUILDING PAPER -DOOR 129B: SEE STRUCTURAL DWGS. FOR WALL REINFORCEMENT. DOORS 125,126 & 129B 3' = 1 '-0' 7/8' THK CEMENT PLASTEI GALV. METAL LATH % ASPHALTIC BUILDING PP 81-W A 5/80 CEMENT BOARD TO (93.9r 4'-O"A.F.F. WITH &8m GYPSUM BOARD ABOVE 1 1/20 RIGID INSULATION 7/8w THK CEMENT PLASTEI EXIST. 8" CMU LINTEL GALV. METAL LATH ON 2 LA) OR CONC. LINTEL OF 1/2n THICK CEMENT BC 15/8" STL STUDS AT 16" O.C. CORNER BEAD HEAD SILL 38 = I $.on WINDOW TYPES in WINDOW TYPES CASING BEAD AND SEALANT P.T. WOOD SHIM 0500 THICK ALUM. BRAKE BILL AND FLASHING J-BEAD AND SEALANT 15180 STL STUDS AT 160 O.C. 11/20 RIGID INSULATION 5/80 GYPSUM BOARD EXIST. 8w CMU LINTEL OR CONC. LINTEL EXIST. 80 CMU LINTEL OR CONC. LINTEL 1 5/8m STL STUDS AT 1 W O.C. CORNER BEAD CASING BEAD AND SEALANT CORNER .040" AL HEAD CORNERE CASING BEAD AND SEA OW ALUM. ALUM. FR E HEAD m 1,4r WINDOW TYPES ALUM.FRAME .050 ALUM. BRAKE SILL AND FLASHING CASING BEAD AND SEALANT SILL 3"= V-0" Exterior DOORS 125 & 126 EXIST. CMU EXIST. CONC. OR CMU LINTEL SEALANT, EACH SIDE HOLLOW METAL FRAME FILLED WITH GROUT. SEE DOOR SCHEDULE AND FRAME TYPES Interior EXIST. CONC. OR CMU LINTEL INTERIOR BLINDS - SEE FURNITURE AND EQUIP. SCHEDULE SEALANT iterlor :'.T. WOOD SHIM DW THICK ALUM. Nt&J(E SILL AND 9LASHING J-BEAD AND SEALANT LEANDRO A. ARROYO FL. REG. NO. I 8w CMU LINTEL FILLED CITY OF ZEPHYRHILLS WITH GROUT RENOVATION OF 1 5/8"STL STUDS AT 160 O.C. FIRE RESCUE 11/2" RIGID INSULATION STATION NO. 2 5/8"CEMENT BOARD 80 CMU CONSTRUCTION DOCUMENTS - -- ------------ ........... .. ............ WE FINIISH SCHEDULE - --------- ........... FOR BASE & FLOOR FINISH 12-07-2012 CB+A #1202 - ----------- ........... ----------- -- ----------- - ---------- -- ............ . ....... I I F--1 I F_ CANERDAY BELFSKY + ARROYO ARCHITECTS am SECOND AVENUE SOUTH SIM. ST. PETERSBURG, FL 33701 WINDOWTYPES (727)8234)675 AA28000587 DOOR AND FRAME DETAILS A9m3 SCALE AS NOTED 5/8"CEMENT BOARD TO 4!-0" A.F.F. WITH 5/8" GYPSUM BOARD ABOVE 1 1/2" RIGID INSULATION I 5/8"STL STUDS AT 16" O.C. Interior CORNER BEAD -BEAD AND SEALANT ALUM. FRAME - SEE DOOR /* SCHEDULE AND FRAME TYPES ---CASING BEAD & SEALANT —CORNER BEAD EXIST. STEEL COLUh4N-:-L/___// 2 X P.T. WOOD BLOCKING, TYP. Exterior 7/8w THK CEMENT PLASTER ON GALV. METAL LATH ON 40 MIL. Sim. THICK SELF -ADHERING SHEET WINDOW TYPES WATERPROOFING JAMB 3"= V-0" CASING BEAD AND SEALANT 7/8" THK CEMENT PLASTER ON GALV. METAL LATH ON 15# ASPHALTIC BUILDING PAPER WINDOW TYPES 3"= 10-0. 0. 7 5/8' 77- 711r THK CEMENT PLASTER 7'� ON GALV. METAL LATH ON la# ASPHALTIC BUILDING PAPER EXIST. W CMU OL 8'-O"A.F.F. (93.97') 4 7/80 THK CEMENT PLASTER ON GALV. METAL LATH ON 2 LAYERS OF 1/2w THICK CEMENT BOARD 4 U4 SO PRECAST CONC. Ll 4 4 OL 7'-4"A.F.F. CORNER BEAD--'� 'dz CASING BEAD AND SEALANT--"' .0400 ALUM. DRIP_"-� HOLLOW METAL FRAME FILLED WITH GROUT 53/4w Exterior LNE_ H FAD DOOR 129B 3'w V-0' ALUM. FRAME - SEE DOOR SCHEDULE SET SILL ON TWO ROWS OF MASTIC ON CONT. ALUM. PAN 5W CEMENT BOARD TO V4r A.F.F. WITH &r GYPSUM BOARD ABOVE 1 1/2w RIGID INSULATION I 6Ar STL STUDS AT lr O.C. CORNER BEAD 11 __1 =Ul aml I p1F_*:kl F0 Z i ALUM. FRAME - SEE DOOR SCHEDULE AND FRAME TYPES CASING BEAD & SEALANT CORNERBEAD CEMENT PLASTER ON GALV. 4 - A ----- ..... ..... 77 717" METAL LATH ON 15# ASPHALTIC 8"CMU BUILDING PAPER SIM. SIM. SIM. WINDOWTYPES -2� JAM B SIDE LIGHT DOOR 100 30 = 1,4r SEALANT ALUM. FRAME - SEE DOOR SCHEDULE AND FRAME TYPES EXIST. PRECAST CONC. SILL ------- CONCRETE SILL CASING BEAD & SEALANT—/ CORNER BEAD--ZZ EXIST. 8"CMU CEMENT PLASTER ON GALV;-� METAL LATH ON 15# ASPHALTIC BUILDING PAPER Interior f EXIST. W CMU JAMB WINDOWTYPE r 1'4r 7 5/8' 3's l'-V EXIST. WALL FINISH EXIST. CEILING EXIST. W CMU (MIN. I HOUR FIRE RATED WALL) 3 5180 METAL STUDS EXIST. CONC. OR CMU LINTEL 7/8w THK CEMENT PLASTER ON GALV. METAL LATH ON 15# ASPHALTIC BUILDING PAPER I Z Eel:] =kl sm! Z I A _194 014 _*f J 7/80 THK CEMENT PLASTER ON CAM METAL LATH ON 40 MIL. THICK SELF -ADHERING SHEET WATERPROOFING 5/8w DENS -GLASS GOI APPROVEDE 80 STRUCTURAL METAL AT MAX. 1 CORNEF CASING BEAD AND SE .04(r ALUR ALUM. I ALUM.FRAME .050 ALUM. BRAKE SILL AND FLASHING SEALANT 1/20 THICK THIN BRICK ON BONDING MORTAR LEVELING COAT STUCCO ON SCRATCH COAT STUCCO ON GALV. METAL LATH ON 15# BUILDING PAPER T 1,4r SILL 3"m l-(r _WIND�OW TYPES WINDOW TYPES 5/8" GYPSUM BOARD 1 1/20 RIGID INSULATION 1518" STL STUDS AT 1 SO O.C. 518N GYPSUM BOARD R-1 I BATT INSULATION CORNERBEAD J-BEAD AND SEALANT P.T. WOOD SHIM .05(r THICK ALUM. BRAKE BILL AND FLASHING 3'-V A.F.F.,.k, J-BEAD AND SEALANT 8" CMU LINTEL FILLED WITH GROUT 15/80 STL STUDS AT 1 GO O.C. 11/2" RIGID INSULATION 618"GYPSUM BOARD 8" CMU 5/8' DENS -GLASS GOI APPROVEDE 80 STRUCTURAL METAL AT MAX. 1 CORNEF CASING BEAD AND SE .04(r ALUA ALUM. HEAD 30 w 1'4r SEALANT ALUM. FRAME - SEE DOOR SCHEDULE AND FRAME TYPES CASING BEAD & SEALANT lIr THICK TMN BRICK ON BONDING MORTAR LEVELING COAT STUCCO ON SCRATCH COAT STUCCO ON GALV. METAL LATH ON 15# ASPHALTIC BUILDING PAPER JAMB 3' V-0" DOOR 100 Interior WINDOW TYPES 60100-NIN ........... 5/80 GYPSUM BOARD R-1 1 BATT INSULATION CORNER BEAD J-BEAD AND SEALANT LINE OF SOFFIT ABOVE LINE OF SOFFIT ABOVE Lobby Lobby Kitchen LINTEL ABOVE LINTEL MOVE 110 ] MOST GYPSUM--\ EXIST. GYPSUM RICO flV1501 lU MAADrl BOARD BOARD OOF 3 5180 METAL STUDS X CORNER BEAD GROUT SOLID FILLED W11TH GROUT. HOLLOW METAL FRAME SEE DOOR SCHEDULE AND FRAME TYPES LINE OF WALL BEYOND Lobby 110 DOOR110 I HOUR FIRE RATED LEANDRO A. A FL. REG. NO. CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 1 V44 t". 4 LO ts —HOLLOW METAL FRAME HOLLOW LWEETAL FRAME FILLED WITH GROUT. FILLED WrTH GROUT. PROVIDE MASONRY JAMB PROVIDE MASONRY JAMB ANCHORS FOR EXIST. ANCHORS FOR EXIST. 7r WALL, 3 PER JAMB. WALl. 3 PER JAMB. 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD LINTEL ABOVE LINTEL ABOVE::� LINE OF SOFFIT ABOVE LINE OF SOFFIT ABOVE LL -- - — — — — — — — — — — — — — — CANERDAY L — — — — — — — — — - - — — — — — — Future BELFSKY Office Corridor + 5/8n GYPSUM BOARD —Cor—rido—r ARROYO ON 1518" STL STUDS ARCHITECTS Women 800 SECOND AVENUE SOM ST. %7ERSBURG, FL W701 JAM B DWR 110 JAMB DOOR110 108 (7Zn 823-W75 AA2800058 3' m 1'4r I HOUR FIRE RATED 3* a T-W DOOR AND F RAME DETAILS A904 SCALE AS NOTED 2" SOUND ATTENUATION BATT INSULATION STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 32m O.C. EACH SIDE AND OPPOSITE SIDES 5w NOMINAL- 4 7/8"ACTUAL 3 5/8" STL STUDS AT ION O.C. CAULKi BOTH SIDES TYP. SOUND TRANSMISSION RATING: 45 STC (MIN) TYPICAL STUD WALL 1 1/2" V-0' FLOOR, BASE, AND WALL FINISH SEE FLOOR PLANS - EXIST. STRUCTURE ABOVE \-AT METAL DECK, SEAL AROUND DECK FLUTES - FILL W/ FIRE STOP INSULATION, NOTCH GYP. BD., AND CAULK SEE FINISH SCHEDULE AND REFLECTED CEILING PLAN FOR TYPE AND HEIGHT OF CEILING ;;;jj1e; I EEE�=_, (1) LAYER OF 5/8- CEMENT BOARD TO 4'-00 A.F.F WITH 5/80 GYPSUM BOARD ABOVE, BOTH SIDES TYP. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 32w O.C. EACH SIDE AND OPPOSITE SIDES INSTALL TRACK ON CONTINUOUS 1/4" THICK X 30 WIDE POLYETHELENE FOAM GASKET - AMOFOAM SILL SEALER, PROVIDE FIRE STOP ON ALL SMOKE PARTITIONS, SEE LIFE SAFETY PLAN EXIST. STRUCTURE ABOVE AT METAL DECK, SEAL AROUND DECK FLUTES - FILL W/ FIRE STOP INSULATION, NOTCH GYP. BD., AND CAULK SEE FINISH SCHEDULE AND REFLECTED CEILING PLAN FOR TYPE AND HEIGHT OF CEILING 2w SOUND ATTENUATION BLANKETS (1) LAYER OF 5/8' CEMENT BOARD, BOTH SIDES TYP. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 32* O.C. EACH SIDE AND OPPOSITE SIDES 3 5/8w OR 15/8" STL STUDS AT lLr O.C. (BRACED) CAULK, BOTH SIDES TYP. SOUND TRANSMISSION RATING: INSTALL TRACK ON CONTINUOUS 1/4" THICK X 2" 59 STC (MIN) WIDE POLYETHELENE FOAM GASKET - AMOFOAM SILL SEALER, PROVIDE FIRE STOP ON ALL SMOKE PARTITIONS, SEE LIFE SAFETY PLAN PLUMBING STUD WALL 1 HR FIRE RATED 1112' u u u VDECK FLUTES - FILL W/ FIRE STOP /AT METAL DECK, SEAL AROUND INSULATION, NOTCH GYP. BD., ANDCAULK 5"NOMINAL- 4 7/8" ACTUAL 3 5/8" STL STUDS AT 16" O.C. CAULK; BOTH SIDES TYP. TYPICAL STUD WALL 1 1/20 = l'-Ow (1) LAYER OF 518' CEMENT BOARD FULL WALL HEIGHT STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 32" O.C. EACH SIDE AND OPPOSITE SIDES TAPE & SPACKLE AS PER GYP BD SPECIFICATIONS 5w NOMINAL- 4 7111' ACTUAL 3 518' STL STUDS AT 16" O.C. CAULKj BOTH SIDES TYP. STUD WALL I lt2n 1'-�V EXIST. CMU WALL FURRED PARTITION 1117 1'-0` —EXIST. STRUCTURE ABOVE BRACE TO STRUCTURE ABOVE STEEL STUD TRACK FIRESTOP //--BETWEEN STUDS SEE FINISH SCHEDULE AND REFLECTED CEILING PLAN FOR TYPE AND HEIGHT OF CEILING ES61 IM; I 1 —(I) LAYER OF 5ff CEMENT BOARD TO W4r A.F.F WITH 5ff GYPSUM BOARD ABOVE, BOTH SIDES TYP. — STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 32m O.C. EACH — SIDE AND OPPOSITE SIDES INSTALL TRACK ON CONTINUOUS /-1/40 THICK X 3"WIDE POLYETHELENE FOAM GASKET - AMOFOAM SILL SEALER, PROVIDE FIRE STOP ON ALL SMOKE PARTITIONS, SEE LIFE SAFETY PLAN EXIST. STRUCTURE ABOVE R4.3, 1 112' RIGID INSUL. BETWEEN 15/80 STL STUDS AT 16" O.C. SEE FINISH SCHEDULE AND REFLECTED CEILING PLAN FOR TYPE AND HEIGHT OF CEILING (1) LAYER OF 5/8- CEMENT BOARD TO 4'-Ow A.F.F WITH 5/8' GYPSUM BOARD ABOVE FLOOR, BASE, AND WALL FINISH SEE FLOOR PLANS CAULK, TYP. INSULATI RATING: 59 STC (MIN) PLUMBING STUD WALL to EXIST. CMU WALL FURRED PARTITION 1 Iff 0 1'-V METAL LATH ONia# ASPHALTIC BUILDING 7W TW CEMENT PLASTER ON GALV. PAPER ON MST CMU OR 711r THK CEMENT PLASTER ON NEW CMU -_8!- ON A. F. �F. (93.9r) 7/8w THK CEMENT PLASTER ON GALV. METAL LATH ON 2 LAYERS OF 1/20 THICK CEMENT BOARD Exterior tUCTURE ABOVE - SEE FLOOR PLAN SEE FINISH SCHEDULE AND REFLECTED CEILING PLAN FOR TYPE AND HEIGHT OF CEILING 2" SOUND ATTENUATION BLANKETS -(I) LAYER OF 5/8' CEMENT BOARD - 3 5/8' OR 15/80 STL STUDS AT ION O.C. (BRACED) -FLOOR, BASE AND WALL FINISH SEE FLOOR PLANS -CAULK INSTALL TRACK ON CONTINUOUS 1/40 THICK X 20 WIDE POLYETHELENE FOAM GASKET - AMOFOAM SILL SEALER, PROVIDE FIRE STOP ON ALL SMOKE PARTITIONS, SEE LIFE SAFETY PLAN WE FINISH SCHEDULE AND 10 LE10TED CEILING PLAN FOR TYPE AND HEIGHT OF CEILIING 2' SOUND ATTENUATION BLANKETS EXIST. CONC. FLOOR ABOI -AT METAL DECK, SEAL AROI DECK FLUTES - FILL W/ FIRE INSULATION, NOTCH GYP. B AND CAULK (1) LAYER OF 5ff CEMENT BOARD TO W-Cr A.F.F WITH 6ff TYPE Or GYPSUM BOARD ABOVE, BOTH SIDES TYP. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 32* O.C. EACH SIDE AND OPPOSITE SIDES 3 5/8* OR 1518" STL STUDS AT 12' O.C. (BRACED) FLOOR, BASE, AND WALL FINISH SEE FLOOR PLANS _CAULK, BOTH SIDES TYP. WIDE POLYETHELENE FOAM GASKET - SOUND TRANSMISSION RATING: INSTALL TRACK ON CONTINUOUS 1/4" THICK X 2m 59 STC (MIN) AMOFOAM SILL SEALER, PROVIDE FIRE STOP ON ALL SMOKE PARTITIONS, SEE LIFE SAFETY PLAN \ �l �HR _F1 R ER AT E.D S.T U DW.A L �L I lw m 1,4r UL RATING NO. U420 EXIST. STRUCTURE ABOVE DECK OR STRUCTURE ABOVE - SEE STRUCT. DWGS. —I 5W STL STUDS AT ISO O.C. AT METAL DECK SEAL AROUND DECK FLUTES WITH CONCRETE BRICK AND MORTAR SEE FINISH SCHEDULE AND REFLECTED CEILING PLAN I H_ FOR TYPE AND HEIGHT OF CEILING SEE FINISH SCHEDULE AND F-1 I -A REFLECTED CELING PLAN .11-1- 1 1 FOR TYPE AND HEIGHT OF CEILING H- I 80 CONCRETE BLOCK (1) LAYER OF 51W CEMENT BOARD SEE STRUCT. DWGS. Ir NOLINAL TO 4-W A.F.F WITH 5V GYPSUM BOARD ABOVE ..... 7 Off ACTUAL FLOOR, BASE, AND WALL FINISH ..... SEE FLOOR PLANS FLOOR, BASE, AND WALL FINISH SEE FLOOR PLANS CAULK BOTH SIDES TYP. RI STUCCO BAND DETAIL 3' a IW --------- .......... SEE LIFE SAFETY PLANS FOR FIRE RATING REQ. BLOCK WALL PARTITION 1 112" 1 %0" NEW OR EXIST. CMU 7-7/ I F7. _77: 7�.'j CEMENT PLASTER ON GALV.— METAL LATH ON IS# ASPHALTIC BUILDING PAPER Interior CASING BEAD & SED&ANTY DETAIL 3"m I'4r EXIST. CMU LEVELING COAT STUCCO ON SCRATCH COAT STUCCO ON GALV. METAL LATH ON 15# ASPHALTIC BUILDING PAPER 1/2' THICK THIN BRICK ON BONDING MORTAR LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 0 12-07-2012 0 CB+A #1202 0 CANERDAY BELFSKY + ARROYO ARCHITECTS OW SECOND AVENUE SOUTH ST. PETERSBURG. FL 33701 (727) 823-W75 AA20000567 NN PARTITION TYPES AND DETAILS A9m5 SCALL, M NUM DESIGN LOADS: CAST IN PLACE CONCRETE NOTES: BUILDING CODE: 201 0 EDITION OF FLORIDA BLDG. CODE. SPECIAL INSPECTION REQUIREMENTS: NO DESIGN WIND LOADING CRITERIA. CODE: ASCE7-10 DESIGN BASE WIND SPEED: V(ult) = 148 MPH (3 SEC. GUST) V(asd) = 11 5 MPH (3 SEC. GUST) EXPOSURE CATEGORY "B" INTERNAL PRESS COEFF. = +f-0,18 BUILDING ENCLOSURE CATEGORY = ENCLOSED BUILDING RISK CATEGORY = CATEGORY IV (FIRE STATION) COMPONENT AND CLADDING DESIGN PRESSURES: EVIDENCE SHALL BE SUBMITTED WHICH DOCUMENTS THAT THE GLAZING AND OTHER STRUCTURES WHICH ENCLOSE OPENINGS IN THE BUILDING ENVELOPE (DOORS, WINDOWS, LOUVERS, STOREFRONTS, CURTAINWALLS, SKYLIGHTS, ETC.) HAVE BEEN TESTED SUCCESSFULLY (HAVE SURVIVED FULL SCALE TESTING BY AN ACCREDITED TESTING LABORATORY) TO CONFIRM THAT THE GLAZING AND CONNECTIONS (FASTENING OF THE GLAZING TO THE BUILDING FRAME) MEET THE CRITERIA OF THE 201 0 FLORIDA BUILDING CODE AND THE FOLLOWING GRAVITY DESIGN LOADS: DEAD I OADS* ROOF STRUCTURE = 15 PSIF LIVE LOADS: ROOF - 20 PSF EXTENT OF STRUCTURAL ANALYSIS: THE STRUCTURAL ANALYSIS AND DESIGN PERFORMED ON THIS PROJECT BY WEBER AND TINNEN, P.A , STRUCTURAL ENGINEERS WAS LIMITED TO THAT AREA AND SPECIFICALLY INCLUDED ONLY THOSE ELEMENTS WHICH WERE DIRECTLY EFFECTED BY THE MODIFICATIONS REQUIRED TO ADAPT THE EXISTING BUILDING TO SUIT THE OWNER'S REQUIREMENTS AND CHANGES. NO OTHER STRUCTURAL ANALYSIS OF THE EXISTING BUILDING STRUCTURE(S) WAS PERFORMED AND NONE IS EXPRESSED OR IMPLIED. EXISTING CONDITIONS REPRESENTED BY THESE DOCUMENTS: SHOULD THE GENERAL CONTRACTOR, OR ANY OF HIS SUB -CONTRACTORS OBSERVE OR BECOME AWARE OF ANY EXISTING CONDITION(S) WHICH VARY OR APPEAR TO BE CONTRARY TO THOSE REPRESENTED BY THESE DOCUMENTS, HE SHALL IMMEDIATELY BRING SUCH TO THE ATTENTION OF THE ARCHITECT. DUE CARE WAS EXERCISED IN THE RESEARCH AND PREPARATION OF THESE DOCUMENTS. BUT AS IS OFTEN THE CASE IN RENOVATION AND RETROFIT PROJECTS, SOME EXISTING CONDITIONS REPRESENTED BY THE AVAILABLE ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS MAY VARY FROM WHATWAS ACTUALLY CONSTRUCTED. IMMEDIATE NOTIFICATION OF TI iE DESIGN TEAM OF SUCH CONDITIONS WILL LESSEN THE IMPACT OF ANY NECESSARY CHANGES OR MODIFICATIONS. ADDITIONALLY, SHOULD THE GENERAL CONTRACTOR, OR ANY OF HIS SUB -CONTRACTORS OBSERVE OR BECOME AWARE OF ANY EXISTING CONDITION(S) WHICH WOULD SUGGEST THE POTENTIAL FOR EXISTING STRUCTURAL DISTRESS OR OVERSTRESS, HE SHALL IMMEDIATELY BRING SUCH TO THE ATTENTION OF THE ARCHITECT. NOTE: IT IS ANTICIPATED THAT THEREWILL BE ADDITIONAL CONDITIONS THAT HAVE NOT BEEN SPECIFICALLY ADDRESSED BYTHE STRUCTURAL DOCUMENTS. GENERALLYA SIMILAR CONDITION WILL HAVE BEEN ADDRESSED STRUCTURALLY AND AN EXISTING CORRECTION DETAIL CAN BE APPLIED TO THE CONDITION IN QUESTION. IF THE REPAIR CANNOT BE CONSIDERED SIMILAR TO AN EXISTING CORRECTION DETAIL, THE CONSTRUCTION MANAGER SHALL CONTACT THE ARCH ITECT/ENGI NEER AND REQUEST THAT THE CONDITION BE OBSERBED AND THAT A NEW CORRECTION DETAIL BE PREPARED TO SPECIFICALLY ADDRESS THE CONDITION. TYPICAL STRUCTURAL CONDITIONS THAT MUST BE REPAIRED/CORRECTED: 1. THE CONTINUITY OF THE EXISTING POURED IN PLACE CONCRETETIE BEAM MUST BE RE-ESTABLISHED AT ANY LOCATION WHERE SUCH CONTINUITY HAS BEEN INTERRUPTED. THIS MAY INCLUDE LOCATIONS WHERE THE BEAM WAS CUT OR CHIPPED AWAY TO FACILITATE THE PASSAGE OF DUCTWORK, CRACKING IN THE BEAM DUE TO THE EX PAN SION/CONTRACTI ON AT A SECTION OF REDUCED DEPTH, ETC. NOTE: WHERE A PENETRATION WAS SPECIFICALLY FORMED INTO THE ORIGINAL CONCRETE BEAM POUR AND WHERE (IN ADDITION) THERE IS NO EVIDENCE OF CRACKING OR OTHER DISTRESS IN THE VACINITY OF THE OPENING IN THE BEAM, SUCH REPAIR SHOULD NOT BE REQUIRED. 2. CRACKING OR SPALLING OF CONCRETE AT STRUCTURAL SUPPORTS FOR STEEL BEAMS OF BAR JOISTS. 3, WHEREVER NEW DUCT OPENINGS ARE TO RE CUT INTO THE MASONRY WAL I BELOW THE EXISTING REINFORCED CONCRETE TIE BEAM: A� SUCH OPENINGS SHALL NOT OCCUR BELOW THE SUPPORT POINT FOR EXISTING CONCRETE BEAMS, STEEL BEAMS OR CHANNELS OR STRUCTURAL STEEL BAR JOISTS WITHOUT THE ERECTION OF SUPPLEMENTARY STRUCTURAL STEEL CHANNELS TO REINFORCE THE EXISTING TIE BEAM, SINCE THE LAP LOCATIONS AND THE LAP LENGTHS OF THE REINFORCING IN THE TIE BEAMS IS UNKNOWN. B. WHERE DUCT PENETRATIONS ARE ADJACENT TO ONEANOTHER, EITHER NEW OR E EXISTING, f HE COLUMN/PIER SECTION BETWEEN ADJACENT DUCI OPENINGS SHALL NOT BE LESS TI IAT 7 5/8" WIDE X 16 INCHES LONG WITH ONE NO. 6 BAR VERTICAL IN EACH CELL SOLID GROUTED IN PLACE. DOWELS SHALL BE DRILLED 8 INCHES INTO THE FOUNDATION AND THE TIE BEAM AND SHALL BE EPDXIED IN PLACE. 4. EXISTING MASONRY OPENINGS ORIGINALLY PROVIDED FOR DUCTWORK, WHICH ARE NO LONGER REQUIRED TO REMAIN OPEN, MUST BE SOLIDLY INFILLED WITH CONCRETE MASONRY PURSUANT TO INFILL DETAILS PROVIDED. GENERAL CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS. THEY SHALL BE RESPONSIBLE FOR THE FIELD COORDINATION OF ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL AND ELECTRICAL TRADES, INCLUDING THE DETAILS AND THE DIMENSIONS. ANY DISCREPANCIES BETWEEN DRAWINGS, DETAILS, DIMENSIONS, ETC., SHALL BE BROUGHT 70 THE ATTENTION OF THE ARCHITECT IMMEDIATELY UPON DISCOVERY AND PRIOR TO COMMENCING CONSTRUCTION OF THE AFFEC I ED AREA. DO NO I SCALE DRAWINGS FOR DIMEN61ONS NOT PROVIDED. REFER I 0 THE ARCHITECTURAL DRAWINGS FOR ANY DIMENSIONS NOT PROVIDED ON THE STRUCTURAL DRAWINGS. 2. THE INFORMATION CONTAINED IN THE STRUCTURAL DRAWINGS IS, IN ITSELF, INCOMPLETE AND SHALL BE USED IN CONJUNCTION WITH ALL CONTRACT DOCUMENTS, INCLUDING THE WRITTEN SPECIFICATION, ISSUED IN CONJUNCTION WITH THE DRAWINGS AND ALL REFERENCED CONSTRUCTION MATERIALS INSTITUTE OR ASSOCIATION SPECIFICATIONS, STANDARD PRACTICES, CODES, ETC. 3. SPECIFICATIONS INDICATED IN THE STRUCTURAL CONTRACT DOCUMENTS ARE TO BE CONSIDERED MINIMUM ACCEPTABLE CRITERIA AND MAY BE SUPERSEDED BY MORE STRINGENT CRITERIA REQUIRED AS A PART OF THE ARCHITECTURAL CONTRACT 4. SECTIONS AND DETAILS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY AT ALL SIMILAR LOCATIONS, UNLESS OTHER SECTIONS AND DETAI LS ARE SPECIFICALLY REFERENCED. 5. WHERE, IN THE OPINION OF THE CONTRACTOR: A INFORMATION IS UNCLEAR B. INFORMATION IS NOT PROVIDED C. THERE IS A CONFLICT BETWEEN THE DRAWINGS AND THE SPECIFICATION D THERE IS A CONFLICT WITHIN THE DRAWINGS E. THERE 13 A CONFLICT WITHIN THE SPECIFICATIONS THE HIGHER QUALITYAND/OR GREATER QUANTITY OF THE CONFLICTING OPTIONS SHALL GOVERN. IMMEDIATELY AFTER THE DISCOVERY OF SUCH SITUATIONS, THE CONTRACTOR SHALL CONTACT THE ARCHITECTIENGI NEER FOR GUIDANCE. THE ARCHITECT/ENGI NEER IS AND SHALL REMAIN THE FINAL AUTHORITY FOR I NTERPR ETATION OF THE DOCUMENTS IN SITUATIONS OF CONFLICT. 6. REFER TO THE ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR ELEVATIONS, SLOPES AND LOCA I ION OF DEPRESSED AREAS.(_;OM PARE VVI I H STRUCTURAL PLANS AND DETAILS AND REPORT ANY DISCREPANCIES TO TI IE ARCHITECT PRIOR TO FABRICATION OR INSTALLATION OF STRUCTURAL WORK. 7. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE AND THE WRITTEN SPECIFICATION BOOKLET ISSUED WITH THE DRAWINGS. S. THE SAFETY OF THE WORKERS AND THE CONSTRUCTION SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NEITHER THE ARCHITECT NOR THE STRUCTURAL ENGINEER SHALL BE HELD LIABLE FOR ACCIDENTS DURING CONSTRUCTION OF THE PROJECT. THESE DOCUMENTS DO NOT INCLUDE PROVISIONS TO SATISFY SAFETY REQUIREMENTS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING CONFORMANCE WITH ALL OSHA STANDARDS. JOB SITE VISITS BY THE ENGINEER SHALL NOT CONSTITUTE APPROVAL, AWARENESS OR LIABILITY FOR ANY HAZARDOUS CONDITIONS. 9. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACT OR TO DETERMI NE ERECTION PROCEDURE, MEANS, METHODS AND SEQUENCE OF CONSTRUCTION. IT IS THE SOLE RESPONSIBILITY OF TFIF CONTRACTOR TO ENSURE THE STRUCTURAL STABILITY OF THE BUILDING AND 17S COMPONENT PARTS DURING ALL PHASES OF CONSTRUCTION THIS INCLUDES, BUT IS NOT LIMITED TO THE ADDITION OF ANY NECESSARY TEMPORARY BRACING, GUYING, SHORING, TIE DOWNS, ETC., THAT MAY BE REQUIRED TO RESIST FORCES APPLIED DURING CONSTRUCTION, INCLUDING WIND. 10. THE CONTRACTOR SHALL EXERCISE SUCH MEASURES AS ARE REQUIRED TO PROTECT ADJOINING PROPERTY, STRUCTURES, FACILITIES AND UTILITIES FROM DAMAGE DURING CONSTRUCTION. 11. THE GENERAL CONTRACTOR SHALL FIELD VERIFYALL DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION OF ALL NECESSARY FORMWORK, SHORING, RESHORING AND UNDERPINNING, WHICH IS REQUIRED TO SAFELY CONSTRUCT THE STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY THE INSTALLATION OF ANY TEMPORARY SHORING AND/CR UNDERPINNING. THE DESIGN OF ANY REQUIRED FORMWORK, SHORING, RESHORING, UNDERPINNING, ETC., SHALL BE PROVIDED BY A PROFESSIONAL ENGINEER CURRENTLY REGISTEREDIN I HE SIAIE OF FLORIDA (WHOSE TRAINING AND PRACTICE EXPERIENCE IS STRUCTURAL ENGINEERING). DESIGN CALCULATIONS AND ERECTION DRAWING (WHICH SHALL BEAR HIS SEAL, SIGNATURE AND THE DATE. SHALL BE SUBMITTED TO THE ARCHITECT AND RESPONSIBLE BUILDING AUTHORITY. 13. THE CONTRACTOR HAS THE FULL RESPONSIBILITY FOR PROVIDING ANY AND ALL BRACING NECESSARY TO MAINTAIN STABILITY AND STRUCTURAL INTEGRITY OF WALLS DURING CONSTRUCTION. RETAINING WALLS (IF ANY) SHALL BE BRACED PRIOR TO AND DURING ALL COM PACTI NG AN D BACKFI LLI NG OPERATI ONS. 14. NO MODIFICATION OF ANY STRUCTURAL MEMBER SHALL BE PERMITTED WITHOUT FIRST OBTAINING NOTIFICATION IN WRITING FROM THE STRUCTURAL ENGINEER THAT SUCH N40DIFICATION IS PERMISSIBLE. THIS INCLUDES ANY MODIFICATION WHICH MAY ADVERSELY AFFECT THE STRENGTH OF THE MEMBER. SHOP DRAWING SUBMITTALS: SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENTWITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP FABRICATION AND ERECTION DRAWINGS BY THE ARCHITECT AND STRUCTURAL ENGINEER IS FOR COORDINATION OF REVISIONS, INTERPRETATION REQUESTS AND FOR VERIFICATION OF THE FABRICATOR'S UNDERSTANDING OF MAJOR DESIGN REQUIREMENTS. IT IS 1 HE RL6PONSIBILI FY OF THE CONTRACTOR TO APPROVE FOR SAME AS ABOVE AND, IN ADDITION, TO REVIEW FOR DETAIL DESIGN REQUIREMENTS AND DIMENSIONS. A/E REVIEW WILL NOT COVER DIMENSIONS OR DETAIL DESIGN REQUIREMENTS, SUCH AS LENGTHS, QUANTITIES, ETC. THIS REVIEW NEITHER GUARANTEES THAT THE SHOP DRAWINGS ARE CORRECT NOR INFERS THAT THE SHOP DRAWINGS SUPERSEDE THE STRUCTURAL DRAWINGS. AlE REVIEW WILL NOT COMMENCE UNTIL ALL OF THE FCLLOWI NG REQUIREMENTS ARESATISFIEDI 1. ALL SUBMITTALS SHALL INCLUDE ONE SET OF REPRODUCIBLES & TWO SETS OF PRINTS FOR REVIEW AND FILE IN AfE OFFICE. THE REPRODUCIBLES WILL BE MARKED TO INDICATE ANY NOTED DISCREPANCIES AND/OR ERRORS. THE REPRODUCIBLES WILL BE RETURNED TO THE CONTRACTOR FOR PRINTING OF DISTRIBUTION SETS. NOTE: SUBMITTALS MADE IN ANY FORM OTHER THAN THAT REQUESTED WILL BE REJECTED AND RETURNED TO THE CONTRACTOR WITHOUT ANY REVIEW. A PROPER SUBMITTAL WILL BE REQUESTED AND NO ACTION WILL BETAKEN UNTIL A rRorER SUBMITTAL IS RECEIVED. NOTE FAXED OR E-MAILED SUBMITTALS ARE UNACCEPTABLE AND WILL NOT BE REVIEWED. NOTE ANY DELAYS CAUSED RY IMPROPER SUBMITTALS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2. SHOP DRAWINGS SHALL NOT BE PREPARED UTILIZING REPRODUCTIONS OF THE CONTRACT DOCUMENTS. SUCH SUBMITTALS WILL BE RETURNED WITHOUT ANY REVIEW AND WILL REQUIRE RESUBMITTAL. 3. SUBMITTED DRAWINGS MUST BE COMPLETE, NOT PROGRESS PRIN-1 SI SUBMIT -FED DRAWINGS MUST HAVE BEEN CHECKED, APPROVED, DATED, AND INITIALED BY BOTH THE DETAILER AND THE PERSON IN RESPONSIBLE CHARGE OF FINAL REVIEW AND APPROVAL OF THE SHOP DRAWINGS IN THE FABRICATORS OFFICE. 4. THE CONTRACTOR SHALL HAVE REVIEWED AND APPROVED THE SHOP DRAWINGS PRIOR TO SURMITTING FOR A/E REVIEW THF PROJECT MANAGER SHALL INDICATE (EITHER RY COVER LETTER OR BY WRITTEN STATEMENT ON EACH SHEET OF DRAWINGS SUBMITTED) FOLLOWING NOTE: "THESE SHOP DRAWINGS AND ALL WORK TO BE PERFORMED MEET OR EXCEED THE REQUIREMENTS OF THE CONTRACT DOCUMENTS IN ALL RESPECTS". STATEMENT SHALL BE SIGNED AND DATED BYTHE PROJECT MANAGER. 5. SUBMITTALS SHALL PROVIDE FOR AT LEAST FOURTEEN (14) WORKING DAYS IN THE ENGINEERS OFFICE FOR REVIEW. FOURTEEN DAYCLOCKWILL NOT START UNTIL RECEIPT OF PROPER SUBMI I IAL. PHASED SUBMITTALS AND SMALLER PACKAGES ARE MORE EASILY AND QUICKLY RETURNED. 