Loading...
HomeMy WebLinkAbout7346 Gall Blvd2 AERIAL LEGAL DESCRIPTION: AS PER PASCO COUNTY PROPERTY APPRAISER SITE CONSTRUCTION PLANS FOR Di7c*"*SS, 'r0Z LOSS BUILDING EXPANSION 7346 GALL BOULEVARD ZEPHYRHILLS. FLORIDA PARCEL ID NUMBER: 35-25-21-0010-08800-0000 (b 0 200 400 SCALE (IN FEET) ZEPHYRHILLS COLONY CO LANDS PB 1 PG 55 POR TRS 73 88 & 89 & POR OF LOT 8 PASCO MEDICAL ARTS CENTER PB 23 PG 24 BEING MORE PARTICULARLY DESC AS: COMAT NW COR OF SW1/4 OF SEC 35 TH ALG N LN OF SAID SW1/4 S89DEG 51' 40"E 15.00 FT TH SOODEG 07' 20"W 514.86 FT TO PT ON W BDY OF TR 73 FOR POBTH S89DEG 50'57"E 188.54 FT TH SOODEG 09' 03"W 16.33 FT TH S89DEG 50'57"E 305.23 FT TH SOODEG 9' 3"W 65.00 FT TH S89DEG 50'57"E 154.33 FT TOE BDY OF TR 73 TH S09'3"W 433.51 FT TH N89DEG 55'34"W 50 FT TH S09'03"W 117 FT TH N89DEG 55'34"W 20OFT TH S09' 3'"W 109 FT TH N89DEG 55'34"W259 FT TH S09'3"W 205.36FT TO N R/W LN OF N MEDICAL AVE TH N89DEG 56'33"W 133.84 FT TO E R/W LN OF US HWY 301 TH CV CONCAVE TO W RAD 57395.80 FTCHD NOODEG 4'19"W 747.11 FT TH S89DEG 50'57"E 171.18 FT TH NOODEG 7'20"E 197FT TH N89DEG 50'57"W 173.54 FT TH NOODEG 7' 20"E 3 FT TO POB4OR 7642PG342 PROJECT TEAM LAND OWNER: ARCHITECT: TOWNVIEW RETAIL, LLC BARR ARCHITECTURAL STUDIO C/O STOLTZ MANAGEMENT CONTACT: RON BARR AJ_A. CONTACT: PHIL DONNELLY 5011 SOUTH STATE ROAD 7, SUITE 107 725 CONSHOHOCKEN STATE RD DAVIE, FLORIDA 33314 BALA CYNWYD PA 19004 PHONE: (954) 274-9438 PHONE: (610) 667-5800 EMAIL: RON@BARRARCHITECTURE.COM EMAIL: PDONNELLY@STOLTZUSA.COM 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 SURVEYOR: NORTHSTAR SURVEYING & MAPPING, INC. CONTACT: PETER J. LEMAY, PSM 34431 LEMAY DRIVE WESLEY CHAPEL, FL 33543 PHONE: (813) 779-7123 EMAIL: PETLEM@MSN.COM UTILITY PROVIDERS WATER: POWER: CITY OF ZEPHYRHILLS DUKE ENERGY CONTACT: JOHN BOSTIC CONTACT: DARRYL FOSHEE 5335 8TH STREET 36453 OLAND BLVD. ZEPHYRHILLS, FL. 33542 ZEPHYRHILLS, FL. 33541 PHONE: 813-780-0006 PHONE: (813) 783-6944 JBOSTIC@CI.ZEPHYRHILLS.FL.US EMAIL: DARRYL.FOSHEE@DUKE-ENERGY_COM SEWER: PHONE: CITY OF ZEPHYRHILLS VERIZON CONTACT: JOHN BOSTIC CONTACT: CHARLES WELLS 5335 8TH STREET 1909 US 301 NORTH ZEPHYRHILLS, FL_ 33542 TAMPA, FL. 33619 PHONE: 813--780-0006 PHONE: (813) 731-5964 JBOSTIC@CI.ZEPHYRHILLS.FL.US NATURAL GAS: PEOPLES GAS CONTACT: KEN MIRACOLA 1400 CHANNELSIDE DRIVE TAMPA, FL. 33605 PHONE: 813-927-7719 EMAIL KCMIRACOLA@TECOENERGY.COM SEPTEMBER 2013 B-} Ave :b'P u� cot :,Ati (c FrOly N nd Rd IE7imock, Dr 4 r> ..._�. Nli ,d e ,t xtrt.: sa .� - t e, i A, Nr it3,l Hd -AfA , H') Ln spy SOAyt fAl P;71..Yl.1 - err,, bar;;e.fona Ave s.7 A p cb R(EI era Awl., i4B e,arn Anc J f 'WrJbN T )il T: n.c Ln �air'e'�-»� .`a M4e�t6r_�C WPo;,rr iy Ptr', ry i' t,5eodhnd Dr SHEET INDEX X.11 SHEET NO. DESCRIPTION ns, n. C01 COVER SHEET CO2 GENERAL CONDITIONS CO3 EXISTING CONDITIONS/ DEMO PLAN C04 SITE PLAN �i Ave C05 PAVING, GRADING, DRAINAGE PLAN C06 UTILITY PLAN C07 CONSTRUCTION DETAILS E2 y �'IT."nf itC (1 !,K l l o A'e f,, SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST LOCATION MAP N.T.S REVISIONS PREPARED BY: Goa�l�u�sou �tJla���2�NG� is ©2013 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 Eth Ef PROJECT LOCATION rak �cVIEW DATC CITY OF PLA �MYRHILL Ivs q ��- ALL WORD SHALL COMPLY' WITH ALL PREVAILING CODES, FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE AND CITY OF Z�EPHHRTIILLS ORDINANCES N. (r' No 55433 = ', cq 0 r- * LL m A►TE OF m#"" ✓04w0®r fi 0 /V'io%' •ma g�.J wLL*' ilk+do-` r s�mA a.aaa.ba�aa 'q l.J,.. O a K�6 �64o SEP 0 5 2013 U) o w IY U r r LJ in in'i"n, " .,. iL'LVL 1. r 1 1 1 1 r 1. 1 II _ II 1.. 11F n:19'lll'LL'E�.2J7::-0'1'_l: _ _- L....L I __. I _ _ _.__ -._._._. HI I III I. 1 II 1 1 1 I _._.-. __-L_._ I I.___ _._. GENERAL SIGNING AND PAVEMENT MARKING EROSION CONTROL NOTES N 0 0 1. IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" (LATEST EDITION) BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" 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 WITH THE CONTENTS PRIOR TO COMMENCING WORK. 2. IF WITHIN THAT PARTICULAR SECTION 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 WORKMANLIKE MANNER AND SHALL CONFORM WITH 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 WHICH TIME ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING ABOVE -GROUND, UNDERGROUND, AND ON THE SURFACE STRUCTURES AND UTILITIES 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 WHICH 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. WHERE ENCOUNTERED, UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH AND AREA DETERMINED BY THE GEOTECHNICAL ENGINEER AND BACKFILLED WITH CLEAN GRANULAR SAND OR SELECT MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER. 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 WITH 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. SODDING: 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 WITH SECTION 160 OF THE STANDARD SPECIFICATIONS. 2. ALL STABILIZED AREAS SHALL BE COMPACTED AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. 1. ROCK BASE SHALL BE CONSTRUCTED PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATION OF EITHER UMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OF THE STANDARD SPECIFICATIONS. 2. UMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH 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. PRIME AND TACK COAT 1. PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. ASPHALTIC CONCRETE SURFACE COURSE ACSC 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. 1. ALL PARKING SPACES, WITH THE EXCEPTION OF THE HANDICAPPED PARKING SPACES, SHALL BE MARKED IN WHITE, RETRO-REFLECTIVE 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 SHALL BE PER THE GEOTECHNICAL ENGINEER'S RECOMMENDA11ONS AND MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. 2. 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, UN71L THE PROVISIONS OF THESE SPECIFICATIONS ARE MET. 3. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. SHOP DRAWING SUBMITTALS THE FOLLOWING INFORMATION AND/OR DRAWINGS SHALL BE SUBMITTED TO THE PROJECT ENGINEER AND WHERE REQUIRED, THE 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, "MOT", 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. 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 WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA. CONSTRUCTION OBSERVATION THE CONTRACTOR SHALL N01IFY 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 RETENTION AREAS AND SWALES. 4. SEEDING, MULCH, AND SODDING IN AREAS WHERE EROSION IS EVIDENT OR WHERE PLANS SO IDENTIFY. UBLIDES 1. LAYING OF PIPE (BEFORE BACKFILL). 2. JACK AND BORING OR DIRECTIONAL BORING. CONCRETE 1. COMPLE11ON OF FORMING FOR CURBING, SIDEWALK, AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE. AVEM NT 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 INSPECTIONS APPLY). RECORD DRAWINGS 1. THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH 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 COMPLETION OF THE PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. RECORD DRAWINGS SHALL BE CERTIFIED BY A SURVEYOR REGISTERED IN THE STATE OF FLORIDA. CLEAN-UP 1. THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUC11ON 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 THE 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 WITH STORMWATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVEN1ION 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. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 6. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH 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. 7. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 8. 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. 9 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. 10. RUBBISH, TRASH, GARBAGE, LITTER, 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. 11. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN, SHALL BE IN111ATED AS SOON AS PRACTICABLE. 12. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS WHERE CONSTRUCTION HAS TEMPORARILY CEASED. 13. DISTURBED PORTIONS OF THE SITE WHERE 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 SECTION 981 OF THE STANDARD SPECIFICATIONS FOR SEEDING AND MAINTENANCE REQUIREMENTS. 14. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES 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. 15. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKnLUNG OF TRENCHES FOR UTILITY CONSTRUC11ON AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. 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/RETENTION 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. �1►LLL09 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 STABILIZATION 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 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION 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 WHEN 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 WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 55 CY/ACRE. 7. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 Know what's below. Cali before you dig. V � � Ir Baw- zc�S NNiF :2 W» o v, �1 j ca zcar0 �, ar M - +�' w n @ to X W Uj J � � a Q LL. F--- U7 (1) W ¢ "- Z Q 100 U) cr- LU Z f (r ELCW N "" 0 10 -3CJ) NXI X 7131/13 1306001 M SUNSHINE STATE ONE CALL OF FLORIDA, INC. CO2 s* U a. r� 0 04 tfi a� r] C3 U rn z Q a o W u I V) to 0 I U r 0 U c 0 U v v cn 0 ry CL I W 4 N C I O 0 c0 0 i ci ai 0 c rn 0 C� EXISTING LIGHT POLE REMOVE EXISTIN TO REMAIN (TYP) CURB (TYP) II tt !i EI ice%' li °I + EXISTING FH a; i ASSY. !t EXISTING SEWER NG a SERVIDE TO REMAIN RMOTO BE R MObED °I EXISTING B" PVC WATER MAIN (TO REMAIN) SUNTRUST BANK � I° fl 25 fl C4, cj- I it 19 it d n f n REMOVE EXISTING/REMOVE it EXISTING PAVEMENT TYP II >K ! PAVEMENT AND CURB REMOVE EXISTING CURB (TYP)- t t .g• _3 IIt 1 2.> 1r� Ili' ,.. u 8 CONCHij G REMOVE EXISTING TREE (TYP) OPEN CUT AND PATCH i I I (SEE UTILITY PLANS) ELEVATION AT (TO PINCH A PENNY I EXISTING U11UTY SERVICES TO BE RELOCATED (TYPE (SEE UTILITY PLANS) EXISTING 6" PVC LATERAL _�(TO REMAIN) SEE ARCHITECTURAL PLANS ELEVATION AT FOR CONTINUATION THRESHOLD=52.41 ' REMOVE EXISTTNG_,,/ _REMOVE EXISTING CONCRETE CONCRETE SIDEWALK (TYP) EXISTING ELECTRICAL SERVICE(S)T I DRESS FOR LcSS FINISH FLOOR ELEVATION = 52.50'(AT MAIN ENTRY) (BASIS OF ELEVATIONS) HANDICAPPED REMOVE EXISTING CONCRETE (TO BE REMOVED) SIDEWALK (TYP) EXISTING BUILDING TO BE DEMOLISHED SEE ARCHITECTURAL PLANS FOR DETAILS EE t V'i71C�N AT REMOVE EXISTING \A _ CONCRETE PAD, BOLLARDS, 'j REMOVE EXISTING ETC (T)P) 6" CURBING (TO BE REMOVI REMOVE EXISTING PA mot. Y -A A INLET TOIL _ 4B, 2 ' 0 20 40 SCALE (IN FEET) EXISTING 8" PVC WATER MAIN (TO REMAIN) i OPEN CUT AND PATCH (SEE DRAINAGE PLANS) EXISTING WATER SERVICE AND FIRE SERVICE TO BE ABANDONED SOLATTON VALVES DO NOT EXIST COORDINATE WITH CITY OF ZEPHYRHILLS UTILITY AND FIRE DEPARTMENTS REMOVE EXISTING �.� ASPHALT 1; ! ° 1 ' WIDE CONCRETT Rl r" I°' REMOVE EXISTING CURBS RE 7AIN;1NG W,At. AND ISLAND (TYP) : + EXISTING OVERHEAD POWER TO BE RELOCATED rCOORDINATE WITH DUKE ENERGY SEE U11LITY PLANS k� TO R AIN) TYPICAL EXISTING 6 PVC LATERAL CONCRETE'` (TO REMAIN) ELEVATION AT REMOVE EXISTING 8" CON CR ELEVATION AT I �,� fl CURBING » THRESHOLD=52.44 ASPHALT t - !I ` EXISTING 6 CLEANOUT TO THRESHOLD-52.49 {�`, (TO BE REMOVED) - d , REMAIN ! - & XISTING POWER POLES I }cx BOLLARD EXISTING UTILITY SERVICES TO BE RELOCATED ' - �a�' T`O BE REMOVED) TO BE RELOCATED (TYP) ' -1 COORDINATE WITH DUKE ENERGY -- - -* (SEE UTILITY PLANS) BO (SEE UTILITY PLANS) aca�xH� REMOVE EXISTI TEMPORARY BENCH MARK REMOVE EXISTING T IC1N Ar`xxx CONCRETE ELEVATION = 51r39 ASSUMED L IN ASPHALTPAVMENT (TYP) SHOJ_n=.a ,. a ELEVATION AT _ xaex x ELECTRICAL EXISTING SG MO ( TEMPORARY BENCH MARK HANDICAPPED THRESHOLD=53.50 RAMP REMOVE EXISTING PAVEMENT � NAIL IN ASPHALT CURB TYP REMOVED) REMOVE EXISTING CONCRETE - REMOVE EXISTIN) �DEWALK (TYP) x�x x xcnE-xaE xw LEVATIDN = 5O.Q3'(ASSUMED) SHOPPING CENTER ENTRY DRIVE (TO BE 1 (TO REMAIN) Il_ '— — — — �" — �' '� — — — EXISTING WATER SERVICE 1:.1. r 4'ATt� the .� i ISOLATION VALVES DO NOT EXIST �4 <. J HR SH'OLO =.53, 48' UTILITY D TE WITH CITY OF EPHYRHILLS ,. DEPARTMENT j� COORDINATE L'LEt�;�1TI�t�WV ,�dT { EXISTING LIGHT POLE i" i° ; 7HRESHOL.D-=53.57' x :47 TO REMAIN (TYP) � Ise:, (TO REMAIN) �- ------ - ---- _ _ __ ---- -- _— — — — — — — — — CAP AND ABANDON I EXISTING U71UTY SERVICES OPEN CUT AND PATCH m � EXISTING WATER SERVICE I 1 ry TO BE RELOCATED (TYP (SEE UTILITY PLANS) : L 4 ,'ION AT COORDINATE WITH CITY I � OPEN CUT AND PATCH (SEE UTILITY PLANS) s , w �, _ �, 1� �,"'.,, Ir",f�-�;4.4.,,' OF iEPHYRHILLS UTILITIES I 1 (SEE UTILITY. PLANS) EXISTING 8" PVC SANITARY TJ MAX (:Q aj EXISTING 8" PVC WATER MAIN (TO REMAIN) REMOVE EXISTING MAIN (TO REMAIN), a' WANDiCAf PED I ^ �. I � CONCRETE ELEVATION AT � �! T Hf?�:.�hCl_i�w.�•�. � ? ' � Gt�h9, Ate �O�' °I (TO REMAIN) �412F.r1 ELLVAD'ON' AT THRESHOLD=54.5. EXISTING 4" PVC I TOP=53, 40* FORCEMAIN TO REMAIN) ) NOTE: EXISTING UTILITY LOCATIONS OBTAINED FROM AS--BUILTS AND NOT FIELD VERIFIED. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIORT TO COMMENCEMENT OF CONSTRUCTION LEGEND PROPERTY LINE REMOVE EXISTING PAVEMENT, WALLS, CONCRETE, ETC. f f /, z DENOTES EXISTING ON -SITE UTILITY TO BE REMOVED XDENOTES EXISTING TREE, LIGHT POLE, ETC. TO BE REMOVED UNLESS OTHERWISE INDICATED ON PLANS, EXISTING ABOVE AND BELOW GROUND STRUCTURES, UTILITIES, APPURTENANCES, PAVING, BASE MATERIAL, LANDSCAPING, ETC. WITHIN PROJECT AREA TO REMAIN. DEMOLITIONPHASING NOTES: 1ui M Q 00 1. UNLESS OTHERWISE INDICATED ON PLANS, EXISTING SITE FEATURES WITHIN 0 041 PROJECT AREA TO REMAIN. 2 � V �'En 1 oz A 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING �i `6 zI U o ABOVE-GROUND, UNDERGROUND, AND ON THE SURFACE STRUCTURES AND UTILITIES L`! .•.. c�1oi6r- z z a AGAINST ANY CONSTRUCTION OPERATION THAT MAY CAUSE DAMAGE TO SAID FACILITY. w a W a THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSEQUENTIAL DAMAGES RESULTING z N `` ccn iE ' FROM LACK OF PROTECTION. o � � � +• W LZ In a 1SOME, BUT NOT NECESSARILY ALL, EXISTING UNDERGROUND UTILITIES ARE SHOWN \VAV\ � co p Q IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY Q - �9 i c THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE V aj ? n EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE Ei OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY �"Ld � AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL o DEVIATIONS. 0 4. THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY OWNERS FOR REMOVAL, RELOCATION, AND ALTERATION OF THEIR EXISTING FACILITIES. 5. WHERE ENCOUNTERED, UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH U AND AREA DETERMINED BY THE GEOTECHNICAL ENGINEER AND BACKFILLED WITH CLEAN GRANULAR SAND OR SELECT MATERIAL AS APPROVED BY THE GEOTECHNICAL ENGINEER. W 6. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. WW 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. (� SOIL MANAGEMENT_ IF IMPACTED (CONTAMINATED) SOIL IS ENCOUNTERED DURING CONSTRUCTION = ACTIVITIES NOTIFY THE GEOTECHNICAL ENGINEER FOR SPECIFIC RECOMMENDATIONS. TYPICALLY, THE IMPACTED SOIL SHALL BE MANAGED ON SITE IN THE FOLLOWING MANNER: Q • THE GENERAL CONTRACTOR SHALL PREPARE AND IMPLEMENT A SITE -SPECIFIC HEALTH AND SAFETY PLAN FOR POTENTIAL HANDLING OF THE IMPACTED SOIL AND GROUNDWATER ON THE SITE. CONTAMINANTS THAT MAY BE ENCOUNTERED INCLUDE VOCS IN THE SOIL; v • IF THE IMPACTED SOIL IS EXCAVATED FROM THE SPREAD -FOOTING AREAS AND/OR CUT AREAS AND TEMPORARILY STOCKPILED ON SITE OVERNIGHT, IT SHOULD BE COVERED WITH PLASTIC SHEETING TO PREVENT RUNOFF FROM PRECIPITATION AND TO PROVIDE DUST CONTROL ON THE SITE; • THE ENTIRE VOLUME OF IMPACTED SOIL CAN BE RE -USED AS STRUCTURAL FILL MATERIAL (IF STRUCTURALLY SUITABLE) IN AREAS THAT WILL BE COVERED BY THE PROPOSED PARKING LOT AND BUILDING FOOTPRINT. THE IMPACTED U SOIL USED AS STRUCTURAL FILL MATERIAL MUST BE PLACED A MINIMUM OF 3 U) 2i FEET ABOVE THE HIGH WATER TABLE DEPTH OF THE SITE; U) W • THE REMAINDER OF THE IMPACTED SOILS IF REMOVED FROM THE SITE ARE TO W cl BE PROPERLY DISPOSED IN AN OFF -SITE LANDFILL PERMITTED FOR SUCH USE. .