6. NOTE THAT THE CONTRACTOR'S (OR SUB -CONTRACTOR'S) FAILURE TO SUBMIT SHOP DRAWINGS IN A TIMELY MANNER (PROVIDING FOR THE REQUIRED REVIEW TIME IN THE ENGINEER'S OFFICE) WILL NOT CONSTITUTE AN EMERGENCY AND AN IMMEDIATE REVI EW BY THE ENGINEER! THE CONTRAC70R AND SUB -CONTRACTORS SHALL ASSUME FULL RESPONSIBILITY, UNRELIEVED BY REVIEW OF SHOP DRAWINGS AND DOCUMENTS, FOR: DIMENSIONS: HER TRADES' FABRICATION PROCESSES- CONSTRUCTION TECHNIQUES, SAFETY CONDITIONS; AND FULFILLING DETAIL REQUIREMENTS'OFTHEIR CONTRACT. GENERAL SPREAD FOOTING FOUNDATION NOTES: 1. THE DESIGN SCIIJIFOUNDATION CONTACT PRESSURE = 1500 PSF. IF DURING THE EXCAVATION, THE CONTRACTOR OBSERVES ANYTHING THATWOULD INDICATE POOR SOIL BEARING CONDITIONS, IT MAY BE NECESSARYTO HAVE THE ASSUMMED BEARING PRESSURE SHALL BE VERIFIED BY AT LEAST ONE 25 FEET DEEP STANDARD PENETRATION TEST BORINGS AND A GEOTECHNICAL REPORT PERFORM ED/PREPARED BY A GEOTECHNICAL ENGINEER HOLDING CURRENT REGISTRATION IN THE STATE OF FLORIDA AS A PROFESSIONAL ENGINEER. THE REPORT SHALL BE SIGNED AND SEALED BY THE GEOTECHNICAL P.E. TI IE REPORT SHALL CONTAIN SPECIFIC DETAILED SITEWORK INSTRUCTIONS AND PROCEDURES WHICH ARE REQUIRED AS A PART OF THE FOUNDATION CONSTRUCTION AND SHALL BE FOLLOWED BY THE GENERAL CONTRACTOR. 2. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED IN STRICT CONFORMANCE WITH THE GEOTECHNICAL REPORT PREPARED FOR THE PROJECT. IN NO INSTANCE SHALL FILL MATERIAL BE PLACED AND COMPACTED IN INDIVIDUAL LIFT DEPTHS EXCEEDING 12 INCHES UNLESS SPECIFICALLY DIRECTED TO DO SO IN WRITING BY THE PROJECT GEOTECHNICAL ENGINEER. IN NO INSTANCE SHALL FILL MATERIAL AND NATURAL SUBGRADE MATERIAL (UPON WHICH FOUNDATIONS AND/OR SLABS ON GRADE ARE 70 BE SUPPORTED) BE COMPACTED TO A CRITERIA LESS THAT 98% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY UNLESS SPECIFICALLY DIRECTED TO DO SO IN WRITING BY THE PROJECT GEOTECHNICAL ENGINEER. 3. ALL POURED IN PLACIECONCRETE SHALL HAVETHE FOLLOWING MINIMUM 28 DAY ULTIMATE COMPRESSIVE STRENGTH: A. FOUNDATIONS - fc = 3000 PSI. B. COLUMNS AND (OR) PEDESTALS - f'c = 4000 PSI. C. BEAMS - f'c = 4000 PSI. 4. THE CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY TO PERFORM THE FOLLOWING TESTS: A. ONE DENSITYTEST FOR EACH 1500 SQUARE FEET OF COMPACTED SUBGRADE OR COMPACTED FILL. B. ONE DENSITY TEST AT EACH COLUMN FOOTING. C. ONE DENSITYTEST FOR EACH 25 FEET OFWALL FOOTING. D. SEECAST IN PLACE CONCRETE NOTES FOR CONCRETETESTING REQUIREMENTS. ONE COPYOFALL TEST REPORT RESULTS SHALL BE SENT DIRECTLY TO THE ARCHITECT, STRUCTURAL ENGINEER, OF-CFECHNICAL ENGINEER AND GENERAL CONTRACTOR. 5, ALL REINFORCING BAR SHALL RIF G)RADFfy = 60 KSI AND SHALL MFFTASTM SPECIFICATION A-615 (Sl). 6. ALL FOUNDATION REBAR LAPS SHALL BE AS SCHEDULED ON THE DRAWINGS FOR THE SPECIFIC STRUCTURAL ELEMENT AND STRENGTH OF CONCRETE TO BE POURED 7. PROVIDE CORNER BARS TO MATCH SIZE AND COUNT OF FOUNDATION LONGITUDINAL BARS. 8. BUILDING DESIGN PURSUANT TO THE 2010 EDITION OF THE FLORIDA BUILDING CODE. 9. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FOUNDATION CONSTRUCTION. 10. UNLESS SPECIFICALLY DETAILED OTHERWISE, FOUNDATIONS SHALL BE LOCATED AT THE CENTER OF WALLS AND/OR COLUMNS WHICH THEY SUPPORT. TOLERANCIEFORTHE ACCEPTABILITY OF PLACEMENT OF FOUNDATIONS, ANCHOR BOLTS, COLUMN DOWELS, WALLDOWELS, ETC., SHALL BE GOVERNED BY THE APPROPRIATE AISC, ACI AN D/OR BUILDING CODES PROVISIONS. 1 . CAST IN PLACE CONCRETE WORK INCLUDES REINFORCING STEEL AND RELATED WORK SHOWN INCLUDING FORMWORK, SE71NG ANCHOR BOLTS, PLATES, FRAMES, DOWELS FOR MASONRY OR OTHER ITEMS EMBEDDED IN CONCRETE. 2. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS (LATEST EDITIONS): A. ACI 11 7 "STANDARD TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS" B. ACI232.11R "USE OF ROW OR PROCESSED NATURAL POZZOLANS IN CONCRETE' OR ACI 232.2R "USE OF FLY ASH IN CONCRETE" OR ACI 233R"GROUND GRANULATED BLAST FURNACE SLAG"CEMENT IN CONCRETE AND MORTAR C ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" D. ACI 302 �GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" E. ACI 304 "RECOMMENDED PRACTICE FOR MEASURING: MIXING, TRANSPORTING AND PLACING CONCRETE" F. ACI 304,2R PLACING CONCRETE BY PUMPING METHODS G. ACI 305R "RECOMMENDED PRACTICE FOR HOTWEATHER CONCRETING" H. ACI 306R "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING" 1. ACI 308 'STANDARD PRACTICE FOR CURING CONCRETE; J. ACI 309R "GUIDE FOR CONSOLI DATION OF CONCRETE" K� ACI 311 "RFCOMMFNDED PRACTICE FOR CONCRETE INSPECTION" L. ACI 316 DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" M. ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" N. ACI 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" 0. ACI MANUAL OF CONCRETE PRACTICE - PARTS 1 THRU 5 (AS APPROPRIATE TO TYPE OF CONSTRUCTION). 3. CONCRETE SHALL BE NORMAL WEIGHT (U.N.0) AND SHALL BE BATCHED, MIXED AND TRANSPORTED IN ACCORDANCEWITH ASTM C94,"THE SPECIFICATIONS FOR READY MIX CONCRETE". NOTE: THE CONCRETE SHALL BE PLACED W17HIN 90 MINUTES OF BATCH TIME. CONCRETE MIX DESIGN SHALL BE PROPORTIONED IN ACCORDANCE WITH ACI 301 TO PROVIDE CONCRETE CAPABLE OF BEING PLACED WITHOUT EXCESSIVE SEGREGATION AND WITH ACCEPTABLE FINISHING PROPOIFIRTIES, DURABILITY, SURFACE HARDENERS, APPEARANCE, AND STRENGTH REQUIREMENTS REQUIRED BY THESE SPECIFICATIONS. MATERIALS USED IN THE CONCRETE MIX: A. PORTLAND CEMENT: ASTM C 150, TYPE 1 OR TYPE 11 B. AGGREGATES: NORMAL WEIGHT CONCRETE, COARSE AND FINE, ASTM C33 (MAXIMUM AGGREGATE SIZE: FOUNDATIONS - #57, ALL OTHER CONCRETE STRUCTURAL ELEMENTS - *67. C. Al R ENTRAI NI NG AGENT SHALL MEET ASTM. C-260 D. WATER REDUCING: AS-1 M 0494, TYPE A E. WATER: FRESH, CLEAN AND POTABLE. F. NO ACCELERATORS, RETARDERS OR ADMIXTURES CONTAINING CHLORIDES WI LL BE PERMITTED. G. CALCIUM CHLORIDE SHALL NOT BE USED IN THE MIX NOTE: ADDING OF WATER TO MIX IN FIELD: THE READYMIX DRIVER SHALL HAVE IN HIS POSSESSION AT TIME OF DELIVERY, WRITTEN INSTRUCTIONS FROM THE READYMIX SUPPLIER DETAILING THE MAXIMUM AMOUNT OF WATER WHICH CAN BE ADDED TO THE MIX BY THE DRIVER IN THE FIELD (GALLONS PER YARD). OTHERWISE WATER SHALL NOT 13E ADDEDTO THE MIX AFTER LEAVING THE BATCH PLANT. H. FLY -ASH: ASTM C618, CLASS F, 20% MAXIMUM BY WEIGHT. DO NOT USE FOR EXPOSED SLABS FOR ARCHITECTURAL CONCRETE. I SUPER PLASTICIZER* ASTM C494, TYPE F OR G, WHERE ALJTHOR17ED BY THE ENGINEER J. SLAG CEMENT IN CONCRETE: ASTM C989,30% BY WEIGHT 4. CONCRETE SHALL HAVE THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS, (U.N.O.), FOR THE STRUCTURAL ELEMENT INDICATED BELOW: FOUNDATION: 3000 PSI SLAB ON GRADE: 3000 rsi COLUMNS: 4000 PSI TIE BEAMS: 4000 PSI BEAMS. 4000PSI CONCRETE MIX DESIGN SUBMITTAL DATA REQUIRED: A. INTENDED USAGE AND LOCATION FOR EACH MIX TYPE B. MIX DESIGN FOR EACH TYPE C. CEMENT CONTENT IN POUNDS -PER -CUBIC YARD D. COURSE AND FINE AGGREGATE IN PCUNDS/CUBIC YARD E. WATER CEMENT RATIO BY WEIGHT (NOT TO EXCEED D.60 EVERYWHERE EXCEPT SLAB ON GRADE W/C = 0.5) F. CEMENT TYPE OF MANUFACTURER G. SLUMP RANGE H AIR CONTFNT 1. ADMIXTURE TYPE AND MANUFACTURER J. PERCENT ADMIXTURE BY WEIGHT K. HISTORICAL PERFORMANCE STRENGTH TEST DATA REQUIREDTO ESTABLISH MIX DESIGN. 5. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A QUALIFIED ACCREDITED TESTING LABORATORYTO PERFORM THE FOLLOWING TESTING SERVICES: A. SAMPLING PER ASTM. C-172 NOTE: SAMPLING SHALL BETAKEN FROM THE POINT OF DELIVERY OF THE CONCRETE. IN OTHER WORDS IF A CONCRETE PUMP IS USED, 5AMPLIFS SHALL BE LAKEN FROM THE DISCHARGE END OF THE HOSE. R SLUMP PER ASTM C-143 C. COMPRES,q; VE STRENGTH PER ASTM. C-31 & C-39. FOR EACH CLASS OF CONCRETE POURED, PROVIDE FOUR CYLINDERS FOR EACH 50 CUBIC YARDS OF CONCRETE OR FRACTION THEREOF. BREAK ONE CYLINDER AT (7) DAYS, TWO AT (28) DAYS AND HOLD THE REMAINING IN RESERVE IN CASE A 56 DAY TESTIS REQUIRED. A TEST RESULT IS CONSIDERED TO BE THE AVERAGE OF THE TWO CYLINDER BREAKS. ONE COPY OF ALL TEST RESULTS SHALL BE SENT DIRECTLY TO THE OWNER, ARCHITECT, STRUC I URAL ENGINEER AND GENERAL CON I RACIOR IMMEDIATELY UPON DETERMINATION OF RESULTS. FREQUENCY OF TESTING SHALL NOT BE LESS THAN ONCE A DAY WHEN CONCRETE IS POURED NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS 6. REINFORCEMENT USED IN CONCRETE STRUCTURAL ELEMENTS: A. DEFORMED BARS: ALL MILD REINFORCING BAR USED IN CONCRETE SHALL BE GRADE 60 KSI DEFORMED BAR CONFORMING TO ASTM SPECIFICATION A-61 6 (Sl). B. SMOOTH DOWF1 S- ASTM A615, PLAIN BARS, MINIMUM YIELD STRENGTH OF 60 KSI C. WELDED WIRE FABRIC: CONFORM TOASTM. A-185 AND SUPPLIED IN FLAT SHEETS (RATHER THAN IN ROLLS). FABRIC SHALL BE PLACED ON CONTINUOUS NO. 4 REBAR CHAIRS SPACED AT 3 FT O.C. TO MAINTAIN THE PROPER LOCATION WITHIN THE D. ACCESSORIES TO CONFORM TO ACI 315. E. WHERE CONCRETE SURFACES ARE EXPOSED, MAKE THOSE PORTIONS OF ALL ACCESSORIES IN CONTACT WITH THE CONCRETE SURFACE OR WHININ 112 INCHES THEREOF, OF PLASTIC. F. ALL REINFORCING DETAILS SHALL CONFORM TO ACI 315, LATEST EDITION, "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" (U.N.C.) G. SUBMIT COMPLETE DETAIL AND PLACING SHOP DRAWINGS FOR ALL REINFORCING 7. CONCRETE COVER OVER REINFORCING IN CONCRETE STRUCTURAL ELEMENTS SHALL BE AS FOLLOWS: A. FOUNDATIONS: 3" B. COLUMNS: 1 112" (2" FOR NO. 6 AND LARGER BARS) C. BEAMS: 1 112" (2" FOR NO. 6 AND LARGER BARS) D. WALLS. 1 112" (2" FOR NO. 6 AND LARGER BARS) E. SLABS: V (INTERIOR), 1 112" (EXTERIOR) 8. LAP SPLICE LENGTHS SHALL BE AS SCHEDULED FOR THE STRENGTH OF CONCRETE AND SPECIFIC STRUCTURAL ELEMENT IN QUESTION. 9� PROVIDE PROPERLY TIED SPACERS, CHAIRS. BOLSTERS, ETC., AS ARE REQUIRED AND NECESSARY TO ASSEMBLE, PLACE AND SUPPORT ALL REIN FORCING IN THE PROPER REQUIRED LOCATION WITHIN THE FORMWORK (AND MAINTAIN REINFORCING IN THE PROPER POSITICIN DURING CONCRETE PLACEMENT OPERATIONS AND UNDER THE APPLICATION OF CONSTRUCTION LOADS AND OPERATIONS). WHEREWIRE TYPE SUPPORTS AREUSED, COMPLYING WITH CRSI RECOMMENDATIONS, PLASTIC TIP LEGS SHALL BE USED WHEN CONCRETE IS TO BE EXPOSED TO EXTERIOR CONDITIONS 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION OF ALL NECESSARY FORMWORK, SHORING AND RESHORING IN ACCORDANCE WITH ACI 347. THE DESIGN SHALL BE PREPARED BY A DELEGATED SPECIALTY STRUCTURAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF INTENDED CONSTRUCTION OF THE PROJECT WHERE LIFE SAFETY ISSUESARE CRITICAL AND ERECTION DRAWING SHALL BEAR HIS SEAL AND SIGNATURE AND THE DATE ERECTION DRAWINGS SHALL BE SUBMITTED TO THE RESPONSIBLE BUILDING AUTHORITY. NOTE: EARTH MAYBE USED AS VERTICAL SURFACE FORMS FOR FOOTINGS PROVIDED THAT THE FOOTING OVERALL WIDTH IS INCREASED IN SIZE BY FOUR INCHES. 11. POUR BREAKS IN BEAMS AND SLABS SHALL OCCUR AT MID SPAN BETWEEN SUPPORTS (POINTS OF MINIMUM SHEAR) BY USE OF VERTICAL BULKHEADS. COLD JOINTS LOCATIONS MUST BE LOCATED TO PROVIDE THE LEAST IMPACT ON THE STRENGTH OF THE STRUCTURAL MEMBER. NOTE: HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED IN ANY HORIZONTAL SPAN CONCRETE MEMBER! 12. PROVIDE MINIMUM 14 GAGE GALVANIZED CORRUGATED DOVETAIL ANCHORSAT 161, O.C. TO CONNECT ADJACENT MASCNRYTO CONCRETE STRUCTURAL ELEMENTS. PROVIDE DOVETAIL ANCHOR HARDWARE WITH HOT DIP GALVANIZED FINISH, (ASTM A 153, CLASS B2, (1.5 OZ. PER SQ. FT.)). 13. PROVIDE NEOPRENE WATER STOPS AT ALL CONSTRUCTION JOINTS IN CAST IN PLACE CONCRETE WHERE ONE SIDE IS DIRECTLY EXPOSED TO EITHER THE WEATHER ORIN DIRECT CONTACT WITH SOIL AND THE OTHER SIDE OCCURS WITHIN ENCLOSED SPACE. 14. PROVIDE COMMERCIAL FORM COATING COMPOUNDS (RELEASE AGENTS) THAT WILL NOT BOND, STAIN OR ADVERSELY AFFECTTHE FINISHED CONCRETE SURFACE- 15. PLACE CORNER BARS AT CORNERS AND ENDS OF ALL FOOTINGS, WALLS AND BEAMS. BAR SIZE AND COUNT SHALL MATCH THE LONGITUDINAL REINFORCING IN THE MORE HEAVILY REINFORCED INTERSECTING ELEMENT (U N.C.). 16, DOWEL INTERSECTING WALLS, BEAMS, ETC. WITH DOWELS OF THE SAME SIZE, COUNT AND SPACING AS THE LONGITUDINAL REINFORCING IN THE MORE HEAVILY REINFORCED MEMBER FRAMING INTO THE JOINT. 1 7 � PLACE A MINIMUM OF TWO (2) NO. 5 BARS (U.N.O.) AROUND ALL FOUR SIDES OF OPENINGS IN CONCRETE STRUCTURAL ELEMENTS. BARS SHALL EXTEND AT LEAST 36 IN. BEYOND THE FACE OF THE OPENING. 18 TYPICAL SPACING OF TIES AND STIRRUPS AS INDICATED ON THE PLANS SHALL BE REDUCED BY 50% FOR THE SPACE BETWEEN THE FACE OF THE SUPPORT AND THE FIRST STIRRUP OR TIE (U.N.O.). 19. VERTICAL AND HORIZONTAL REINFORCING INDICATED ON THE DRAWINGS SHALL BE DOWELED OJT OF THE FOUNDATION (OR THE ELEMENTWHERE THE REINFORCING ORIGINATES, (SLAB, BEAM, TIE BEAM, WALL, ETC.) UTILIZING AN ACI STANDARD HOOK EMBEDDED TO DEVELOP THE FULL ULTIMATE TENSILE STRENGTH OF THE BAR (U.N.O.). 20. VERTICALWALL REINFORCING INDICATED ON THE DRAWINGS SHALL EXTEND FROM THE FOUNDATION, (OR PER NOTE NO. 19 ABOVE), TO THE TIE BEAM AT THETOP OF THE WALL PROVIDE A STANDARD ACI 90 DEGREE HOOK (EMBEDDED TO DEVELOP THE FULL ULTIMATE STRENGTH OF THE BAR) OUT OF THE ELEMENT WHERE THE REINFORCING ORIGINATES AND INTOTHE TOP OF THE TIE BEAM. HOOK SIZE AND COUNT SHALL MATCH THE VERTICAL REINFORCING LAP SPLICE LENGTHS SHALL BE AS SCHEDULED ON THE PLANS. NOTE: WHEN LAYING OUT FOUNDATION DOWELS FOR "UNIFORMLY" SPACED VERTICAL WALL REINFORCING, FIRST LOCATE THE DOWELS SPECIFIED AT WINDOW, DOOR& OTHER MASONRY OPENINGS, ENDS OF WALLS, COLUMNS, TIE COLUMNS, PILASTERS, ETC., THEN LOCATE DOWELS IN BETWEEN AT THE SPECIFIED MAXIMUM UNIFORM SPACING. 21. THE MINIMUM BEARING OF CONCRETE BEAMS ON SUPPORT SHALL BE 8" (UNLESS NOTED OR DETAILED OTHERWISE). WHERE BEAM BEARS ON A MASONRY SUPPORT, EXTEND BEAM A DISTANCE OVER THE SUPPORT AT LEAST EQUAL TO THE LENGTH OF ALL REINFORCED AND GROUTED CELLS ADJACENT TO THE MASONRY OPENING. WHERE THE BEAM BEARS ON A REINFORCED CONCRETE SUPPORT, EXTEND THE BEAM ACROSS THE FULL LENGTH OF THE SUPPORT (FULL BEARING OF BEAM ON SUPPORT). NOTE: ALL CONTINUOUS LONGITUDINAL BEAM REINFORCING SHALL EXTEND FULL LENGTH ACROSS SUPPORT. LENGTH OF BEARING OF BEAM ON SUPPORT SHALL NOT BE LESS THAN DEPTH OF BEAM. 22. SEE ARCHITECTURAL MECHANICAL, AND ELECTRICAL DRAWINGS FOR LOCATIONS OF EMBEDDED ITEMS, CONDUITS, PIPES, SLEEVES, SLAB DEPRESSIONS, ANCHORS, INSERTS, ETC, IN AND THRU CONCRETE ELEMENTS, REQUIRED BY OTHER TRADES. NO CONDUITS, PIPES, SLEEVES, PENETRATIONS OR INSERTS OF ANY TYPE WILL BE PERMITTED IN BEAMS, JOISTS, SLABS, COLUMNS OR WALLS UNLESS APPROVED BY THE ENGINEER, SHOWN ON THE SHOP DRAWINGS, AND CONSTRUCTED TO COMPLY WITH THE REQUIREMENTS OF SECTION 63 OF ACI 318. AFTER APPROVAL BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH AND COORDINATE THE INSTALLATION OF EMBEDDED ITEMS PRIOR TO PLACING THE CONCRETE. 23. GENERALLY, REINFORCING SHALL NOT BE CUT TO ACCOMMODATE THE INSTALLATION OF EMBEDS, ANCHORS, SLEEVES AND/OR OTHER ITEMS. WHERE SUCH IS ABSOLUTELY NECESSARY, NOTIFY THE STRUCTURAL ENGINEER OF THE INTENTION TO DO SO AND FOR EACH BAR CUT, PROVIDE ONE ADDITIONAL BAR EACH SIDE OF THE BAR WHICH WAS CUT. SIZE OF ADD BARS SHALL MATCH SIZE OF ORIGINAL BAR AND LENGTH SHALL BE ADEQUATE TO AT LEAST PROVIDE A CLASS "B" FENSION LAP (OR EMBEDMENT) EACH SIDE OF THE BAR WHICH WAS CUT 24. REMOVE TRASH AND DEBRIS FROM FORMWORK AND THOROUGHLY WET FORMS IMMEDIATELY PRIOR TO PLACING CONCRETE. 25, THE CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION BETWEEN CTION JOINTS. 26. THE CONCRETE SHALL BE POURED BY PUMP OR BUCKET AND SHALL BE CONSOLIDATED IN PLACE USING INTERNAL VIBRATORS. 27. THE CONTRACTOR SHALL BEGIN CONCRETE CURING IMMEDIATELY AFTER FINISHING OPERATIONS ARE COMPLETED. CURING AGENT SHALL BEA 30% SOLIDS LIQUID MEMBRANE FORMING CHEMICAL COMPOUND AND SHALL MEET ASTM. C-309. THEIGENERAL CONTRACTOR IS TO VERIFY THAT ANY CURING COMPOUNDS THAT ARE USED ARE COMPATIBLE WITH FINISH MATERIALS TO BE INSTALLED ON THE SURFACE OF THE CONCRETE NOTE� VVET CURING ]SAN ACCEPTABLE AND PREFERRED METHOD OF CURING FOR SLABS. THIS REQUIRES THAT THE SURFACE OF THE SLAB REMAIN SATURATED FOR AT LEAST 4 DAYS WITH WET BURLAP OR POLYETHYLENE SHEETS. THIS METHOD WILL GREATLY REDUCE VOLUME CHANGE AND SHRINKAGE CRACKS. PLAIN & REINFORCED MASONRY NOTES: 1 AL L MASONRY WORK SHALL CONFORM TO ACI 530-OWASCIF 9-081TIVIS 402-08, "BUI LDI NG 12. CONCRETE MASONRY WALLS SHALL BE BONDED AT ALL EXTERIOR AND INTERIOR INTERSECTING WALLS AND CORNERS BY OVERLAPPING COURSES (RUNNING BOND). THIS PROVISION APPLIES TO BOTH BEARI NG AND NON-BEARI NG WALLS. WALLS SU PPORTED BY SLAB HAUNCHES SHALL BE BONDED TO WALLS SUPPORTED BY FOOT] NGS WITH GALVANIZED "Z" STRAP (12 GAGE MIN.) ANCHORS AT 24 INCHES O.C. IN MORTAR JOINTS. 13. ALL MASONRY HEAD AND END JOINTS SHALL BE FILLED SOLIDLYWITH MORTAR FOR A DISTANCE FROM THE FACE OF THE WALL OF NOT LESS THAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS. 14. TO REDUCE LEAKAGE OF GROUT INTO ADJACENT VERTICAL CELLS, CROSSWEBS MUST BE FULLY BEDDED IN MORTAR AT ALL CELLS CONTAINING VERTICAL REINFORCING. NOTE: WHERE GROUTING TECHNIQUE WILL NOT REQUIRE (BY CODE) THE PLACEMENT OF CLEANOUT HOLES, MASONS SHALL EXERCISE SUCH MEASURES AS ARE NECESSARY TO KEEP CELLS CLEAN & FREE OF SOIL, SAND, MORTAR FINS (DROPPINGS), ETC., SO AS TO NOT INTERFERE WITH GROUTIFOUNDATION BOND AT GROUTED CELLS, SO AS TO NOT RESTRICT THE FLOW OF GROUT, AND SO AS TO PROVIDE A FULLY HOMOGENEOUSLY GROUTED CELL. 15. PROVIDE A 3" HIGH X 4" WIDE CLEANOUT HOLE AT THE BASE COURSE OF ALL REINFORCED CELLS TO VERIFY PROPER GROUT PLACEMENT WHEREVER GROUT POUR HEIGHT EXCEEDS 6-0" IN HEIGHT. REMOVE DEBRIS FROM CLEANOUT HOLE PRIOR TO CAPPING. GROUT POURS EXCEEDING 5'-O" IN HEIGHT SHALL BE PLACED IN INDIVIDUAL LIFTSWHICH SHALL NOT EXCEED 6-0" IN HEIGHT. GROUT POUR HEIGHTS SHALL NOT EXCEED 8!-O", DUE TO THE DIFFICULTY IN VIBRATING AND LENGTH OF AVAILABLE 3/4" 01A. HEAD LOW VELOCITY VIBRATORS. EACH LIFT MUST BE CONSOLIDATED AND RECONSOLIDATED AS INDICATED BELOW PRIOR TO PLACING THE NEXT LIFT. TERMINATE TOP OF GROUT POUR 1/2" BELOW TOP OF MASONRY UNITS TO PROVIDE SHEAR KEY FOR CONTINUED GROUTING. 16. ALL GROUT PLACEMENT SHALL BE CONSOLIDATED IN PLACE TO INSURE SOLIDLY GROUTED ELEMENTS HAVING NO POCKETS, VOIDS, HONEYCOMB, ETC., BY USE OF A LCIW VELOCITY MECHANICAL VIBRATOR HAVING A 3/4" HEAD. GROUT SHALL BE RECONSOLIDATED WITHIN 15 TO 30 MINUTES OF INITIAL POUR AND CONSOLIDATION TO ADJUST FOR WATER ABSORPTION INTO CM U'S. 11. WH ERE GROUT PLAC EMEN I IS IN] ERRUPIED `-OR ONE HOUR OR MORE, THE LAST POUR MUST BE TERMINATED 1 1/2 INCHES BELOW THE TOP OF THE BLOCK TO PROVIDE A SHEAR KEY FOR CONTINUED GROUTING 18. THE CONTRACTOR HAS THE FULL RESPONSIBILITY OF PROVIDING ANY AND ALL NECESSARY BRACING OF WALLS DURING CONSTRUCTION TO MAINTAIN STABILITY AND STRUCTURAL INTEGRITY. RETAINING WALLS, IF ANY, SHALL BE BRACED PRIOR TO AND DURING ALL BACKFILLING AND COMPACTING OPERATIONS. 19. PROVIDE HORIZON IAL AND VERITCAL REINFORCING PER CON I RAO 1 DOCUMENTSAND SOLID GROUT FILLED CELLS AT ALL VERTICAL REINFORCING. NOTE: HORIZONTAL AND VERTICAL REINFORCING (REBAR) TO BE EMBEDDED IN GROUT SHALL BE PLACED AND HELD IN PROPER POSITION DURING GROUTING (BY MECHANICAL MEANS IF NECESSARY) SO AS TO ALLOW FOR A MINIMUM THICKNESS OF GROUT (CLEAR DISTANCE BETWEEN THE REINFORCING AND THE INSIDE FACE OF THE MASONRY UNIT) OF NOT LESS THAN 1/4 INCH FOR FINE GROUT AND NOT LESS THAN 112 INCH FOR COURSE GROUT. NOTE: VERTICAL CELLS SHALL BE GROUTED TO WITHIN% INCH OF THE BOTTOM OF BEAMS PRIOR TO THE PLACEMENT OF LONGITUDINAL BEAM REINFORCING. CELLS SHALL NOT BE GROUTED AS BEAM IS BEING POURED OR GROUTED! 20. PROVIDE REINFORCING BAR LAP SPLICE LENGTHS AS SHOWN ON DRAWING SDII, IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE NOTE: IN BEAMS, TIE BEAMS, ETC, PLACE LAPPING BARS IN VERTICAL ALIGNMENT, ONE ABOVE THE OTHER, IN ORDER TO AVOID REINFORCING CONGESTION, PROVIDE ADEQUATE SPACE FOR PASSAGE OF VERTICAL REINFORCING, PROVIDE FOR PROPER GROUT FLOW & CONSOLIDATION, TO PROVIDE FOR PROPER GROUT COVER AROUND RFINFORC ,ING AND PROVIDE FOR PROPFR DEVELOPMENT OF REINFORCING. 21. VERTICAL REINFORCING INDICATED ON THE DRAWINGS SHALL BE DOWELED OUT OF THE FOUNDATION (OR ELEMENT WHERE REINFORCING ORIGINATES (BEAM, SLAB, TIE BEAM, WALL, ETC.) UTILIZING A STANDARD ACI 90 DEG. HOOK (EMBEDDED TO DEVELOP THE FULL ULTIMATE TENSILE STRENGTH OF THE BAR.) U.N.C. 22. VERTICAL WALL REINFORCING INDICATED ON THE DRAWINGS, WHEREVER POSSIBLE, SHALL FXTFND FROM FOUNDATION (OR PFR NOTE NO. 23 ABOVE) 70 TIE BEAM AT THE TOP OF THE WALL. PROVIDE A STANDARD ACI 90 DEG. HOOK OUT OF THE FOUNDATION AND INTO THE TIEBEAM. LAP SPLICE LENGTHS SHALL BE AS INDICATED BY NOTE NO. 22, ABOVE. WHENA VERTICAL DOWEL DOES NOT ALIGN WITH A CELL IN THE WALL ABOVE, IT SHALL NOT BE BENT MORE THAN I 0 DEGREES FROM THE VERTICAL (REMOVE CELL DIVIDER WEB WHEN REQ'D.). FURTHER, THE DOWEL SHALL NOT BE BENT MORE THAN ONCE AND SHALL NOT BE BENT INTO A CURVED SHAPE. DOWELS MUST BE GROUTED INTO CELLS IN VERTICAL ALIGNMENT. NOTE: WHEN LAYING OUT FOUNDATION DOWELS FOR "UNIFORMLY'SPACED WALL REINFORCING, FIRST LOCATE DOWELS SPECIFIED AT WINDOW, DOOR &OTHER MASONRY OPENINGS, ENDS OF WALLS, COLUMNS, PILASTERS, TIE COLUMNS, ETC., THEN LOCATE THE DOWELS IN BETWEEN AT THE SPECIFIED MAXIMUM SPACING. 23. UNLESS SPECIFICALLY DETAILED TO BE MORE HEAVILY REINFORCED, PROVIDE THE FOLLOWING MINIMUM VERTICAL REINFORCING IN ALL MASONRY WALLS: 8 < a: z D w Z, F11 z 6 2:g �_ Ill . 00 6 � 12 r. 6 < (!r co 9 I � I I I I V 6 2 m 19 Lu �. 1 C4 II.; Il-- �: rj) 2 . I i; TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE CURRENT MINIMUM BUILDING CODES. v 9 EE IR I F. "'llopeRm"I,.K. Rempoppla- 9�r �- - - E. , - - - - - - - - j; - W i kd k i lWit,t . r-. i JOV C 2013 P.E. #20683 CODE REQUIREMENTS FOR MASONRY STRUCTURES" AND ACI 530.1-08/ASCE 6_081TMS 602 A. ADJACENT TO ALL MASONRY WALL OPENINGS: 1 NO. 6 VERT. -08, "SPECIFICATIONS FOR MASONRY STRUCTURES". B. EXTERIOR 8 INCH WALLS: I NO� 5 VERT. AT 2'-O" O.0 C. INTERIOR 8 INCH WALLS: 1 NO. 5 VER 1. A 1 4'-O" O.C. WEBER AND TINNEN, P.A. 2. ALL HOLLOW LOAD BEARING CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM. C-90, NORMAL WEIGHT, TYPE 11, (PROVIDE TYPE I (MOISTURE CONTROLLED UNITS) WHENEVER 24. VERTICAL REBAR SHALL BE HELD IN PROPER POSITION AT TOP AND BOTTOM AND AT NOT THEY ARE AVAILABLE): MORE THAN 8'-O" O.C. IN BETWEEN VIA PREFABRICATED GALVANIZED WIRE REBAR POSITIONERS. THE MINIMUM CLEARANCE FROM FACE OF MASONRY SHALL BE 112 ". THE STANCARD STRENGTH CMU'S, MINIMUM SPACING BETWEEN ADJACENT BARS SHALL BE ONE BAR DIAMETER OR 1". HAVING A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 1900 PSI (ON THE NET AREA WHICHEVER IS GREATER, OF THE CMU) IN ACCORDANCE WITH ASTM C-1 40 AND fm = 1500 PSI BYTHE UNIT STRENGTH METHOD 25. WHEREVERTICAL MASONRYWALL REINFORCING IS CONTINUOUS THROUGH ACONCRETE . SLAB, PROVIDE A 3 INCH DIAMETER FORMED HOLE IN THE SLAB TO ALLOW FOR PASSAGE PRIOR TO DELIVERY OF ANY MASONRY UNITS TO THE JOB SITE, THE CMU SUPPLIER SHALL OF GROUT. PROVIDE VERIFICATION OF MASONRY UNIT STRENGI H, ON BOTH THE NET AND THE GROSS CROSS SECTIONAL AREA OF THE CMU'S PER ASTM C-1 40 (FOR EACH SIZE AND TYPE OF 26. PROVIDE CORNER BARS AT ENDS AND CORNERS OF ALL WALLS, FOOTINGS, BEAMS, ETC. UNIT TO BE USED ON THE PROJECT). SUCH VERIFICATION SHALL INCLUDE TEST REPORTS BAR SIZE AND COUNT SHALL MATCH THE LONGITUDINAL REINFORCING IN THE MORE FROM AN ACCREDITED TESTING LABORATORY STATING THE RESULTS OF THE TESTING HEAVILY REINFORCED CONNECTING MEMBER. (U.N.O.). PROGRAM AND AFFIDAVITS FROM THE SUPPLIER CERTIFYING THAT ALL UNITS CONFORM TO THE RESPECTIVE ASTM REQUIREMENTS. NOTE: AT CORNERS OF BEAMS, TIE BEAMS, ETC., PLACE AND TIE CORNER BARS IN VERTICAL ALIGNMENT, EITHER ABOVE OR BELOW CONTINUOUS LONGITUDINAL 3. MORTAR SHALL BE TYPE S (1800 PSI PROPERTY SPECIFICATION) AND SHALL CONFORM TO REINFORCING, TO AVOID REINFORCING CONGESTION, ALLOW FOR ADEQUATE ASTM. SPEC. C-270. CEMENTIOUS MATERIAL SHALL BE PORTLAND CEMENT COMBINED WITH SPACE FOR PASSAGE AND CONSOLIDATION OF GROUT, TO ALLOW SPACE FOR CITY OF ZEPHYRHILLS HYDRATED LIME AGGREGATE SHALL BE NATURAL OR MANUFACTURED SAND PER ASTM PASSAGE OF VERTICAL REINFORCING, PROVIDE FOR PROPER GROUT COVER RENOVATION C- 1 44. AROUND THE REINFORCING, AND TO PROVIDE FOR ADEQUATE DEVELOPMENT OF THE REINFORCING, OF 4. PROVIDE READYMIX GROUT FOR USE IN FILLING OF CELLS AND MASONRY BEAMS HAVING A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI (PROPERTY SPECIFICATION) AND 27. DOWEL INTERSECTING WALLS, BEAMS, ETC. WITH DOWELS OF THE SAME SIZE, COUNT AND FIRE RESCUE MEETING THE REQUIREMENTS OF ASTM C-476. MAXIMUM AGGREGATE SIZE SHALL BE 3/8" SPACING ASTHE HORIZONTAL REINFORCING IN THE MORE HEAVILY REINFORCED FOR COARSE GROUT. SLUMP SHALL BE 8" MIN. AND 1 1" MAX. CONNECTING MEMBER (U.N.0). STATION NO. 2 NOTE. ADDING OFWATER TO MIX IN THE FIELD: THE READYMIX DRIVER SHALL HAVE IN HIS POSSESSION AT THE TIME OF 28. PROVIDE KNOCK OUT BLOCK SILL BEAM BELOW WINDOWS (WITH 2 NO. 5 BARS DELIVERY, WRITTEN INSTRUCTIONS FROM THE READYMIX SUPPLIER DETAILING CONTINUOUS SOLIDLY GROUTED IN PLACE) WHERE SILL BEAM IS NOT OTHERWISE THE MAXIMUM AMOUNT OF WATER WHICH CAN BE ADDED TO THE MIX BY SPECIFICALLY DETAILED ON THE DRAWINGS. THE DRIVER IN THE FIELD (GALLONS PER YARD). OTHERWISE, NOWATER SHALL BE ADDED TOTHE MIX AFTER LEAVING THE BATCH PLANT. 29. THE MINIMUM BEARING OF THE LINTELS ON ADJACENT MASONRY SHALL BE 8". DOCUMENTS 5. ALL REBAR SHALL BE GRADE 60 KSI - DEFORMED BAR CONFORMING TOASTM SPEC. A-616 30� WHERE VERTICAL REINFORCING OCCURSAT LINTEL BEARING POINT, PROVIDE (Si), CAST IN BLOCKOUT IN BOTTOM OF LINTEL TO ALLOW FOR PASSAGE OF CONTINUOUS REINFORCING AND GROUT. 6. PROVIDE HORIZONTAL TRUSS TYPE MASONRYWALL JOINT REINF. (DUROWALL OR EQUAL) @ 16' OiC IN ALL MASONRY WALLS INTERIOR AND EXTERIOR. LONGITUDINAL AND CROSS NOTE: HORIZONTAL REINFORCING IN SILLSAND LINTELS SHALL (UNLESS WIRES OF JOINT REINFORCING SHALL BE 9 GAGE WIRE MIN., (ASTM A 82). PROVIDEHOTDIP SPECIFICALLY DETAILED TO EXTEND FURTHER) RUN CONTINUOUS TO AT LEAST GALVANIZED FINISH ON ALL JOINT REINFORCING, (ASTM A 153 CLASS B2 (1.5 OZ. PER SQL 8 INCHES (BEYOND FACE OF JAMB OF MO.) INTO GROUTED AND VERTICALLY m m FT)), PROVIDE PREFABRICATED CORNERSANC/OR TEES AT ALL INTERSECTING MASONRY REINFORCED CELLS BEYOND. 12-07-2012 WALLS. JOINT REINF. SHALL BE CONTINUOUS. SPLICE LAP LENGTHS SHALL BE A MINIMUM 0 0 OF 6" AND SHALL CONTAIN AT LEAST ONE CROSS WIRE FROM EACH PIECE OF LAPPED 31. MINIMUM BEARING OF MASONRY AND CONCRFTF REAMS ON SUPPORT SHALL BE 8' (U N 0) CB+A #1 202 REINFORCING. HOWEVER, WHERE MASONRY BEAMS BEAR ON MASONRY OR CONCRETE COLUMNS, 0 0 EXTEND THE BEAM (AND CONTINUOUS LONGITUDINAL BEAM REINFORCING) OVER THE FULL 7. SECURE MASONRY TO ADJACENT CONCRETE WITH 14 GAGE (MINIMUM) GALVANIZED LENGTH OF THE CONCRETE OR MASONRY SUPPORTING SECTION. WHERE MASONRY OR DOVETAIL -YPE CORRUGATED MASONRYWALL ANCHORS PLACED AT 16" O.C. MAXIMUM CONCRETE BEAMS BEAR ON MASONRY WALLS, EXTEND THE BEAM BEYOND THE FACE OF SPACING (U.N.O.). PROVIDE HOT DIP GALVANIZED FINISH ON ALL DOVETAIL ANCHORS, THE SUPPORT OVERALL SOLID GROUTED AND REINFORCED CELLS. LENGTH OF BEARING (ASTM A 153 CLASS B2 (1.5 OZ. PER SQ. FT.)). OF BEAM SHALL NOT BE LESS THAN THE DEPTH OF THE BEAM. :�w :. S. SECURE MASONRY TO ADJACENT STRUCTURAL STEEL WITH WELD ON ADJUSTABLE 32. UNLESS OTHERWISE NOTED, DETAILED OR SCHEDULED, ALL MASONRY COLUMNS, TIE : .1 ... - .... I ......... . ... 1 ... I I . �.. ip ANCHOR RODS W1 116 DIAMETER TRIANGULAR TIES AT 16 INCHES O.C. MAXIMUM SPACING COLUMNS, AND PILASTERS SHALL HAVE NO, 2 CLOSED LATERAL TI ES PLACED IN MORTAR .. ��i � I (U.N.O.). PROVIDE HOT DIP GALVANIZED FINISH ON ALL ANCHOR HARDWARE (ASTM A -153 JOINTS AT 8" O.C. WHERE INTERIOR LONGITUDINAL BARS ARE SPACED MORE THAN 6 CLASS B2 (1 �5 CZ PER SO. FT.)) INCHES FROM A CORNER LONGITUDINAL BAR HAVING LATERAL SUPPORT PROVIDED BY THE CORNER OF A LATERAL TIE, PROVIDE DOUBLE HOOK CROSS TIE IN ADDITION TO LATERAL 9. PROVIDEVVIRES, TIES, SHEET METAL TIES, STRAPS AND ANCHORS HAVING HOT DIP TIE. GALVANIZE C FINISH (AST M A 153 CLASS 62 (1.5 OZ. PER SQ. FT.)), FOR ALL ANCHORAGE DEVICES NOT COMPLETELY EMBEDDED IN MORTAR OR GROUT. WHERE COMPLETELY 33. WHERE ANCHOR BOLTS ARE SET IN MASONRY WALLS, FILL BLOCK CELLS WITH GROUT AT EMBEDDED IN MORTAR OR GROUT, GALVANIZED FINISH SHALL BE ASTIM A 641, CLASS 3 COURSES WHERE BOLTS ARE TO BE PLACED AND AT LEAST TWO COURSES BELOW BELFSKY (.8 OZ- PER SQ FT)- LOWESTBOLT(S). ADDITIONALLY, WHERE EXPANSION ANCHORS ARE TO BE USED, PROVIDE SOLID GROUT AT LEAST 6" AROUND BOLT IN ALL DIRECTIONS AND LIMIT SPACING + 10. THE CONTRACTOR SHALL RETAIN AN INDEPENDENT QUALIFIED ACCREDITED TESTING BETWEEN BOLTS TO 6" O.C. ARROYO LABORATORY TO PERFORM THE FOLLOWING TESTING SERVICES: ARCHITECTS A. GROUT STRENGTH TEST PER ASTM. C-1019 (TEST 5 CUBES PER DAY) R MORTAR STRENGTH TEST PER ASTM. C-780 (TEST 3 CUBES PER DAY) PLAIN & REINFORCED MASONRY NOTES CONTINUE NEXT SHEET. 800 SECOND AVENUE SOUTH C, CONCRETE MASONRY UNITS (FOR EACH TYPE& STRENGTH) (TEST 20 UNITS PER 50,00 ST. PETERSBURG, FL 33701 UNITS PLACED) (727) 823-0675 COPIES OF TEST RESULTS SHALL BE IMMEDIATELY FORWARDED TOTHE ARCHITECT, STRUCTURAL ENGINEER AND GENERAL CONTRACTOR. 0 0 11. SEE SECTION 2104 IN 2010 EDITION OF THE FLORIDA BUILDING CODE FOR CONSTRUCTION REQUIREMEN-S NOTES & SPECIFICATIONS SN-1 (\r-') THESE DRAWIN030 & THEIR CONTENTS ARE THE SOLE PROPERTY 1�/ OF WEBER & TINNEN, P.A. STRUCTURAL ENOINEER0. SCALE: AS NOTED S R ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. 0 0 LIGHT GAGE COLD FORMED STEEL ROOF TRUSS SHOP DRAWING NOTES: "SPECIALTY" DELEGATED STRUCTURAL ENGINEER NOM PLAIN & REINFORCED MASONRY NOTES CONTINUE THIS SHEET. 34. GENERALLY, REINFORCING SHALL NOT BE CUT TO ACCOMMODATE THE INSTALLATION OF EMBEDS, ANCHORS, SLEEVES ANDfOR OTI IER ITEMS. WHERE SUCI I IS UNAVOIDABLE, NOTIFY THE STRUCTURAL ENGINEER OF THE INTENTION TO DO SO, AND PROVIDE ONE ADDITIONAL BAR EACH SIDE OF THE BAR WHICH WAS CUT, SIZE OF ADD BARS SHALL MATCH SIZE OF ORIGINAL BAR AND LENGTH SHALL BE ADEQUATE TO AT LEAST PROVIDE FOR A 48 X BAR DIAMETER LAP (OR EMBEDMENT) EACH SIDE OF THE BAR WHICH WAS CUT. 35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION OF ALL NECESSARY FORMWORK, SHORING AND RESHORING. THE DESIGN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF INTENDED CONSTRUCTION OF THE PROJECT AND ERECTION DRAWING SHALL BEAR HIS SEAL, SIGNATURE AND THE DATE. ERECTION DRAWINGS SHALL BE SUBMI I I ED TO THE RESPONSIBLE BUILDING AUTHORITY. 36. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE FOR PROPER STORAGE OF MASONRY MATERIALS ON THE CONSTRUCTION SITE AND TO ASSURE THAT THE MATERIALS AND CMU's REMAIN CLEAN AND DRY AT ALL TI MES PRIOR TO PLACEMENT. 37. WHILE MASONRY WALLS ARE BEING CONSTRUCTED, 17 IS THE RESPONSIBIL17Y OF THE MASON TO BE SURE THAT THE WALLS ARE COVERED AT ALL TIMES (WHEN NOT BEING WORKEDON). THE COVERING CAN BE PLASI IC, CANVAS OR 01 HER SUITABLE WATERPROOF MATERIAL THAT NOT ONLY COVERS THE TOP OF THE WALL, BUT ALSO PROJECI[S DOWN AT LEAST TWO FEET ON EACH SIDE OF THE WALL. THIS IS 10 ENSURE THAT WATER DOES NOT ENTER THE OPEN CELLS AND THAT THE WALLS DO NOT BECOME SATURATED. PARTIALLY COMPLETED MASONRY WALLS THAT ARE EXPOSED TO RAIN MAY BECOME SO SATURATED WITH WATER THAT THEY TAKE MONTHS TO DRY OUT. THIS CAN ALSO CAUSE EFFLORESCENCE. IN ADDITION, SATURATION OF MASONRY WALLS WILL INCREASE THE AMOUNT OF SHRINKAGE CRACKING IN THE WALLS AND THE CONTRACTOR AND MASON WILL BE RESPONSIBLE TO REMEDIATE THE CRACKING SITUATION. STRUCTURAL STEEL -GENERAL NOTES: 1. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE THIRTEENTH ED17ION OF THE A.I.S.C. STEEL CONSTRUCTION MANUAL WITH THE "SPECIFICATION FOR THE DESIGN OF STEEL BUILDINGS" AND "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". 2. A. ALL ROLLED WIDE FLANGE STEEL SHAPES SHALL CONFORM TO ASTM SPECIFICATION A-992 (Fy=50KSI) UNI FSS NOTED OTHERWISE B. ALL OTHER STRUCTURAL STEEL S1 TAPES &PLATE SHALL CONFORM TO ASTM SPECIFICATION A-36 (Fy--36KSI MIN.) UNLESS NOTED OTHERWISE. 3. ALL ROUND HISS STEEL PIPE COLUMNS SHALL CONFORM TO ASTM SPECIFICATION A-501 (Fy=36KSI) OR ASTM A-53, TYPES E OR S, GRADE B (Fy=35KSI). 4. ALL FISS (T.S.) STEEL TUBE SECTIONS SHALL CONFORM TO ASTM SPECIFICATION A-50 GRADE B (Fy=46 KSI). NOTE: ALL FASTENERS AND MATERIALS USED FOR WELDI NG OR OTHER CONNECTIONS CF STRUCTURAL STEEL FRAMING MEMBERS AND COMPONENTS SHALL BEOF DOMESTIC MANUFACTURE. LIKEWISE, ALL MATERIALS USED IN THE MANUFACTURING PROCESS OF CONNECTION COMPONENTS SHALL BE FROM A DOMESTIC SOURCE. 5. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM SPECIFICATION A-36 (Fy=36 KS1), (Fu=58 KSI), (U.N.O.). 6. ALL STRUCTURAL CONNECTION BOLTS SHALL BE CONFORM TO ASTM SPECIFICATION A-325 (Fu=120 KSI), (U.N.O.). 7. "HSA" HEADED 51 LID ANCHORS SHALL BE MADE FROM COLD FORMED BAR SIOUK CONFORMING TO ASTM A108, GRADES 1C10 THRU 1020 INCLUSIVE AS MANUFACTURED BY NELSON STLin 8. PAINT (IN FAB SHOP) ALL STRUCTURAL STEEL EXCEPT FOR SURFACES TO BE EMBEDDED IN CONCRETE, FIELD WELDED, OR COVERED WITH SPRAY ON FIRE PROOFING, APPLY PAINT IN ACCORDANCE WITH SSPCPA1, SHOP FI ELD AND MAINTENANCE PAINTING, APPLY PAINT IN SUFFICIENT COLUMN OR COATS TO PROVIDE A MINIMUM DRY FILM THICKNESS OF AT LEAST 3MILSBUTNOTMORETHAN4MILS. PREPARE STEEL SURFACE IN ACCORDANCE WITH SSPC SP3 POWER TOOL CLEAN] NG. ANY METHOD IN CONFORMANCE WITH SSPC SPECIFICATION OF HIGI IER QUALITY THAN LISTED WILL BE ACCEPTABLE. AT THE ON WHEEL ABRATOR MAY BE USED FOR PREPARATION OF STEEL SURFACES, PROVIDING RESULTANT SURFACE IS EQUAL IN ALL RESPECTS TO THOSE REQUIRED. FIELD TOUCH-UP OF PAINT IS REQUIRED PRIMING AND PAINTING OF ALL FIELD WELDS IS REQUIRED AFTER COMPLETION OF INSPECTIONS. 9. ALL STRUCTURAL STEEL HAVING EXTERIOR EXPOSURE SHALL BE HOT DIP GALVANIZED UNLESS OTHERWISE INDICATED. 10, ALL BOLT ED CONNEU f IONS SHALL BE A-32b IYPE N. (U.N.U.). TIGHTENING OF BOLTS I 0 BE BY AISC'7URN OF THE NUT" METHOD OR APPROVED DI RECT TENSION INDICATOR. (AISC "SNUG TIGHT"TIGHTENING IS PERMISSIBLE). BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATICIN FOR STRUCTURAL JOINTS USING ASTM A-325 OR A-490 BOLTS" AS APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. 11. PROVIDE WASHERS TO MATCH BOLT STRENGTH FOR ALL STRUCTURAL BOLTS (ON THE SIDE OF THE TURNED ELEMENT). PROVIDE WASHERS BOTH NUT AND HEAD SIDE OF BOLTS FOR SLOTTED AND LONG SLOTTED HOLES. 12. WELDING SHALL CON70RM TO THE LATEST EDITION OF THE CODE OF THE AMERICAN WELDING SOCIFTY, AWS D1 1 13. ALLWELDING SHALL BE DONE BY CERTIFIED WELDERS WHO HAVE QUALIFIED BY TEST AS PER AWS "STANDARD QUALIFICATION PROCEDURE" AND SHALL HAVE CERTIFICATES AVAILABLE ON THE JOB SITE FOR INSPECTION. 14. ALL WELDING SHALL BE DONE UTILIZING E-70 ELECTRODES AND SHALL BE DONE IN ACCORDANCE WITH AWS D1. 1, LATEST EDITION, "CODE FOR WELDING IN BUILDING CONSTRUCTION". MINIMUM WELD SIZE SHALL BE PER AISC 1.17.2. UNLESS OTHERWISE NOTED, ALL WELDS SHALL BE CONTINUOUS. 15. ALL WELDS SHALL BE INSPECTED AND CERTIFIED BY AN "AWS - (CWI) CERTIFIED WELDING INSPECTOR", HOLDING CURRENT CERTIFICATION IN ACCORDANCE WITH THE AWS QCI PROGRAM WHO SHALL BE RETAINED BY THE CONTRACTOR. THE TESTING LABORATORY SHALL PROVIDE EVIDENCE OF CURRENT CERTIFICATION OF THE WELDING INSPECTOR PRIOR TO FIRST SITE VISIT. INSPEC71ON 13Y NON CERTIFIED INSPECTORS WILL NOT BE ACCEPTABLE! A. INSPECTION SHALL BE IN ACCORDANCE WITH AWS STRUCTURAL WELDING CODE. B. VISUALLY INSPECT ALL FIELD -WELDED CONNECTIONS. VISUAL INSPECTION OF WELDED JOINTS INCLUDES PERIODIC EXAMINA71ON OF FITUP. C. ULTRASONICALLY INSPECT 100% OF THE COMPLETE PENETRATION WELDS. D. REVIEW APPROVED WELDING PROCEDURES. VERIFY THAT WELDING PROCEDURES ARE BEING ADHERED TO DURING FIELD WELDING- E. VERIFYWELDER QUALIFICATIONS- 16. SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR HIS REVIEW. SHOP DRAWINGS SHALL INCLUDE ALL STRUCTURAL STEEL MEMBERS, SIZES, LAYOUT, CONNECTIONS, WELDS, TYPE OF STEEL, BOLTS, ETC., REQUIRED TO FABRICATE AND ERECT THE STEEL FRAMING. SHOP DRAWINGS SUBMITTAL SHALL FOLLOW INSTRUCTIONS GIVEN IN THE SHOP DRAWING NOTES. 17. PRIOR TO FABRICATION, VERIFY EXACT SIZE AND LOCATION OF ALL ROOF OPENINGS WITT I ARCHITECT, MECHANICAL ENGINEER AND MECHANICAL CONTRACTOR. 18. PRIOR TO FABRICATION, GENERAL CONTRACTOR ANDIOR STEEL FABRICATOR SHALL FIELD VERIFY EXACT REQUIRED LENGTH(S) OF STRUCTURAL STEEL AND/OR BAR JOIST MEMBERS WHICH FRAME INTO AND/OR ARE SUPPORTED BY CONCRETE AND/OR MASONRY ELEMENTS. 19. NO SPLICES SHALL BE PERMIT -FED IN ANY STRUCTURAL STEEL MEMBERS UNLESS SHOWN ON SHOP DRAWINGS AND APPROVED BY THE STRUCTURAL ENGINEER. 20 UNLESS OTHERWISE NOTED OR DETAILED, PROVIDE CORRUGATED MASONRY WALL ANCHORS (MIN. OF 14 GAGE) AT 16" O/C WELDED TO STEEL TO CONNECT MASONRY WALLS TO ADJACENT STRUCTURAL STEEL FRAMING. 21. COLUMN BASE PLATE GROUT SHALL BE:NONMETALLIC SHRINKAGE RESISTANT GROUT, PREMIXED, NON CORROSIVE, NON STAINING PRODUCT CONTAINING SELECTED SILICA SANDS, PORTLAND CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND WATER REDUCING AGENTS, COMPLYING WITH CRD-C621, CORPS OF ENGINEERS. 22 STEEL ERECTION NOTES: A BEFORE ERECTION, THE CONTRACTOR IS TO REN40VE A[ L FOREIGN MATTER, WHICH ACCUMULATED ON THE STEEL DURING HANDLING AND STORAGE. B. DRIFTING TO ENLARGE UNFAIR HOLES WILL NOT BE PERMITTED. DRILL SUCH HOLES TO ACCOMMODATE THE NEXT LARGER SIZE FASTENER, WHERE POSSIBLE. C. AFTER ERECTION, CLEAN FIELD WELDS, BOLTED CONNECTIONS, AND ABRADED AREAS WHERE SHOP PAINT HAS BEEN DAMAGED. PRIME& PAINT AREAS USING PAINT TO MATCH SHOP PAINT. D. ERECTALL MEMBERS IN THEIR FINAL LOCATION SUCH THAT LEVEL, PLUMBNESS AND ALIGNMENT ARE WITHIN THE TOLERANCES PRESCRIBED BYAISC CODE. F DOURI F ANGLE CONNECTIONS ROLTED THROUGH COT UMN WEBS OR AT BEAMSTHAT FRAME OVER THE COLUMN CAP PLATES MUST HAVE AT LEAST ONE INSTALLED BOLT REMAIN IN PLACE TO SUPPORT THE FIRST BEAM WHILE THE SECOND BEAM IS BEING ERECTED, ALTERNATIVELY, THE FABRICATOR MUST SUPPLY A SEAT OR EQUIVALENT DEVICE WITH A MEANS OF POSITIVE ATTACHMENT TO SUPPORT THE FIRST BEAM WHILE THE SECOND BEAM IS BEING ERECTED. OPEN WES STEEL JOISTS AND JOIST GIRDERS NOTES: 1. BRIDGING MEMBER SIZE AND LOCATION SHALL BE PER PLAN AND SPECIFICATIONS. THE BRIDGING SHOWN ON THE FRAMING PLANS IS THAT MINIMUM BRIDGING WHICH IS REQUIRED. NOTE� BRIDGING IS PROVIDED AS A CHORD BRACING ELEMENT IN THE DESIGN AND ERECTION OF I HE BAR JOISTS. EIRIDGING MEMBERS ARE DESIGNED AND INTENDED TO FUNCTION AS AXIALLY LOADED MEMBERS. USE Or- BRIDGING FOR SUPPORT OF SUSPENDED ITEMS INTRODUCES BENDING MOMENTS INTO THE BRIDGING, FOR WHICH IT IS NOT DESIGNED. THE G.C. SHALL INFORM ALL SUBCONTRACTORS TO PROVIDE THEIR OWN SUPPORT HEADFRS FOR HANGING THEIR EQUIPMFNTAND TO NOT USE BRIDGING FOR HANGER SUPPORT. 2. PROVIDE ONE ROW UPLIFT BRIDGING ATTHE FIRST PANEL POINT FROM EACH SUPPORT. 3. WELDING OF JOIST SEATS TO NEW STEEL SUPPORTING CHANNEL TOP FLANGE: A) 118" FILLETWELD X 1 1/2" LONG (MIN) EA. SIDE OF SEAT. NOTE: BAR JOIST- SUPPORT WELDING & BRIDGING SHALL BE INSPECTED BY AN AWS CERTIFIED WELDING INSPECTOR RETAINED BY THE CONTRACTOR. THE "CW11, SHALL HAVE BEEN CERTIFIED BY THE AWS QCI PROGRAM. THE "CWI" SHALL INSPECT AND PREPARE AND ISSUE REPORTS WHICH INDICATE COMPLIANCE (OR LACKTHEREOF) OF THE WELDING AND BRIDGING WITH RESPECT TO THAT SPECIFIED ON THE DESIGN DOCUMENTS AND SHOP DRAWINGS AND INDICATE ANY AREAS WHERE CORRECTIVE WORK WILL BE REQUIRED. SUCH REPORTS SHALL BE DISTRIBUTED TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER AND GENERAL CONTRACTOR. METAL ROOF DECK FASTENING REQUIREMENTS: 1. SEE PLANS FOR METAL ROOF DECKTYPE(S). DECK SHALL BE MANUFACTURERS STANDARD GAGE OR GALVANIZED SHEET GAGE AND SHALL CONFORM TO THE STEEL DECK INSTITUTE SPECIFICATIONS. 2. WELDING SHALL CONFORM TO LATEST A_W.S SPECIFICATIONS. ALL SHOP AND FIELD WELDS SHALL BE PERFORMED BY QUALIFIED WELDERS HOLDING VALID WELDING CERTIFICATES. CERTIFICATES SHALL BE AVAILABLE FOR INSPECTION AT JOB $11 E WHILE WELDER IS ON THE JOB. 3. DECK SHALL BE FASTENED AS FOLLOWS A. ONE WELD SHALL BE PLACED AT THE CORNER OF EACH SHEET AND AT OVERLAPPING CORNERS OF SHEETS. B. EACH SHEET OF METAL ROOF DECK SHALL BE WELDED AT ITS ENDS TO EACH SUPPORTING BEAM OR JOIST AT NOT MORE THAN 6" 0 C (36/7 WELD PATTERN). C. WELD SPACING AT INTERMEDIATE BEAM OR JOIST (BETWEEN ENDS OF DECK SHEETS) SHALL NOT EXCEED 6" O.C. (36f7 WELD PATTERN). D, WELD SPACING AT PERIMETER OF DIAPHRAGM (EDGE OF DECK) B07H PARALLEL AND PERPENDICULAR TO DECK RIBS SHALL NOT EXCEED 6" O.0 (36f7 WELD PATTERN), E. WELD SPACING AT SHEARWALLS AND OTHER SUCH BRACING ELEMENTS (WALLS WHICH EXTEND TO THE ROOF AND SHOW ON THE ROOF PLAN) SHALL NOT EXCEED 6" O.C. (36f7 WELD PA I -TERN). F. ROOF DECK SIDE LAPS SHALL BE FASTEN ED TOGETHER WITH EITHER 1-1/21, SEAM WELDS AT 12" O.0 OR NO, 12 HEX HEAD SELF DRILLING SF1 F TAPPING SCREWS SPACIFD AT 12"O.C. 4. WELDS SHALL BE 5/8" DIAMETER FUSION PUDDLE WELDS UTILIZING WELDING WASHERS FOR DECK MATERIAL LIGHTER THAN 22 GAGE. 5. END LAPS (ALL MATERIAL) SHALL BE NOT LESS THAN 2", SHALL OCCUR OVER JOIST OR BEAM AND SHALL BE WELDED THROUGH TOP SHEET. 6. ALL ROOF DECK FASTENINGS (PUDDLE WELDS, SIDE LAP SCREWS, ETC.) SHALL BE INSPECTED AND CERTIFIED BY AN "AWS" (CWI) CERTIFIED WELDING INSPECTOR HOLDING CURRENT CERTIFICATION IN ACCORDANCE VV17H THE AWS QCI PROGRAM, WHO SHALL BE RETAINED BY THE CONTRACTOR. THE C.W.I. SHALL PREPARE AND DISTRIBUTE WRITTEN DOCUMENTATION OF ACCEPTABILITY (OR LACK THEREOF) OF FASTENINGS WITH RFSPECTTO THE CONTRACT DOCUMENT REQUIREMENTS. COPIFSOFTHECWI'S REPORTS SHALL BE SENT TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER AND GENERAL CONTRACTOR. 7. DECK SHEET WIDTHS ARE ASSUMED TO BE 36 INCHES FOR I 'A INCH DEEP DECK. PROVIDE DECKWITH G-60 (MIN.) GALVANIZED FINISH). 8. DECK SHALL BE CONTINUOUS ACROSSTHREE SPANS, EXCEPTWHERE GEOMETRY OR STEEL LAYOUT DICTATES OTHERWISE. 9. EACH SHEET OF ROOF DECK SHALL BE SUPPORTED AT ALL EDGES. IFSTRUCTURAL SUPPORT IS NOT SPECIFICALLY INDICATED ON THE PLANS, PROVIDE (AS A MINIMUM) AN L 3 X 3 X 114" (SPANNING BETWEEN CLOSEST ADJACENT MEMBERS) AT ALL UNSUPPORTED EDGESOFDECK. (MINIMUM BEARING OF ROOF DECK ON SUPPORTS SHALL BE 2 INCHES). 10. PROVIDE "Z" MEMBER AT SIDES OF DECK (PARALLEL TO DECK SPAN) FOR CLOSURE AND DECK SUPPORT ABOVE SPANDREL MEMBER. MIN. WELD TO MATCH DECK FASTENING REQUIREMENTS. MIN. GAGE OF"Z" MEMBER SHALL BE 18 GAGE. 11, MATERIALS AND FASTENINGS SHALL CONFORM TO THE MORE STRINGENT REQUIREMENT OF THE FOLLOWING CRITERIA: A. THE CONTRACT DOCUMENTS B. THE DECK MANUFACTURER'S REQUIREMENTS C THE STEEL DECK INSTITUTE "DESIGN MANUAI FOR COMPOSITE DECKS, FORM DECKS AND ROOF DECKS". 12. SHOULD THE FABRICATOR CHOOSE TO SUBMIT AN ALTERNATE DECK MANUFACTURER'S PRODUCT FOR APPROVAL, LITERATURE SHALL BE SUBMITTED FROM THE PRO POSED SUBSTITUTE MANUFACTURER INDICATING SECTION PROPERTIES, RIB PROFILE, THICKNESS OF DECK MATERIAL (IN INCHES) AND LOAD TABLES. 13. ALL ROOF DECK AND SHEET METAL ACCESSORIES SHALL BE GALVANIZED (G-90 MIN.). NOTE: PROVIDE G-90 GALVANIZED FINISH WHERE DECK IS SUPPORTING POURED IN PLACE LIGHTWEIGHT INSULATING CONCRETE. LIGHT GAGE STEEL ROOF TRUSS FABRICATION, BRACING AND ERECTION NOTES: 1, ALL LIGHT GAGE TRUSSES SHALL BE PREFABRICATED IN THE SHOP AND SHIPPED TO THE JOBSITE. JOBSITE FABRICATION OF TRUSSES WILL NOT BE PERMITTED, SHOULDFIELD SPLICING OF TRUSSES BE REQUIRED, THE SPLICE HARDWARE AND FASTENERS SHALL BE SHOP FABRICATED AND SHIPPED TO THE SITE AND THE TRUSS MANUFACTURER SHALL SUPERVISE; THE ASSEMBLY OF THE JOBSITE SPLICES. 2, TRUSSES REQUIRF EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLATION ANDBRACING REFER TO HIB-91 "HANDLING, INSTALLATION AND BRACING", PUBLISHED BY THE TRUSS PLATE INSTITUTE, FOR GENERAL GUIDANCE IN SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ADDITIONALLY, REFER TO THE "DESIGN GUIDE FOR CONSTRUCTION BRACING OF COLD FORMED STEEL TRUSSES"TECHNICAL NOTE PUBLISHED BY THE LIGHT GAUGE STEEL ENGINEERS ASSOCIATION, FOR ADDITIONAL GUIDANCE IN THE DESIGN OF THE BRACING SYSTEM. 3. ALL BRACING SHOWN OR DESCRIBED SHALL BE, (AS A MINIMUM), A 15OF125-43 FURRING CHANNEL PURLIN MEMBER CONTINUOUS) HAVING A MINIMUM CONNECTION OF (2) NO. 12 SELF DRILLING SELFTAPPING SCREWS THROUGH EACH TRUSS WITH WHICH IT MAKES CONTACT. 4. ALL LATERAL BRACING, AS MAY BE REQUIRED BY DESIGN TO REDUCE BUCKLING LENGTH OF INDIVIDUAL TRUSS MEMBERS, SHALL BE A PART OF THE LIGHT GAUGE STEEL ROOF TRUSS DESIGN PACKAGE. ALL REQUIRED TRUSS MEMBER BRACING, INCLUDING' BRACING MEMBER SIZE, EXACT LOCATION, AND CONNECTION REQUIREMENTS, SHALL BE 6LEARLY INDICATED ON THE SHOP FABRICATION AND ERECTION DRAWINGS PREPARED BY THE �-ABRICATOR*S ENGINEERING DEPARTMENT. 5 ALL HOR17ONTAL BRACING SHAI. L BE STIFFENED AT EACH END OF THE BUT[ DING AND AT 20'-O" O.C. IN BETWEEN WITH DIAGONAL "CROSS"BRACING EXTENDED TO A DIAPHRAGM PARALLEL TO THE HORIZONTAL BRACING. 6. ALL TRUSS TOP CHORDS SHALL BE CONTINUOUSLY BRACED BY THE ROOF DECKING. 7. ROOF TRUSSES SHALL BE DESIGNED FOR ALL UPLIFT FORCES REQUIRED BY A. ASCE 7-10 B. BASE WIND VELOCITY V(uft) = 148 mph, V(asd) = I 15 mph C. EXPOSURE CATEGORY "B" D. BUILDING RISK CATEGORY � CATEGORY IV (FIRE STATION) E. INTERNAL PRESSURE COEFFICIENT = +/-.1 8 DUE CONSIDERATION SHALL BE GIVEN TO THE POSSIBILITY OF BECOMING COMPRESSION MEMBERS UNDER MAXIMUM DESIGN WIND VELOCITY CONDITIONS. ALL TRUSS BOTTOM CHORDS SHALL BE BRACED AT INTERVALS NOT EXCEEDING 4'-O" O.C., UNLESS CALCULATIONS PERFORMED BY THE TRUSS FABRICATORS STRUCTURAL ENGINEER INDICATE OTHERWISE. ALL REQUIRED BOTTOM CHORD MEMBER BRACING REQUIREMENTS SHALL BE CLEARLY INDICATED ON THE SHOP FABRICATION AND ERECTION DRAWINGS PREPARED UNDER THE RESPONSIBLE CHARGE OF THE FABRICATOR'S DELEGATED "SPECIALTY'STRUCTURAL ENGINEER. 8. SUCH TEMPORARY ERECTION BRACING, AS IS REQUIRED TO MAINTAIN LATERAL STABILITY & STRUCTURAL INTEGRITY OF THE ROOF TRUSS SYSTEM AND SITE SAFETY DURING ERECTION 15 THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND HIS LIGHT GAUGE COLD FORMED STEEL FRAMING DESIGN AND SHOP DRAWINGS: THE STRUCTURAL ANALYSIS, STRUCTURAL DESIGN, DETAILING AND CONNECTIONS OF ALL LIGHT GAUGE COLD FORMED STEEL FRAMING SHALL BE THE RESPONSIBILITY OF THE FABRICATOR/EREC70R. THE INFORMATION CONTAINED IN THE STRUCTURAL CONTRACT DOCUMENTS, WHICH COVERS STRUCTURAL LIGHT GAUGE COLD FORMED MEMBERS IS TO BE CONSIDERED AS A PERFORMANCE SPECIFICATION. 1- THE DESIGN SHALL BE PERFORMED BY A DELEGATED "SPECIALTY'STRUC I URAL ENGINEER HOLDING VALID CURRENT REGISTRATION IN THE STATE Or- FLORIDA, WHO SHALL BE RETAINED BY THE CONTRACTOR AND WHO SHALL BE THE ENGINEER OF RECORD FOR THOSE PORTIONS OF THE STRUCTURE (THOSE STRUCTURAL ELEMENTS) WHICH HE/SHE DESIGNED, NOTE THAT A "SPECIALTY ENGINEERING" DESIGN/CONSTRUCTION DOCUMENT PACKAGE IS REQUIRED, NOT A "TECHNICAL INFORMATION" PACKAGE. 2. SUCH ELEMENTS SHALL BE DESIGNED PURSUANT TO THE "COMPONENTS AND CLADDING" PROVISIONS OF ASCE 7-05, A. BASE WIND SPEED� V(ult) = 148 mph, V(asd) = 11 5 mph B. EXPOSURE CATEGORY "B" C. BUILDING RISK CATEGORY = CATEGORY IV (FIRE STATION) 0. INTERNAL PRESSURE COEFFICIENT = +/-.18 E. ENCLOSED BUILDING 3. THE DELEGATED SPECIALTY STRUCTURAL ENGINEER SHALL PREPARE CALCULATIONS WITH RFFFRENCETOTHE 2010 FOITION OFTHF FLORIDA BUILDING CODEAND ALL APPROPRIATE DEFLECTION AND SERVICEABILITY CRITERIA. CALCULATIONS SHALL CLEARLY STATE ALL ASSUMED DESIGN LOADING. DEFLECTION SHALL NOT EXCEED THE SPAN DIVIDED BY 360, 4. DESIGN/SHOP DRAWINGS FOR SUCH ELEMENTS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND SHALL INCLUDE ALL DESIGN CRITERIA, COMPLETE CALCULATIONS, REACTIONS AND TYPICAL CONNECTIONS AT ALL CONNECTION POINTS, ETC. DESIGNISHor DRAWINGS SHALL PROVIDE COMPLETE INFORMATION ON SWDS, TRACK, JOISTS, BRIDGING, BRACING: STRAPS, CONNECTIONS, ETC., NECESSARY TO ASSEMBLE THE COMPONENTS INTO ASYSTEM HAVING APPROPIRIATFSTRUCTURAL INTEGRITY. ALL MEMBERS SHALL BE SPECIFIED IN THE SUBMITTAL. WHICH SHALL INCLUDE, MANUFACTURER AND REQUIRED STRUCTURAL SECTION PROPERTIES. DETAILS OF ALL CONNECTIONS SHAI I BE INCLUDED. ALL C ,ONNECTIONS BETWEEN LIGHT GAUGE COLD FORMED STRUCTURAL MEMBERS SHALL BE MADE BY WELDING, UNLESS OTHERWISE NOTED. 5. DESIGN/SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED SEALED AND DATED BY THE DELEGATED "SPECIALTY" STRUCTURAL ENGINEER WHO WAS IN RESPONSIBLE CHARGE OF THE DESIGN. (NOTE: THE SPECIALTY ENGINEER MAY, AFTER RECEIVING APPROVAL FROM THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD, MODIFY ANY DETAIL THAT HE DEEMS APPROPRIATE DURING HIS DESIGN AND DETAILING PROCESS.) 