-..1 • IF UNEXPECTED PETROLEUM CONTAMINATION IS FOUND IN THE SOIL DURING Z EXCAVATION ACTIVITIES, THE SOILS SHALL BE TESTED TO DETERMINE THE Q 0 APPROPRIATE DISPOSITION FOR THE SOILS. THE EXCAVATION CONTRACTOR h SHALL BE INSTRUCTED TO NOTIFY THE GEOTECHNICAL ENGINEER IF UNEXPECTED SOIL CONTAMINATION IS ENCOUNTERED. A PID METER SHALL BE W UTILIZED AND POSSIBLE LABORATORY TESTING SHALL BE COMPLETED TO W Q DETERMINE THE APPROPRIATE DISPOSITION FOR THE SOILS. W U • DERMAL CONTACT WITH THE IMPACTED MATERIALS PLACED WITHIN THE FOOTING o ❑ OF THE STRUCTURE OR BENEATH THE FLOOR SLAB OF THE STRUCTURE SHALL 1 BE PREVENTED BY CAPPING WITH THE POURED CONCRETE FOOTING AND THE co BUILDING FLOOR SLAB; • DERMAL CONTACT WITH THE IMPACTED MATERIALS PLACED WITHIN THE PARKING LOT SHALL BE PREVENTED BY CAPPING WITH NEW BASE COURSE AND N IMPERMEABLE ASPHALT; • DERMAL CONTACT WITH THE IMPACTED MATERIALS PLACED WITHIN THE LANDSCAPE AREA SHALL BE PREVENTED BY THE ADDITION OF A GEOTEXTILE BARRIER AND A MINIMUM OF 18--INCHES OF CLEAN TOP SOIL. • A BARRIER AND CLEAN TOP SOIL SHOULD ALSO BE IMPORTED FOR PLACEMENT OVER THE IMPACTED MATERIALS IN ANY AREAS THAT WILL NOT BE COVERED WITH CONCRETE, ASPHALT OR A BUILDING FOOTPRINT. TREES ARE ALLOWED o ' v J TO BE PLANTED WITHIN THE LANDSCAPE AREAS. Jp • IT IS ANTICIPATED THAT GROUNDWATER WILL NOT BE ENCOUNTERED DURING v THE SHALLOW EXCAVATION ACTIVITIES AT THE SITE. HOWEVER, SHOULD ANY WATER (INCLUDING PERCHED WATER OR STORM WATER) COLLECT IN THE EXCAVATIONS, IT WILL NEED TO BE PROPERLY DISPOSED OFF SITE BY A LICENSED WASTE HAULER. ADDITIONAL SAMPLING MAY BE REQUIRED TO ASSURE PROPER WATER DISPOSAL. SOILS DISPOSAL DOCUMENTATION AND REPORTING IF ENCOUNTERED, SOIL EXCAVATION AND RELOCATION AND/OR DISPOSAL OF THE IMPACTED MATERIAL SHALL BE DOCUMENTED IN A DETAILED POST -EXCAVATION REPORT, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. THE REPORT Shall PROVIDE THE VOLUME OF SOIL REMOVED; VERIFY THE PLACEMENT LOCATION OF IMPACTED MATERIAL ON SITE (IF APPLICABLE), THE LOCATION OF ANY CONFIRMATION SOIL SAMPLES COLLECTED AND LABORATORY ANALYTICAL RESULTS (IF APPLICABLE), THE SOIL DISPOSAL LOCATIONS, AND A SUMMARY OF PERTINENT HAULING RECORDS AND MANIFESTS. CLOSURE DURING THE DEVELOPMENT OF THE SITE, IF IMPACTED SOILS ARE ENCOUNTERED, THE CONTRACTOR SHOULD NOTIFY THE GEOTECHNICAL ENGINEER FOR SITE SPECIFIC RECOMMENDATIONS. THE NOTES REFERENCED ABOVE ARE GENERAL AND SHOULD BE DISCUSSED WITH A GEOTECHNICAL ENGINEER PRIOR TO IMPLEMENTATION. 0 EXCAVATED MATERIALS SHALL BE HANDLED IN A MANNER SET FORTH HEREIN AND IN ACCORDANCE WITH APPLICABLE STATUTES AND REGULATIONS. Q ' "' , .....d.,. m.A.I . UfAv) U- : � 0 Uj in 0.4 pj o 'Q ® ® L®/11@tIg`I,® cJ� CALL 48 HOURS BEFORE YOU DIG i IT'S THE LAW! � DIAL 811 Know what's below. Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, ING 7/31 /13 1306001 CO3 :I.LLII JA'1IU11.11All ILi,,lpll, _,I I..I' 11 111114 IL .I, I :1.1 _ . 1.. . 11 L..1 1_I 1 Ci w U i 0 i� dN 6 C 03 a) a 025 a L U S a, NO to 4 M 0 N L a a., w V) It 0 U 4I• zz _0 0C S a a_ a ♦- � U I V © 4) 6 1 _0 `t N 0 m U 8 2 C: o o :N U •6 � a 4., 0) � 0) C U o o 'a 0) 0 -o U / c v a o Z 0) M 0 a) c � C_ ci fV 40 l co 0 2 w = 0 m >_ 2 a) o, C a c CL P co Q) 1 `° 0 U 0 c r4! U ,/ F_ L :G iv r E t. CA E .� O 0 L_ 03 RESTRIPE PARKING (MATCH EXISTING, TYP) //"' u I i yy J ,..a... 1 " "IY Ii ,rr ........... ..............a ...,,...,....,. .a ..,........ ............,.., ..... ,.. ...,,..,...,.... .........,.,... ..,....,...,.., , PROPOSED TYFE.. D ....................... .I RB P 30I0 CU ER Nb r� r MODIFY TO W' 15"TINI� i' CURB PRO LE P.. !I �. f '1 M ................ ', f ! � i., °I n I ii �i 1 I' i f' 30. 9 7 ! 1, --- f1 1 I w: ;,1 PROPOSED FDOT __. r� I �» TYPE D CURB PER I I �, .: :,,..- INDEX 1300 MODIFY '' P 1 /N TO MATCH EXISTING r _;11: I MAC EX STI G .... aa. a.... ,......,. ............... ....,..... ....,...,..,.... CURB PROFI LE Cam') ," � _: d ,I/ q 1,�, / % / .. . ... ... ... . . ... ... ........ .. . .. .. . . .. . . . ... . . ..... ............. 11 ... .... ... ................ ............................. ,., , . ,.......-.._.,..........,........._•................................,.............................•••••••,._............... ,! ::::C>:f�I II�LG:: I #NG%% ::�, : �q�,I,� i C'.S`�+�::....-.......:::::::: HANDRAIL _ ; 1 (TYP) .................. .......,...................-.,....-.-....._................,.......-......, ...... ................. ...,..-..........._......,.,..-...,..........,.....,....,......,._..,.---..a_ ....... ,. SEE ARCHITECTURAL ............................................................................. a.. .4 + I. .p .p .p ........ .........,......,.........,......,,,,,___,,,... ...... ........ .... p 1 p l + 1 I I +I 1 / +++ ++++ + -- . + I t .F 1- + + +' + + ++ +F+ + 1y + + + + + + + t 9 f+1+i+F 1 I O d I, -. 1. I- I ,. .� s � PR POSED CO LIMN Q L } I F I / + + + + ! I SEE ARCHITECTURAL PL I 1: , -" i 4 1 ,+ 1 1 1 - - CTLI q : =+ f.. fP'•j , + + + + 1. ! } } F.1. ++ +1..+ } p+I+ h+ 4 / ,I __ I " "',*,", 1, I I .y , .1 / ............. .............. + + + + + + + + + + + + + + + + q j . i. I + + - + �fl ,, + + + P - ••••••"•-••••• F I r r I 1- + + F + I + + + + + t + + II l - . + + + + + + + + + + .V + + + + +X + + u+ 1- +t+I+1+1 I' q �i I, + + t + +++++ 1 + +++ + �'�fa tl + + - +t+ +r+ +p+ I+ I- 1 I I -1 r+ + r •q di :: + : + + , + .1 + + + a • y PROPOSED ENTRANCE RAMP .............I... q o f I n K"r`k� "• :'• i� p. + „+ + + 1 1 I r r 1 I Y I ',- ' V +1 +I * 1+1+1+1 i ++ +1,+ +' + ` / t! d ( • } } + I t } + + + V, + + + + + i. p+l +i + + + + + + + F I ':::=:Z N + 4 + 1 }+ 4 1 + 1 I' t + I + li d i . fl I • A S ♦ A + + + + + + 1. F i. + + + + + + + + + !, -:•••: + I 1 r 1+ 1 I + ++ F 4 1I 1 F+ I + + + + } F I. + .I- V 1 + + + + + + PROPOSED +L+,+i. I , ,,+1+ + .F + I I -I I i -- I.: SIDEWALK (TYP) A I f 1� 'r :ID'll1£:::: `J� lF , I �I %4 l+i.+{+V q 1 .....:..:...:........: ++ .i :.: N + I I , _ + +p+ i i- i + 1 -e a I 1 1 1 _ I r' .ti, .. .: e I r ii i I F �x f `1 • .f I ♦ i I _ _ - :•r: �J I �1 I I +F+ Y 1 ............... . :� + + + j� 'YT.. ��'`` 1 jj :iii:. Y7y�.�� q. f ' + w.�r + + i1 4• ,.: ti::.::._. .� a dA ' I ,: :.: I _ ! ti A. ii 0 PROP SED FIRE LANE ........................._....._.................-....... ,.............. f ............... -. :.§ I R T EXISTI 3 I� ESTRIPE 0 MATCH N R i' 41 U. i • •q I / :,�. „� %� =: r I ........................................ _%%.... ... _,. .... ..,,a ............ ............... ............... .......a....... .. _....a........... ............... ..... _...,.... 4 d ,' q :::T?E ` -: 1�: .: z. `II &• • �: I.... :: _ - x ; �p� ��yy�� q l ill\'h! i, : ....,.!.....::.... %. .4 1l> i '.'.' -:..... S' .: 1' ..... i171LRC/#' ..I.... a :C... . .:7:.5' . :r r::::.:..:....::... 5 :x+� �y �y •/� / y /t' -3 y y��,+. CURB INTEGRAL U D t. TE RAL C AN 11�• �•f1 � �p�, a :. 3 )' < A z SIDWALK d iA-::lam :1!C>E,!v 4z: . . / :: =s: �. d Y q :'Av.$.. :.fit: ,, { i'.-z ///.//// i.�l. r.,L�..�L :x:::: i::ii:i?::::`::::if::::r:::r::fii:::::::::}::i:::i:ii: . .�G� 4 • I i ..................................................................... ............... ,,.........,,.........,...,.......,..........,...,.,...,.,.,,..,.....,......., ... ,.,a. ..,. ..a q................................................. . _ _ .. _. ...__. __._.__ __ .--. .._., -._._ _.. _. - .__ ­___.1­__.