6. ALL LIGHT GAGE STEEL STRUCTURAL MEMBERS SHALL BE GALVANIZED AND SHALL BE FORMED FROM STEEL MEETING THE REQUIREMENTS OF A.S.T.M. A-653, GRADE I'D" (16 GAGE AND THICKER MATERIAL WITH A MINIMUM'YIELD STRENGTH OF 50 KSI), AND A.S.T.M. A-653. GRADE "B" (18 GAGE AND THINNER MATERIAL WITH A MINIMUM YIELD STRENGTH OF 33 KSI). THE GENERAL CONTRACTOR SHALL REVIEW ANDAPPROVE ROOF TRUSS SHOP DRAWINGS FOR SIZE SHAPE, DIMENSIONING . AND LAYOUT PRIOR TO SUBMITTAL TO THE ENGINEERS OF RECORD FOR REVIEW! PREENGINEERED PREFABRICATED LIGHT GAGE S I EEL ROOF TRUSSES ("TRUSSTEEL" BY ALPINE ENGINEERED PRODUCTS INC. OR ULTRASPAN BY AEGIS METAL FRAMING) SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION(S', OF THE FOLLOWING PUBLICATIONS BY THE AMERICAN IRON 8 STEEL INSTITUTE A. "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" - ANSI/AISI/COSIS1 00-07/S2-10,2007 EDITION W/ 2010 SUPPLEMENT. B. "NORTH AMERICAN STANDARD FOR COLD FORMED STEEL FRAMING - GENERAL PROVISIONS" - ANSI/AISI/COFS/S200-07.2007 EDITION. C NORTH AMERICAN STANDARD FOR COLD -FORMED STEEL FRAMING - TRUSS DESIGN: ANSI/AISI/COFS/S214-07/S2-08,2007 EDITION INCLUDING THE 2008 SUPPLEMENT. D AISI/COFS - PRACTICE GUIDE - CF06-1. CODE OF STANDARD PRACTICE FOR COLD - FORMED STEEL STRUCTURAL FRAMING, 2006. E. ASTM A 370-09 -STANDARD TEST METHODS AND DEFINITIONS FOR MECHANICAL TESTING OF STEEL PRODUCTS; 2009. F. ASTM A 500-03A - STANDARD SPECIFICATION FOR COLD -FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS AND SHAPES; 2003. G. ASTM A 653-09 - STANDARD SPECIFICATION FOR STEEL SHEET, ZINC -COATED (GALVANIZED) OR ZINC -IRON ALLOY -COATED (GALVANNEALED) BY THE HOT -DIP PROCESS; 2009. H. CFSBCSI - COLD -FORMED STEEL BUILDING COMPONENTS SAFETY INFORMATION; COLD - FORMED STEEL COUNCIL (CFSC); 2008 EDITION WITH CFSB3 SUMMARY SHEET INSERT 1. CFSEI TECHNICAL NOTE 551 D - DESIGN GUICE FOR CONSTRUCTION BRACING OF COLD - FORMED STEEL TRUSSES', COLD -FORMED S-EEL ENGINEERS INSTITUTE,- FEBRUARY 1997. J. CFSEI TECHNICAL NOTE 551 E - DESIGN GUIDE FOR PERMANENT BRACING OF COLD - FORMED STEEL TRUSSES' COLD -FORMED STEEL ENGINEERS INSTITUTE- FFBRUARY 1998. 1. SHOP DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF THE REGISTERED PROFESSIONAL (STRUCTURAL) ENGINEER RESPONSIBLE FOR THE STRUCTURAL ANALYSIS AND DESIGN OF THE INDIVIDUAL ROOF TRUSSES AND THE ROOF TRUSS SYSTEM. THIS ENGI NEER SHALL HOLD CURRENT VALID REGISTRATION ASA PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA. INDIVIDUAL TRUSS DESIGN SHEETS SHALL BE FULLY COORDINATED WITH AND KEYED TO THF ROOF TRUSS FRAMING PLAN, WHICH SHALL LIKEWISE BE SIGNED AND SEALED. IF THIS REQUIREMENT IS NOT FULFILLED IN DETAIL. THE SUBMITTAL WILL BE REJECTED AND RETURNED AS INADEQUATEI. 2. REQUIRED GENERAL INFORMATION: A. ERECTION PLAN: SHOWING DIMENSIONED LOCATION AND TRUSS IDENTIFICATION. B. BEARING DETAILS: SHOWING BEARING LENGTH, WIDTH AND DEPTH (INDICATING CONFORMANCE TO DESIGN CALCULATIONS). C. DESIGN LOADS: ALL DEAD, LIVE & WIND LOADS SHALL BE SHOWN ON THE ERECTION PLAN OR TRUSS ELEVATION INDICATING CONFORMANCE TO TRUSS CALCULATIONS AND ORIGINAL DESIGN CRITERIA. TRUSS SYSTEM DESIGNER SHALL GIVE FULL CONSIDERATION TO THE FOLLOWING: 1. TRUSS DESIGN ENGINEER SHALL BE PROVIDED WITH A COMPLETE SET OF BOTH ARCHITECTURAL AND STRUCTURAL CONTRACT DOCUMENTS PRIOR TO BEGINNING DESIGN OF THE ROOF TRUSS SYSTEM. 2. TRUSS SYSTEM SHALL BE DESIGNED AS "COMPONENTS AND CLADDING" AS DEFINED BY THE APPLICABLE BUILDING CODE WITH DUE CONSIDERATION OF, "ENCLOSED", "PARTIALLY ENCLOSED" AND "COMPLETELY OPEN" PORTIONS OF THE STRUCTURE AND USE OF APPROPRIATE GUST RESPONSE & SHAPE FACTORS. D, ALL PERMANENT BRACING AND BRIDGING: SHOW TOP CHORD, BOTTOM CHORD, AND WEB MEMBER BRACING ON ERECTION LAYOUT PLAN AND TRUSS ELEVATIONS. SUPPLIER AND INSTALLER OF THIS BRACING SHALL ALSO BE INDICATED. E. TRUSS DIMENSION: SHOW DEPTH, SPAN, BEARING, HEIGHT AND SLOPES AT ALL CRITICAL POINTS. 3. INFORMATION THAT SHALL BE THE RESPONSIBILITY OF THE FABRICATOR AND TRUSS DESIGNER AND SHALL BE COMPLETELY DETAILED WITHIN THE SHOP DRAWING SUBMITTAL. NOTE ALL LIGHT GAGETRUSSES SHALL BE PREFABRICATED IN THE SHOPAND SHIPPED TO THE JOBSITE. JOBSITE FABRICATION OF TRUSSES WILL NOT BE PERMITTED. SHOULD FIELD SPLICING OF TRUSSES BE REQUIRED, THE SPLICE HARDWARE AND FASTENERS SHALL BE SHOP FABRICATED AND SHIPPED TO THE JOBSITE AND THE TRUSS MANUFACTURER SHALL SUPERVISE THE ASSEMBLY OF THE JOBSITE SPLICES. A. MEMBER DESIGN: INCLUDING WEB CONFIGURATION, MEMBER SIZE, GRADE, GAGE AND FINISH (G-60 GALVANIZATION MINIMUM) OF LIGHT GAGE COLD FORMED FRAMING MEMBERS, FABRICATED SPLICES AND MEMBER BRACING REQUIRED BYTRUSS DESIGN. B. INTERIOR CONNECTION: DESIGN AND SHOW DETAIL OF WEB AND CHORD CONNECTIONS, CONNECTION PLATES AND PLATE CAPACITIES. C. ERECTION PLANi SHOW SPACING AND LAYOUT OF ANY TEMPORARY BRACING REQUIRED FOR ERECTION. D. STRUCTURAL DESIGN OF TRUSSES: SUBMIT COMPLETE TRUSS CALCULATIONS AND OBTAIN ALL APPROVALS NECESSARY FOR CONFORMANCE TO BUILDING CODE. VERIFY SUBMITTAL AND APPROVAL BY SENDING A COPY TO THE ENGINEER OF RECORD. E. ERECTION. FURNISH TRUSS ERECTOR WITH ALL DATA NECESSARY FOR PROPER INSTALLATION. F. INDICATE GRAVITY LOAD REACTIONS AND UPLIFT REACTIONS AT ALL SUPPORT POINTS FOR EACH SPECIFIC TRUSS TYPE. G. CONNECTION HARDWARE: SUBMIT REQUIRED CAPACITY AND SUGGESTED MANUFACTURER AND MODEL OF ANY REQUIRED PRE-ENGINEERED PREFABRICATED HARDWARE. (SPECIFY NUMBER OF SCREWS OR BOLTS AND SPLICE PLATES REQUIRED TO MAKE PROPER CONNECTION). NOTE: ALL CONNECTIONS BETWEEN PRE-ENGINEERED PREFABRICATED TRUSSES SHALL BE THE RESPONSIBILITY OF THE TRUSS DESIGNER/FABRICATOR (BECAUSE OF THE EFFECT OF THE CONNECTION FASTENINGS ON THE TRUSS DESIGN). 4. MINIMUM ROOF TRUSS DESIGN LOADS: A. ROOF LIVE: 20 PSF. B. TOP CHORD DEAD LOAD: 15 PSF. C. BOTTOM CHORD DEAD LOAD: 10 PSF. D. WIND FORCES: DESIGN FOR THE MAXIMUM FORCES. (INCLUDING UPLIFT), REQUIRED BY THE 2010 EDITION OF THE FLORIDA BUILDING CODE. 1 . DESIGN WIND SPEEC. V(Ult) = 148 mph, V(asd) = 1 15 mph 2. EXPOSURE CATEGORY = EXPOSURE "B" 3. INTERNAL PRESSURE COEFFICIENT= (+/-).18 4. ENCLOSED BUILDING 5. BUILDING RISK CATEGORY = CATEGORY IV (FIRE STATION) NOTE: NET UPLIFT SHALL BE CALCULATED USING A DEAD LOAD OF NOT TO EXCEED 7 PSF TOTAL FOR COMBINED TOP AND BOTTOM CHORD. E. ADDITIONAL FORCES: AS INDICATED BY THE DRAWINGS. WLEDGEABLIF PROFESSIONAL SPECIALTY ENGINEERING WORK SHALL BE PERFORMED BY KNCHALL HOLD CURRENT VALID ENGINEERS WHO'S DISCIPLINE SHALL BE STRUCTURAL. THEYENGINEERS, THEGENERAL REGISTRATION IN THE STATE OF FLORIDA AS PROFESSIONAL ESED THAT THE ARCHITECT AND CONTRACTOR AND STRUCTURAL SUBCONTRACTORS ARE ADVi 0 APPROVE OR DISAPPROVE STRUCTURAL ENGINEER OF RECORD SHALL HAVE THE RIGHT T ANY INDIVIDUAL SPECIALTY ENGINEER, WITHOUT INCURRING 0YADDIT IONAL COSTS OR LIABILITY TO THE OWNER, THE ARCHITECT OF RECORD OR THF ENGINEER OF RECORD. IT WOULD BE PRUDENT FOR THE G.C. TO SUBMIT THE QUALIFICATIONS OF THE PROPOSED "SPECIALTY" STRUCTURAL ENGINEER(S) TO THE STRUCTURAL ENGINEER OF RECORD, PRIOR TO FORMALLY CONTRACTING FOR SUCH SERVICES. THE"SPECIALTY'STRUCTURAL ENGINEER IS CAUTIONED THAT ALL SUBMITTALS MUST BE PREPARED AND SUBMITTED IN ACCORDANCE WITH THE GUIDELINES PUBLISHED BY THE FLORIDA DEPARTMENT OF PROFESSIONAL REGULATION, BOARD OF PROFESSIONAL ENGINEERS IN RULE NUMBER 211-1-19.001, "RULE AND STATEMENTS ON RESPONSIBILITY OF PROFESSIONAL ENGINEERS". 1. IT 13 THE DELEGATED SPECIALTY ENGINEERS RESPONSIBILITY TO REVIEW THE ENGINEER OF RECORD'S WRITTEN ENGINEERING CRITERIA REGARDING THE SPECIALTY ENGINEERING REQUIREMENTS IN ORDER TO DETERMINE THE SCOPE OF WORK OF THE SPECIALTY ENGINEERING. 2. THE DELEGATED ENGINEERING DOCUMENT SUBMITTALS SHALL COMPLYWITH THE WRITTEN ENGINEERING REQUIREMENTS RECEIVED FROM THE ENGINEER OF RECORD. THE DELEGATED ENGINEERING SUBMITTAL SHALL INCLUDE THE PROJECT NAME AND THE DESIGN CRITERIA USED IN PREPARING THE SUBMITTAL. 3, IF THE DELEGATED ENGINEER DETERMINES THERE ARE DETAILS, FEATURES OR UNANTICIPATED PROJECT LIMITS WHICH CONFLICT WITH THE WRITTEN ENGINEERING REQUIREMENTS PROVIDED BY THE ENGINEER OF RECORD, THE DELEGATED ENGINEER SHALL IMMEDIATELY CONTACT THE ENGINEER OF RECORD TO RESOLVE THE CONFLICT. 4 THE DELEGATFD ENGINEER SHALL FORWARD THE DFLEGATED ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR REVIEW. ALL DELEGATED ENGINEERING DOCUMENTS SHALL BE SIGNED AND SEALED BYTHE DELEGATED ENGINEER AND SHALL INCLUDE THE FOLLOWING: A. FRAMING PLANS, DETAILS. CONNECTIONS, ETC. AS REQUIRED TO DEFINING THE CONFIGURATION AND STRUCTURAL CAPACITY OF STRUCTURAL COMPONENTS AND/OR THEIR ASSEMBLY INTO STRUCTURAL SYSTEM. B COMPUTATIONS HAVING ADEQUATE DETAIL FOR THE ENGINFER OF RECORD TO DETERMINE THAT THE SUBMITTAL WAS FULLY ENGINEERED AND DOCUMENTED. NO DETAILED REVIEW OF THE DELEGATED SPECIALTY ENGINEERING CALCULATIONS WILL BE PROVIDED BY THE E.O.R. . INSTRUCTIONS FOR INSTALLATION OF DRILLED IN DOWELS AND ANCHORS: 1 . SEE DRAWINGS FOR SIZE, LENGTH TYPE AND SPACING OF ANCHORS REQUIRED. NOTE: DRILLED IN ANCHORS WILL NOT BE AN ACCEPTABLE ALTERNATIVE TO SPECIFIED EMBEDDED ANCHORS (ANCHOR BOLTS, HEADED STUDS, ETC.) 2. CLOSELY FOLLOW ANCHOR INSTALLATION INSTRUCTIONS PROVIDED WITH TI IE PRODUCT, BY THE MANUFACTURER. THIS INFORMATION INCLUDES DRILL TYPE AND DIAMETER FOR A GIVEN ANCHOR OR DOWEL SIZE, CLEANING INSTRUCTIONS FOR THE HOLE (REMOVAL OF DRILL DUST OR SLURRY BY COMPRESSED AIR AND WATER), AND MATERIAL INSTALLATION AND QUANTITY FOR A GIVEN APPLICATION. 3. REGARDING "EPDXY" ANCHORS. PROVIDE ADHESIVES WHICH ARE MANUFACTURED AND DISTRIBUTED AS TWO PART (BASEMARDENER) CARTRIDGE INSTALLED WITH DOUBLE PLUNGER CAULKING GUN WITH AUTOMATIC MIXING NOZZLE SUPPLIED BYTHE HALL MEET THE MINIMUM REQUIREMENTS OF ASTM C 881 SPECIFICATION FOR TYPE 1, 11: IV, V, GRADE 3, CLASS B, C AND D AND MUST DEVELOP A MINIMUM 12,650 PSI COMPRESSIVE YIELD STRENGTH AFTER 7 DAY CURE. PREFERABLE MANUFACTURERS AREAS FOLLOW A. SIMPSON STRONG TIE "SE-P'EPDXY B. HILTI "HY-150" OTHER MANUFACTURER'S PRODUCTS WILL NOT BE CONSIDERED UNLESS ALLOWABLE LOAD DATA, BASED UPON TESTING LABORATCRY RESULTS, ARE SUBMITTED FOR REVIEW AND CONSIDERATION. OUR PREFERENCE FOR I HESE PRODUCT 8 IS BASEL) UPON'THE AUTOMATIC MIXING OF THE TWO PARTS PRIOR TO DISCHARGE FROM THE GUN AND THEIR L ITERATURE WHICH REPRESENTS A CONSIDERABLE AMOUNT OF RACK UP TESTING 4. GENERALLY, ANCHOR DRILLED IN DEPTHS SHOULD NOT BE LESS THAN 8 INCHES WHENEVER POSSIBLE. WHEN ANCHORS ARE INSTALLED THROUGH BRICK AND/OR VENEER, THE ANCHOR SHALL PENETRATE INTO THE BACK UP STRUCTURAL MASONRY OR CONCRETE AT LEAST 6 INCHES. 6. WHERE DRILLED IN EXPANSION ANCHORS ARE REQUESTED IN I IEU OF CAST IN PLACE ANCHORS, THEY MUST BE REQUESTED IN WRITING BEFORE INSTALLATION AND ADEQUATE MANUFACTURER'S LITERATURE MUST BE SUBMITTED AS DOCUMENTATION. THE SUBSTITUTION OF EXPANSION ANCHORS MAY OR MAY NOT BE ACCEPTED DEPENDING UPON THE LOADING AND SPECIFIC APPLICATION, DO NOT SUBMIT SLEEVE ANCHORS. ALL EXPANSION ANCHORS MUST BE WEDGE ANCHORS. GENERALLY, IF EXPANSION ANCHORS ARE PERMITTED THEY WILL BE REQUIRED TO BE AT LEAST ONE SIZE LARGER AND MORE CLOSELY SPACED THAN THE SPECIFIED EMBEDDED ANCHORS. 6. MASONRY SCREWS SHALL BE 1/4" DIAMETER 1 1/2" MINIMUM EMBEDMENT INSTALLED I N DRILLED HOLES USING AN APPROPRIATE BIT DIAMETER. SCREWS SHALL BE MADE FROM TEN HUNDRED SERIFS COLE) ROLLED STEEL AND SHALL BE FLUOROCARBON COATED PROVIDE "TITAN" SCREWS BY SIMPSON STRONG TIE OR EQUAL, 7. ALL BOLTS AND SCREWS TO BE HOT -DIPPED, GALVANIZED OR STAINLESS STEEL. TYPICAL FOUNDATION PLAN NOTES & LEGEND: 1. (C.J.) INDICATES 318 INCH WIDE MASONRY WALL CRACK CONTROL JOINT. EXTENDC.J. FROM TOP OF FOUNDATION TO TOP OF MASONRYWALL. ALL TIE BEAM LONGITUDINAL REINFORCING SHALL RUN CONTINUOUS THROUGH (ACROSS) JOINT. SEE DETAILS ON SHEETS SD1 PROVIDE C.J.'s WHERE INDICATED AND IN ADDITION, WHERE NOT SPECIFICALLY INDICATED ON PLANS, PROVIDE CONTROL JOINTS IN INTERIOR WALLS AT SPACINGS NOT TO EXCEED 26 FT. O.C. 2. (e) INDICATES SINGLE VERTICAL REINFORCING BAR IN A SINGLE SOLID GROUTED MASONRY WALL CELL (SEE PLANS FOR SPECIFIC BAR SIZE & LOCATION) REINFORCING SHALL ORIGINATE IN THE FOUNDATION WITH A STANDARD ACT 90 DEGREE HOOK HAVING ADEQUATE LENGTH ABOVE THE TOP OF THE FOOTING TO PROVIDE FOR A FULL TENSION LAP. THE CONTRACTOR IS CAUTIONED TO COORDINATE POUR LENGTH AND SCHEDULE WITH THE REBAR DETAILER SUCH THAT FULL TENSION LAPS ARE PROVIDED AT ALL VERTICAL WALL REINFORCING LAP SPLICES. VERTICAL WALL REINFORCING SHALL EXTEND TO AND TERMINATE IN THE TIE BEAM AT THE TOP OF THE MASONRY WALL WITH A STANDARD ACT 90 DEGREE HOOK BAR. SEEPLAN DETAILS AND SHEET SID 1 FOR LOCATION OF BAR PLACEMENT WITHIN THE CELL(S). NOTE.' UNLESS OTHERWISE NOTED OR DETAILED, VERTICAL WALL REINFORCING IN WALLS BETWEEN LINTEL BEAMS AND TIE BEAMS SHALL NOT BE LESS THAN THAI SHOWN TYPICALLY IN SOLI D WALL BEYOND MO. 3. (m) INDICATES DOUBLE VERTICAL REINFORCING BARS INA SINGLE SOLID GROUTED MASONRY WALL CELL (SEE PLANS FOR SPECIFIC BAR SIZE& LOCATION) ALL PROVISIONS OF NOTE (2.), ABOVE, SHALL APPLY. 4. (o) INDICATES VERTICAL MASONRYWALL REINFORCING INTERRUPTED BY MASONRY OPENING. PROVIDE REINFORCING BOTH ABOVE AND BELOW M.O. 5. (VVFXX) INDICATES WALL (OR CONTINUOUS STRIP TYPE) FOOTING. "XX"INDICATES FOOTING SIZE IN INCHES. 6. (C FXX) INDICATES COLUMN (OR RECTANGULAR PAD TYPE) FOOTING. "XX"INDICATES FOOTING SIZE IN INCHES 6 < ��,� a: c< �] z 15_� w !R zo Nil z 2 :9 � �_ 112 -0 � a < cd I - � 15 1 cc 16 . §1 V I 1 2 to I Im � W R 11_ :� I cv) I_: ed 0) 110 0) 1 31: TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY NTH THE CURRENT MINIMUM BUILDING CODES. ,1._1111_1 I IIIIIIIIIIIIIIIIIIIIvIIIIIIIIr P.E. P411IIIIIIIIIIIIIIIIIIIIIIIIII11 - w ic" " -�: E, t i W W Eq,, �. Z. - ""' I V - t S 1�0,%t wlf� %-,A .- 110v -I � P.E.#20683 WEBER AND TINNEN, P.A. CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION 0 12-07-2012 N N CB+A #1 202 0 N 0 BELFSKY + ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 0 E NOTES & SPECIFICATIONS (0)THEOE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P,A. STRUCTURAL ENGINEER$. SCALE: AS NOTED SN-2 !::/ R ANY PORTIONS 10 BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. 0 0 , 11frn 17-710111 0 — — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — N EX 1571 NC POUNi;�AT 1 ON PLAN Scale: I/8" = I'-0" TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE CURRENT MINIMUM BUILDING CODES. W .. i 10�N�� 13 R.E.#20683 WEBER AND TINNEN, P.A. STRUCTURAL ENGINEERS CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY NOTE: THE MAJORITY OF THE PLAN DIMEN51ONIN6 15 PROVIDED + ON THE ARCHITECTURAL DRAWIN65. USE BOTH 5TRUGTURAL ARROYO AND ARCHITECTURAL ORMINC75 T06ETHER FOR BASIC ARCHITECTS LAYOUT AND CONSTRUCTION OF TH15 PROJECT. ANY 055ERVED DE5GREPANCIE5 BETWEEN ARCHITECTURAL DRAWIN6 800 SECOND AVENUE SOUTH DIMEN510NIN6 AND STRUCTURAL DRAWING SCALE LAYOUT ST. PETERSBURG, FL 33701 SHOULD BE BROUGHT TO THE ATTENTION OF THE (727) 82 AA260005875 0587 ARCHITECT IMMEDIATELY UPON 015COVERY, . ■ EXISTING FOUNDATION PLAN Si © THESE DRAWINCISI & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. SCALE: AS NOTED USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. U !I--- L --- L I I I - 1- 11 1 - I t I I - 1 :1 1 1 ,EX15T. 5TL., Fxwim, 5iEL JI JO'5T5' REFER TO ARCH'L. DRANINC6 FOR BOXED IN FRAMINO. REFER TO ARCH'L. DRANINC6 FOR FRAMINC7 AT ENTRY CANOPY 4 FRAMINO AT TOHER ROOF ON 5HEET Ab.2 DESIGN CRITERIA: ROOF ZONES BUILDING RISK CATEGORY IV ULTIMATE WIND SPEED Vult 148 MPH, EXPOSURE "B" NOMINAL WIND SPEED Vasd 115 MPH L COMPONENTS AND CLADDING DESIGN WALL PRESSURES (PSF) 0-20 20-50 50-100 1 10 10 10 24 24 23 2 10 16 10 H 40 36 .30 3 10 10 10 60 50 36 ZONE 5 EXrENDS FOR A DISTANCE (a) ft FROM EACH CORNER a� 3'-6" Zone 1: IS LOCATED IN THE CENTER OF THE ROOF AT A DISTANCE (a) FROM THE CORNER Zone 2: IS LOCATED FOR A DISTANCE (a) FROM THE CORNER Zone 3: IS LOCATED AT THE ROOF CORNERS AT A DISTANCE (a) FROM EACH SIDE OF THE CORNER DESIGN CRITERIA: ROOF ZONES BUILDING RISK CATEGORY IV ULTIMATE WIND SPEED Vult 148 MPH, EXPOSURE "B" NOMINAL WIND SPEED Vasd 115 MPH COMPONENTS AND CLADDING DESIGN WALL PRESSURES (PSF) ZONE TRIBUTARY AREA (FT-2) 0-20 20-50 50-100 1 & 2 N/A N/A N/A 319 34 34 3 NIA N/A NIA H 57 44 43 DESIGN CRITERIA: WALL ZONES BUILDING RISK CATEGORY IV ULTIMATE WIND SPEED Vult 148 MPH, EXPOSURE "B" NOMINAL WIND SPEED Vasd 115 MPH COMPONENTS AND CLADDING DESIGN WALL PRESSURES (PSF) ZONE TRIBUTARY AREA (FT-2) 1 0-20 20-50 50-100 24 24 24 34 25 24 24 24 24 H 32 1 30 27 1 ZONE 5 EXrENDS FOR A DISTANCE (a) ft FROM EACH CORNER a 0 ZONE 4: IS LOCATED IN THE CENTER OF THE WALL AT A DISTANCE (a) FROM EACH CORNER ZONE 5: IS LOCATED FOR A DISTANCE (a) FROM EACH CORNER EFFECTIVE WIND AREA: FOR COMPONENTS AND CLADDING ELEMENTS, THE EFFECTIV WIND AREA IS THE SPAN LENGTH MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTHS. FOR CLADDING FASTENERS THE EFFECTIVE WIND AREA SHALL NOT BE GREATER THAN THE AREA THAT IS TRIBUTARY TO AN INDIVIDUAL FASTENER (ASCE 7-5) EFFECTIVE WIDTH: FOR A WALL, IF THE EFFECTIVE WIDTH IS NOT CLEARLY DEFINED, IT IS NOT ACCEPTABLE TO USE THE ENTIRE WALL LENGTH. THE UNSUPPORTED SPAN LENGTH TIMES ONE-THIRD MUST BE USED. cl I cl I 11 AALL ZONF-5 /I 3'-6" EX15TIN6 5TEEL �015T5. + + T_ 7g EX15 rIM 5TEEI.-BM. id CONT. 7 ENT OF EX15TINC7 1(�K )F FRAMIN615 NOT L— — — — — — ARCHL, PRAWN66 __/ FOR NEH AHNIN(55. REFER TO ARrHITE( TURAL PRANINC75 FOR ADDITIONAL 5TRUCTURAL REQUIREMENT5 A5 PART OF THE CONTRACT, I'N EX1571NO ROOF:2 FRAllollN0 FLAN 5c.alc: 1/6' = 1'-0" AINro> L)I=Llr-7 ro>IAISRA�� 5cola: 3/32" = 1'-0" -2 -2 C3 ROOF FRAMINQ PLAN NOTE5 AND LEOEND: (D = REMOVE EX15TIN6 5TRU( TURAL HOOD FIBER I ALL ROOFING GOMPONENT5. = INDICATE5 EX15TING 5TEEL BRIDGING TO REMAIN IN FLA( E. = INDICATE5 NEN 4 I"xl"xl/&" ( ONT. BOT. CHORD BRI06IN6. LOCATE AT OT. CHORD EXTERIOR PANEL POINT. (TYP. U.N.O.) 5EE DETAIL ON 5HT. 501. = INVI( ATE5 (1) NEH ROH OF ADDITIONAL HORIZ. 4 I"xI"xI/8?" CONT. BOTTOM CHORD BRIP61146. = PROVIDE NEN ( bxll.5 5TEEL ( HANNEL BETHEEN NEH 5TEEL ( OLUMNI HHERE COLUMN5 ARE NOT APPLICABLE PUN NEH 5TEEL CHANNEL CONTINUOU5. = REFER TO TYPICAL 5TEEL ( HANNEL ( ONNECTION DETAIL AT 5TEEL COLUMN ON 5HEET 551. = REFER TO TYPIC AL 5TEEL CHANNEL ANCHORAGE PATTERN DETAIL ON 5HEET 551. = REFER TO TYPICAL 5TEEL ( HANNEL 5PUCE DETAIL ON 5HEET 551. HHERE 5PLICE5 ARE REQUIRED FOR ERECTION PURPO5E5 THEY ARE TO OCCUR CENTERED ON EX15TIN6 MA50NRY PILA5TER5. ROOF METAL DECK NOTE; ROOF PECK 5HALL BE 1 1/2" DEEP, 0 GAGE, TYPE "B" IDECK, GALVANIZED (6-60), 5UPPLIED IN 36 INCH V41DE 5HEET5. PROVIDE MINIMLIM OF THREE (3) CONTINUOU5 5PAN5. PROVIDE DECK A5 MANUFACTURED BY MARLYN 5TEEL DECK, INC., OR APPROVED ALTERNATE DECK. MINIMUM NELP PATTERN 5HALL BE 36/1. 51DE LAP FA5TENIN& 5HALL BE NO. 12 5ELF DRILLING 5ELF TAPPING HEX HEAD 5CREV45 a 12 INCHE5 O/C. (5EE METAL IDECK 5PEC NOTE5 ON 5HT. 514-2 FOR ADDITIONAL REOUIREMENT5) z Lu 9 Z z Lu w c ca a: w W cr) C4 TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE CURRENT MINIMUM BUILDING CODES. —.RdMb= 3 oil^ &' �N liov c B P.E.#20683 WEBER AND TINNEN, PA. STRUCTURAL ENGINEERS CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS F_ 12-07-2012 CB+A #1202 — — — — — — — — — CANERDAY BELFSKY NOTE: THE MAJORITY OF THE PLAN DIMEN51ONIN615 PROVIDED + ON THE ARCHITECTURAL DRANINC-6. U5E BOTH 5TRUCTURAL ARROYO AND ARCHITECTURAL ORANIN65 T06ETHER FOR BA516 LAYOUT AND CON5TWTION OF TH15 PROJECT. ANY ARCHITECTS 055ERVED DE56REPANGIE5 BETNEEN ARCHITECTURAL DRANIN67 800 SECOND AVENUE SOUTH DIMEN51ONIN6 AND 5TRUCTURAL DRANINO 5CALE LAYOUT ST. PETERSBURG, FL 33701 (727) 823-0675 5HOULD BE BRDkHT TO THE ATTENTION OF THE AA26000587 ARCHITECT IMMEDIATELY UPON 015COVERY. EXISTING ROOF FRAMING PLAN S2 THE�E DRAWING8 & THEIR CONTENT$ ARE THE 80LE PROPERTY OF WEBER & TINNEN, P.A. �TRUCTURAL ENOINEER�. SCALE- AS NOTED UOE OR COPY OF ALL OR ANY PORTIONO 10 BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PRO�EOUTED. 61-0.0/( ANCHORS PER IN51DE FACE OF SECTION 5/551 —EX15TINO C.MU. BLO( K. ---------- --- Lu r- -------- -------- T-�-T7 T ------ --0 LL- _j Lu ITI Lu Lu 11/2"-1,. 1, 1 1,tl 1/2" .1 L 11/2. 11 L 5TEEL E AN( HORAC7E DETAIL OVER EX15TING HALL NOTE: HELD ALL STEEL PRIOR INSTALLATION OF NEN ROOF METAL OE( K. F-- DETAIL HIDI REOMINTS. AT STEEL TYP. ACROSS EACH SIDE OF 015T SEAT. SEE DETAIL HELOIN67 REQMNTS. AT STEEL TH15 SHEET. PROVIDE NEN CONT.. H.5.5.2 1/2"x2 V2"xl/'4 PROVIDE 11/70 1/2x3/b11_-.-/ STEEL It 0 6'-0" OX . (MAX) ANCHOR It W (2) 51b" 0 A-301 ALL -THREADED R005 DRILLED 5" INTO — HALL 4 SET IN 5IMP50N STRONO TIE SET" EPDXY EX15TI% 57 (FIELD VERI NOTE: J015T SEAT EXTEN51ON OFF OF THE INSIDE FACE OF THE TIE BEAM APPEARS TO VARY IN LENr7TH. IT MAY BE NECESSARY TO CUT A SMALL PIECE OUT OF THE TOP FLAN6E OF THE CHANNEL IN ORDER TO ERECT THE CHANNEL FLUSH TO THE BOTTOM OF THE J015T SEATS. IF THE END J015T PIAWNAL 15 LE55 THAN,2 1/4" FROM THE FACE OF THE TIE BEAM NOTIFY EN61NEER IF THIS CONDITION EXISTS. 00 NOT ALTER THE J015T END PIA67ONALI T"rFICAL AELr;�INCS CONNECTION 1��ETAIL AT EXIBTINC-7 J015T To NEA STEEL CHANNEL SCALE: 3/4" = I'-011 CLEI FIELD VERIFY ROOF SLOPE VS. ELEVATION TOP OF TIE BM. DECK 9JPPORT AT EDr7E MAY HAVE TO BE REV15ED ACCORPI%LY. Typ NEN CONT. BOT. BRIP&IN6, v r < PROVIDE 4 3"x3"xI/4" x 10" LON& CLIP ATTACHED TO HALL IN (2) 5/6" 0 A-301 ALL-THREADE12 R005 DRILLED 6" INTO HALL 4 SET IN SIMPSON 5TRON67 TIE'5ET" EPDXY. Scale: 3/4" = 1'-0" ('4_'_� BrEC,710N ��S �l Scale: 5/4" = 1'-0" TOP OF HALL/ - J015T BEARINr,.�_. EL.: IT-4" 11/551 FOR TOP OF EXIST. SLA" EL.; 0'-011 P., R a - SEE TYPICAL STEEL CH, ANCHORA6E PATTERN DETAIL THIS SHEET. NEN STEEL CHANNEL — PER PLAN. NINE @FIR5T ANCIIOR TO BE 3/4" 0 A-301 ALL-THREAP ROD---\ DRILLED 6" INTO PILASTER I SET IN 5IMP50N 5TRON6 TIE 'SET" EPDXY. @ NEH CONT. STEEL AN6,LE 4 ANCHOR9 PER SECTION 1/,551. 1 0— 7--<,'TYF (3) SIDES. PROVIDE 1/4"0'0" STEEL It (TYPJ NEN STEEL CHANNEL PER PLAN, TYP AT FE TO COLUMN. TYP AT 4 TO COLUMN. r--j [---I NEN CONT, STEEL TUBE AT 1/3 POINTS SEE SECT. �h EX15TINry ( .MU. PILASTER-/ 3 1611 TYP LOCATION. I OF COLUMN. T"�FICAL 5TEEL CHANNEL CONNECTION C>ETAIL AT 5TEEL COLUMN SCALE: 5/4" = 1'-0" EX15TIN5 C.1 PILASTER (E AT NEN DOOR OPE IF CELLS ARE NOT H/ V;ZOUT, 50LID F HITH C-ROUT AT NEI OPENIM. 5( ale: 3/4" = 1'-0" PROVIDE 3/4" 0 A-301 ALL - THREADED R005 DRILLED b' INTO EXISTIN& HALL 4 SET IN TYP 5IMP50N 5TRON67 TIE "SET" EPDXY a lb" 0/6. (MAX.) 1 1/4" 411 5TAC-6ERED. 1'-4" O1C. L 1'-4" NOTE: HHERE NEN STEEL CHANNEL FACES END OF HALL, 05E r5AME CONNECTION AS 5HOHN. NEH STEEL CHANNEL PER PLAN. 0 0 + 1'-4" O/C. 1, l'-4 'O/C. OF EXISTINC7 C.ML. PILASTER. AT INTERIOR HALL PROVIDE 1,EX15T. Pi�_A5TER. 1,, It I/4'xb"xIO 1/2" AT CHANNEL 4 ;'r SPLICES. TN�FICAL 5TEEL CHANNEL 510L I CE ro>F.TA I L SCALE: 5/4" = I'-V PROVIDE 3/4" 0 A-30 )I ALL - THREADED R005 DRILLED b- INTO EXISTINC7 HALL 4 SET IN 5IMP50N 5TRON6 TIE "5ET" EPDXY o 16" O/C. (MAXJ 5TA66ERED. 1 . I oIr '-4'0/( -4 '. 1, 1 NEN STEEL CHANNEL PER PLAN. 0 T"�FICAL 5TEEL CHANNEL ANCHORA6E PATTERN C�ETAIL SCALE. 5/4" = 1'-0" BUILPINQ SECTION NOTES 4 LE&END. z EX15TINC, CONCRETE FOOTIN6. x EX15TIN& CONCRETE SLAB ON 6RADE. a EX15TINO CONCRETE SLAB E06E HAUNCH. (NOT APPLICABLE ON THIS SHEET). z EXI5TINry MA50NRY (C.MV) HALL TO REMAIN. = EX15TINC, STEEL J015T TO REMAIN. = NEH STEEL COLUMN PER PLAN. z PROVIDE 1/4" E30TTOM CAP It HELPED TO E30TTOM OF NEN STEEL COLUMN. z PROVIVE.4 4'x4"xl/4" x 4" LON6 CLIP AN&LE HELD TO ( OLUMN (EACH 51DE OF COLUMN ) 4 ATTALH TO EXISTINC, ( ONC. SLAB N (1) 3/4" 0 A-301 ALL -THREADED ROD DRILLED 3" INTO CONC. SLAB I SET IN SIMPSON 5TRO% TIE "5ET" EPDXY (TYP. U.N.OJ z PROVIDE NEN H.5.5. 3'0"A/4" 13ETHEEN NEH STEEL ( OLUMN5 (TYP. UN.OJ @ = PROVIDE NEH 4 3'x2 I/INI/4" (L.L.V) CONT. ANC7LE (BETHEEN COLVMN5) IN 50' 0 EPDXY OPTI-MESH SCREEN TUBE ANCHOR6 DRILLED 6" INTO EX15TIW-7 C.M11. 0 12" O/C. (MAX) I SET IN 5IMP50M FRON6 TIE ";ET" EPDXY (TYP. UND) NEH STEEL CHANNEL PER PLAN. REFER TO TYPICAL STEEL CHANNEL ANCHORAr7E DETAIL ON TH15 SHEET. @ = PROVIDE 1/4' ( AF It HELPED TO TOP OF NEH STEEL COLUMN. = REMOVE EX15TINC, STRUCTURAL HOOD FINR I ALL ROOFINO COMPONENTS 4 REPLACE ki/ NEH METAL DECK. REFER TO ROOF FRAMINC5 PLAN FOR NEH METAL DECK TYPE, OA(51E, AND HELDIN(5 REO'MNT5. = PROVIDE NEA 4 3"x3NI/4" CONT. HELPED TO EX15TINC7 STEEL JOISTS. REFER TO TYPICAL EP(5E ANOLE WINNECTION AT ROOF AT NON CONTINUOUS SUPPORT ON SHEET 501. z REFER TO ELEVATION 5/501 FOR NEYq STEEL CHANNEL AT NEPq OPENIN(5 AND REGUIREMENT5. (1-6) x INDICATES NEPq CONTINIJOIJ5 BRID&NO PERPLAN. TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE CURRENT MINIMUM BUILDING CODES. PROVIDE NEH,4 3'x2 1/2"xl/4" (L.L.V) CONT. AN6LE Wi �_Ill P.E. (BETHEEN COLUMN5) W FIRST ANCHOR TO BE 3/4" 0 A-301 ALL -THREADED ROD DRILLED 6" INTO PILASTER LOCATION 4 SET IN 5IMP50N 5TRONC7 TIE "SET" EPDXY (TYP) M1104 iE 44 E N'4 P FIELD VERIFY IF EX15TIN6 ( .M.U. CELLS AT AN( HOR LOCATIONS ARE FILLED K/ 6RaT. IF CELLS ARE NOT 5ROUT, 50LID FILL CELLS K/ C-MT AT ALL FILLED K/ C I IN 013 ANCHOR LOCATIONS. (SOLID 6MT 15 NOT REQUIRED AT OPTI-ME5H SCREEN TUBE ANCHOR5). P�.E. #20Mi z w Z d z z w > < a: w L o r. i m WEBER AND TINNEN, P.A. STRUCTURAL ENGINEERS CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A#1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 BEC,710N ('T_'� 5r=C,710N 0 m ��Sl Scale: 3/4" = 1'-0" 1\1 �51 Scale: 5/4" = 1'-0" BUILDING SECTIONS SSJ (D THESE DRAWINO$ & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENOINEERO, SCALE: AS NOTED USE OR COPY OF ALL OR ANY PORTIONS 10 BY CONTRACT ONLY. UNAUTHORIZED U$E WILL BE PROOECUTED. 937 i ; a p" N�r=TAI. =>ECK AELZ� FATTERN5 56" P41DE SHEETS NO SCALE :;>ETAIL JOINT Rr=INr-ORCr=Mr=NT AALL AITH O1=r=NlNe5 fkUNNINe 50N=> NO SCALE r7o>r=7AIL Rr=INF`0RCr:Mr=N7 5FLICE-5 NO SCALE NEH BOTTOM CHORD BRIDGIN6 PER PLAN. EX15TINI57 TOP 4 BOTTOM--) CHORD BRIVOINC7 TO REMAIN. NOTE: AT BOTTOM CHORD, LOCATE FIRST RON OF BRIVOIN6 AT EXTERIOR PANEL POINT. NEK BOTTOM CHORD BRI065INC? PER PLAN. 7'*YOPICAL 57r=EL J0157 HORIZONTAL BRI=>eINe NO SCALE HELD ACROSS FULL NIOTH OF BOTH OUTSTANDIN6 LE65 OF BOTH TOP CHORD ANOLE5. TYPICAL EDISSE ANQLE CONNECTION 0 ROOF a NON CONTINUOU5 eUPPORT. 4 11/4"xl 114"0/16"( ONT.- IN 1/4" Ill GUSSETS o 16" O/C. (MAX) EDOE ANOLE PER PLAN I SECTIONS, J015T SEAT OR TOP CHORD EXTENSION. 51b" 4) FUDDLE HELD5 a 6" 0/0. MAX. MTL. DECK TYPE, &A&E, AND WELVINO REG'MNT5 PER NOTES 9 ROOF FRAMINC7 PLAN. \--EX15TINO STEEL JOISTS TO REMAIN. APPLIES NHERE BOTTOM RIB OF DECK 15 NOT PRESENT FOR SUPPORT AND HELDINIS. PETAIL PIAPHRAC-7M TRANSFER (PECK Er�CSE SUPPORT) 7YF. NO SCALE 50LID &ROUT -VERTICAL REINF. CELL. 51ZE PER ELEVATIONS. CENTER REBAR IN CELLS. -PROVIDE PLYNOOD AS REG'D. INDICATES PARTIAL OR FULL HEI&HT BAR. o - INDICATES VONEL DRILLED 4 EPDXIED AT FOUNDATION AND TIE BEAM. "All -"All MASONRY H/ HILTI KHIK-( ON 11 1/4" x 1 3/4' 3 1/2" REINFOR( EMENT o 16 0/c. FASTENER. (2 PER ANCHOR) PROVIDE ANrHOR5 (TYFJ 0 lb" O/c. ELr=\/A710N AT �4A50NRVfe Fr=Nr=7R-A7ION 5601c: 31b" = 1'-0" VERTICAL BAR 5FLICE REOUIREYENT TABLF BAR 51ZE LOCATION OF BAR 5PLICE H/5 FROM TOP OR H/3 FROM BOTTOM MIDDLE THIRD OF HALL HEI6HT (H/3) #5 4e>d BAR = 0.625x4b = 30 IN 12cl BAR = 0.625x"T2 = 45 IN Q$d BAR = 0.15x4& = 3b IN 12d BAR = O.l5OxU = 54 IN NOTES: 1. H - HEI&HT OF MASONRY FROM FOUNDATION TO THE TIE BEAM (IF KALL 15 NOT CONNECTED TO SLAB). H - HEI(5HT OF MASONRY FROM SLAB ON GRAVE TO THE TIE BEAM (IF NALL 15 CONNECTED TO SLAB). .2. IT 15 HIOHLY RECOMMENDED TO PROVIDE BAR SPLICES OUT OF MIDDLE THIRD OF NALL HEII5HT. TOP OF KALL FINISH FLOOR,-L 1:;�r=7AIL 7)oofz. MABONR"*� \/r=R7. Rr:lNr-. NO 5rALE.- MAX. 5PACI% BETHEEN FILLED CELLS PER PLAN. .1 2 KEY ON PLANS. 0 ol = INVICATE5 PARTIAL H6T. DONEL5 AT FOUNDATION. (1) BAR IN A 50LID &ROUTED CELL. DONEL OUT OF FOUNDATION. (1) BAR IN A 50LID OAROUTED CELL, FULL HE16HT BAR. t;�r=TAIL AALL Rr=INr-ORCIN6 T'*,rf=E NO SCALE: 4 6iROUT 05 REBAR b" �TRUCTURE ABOVE 4 SET F50N 5TRON67 TIE EPDXY �61E x 1 1/2' V41DE HOT )ALV. CORRIJOATED ORS. ANCHOR TO EXIST. ARY K/ HILTI KHIK-CON 11 : 13/4" FASTENER. (2 PER IOR) PROVIDE ANCHOR5 O/c. 4 G-ROUT 05 REBAR b' 2OUNDATION I SET IN ON 5TRONCv TIE EPDXY W I F^Ur- :)MF-LL Ur ABOVE TO PROVIDE 5 FOR C7ROIUTINC7. 54RDUT EA. CELL :.N CHANNELS. EA( H SIDE. 4" 0 BOLT THRU EXIST. �LOCK OR PORTION )F. TO DETAIL :OR SUPPORT Ill. EX15TINC7 ER5. 6 INDICATES EXTENT OF :I CELLS (TYPJ 67ROUT #5 REBAR 6" INTO i 4 SET IN 5IMP50N 5TRON6 Xy (TYPJ. ELr=\/A710N AT MASONR"�' INFILL 56016: 50' -- 1'-0' KNO( K OUT FACE SHELL OF BLOCK ABOVE TO PROVIDE - AC-CE55 FOR &ROUTIN6. 50LID 6ROUT (DRY PACK) CELLS 4 FACE SHELL ACCESS HOLES FLUSH Al IN51DE FACE OFKALL. 50LID OROUT EA. CELL BETHEEN CHANNELS IN 4'-0" SECTIONS. 3/41 0 A-301 THRU BOLTS. STEEL CHANNELS PER PLAN OR ELEVATIONS. (4) 3/4" 0 A-301--, THRU BOLTS. 0 BOT. OF NOTE: BOLT 51ZE AND 4" 5" o4l' .411 21.On 2.1 2-0# 24" 01C. PLACEMENT PER L2N 17 ELEVATIONS DRAAN. N/F 510"/ 311b" V 1 1/2' 0 12" /SUPPORT t 1/4"x4'-O' LON6. (PLACE IN SECTIONS NO LONr7ER '*_�FACE OF M.O. THAN 4'-0") NOTE: REMOVE EXIST. BLOCK 4 HATCHINC, INDICATES EXTENT SHORE AS REO'D IN 4'-0" OF VERT. REINF. IN ISROUT SECTIONS. ALLON C-RaT FILLED CELLS PER PLAN TO CURE BEFORE REMOVIN& 4 ELEVATIONS. THE NEXT 4'-0" SECTION. NOTE: PRIOR TO FABRICATIN6 CHANNELS IT 15 5TRON6LY WO&ESTED THAT A PACHOMETER 5TUDY (TO VERIFY THE LOCATION OF THE STEEL IN THE EXIST. 5TRUCnRE) BE UNDERTAKEN TO AVOID PROBLEMS IN THE INSTALLATION OF THE DRILLED IN ANCHORS. CHANNEL$ PLACED EACH 51DE OF EX15TIM HOLLO MA50NRY HALL, INSTRUCTION FOR REMOVAL OF EX15TINQ HALL NOTE. 1. INSTALL ALL JAMB VERTICAL REINFORCINO FOLLON THESE CHANNEL INSTALLATION 4 OROUT PER PLAN. IN5TRU( TION5 AT NEN CHANNEL HEADERS 5HONN ON ARCHITECTURAL DRANN65. 2. PLACE ( ONT. CHANNELS (PER PLAN) EA. 51DE OF HALL AT NEA MD. H/ 3/4'0 THRU BOLTS. (SEE DETAILS TH15 SHEET). 3. REMOVE 4'-0" MAX. SECTION OF HALL AV INSERT NEN SUPPORT t's THRU HALL AND HELD TO BOTTOM OF CHANNELS EA, SIDE. 4. 6ROUT CELLS BETHEEN ( HANNEL5. 5. AFTER ALL STEEL 15 PLACED MD KELDED 4 6RMT 15 POURED 4 CURED, 4'-0' SECTION OF HALL CAN BE FULLY REMOVED, 6. BACK SHORE ( HANNELS AT ( OMFLETED 4'-0" HIDE SECTION PRIOR TO REMOVAL ADJALENT SECTION. 1. AFTER STEPS 2 THRU 5 ABOVE ARE COMPLETE FOR ALL SECTIONS, 5HORINO CAN 13E REMOVED AFTER 6ROUT MEETS OR EXCEEDS 3000 P.5.1. T"IrFICAL CONNECTION C AT Nr:A CHANNEL LINTr:LS SDI ) NO SCALE: a. z w 0 z J ILL w In w TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE CLRRENT MINIMUM BUILDING CODES. C i &E L N E R P. E. 110V C 2 13 P.E, J920M�2-� WEBER AND TINNEN, P.A. STRUCTURAL ENGINEERS CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FIL 33701 (727) 823-0675 AA26000587 ow Em I STANDARD DETAILS @)THESE DRAWING$ & THEIR CONTENTS ARE THE $OLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS, SCALE: AS NOTED USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. UNAUTHORIZED USE WILL BE PROSECUTED. 0 SD1 MECHANICAL SYMBOL LEGEND SYMBOL DESCRIPTION S/S STAINLESS STEEL DWG DRAWING AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE W/ WITH W/o WITHOUT AUTO AUTOMATIC -APPROX. APPROXIMATE N.O. NORMALLY OPEN N.C. NORMALLY CLOSED C. COMMON (ALWAYS OPEN) F.O. FAIL OPEN F.C. FAIL CLOSED N.T.S. NOT TO SCALE _ SIGNAL TYPE (AI,AO,DI,DO) — FUNCTIONAL DESCRIPTION CONTROLS SYMBOL LEGEND SYMBOL DESCRIPTION (E) EXISTING Al ANALOG INPUT AO ANALOG OUTPUT DI DIGITAL INPUT DO DIGITAL OUTPUT ss START/STOP SIGNAL IFF FLOW FEEDBACK/STATUS SIGNAL WR CHILLED WATER RESET 4-20 mA SIGNAL VM PID VALVE MODULATION T TEMPERATURE SENSOR/TRANSMTTTER p PRESSURE SENSOR/TRANSMITTER DP PRESSURE DIFFERENTIAL SWITCH SID SETPOINT M MOTORIZED DAMPER ACTUATOR H HUMIDITY SENSOR/TRANSMITTER CO2 CARBON DIOXIDE SENSOR/TRANSMITTER TS THERMOSTAT HS HUMIDISTAT PF PROPORTIONAL, UNEARIZED FEEDBACK 4-20MA SIGNAL TID TIME DELAY (RELAY OR SOFTWARE LATCH) CT CURRENT TRANSDUCER WITH GO/NO GO MONITOR CAPABILITY O.A. OUTSIDE AIR Ls LIMIT SWITCH "AND " LOGIC GATE THREE INPUT "AND " LOGIC GATE "OR w LOGIC GATE TWO INPUT mOR m LOGIC GATE DO SIGNAL OUT OF DIGITAL (EMCS) SOFTWARE INTO HARDWARE DI SIGNAL OUT OF HARDWARE INTO DIGITAL (EMCS) SOFTWARE X CONTROL RELAY HOLDING COIL NORMALLY OPEN CONTROL RELAY CONTACT NORMALLY CLOSED CONTROL RELAY CONTACT THERMOSTAT - CLOSE ON TEMPERATURE RISE SINGLE POLE SWITCH 'NOT"INPUT LOGIC MECHANICAL SYMBOL LEGEND SYMBOL DESCRIPTION 9 9 45 DEGREE OFFSET SUCTION DIFFUSER PIPE ANCHOR PIPE EXPANSION GUIDES MANUAL AIR VENT AUTOMATIC AIR VENT VIBRATION ISOLATOR THERMOMETER WITH NEEDLE VALVE PRESSURE OR VACUUM GAGE WITH NEEDLE VALVE c COMPOUND PRESSURE OR VACUUM GAGE WITH NEEDLE VALVE 0 T - THERMOSTAT H HUMIDISTAT LUGGED BUTTERFLY VALVE ANGLE GATE VALVE W/ HOSE BIB PRESSURE REDUCING VALVE 3-WAY CONTROL VALVE FLOW MONITOR >G<1 2-WAY CONTROL VALVE GATE VALVE IN RISE FLANGED CONNECTION LUGGED BUTTERFLY VALVE IN RISE NEEDLE VALVE SHUT-OFF VALVE --CA*- GLOBE VALVE PIPE UNION COMBINATION CALIBRATED BALANCING VALVE WITH MEMORY STOP AND SHUT-OFF VALVE P/T PRESSURE /TEMPERATURE PWG SWING CHECK VALVE GAS PLUG VALVE _lsctk Y-TYPE STRAINER WITH BLOW DOWN AND VALVE --&- SHUT-OFF VALVE IN VALVE BOX AA ASME TEMPERATURE AND PRESSURE RELIEF VALVE SPRING CHECK VALVE COMBINATION MAGNETIC MOTOR STARTER FUSIBLE DISCONNECT SWITCH VFD VARIABLE FREQUENCY DRIVE MECHANICAL SYMBOL LEGEND SYMBOL DESCRIPTION TRIPLE DUTY VALVE (CALIBRATED BALANCING, SHUT-OFF AND CHECK) EXISTING TO REMAIN EXISTING TO BE REMOVED NEW DU HEATER FLOW SWITCH SPLIT SYSTEM AIR HANDLER CONDENSING UNIT GRAVITY VENT EXHAUST FAN CONNECTION POINT OF NEW TO EXISTING KEYED NOTE DIAMETER —CHWS— CHILLED WATER SUPPLY —CHWR— CHILLED WATER RETURN _CD— CONDENSATE DRAIN PIPE DOWN PIPE UP BRANCH CONNECTION OFF TOP e BRANCH CONNECTION OFF BOTTOM I BRANCH CONNEC11ON OFF SIDE - 3 CAP ON END OF PIPE MECHANICAL SYMBOL LEGEND SYMBOL DESCRIPTION NESTED RADIUS BRANCH TAKE -OFF NESTED RADIUS TEE NESTED SQUARE/RECTANGULAR BRANCH TAKE -OFF SUPPLY DUCT (SECTION) SUPPLY AIR DEVICE W/ 9(Y SECTORIZED BAFFLES PROVIDED IN SHADED QUADRANTS z RETURN/EXHAUST DUCT (SECTION) ------ SUPPLY AIR RETURN/EXHAUST AIR LOUVERED DOOR, DOOR LOUVERS SHALL BE MINIMUM 12" X 12". UNLESS OTHERMSE NOTED ON THE DRAWNGS. THIS CONTRACTOR SHALL COORDINATE ALL DOOR LOUVERS MTH DOOR INSTALLAT10N CONTRACTOR PRIOR TO BID. UNDERCUT DOOR, DOORS SHALL HAVE A 3/4 INCH UNDERCUT. THIS CONTRACTOR SHALL COORDINATE ALL DOOR UNDERCUTS WITH DOOR INSTALLATION CONTRACTOR PRIOR TO BID. R RISE IN DUCT ELEVATION D DROP IN DUCT ELEVATION 90 DEGREE SQUARE ELBOW WITH TURNING VANES DUCT TEE WITH TURNING VANES AND SPUTTER RADIUSED ELBOW WITH TURNING VANES VD VOWME DAMPER ACCESS DOOR IN BOTTOM OF DUCT ACCESS DOOR IN SIDE OF DUCT FLEXIBLE CONNECTION IN DUCT BRANCH TAKE OFF WITH SHOE FITTING SPIN -IN FITTING WITH VOWME DAMPER DUCT TRANSITION OR PIPE TRANSITION DIRECTION OF FLOW RECTANGULAR TO ROUND TRANSITION (SINGLE LINE) MOTORIZED DAMPER SMOKE DETECTORS, WITH 6X6 ACCESS DOOR RIGID TO FLEXIBLE DUCT TRANSITION 41 4\ FD/AD FIRE DAMPER WITH ACCESS DOOR 41 SD/A+D SMOKE DAMPER WITH ACCESS DOOR RECTANGULAR TO ROUND TRANSITION (DOUBLE LINE) TV DUCT TEE WITH TURNING VANES AND SPUTTER DAMPER [TV 90 DEGREE SQUARE ELBOW WITH TURNING VANES L%l vD VOLUME DAMPER —AD ACCESS DOOR IN DUCT BRANCH TAKE OFF WITH SHOE FITTING PIPE DOWN 0 PIPE UP _6— BRANCH CONNEC11ON OFF TOP (D BRANCH CONNECTION OFF BOTTOM I BRANCH CONNECTION OFF SIDE ---3 1 CAP ON END OF PIPE z 04 Lu cm rm- 0 co E;' z u US Z 0 X cli LU 04 E6, � C 04 LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY NOTE: ARROYO NOT ALL SYMBOLS SHOWN IN THIS LEGEND MAY NECESSARILY APPEAR IN ARCHITECTS THESE DOCUMENTS. ADDITIONAL SYMBOLS MAY BE DERNED ELSEWHERE IN 800 SECOND AVENUE SOUTH SPECIFIC DRAWINGS. ST. PETERSBURG, FL 33701 (727) 823-0675 Xlk26000587 MECHANICAL. S*TOM50L. L-EISEN=� M0.0 1/81, - I,-oll N 0 I GENERAL NOTES I *DOVM LOVr NDOWN LOVr 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF DEMOLITION WORK NTH OTHER TRADES TO AVOID CONFLICTS. 2. ALL EQUIPMENT SCHEDULED FOR DEMOLITION SHALL BE PRESENTED TO OWNER FOR THE FIRST RIGHT OF REFUSAL. SHOULD THE OWNER REFUSE, ALL EQUIPMENT SHALL BE DISPOSED OF IN A PROPER MANNER. 3. EXISTING EQUIPMENT, LOCATIONS, AND DATA ARE BASED ON EXISTING DRAWING DATA. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS. 4. ANY EXISTING WALL, ROOF, FLOOR, EQUIPMENT, ETC. DAMAGE DURING DEMOLITION OR CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO MATCH EXISTING. COORDINATE NTH GENERAL CONTRACTOR AND/OR OWNER. I KEYEDNOTES REMOVE ANY EXISTING DUCTWORK, DUCT SUPPORTS, HVAC EQUIPMENT, ETC. WITHIN DASHED LINE UNLESS OTHERWISE NOTED. (DREMOVE EXIS71NG INTAKE LOUVER AT GENERATOR ROOM, WERE SHOWN. REMAINING OPENING TO BE BLOCKED IN PER ARCHITECTURAL PLANS. (DWHIERE SHOWN, CONTRACTOR SHALL CAP, SEAL, AND INSULATE EXISTING DUCTWORK PRIOR TO PENETRA71NG THE 1—HOUR FIRE RATED WALL COORDINATE WITH ARCHITECTURAL PLANS TO MAINTAIN INTEGRITY OF FIRE RATED WALL OEXISTING WASHER/DRYER TO BE RELOCATED. REMOVE ANY ASSOCIATED DRYER EXHAUST DUCT AND CAP PENETRATION OF EXISTING BUILDING EXTERIOR. oil of#, L L T�A N, IA P, c1l ce Z U2 0 Z zo So z U C4 0 ca Lcz z 0) No@ PF, C W 04 04 LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 0 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 AA26000587 1;)EMOlw I T I ON Fl=AN - MECHAN I CAL M:2 .1 1/811-11-0110 0 I GiENERAL NOTES I 13R Wm- Bath LIL�A . . . . . . . . . .......... .............. .......... .......... .......... ......................... .......... .......... .......... ... ... .... ... ... .... ... ... .... ... ... .... . .. ... .... .... ... ... .... ... ... .... ... ... .... ... ... .... ... ... ... ... ... .. .... ... .. .... ... ... .... ... ... .... ... ... ... .... 5 1 - - ---- �7 . . . . . . . . . ............ ........... .................... .................. ............... ...... ....... Z. j --- ------- : --- ------- zzz= -- - ------- .1 ...... --- ------ -- .. ... ..... . .... -- ------- . . . ..... - --_--------------------- office Office Office eports Plans Officer's R 10 Bunk Office C mm. Review Lobby Gear B ------------ -- Room 110 1 5 1 0 Corridor V10 13 7 ------ 77 0 10 51� -------- .................... ------------------------- - - -- ---- - ------ ------- --------- ............ .............. Office UM womilliii__ Corridor Stor. 14X1 4 790 108 ____jV1 _Q�rridor . .................... .... ... rT 10 A . ........... . ..... ..... .. .... . ....... ----- - .................. ....... ............. N .. ......................... ... ................... ........ Storage Apparatus Apparatus Bay Bay Q 117 102 0 0 Fire Marshal's F 128 12 ........... .. ... 60 .................. x Office 3 355 F TO AH-�,.l 1 SLOPE EF Corridor 1000----i. T AH rAH 0 B ----- Rece tion Kitchen .... . ption 00 L Decontamination, G 2 5 N 340 4" ... .... ... Men 4. ON 6 or L -6- --------------- ...................... ....... Dayroom ............. . ---------- --------------- ATED ............... ........................................................... .... ........ ... - --- --- 5 ............ . ............. F : ---------- k�itroorn EXISTING A6X1 —jr0.7 --- OUTSIDE AIR ! 1 F1_06_A�]_V WO 7/_ 1 5 Tee F 2 1 - XITor T-55 : -.1111 i - - , ." WASHER/DRYER DUCT --------- 4 T o r ... .. ............. ------------------------------------ ......... . ........................ .. .............. . ..... .......... L-- ---- ---- --- : . ... .... .... ... ... .... .. ...... ODOWN LOW" ODOWN LOW` 1. CONTRACTOR SHALL INSTALL MECHANICAL EQUIPMENT IN ACCORDANCE NTH ALL STATE AND LOCAL CODES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRANSITIONS, nT11NGS, ELBOWS, DUCTWORK, PIPING, SUPPORTS, ETC. NECESSARY FOR A PROPER INSTALLATION AND OPERATION OF NEW HVAC SYSTEM. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF INSTALLATION WORK WITH OTHER TRADES TO AVOID CONFLICTS. 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF NEW MECHANICAL EQUIPMENT NTH NEW LIGHT LOCATIONS, TILE LOCATIONS, ETC. REFER TO ARCHITECTS REFLECTED CEILING PLAN LAYOUT. 5. ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 6. ANY WALL, ROOF, FLOOR, EQUIPMENT, ETC. DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO MATCH EXISTING. COORDINATE WITH GENERAL CONTRACTOR AND/OR KEYED NOTES (DCONDENSING UNIT SHALL BE UNRESTRICTED ABOVE UNIT TO 100". CONDENSING UNIT SHALL BE LOCATED SO THAT ROOF RUN-OFF DURING HARD RAIN SHALL NOT FALL DIRECTLY ON UNIT. I (DSIZE AND NUMBER OF REFRIGERANT UNES PER MANUFACTURER'S RECOMMENDATION. (DPROVIDE CLEAN OUT IN CONDENSATE DRAIN PIPING WPHERE SHOWN. CLEAN OUT SHALL BE ACCESSIBLE ABOVE LAY IN CEILING IN CORRIDOR. CONDENSATE DRAIN PIPING SHALL BE ROUTED BELOW GRADE TO DRYWELL WERE SHOWN. DRYWELL SHALL BE INSTALLED IN ACCORDANCE WITH MECHANICAL DETAILS FOUND ON SHEET M3.1. (DROUTE PIPING DOWN EXTERIOR WALL, NEXT TO DOWNSPOUT, INSIDE OF FABRICATED SS PIPING COVER REFER TO MECHANICAL DETAILS FOR MORE INFORMATION. CDROUTE 40 RIGID UNLINED ELBOW AND DUCT OVERHEAD FRON DYER VENT TO GRAVITY VENT, GV-1, ON ROOF. TRANSITION 4" RIGID DUCT TO GRAVITY VENT INLET DIMENSIONS WITH SMOOTH CONCENTRIC SQUARE TO ROUND DUCT FITTING. BASED ON GE SUPER 6.0 CAPACITY ELECTRIC DRYER. 170 CFM1, 20 FT. OF DUCT. AND TWO ELBOWS. COORDINATE EXACT SIZE AND ROUTING BASED ON DRYER MANUFACTURER'S SPECIFICATIONS. PROVIDE A MEANS FOR CLEANOUT AT LOW POINT OF VERTICAL RISE. ROUTE REFRIGERANT PIPING CONCEALED WITHIN NEW WALL TO ABOVE CEILING. I BRANCH DUCT NOTES I 1. ALL BRANCH DUCT WORK SHALL BE EQUIPPED NTH A CONICAL, BELLMOUTH OR 45' TAKE OFF WITH VOLUME DAMPER. DAMPER SHALL BE STANDOFF TYPE NTH INDICATING AND LOCKING QUADRANT HANDLE. REFER TO MECHANICAL DETAILS FOR APPROVED BRANCH DUCT TAKE -OFF TYPES. 2. PROVIDE OPPOSED BLADE DAMPER ADJUSTABLE FROM FACE AIR DEVICE FOR ALL AIR DEVICES LOCATED IN HARD CEILINGS. 3. BRANCH DUCT TAKE -OFFS ARE SHOWN DIAGRAMMATICALLY. WERE SIDE DIMENSION OF DUCT DOES NOT ACCOMMODATE HEIGHT OF TAKE -OFF CONTRACTOR MAY CONNECT TO BOTTOM OR TOP OF MAIN DUCT. CC Emi Ulm run PEI w Pq Z 0 z. z 0 U 130 z Ito .4 S 0 W . Cq E- E; C4 @ LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 AA26000587 0 r-LOOR PLAN - MECHANICAL M:2-:2 1 8" 11 -_0" 0 0 0 AIR HANDLING UNIT REFER TO CHART BELOW FOR SIZES CLEAN —OUT PLUG CLEAN —OUT PLUG CLEAN —OUT PLUG UNION I, PIPE TO DRAIN H (1" FOR EACH 1" OF MAXIMUM NEGATIVE STATIC PRESSURE) + 1- J HALF OF H L H + J + PIPE DIAMETER + INSULATION THIS DETAIL IS FOR DIAGRAMMATIC PURPOSES ONLY. REFER TO MANUFACTURER'S SPECIFICATIONS FOR PROPER TRAPPING AND INSULATION. CONDENSATE PIPE SIZE COOLING COIL MBH/TON 0 (INCH) UP TO 24/2 V4 UP TO 60/5 1 UP TO 360/30 1% /r'A UP TO 600/50 lh NOTE-7 NOTE 0 REFER TO AIR HANDLER SCHEDULE FOR COOLING COIL MBH/TON. TYPICAL CONDENSATE DRAIN/TRAP DETAIL NO SCALE FASTEN SUPPORT STEEL TO EXISTING STRUCTURE ALL THREAD ROD---\ PLACEMENT SHALL NOT PROHIBIT ANY SERVICING AND/OR MAINTAINING OF AIR HANDLER RA ===—ALL THREAD ROD W/VIBRATION ISOLATOR (TYPICAL) r FLEXIBLE AIR HANDLER CANVAS (TYP-) CD SA r-F /---CONEDENSATE I PUMP RUN ALL THREAD ROD ---J REFRIGERANT PIPING---J " TRAPPED THROUGH UNISTRUT TO CONDENSING UNIT CONDENSATE DRAIN UNDERNEATH UNIT AND OUTSIDE FASTEN SECURELY WITH NUT AND WASHER. (TIT? - ) KEYED NOTES (DAUXILIARY DRAIN PAN, NTH FLOAT SWITCH. PAN TO EXTEND 13EYOND AIR HANDLER, VALVE PACKAGE, AND CONDENSATE PUMP. QREFER TO FLOOR PLANS FOR CONTINUATION OF CONDENSATE PIPE ROUTING. AIR HANDLER DETAIL NO SCALE TYP. OF AH-3 BUCKLEY MODEL 3300D 45* BRANCH CONNECTION NO SCALE (TYPICAL) VOLUME DAMPER NTH EXTENDED STEM IS REQUIRED WHEN DUCT IS EXTERNALLY WRAPPED. PROVIDE NTH STAMPED, INDICATING LOCKING QUADRANT HANDLE. 45' BRANCH CONNECTION NO SCALE (TYPICAET 0 L = 1/4- W OR 4-MINIMUM (D TO BRANCH DUCT 4g) CAULK AIR —JOINT AIR—TiGHT IPER NTH EXTENDED STEM IS REQUIRED WHEN DUCT SERVING SIDEWALL AIR DEVICE. PROVIDE NTH STAMPED, INDICATING LOCKING QUADRANT HANDLE. SUPPLY DUCT (SEE DUCT SEALER AT SPIN —IN COLLAR CONNECTION TO MAIN PLANS FOR SIZES) VOLUME DAMPER W/LOCKING QUADRANT AND 2- STANDOFF MAX. SAG 1/2- PER FOOT BETWEEN SUPPORT POINTS ADJ. S.S. CLAMP UPPER ATTACHMENT PER SMACNA FLEXIBLE DU CT 6'-0" MIN. TO 10'-0" LLA .. LL uU MAX. LENGTH MAX. D/8 OFFSET ALLOWED IN'LAST D INCHES TO DEVICE WHERE D IS THE INTERNAL FLEX D I M T IAMETER NECK SIZE TO MATCH FLEX DUCT SIZE INDICATED DUCT SEALER NYLON CABLE TIE INSULATE TOP PANEL OF LAY —IN DIFFUSER CEILING FLEXRIGHT FLEXIBLE DUCT ELBOW OR AIR DISTRIBUTION DEVICE, SEE EQUIVALENT SCHEDULE. LAY —IN SHOWN, SURFACE MOUNT SIMILAR CEILING T—BAR SHOWN HARD CLG. SIMILAR FLEXIBLE DUCT NOTES 1. FLEXIBLE DUCTS SHALL BE ONE—PIECE AND SHALL NOT BE SPUCED TOGETHER. 2. EXTEND FLEXIBLE DUCT INSULATION TO DUCT/DIFFUSER PANEL INSULATION AND SEAL NTH MASTIC. 3. MIN. 1" WIDE 22 GALV. STRAP HANGER NTH HEMMED EDGES PER SMACNA FIGURE 3-10. 4. FLEXIBLE AIR DUCT SHALL BE FULLY EXTENDED AND NOT COMPRESSED WITH ELBOW RADIUS NO LESS THAN R/D — 1.0 TYPICAL SUPPLY FLEXIBLE DUCT DETAIL NO SCALE flename: MD91 disk no.: #02 RETURN DUCT (SEE DUCT SEALER AT SPIN —IN COLLAR CONNECTION TO MAIN PLANS FOR SIZES) VOLUME DAMPER W&OCKING QUADRANT AND 2m STANDOFF MAX. SAG 1/2- PER FOOT BETWEEN SUPPORT POINTS - --------- ........ EXTERIOR WALL UPPER ATTACHMENT PER SMACNA INSULATE L CAULK JOINTS AIR TIGHT REFRIGERANT PIPING FLEXIBLE DUCT 6'-0" MINIMUM INSIDE FACE OF WALL—\ PER SPECIFICATIONS. TO 10'—Om MAXIMUM LENGTH NUMBER AND SIZE ADJ S S MAX i D/8 OFFSET ALLOWED IN PER MANUFACTURER SLEEVE WATER RESISTANT FIRE RECOMMENDATION. ECCENTRIC TRANSITION CLAM P' LAST D INCHES TO DEVICE —PROVIDE NTH ALUMINUM NO SCALE (TYPICAL) WHERE D IS THE INTERNAL CAULK (TYPICAL) m JACKET PER 15260 FLEX DIAMETER. 7,77 77 777'�Z'�z zz;z'�zj A NECK SIZE TO MATCH FLEX REFRIGERANT PIPING DUCT SIZE INDICATED UP ALONG WALL TO DUCT SEALER UNIT. 40 CONCRETE PAD CEILING T—BAR SHOWN HARD CLG. SIMILAR NYLON CABLE TIE FLEXRIGHT FLEXIBLE FINISHED FLOOR TYPICAL CONICAL TAP FOR BRANCH DUCTS, REQUIRES DUCT ELBOW OR SQUARE TO ROUND FINISHED ACCURATE HOLE CUT EQUIVALENT TRANSITION GRADE 311 /lz TYPICAL BELLMOUTH TAP FOR BRANCH DUCTS, INSULATED PIPE *3 PIPE REQUIRES ACCURATE HOLE CUT Mil ING ZAIR DISTRIBU71ON DEVICE, SEE SCHEDULE. 3 ST LAY —IN SHOWN, SURFACE MOUNT SIMILAR SCHEDULE 40 STEEL FLEXIBLE DUCT NOTES PIPE SLEEVE OUTSIDE WALL VOLUME DAMPER NTH EXTENDED STEM IS REQUIRED 1. FLEXIBLE DUCTS SHALL BE ONE—PIECE AND SHALL NOT BE SPLICED TOGETHER. WHEN DUCT IS EXTERNALLY WRAPPED. PROVIDE WITH EXTEND FLEXIBLE DUCT INSULATION TO DUCT/DIFFUSER PANEL INSULATION AND SEAL MINERAL WOOL PACKING STAMPED, INDICATING LOCKING QUADRANT. 2. NTH MASTIC. 3. MIN. 1" WIDE 22 GALV. STRAP HANGER NTH HEMMED EDGES PER SMACNA FIGURE 3-10. ALTERNATE FITTINGS TO BE USED WHEN DUCT HEIGHT 4. FLEXIBLE AIR DUCT SHALL BE FULLY EXTENDED AND NOT COMPRESSED WITH ELBOW DOES NOT PERMIT THE USE OF THE FULL SIZE RADIUS NO LESS THAN R/D = 1.0 —BELLMOUTH BELLMOUTH/CONICAL TAP INCLUDE: MINI 5. HANGERS, SADDLES AND OTHER SUPPORTS SHALL MEET THE DUCT MANUFAUFACTURE'S NOTE: (M—BMD), OVAL—BELLMOUTH (FOBMD) AND STD 45- RECOMMENDATIONS AND SHALL BE OF SUFFICIENT WIDTH TO PREVENT RESTRICTION OF CONTRACTOR SHALL SUBMIT U.L. APPROVED PENETRATION DETAIL FOR PENETRATIONS IN RECTANGULAR TO ROUND (3300D) THE INTERNAL DUCT DIAMETER. IN NO CASE SHALL THE MATERIAL SUPPORTING RATED WALLS AND FLOORS. FLEXIBLE DUCT THAT IN DIRECT CONTACT NTH IT BE LESS THAN 11 INCHES (38mm) WIDE. TYPICAL WALL S VE DETAIL TYPICAL REFRIGERANT PIPING DETAL TYPICAL BRANCH TAKE -OFF DETAILS RETURN FLEXIBLE DUCT DETAIL NO SCALE filen.m.; MM NO SCALE filename: MD124 NO SCALE NO SCALE disk no.: #02 ANGLED VALVE SOLENOID EXPANSION BUILDING LIQUID SITE GLASS VALVE LIQUID DIST. (TYP'.) .. ... ... ...... ... DRYER SHUTOFF 18 G.A. 1-1/4 WIDE SLEEVE AND SEAL-\ ANGLED, PRE —DRILLED, WATER TIGHT CLEANOUT — DURA—COATED CAST IRON FERRULE WITH S.S. HURRICANE STRAP. THREADED BRONZE COUNTER SUNK CLEANOUT PLUG. PRESSURE TAP 2 PER SIDE. TYPICAL rl REFER TO PLANS FOR SIZES. CONDENSING UNIT S.S. REFRIGERANT ZURN Z-1 440—BP JOSAM 58500-22 J.R. SMITH 4031—PB 12" x 12* x 4" THICK FIBER SUCTION C 7 NUT, BOLT AND LOCK WASHER NEOPRENE ISOLATION MATCH EXISTING REINFORCED CONCRETE PAD COOUNG COIL 46" GALVANIZED STEEL DOUBLE DEFLECTION COVER PAINTED T NTH FENDER WASHERS PAD (ONE AT EACH DOWNSPOUT %9MLE CFKM ON EACH SIDE. CORNER). SIMPSON 6" PROVIDE CLEANOUT IN UNDERGROUND CONDENSATE DRAIN. WEDGE —ALL THICK CONCRETE REFER TO EXTERIOR CONDENSATE CLEANOUT DETAIL. GRADE OR EXPANSION VALVE PAD (MIN. 2000 PSI PAVING LIQUID LIQUID DIST. (TYP.) COVER TO BE FLUSH ABOVE GRADE . A A.. 'A* A .4 ....... ......... ..... 8" PVC TEE FITTING LIQUID KEY NOTE: EXTENSION SAME SIZE AS CONDENSATE LINE .......... W S.S. WEDGE —ALL ANCHOR (BY SIMPSON OR EQUAL) EMBEDDED DEPTH sm 2V4- ......... .......... .......... MIN., AT MIN. 50 FROM CONCRETE EDGE,IN MIN. 2000 PSI CONCRETE. ALLOWABLE SUCTION LOAD 740 LBS. BASED ON 4.0 SAFETY FACTOR. . ....... 3/4-0 CONDENSATE DRAIN (SEE ANS) COOUNG COIL 36" ...... PL ASHER S�ITEGLASS L DR R SHUTOFF 8- nkjnrkjCATr n0AW tCrC 01 AMCI ... ..... EQUALIZER LINE (TYP.) MIN TO DRYWELL FROM AH SUCTIONa 2400 VIT. CLAY PIPE FILLED W/2- STONES DUAL CRCUT NOTE: PROVIDE SUCTION AND LIQUID LINES PER CU MANUFACTURER RECOMMENDATION TYPICAL DX COIL PIPING DIAGRAM CU ANCHOR STRAP TYPICAL DRYWELL DETAL EXTERIOR CONDENSATE CLEANOUT DETAIL NO SCALE filename: MD38 NO SCALE filename: MD111A NO SCALE NO SCALE 21 z 14 1_4 off, % 6, tf. a " , 4. r nel'77� cn 0 Z z z0 cc) B; z U ce 0 1-4 z c k 2 0 ' 0 0 0 LLI . 