__­'_ __ _.....:...:.....•........................,........ . ,'.I •4 - y -_ -_ . ,. _. .1 Id . ♦ • I • I I. /l s - �I i., a• I e J' __ , I PROPOSED CONCRETE `� SIDEWALK (TYP) 1 111'v ri l ltf i 1 , '! -.r f I fit- �..�o--r-r +' , i, 1 . (I�'' \\ 11, % I, I I 1 ,, ;, M l ,, , I' ,.I _ ! -y i,: i 4 ' . I in . iw] 4" 2.7 s.f. & Use of pavement symbol in accessible parking spaces is optional, when used the 4.53 s.f. symbol shall be 3' or 5' high 4" and white in color. UNIVERSAL SYMBOL OF ACCESSIBILITY PER FDOT INDEX 17346 N.T.S. its0iNff1rilA1a5%zt6T-V. i fxalz&*M012 3-6" WHITE CHEVRONS EQUALL SPACED PER AISLE. / 0 20 40 SCALE (IN FEET) I I I PROPOSED TRASH COMPACTOR PROPOSED D UMPSTER PAD ARCPPRUIBOR TO CONSTRUCTION SEE H.PLANSFRD T COORDINATE WITH CITY OF ZEPHYRHI LLS LIS DEPARTMENT FOR FINAL I ,/BOLLARD LOCATION AND ORIENTATION -------. _. __._---- --- ---- _ I/,/ / / • ._. 1- / .� •- Ij.l • A PENNY - w I EN P - I' I fi ^I / - is d / f / ;V I / i / / , OPEN CUT AND PATCH ANS EXISTING ASPHALT AS NECESSARY I PROP / 1 S EXPANSION PROPOSED EX N 0 I LAN SEE ARCHITECTURAL PLANS) li I 1 l.� f r _ BOLLARD (TYP) I 1 �? GUARD POST iL_ �• • • • `` I I / (SEE DETAIL - 10, 10 j TYPE "D" CURB PER FDOT INDEX 300, 1 / SHEET C07) 10. MODIFY TG MATCH EXISITING CURB PROFILE R 1. DIUSS r0 2 LESS I�� '' VV rlr V` 6rz ✓ FLOOR ELEVATION = 52.50'(AT MAIN ENTRY) I �'� EASIS OF ELEVATIONS ( ) c ,;a a ;1 I f c.:�l�: r; ,, �1 C.) 20,020 SF I m A J , 0 rmrt *_ / M TYPE " D CURB PER FDOT INDEX 300• , R T T � MODIFY Q MA CH , s 1; zs EXISTING PROFILE /' , , ,. EXISTING BUILDING 4 ,1 / a q 4 1 ♦ 4 FUTURE EXPANSION AREA .. . . . y - Jf „ q . 1 - d 1 ' a 1 _ PROPOSED EXPANSION q . I ARCHITECTURAL PLANS SEE TtEC ( ) If ._ . r I . - I I I I: / / /- Ir I - - - I d aa7� 1 - - - , - . 4. , i, r ,I - -- ,w.... _ _ _ _ L _ _ _ _ _ W - _ . _ _ _ - - - - _ _ _ ,OPEN CUT AND PATCH EXISTING ASPHA LT AS: NEC ESSAR �, I ,: L rJ MAX I i I ;[ f ' Fr �_ ,,I f _ _ d; l (f i I I - I I 1 1: I .. I PUBLIC SIDEWALK CURB RAMP SIGN NO fTP--21-04 AND FTP-22-'•04 N TYPICAL N N NOTES: N 1. DIMENSIONS ARE TO THE CENTERLINE OF MARKINGS. 2. AN ACCESS AISLE IS REQUIRED FOR EACH ACCESSIBLE SPACE WHEN ANGLE PARKING IS USED. 3. CRITERIA FOR PAVEMENT MARKINGS ONLY, NOT PUBLIC SIDEWALK CURB RAMP LOCATIONS. FOR RAMP LOCATIONS REFER TO PLANS. 4. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH SHADE 15180 OF FEDERAL STANDARDS 595A, 5. THE FTP-22-04 PANEL SHALL BE MOUNTED BELOW THE FTP-21-04 SIGN. 6. STALL DIMENSIONS SHOWN FOR REFERENCE ONLY. SEE PLANS FOR LAYOUT DIMENSIONS. H.C. PAVEMENT MARKING DETAIL PER FDOT INDEX 17346 N.T.S. I 1 is N Ill -••21-06) SIGN PER " INDEX 17355 NOTM 1. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, 21-06) SIGN PER WASHERS AND SCREWS MUST BE RUSTPROOF. INDEX 17355 2. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM COMPRESSIVE STRENGTH 22-06) SIGN PER OF 3,000 P.S.I. INDEX 17355 3. SIGNS WILL BE FABRICATED BY USING REFLECTING 3/8" HOLES COATING IN THE SYMBOL, MESSAGE AND BORDER APPLIED WITH HOLES DRILLED ON 1" TO A SHEET ALUMINUM BACKING (.080) IN THICKNESS. CENTERS FULL LENGTH IN 4• MESSAGE LETTERING SHALL BE UPPER CASE ,,-FULL LENGTH IN METAL (BLACK)(SERIES C) 1.5" HIGH IN ACCORDANCE WITH POST. MOUNT WITH 5/16" MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EXCEPT x 2 1 " BOLTS, TOP AND OTTOM OF SIGN) AS NOTED WITHIN MUTCD 5. THE SYMBOL IS COMPOSED A WHITE WHEELCHAIR 3 1/8" FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) 6. SIGN POST SHALL BE MIN. 2'-O" CLEAR FROM BACK OF CURB 5/8" OR WHEELSTOP, 1 1 /2" 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, AI Iu0 W. OF BLMUf POBf 3FN41 BE 2-2 1 B®C." = A - A SIGN DETAIL N.TS S[[ DATA SITE AREA: 9.67 ACRES (PER PROPERTY APPRAISR) PARCEL ID NUMBERS: 35--25-21-•0010--08800--0000 EXISTING ZONING: C2 FUTURE LAND USE DESIGNATION: COMMERCIAL TOTAL EXISTING BUILDING AREA (ROSS): 18.213 SF PROPOSED BUILDING AREA (ROSS): 22,020 SF FLOOD ZONE: FLOOD ZONE X NET IMPERVIOUS AREA TO BE REMOVED = 167 SF 1. CURRENT UTILITY SERVICES SHALL REMAIN. 2. AT CONTRACTORS EXPENSC A REGISTERED LAND SURVEYOR SHALL REP LACE SURVEY M R R THIS WORK, N MONUMENTS OR BENCHMARKS WHICH HAVE TO BE DISTURBED BY WO UPON COMPLETION OF WORK. PARKING SPACES SHALL BE MARKED BY THE INTERNATIONAL HANDICAP SYMBOL 3. HANDICAP AR MAR NA AND EACH SPACE SHALL BE PROVIDED WITH A SIGN STATING "PARKING BY DISABLED PERMIT ONLY. ALL HANDICAP ACCESS POINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE HANDICAP CODES. 4. ALL CONSTRUCTION SHALL CONFORM C M TO THE SPECIFICATIONS AND STANDARDS OF THE CITY R OF ZEPHYRHLLS IAND THE FLORIDA DEPARTMENT OF TRANSPORTATION, 5 PRIOR TO STARTING CONSTRUCTION, THE GENERAL SMALL BE RESPONSIBLE BLE FOR VERIFYING THAT ALL REQUIRED R PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO ER O R RICH 0 S BEGIN UNTIL CONTRACTOR HAS CONSTRUCTION 0 FABRICATION F ANY REM HALL G N THE 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 O LAN IN N 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. ALL PROPOSED SIDEWALKS & HANDICAP RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE HANDICAP CODE. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DEVIATIONS. T SURVEYOR REQUIRED CONTRACTOR AT 10. AS -BUILT PLANS CERTIFIED BY A LICENSED URVEY R ARE EQU RED BY TIME OF COMPLETION. GRADING UTILITY AND STORMWA R AS-BUILTS ARE REQ UIRED UIRED TO THE q ENGINEER IN BOTH SIGNED AND SEALED PAPER FORMAT AS WELL AS ELECTRONIC AUTOCAD FORMAT. AT A MINIMUM THE GRADING AS-BUILTS ARE TO INCLUDE ALL CENTERLINE HIGH , E N POINTS AND LOW POINTS CHANGES IN GRADE. INTERSECTIONS. PAVEMENT AND SIDEWAL K GRADES AT H.C. RAMPS HANDICAP PARKING SPACES AND ACCESS AISLES HANDICAP PATHS OF AND 1 THE PAYING. GRADING. AND DRAT E TRAVEL. ALL GRADES AS INDICATED ON VrNAG PLAN. VEL, , UTILITY AND STORMWATER AS-BU LTS SHALL INCLUDE LOCATIONS HQ IZONAL AND VERTICAL OF ALL APPURTENANCES INCLUDING BUT NOT LIMITED TO PIPES MANHOLES VALVES ETC. 11. PARKING LOT STRIPING TO MATCH EXISTING. THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE FOLLOWING FLOOD ZONES AS DETAILED BY FEMA FIRM FLOOD INSURANCE RATE INFORMATON DESCRIBED BELOW: FLOOD MAP PANEL MAP EFFECTIVE ZONE I COMMUNITY NUMBER NUMBER SUFFIX DATE x PASGo 1 20235 000 � C DEC, 171991 , E1 `� REMOVE EXISTING PAVEMENT PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED ASPHALT OVERLAY PROPOSED COA T O S EAL I L� � t�tpp ►IN Ve8j aD " V JA3" 1 OXOD�F- Z � .. N �,1 2 $<IM �i' z rd C _V i .'ZAa W<V)4%.a a M z6 9:2W � ,N) Za11hU S:IM 6F a c0 ` C ffi aM�!t.k "'> o!� fU h lii Q Wiij 0 0 F_ U) W W�\ rv.,I r� V LW 1�_ i Of < '^W ..iY... 3 v Co VJ U) W J a LL U) U) W W _ Q Q J u :.,._T 1r V J J r z Z C1.. W �.. /' y% IL �.41� N a W $ 2 0 i U U U J J -4d Ca I Al 9 16, ; Z 4 cm 1. \Lnl � �P�,.#a*.r.tl ' , �- w kL L. _ 'z o ,. a _ t 7e m> � .. 5 rC9 ' is r /� b 11 +.� .4 ., wrr.� 1 OV �.'r. py J g, 40. n ..., GJ `Jf®�` ,.1 PROS J�,�� it, % 7/31 /13 00 j cr Mo. 1306001 KIL4401-6a C04 aft AN- L" Ln LLI &n w rn z a_ V) 0 fy I Lr) 0 0 0 U 0 C) 0 0 _c N m D 0 cp ai C * ... . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . - ....... ............... . . . . . . . . . . . . . . . . . . ...... ........... ............... . . ..... ................ .............. . ............. ............ ....... ........................ ... ............ ............ ...... ............... ....... ...... .................... ............ . . . . . . . . . . . . ............... .. ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. . ............... ... CONNECT TO ..... .............. ...... .......... ............... ........ ............... ..... ................ ...... ........ ........ ....... ....... ............... ........ ............. r EXISTING CURB ........... ....... I .................... ........ .... ..... .. ...... ......... .......... ......... .......... ...... ......... ... .. .. ......... ............... I ................ .......... .......... ...... ...... ...... ........... ... ............... . ...... ........... ............. ................. ...... .......... ........ ....... .......... ............. ............ x ................ .............. .... .. .. ........ ... .......... .............. ...... ................ .......... ........ ...... ....... ...... .......... PROPOSED ASPHALT PER C .......... ........... ........... ...... ...... SHEET C07; MATCH EXISTIN ................ ....... ....... ........ ....... ...... ......... .. -------- ........... .......... ............ ............. ........ -0 DRAM ...... ........... ......... ......... 0�'�PAVEMENT, GRADE 3 ........... ...... ...... ........ ............ . j. ................ ....... ............ ............... ...... ........ "w4mg. tum ... .......... ...... ........... ........... ........ .......... .......... ........ ....... . ............ ............ .......... ............ ... ----------- ...... ....... ................... ...... ........... -/ ............... ........ ............................. ........ I ....... ....... ................ ....... .. . ..... ................ I ........... ................. I ........ .......... ...... ........ ....... ..... ............ ...... ................. ....... ........... .............. ......... ............... ....... .... ........... . . ....... ........ 7 . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . .. 1. . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ................ ..... .......... ........... .......... ........ WNIFW-110 k*M . ......... ........ .......... ........ "n. � ...... ........ - - ---- .......................►........... ....... .. ........ *,­* .......... ........... ............ ........ ..... QYEjjLA .Y.." ............ ............... .......... ... Id MAK- MODIRED'.TO .'MATCH*.EXISTING .-PROFILE.-.* -CURI3 ...... ... ...... ..................... . LOP '.'(AIX.-DtRECTIONSY.-FF-ATHER.".'. M-NIG. -ASPHALT- - i�RADE.--_- .... ............. S I%Lff . . . . . . . . . . . . . . . . . . . . ..................................................... ..... ..... ....... ......... ....... .......... ....... _PwyJa -MAI TAIN ................. ...... ............ ...... ....... .. ......... .... .......... ....... ... .... ....... ....... ...... ...... .......... ........ I ... ............ ...... ... ....... .... ....... ....... ........ + ....... ......................... .................... ........ ...... ...... ...... ................... .......... . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . .... . . . + . . . . . . . . . . . . . . .. ..... ..­­­ ......... ..... ............................ .......... . . . . -I- . . . . -1 -1 4 1- ........... .. ............................ ........ ............ .......... . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . ... . . . . . . . . . ...... N ....... ........ j4- + + + + + + ...... ............ .............. * ......... ...... + ....... .............. + ....... .......... ....... ........................ + + + + + + + + + + + + . . . . . . . . . . . . . . . . . . . . .10 .......... .......... ............... + + . ........... \ ................ .......... ++ + + :...................{.......,,i . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . y + + + + + . . . . . . . . . . . . . . . . . . . . . . . . . . + + + + + + . . . . . . . . . . . . . + + . . . . . . . ... . . . . . . . . + + + . . . . . . + + + + + . . . . . . . . . . . f. . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + ... . . . . . . . . .. . . + + + + + + + + + +\ + + + + + + + + 1 ............... _ * - + + + + + + + + + + + + + / + + + .... .. A. Ap .1 11 17 1 + + I M 4 + SWp z AqK�Kp ♦ + .............. . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . IJ, L + + + + + + + + + ......... . . ..... + . . . ... . . . . . . . . . . . . . . . . . . + + + + + + + + + ko + 1� A -84ILD + UWAYITO' Nt + + + .......... + + S + + + + �Ro + + + + + + + + + + + + + + + . . . . . . . . . . . . . . . . . . . . . . . PDOTI­ TYK "bm/tURE� + + + + + + 1 4- + bllilb TO .......... I .... ............... + + + 0 + + + ............. ..... 'MAT6H+ + + two + + + . . . .... .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . + + . . . . . . . I I � \+ + + + + + + + + + + ................ .......... . + + + . . . . . . . . 4 + ...................... .. ........ + + �RLAY tT-.-AS-.NECESSARY�.�TO.-.�.-.- . . . . . . . . Al� Sp.HA ...... I ........... ......... IMAI A;N_.,LoNG1TUDIN;A )PE LESS. ---AN[)r.-CROSS-.SLOPE.-LESS'.THM'.'2 ....... 5X. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................... 1 4 ....... .............. ................ + + ........ .......... ............ ............................ ................. ......... . ...... .......... ..... ......... ......... .......... + + I- *-'-'.'-*-' I-,- .*-,I .. .......... ....... ............ .......... ....................... ...... ...... .......... ............ ........... . . . . . . . ........ .......... + + + ...................... .... * .......... ............... ....... ........... ...... ......... ..................... ............................. 1. ­­ ........ ....... ....... .................. ............. ........ ............ ........ ....................... I ......... ........... ...... . ....... + + REPJNR-.AND.-.OYERLAY�.-EX*TINO.-ASPHA4T�.4. ...................... ..................... 0G. + + .. .............. .... ...t.4EU-SSARY,-TO.'M.AINTAJN.,CURB..�I HT ................. ........ .......... ......... .......... ....... ....... + ........ ........ ....... ........ �INDICATED.'F.EATHER'�TU.'E.XISMG -GRADE.-(TY ...... ............ ............... ..... � _ � ­ +j .............................. .......... ..... .......... * . , . , , . , ..+ + ........ ........ .... ........ ............. I .................... ........ .. ............ ....... 4 ..... .......... — ......... ....... ............... .................. I - .... ............ ...... .............. ........... ... .......... ... ........ ........... . ........ ................ 16FIL PI HX4T . . . . . . . . . . . . . . ... . . . . . . . . . / . . . . . . . . . . . . . . . . T/ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * , _ * . . . . . . . . . . . . . . . . . . / . . . . . . . . . . . . . . .. . . . . . . ... . . . . . . . . . . .. . . . . . . ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +✓ ... . . . . . ... + . . . . . . . . . . . . . . + + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + + fr 4�.. . . . . , . . . . . . . . . . . . . . . URA...,,... . . . . . . . . . . . + + _/ ..... ...................... . ........... ........... .... + + ............ ......... ........ .............. - ------ ---- + ...... ................. x/.,MQ0IFIFJDjQ:.00AT ............ ........ ...... . .. . ......... / ............. ............... ........ MA .............. ... ................ ............. ...... ........... ............. .......... . ......... ...... . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . ... . ... . . . . . . . ... . . . . . . . . . . . . . . . . . . . .. . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... 4 ........... ........ .......... ........ ................... ................... ...... ......... .................. ............... I ............... ............ ...... ................ ............... ........... ................... ....... .................. ............. ....... ........ .... _v ............ .......... ............ ................ ............... * ......... ............... ............ I .............. . . . . ................ . . . . . . . .'.'.'.'.'.'.`a':'.`.`::.`:.`.`:.:.'. .......... ................. '\ . - - . . - ......... .. ............. ......... ...... .............. . . . .