04 E- FD WN L)@ LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 AA26000587 MEnHANIeSAL IDETAILS 1'vZ�.l 1/81, = r-oll 0 m HEIGHT SEALANT (TYP ALL SIDES) EMLF6375DXD W/UNIVERSAL FLANGE FRAME EXTERIOR FLUSH NTH WALL FIRAW IINSTALLATM DETAL FLEXIBLE CONNECTION. (TYPICAL) -\ M 2-11. ot 12-W/-UFF10 FRAME 17-W/-UFF15 FRAME MAX. WALL DEPTH 10"-UFF10 15"-UFF1 5 SEAL (TYP. ALL SIDES) 1 1/2' x 1 1/2' x Y4' THICK CONT. ALUM. ANGLE W/ #14 X 1' TEKS, 3' FROM CORNERS & 12' C-C BETWEEN. MULLION SUPPORT, 5" DEEP, AT MULTISECTION JOINTS ONLY I PLENUM UFF SLEEVE, CONTINUOUS AT PERIMETER WATERPROOF SEALANT SLOPE BOTTOM OF SHEET METAL PLENUM IN TWO DIRECTIONS AND LOCATE DRAIN AT LOW POINT DRAIN TO OUTSIDE 3/4-0 THREADED CAP :CLEANOUT PORT. 3/4-0 PVC CEILING NO SCALE THREADED ROD HANGER TRAPEZE NTH VIBRATION ISOLATORS (TYP-) INTEGRAL BACKDRAFT DAMPER IN -LINE FAN HINGED ACCESS SIZED FOR COMPLETE FAN REMOVAL NOT REQ'D IN 2X4 LAY -IN CLG. TYPICAL IN- LINE FAN INSTALLATK)N DETAIL NO SCALE z�j i-o E-� :9 z U ce rn 'tm� 0 0) PL4 q LU 04 LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY flename: MD43 disk no.: I + ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 AA26000587 m MECHANICAL L7ETAILS M5.07) 1/811-11-0110 m 0 AIR DEVICE SCHEDULE MARK FACE SIZE NECK SIZE MATERIAL ACCESSORIES I FINISH MANUFACTURER AND MODEL I NOTES A 24X24 600 ALUMINUM — — TITUS—PAS—AA B 24X24 8wo ALUMINUM — — TITUS—PAS—AA C 24X24 1000 ALUMINUM — — TITUS—PAS—AA F 12X12 6NO ALUMINUM — — TITUS—TDC—AA 00 L 24X24 22X22 ALUMINUM — — TITUS-50F (DW Li 16X16 16X16 ALUMINUM BIRDSCREEN KYNAR RUSKIN—ELF6375DXD 00 L2 12X12 12X12 ALUMINUM BIRDSCREEN KYNAR RUSKIN—ELF6375DXD M 12X12 loxio ALUMINUM TITUS-50F 16X16 14X14 ALUMINUM TMS-300FL (D FLEX DUCT SIZE TO MATCH NECK SIZE. MINIMUM LENGTH OF FLEX SHALL BE 6'-0- TO MAXIMUM LENGTH OF 10'-0", BALANCE OF DUCT SHOWN ON PLAN SHALL BE RIGID STEEL DUCT SAME SIZE AS NECK SIZE, EXTERNALLY INSULATED. PROVIDE RUNOUT BRANCH DUCT TO AIR DEVICE SAME SIZE AS AIR DEVICE NECK UNLESS OTHERWISE NOTED ON PLANS. PROVIDE O.B.D. MODEL # AG-15—AA FOR AIR DEVICES IN HARD CEILING. PERFORATED FACE AIR DEVICE. ALUMINUM A X A X Vt GRID HORIZONTAL RUNOUT BRANCH DUCTS SERVING A SINGLE AIR DEVICE WITH: 95 C.F.M. OR LESS SHALL BE 6*0 RIGID STEEL DUCT AND TRANSITION TO 6*0 FLEX DUCT PRIOR TO AIR DEVICE, 100 TO 200 C.F.M. SHALL BE 8"0 RIGID STEEL DUCT AND TRANS11ION TO 8"0 FLEX DUCT PRIOR TO AIR DEVICE, 205 TO 370 C.F.M. SHALL BE 10*0 RIGID STEEL DUCT AND TRANS11ION TO 1000 FLEX DUCT PRIOR TO AIR DEVICE, 375 TO 600 C.F.M. SHALL BE 12*0 RIGID STEEL DUCT AND TRANSITION TO 12"0 FLEX DUCT PRIOR TO AIR DEVICE, 605 TO 900 C.F.M. SHALL BE 14"0 RIGID STEEL DUCT AND TRANSITION TO 14*0 FLEX DUCT PRIOR TO AIR DEVICE, ALL ELSE SHALL BE 22XlO AND TRANSITION TO 22X22, UNLESS OTHERWISE NOTED. MINIMUM LENGTH OF FLEX SHALL BE 6'-0* TO MAXIMUM LENGTH OF 10'-0'. AIR DEVICES USED FOR THE TRANSFER OF AIR DO NOT REQUIRE O.B.D. OR FILTER. Q) PROVIDE WITH SHEETMETAL PLENUM 12 INCHES DEEP (UNLESS OTHERWISE NOTED) X FACE DIMENSION FOR TRANSITION OF LOUVER TO DUCT. REFER TO MECHANICAL DETAILS FOR MORE INFORMATION. LOUVER IS MIAMI—DADE COUNTY, FLORIDA APPROVED FOR MAXIMUM WINDLOAD OF :L148 PSF. ASSEMBLE ACCORDING TO MANUFACTURERS INSTRUCTIONS TO MAINTAIN RATING. AIR DEVICE GENERAL NOTES: 1. ALL UNITS FOR LAY —IN T—BAR GRILLE SHALL BE PROVIDED WITH TYPE 3 BORDER CEILING MODULE (24X24). 2. ALL AIR DEVICES SHALL HAVE PAINTED WHITE FINISH UNLESS COLOR COORDINATED WITH ARCHITECT. 3. PROVIDE SQUARE TO ROUND TRANSITIONS AS REQUIRED FOR COORDINATION OF DUCT AND AIR DEVICE NECK. 4. COORDINATE FRAME TYPE NTH LATEST ARCHITECTURAL REFLECTED CEILING PLAN. 5. INSULATE THE TOPS OF ALL SUPPLY AIR DEVICES, REFER TO SPECIFICATIONS. 6. AIR DEVICES LOCATED IN HARD CEILINGS, SOFFITS, OR SIDE WALLS NTH INACCESSIBLE BRANCH DUCTS, SHALL BE EQUIPPED WITH AN OPPOSED BLADE DAMPER ADJUSTABLE FROM FACE OF DEVICE. VENTILATIOIN SCHEDULE OUTDOOR AIR EXHAUST AND PRESSURIZATION UNIT NUMBER NUMBER OF AREA PEOPLE+AREA EXHAUST PRESS. PRESS. & TOTAL DESIGN OUTDOOR RELIEF PEOPLE CFM (D AIR CFM AIR CFM EX. CFM INTAKE CFM CFM I (CORRECTED) AH-3 1 32 1,407 190 120 70 190 190 0 (DOUTDOOR AIR CALCULATION BASED ON ASHRAE 62.1-2004. VALUE LISTED IN TABLE IS THE CORRECTED OA VALUE. VALUE LISTED INCLUDES A 50% POPULATION DIVERSITY. GRAVITY VENT SCHEDULE MARK GV-1 MANUFACTURER GREENHECK MODEL NUMBER FGR SIZE WXLXH 18X24X14 THROAT DIMENSIONS WXL 8X8 AIR QUANTITY CFM 170 EXT. STA11C PRESSURE IN. H20 .05 LOCATION ROOF NOTES (D 00 (3)PROVIDE NTH FACTORY SUPPLIED ROOF CURB TO MATCH SLOPE OF ROOF AND RATING OF GRAVITY VENT AND BACK DRAFT DAMPER. (2) GRAVITY VENT SHALL HU INCLUDE ANY ALUMINUM BIRDSCREEN OR INSECT SCREEN. RATED FOR 150 MPH WINDS AND IMPACT RESISTANT. ASSEMBLE ACCORDING TO MANUFACTURER INSTRUCTIONS TO MAINTAIN RATING. FANSCHEDULE MARK EF-1 MANUFACTURER GREENHECK MODEL NUMBER CSP—A200 SERVICE EXHAUST AIR QUANTITY CFMI 120 EXT. STATIC PRESSURE IN H 20 0.4 FAN TYPE FC DRIVE TYPE DIRECT MAXIMUM GENERATED NOISE SONES 0.4 MAXIMUM FAN SPEED RPM 784 MOTOR SIZE 48 WATTS CONTROLS Kmum W/ ASSOCIAIM M LOCATION cum ELECTRICAL CHARACTERISTICS v/o/HZ 115/1/60 NOTES (D PROVIDE FLEXIBLE CONNECTORS AT ALL DUCT CONNECTIONS TO FAN. PROVIDE FAN WITH GRAVITY BACKDRAFT DAMPER. REFER TO STANDARD MECHANICAL DETAILS FOR FURTHER DETAILS. (D PROVIDE WITH FACTORY MOUNTED DISCONNECT SWITCH. @PROVIDE FAN WITH SPED CONTROLLER. MOUNT SPEED CONTROLLER IN 2X4 METALLIC BOX ADJACENT TO FAN IN CEILING. TEST AND BALANCE CONTRACTORS SHALL ADJUST FAN PERFORMANCE THROUGH USE OF SPEED CONTROLLER. SPLIT SYSTEM A/C SCHEDULE AIR HANDUNG UNIT DATA MARK AH-3 AH-4 MANUFACTURER TRANE MITSUBISHI MODEL TAM4AOC60 SEZ—KD12NA4 TOTAL COOLING CAPACITY MBH 56.2 8.7 SENSIBLE CAPACITY MBH 42.6 5.9 SUPPLY AIR QUANTITY CFM 1840 275 OUTSIDE AIR QUANTITY CFM 190 0 MOTOR SIZE HP I HP (ECM MOTOR) 96 WATTS ELECTRICAL V/O/HZ 230/1/60 230/1/60 ELECTRICAL HEAT KW 9.6 — S.E.E.R. 16.0 16.0 ENTERING AIR TEMP. DB/WI3 'F /'F 75.4/63.4 74/64 LEAVING AIR TEMP. DB/WB 'F /'F 55.0/53.0 55.0/53.0 EXT. STATIC PRESSURE IN. W.C. 0.2 0.04 FILTER 10 THROWAWAY POLYPROPYLENE HONEYCOMB REFRIGERANT TYPE R410A R410A WEIGHT 159 50 CONDENSING UNIT DATA MARK CU-3 CU-4 MANUFACTURER TRANE MITSUBISHI MODEL 4TWR606OA1000A SUZ—KAl2NA OUTDOOR TEMPERATURE DB/WB T 95.0 95.0 ELECTRICAL CHARACTERISTICS V/O/HZ 230/1/60 230/1/60 MIN. CKT. AMPS 41 12 FNOTES. 0 @ 0 PROVIDE WITH 7—DAY PROGRAMMABLE THERMOSTAT NTH AUTO CHANGEOVER BETWEEN HEATING AND COOLING MODE. PROVIDE WITH AUXILIARY DRAIN PAN MICH EXTENDS 10" BEYOND PERIMETER OF UNIT ALL AROUND TO PROVIDE SPACE FOR EXTERNAL CONDENSATE PUMP TO RESIDE IN PAN. INCLUDE FLOAT SWITCH AS PART OF PAN TO SHUT UNIT DOWN UPON PRESENCE OF WATER. (2) PROVIDE REFRIGERANT PIPING SIZED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS TO INCLUDE PRESSURE DROP, RISE AND LENGTH CONSIDERATIONS. REFRIGERANT TYPE IS R-410A. PROVIDE NTH WALL MOUNTED PROGRAMMABLE THERMOSTAT, MODEL PAR-21MAA. PROVIDE NTH FILTER BOX NTH MERV 8 FILTERS (MODEL FBL1-2). PROVIDE NTH BOTTOM RETURN PLATE (MODEL BRP-2) IN ORDER TO FIELD CONVERT RETURN TO UNIT FROM REAR RETURN TO BOTTOM RETURN. CONSULT MANUFACTURER'S INSTALLATION GUIDELINES FOR MORE INFORMATION. PROVIDE NTH AUXILIARY DRAIN PAN WHICH EXTENDS 6" BEYOND PERIMETER OF UNIT ALL AROUND, INCLUDE FLOAT SWITCH TO SHUT UNIT DOWN UPON PRESENCE OF WATER. PROVIDE UNIT NTH CONDENSATE PUMP MANUFACTURED BY HARTELL PUMP SHALL BE MODEL A3X-115, OR EQUAL, WITH ELECTRICAL CHARACTERISTICS AS FOLLOWS: 115V/10/60HZ. PUMP SHALL BE COMPLETE WITH WATER COLLECTING RESERVOIR PLACED IN INTERNAL S.S. DRAIN PAN FOR UNIT. REFER TO DETAILS FOR INSTALLATION INFORMATION. E ot z 'y V:� W4 Q, op 3� og pg.� smug a C; Z Zu Z -S z pr, 0 W 04 0 C14 o@ LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 ::1 MECHAN I CAL 9CHE-l;)ULmr:9 1/8" = r-o" 0 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 AA26000587 M4.1 PLUMBING FIXTURE SCHEDULE BRANCH CONNECTIONS (D DESCRIPTION MANUFACTURER MODEL NO. WASTE C.W. H.W. WATER CLOSET — TANK/BOWL COUPLING SYSTEM, VITREOUS AMERICAN STANDARD 2002.014 CHINA, FLOOR MOUNTED 1.6 GPF, ELONGATED BOWL, SIPHON KOHLER K-3979 ACTION JETTED BOWL, SIDE LEVER HANDLE, 2 BOLT CAPS. CRANE 31372 16 1/2- RIM HEIGHT. wc—i_ SUPPLIES — 12 X 3/8" O.D., FLEXIBLE RISER, WALL CHICAGO 1017 3 1/21 FLANGE, LOOSE KEY HANDLE, LOCK—SHEILD CAP, 1/2- MCGUIRE H2166LKC INLET. BRASSCRAFT OR3512DL C aEAI — FINISH WHITE, HEAVY DUTY PLASTIC. ELONGATED BEMIS 1655—SS/C BOWL, OPEN FRONT LESS COVER, STAINLESS STEEL HINGE OLSONITE 95 POSTS. CHURCH 9500C I LAVATORI — WALL MOUNTED 20 1/2" X 18 1/4" SIZE, AMERICAN STANDARD 0355.012 VITREOUS CHINA, 4" CENTERS, SELF —DRAINING DECK, CRANE KOHLER 1412—V K-2005 FAUCET LEDGE, FRONT OVERFLOW, CONCEALED ARM SUPPORT, INSTALL WITH 29" CLEAR FROM FLOOR TO UNDERSIDE OF LAVATORY. TRIM — FAUCET, 4" COVER PLATE. SINGLE CONTROL CHICAGO 2200-4 HANDLE, LESS POP—UP, 4 3/4- SPOUT, 3/8" O.D. COPPER T&S BRASS B-2711 INLET TUBES, 1/2 GPM AERATOR, SOFT —CLOSING VALVES, ZURN Z82200—CPU ADJUSTABLE LIMIT STOP, INTEGRAL FLOW CONTROL, POLISHED CHROME FINISH, INTEGRAL PERFORATED GRID L-1 DRAIN, 1 1/4- TAILPIECE. SUPPLIES — ANGLE STOPS (1/2- I.P.S.) LOOSE KEY, C.P CHICAGO 1017 11/4 1/2 1/2 F& NIPPLES, ESCUTCHEONS, 12- X 3/8- FLEX RISER, MCGUIRE ZURN H2165LKC ZH-8822—LR—LK HCI TRAP — CHROME PLATED CAST BRASS NTH CLEANOUT, MCGUIRE 8872 17 GAUGE SEAMLESS TUBULAR WALL BEAND, CAST ZURN Z8700 BRASS SLIP NUTS, RUBBER WASHER, STEEL WALL SANITARY DASH R867-8 FLANGE WITH SET SCREW. 1 1/4- O.D., OFFSET GRID DRAIN. CARRIER. — DURA—COATED CAST IRON, STEEL UPRIGHTS, ZURN ZR-1231 CONCEALED ARMS AND SLEEVES, HEAVY CAST IRON JOSAM 17100 FEET, ADJUSTABLE HEADERS, ALIGNMENT TRUSS, J.R. SMITH 0700 MOUNTING FASTENERS, LESS ESCUTCHEONS. P—TRAP AND ANGLE VALVE ASSEMBLIES SHALL BE MCGUIRE PW 2000 WC INSULATED NTH MOLDED SEAMLESS ANTIMICROBIAL TRUEBRO MATERIAL. MINIMUM 3/16- THICKNESS, COLOR WHITE. OR EQUAL ELECTRIC WATER COOLER — DUAL HEIGHT, FULLY RECESSED ELKAY LRPBM28K IN WALL REFRIGERATION UNIT, 18# GAUGE TYPE 304 NICKEL HAWS BEARING POLISHED STAINLESS STEEL, FLEXI—GUIARD BUBBLER, OASIS "LIGHT' TOUCH" PUSH BAR, BUILT—IN FLOW REGULATOR, STAINLESS STEEL GRILLE, REMOVABLE LOUVERED FRONT VENTILATING GRILLE, STAINLESS STEEL BOTTOM COVER PLATE. STAINLESS STEEL GRILLE, REMOVABLE LOUVERED FRONT, MOUNTING FRAME. CAPACITIES: 7.5 GPH, 370 WATTS, 4.0 AMPS, 115V, 60HZ, SINGLE PHASE. EWC-1 SUPPLIES — STRAIGHT STOP FITTING WITH LOOSE CHICAGO 45—LKCP KEY, POLISHED CHROME PLATED SOLID BRASS MCGUIRE ST1 55LKSB 11/4 1/2 CONSTRUCTION, METAL TEE HANDLE, J" NPT INLET & BRASSCRAFT SCR39 C Ej OUTLET, MOUNTING HARDWARE. J&�P — 1 1/4- X 1 1/4- CHROME PLATED, CAST BRASS, MCGUIRE 8088 ONE PIECE P—TRAP, CLEANOUT PLUG, NIPPLE AND CAST ZURN Z8710 BRASS FLANGE, POLISHED CHROME THREADED BOTH ENDS. MOUNTING HEIGHT — COOLER SHALL BE INSTALLED WITH THE (HC) SPOUT A MAXIMUM OF 34' A.F.F. AND PROVIDE A MIN. OF 27" BETWEEN BOTTOM OF SUPPORT ARM AND FLOOR. MINIMUM MOUNTING REQUIREMENTS — 12" MINIMUM DEPTH REQUIRED BEHIND UNIT. REFER TO MANUFACTURERS WRITTEN SPECIFICATIONS PRIOR TO ROUGH —IN WATER HAMMER ARRESTOR — WROUGHT COPPER SHELL, JOSAM 75000—S SERIES HYDRO —PNEUMATIC AIR CUSHION, TRIPLE O—RING SEALED SIOUX CHIEF "HYDRA —RESTER" PISTON, WROUGHT COPPER ADAPTER AND MALE THREADED ZURN—WILKINS 1250 SERIES CONNECTION. SIZED PER STANDARD P.D.I. — WH201. WHA TYPE A = 'P.D.I.' SIZE A = 1-11 FIX. UNITS, 1/2- CONN. TYPE B = 'P.D.I.' SIZE B = 12-32 FIX. UNITS, 314" CONN. TYPE C = 'P.D.l.' SIZE C = 33-60 FIX. UNITS, 1 CONN. TYPE D = 'P.D.I.' SIZE D = 61-113 FIX. UNITS, 1" CONN. WASHING MACHINE FITTING — CENTER DRAIN GALVANIZED GUYGREYOR BB200TS OUTLET BOX, TOP SUPPLIES, lh- MIP/SWEAT CONX. VALVES, APPROVED EQUAL WMF 2" THREADED DRAIN, QUARTER TURN VALVES. 2 N N PROVIDE IN —LINE WATER HAMMER ARRESTORS SIOUX CHIEF 660—H FLOOR DRAIN — COATED CAST IRON BODY NTH NEOPRENE ZURN Z-415-1 GASKET, COMBINA-nON INVERTIBLE MEM13RANE CLAMP & JOSAM PROVIDE DEEP SEAL TRAPS FD-1 ADJUSTABLE COLLAR NTH SEEPAGE SLOTS, POLISHED NICKEL WATTS DRAINAGE WERE TRAP PRIMERS ARE BRONZE STRAINER NTH RAISED FLANGE. (REFER TO PLANS NOT INDICATED. FOR PIPE SIZES) PLUMBING SYMBOL LEGEND SYMBOL DESCRIPTION ABBREV. —CD— — — CONDENSATE DRAIN CID —ST— — — STORM DRAINAGE ST —SD— — — SECONDARY EMERGENCY ROOF DRAINAGE SID —S— — — SANITARY DRAINAGE S —AW— — — ACID WASTE AW —GW— — — GREASE WASTE GW V— — — — VENT PIPING V COLD WATER PIPING C.W. HOT WATER PIPING H.W. HOT WATER RECIRULATING H.W.R. _G GAS PIPING G —A COMPRESSED AIR PIPING > DIRECTION OF FLOW SWING CHECK VALVE SHUTOFF VALVE SOLENOID VALVE BALANCING VALVE PRESSURE REGULATING VALVE G ELBOW TURNEDDOWN (>-- ELBOW TURNED UP 0 TEE TURNED UP 8 - TEE TURNED DOWN oc— P-TRAP F.D. 0 FLOOR DRAIN F.D. 0 HUB DRAIN H.D. --H HOSE BIB H.B. El FLOOR SINK F.S. �ON ROOF DRAIN ABOVE R.D. T&P RELIEF VALVE (AGA RATED) CONNECT TO EXISTING UTILITIES WATER HAMMER ARRESTOR INSERT INDICATES DETAIL NUMBER INSERT INDICATES SHEET NUMBER INSERT INDICATES RISER NUMBER INSERT INDICATES SHEET NUMBER INSERT INDICATES ENLARGED PLAN NUMBER INSERT INDICATES SHEET NUMBER C3 BY PLUMBING CONTRACTOR REFER TO CIVIL PLANS FOR CONTINUATION SHUT-OFF VALVE IN VALVE BOX INSERT INDICATES INVERT ELEVATION I.E. TRAP PRIMER TP ABOVE FINISHED FLOOR A.F.F. CONTINUATIONE CONT. DISHWASHER DW WASHER W DRAWING DWG NOT TO SCALE N.T.S. RAIN WATER LEADER RWL VENT THROUGH ROOF VTR FROM BELOW FB FROM ABOVE FA BELOW FLOOR BF BELOW GRADE BG WATER FIXTURE UNIT W.F.U. DRAINAGE FIXTURE UNIT D.F.U. EXISTING CONDITION (E) WALL CLEANOUT Wco FLOOR CLEANOUT FCO EXTERIOR CLEANOUT co VENT THROUGH ROOF VTR PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. 2. CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL CODES AND REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE AND SIZE OF CONNECTION SPECIFIED IN PLUMBING FIXTURE SCHEDULE AND FIXTURES ACTUALLY INSTALLED ON THE SITE. 3. SANITARY PIPING 2- SHALL HAVE A 1/4- PER FT. SLOPE. PIPING 3- & LARGER SHALL HAVE A 1/8- PER FT. SLOPE MINIMUM. 4. COORDINATE SANITARY VENTS NTH HVAC O.A. INTAKES. PROVIDE AT LEAST 10'—Om DISTANCE FROM VENT STACKS AND INTAKE VENTS. 5. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. 7. CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO LAYING AND CONNECTING ALL SANITARY AND WASTE PIPING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 8. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER HAMMER ARRESTORS. WATER HAMMER ARRESTORS (WHA) SHALL BE INSTALLED ON ALL GROUP TOILETS AND ON THE BRANCH LINES TO INDIVIDUAL FIXTURES. ALL APPLICATIONS SHAH BE INSTALLED AS PER STANDARD PDI—M201. REFER TO PLUMBING FIXTURES SCHEDULE FOR SPECIFICATIONS. PROVIDE ACCESS PANELS IN THE CEILING AS REQUIRED FOR ACCESSIBILITY AND MAINTENANCE. PROVIDE & INSTALL TYPE "A" ON ALL INDIVIDUAL FIXTURES THAT ARE NOT LOCATED IN GROUP TOILETS OR NOT NOTED ON RISER DIAGRAMS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. REFER TO DETAILS. 10. ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN AS CLOSE TO PLANS AS POSSIBLE NTH NO CHANGES IN SIZING. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT OR HEREIN SPECIFIED OR OTHERWISE. 12. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. 13. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES EXCEPT AS SPECIFICALLY NOTED, OR IN MECHANICAL ROOMS. 14. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON— ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 15. SEE ARCHITECTURAL DRAWINGS FOR EXACT ROUGH —IN LOCATION OF PLUMBING FIXTURES. 16. PROVIDE A PRE MANUFACTURED DRAIN INSULATING COVER ON ALL SINKS AND LAVATORIES DESIGNATED AS A HANDICAP FIXTURE. REFER TO PLUMBING DRAWINGS AND THE ARCHITECTS DRAWINGS FOR DESIGNATIONS. 17. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO MICH NEW SEWER LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF NEW SEWER LINE. 18. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 19. CONTRACTOR SHALL ROUGH —IN ALL WASTES AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE. 20. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLIES AS REQUIRED BY LOCAL WATER PURVEYORS. 21. DO NOT PENETRATE WALL FOOTINGS NTH PIPING, COORDINATE NTH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ANY PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. 22. THE CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO FIXTURES. 23. ASSEMBLE ALL FIXTURES AND EQUIPMENT SHIPPED LOOSE MICH YOU ARE REQUIRED TO MAKE FINAL CONNECTIONS TO, WHETHER FURNISHED BY YOU OR BY OTHERS, (I.E. WATER FAUCETS, TRIM OR TAILPIECE ETC.) 24. ALL INSTALLATIONS OF FLOOR DRAINS AND HUB DRAINS (LOCATED IN MECHANICAL ROOMS) SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT AND HOUSEKEEPING PADS PRIOR TO ROUGH —IN OF DRAINS. 25. PLUMBER SHALL BE LICENSED BY STATE AND LOCAL AUTHORITIES TO INSTALL GAS PIPING. 0 to R_ 03 cm NZ C; Z z 0 u co CQ ul:l Zs 0 m z 0 c c 0 LU cli C14 LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 AA26000587 '10LUMBIN(S LE(SEND AND SCHEDULE NOT TO 5CALE 0 0 GENERAL NOTES Bath EXIS71NG FIXTURES I -1-l)A L- TSHALL REMAIN 1. DEMOLITION CONTRACTOR SHALL PATCH AND REPAIR WALLS AND FLOORS AS A RESULT OF DEMOLITION WORK. MATCH EXISTING SURFACES, TEXTURES, COLORS ETC. AT THE COMPLETION OF DEMOLITION WORK. REFER TO ARCHITECTURAL DEMOLITION PLANS FOR SCOPE OF DEMOLITION WORK. 2. EXACT LOCATION OF EXISTING PLUMBING UTILITIES SHALL BE DETERMINED AT JOB SITE. THIS CONTRACTOR SHALL INCLUDE ALL COSTS TO LOCATE UTILITIES. 3. THIS CONTRACTOR SHALL IDENTIFY SERVICE OF ANY EXISTING UTILITY DISCOVERED IN THE FIELD. 4. CONTACT ENGINEER PRIOR TO DEMOLITION OF UTILITY IN QUESTION. I KEYED NOTES I OREMOVE EXISTING PLUMBING FIXTURE. CAP UTILITY FLUSH WITH FINISHED FLOOR AND/OR WALL. (DEXISTING ICE MACHINE & WATER FILTER TO BE RELOCATED. CAP WATER LINE AT POINT OF ORIGIN. �DREMOVE EXISTING FLOOR DRAIN. CAP DRAIN FLUSH WITH FINISHED FLOOR & LEVEL SURROUNDING SURFACE. REFER TO GENERAL NOTE 1 ON THIS PLAN. OEXISTING WASHER/DRYER TO BE RELOCATED. CAP EXISTING UTILITIES. 10 ci I z !I CQ P-4 N-1 z0 U co c'j 1-4 W.x z PL, LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 AA26000587 =�EMOLITION PLAN - FLUM51N& 116'.i'-ollm 0 I GENERAL NOTES I 1. REFER TO RISER DIAGRAMS FOR PIPE SIZES NOT SHOWN ON THIS PLAN. S2 CONNECT TO EXISTING VENT SYSTEM (2- OR LARGER) 1-41 1 1 1 CONNECT TO EXISTING SANITARY SYSTEM (3- OR LARGER) —\\" SANITAWiff'o R110 NOT TO SOALM- Bath EXISTING FIXTURES 112A SHALL REMAIN . ... ... ... ... ... .... ... ... .... .. --- --- -- -- --- --- --- --- --- ... .... ... ... .... ... ... .... ... . .... .... ... ... .... ... ... .... ... ... .... ... ... .... ... ... .... .... .. ... .... ... ... .... ... ... .... ... ... .... ... ... .... ... --------------- .................... . ............... ........................ ... - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - -... - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- — - - - - - - - - - - - Officer's Reports Future Comm. Bunk Office Office Office Office 115 105 106A Lo�by Gear Room Plans 116 ...... -- - -------- - ------------------------------------------------------ ........ Review ----------- ...... Corridor WC-1 & L=1 ............... . .............. ..... Corridor Office-- — --------- ----------- ....... Sto Apparatus A — ----------- .................. ................. --------------- pparatus ... ... . ................. rage Stor. Bay Bay Conference me n Fire Ma 128 12 rshal's Office ----------- 113 ; 1, ; � ------------ 3"S, 2"V. . ............. .......... ... Corridor eception 4. 100 3-S, 2'V. Corr!] Kitchen ... .. ........... ... .. ................... 2 VTR > ..... .......... ....... : ......... Decontaminatiori 3 --- --- ---- - - - ---- --- --- ---- -- .............. ...... ;Y4't .......... EXISTING FIXTURES ............ 3"ED ------------ ... ---- ------- - ------- .... r EWC-1 ---- ------ ----- SHALL REMAIN W 1-WMF Men Dayroom I . ........................... ..... 120 ...... ---------- J > room V - - - - - - - - - - - Tower ----- 17i,77 A 2*S., 2"V. .. ......... ............ �:--------------------------------- _: -------- ........... ---------- - & WC-1 .......... L=j --- ---- --- --- ---- - Apparatus Apparatus Bay Bay Bunk 130 131 Breakroom Room . .. .............. .. ............... .... , — — ------------------ -------------------------- -------_--------------------- 7.1 Equipment Generator Well ------------------- ---------- --------- ------------------------------------------------------- Storage Room ................................................ ..... . ................................................ .... 12 ................. ---------- == . ................. ........................ . ..... .......... ............ ........... ................. LStorage ... ... ... .... ... L ... .... -- ----- IA&RAM 2 1141 I I LAY I CONNECT TO EXISTING V4" WATER SERVICE & RISE UP INTO CEILING SPACE ,,j)SANITARY' RISER 1;)1A&RAM I NOT TO SCALM ABOVE CEILING (TYPICAL) —\ _�o W1 I &A "A" .161M "A" :Vj L 16. AATER RISER =�IASRAM NOT TO SaALI! N1 1 107 ... .... ... .... .... ... .... .... ... ............. ....... . ... ......... ul Tower T----------------- I--- ---- --- _- ---- --- ---- ---- --- ------- *----,-----..-. __ .. . . - . _ .- . - - I --- ---- - - - ---- ---- -- ; FLOOR PLAN - FLUMBIN6 1/5" = I,-01' PART I AL UNPER67 ROUNIP PLAN 1/811 = if —oil 2. REFER TO FIXTURE SCHEDULE FOR ALL WATER BRANCH SIZE CONNECTIONS, UNLESS OTHERWISE NOTED ON THIS PLAN. I KEYM NOTES I OCONNECT TO EXISTING ;Y4" WATER SUPPLY. CONTRACTOR SHALL SEARCH & RECOVER EXISTING WATER SERVICE LINE IN FIELD. RISE NEW V4" WATER SERVICE CONCEALED IN WALL & UP INTO CEILING SPACE. (DCONNECT TO EXISTING SANITARY SERVICE IN AREA. CONTRACTOR SHALL SEARCH & RECOVER EXISTING UTILITY IN FIELD. (DCONNECT TO EXISTING C.W., H.W., SANITARY & VENT UTILITIES IN VICINITY. BRANCH :Y4" CA & H.W. TO NEW WASHING MACHINE FIT'flNG "WMF". REFER TO RISER DIAGRAM FOR SANITARY PIPE SIZES. OBRANCH 1h" C.W. WITH IN —LINE SHUT—OFF VALVE TO WATER FILTER FOR EXISTING ICE MACHINE. PROVIDE & INSTALL NEW WATER FILTER IF NECESSARY. PROVIDE & INSTALL DRAIN LINE FOR ICE MACHINE. ROUTE TO FLOOR DRAIN LOCATED NEXT TO WASHER. U z 09 zu z CQ !9 0 BE@ 04 P, —0 C"I LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 AA26000587 fm :2 :2 IN I GENEML NOTES I Bath - --- ---- --- ... ... --- --- ---- --- --- --- --- --- ---- --- --- ... ... ... ... ... ... ... ... ... ... .... ... .. .... .. .... .... ... ... .... .. ... .... ... ... ... ... ... .... ... ... .... ... ... .... ... ... ... .... ... .... .... ... .... .... ... ... .... ... ... .... ... ... .... ... ... .... .............. .................... ---------------_-- lj� ......... ........ .......................... — — - - - - --------- - --- 4. t. . __ __ __ _: --:-. =2 , ------------------- ......... ... ....... ........... _ , .711. ---- , Al� ..... ..... . .......... .................. ............ ............. ...... ...... .................... .............. Officer's Reports .............. .. .. . .... . .... . .... ...... �:`Comm. �:�i Office Cw;ic# Bunk Lobby 115 Gear Room Plans �zevlew ------------- . ...................... ------------------- -- --- I --- U Corridor Corridor office ------ --------- - - . .. ....... ................ ......... --- --- - ------------------------ ............................... - ....... ................. Apparatus ----------------- . ................. Apparatus . . . . . . . . . . . . . . . ------- Storage Stor. ..... Bay Bay ..... T-71, 117 --A 10 .............. Confennce_ ....... 128 12 _j Fire Marshal's ----------- �2 - - — - - -------------------- Office 108 7 ............ ------------- i L .... .. EXISTING .............. KITCHEN HOOD ........ Corridor -4— Rec., p�ion Kitchen ............ ....... r Corrido ... .... ..................... ..... . . . .......... Decontaminatiori. ---- --- --- ---- --- --- ----- ............... .......... ............. - ---- --- ... . ....... -------------------- ....... . . .. . ..... . T6wet. - - - - - - - - - --- r 71-F. ........... - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - --- ---- --- ..................... Dayroom Me......... n.. .... .... ..................................................... .......... ...................... ......................... ... .......... . . . . . . . . . . . . . . . . . . . ----------- ............ ........ .............. ..... .. j 0 EXISTING FIRE RISER .. ........... Apparatus Apparatus Say Bay Bunk F 130 131 Breakroom Room ............ ..... ..... ------------- I -------- ---------- ---- - --- Equipment Generator - - - -- -------------- . . . .................... --- ..... Storage Well Room ............... ..... ................. .... . ..... ........ ......................... 12- 126 - - — - ------------------- ....... ... ....... ......... ...... ........................... ...... 1-..1-1'-*1-1J` ........... I ....... . ........... Storage L- - - - - - - - - 1. EXISTING BUILDING IS PROTECTED THROUGHOUT BY AN AUTOMATIC SPRINKLER SYSTEM PER NFPA 13—LIGHT HAZARD. 2. NEW SPRINKLER HEAD SHALL BE PENDANT TYPE. MATCH CHARACTERISTICS (ORIFICE, FLOW, TEMP. RATING, FINISH, ETC.) OF EXISTING PENDANT SPRINKLER HEADS IN CLASSROOM. 3. THIS CONTRACTOR'S SHOP DRAWINGS SHALL BE COORDINATED WITH CEILINGS, AIR DEVICES, LIGHTING, STRUCTURAL MEMBERS, ETC. THE CONTRACTOR SHALL ALIGN THE SPRINKLER HEADS WITHIN THE CENTER OF EACH CEILING WHERE POSSIBLE WHILE MAINTAINING SPACING REQUIREMENTS. I SYSTEM DESM NOTES I 1. ENTIRE BUILDING IS PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM PER NFPA 13. ALL GENERAL BUILDING AREAS HAVE COVERAGE PER NFPA-13 - LIGHT HAZARD. STORAGE AREAS, MECHANICAL ROOMS AND ELECTRICAL ROOMS HAVE COVERAGE PER NFPA-13 - ORDINARY HAZARD. SEE SPECIFICATIONS FOR ADD11IONAL REQUIREMENTS. 2. FIRE SPRINKLER CONTRACTOR SHALL REVIEW THE INFORMATION CONTAINED HEREIN AND SHALL PREPARE COMPLETE FIRE SYSTEM INSTALLA11ON SHOP DRAWINGS COINCIDING WITH HYDRAULIC CALCULATIONS SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER EXPERIENCED IN THE FIELD AND SHALL CARRY A MINIMUM OF $500,000 WORTH OF PROFESSIONAL LIABILITY ERRORS AND OMISSIONS INSURANCE APPLICABLE FOR THIS PROJECT. IF REQUIRED, A WAIVER SHALL BE PROVIDED TO SPRINKLER CONTRACTOR. THE DESIGN AND DETAILS SHALL CONFORM TO NFPA 13 AND NFPA 14, AND ALL LOCAL CODES AND REGULATIONS, PURSUANT TO FS 471.003 (2) AND RULES 61615-30 AND 32. THE FIRE PROTECTION CONTRACTOR SHALL BE REQUIRED TO PROVIDE DETAILED FIRE PROTECTION CONSTRUCTION DRAWINGS TO BE SIGNED AND SEALED BY A REGISTERED FIRE PROTECTION SYSTEM DESIGN ENGINEER ACTING AS THE DELEGATED ENGINEER TO THE PRIME ENGINEER AS PART OF THIS SCOPE. THE CONTRACTOR SHALL SUBMIT THE NECESSARY NUMBER OF COPIES OF SIGNED AND SEALED DRAWINGS TO AUTHORITIES HAVING JURISDICTION FOR REVIEW, APPROVAL, AND ISSUANCE OF PERMIT. COPIES OF THE SIGNED AND SEALED DRAWINGS SHALL BE SUBMITTED TO THIS OFFICE FOR REVIEW AND COMMENT AFTER APPROVAL FROM AUTHORITY HAVING JURISDICTION. I KEYED NOTES I OPROVIDE & INSTALL FIRE SPRINKLER HEADS AND BRANCH PIPING WITHIN DASHED AREA TO ACCOMMODATE INSTALLATION OF NEW LAY -IN CEILING AND PARTITION WALL, AS REQUIRED. CONTRACTOR SHALL PROVIDE ADDITIONAL FIRE SPRINKLER HEADS, PIPING, SUPPORTS, ETC. AS REQUIRED TO MAINTAIN COMPLETE COVERAGE. (DKITCHEN HOOD'S EXISTING FIRE SUPPRESSION SYSTEM TANK AND ACCESSORIES TO BE RELOCATED. (DKITCHEN HOOD'S RELOCATED FIRE SUPPRESSION SYSTEM TANK AND ACCESSORIES. PROVIDE NECESSARY SUPPORTS TO WALL MOUNT SYSTEM COMPONENTS. CONTRACTOR SHALL CERTIFY SYSTEM OPERATION UPON COMPLETION OF RELOCATION EFFORTS. 0 to lit, Z r l,1 cYr, PQ Z 0 Z Li z 0 C 0 U C\2 U3 z 40 r z LU El C) Im N lull @ LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 AA26000587 1:,..; N 0 FLOOR PLAN - FIRE PROTECTION FMI'2-2 116, = I,-011 N 0 ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION MOUNTING AND NOTES TYPICAL LIGHTING SYMBOL NOTES: 1. UPPER CASE LETTER DENOTES FIXTURE TYPE, SEE FIXTURE SCHEDULE 2. LOWER CASE LETTER DENOTES SWITCHED LEG 3. SHADED FIXTURE SYMBOL INDICATES EMERGENCY FIXTURE 4. 'NL' DENOTES NIGHT LIGHT CIRCUIT 0 0 CEILING OUTLET FOR INCANDESCENT, "PIL" FLUORESCENT OR HIGH INTENSITY DISCHARGE DISCHARGE DOWNLIGHT FIXTURE. SEE FIXTURE SCHEDULE WALL OUTLET FOR INCANDESCENTOPL" FLUORESCENT OR HIGH INTENSITY FIXTURE (WALL SCONCE� WALL PACK) SEE FIXTURE SCHEDULE CEILING OUTLET FOR 2'x4' FLUORESCENT FIXTURE. SEE FIXTURE SCHEDULE EILCEILING OUTLET FOR 2'x2' FLUORESCENT FIXTURE. SEE FIXTURE SCHEDULE I I CEILING OUTLET FOR 1'x4! FLUORESCENT FIXTURE. (SURFACE, RECESSED, SEE FIXTURE SCHEDULE WRAPAROUND. VANDAL -PROOF) CEILING OUTLET FOR FLUORESCENT FIXTURE. (PENDANT MOUNT, CHANNEL, SEE FIXTURE SCHEDULE INDUSTRIAL) A t\ BATTERY POWERED EMERGENCY LIGHTING UNIT, WITH TWO HEADS AND M.H. 7'-6" TO TOP. WALL MOUNTING BRACKET M CEILING OUTLET FOR SINGLE FACE EXIT LIGHT nXTURE. ARROW INDICATES DIRECTION SEE FIXTURE SCHEDULE 2) CEILING OUTLET FOR DOUBLE FACE EXIT LIGHT FIXTURE. ARROW INDICATES SEE FIXTURE SCHEDULE DIRECTION s SINGLE POLE SWITCH 44"AFF TO BOTTOM U.O.N. S3 THREE WAY SWITCH 44"AFF TO BOTTOM U.O.N. S4 FOUR WAY SWITCH 44"AFF TO BOTTOM U.O.N. SH MOTOR RATED SWITCH WITHOUT THERMAL OVERLOADS FOR FRACTIONAL 44"AFF TO BOTTOM U.O.N. HORSEPOWER MOTORS. Ssc SPEED CONTROL 44"AFF TO BOTTOM U.O.N. SK SINGLE POLE SWITCH KEY OPERATED. 44"AFF TO BOTTOM U.O.N. SD WALL BOX TYPE DIMMER SWITCH. PROVIDE DIMMING BALLAST WHERE 44"AFF TO BOTTOM U.O.N. REQUIRED. TYPICAL RECEPTACLE, OUTLET AND JUNCTION BOX SUFFIX LEGEND: EWC - ELECTRIC WATER COOLER IG - ISOLATED GROUND EWH - ELECTRIC WATER HEATER 0 - OVEN GFI m GROUND FAULT INTERRUPTER R - RANGE EX - EXPLOSION PROOF WP - WEATHERPROOF UP - UP (CONDUIT) PS - PAYPHONE STATION DN - DOWN (CONDUIT) REF = REFRIGERATOR E - EXISTING P - PEDESTAL DUPLEX RECEPTACLE (20A,120V). FLOOR FLUSH FLOOR OUTLET DUPLEX RECEPTACLE (20A, 120V). M.H. 16* AFF TO BOTTOM OF THE DEVICE U.O.N. 42-AFF TO BOTTOM, ABOVE DUPLEX RECEPTACLE (20A. 120V). ABOVE COUNTER. COUNTER BACKSLASH U.O.N. DUPLEX RECEPTACLE (20A, 120V). FLUSH WITH CEILING. FLUSH WITH CEILING DOUBLE DUPLEX RECEPTACLE (20A,120V). FLOOR FLUSH FLOOR OUTLET DOUBLE DUPLEX RECEPTACLE (20A, 120V). M.H. 16* AFF TO BOTTOM OF THE DEVICE U.O.N. RANGE RECEPTACLE, 50A. 25OV, ONE PHASE, FOUR WIRE. 4* AFF. TO BOTTOM U.O.N. DRYER RECEPTACLE, 30A. 250V, ONE PHASE, FOUR WIRE. 36m AFF. TO BOTTOM U.O.N. SPECIAL PURPOSE RECEPTACLE. AMPS, VOLTS AND WIRE AS NOTED. M.H. 16" AFF TO BOTTOM OF THE DEVICE U.O.N. JUNCTION OR OUTLET BOX, 4- SQUARE BOX U.O.N. AS NOTED FLOOR MOUNTED JUNCTION OR OUTLET BOX, 4" SQUARE BOX U.O.N. AS NOTED POWER POLE (4-120V RECEPTACLES / 4 DATA OUTLETS) AS NOTED MULTI -OUTLET SURFACE RACEWAY SYSTEM, 20A. 125VSIMPLEX MOUNTED ABOVE COUNTER RECEPTACLES ON 12NCENTERS U.O.N. OR AS NOTED 30/3 [c] NON -FUSIBLE DISCONNECT SWITCH, 30A. 3 POLE, U.O.N. SEE SPECIFICATIONS 60/40/3 rEl FUSIBLE DISCONNECT SWITCH, AMPS/FUSE SIZE/NO. POLES AS NOTED. SEE SPECIFICATIONS cv COMBINATION MAGNETIC MOTOR STARTER SEE SPECIFICATIONS VARIABLE FREQUENCY DRIVE BY OTHER DIVISION MOTOR, NUMERAL INDICATES HORSEPOWER BY OTHER DIVISION ELECTRIC DUCT HEATER BY OTHER DIVISION 44441'�d VARIABLE AIR VOLUME CONTROL NTH ELECTRIC HEAT BY OTHER DIVISION DRY TYPE TRANSFORMER, SIZE AS SHOWN ON RISER FLOOR OR AS NOTED PANELBOARD, 120/208V.. 3 PH.. 4W 6'-6"AFF MIN. TO TOP POWER PANELBOARD, 120/48OV. 3PH., 4W. M.H. 6'-6" MIN. TO TOP 0 up RACEWAY RISER, UP OR DOWN AS NOTED. SEE SPECIFICATIONS RACEWAY CONCEALED UNDER FLOOR. IN SLAB OR BELOW GRADE SEE SPECIFICATIONS RACEWAY CONCEALED IN WALL OR CEILING SEE SPECIFICATIONS LlB-1.3 HOMERUN TO PANEL, LETTERS INDICATE PANEL. NUMBERS INDICATE SEE SPECIFICATIONS CIRCUITS, HATCHES INDICATE NUMBER OF CONDUCTORS. ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION MOUNTING AND NOTES TYPICAL FIRE ALARM DEVICE SUFFIX LEGEND. F - FLASHING STROBE LIGHT S - SUPPLY R - RETURN FIRE ALARM HEAT DETECTOR CEILING, U.O.N. FIRE ALARM PHOTOELECTRIC SMOKE DETECTOR CEILING, U.O.N. FIRE ALARM PHOTOELECTRIC DETECTOR. INSIDE DUCT. DUCT ED FIRE ALARM MANUAL PULL STATION 48-AFF TO TOP, U.O.N. FIRE ALARM SYSTEM FAN OR AHU SHUTDOWN OR RUN RELAY FIRE ALARM DUCT SMOKE DETECTOR TEST SWITCHES & LIGHTS. ONE PER 48-AFF TO TOP, U.O.N. SMOKE DUCT DETECTOR Efll FIRE ALARM VOICE EVAC SPEAKER (WEATHER PROOF WHEN INSTALLED 8'-O"AFF TO TOP, U.O.N. OUTDOORS.) FIRE ALARM VOICE EVAC SPEAKER/FLASHING STROBE LIGHT. 75 CANDELA 80" AFF TO BOTTOM MIN. FIRE ALARM NTH FLASHING STROBE LIGHT. 75 CANDELA MIN. 800 AFF TO BOTTOM FACP r --- n FIRE ALARM CONTROL PANEL NTH VOICE EVACUATION NOTIFICATION. M.H. 60" MIN. TO TOP FARA r___l FIRE ALARM REMOTE ANNUNCIATOR PANEL M.H. 60" MIN. TO TOP FATC r__l FIRE ALARM TERMINAL CABINET M.H. 60* MIN. TO TOP FAS FIRE ALARM PULL STATION SIGN - FOR INTERIOR MOUNTED STATION M.H. 48" MIN. TO TOP <&ER FIRE ALARM PHOTOELECTRIC SMOKE DETECTOR WITH ELEVATOR RECALL CEILING, U.O.N. CONTACTS. FIRE ALARM WATER TAMPER SWITCH. 480AFF TO TOP. U.O.N. FIRE ALARM WATER FLOW SWITCH. 48-AFF TO TOP, U.O.N. AREA SMOKE DETECTOR FOR SMOKE DAMPER CONTROL. CONTROL RELAYS <�>SD SHALL BE LOCATED IN ELECTRICAL ROOM. COORDINATE WITH ELECTRICAL CEILING, U.O.N. POWER DRAWINGS FOR QUANTITY OF RELAYS. MAGNETIC DOOR HOLDER EMERGENCY POWER OFF SWITCH WITH LEGEND PLATE IDENTIFYING IT AS - *EMERGENCY M.H. 48- TO TOP, U.O.N. Epo POWER OFF. EMERGENCY POWER EMERGENCY EXHAUST FAN ON SWITCH WITH LEGEND *EMERGENCY M.H. 48* TO TOP, U.O.N. EEO PLATE IDENTIFYING IT AS EXHAUST ON.* POWER RESTORE SWITCH WITH LEGEND PLATE IDENTIFYING IT AS "POWER M.H. 48" TO TOP. U.O.N. PRS RESTORE SWITCH". ED MECHANICALLY HELD 6 POLE CONTACTOR NTH 120V COIL CLEARING MOUNTED ABOVE CEILING CONTACTS MOUNTED IN NEMA-1 ENCLOSURE ABOVE SUSPENDED CEILING. 9 REFER TO LIKE NUMBERED KEY NOTES. NOTE* NOT ALL SYMBOLS SHOWN IN THIS LEGEND MAY NECESSARILY APPEAR IN THESE DOCUMENTS. ADDITIONAL SYMBOLS MAY BE DEFINED ELSEWHERE IN SPECIFIC DRAWINGS. LIGHT FIXTURE SCHEDULE LAMPS TYPE MANUFACTURER CATALOG NUMBER VOLTS MOUNTING NOTES QTy TYPE LITHONIA DSXFlLED-2-A530/40K- ....................................... .. M$P-12O77THK.775F.-.Q.D.BXQ ... OR EQUAL LED KNUCKLE LED MEDIUM SPOT LIGHT WITH Fl ................. ------------------- ................. . 2 530MA 120 MOUNT ON DUAL ENGINE LED DRIVER AND 4000K STAKE 4000K LIGHT OUTPUT. PROVIDE ...... ------ -------------- ...................... ....... ........ FUSING AND KNUCKLE STAKE MOUNT. LITHONIA DSXF1 LED-2-A530/40K- ...... I .............. WFL-1,20-THK-SF-DQBX-D ---- OR EQUAL LED KNUCKLE LED WIDE FLOOD LIGHT WITH F2 ------------------------------- .. ........ ----------------------------------------------- 2 530MA 120 MOUNT ON DUAL ENGINE LED DRIVER AND 4000K STAKE 4000K LIGHT OUTPUT. PROVIDE .................... .. .................. - .... . FUSING AND KNUCKLE STAKE MOUNT. LITHONIA WSQLED-2-lOA700/40K- ....................................... .. SR,3-.1.2.0-.S.F.-.EL.C.W-.D.D-B.XD. .... .. . .. .... .... .. w OR EQUAL ....... ........... .......... - ----------------------- 2 LED 700MA 120 WALL ARCHITECTURAL LED WALL 4000K MOUNT SCONCE WITH DUAL ENGINE LED ......................................................... DRIVER AND EMERGENCY BATTERY BACKUP. LI THO NIA LE-S-W-1/2-R- EXIT LIGHT SOLID DIE-CAST I 120/120-.E.L ... N ...................... ALUMINUM HOUSING WITH RED CHLORIDE CXL-N-1 /2-R-W-1 20/120 LED LAMP, STENCIL LETTERS, x ...................................... ... I ........... ........ .............. 1 LED 120 CEILING AND WHITE FINISH. SINGLE OR SURE-LITES CX7-1 2-7 / MOUNT DOUBLE SIDED. PROVIDE WITH AC .................. 120/1,20-SD .......... INDICATOR LAMP, TEST SWITCH, AND DUAL VOLTAGE. MAINTENANCE- FREE NICKEL CADMIUM BATTERY NTH 90 MINUTE CAPACITY. I GENERAL NOTES ELECTRICAL I 1. DO NOT SCALE FROM THESE DRAWINGS. 2. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE NTH THE NATIONAL ELECTRICAL CODE. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES TO ASSURE PROPER CLEARANCES FOR EQUIPMENT AND TO KEEP THE JOB PROGRESSING. 4. ALL EMERGENCY SYSTEMS SHALL BE RUN IN SEPARATE RACEWAY/CONDUIT SYSTEM(S). 5. PROVIDE CEILING MOUNTED RED L.E.D. ALARM INDICATOR FOR EACH SMOKE DETECTOR MOUNTED IN PLENUM SPACE(S) OR CONCEALED AREAS. 6. FROM EACH FLUSH MOUNTED PANEL BOARD, STUB -OUT INTO CEILING CAVITY ABOVE, A 3/4- C. FOR EACH SET OF 3 - SPARES AND/OR SPACES OR FRACTIONS OF EITHER SET THEREOF. 7. REFER TO MECHANICAL DRAWINGS FOR INTERLOCKING REQUIREMENTS OF MECHANICAL EQUIPMENT (MOTORS, FANS, PUMPS, ETC ... ). INSTALL ANY ELECTRICAL EQUIPMENT (STARTERS, RELAYS, VFD'S. ETC..) FURNISHED BY DIV 15. 8. ALL CEILING MOUNTED ITEMS SHALL BE INSTALLED IN ACCORDANCE NTH THE ARCHITECTURAL REFLECTIVE CEILING PLANS. IF LOCATION FOR AN ITEM IS NOT SHOWN ON THE ARCHITECTURAL REFLECTIVE CEILING PLANS, VERIFY THE EXACT LOCATION OF THE ITEM WITH THE ARCHITECT PRIOR TO INSTALLATION. THESE REQUIREMENTS APPLY TO ALL CEILING TYPES IN ALL AREAS. 9. PROVIDE ADEQUATE POWER IN THE FIRE ALARM SYSTEM TO OPERATE ALL LIFE SAFETY SYSTEM AND E.M.C.S. CONTROL DEVICES. 10. REFER TO DIVISION 15 DRAWINGS FOR LOCATIONS OFFIRE PROTECTION WATER FLOW AND TAMPER SWITCHES. PROVIDE/ COORDINATE WRING REQUIREMENTS. 11. WHERE NON -FUSED DISCONNECT IS NOT PROVIDED wNTHIN SIGHT" OF MOTOR (OR HEATER UNIT). FEEDER (AND/OR BRANCH CIRCUIT) OVER -CURRENT DEVICE SERVING SUCH MOTOR (OR HEATER) SHALL HAVE APPROVED "LOCKED-OFr PROVISION. 12. PROVIDE WALL SWITCHES IN EACH OFFICE/AREA TO CONTROL THE LIGHT FIXTURE(S) IN EACH OFFICE/AREA. 13. REFERENCE MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT NEEDING ELECTRICAL CONNECTIONS. MAKE ALL CONNECTIONS AND PROVIDE APPROPRIATE WIRE CONDUIT AND OVERCUIRRENT PROTECTION FOR ALL EQUIPMENT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. 14. PROADE EXIT SIGNAGE AT ALL EXITS AND AS REQUIRED. 15. RECEPTACLES IN MECHANICAL ROOM, ELECTRICAL ROOMS, STORAGE ROOMS AND JANITOR CLOSETS TO BE MOUNTED 48* A.F.F. AND SHALL BE G.F.I. TYPE. 16. ALL EXTERIOR WIRING DEVICES TO BE WEATHERPROOF AND SHALL BE G.F.I. TYPE. 17. REFER TO ARCHITECTURAL FLOOR PLANS FOR DIMENSIONAL LOCA71ONS OF ALL FLOOR MOUNTED ELECTRICAL DEVICES. 18. CONDUIT RUNS SHOWN ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR SIZING AND LOCATING PULL BOXES PER NEC AND FOR COORDINATION WITH OTHER DISCIPLINES. 19. ALL H.I.D. AND FLUORESCENT LIGHT FIXTURES SHALL BE FURNISHED NTH INTEGRAL FUSING. *FURNISH AND INSTALL ONE (2) LIGHT FIXTURES WITH SWITCH AND ONE (1) DUPLEX G.F.I. TYPE RECEPTACLE M ELEVATOR PIT. COORDINATE EXACT LOCATION WITH ELEVATOR CONTRACTOR AND INSPECTOR. C COORDINATE EXACT LOCATIONS OF ELEVATOR DISCONNECT SWITCH WITH ELEVATOR CONTRACTOR AND I INSPECTOR. PROVIDE ALL NECESSARY EQUIPMENT CONTROL AS REQUIRED BY ELEVATOR CODE. 22. COORDINATE EXACT LOCATIONS OF ALL ITEMS INSTALLED ON SITE WITH CIVIL ENGINEER. 23. COORDINATE ALL LOCATIONS OF RECEPTACLES AND SYSTEMS OUTLETS WITH IN ALL CASEWORK. 24. USE 10 AWG CU. CONDUCTORS FOR 20 AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET. USE 10 AWG CU. CONDUCTORS FOR 20 AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 200 FEET. 25. REFER TO THE SPECIFICATIONS FOR THE LIGHTNING PROTECTION SCOPE OF WORK AND PERFORMANCE CRITERIA REQUIREMENTS. 26. MERE MULTIPLE GFI RECEPTACLES ARE WIRED TO THE SAME CIRCUIT, ALL RECEPTACLES SHALL BE TIED TO THE LINE SIDE OF THE ADDITIONAL RECEPTACLES. NO FEEDING THROUGH THE LOAD SIDE TERMINALS. LIGHT FIXTURE SCHEDULE LAMPS TYPE MANUFACTURER CATALOG NUMBER VOLTS MOUNTING NOTES QTY TYPE JT824-232-G-FSA12.125- COLUMBIA EP-120-GLR 2'X4' RECESSED FLUORESCENT DAY B R I T E RECESSED TROFFER NTH ACRYLIC ... 1,/2EBlOR-GLR 2 32W 120 INTO PRISMATIC 0.125" NOMINAL LENS. LITHONIA 20TEI-232-A12125-120- T8 CEILING ELECTRONIC PROGRAM START ... ---- ----- -------- GLR- 1/� - ... BALLAST WITH LESS THAN 10% METALUX 26kg 2,32-Al25-120- THD. PROVIDE FUSING. ER81-GL L91 LIGHTING G*A125 2 32 SD SSOR UE F PATHWAY C92W-LOS8OO-D5-Z ...... I ....................... ....... .... -.1 ................................................ 6- CYLINDRICAL UP/DOWN LED OR EQUAL LED WALL LIGHT WITH MACHINED EXTRUDED ............... ...................... ........................................................ 2 800 LM 120 MOUNT AT ALUMINUM HOUSING. PROVIDE 3500K 10' AFF DIMMING DRIVER AND BRONZE ....................................... ------------------ ___ ------- ......................................................... ----- ... � I ................ .... I ...... I ... I ............. FINISH. FOCAL POINT FL6D-20LED-L40-120-RO- T.-.BH.-.L6.-.RO.-.D.N.-.CD.-.WP RECESSED RECESSED 6" OPEN CONE ....................................... . .. .. .... .. .... .. .... .. .. .. .. .... .. ..... .... OM6 LED 39 120 R6 INTO RECESSED LED DOWNLIGHT. cl OMEGA LED 40K MED CS 1 LED 120 CEILING CLEAR ALZAK REFLECTOR. ---- ................................... ... I .................................................. 6VLED-20004K-1 20/120- 4000K PROVIDE DIMMABLE DRIVER WITH PATHWAY LIGHTING EM-6VLEDMD-SCLPF LESS THAN 10% THD. PROVIDE ................ - FUSING. A6VLED-2-200OL-400OK- VANTAGE EM-L6060SCL FL6D-20LED-L40-120-RO- FOCAL POINT T-BH-L6-RO-DN-CD-WP - ..... - ........... OMEGA .................... ___ � � � OM6 LED 39 120 R6LED 40K MD CS RECESSED RECESSED 6" OPEN CONE 6VLED-20004K-120/120 1 LED 120 INTO CEILING RECESSED LED DOWNLIGHT. C2 PATHWAY LIGHTING -EM-6VLEDMD-SCLPF CLEAR ALZAK REFLECTOR. ........................................ .. A . 6 . VLED- . 2 . 2 . 0 . 00 . L . 4 . 0 . 00 . K .. . ....... ..... . .. .. . .... . .. .. . .... .. .. 4000K PROVIDE FUSING. VANTAGE L6060SCL UTHONIA DOM6LED-90OL-40K-120- ...................................... QL6.T73.-.E.LR ................. OREQUAL --------- RECESSED OUTDOOR RECESSED 6" LED C3 ....................................... ......................................................... INTO DOWNLIGHT WITH PRISMATIC LENS 1 LED 120 CEILING AND INTEGRAL EMERGENCY BATTERY PACK. ......................... ............. ........................................................ 4000K SURELITES CC4NC-WH-SD EMERGENCY WALL PACK WITH --- TUNGSTEN LAMPS. HEAVY DUTY CHLORIDE S-18N-Tg-w 6V NICKEL CADMIUM BATTERY UL EM .......................... .... ........................................................ 1 9W 120 WALL LISTED. PROVIDE NTH AC EELP EM-1-NI MOUNT INDICATOR LAMP, TEST SWITCH, ......... ............ - AND DUAL VOLTAGE INPUT. EXITRONIX ................... ................... LL50H .............. I ........................ I ................ I I I I WHITE IN COLOR. I I 0 z % \ It'll R C-4 1 W. :> Cal who. C; pq Z 004 Z 'j z 0 0 co c: co WS Z u z CU C) r Q) a 0 El o0 04 @ LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 AA26000587 LEISENP ANP I=IXTURE SCHEPULE ELECTRICAL NO 55CALE I GENERAL NOTES I 4 1. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF INSTALLATION AND DEMOLITION WORK WITH OTHER TRADES TO AVOID CONFLICTS. ELECTRICAL EQUIPMENT SCHEDULED FOR DEMOLITION SHALL BE PRESENTED TO OWNER FOR FIRST RIGHT OF REFUSAL SHOULD OWNER REFUSE, ALL EQUIPMENT SHALL BE DISPOSED OF IN SAFE LEGAL MANNER. 2. ALL UNUSED OR ABANDONED ELECTRICAL COMPONENTS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE REMOVED AND DISPOSED OF IN A SAFE AND LEGAL MANNER. 3. ELECTRICAL CONTRACTOR SHALL DISCONNECT AND OMAKE SAFE" FOR REMOVAL ALL EQUIPMENT (HVAC EQUIPMENT, AND ASSOCIATED COMPONENTS) SCHEDULED TO BE REMOVED. REFER TO MECHANICAL DRAWINGS FOR HVAC EQUIPMENT TO BE REMOVED. 4. DEMOLITION DRAWINGS ARE BASED ON FIELD OBSERVATION AND EXISTING RECORD DOCUMENTS. REPORT DISCREPANCIES TO THE ENGINEER BEFORE DISTURBING EXISTING INSTALLATION. 5. REMOVE ALL CONDUIT AND CONDUCTORS SUPPLYING DEMOLISHED EQUIPMENT TO PANEL OF ORIGIN. 6. ALL EXISTING TO REMAIN CIRCUITRY SHALL BE MAINTAINED AFTER THE DEMOLITION OF EQUIPMENT. PROVIDE CONDUIT, JUNCTION BOXES, CONDUCTORS, ETC. TO MAINTAIN CIRCUITS TO EXISTING TO REMAIN DEVICES AND EQUIPMENT. I KEYED NOTES I ODEMO ALL ELECTRICAL EQUIPMENT, LIGHT FIXTURES, WIRE, CONDUIT, BOXES, ETC. WITHIN THE DASHED LINE UNLESS OTHERWISE NOTED. (DEXISTING ELECTRICAL PANEL B AND DISCONNECT SWITCH TO BE REPLACED. DEMO PANEL AND SWITCH, BUT LEAVE ANY EXISTING CONDUIT AND WIRE HOMERUNS FED BY THIS PANEL THAT SERVE AREAS OUTSIDE OF DEMOLITION ZONE DESCRIBED BY KEYED NOTE 1. �DEXISTING FIRE ALARM INITIATING DEVICE OR NOTIFICATION APPLIANCE TO BE REMOVED AND REUSED IN NEW LOCATION. OEXISTING FIRE ALARM MONITOR MODULE TO MONITOR EXISTING HOOD DRY SUPPRESSION SYSTEM. REMOVE AND RELOCATE THIS MODULE TO NEW LOCATION OF DRY SUPPRESSION SYSTEM. (DREMOVE EXISTING PAGING HORN AND TURN OVER TO OWNER. �DEXISTING FIRE ALARM CONTROL PANEL TO REMAIN OPERATIONAL DURING DEMOL17ION AND CONSTRUCTION. OREMOVE EXISTING DIESEL GENERATOR AND EMERGENCY FEEDER M AUTOMATIC TRANSFER SWITCH. TURN OVER GENERAMR TO OWNER. C!)DEMO EXISTING AUTOMATIC TRANSFER SWITCH. �DDEMO EXISTING MANUAL TRANSFER SWITCH. SDEMO EXISTING TIMECLOCK. DEMO EXISTING GROUND -MOUNTED FLOOD LIGHTS AND ASSOCIATED CONDUIT, WIRE, ETC. REMOVE AND REPLACE ALL EQUIPMENT ON THIS WALL. REFER TO ELEVATION ON DRAWING E3.1 FOR DETAILS. -10 cn oi 0*, wil__ co cli cq Z Z Z 0 u s z cm cc C" 92 z'IL- N cm pq C'i 0 c: t� bu c: (D a) .4.9 w 04 E, LEANDRO A. ARROYO FL. REG, NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 AA26000587 C�EMOLITION PLAN - ELr=CTRICAL 1/81, = r-oll ww ..' - , - 77- 7 1 ...... I GENERAL NOTES I 1. ALL EXIT SIGNS, EMERGENCY WALLPACKS, AND EXTERIOR EMERGENCY FIXTURES SHALL HAVE A LOCAL (WITHIN SAME ROOM) UN -SWITCHED HOT, CONNECTED TO THE EMERGENCY BATTERY (TO FACILITATE BATTERY RECHARGING AND INITIATION OF EMERGENCY MODE UPON LOSS OF POWER). 2. PROVIDE WRING AS NECESSARY TO ACCOMMODATE SWITCHING FUNC71ON AS INDICATED ON FLOOR PLAN. 3. ALL LIGHTING FIXTURES SHALL BE TYPE 'A' U.O.N. 4. COORDINATE MOUNTING AND ROTATION OF EXTERIOR LIGHTING FIXTURES NTH ARCHITECTURAL ELEVATIONS. I KEYM NOTES I (DROUTE CIRCUIT THROUGH RELOCATED TIMECLOCK FOR TIME OF DAY CONTROL OF EXTERIOR LIGHTING. ONEW DIGITAL, ASTRONOMICAL TIME CLOCK NTH 7/365 DAY PROGRAMMING FOR EXTERIOR LIGHTING CONTROL. (TORK MODEL ELC72PC/120, OR APPROVED EQUAL). (DCONNECT NEW EXIT SIGN TO UNSWITCHED HOT LIGHTING CIRCUIT FEEDING THIS AREA. PROVIDE DUAL TECHNOLOGY WALL SWITCH OCCUPANCY SENSOR (WATTSTOPPER MODEL DW-100 FOR SINGLE POLE SWITCHES AND MODEL DW-103 FOR THREE-WAY SWITCHES, OR APPROVED EQUAL). S LO cn co 0. Z�c 0 CIJ Z Z z 0 SD s z u r6. 0 0 LLJ � 0 C14 c@_" LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 AAQ6000587 FLOOR PLAN - L16HT! N67 r=:2 .1 1/8, = if-011.0 0 I GBERAL NOTES I 1. DO NOT REMOVE ANY EXISTING FIRE ALARM DEVICES THAT ARE NOT IMPACTED BY PROJECT WORK. 0 4 ELEVATION GENERAL NOTES 1. CONTRACTOR SHALL REMOVE AND REPLACE PUMP ROOM EQUIPMENT AS NOTED. PROVIDE ADDITIONAL CONDUIT AND WIRE AS REQUIRED TO CAPTURE AND EXTEND EXIS11NG TO REMAIN CIRCUITRY. PRIOR TO ANY DEMOLITION WORK, FIELD VERIFY WITH THE OWNER THE REMOVAL OF EXISTING EQUIPMENT IN THE PUMP ROOM. ELEVATION KEYED NOTES ODEMO EXISTING 'PANEL A' AND PROVIDE NEW PANEL �Q DEMO EXISTING DISCONNECT SWITCH AND PROVIDE NEW WIREWAY ENCLOSURE. Q)DEMO ABANDONED CONTROLS ENCLOSURE. ODEMO EXISTING CIRCUIT BREAKER AND PROVIDE NEW CIRCUIT BREAKER. (DEXISTING MOTOR STARTER TO REMAIN. REMOVE AND RE -INSTALL ON NEW UNISTRUT FRAME. (DEXISTING WELL CONTROLLER TO REMAIN. REMOVE AND RE -INSTALL ON NEW UNISTRUT FRAME. OTEMPORARILY REMOVE AND SUPPORT EXISTING TO REMAIN EQUIPMENT, CONDUIT, ETC. FROM THIS WALL AND DEMO EXISTING PLYWOOD BACKBOARD AND 2X4 SUPPORTS. CDPROVIDE NEW UNISTRUT FRAME ANCHORED TO FLOOR AND WALL TO SUPPORT ELECTRICAL GEAR. RE -INSTALL EXISTING AND NEW EQUIPMENT. Bath ---- ---- ----- .... .... . ..... .... .... .... ---- ---- ---- ---- ---- --- .. .... .... .... .... ... - .. ......... .... .... ..... ..... . .. ..... .... .... ..... .. - - ---- ---- ----- ---- ---- ---- ---- .... .... .... ..... ..... .... .... ..... ..... .... .... ..... .... .... .... .. .......... ---------- .......... ............... ........... ------- . .. ...... ------- ............. .............. .. .... .. ....... ........... ...... -------- 1 1 -------- ------- ......... ........ Ck* ..... Office Ri -Office N F 8 1 ........... C !..Comrn. e r's Bunk ------ - �N< D7 115 Lobby Gear -2 ............. .... .. .... ... AH Room 110 B-7 ------- - ----- ........... -::::-:-rc - ---------- ----------- - ----------------- ------------ r ...... .. .. .. .. .. ......... . ..... ..... .... ..... ..... ......... ...... if ----------- Tower. 0. -----_------- PROVIDI . ........ ...... D CC I ....... ING; ---- ---- ---- Corridor 3 T- -- ---------------- . . ................ .......... . .. ......... .......................................... ..................... ................................................. ...... Storage 117 -18 omen B Fire Marshal's e Offlc 1ID-20,22; ----- ----- 113 6 ...................... B_� AM Corridor §60 OANEL B Kitchen or r ........... ................ All-�3 C ............. 1 7 14 Decontamination. F EF .......... E 14 .13 B :6 ........ ........... .......... AH-1 Dayroom Ke m en AH-1 % (D 10i T 3,15 ............... . ..... ...... ............ A 313 12 4A 3R WP 1-1,i� D-19,21 PANEL D ............. ---------- CU-4 CU-3 16 Bunk Breakroorn Room 122 ............ ............................ ---- ---- ----- PANEL A NREWAY G04ERATOR C.T. CABINE WELL RTARTF WELL, MCB T (D B-20 Equipment TROL R Generato Storage Room B-2 177 126 127 SERMCE DISCONNE(T 1 0 ATS-1 - - ------------------- - -- ............... .......... ............ ........... ........... �IJTILITY METER 1 1i Storage L ........................ ........... .......................................................................................... ....... ............................... ........... ........................... PUMP ROOM EL.EVATION 5/411 = I'-(Vv Apparatus Bay r 128 PROVIDE NEUTRAL Apparatus Bay 12.-j B-10,12 FA'SOER B-14 8=1.6 ..... ............ ........................................................... Apparatus Apparatus Bay Bay 130 131 PANEL C .... Mce .. ............ --------------- A7S-Z' SEWCE DI-SCON'NECT'2 ............................. UTILITY METER 2 TYPE �p 0 00 Do AS INDICATM ON DRAWING AT CEILING OR AS NOTED 3FF _j IRM ON MWW—NG 4e A.F.F4 MOUNTED M 17 ME ABOVE BMXWtAM DOUBLE RJ-45 7FMU RJ-45 wz-Fj=w fTF SINGLE 'r CONN. TYPE U-N-01-CAM ON MWW—M MODULAR VOICE/DATA/VIDE0 OUTLET LEGEND (UNLESS NOTED OMWISE) R.00R MOUNTED IN BOX (DEVICES MOUNTED AT 16" A.F.F. UNI NOTED 07HERWGP NOTE* MVIDE DOUBLE GANG DEEP STYLE BOXES WITH SINGLE GANG MUD RING AND 1* CONDUITS TO ABOVE CEILING. 2. UTILIZE EXISTING FIRE ALARM RACEWAYS WHERE AVAILABLE. PROVIDE NEW DEDICATED RACEWAYS MERE NEEDED AND TIE INTO EXISTING AT CLOSEST TIE POINT. NEW FIRE ALARM SYSTEM RACEWAY JUNCTION BOX COVERS SHALL BE PAINTED RED. MATCH EXISTING WRING COLOR CODE. 3. FIRE ALARM INSTALLER SHALL BE LICENSED IN THE STATE OF FLORIDA TO PERFORM FIRE ALARM INSTALLATIONS AND CERTIFICATIONS. RECERTIFICATION OF THE ENTIRE FIRE ALARM SYSTEM IS PART OF THIS CONTRACT. 4. NOT ALL EXISTING FIRE ALARM SYSTEM INITIATING DEVICES AND NOTIFICATION APPLIANCES AR SHOWN. NEW FIRE ALARM SYSTEM DEVICES SHOWN ARE TO ACCOMMODATE THE NEW INTERIOR RENOVATION AREA AND SHALL BE COMPATIBLE WITH THE EXISTING FACP. 5. UPGRADING THE EXISTING FIRE ALARM SYSTEM IS NOT PART OF THIS CONTRACT. 6. ALL NEW FIRE ALARM DEVICES AND COMPONENTS SHALL BE COMPATIBLE AND UL LISTED FOR USE WITH THE EXISTING CONTROL PANEL ONFW2-100 BY NoiinER.' 7. PROVIDE A ONE YEAR MANUFACTURER'S WARRANTY ON ALL COMPONENTS AND A ONE YEAR WARRANTY ON THE INSTALLATION. 8. ROUTE CAT6 AND RG-6 CABLE ABOVE NEW AND EXISTING CEILING ON V-HOOKS AT 48" O.C.. I KEYED NOTES I �])FIRE ALARM SYSTEM WITHIN THIS AREA IS EXISTING AND WILL NOT BE ALTERED UNDER THIS PROJECTS SCOPE OF WORK. I Q2FIRE ALARM SYSTEM MONITOR MODULE TO MONITOR KITCHEN HOOD FIRE SUPPRESSION SYSTEM. RELOCATE FROM EXISTING LOCATION TO NEW LOCATION OF SUPPRESSION SYSTEM. IQ LOCATION OF EXISTING FIRE ALARM CONTROL PANEL AND EXISTING RADIO FIRE COMMUNICATOR. I@AT CEILING FOR CEILING MOUNTED PROJECTOR. PROVIDE "EPSON MODEL POWERLITE 915VC OR APPROVED EQUAL PROJECTOR. PROVIDE "PEERLESS UNIVERSAL MOUNT MODEL #PRS-UNV- OR APPROVED EQUAL NTH EXTENSION TUBE, CORD MANAGEMENT ADAPTER, ESCUTCHEON RING AND ALL NECESSARY ACCESSORIES AND ADAPTERS FOR A COMPLETE CEIUNG MOUNTED PROJECTOR INSTALLATION. PROVIDE PEERLESS UNISTRUT CONNECTOR AND UNISTRUT SUPPORTED BY ALL THREAD FROM BUILDING ROOF STRUCTURE. PRO\ADE ALL PATCH CORDS TO CONNECT PROJECTOR TO CEILING A/V FACE PLATE FOR MULTI SOURCE FUNCTIONAUTY. (DPROVIDE 3 GANG FLOOR BOX -WIREMOLD #88OMP- NTH COVER PLATE FLANGE #837B AND COVER PLATES (1) EACH OF #829STC: (A/V), #828GFITC (DATA) AND #828R (POWER). (DPROVIDE DOUBLE GANG BOX AT 16* A.F.F. WITH GROMMETED FACE PLATE FOR OWNER'S AUDIO VIDEO CABLE. OEXISTING WALL MOUNTED DATA/COMM RACK. PROVIDE NEW 48 PORT CAT6 PATCH PANEL MOUNT BELOW EXIS71NG HORIZONTAL WIRE MANAGER. THIS NEW PATCH PANEL IS TO TERMINATE NEW CAT6 CABLES FROM RENOVATED AREA. CDPROVIDE NEW RG-6 SPUTTER ADJACENT TO EXISTING TAPS TO TERMINATE NEW RG-6 COAX FROM NEW CONFERENCE ROOM. MAKE CROSS CONNECTION TO EXISTING SYSTEM. �DWALL MOUNT AT 12" ABOVE CEILING FOR FUTURE WIRELESS ACCESS POINT. aNEW PANEL B. RECONNECT REMAINING CONDUIT AND WRING PREVIOUSLY FED FROM DEMOLISHED PANEL B IN ADDITION TO THE NEW LOADS INDICATED IN THE PANEL SCHEDULE. GGENERATOR REMOTE ANNUNCIATOR. COORDINATE FINAL LOCATION NTH OWNER PRIOR TO INSTALLATION. eA/V FACE PLATE AT WALL 16" A.F.F. AND AT CEILING ADJACENT TO PROJECTOR POWER NTH INTERCONNECTING CABLES. A/V FACE PLATE SHALL BE "EXTRON MAAP SERIES" OR APPROVED EQUAL NTH THE FOLLOWING CONNECTIVITY. VGA, COMPOSITE VIDEO (RCA), 3.5MM AUDIO, STEREO RCA, HDM 1 AND USB W. PROVIDE ALL ASSOCIATED PATCH CORDS AT CEILING AND WALL A/V FACE PLATES. ePROVIDE A DEDICATED 120 VOLT, 20 AMP CIRCUIT (B-17) AND A MOTOR RATED DISCONNECT SWITCH FOR CONDENSATE PUMP LOCATED ADJACENT TO AIR HANDLER. SPROVIDE CONTROL RELAY FOR LOAD MANAGEMENT OF AIR HANDLER DURING GENERATOR OPERATION. REFER TO DETAIL FOR ADDITIONAL INFORMATION. eLOCATE GENERATOR WITHIN CMU WALL RETAINING AREA. MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES. ePROVIDE 2-#6 CU AND 1-#10 CU E.G. IN %" CONDUIT TO PANEL D. PROVIDE NEW 60 AMP, 2 POLE BREAKER IN PANEL D TO RECEIVE NEW HOMERUN. C17�REFER TO PUMP ROOM ELEVATION ON THIS SHEET FOR DETAILED SCOPE OF WORK. U z" N E-4 Z� 4� L z CQ z z z z 0 Co u�, U CQ U3 0 z Cq 0 ICA PEI P4 C 0 LU . E @ LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 AA26000587 0 FLOOR FLAN - FOAER 1/8', - r-01' 0 E5. I 0 0 NOTE: SUPPORT FROM FIXTURE BODY (NOT T-BAR SYSTEM) TO STRUCTURE - 4 TIE WIRES PER FIXTURE. #10 AWG WIRES MINIMUM. T BAR NOTE: UNISTRUT ANCHORED TO BOTTOM OF BAR JOIST W/ PIPE OR BEAM CLAMP, AS NECESSARY OR WHEN WIRE ANGLE EXCEEDS 45 DEGREES. 2' X 4' LAY -IN FIXTURE (2' X 2' FIXTURE SIMILAR) :'_� 0v UNISTRUT FRAMING — BETWEEN BAR JOISTS T-BAR SUPPORTED INDEPENDENTLY OF FIXTURE TO STRUCTURE ABOVE. ROOF OR UPPER FLOOR STRUCTURE BAR JOIST LAY -IN CEILING NOTE:HANG FIXTURE FROM UNISTRUT FRAMING WITH 4 HANGERS PER FIXTURE. .2' X 4' RECESSED LAY- IN FIXTURE DETAIL NO SCALE PRESTRESSED CONC. SLAB (ROOF OR UPPER FLOOR) JUNCTION BOX SUPPORTS 1 PER BOX JUNCTION BOX JUNCTION BOX SUPPORTS TIED TO EYE BOLTS IN PRESTRESSED SLAB AND ANCHORED INDEPENDENTLY OF CEILING "T" BARS I LAY -IN CEILING EAv T -I NOTE:WIRE TIES TO BE #10 GAUGE SURFACE MOUNTED FIXTURE ON LAY- IN CELING NO SCALE ATTERY HARGER THERMOSTAT THERMOSTAT L_j THERMOSTAT ATS-1 CONTROL RELAY CONTROL RELAY CONTROL RELAY AIR HANDLER CONTROL TERMINAL AIR HANDLER CONTROL TERMINAL + AIR HANDLER CONTROL TERMINAL ATS LOAD MANAGEMENT CONTROL DETAIL N.T.S. AUTOMATIC poigIcy TRANSFER SWITCH lr— (ATS-1) @W.#X Wn I W/ LOAD LOCATE IN MANAGEMENT% GENERATOR ELECTRICAL ROOM GENERATOR CONTROL NEAR AUTOMATIC PANEL AUTOMATIC TRANSFER SWITCH 2 (ATS-2) TRANSFER SWITCH(ES) OR AS COORDINATED WITH FIRE MARSHALL NORMAL NORMAL (UTILITY (UTILITY OUTPUT 0 0 --- — — — — — — — — — — — — — — — — — — — - j POWER) POWER) BREAKERS,e-N BLOCK— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HEATER PROVIDE HOMERUN CIRCUITS AS SHOWN ON PLAN/ POWER PANEL, TO PANEL, OR AS REQUIRED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS. WATER PUMPING ELECTRICAL DISTRIBUTION SYSTEM STANDBY GENERATOR N.T.S. FIRE STATION ELECTRICAL DISTRIBUTION SYSTEM REMOTE ANNUNCIATOR LOCATE AS NOTED ON FLOOR PLANS. PANEL SHALL BE REC MOUNTED. Ulu= REFER TO DRAVANGS FOR NUMBER AND — — — — — — SIZE OF CONDUCTORS AND CONDUIT SIZES. PROVIDE NUMBER OF CONDUCTORS AND SIZE OF CONOU17S AS REQUIRED. REFER TO MANUFACTURER FOR EXACT REQUIREMENTS OF EQUIPMENT TO BE INSTALLED. z. 10 Ef 0 .1 I r ; 11�44 pq rn pq Z Z z 0 so U ce s z (D W 04 04 L> (9) LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 ip CANERDAY BELFSKY + ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 AA26000587 �T Vr=7AILS — r=Lr=CTfRlCoAL NO SCALE GENERAL NOTES 1. ALL GROUNDING ELECTRODE CONDUCTORS/GROUNDING CONDUCTORS INSTALLED UNDERGROUNDAN—SLAB SHALL BE IN PVC CONDUIT. 2. REFERENCE NEC 250.52 (B) AND 250.104(B) FOR BONDING METAL GAS PIPING. GAS PIPING TO BE GROUNDED WITH A GROUNDING CONDUCTOR SIZED PER NEC TABLE 250.122 OR A MINIMUM OF #6 AWG COPPER. 3. REFERENCE NEC 250.104(B) FOR BONDING ALL INTERIOR METAL PIPING AND AIR DUCTS. GROUND ALI SAME INTERIOR PIPING/DUCTS. 4. REFERENCE NEC 250.52(A)(4) FOR A GROUND RING ENCIRCLING THE BUILDING OR STRUCTURE, IF INSTALLED. GROUNDING CONDUCTOR SHALL NOT BE LESS THAN 2.5' BELOW THE EARTH'S SURFACE, CONSISTING OF AT LEAST 20' OF BARE COPPER, NOT SMALLER THAN #2 AWG. 5. REFERENCE NEC 250.106 AND NFPA 780 FOR LIGHTNING PROTEC11ON SYSTEMS, IF INSTALLED. LIGHTNING PROTECTION SYSTEM GROUND TERMINAL SHALL BE BONDED TO THE BUILDING OR STRUCTURE GROUND BUS. 6. ALL FLOOR —MOUNTED SWITCHBOARDS, PANELBOARDS AND TRANSFORMERS ARE TO BE INSTALLED ON 4" CONCRETE HOUSEKEEPING PADS. 7. ALL TVSS DEVICES SHALL BE PROVIDED AND INSTALLED PER DIVISION 16600 AND PER MANUFACTURERS STANDARDS. FOR CLARITY ONLY BONDING, GROUNDING AND NEUTRAL CONDUCTORS/CONNECTIONS ARE SHOWN. 8. IF A MAIN ELECTRICAL SERVICE IS SUPPLIED BY 120/208V 30 4—W, DISREGARD ALL POWER DISTRIBUTION STEP—DOWN TRANSFORMERS. 9. ALL COPPER GROUNDING ELECTRODES CONDUCTORS SHALL BE IDENTIFIED EVERY 4! WITH GREEN TAPE IF INSULATED AND EXPOSED. 10. REFERENCE NEC 250.58 COMMON GROUNDING ELECTRODE WHERE SEPARATE SERVICES SUPPLY A BUILDING, THEY SHALL BE PROVIDED WITH A COMMON GROUNDING ELECTRODE 11. ALL NATIONAL ELECTRICAL CODE ARTICLE NUMBERS ARE BASED ON THE 2002 N.E.C. 12. EACH CONDUCTOR SHALL BE PERMANENTLY IDENTIFIED AT GROUND BUS AS TO EQUIPMENT SERVED. EMERGENC%'� GENERATOR KEYED NOTES TERMINAL BUS FOR GROUNDING ELECTRODE TO GENERATOR T. GENERATOR SET/SYSTEM GROUNDED CONDUCTOR (NEUTRAL7) TO BE BONDED TO GROUNDING ELECTRODE CONDUCTOR/SYSTEM ONLY AT GENERATOR SET. U2 BONDING JUMPER SIZED PER TABLE 250.30(A)(1). (DPROVIDE EQUIPMENT GROUNDING CONDUCTOR SIZED PER 250.122. INSTALL CONDUIT UNDERGROUND FROM GENERATOR SET TO MAIN GROUNDING ELECTRODE GROUNDING ELECTRODE CONDUCTOR SIZED PER TABLE 250.66, SHALL BE ROUTED BACK TO AND TERMINATED AT MAIN BUILDING GROUNDING ELECTRODE BUSS. EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED PER 250.122 AND TERMINATED AT GROUND BUSS. GROUNDED CONDUCTOR (NEUTRAL) SHALL BE INSTALLED AND TERMINATED AT NEUTRAL BUSS. NOTE: NEUTRAL SHALL NOT BE BONDED AT 'ATS* ENCLOSURE. EMERGENCY AUTOMATIC GENERATOR PANELBOARD TRANSFER SWITCH MAIN ELECTRICAL SERVICE. KEYED NOTES STRUCTURAL BUILDING STEEL Q>BOND MAIN METAL PLUMBING PIPING WITHIN 5' OF ENTERING BUILDING. IF UNDERGROUND PLUMBING PIPING IS PVC, GROUND METAL PLUMBING WITHIN BUILDING AT CLOSEST ACCESSIBLE POINT. (DGROUNDING ELECTRODE CONDUCTOR SIZED PER TABLE 250.66. GROUND BUS — 4-0 WIDE X 18' LONG MINIMUM X 1/4- THICK SOLID COPPER TERMINAL BUS MOUNTED ON INSULATORS OFF WALL MINIMUM #4 COPPER GROUNDING ELECTRODE CONDUCTOR. MAIN GROUNDING ELECTRODE CONDUCTOR 20' BARE COPPER IN EARTH, BURIED 24' DEEP, SIZED PER TABLE 250.66. INSURE CONDUCTOR IS BURIED OUTSIDE OF BUILDING PAD AND NOT INSTALLED UNDER SLAB OR FOOTER. FOOTER STEEL IN GROUND. GROUND CONNECTIONS TO BE EXOTHERMIC WELDS TO A MIN. 1/2- THICK BY 20' LONG REBAR.1 GROUNDING ELECTRODE CONDUCTOR SIZED PER TABLE 250.66 BASED ON SECONDARY FEEDER CONDUCTORS. THREE COPPER GROUND RODS, 5/8- BY 20' LONG, SPACED A MINIMUM OF 10' APART. GROUND CONNECTIONS SHALL BE EXOTHERMIC WELDS. PROVIDE 6' PVC SLEEVE NTH THREADED CAP INSTALLED FLUSH WITH FINISHED GRADE FOR ACCESS FOR SERVICE AND/OR INSPECTION. EQUIPMENT GROUNDING CONDUCTOR ROUTED NTH PRIMARY ANDI SECONDARY FEEDERS SIZED PER TABLE 250.122. CONNECT TO GROUND BUS AT PANIELBOARD. NOT USED. TO UPPER FLOOR COMMUNICATION CLOSET NUMC A001 IfIA01 CA KEYED NOTES WONT) NEUTRAL (GROUNDED CONDUCTOR) SHALL NOT BE BONDED AT SECONDARY PANELBOARDS (FLOAT IF APPLICABLE). ALL ENCLOSURES/CONTROL CABINETS FOR SYSTEMS PER DETAJL SHALL BE GROUNDED WITH A MINIMUM #4 COPPER GROUNDING CONDUCTOR TO MAIN GROUNDING ELECTRODE BUSSBAR. INSTALL A GROUND BAR KIT CAPABLE OF TERMINATING ALL EQUIPMENT GROUNDING, CONDUCTORS ENTERING THE ENCLO! LIGHTNING PROTECTION SYSTEM AIR TERMINAL(S). (SEE GEN NOTE #5) IF PROVIDED, LIGHTNING PROTECTION SYSTEM GROUND TERMINALS SHALL BE BONDED TO MAJN BUILDING GROUNDING ELECTRICAL SYSTEM/BUSS. GROUND RING. (SEE GENERAL NOTE #4) MADE ELECTRODES INSTALLED AS NECESSARY PER MANUFACTURERS REQUIREMENTS. GROUND CONNECTIONS SHALL BE EXOTHERMIC WELDS. PROVIDE 6" PVC SLEEVE WITH THREADED CAP INSTALLED FLUSH NTH FINISHED GRADE FOR ACCESS FOR SERVICE AND/OR INSPECTION. NEUTRAL (GROUNDED CONDUCTOR) TO BE BONDED ONLY AT SERVICE MAIN. ALL OTHER BUILDING MAIN NEUTRALS ARE NOT TO BE BONDED (FLOATING). MUL11PLE FLOOR BUILDINGS OR BUILDING WITH MULTIPLE ELECTRICAL ROOMS SHALL HAVE GROUND BUSSES AT EACH ELECTRICAL ROOM INTERCONNECTED. USE REMOTE BUILDINGS, UPPER FLOORS, AND REMOTE ELECTRICAL ROOMS GROUNDING DETAIL FOR ALL OTHER FLOORS OR REMOTE ELECTRICAL ROOMS WITHIN SAME BUILDING. BONDING/GROUNDING PER NEC 250.66 OR 250.122 AS APPLICABLE. METAL HVAC DUCTWORK SHALL BE BONDED AS PER 250.104 (B) WITHIN THE MECHANICAL ROOM IN WHICH THEY ORIGINATE WITH A MINIMUM #6 AWG COPPER. UPPER FLOORS, REMOTE ELECTR I (SAL ROOMS 0 STRUCTURAL BUILDING STEEL NOT USED. (D GROUNDING ELECTRODE CONDUCTOR SIZED PER TABLE 250.66. GROUND BUS — 4! WIDE X 180 LONG MINIMUM X 1/4- THICK SOLID COPPER TERMINAL BUSS MOUNTED ON INSULATORS OFF WALL MINIMUM #4 COPPER GROUNDING ELECTRODE CONDUCTOR. NOT USED. (7� NOT USED. GROUNDING ELECTRODE CONDUCTOR SIZED PER TABLE 250-66 BASED ON SECONDARY FEEDER CONDUCTORS. NOT USED. EQUIPMENT GROUNDING CONDUCTOR ROUTED WITH PRIMARY AND SECONDARY FEEDERS AND SIZED PER TABLE 250.122. CONNECT TO GROUND BAR AT PANELBOARD. ALL TRANSFORMER SECONDARY NEUTRAL CONDUCTORS (GROUNDED CONDUCTOR) TO BE BONDED AT THE TRANSFORMERS. DO NOT BOND SECONDARY LOW VOLTAGE PANIELBOARD AND NEUTRAL TO UPPER FLOOR COMMUNICA71ON CLOSET (M4FI;F APPI IrARI F) NEUTRAL (GROUNDED CONDUCTOR) SHALL NOT BE BONDED AT SECONDARY PANELBOARDS (FLOAT IF APPLICABLE). ALL ENCLOSURES/CONTROL CABINETS FOR SYSTEMS PER DETAIL SHALL BE GROUNDED WITH A #4 COPPER GROUNDING CONDUCTOR TO MAIN GROUNDING ELECTRODE BUSSBAR. INSTALL A GROUND BUSS CAPABLE OF TERMINATING ALL EQUIPMENT GROUNDING CONDUCTORS EX17ING THE ENCLOSURE. (PROVIDE THE SAME FOR SECOND FLOOR COMMUNICATION ROOM WHERE APPLICABLE.) NOT USED. NOT USED. 0 MADE ELECTRODES INSTALLED AS NECESSARY PER MANUFACTURERS REQUIREMENTS. GROUND CONNECTIONS SHALL BE EXOTHERMIC WELDS. PROVIDE 6m PVC SLEEVE NTH THREADED CAP INSTALLED FLUSH NTH FINISHED GRADE FOR ACCESS FOR SERVICE AND/OR INSPECTION. METAL HVAC DUCTWORK SHALL BE BONDED AS PER 250.104 (B) WITHIN THE MECHANICAL ROOM IN WHICIi THEY ORIGINATE WITH A MINIMUM #6 AWG COPPER. MULTIPLE FLOOR BUILDINGS OR BUILDING NTH MULTIPLE ELECTRICAL ROOMS SHALL HAVE GROUND BUSSES AT EACH ELECTRICAL ROOM INTERCONNECTED. THE COPPER CONDUCTOR BETWEEN THE GROUND BUSSES SHALL BE SIZED AS PER TABLE 250.66 OR TABLE 250.122, WHICHEVER IS APPLICABLE. z 1-4 % f 1. 1, W* 6- Ic "I m Z 0 Z cj z 0 Q0 � a z co un) u R m z pq (D w N 0 CN @ LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 AA26000587 DETAILS ELECTRICAL NO SCALE 9 9 0 q IF EXISTING POLE MOUNTED UTILITY t A A). TRANSFORMER 120/240 V 30 r T SECONDARY 3-#3/0 CU & 1-#3 CU K;ill EXISTING MAIN SERVICE DISCONNECT 1 400/400/3 3-#3/0 CU & 1-#3 CU------<:, EXISTING A 75 KW EXISTING DIESEL A.T.S. GENERATOR EXISTING POLE MOUNTED UTILITY t A A A TRANSFORMER 120/240 V 30 SECONDARY 3-#3/0 CU & 1-#3 METER UTILITY ./—L-/ CT CABINET EXISTING FIRE DEPARTMENT DISCONNECT 4-500 MCM CU 2 200/200/3 EXISTING MAIN SPID DISCONNECT 2 400/400/3 4-#1 CU IN 1V C. 2 RUNS OF 4-#1/0 CU-------c> EXISTING M.T.S. C57< 400/3 2 RUNS OF 4-#1/0 CU r— EXISTING WIREWAY 3-#1/0 CU AND 1-#6 CU E.G. IN 2n C. EXISTING EXISTING MCB NG PANEL C 150/2 io 200A 3-#1/0 CU AND 1-j$ MCB CU E.G. IN 2- C. EXISTING /I/ DISCONNECT /2 EXIS71NG 200/150 HI -LEG PANEL D y/// 200A V/ ELECTRICAL SINGLE LINE - DEMOLITION 3-#3 CU EXISTING WELL 1 MCB 150/3 EXISTING WELL 1 STARTER EXISTING WELL 1 40 HP 230V/30 EXISTING POLE MOUNTED UTILITY TRANSFORMER 120/240 V 30 SECONDARY METER no UTILITY � CT CABINET 4-500 MCM CU 2 RUNS OF 4-#1/0 CU KEYED NOTES OREPLACE EXISTING 400 AMP FUSES NTH 300 AMP FUSES. PROVIDE PERMANENT PLACARD INDICA71NG NAME AND LOCATION OF THIS AND OTHER BUILDING SERVICE DISCONNECT LOCATIONS. 4a)DEMO EXISTING DISCONNECT SWITCH AND PROVIDE NEW WIREWAY ENCLOSURE WITH TERMINAL LUGS FOR TAP CONNECTIONS. (DREPLACE EXISTING 400 AMP FUSES NTH 200 AMP FUSES. PROVIDE PERMANENT PLACARD INDICATING NAME AND LOCATION OF THIS AND OTHER BUILDING SERVICE DISCONNECT LOCATIONS. OPROVIDE 1-1/0 CU. GROUNDING ELECTRODE CONDUCTOR TO EXISTING GROUNDING SYSTEM. SUPPLEMENT NTH 3-20'-Om X 3/4' GROUNDING RODS SPACED ONE ROD LENGTH APART. (DPROVIDE PERMANENT PHENOLIC IDENTIFICATION LABEL FOR EXTERIOR OF PANEL PROVIDE NEW TYPED PANEL SCHEDULE OF ALL LOADS SERVED TO BE PLACED INSIDE PANEL COVER. I LOAD SWMARY - SERVICE 2 1 EXISTING DEMAND DEMANDREMOVED DEMAND ADDED NEW DEMAND 300 AMP SERVICE IS ADEQUATE 18 KVA 5 KVA 40.1 KVA 53.1 KVA 127.7A 0 240V 30 EXISTING MAIN DISCONNECT 2 400/300/3 EXISTING POLE MOUNTED UTILITY TRANSFORMER 120/240 V �O SECONDARY 3-#310 CU & 1-#3 CU SPID 3-#310 CU & 1-#3 CU NEW 200A 4-POLE A.T.S.-1 NTH LOAD MANAGEMENT CAPABILITY 3-#3/0 CU & I-p CU NEW HI -LEG LIGHTING PANEL A 125A EXISTING MAIN SERVICE DISCONNECT 1 400/200/3 4-#3/0 CU & 1-#6 CU E.G. IN 20 C. 4-350 MCM CU & 1-#4 CU E.G. IN 3" C. NEW WIREWAY ENCLOSURE NEW 300A 4-POLE A.T.S.-2 NEMA 3R 2 RUNS OF 4-#1/0 CU ---r F-EXISTING WIREWAY 3-#110 CU AND 1-#6 CU E.G. IN 2" C. EXISTING MCB 1 bO/2 3-#110 CU AND 1-#6 CU E.G. IN 2" C. EXTEND EXISTING FEEDER WIRES AS REQUIRED NEW PANEL B 150A MCB EXISTING PANEL C 200A MCB EXISTING HI -LEG PANEL D 200A NEW ELECTRICAL SINGLE LINE 200/3 300/3 NEW 150 KW DIESEL GENERATOR 1 3-#3 CU NEW K C3 WELL 1 MCB 3 150/3 EXISTING WELL 1 STARTER EXISTING WELL 1 40 HP 230vl�o z 'wil L 10 Z Z Z 0 So E-; Z u cl, 'Coo Ln C) 4) c C) W C14 0 C14 LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 AA26000587 I SIN67LE LINE VIA67RAM - ELECTRICAL NO SCALE a 4 a 4 Generator Load Management Schedule Load Add Priority Remove Priority High Current Low Current Level Wait Level Wait Description # # Seconds Seconds Existing AH-1 1 4 60 (ADJ.) 60 (ADJ.) Existing AH-2 2 3 60 (ADJ.) 60 (ADJ.) New AH-3 3 2 60 (ADJ.) 60 (ADJ.) New AH-4 4 1 60 (ADJ.) 60 (ADJ.) SPARE 5 - - - SPARE 6 - - - SPARE 7 - - - SPARE 8 - - - SPARE 9 - - - The ATS shall have current based load management capability allowing the prioritized addition and removal of the loads shown in this schedule based on the measured output current through the generator. In the emergency position the ATS shall have high and low current level set points for shedding and re -adding loads and adjustable time delays shown in the schedule to prevent changes in outputs for momentary current variations. Control wiring from the load management relays in the ATS to the control circuit of the loads shown shall be provided by the installing contractor. The ,ATS shall be programmed to conform to this schedule by the generator set supplier at the time of startup. GENERATOR SCHEDULE MARK MANUFACTURER KOHLER MODEL NUMBER 10OREOZJF CAPACITY KW 102 PEAK STARTING KVA 0 15% V. DIP KVA 128 ENGINE MODEL 4045HF2851 4S12X ALT EPA CERTIFIED FUEL DIESEL ELECTRICAL CHARACTERISTICS V/O/HZ 240/3/60 ENGINE SPEED RPM 1800 FUEL CONSUMPTION 0100% GPH 8.2 SERVICE TYPE - STANDBY CLASS - 72 TYPE - 10 LEVEL - 1 SUB -BASE TANK GALLONS 600 REMARKS LOAD SERVING POLES AND AMPS VOLT AMPS A B CKT. LIGHTS POWER LIGHTS POWER RECEPT 7 1 20/1 1260 RECEPT 8 3 20/1 1440 RECEPT 4 5 20/1 720 RECEPT 6 7 20/1 1080 RECEPT 3 9 1 20/1 540 RECEPT 5 11 20/1 900 AH/CU-4 13 15/2 1 1560 15 - 1560 CONDENSATE PUMP 17 20/1 360 TIME CLOCK 19 20/1 6 EXT. LIGHTING 21 20/1 500 (E) MISC 23 20/1 1 120 (E) MISC 25 20/1 120 (E) MISC 27 30/1 120 (E) MISC 29 30/1 120 SPACE 31 SPACE 33 (E) MISC 35 20/1 120 (E) MISC 37 20/1 120 (E) MISC 39 20/1 120 SPARE 41 20/1 1 500 1 4800 0 5466 CALCULATIONS CONN. LOAD DESIG� FACTOR LOAD KVA AMPS KVA AMPS LIGHTING 3.6 14.9 1.25 4.5 18.6 CONV. OUTLETS 0.0 0.0 - 0.0 0.0 MOTORS 0.0 0.0 1 0.0 0.0 MISC 18.9 78.7 1 18.9 78.7 EWH 0.0 0.0 1 0.0 0.0 KITCHEN EQ. 2.0 8.3 0 0.0 0.0 SPARE 0.0 1 0.0 1 0.0 0.0 ISPACE ONLY 0.0 1 0.0 1 0.0 0.0 LOAD SERVING VOLT AMPS WIRE SIZE CKT. NO. CKT. NO. WIRE SIZE A B LIGHTS POWER LIGHTS POWER 12 1 2 10 1664 12 3 4 10 1408 12 5 6 12 1104 12 7 8 12 50 12 9 10 10 2250 12 11 12 10 2250 12 13 14 12 1000 12 15 16 12 1000 12 17 18 12 500 19 20 12 120 10 21 22 12 1500 12 23 24 12 120 12 25 26 12 120 10 27 28 12 120 10 29 30 1 12 120 31 32 33 34 12 35 36 12 120 12 37 38 12 120 12 39 40 12 120 41 1 42 1 1664 6714 1408 3900 PHASE LOADS A 13678 L B 110774 POLES I REMARKS AND AMPS CKT. 20/1 2 LIGHTING 20/1 4 LIGHTING 20/1 6 EWC 2 20/1 8 EXHAUST FAN 30/2 10 DRYER - 12 20/1 14 WASHER 20/1 16 ICE MAKER 20/1 18 PROJECTOR 20/1 20 1 GEN BATT CHARGE 20/1 22 GEN HEATER 20/1 24 (E) MISC 20/1 26 (E) MISC 20/1 28 (E) MISC 20/1 30 (E) MISC 32 SPACE 34 SPACE 20/1 36 (E) MISC 20/1 38 (E) MISC 20/1 40 (E) MISC 20/1 42 SPARE REMARKS: * PROVIDE GFCI CIRCUIT BREAKER (E) EXISTING TO REMAIN LOADS: CONTRACTOR SHALL FIELD VERIFY QUANITY AND SIZE OF NEW BREAKERS TO FEED EXISTING LOADS PRIOR TO ORDERING PANEL : B MOUNTING: SURFACE VOLTS: 120/240, 1PH, 3W MAIN SIZE: 150 AMPS MAIN TYPE: MCB (TOP MOUNTED) BRACING: 35 KAIC EM I JOB #12-0660 0 NOTE: ALL CONDUCTORS ARE #12 AWG UNLESS OTHERWISE NOTED HERE IN OR ON RISER DIAGRAM, OR AS NOTED IN THE SPECIFICA11ONS FOR VOLTAGE DROP. PROVIDE A DEDICATED NEUTRAL FOR EACH FLUORESCENT LIGHTING CIRCUIT, CONDUCTORS SERVING 20 AMP BRANCH CIRCUITS SHALL BE #10 AWG UNLESS OTHERNSE NOTED. REMARKS LOAD SERVING LOAD SERVING REMARKS 1 POLES AND AMPS VOLT AMPS VOLT AMPS A 8 C POLES AND AMPS A 6 C WIRE SIZE CKT. NO. CKT. NO. WIRE SIZE 3 PHASE INFO CKT. LIGHTS POWER LIGHTS POWER LIGHTS POWER LIGHTS POWER LIGHTS POWER LIGHTS POWER CKT. 3 PHASE INFO SCHD SIREN 1 1 40/3 1 2 30/2 2 CHLORINE PUMP SCHD H.P 3 - 3 4 - 4 H.P HT/KW 5 - 5 6 20/1 6 TELEM CONTROL HT/KW I SCHD AUTOCON CONTROL 7 20/2 7 8 20/1 8 SPARE SCHD H.P 9 9 10 30/2 10 SPARE H.P HT/KW SPACE 11 11 12 - 12 HT./KW SCHD CL2 ANALYZE 13 20/1 13 14 20/1 14 LIGHTS SCHD_ H.P 15 15 16 16 H.P HT/KW RECEP 17 20/1 17 18 20/1 18 FUEL PUMP HT/K SCHD FAN 19 20/1 19 20 20/1 20 SPARE SCHD H.P 21 21 22 22 H.P HT/KW WATER TANK LIGHTS. 23 20/1 23 24 3011 24 SPARE HTAW I SCHD SPARE 25 20/1 25 26 26 SPACE SCHD H.P SPARE 27 1 20/1 21tE 28 SPACE H.P HT/KW SPARE 29 1 20 1 29 30 SPACE HTAW - LIGHTING CONV. OUTLETS MOTORS MISC EWH KITCHEN EQ. SPARE SPACE ONLY 0 1 0 1 0 1 0 1 0 CALCULATIONS CONN. LOAD DESIGN LOAD KVA AMPS FACTOR KVA AMPS 0.0 0.0 1.25 0.0 0.0 9 PHASE LOADS A 0 B C go 0 1 0 1 0 1 0 REMARKS: IDENTIFY HIGH LEG (B PHASE) 0.0 0.0 - 0.0 0.0 0.0 0.0 1 0.0 0.0 0.0 0.0 1 0.0 0.0 PANEL : A 0.0 0.0 1 0.0 0.0 MOUNTING: SURFACE 0.0 0.0 0.65 0.0 0.0 VOLTS: 120-240, 3PH, 4W 0.0 1 0.0 1 0.0 0.0 MAIN SIZE: 125 AMPS 0.0 0.0 - 0.0 0.0 MAIN TYPE: MCB TOTAL 0.0 0.0 0.0 0.0 BRACING- 22 KAIC NOTE: ALL CONDUCTORS ARE #12 AWG UNLESS OTHERWISE NOTED HERE IN OR ON RISER DIAGRAM, OR AS NOTED IN THE SPECIFICATIONS FOR VOLTAGE DROP. EMI JOB #12-0660 PROVIDE A DEDICATED NEUTRAL FOR EACH FLUORESCENT LIGHTING CIRCUIT, CONDUCTORS SERVING 20 AMP BRANCH CIRCUITS SHALL BE #10 AWG UNLESS OTHERMSE NOTED. THE CIRCUIT BREAKER FEEDING THE SPID DEVICE SHALL BE INSTALLED AS CLOSE TO THE SPID DEVICES AS POSSIBLE TO MINIMIZE THE LEAD LENGTH. RELOCATE CIRCUIT BREAKERS AS REQUIRED L 0 Z Z t; U-5 C Z U C0101 C,- 0 r6. C5 CQ CC" -E (1) q LLJ C14 _0 LEANDRO A. ARROYO FL. REG. NO. 12326 CITY OF ZEPHYRIHILLS RENOVATION OF FIRE RESCUE STATION NO. 2 CONSTRUCTION DOCUMENTS 12-07-2012 CB+A #1202 91 CANERDAY BELFSKY ARROYO ARCHITECTS 800 SECOND AVENUE SOUTH ST. PETERSBURG, FL 33701 (727) 823-0675 AA26000587 I -N � F 1 111 1 ELECTR, I CAL NO SCALE 0 M E7 i f -1 1 S