• ....... ........... ............. ......... ............ ... 1 ............ ........... ..................... ......... ...... ............ . ....... ... ......... .............. ........................ ........... ................. ........ ...... ............. ...... ........... .......... i. ................ ................. ...... .......... ....... ........... . . . ... .• .............. . . . . .... ............. . . . . . . ....... .......... ............. ....... ...... ........... ........ ................. ......... .. ............. ...... ........ ....... ........ .......... .......... ........... ...... ......... ........ ...... ......... ............ ........... . .......... ............. .... ....... ....... ................ ...... ......... ...... ......... . ........... ............ ........ .............. . ...... ................ ...... ............. ...................................................... ............ ...... .............. .......... ..................... ......... ..... ........ ------- ........... .......... I ....... ......... ...... ...... .......................... ........ ............................... ................................ .......... ............. ........ ............. ....... ..................................... ......................... ......... ...... ......... ............ ...... ............... ......... ............................ ............ .......... .............. ........ ......... .............. ........... ... ............. ........... .............. .............. .................. ....... ........... ............. .............. ...... ......... .................... PROnMD.'ASPHALT.'.PER.*.DEFA'[L'.-.-. ................... ................ ................ ........... � 'ON.'Sl-.lM.'-COr7;'.'MATCH.*.E)aSTM . ...... .......... XISTmG%1.1 .................... ........... ........................ ...... ............................. � ...... .............. .......... .......... .......... .................................... I .............. .... ....... ........... ............ ........ ....... ....... .......... ...... ............. ........... .............. ...... ... .......... .............. ................ .. ........ ... NA-M ...... ....... .............. ........................... ............................... ................................... ........... ................. ................ ................ ......... ................ ....... ........ I ......... ............... ........ ......... ............ ........ ........... ....... ....... ............ .......... . SWEWALK.St, ........... ........ ............. ................ ...... * * ....... ............... ........ ........ ........ ... ....... .............. ...... ............... ....... . ..... .......... ....................... ........... ....... ........... ...... ....... .......... ...... ........ ................... ......... ....... ........ .......................... ............. ........ .......... ....... ...... k-, '' * ....... ..................................... ...... ..................... I .............. ................. ...... ............... .......... ..... ...... ........... ...... ...... ...... ....... ...................... .......... ............. ............ ............. ...... I .... I ......... ­ I .......... I ... I ......... ............... ........... ..... ....... ...... ....... ...... ................... ....... ....... ........ ........ .... ....... ..... .................... ....................... ** ....... ................ ...... ................ .............. ...... ...... ....... ..... ...... ...... ....... ...... ....... ........ ................................................................................................... ..................... ...... ....................... ................ ...... I ...... ........ ......... ........ ................ ......... .......................... ......... ....................... .......... ....... ...... ...... I...., .............. ........... .......... ...... ............................................. ....... ............ ......... ....... ...... • ..................... ....... .............. ............... . . . . . . . . ...................... ....... .......... ....... ............................... ** ............. .......... ......... ...... .............. ............................. ............... ........ ............. ....... ....... * ....... ...... .......... ........... ............... .......... . . . . . . ............................ . . ...................... .......... . . . . . . . . . . i. - - ...... ........ ........ - - - - - . ........... . . . . ....... ....... ..... ....... ....... . . . . . . . .......... ......................... ....... ... ........ ..... ....... ...... ............. ... .............. ........... ........... ...... ........... .......... .............. ........... ........ .... . . . . . . . . .. ........ ........... .......... ........... ............ ........... ............. ............ + + 4 1+ ..... ...... ........... ......... I .......... ........... ..... ...... 11P F* v 0 10, 20' SCALE (IN FEET) —MATCH EXISTING GRADE RAMP 12:1 MAX SLOPE PROPOSED CURB RAMP PER FDOT INDEX 304 EXISTING GRADE FEATHER OVERLAY TO MATCH GRADE EXISTING ASPHALT TO BE REPAIRED AS NECESSARY q, cr'_77 CORE BORE AN �,'CONNECT TO COMPACTOR EXISTING IN LEt !ELEV. 45.00' PROPOSED GAS SERVICE �Wp)� SEE. ARCHrrEcTukAY- PLANS Poopo ED ATER SERVICE (VYP) OPEN CUT AND PATCH'0yp) SUMP PUMP DRAIN I �] (SEE ARCH. PLANS----,, FOR CONTINUATION) 1A lu N 0) to Z u°y,, Ar 0 IL :V) ILA 1A v) lu m rn i% � 0 rj'*� MATCH EXISTING GRADE 13.5'± 60 17.38± ASPHALT OVERLAY CURB PROPOSED CONCRETE RAMP 1 % MIN. z BUILDING 12-1 2% MAX VARIES MAX INTEGRAL CURB PER DETAIL ON SHEET C07 5" MIN. HEIGHT; 6" MAX HEIGHT; TIE INTO EXISTING ASPHALT GRADE AND MAINTAIN SIDEWALK SLOPE EXISTING ASPHALT TO BE REPAIRED AS NECESSARY SECTION A. NTS 23'± PROP. SIDEWALK 1% MIN. 2% MAX SECTION B NTS BUILDING CONST. 4" PVC STORM DRAIN (MIN. 3- C6VER) , 4 1 M1 MATCH EXISTING GRADE La uj CIL it j 40 T- MATCH EXISTING GRADE u. 4111t THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE FOLLOWING FLOOD ZONE(S) AS DETAILED BY FEMA FIRM (FLOOD INSURANCE RATE MAP) INFORMATION DESCRIBED BELOW: FLOOD MAP PANEL MAP EFFECTIVE ZONE COMMUNITY NUMBER NUMBER SUFFIX DATE PASCO 120235 0005 C DEC. 17.1991 LMENH REMOVE EXISTING PAVEMENT PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED ASPHALT OVERLAY PROPOSED SEALCOAT X (1) W w 0 U— U) (1) w O z LL 0 o a_ w CL N O 0 z V! f q q UU) _j < 0 0 C) �ll�l�� 7/31/13 1306001 5*wf,-T WW03-va- 005 :rL 10 0 CL d- 4 r 0 N t 0 0- ,W V / (0 0 C) 0) 3 -Q z <C I a- h- F- D I V) V) 0 w I u:a 0 0 c 0 0 c 0 C,7 0 U 1__' U) U) 0 x C. N I -0 0 (D In 0 L_ 0 Q IZ I 0 0 to 0 to .,' a. b E 0 c cn c a L. 0 0 20 40 SCALE (IN FEET) � EXISTING SANITARY SERVICE � (TO REMAIN) PROPOSED ELECTRICAL SERVICE IN ....................................... 4 , . I I 2" CONDUIT (SEE ELECTRICAL T GA M EXISTING S METER PLAN FORDETAILS) :r i S }" ::I..r i$ I y. ASSY TO BE REMOVE D ( If 4 ; �i% r :�:::� ::?::'.:: »::'t: CONTRACTOR T VERIFY , CONTRA O ER I �,�r` PR E TO :�: :: OPOS D TRASH COMPAC R ! f SE TERMINATION N OF SERVICE i . = �' , ,;,' � TE N O E �, i V: 1 rs I SEE ARCH. PLANS FOR DETAILS D ( ) ,.,,,q...,... ...,_..... E. REMOVE ABAN ON TANK i i r Yt.-. ^. -.. --_ ...--.... _..._... ..., ..«. •... .v...~.., ..v.,pm..v.rv. .. nw«„.vrn. vn.tvY r.. r.: I I !F NECESSARY , :x:: i l },+, �:,', , ,.....,_.. %I I ii — — 7ft 1 ..I n /i'- t— _ _ �� - _ _ __^_ 1 1 F —F --F —F a............... ..... ............ i _ 7,_.7.... ..........r.... ...,... ,,. ,a,............,............. E E E E E-�--- E- — .......... ............... ..................r._.-., ... r .......,,,.,r................ ...........r...,,_.,.•.,,.,,.......,.........,..n........, ,,.,.,,",,.,... E E E E *r ..,,.. - ,•-,....,.::-:. .......................... i -, i 1 r r __ i' i 'a1 � — — —. E EXI�ITING FH ASS , — ____ I' Y - 11 P A PENNY �. r IN 'I GM E d I } v r. 'I 1 I• I a r: e_ r. :=,. rn / -_ _..._. __ _____ :.. ......... .,.J A 1 P I SU P LIMP D N :Cs'tt :'i`:: . a- M RA :2 J J - =1 I 1p�.. / �v SEE SHEET C05 ........................... n......,,................,..................,....,..,..,... ....r.r...,...... ,..,.,., «... t :l ti... ...«'f "1.•K:..,,,,,,,«,,.....w..,...,....,...«..1,....,««..".« ..,. - PROPOSED ELECTRICAL SERVICE IN ,...........................................«..._,..........................,,,,.,.,_,,,,,,,_.............,..... .... . ......«......,....................._............. I / . ............................................",,,.r,.,.........,...........................,......r......,..... ,`-' .,,.,r"...«.,..,.........,.. ,.... 1 . / I - fR.,. , ....ktt ............ .......................a.,...... ,.,.. , , / :::::;:.::::'::.::::::::':::::::::::.::::::..::::::":::::'.::.::::::::::::::::::::::::_ :::::'::.:::.::..._...,........ ........... ,.. OPEN CUT AND PATCH .......................................... ).............. ;.... „ .. _.. r ..._. ..: -- -- 2 3 CONDUITS 5EE ELECTRICAL :........: .....:........:.....':..::::.: ::::::::::.::::::::::.::::::";:::.:.:.:::::..::::;:.:.::'::.:_::::::::::::::aa.., '..::::::::::::: .::. y I ►'r I EXISTING ASPHALT NECESSARY I I :.::.::;:..:::::::::::.:::.. :'.: ::::._::_:::::::.::.::::::: + + 1 + h+i + 1 +, +: ` ' - - ,...::::,:::::.:::..-.........:.....__......_, ........;,......: . ; r ; . FIRE SERVICE (TYP) PLANS FOR DETAILS EIS ING AL AS N CE SARY ::: t 1 t F L 4 4 1 1- ............ . ................... ............. .......... ..................... :::,::•::::::::::.:::::::. ::::.4.a::::::::::•:::.•::::::, ::..:.: '::::.:::. } + + + + +----_..'.....:::;,:...r::.t".:.:.......:.:. , ,i SHOWN FOR INFORMATION ONLY i, :.,xr, , + + + ,. _,\ :. PROPOSED PHONE SERVICE IN 2 CONDUIT / � �. ,✓ !,- / , , + + .�.:::.:::. DESIGNED BY OTHERS 1 SEE ELECTRICAL PLANS FOR DETAILS ' -:'_ -�, ............. ......... ............... .........,. _....... A '----- --------- - +A++ + + + .1 u....... + + +% ..................{.......... t `. I - I .............. .....r F 1 A , I A EXISTING 6" PVC LATERAL ---� r ~' RELOCATE POWER POLE�a + + + + + + + + + + + i- + ::::: f BY DUKE ENERGY ::: :..'::t : :.,':.:.:::'.: I , * , + + , + . .::::} a . i , f INV = 48.5f PROP05ED EXPANSION / : qr ~ i, �,1 :':::' :::. F:. :::..:::. + . + ++ I + ..... :. , ,' + q 277/48p #� A-� :_ 1 + °, + + + � + + + - I ( / SERVICE POLE COQRDINAT WITH DUK!) ENERGY fi ; �.. SEE ARCHITECTURAL / :. :'::::.. ',+,' ++++ ++} ++}+ +I.+ +,} ++,.+ �+ +r .:, ,,' ° I PLANS Y. r:::;:::.::;:..:::.. :;:r ::,.:::::::;::;:..: + + + , + + 1 + + + + + + + r _r .r . 9 + + ) RELOCATED OVERHEAD POWER ... r:.:'::^::•:::`: L". '7:::•:::, h I ♦ v� + + r r I .r�' r r } + + - + + + + ..... , h + + I .I a- + 1 i + 1 n I i .N I� WATER (SERVICE SEE ARCH. / SERVICE OPOLE BY DUkE ENERGY :::. i - �208 ' I -... ". � I ( COORDINATE WITH DUKE ENERGY i- + + t + + + 1 t I 1 1 F + + t + + + + t i- - ' + " +' t + j I PLANS FOR CONT,) -0 ,n -� RELOG TE OVERHEAD PHONE ' 4 i � � + + + + + + + + + + + +I h + .- + � .L j�!�,,/�r�rril,cC ��a�1�j� /��- I�j�`(�� a 2:: _ r.... }r + + + + +L + + R i/•�„Lrw�✓ (�,Yr►f\r �i„rrli/ 4. +++ + +++++++++++ L + + + h + r� S RV! AS NECCESSARY E 7i t �w�'.:,! ++ -o+t +++ ++-r+,+.I+++++ + + + + + + + f+ + 1+ + A Yr1'r ' 1 1 ............ ....... A Ii z-4'r =::.:.'-is:,-.-'. = I. I.d I .......«.,..r.:_:-_:. •:G:.::::::::.. T.:::,: t + + f + + + t + + + + + + + + + + ° 'yy -i' j! - !, , I a 4 .l-4 '/ ! „ . it �� \, 'v�": F1 ti,ff: �,I: �_:..�! �`.. t + t + t + 4 + 1 1 1 I 4 i.. i 1 V /^' FINISH FLaaR ELEVATION 52.50 AT MAIN ENTRY I .-.-. ::.._:. � �:.` ::: :: + + + + + �sl+ + + + + + + + ::L.... ,. + + + + M 4 2 PE WATER SERVICE d I a- + i h I '1 , r V N r'� d 1 i - rn sa N I 1. eAs� F ELEUAT�a s , „ L `, _ C a I y + + + t++++ + + + ra r. If +++1 F+1 1+1+I+I I'+F+ +} + + t+ + + + + + + R `+ I ��..yy + 1'> I /y Ii i r r +E ++ 4 i I 1� ('7 d ...-.%..._. _—........................................... ...... i i .........................--........,........-",,.,,......,,.....,p._.r.,..,.:.. / / t• �i �, +' I I f, iati i+ e I 6i + 1 ............... r................ ............. .. .. .....,...,.......... _........ i r .y i i :++++ I 1 r�► ::`:il�ikll:: :: f I ,, a,,. a,.,..,.,... a...., r::..:::..:.::::.::................. ;:::. ,.::».::.:.• ::::.::..:::...::::.::::::::::::::'::::::;:::.:::::::::r.::.:::::.::::..;::.:::::::::::;:::::::::'..:::::....._...,....,. + <+ + + WET TAP EXISTING 8 PVC __ _ _._........................._..........,................................,............,.,,.-......,,.,.-,.,,,.,,,...................... 41 • _i I J TP + + + WM W 6 APING SLEEVE F h1. n I' i I - -:.r:l :r�.� t:...... e ..�:. AN VALVE * t + L E I '� Y i r f�" F + + 1 d I i S i, 1 - :- + i I w TAP CONTRACTOR, ET BY - 1r r, ++ ++ ++ + .a I mi. CITY UST BE PR NT 1' d M ESE ............... .............. A. M' , 4' i , r:: ': :'. _:."..:SS:::Yr:73':�::'S'1'TI::7::'Lt::Ct7:::.:"::Y:'t:CE'.a7::T:1:{C:'•::aLCY :Y -:':C:::]':'.?L•;' ,. .. :':::::.7::::7:"�:':'Jlt:,.. (� d r 6 FIRE LINE BFP �, ' ay ii ,...... ... 7 EXISTING BUILDING / • 'a ..v- E n '• i FIRE LINE POINT OF wM „ :.:. G / WET TAP EXISTING 8 PVC WM K.• `t CONNECTION ! r ,.,,...,,"-,. .,.. C C O r a „ }.:3'.'. :: ':'i:i"::{Ci i:" :f:::''r'r:'. '{c::::': i'r:•i:. •:i'r............ ......':.'-•::.t, ,:,•:.-.,,,r.Yz:'.: r't:{:i:a::. ..... .i....i... ' A. 1�1 ,, \ ................ ... :........... .............. ..................... _.__..... - I d d • (W 2 TAPPING SADDLE AND VALVE ::..::::: i" FIRE LINE SHOWN FOR :� d ;''a, Y............. .............................. x............., _.-„«...... .,...,..,..,,...._..,.,..,... J WET TAP BY CONTRACTOR, CITY - I_, — _ ^ ._ — — _ — — — — fNFORMATION ONLY. % _ .............•...«..x.........,,.....................-- ' SENT FOR TAP ,.. a °r 4 .. C " r EE FIRE PROTECTION PLANS .............. �. .,....................— ..,. ....,........_................ ............— .,............_ ._.__....... _.,. ..,..... __........ .. - V z d - ? .. ............... ............... ............... .I., ... ,•,... I ,.... r...,,.,.. n...,......... ......r.......« r...,, «. _.,r,.. .....rn.. 1 ........... ... ............... ................ ............... ............... ............... ........... ..,..,,_.. M..-......, .... ' 1-1 RP a.-----.,._.....................r,........._....-,,...«,.,,_ ....._...:_.. "..,...,.__.... P 2 Z - .................... ............... ................ ROPOSED ELECTRICAL �+�,' � .....«. ............... .............................. .................r..,... _......._.-,......... ......,......... ....,....,««....... ... A . _..........................................................................__...«._"..r.,_.....".•...._....r.._.................-.....,.........,,............_.............:.,......�,............ 1 I- SERVICE SEE ELEC. A. „ ( A, 1- WATER R 2 A E METE x::.:::::..::.::::::;..:: 1 R ............................................................................................................................................................................r ::.i::: r:::::::: z:.......... ... •. , 4 '...,_ .. �i —.•....... ................. ........}..:.....:.......:.;::L:.;L.::::::::::::::::.:..;.;::.::.L`:::.::::::•':::::::::::......-.,."".....-.......___,.--•-........ ,,,....., -. .........-•-•.................... , , , ,...,.......................................,..................:.........:..:............. ` . �.. - t. PLANS E1 O FOR DETAILS .. _. ; , .r........................•---....A...............................,...............,...................................._..........._.........._....................._......... ............... ; I I ) INSTALLED BY CITY - I .. '':t': °� :.}': A -4: 1 ,' PROPOSED XPAN I N 'PROPOSED TRI AiSERVICE E 0 O LEC CLN :::::::::.::::::.:::.:::..:::....................................................................................................................................::::::::::::.:::::::::::..::::.::::: ::. • L;'. a- EXISTING 8 CLEANOUT TO REMAIN CONNECT TO EXISTING , 1., 7: y::::::*. I a a E ARCHITECTURAL PLANS) 3 CO DLIITx_ S L: E CTRICAL S E C LA N E = ���:..•:::�:•:-..: •::.:: ':: � / WATER SERVICE / ' ........................................................................................................................................................ .... : ' ...................: ..........._............ _.. ... „ - . .................................r...........,.«............,r t................: til I COORDINATE WITH CITY P1 IS 10R1.D AILS •. ET , " , .� r I If ..........r.....r..................«........,...-.............«.........................---....,.....,.............,__..,........,...........,......«,......, ..,..,....,....... �.. ,,.,,......,.... . A I I / SED ELEG CAL /. i _. EXlSTI G1. PVC : VI E P UM IN N B F' I GAS SER CE SE L B G fl � L. . .....:...:.....................?........:....................:......................................................::_.:.......:.....:...........:,.......__..............; . , ...-.�. r............. WATER SERVICE SEE PLUMBING SERVICE IN 2 CONDUIT i-•,,•:.. ( I PLANS FOR DETAILS _ ' WATER .MAIN TO ''R!?.MAIN ...................................................................................................................................................... f. A::. :'t.'Zf 7:i:*f :•5:::::-:::::::::::: :.:::::::::::: ::'. 4'• V • / / ,.-..... -. -r . - r . „I PLANS FOR DETAILS SEE ELECTRICAL PLANS t. LA S F ) ( 1 d i 4 t w• I / i J / i / / / FOR DETAILS / ti r' % ':tT: I': :f _ 1 N ,t _ _ _. _ _ , . �.................................................. ... , ' - .. SERVICE '::r- :::•:::. f ' ° _ / E)cISTiNG.;, z WATER ........• ....." .....=......... E E` —�"-`E - -� = �� � (TO REMAIN) - ., E , t 4• �N4W. ., q E � -- W F IF E r ?.,s. , _f., : ::ter- , ,'P, .::.:•::.• ,. 4 ? 4' _.. — — — . .. ... — — — — r—. — _. . _ f i t f ;' 1 1 ,, ..t(� la.,rf 7•' :a:. _ q ,i i I Ili �I - 7 ?,- I .41 :J- '1 / ..SA. , f — — — — _... — — L _ •n ,_.,. _•,., — — _,,. — _,._ — -�.,, � ; si — _-_ _._ — — t i/ ...... ....::..... a �' r :.:•:. � .,,':.::;;:;;::: •='::: • `-. j RELOCATE EXISTING METER ASSEMBLY ::::= 4 �,' FIRE SERVICE (TYP) 2" PE WATER !! I ' i r::::.::»::::::::::::.::.:: AND BACKFLOW PREVENTOR (COORDINATE I 1.: `) SHOWN FOR SERVICE :"":`:`'; ::`: .I jl WITH CITY UTILITY DEPARTMENT) INFORMATION ONLY I' . , j OPEN...CUT AND _ E4PTCW i DESIGNED BY OTHERS � ,; EXISTING CONCRTE AS TJ MAX OPEN CUT AND PATCH I t j -%r ; I A EXISTING ASPHALT AS I J NECESSARY ; :� a' ° I i, 11NECESSARY I , " - ;!. i x,, ; 1 �nr r ;,, / �I;r ,I I +' n � ,, , ; & + I , 0I ! ' � I f 't - - � - 6! , ,, I yr, _ . - . I: � " r' PROPOSED GAS SERVICE BY TECO r_.- '-1���,-,'`''�I�'' COORDINATE WITH TECO FOR LOCATION AND INSTALLATION REQURIEMENTS NOTE: EXISTING UTILITY LOCATIONS OBTAINED FROM AS-SUILTS AND NOT FIELD VERIFIED. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISOLATION VALVES DO NOT EXIST ON EXISTING 8"' WATERMAIN. CONTRACTOR TO COORDINATE WITH CITY UTILITIES FOR WATER CONNECTIONS. PHONE SERVICE TO EXISTING UNITS TO REMAIN NOT SHOWN. COORDINATE WITH PHONE COMPANY FOR LOCATIONS, CONDUIT SIZES, ETC. SEE ELECTRICAL PLANS FOR DETAILS. sMLrrY NQ= 1. ALL VALVES, SERVICES, HYDRANTS, FITTINGS, ETC., ARE NOT DRAWN TO SCALE BUT ARE ? SHOWN FOR SCHEMATIC PURPOSES ONLY. � 1 OD 2. ALL DISTURBED AREAS WITHIN THE RIGHT-OF-WAY SHALL BE RE -GRADED AND SODDED TO V N PRE -CONSTRUCTION CONDITIONS. .Zi 2 vsS I vi Ag 3. THE LOCATION OF THE EXISTING UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY. ca = a 6 r- THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN ,. z � �� w ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES (NOT '-x, � I SHOWN IN THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UTILITY R . I s CONFLICTS, THE CONTRACTOR SHALL INFORM THE RESPECTIVE UTILITY OWNERS TO RESOLVE 1I t UTILITY CONFLICTS AND ADJUSTMENTS, AS REQUIRED. ow A cc toa 4. THE APPROPRIATE UTILITY COMPANY SHALL BE NOTIFIED BY THE CONTRACTOR 72 HOURS IN * 2 8 � ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT A COMPANY REPRESENTATIVE I1, A � I v W W CAN BE PRESENT. a a zmnt� 5. ALL PVC WATER LINES SHALL BE BLUE IN COLOR ONLY. t ,, « e j %< � ^ QD rj .,� PIPE I INSTALLED ER THIS PROJECT HA CONTAIN NO MORE THAN F/, 6. ALL PIPE AND I E FITTINGS NSTALLE UNDER S OJ SHALL E r C3 p 8. � D AND ANY SOLDER OR FLUX USED IN THIS PROJECT SHALL CONTAINN MORE THAN O LEA D as 0.2% LEAD. 0U 7. ALL PIPE AND FITTINGS INSTALLED UNDER THIS PROJECT SHALL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62-555.320(21)(B)3, F.A.C., USING BLUE AS A PP IRPEED.OMINANT COLOR FOR WATER. O 0 PROVIDE P 8. THE WATER SYSTEMS SHALL BE CONSTRUCTED T E ALL APPLICABLE STANDARDS IN CHAPTER62-550 F.A.C. AN REQUIREMENTS OF CHAPTER 62-555 F.A.C. D THE 9. THE DRINKING WATER PIPING AND APPURTENANCES MUST COMPLY WITH STANDARDS, DS , w-- N R REQUIREMENTS F WATER WORKS ASSOCIATION STANDARDS AS REGULATIONS, O EQU REMENTS THE AM Q E RICAN E 5 INCORPORATED 2 INTO RULE 6 -` 55.330 F.A.C. IF APPLICABLE. THE DEPARTMENT SHALL ALLOW �/ V) USE OF PIPE AND APPURTENANCES THAT DO NOT CONFORM TO THESE STANDARDS ONLY IF W DOCUMENTATION IS PROVIDED IN ACCORDANCE WITH PARAGRAPH 62-555.320(21)(C), F.A.C. 10. THE DRINKING WATER PIPING AND APPURTENANCES MUST COMPLY WITH STANDARDS, Z) REGULATIONS, OR REQUIREMENTS OF THE NSF INTERNATIONAL STANDARD 61 AS ADOPTED IN I_ - R REQUIREMENTS RULE 62 555.335 F.A.C. OR OTHER STANDARDS REGULATIONS O , r UNDER PARAGRAPH 62-555.3 0 3 B F.A.C. IF APPLICABLE. THE DEPARTMENT SHALL ALLOW U EXCEPTIONS TO CONFORMANCE WITH THESE STANDARDS, REGULATIONS OR REQUIREMENTS ONLY w IF DOCUMENTATION AND ASSURANCE IS PROVIDED IN ACCORDANCE WITH PARAGRAPH F_ 62-555.320(3)(D), F.A.C. IFS w REMOVE EXISTING PAVEMENT w Q PROPOSED ASPHALT m '.' - PROPOSED CONCR ETE PROPOSED ASPHALT OVERLAY PROPS S LCOAT O E EA D U) ----- n — PROPOSED STORM PIPE (.I,IJ J _ , _ _ ___ I__ EXISTING STORM PIPE e PROPOSED ELECTRIC LINE 0 - --- I -- -' EXISTING ELECTRIC LINE LL wM------- PROPOSED WATER PIPE U) - - -- - EXISTING Ti WATER PIPE Z W PROPOSED SANITARY PIPE 6 a J C - --- - --- _EX(STINGSANITARYPIPE O LL G V J _^ PROP SED GAS MAIN F- O ) J T _ . -._ -___ ._._ -. EXISTING GAS MAIN f _ --- O I — a ----- F _._— w PROPOSED FIRE SERVICE LOCATION N SHOWN FOR INFORMATION ONLY ( FIRE MAIN/SERVICE DESIGNED BY OTHERS) I a Q F A 2 i I a A,U U 00J �.I J J J `� ca 0 c v A 0,.._,.'... M4 of11.... i• %l% , .�0 . � 40. . . = W . y . •tYN' r ul .II ®, cn 4" •.i y% Iftimt vozeaJ;uer kto. 1306001 zco m oLo I u7 zQ rrz frti T ML449wa- C06 rn 'v _ U S, a rn M 0 N v CJ a (D V) n 0 U 3 -v vi w N Z 0 0 I V) V) O i h 0 U c 0 41 U c 0 U v v v U rn v 0 ry rn CL N N I v N L IY.1 v m c v IS. I O C7 ua 0 0_ ui E 0 M 3 v 0 REPLACEMENT SURFACE TO BE TYPE S-1 OR 5P--12.5, TO MATCH EXISTING (2" THICK, MIN) (W/2)+2' SURFACE JOINT TO BE 6" STEEL PIPE FILLED W/ MECHANICALLY SAW CUT. CONCRETE. PRIMED & 10" PAINTED SAFETY YELLOW PER EXISTING ASPHALT SURFACE o SHEET A4.0 `r IL 1/2" RADIUS, TYPICAL .. o Z �. EXISTING BASE MATERIAL PAVEMENT SURFACE 2" MIN. U) (TYP.) (W) REPLACEMENT BASE MATERIAL TO BE 3000 PSI HIGH EARLY STRENGTH CONCRETE. LI AlTRENCH WALL n a ° 2 I' I 1'-6"W x 3-0"D x V-61 M FOOTING �o 0 UTILITY PIPE NOTE: TRENCH WIDTH (W) = PIPE DIA. + 2' BOLLARD IN CURB OPEN CUT AND PATCH DETAIL (N.T.S.) `-MEDIUM BROOM FINISH 12" COMPACTED SUBGRADE MIN. COMPACTED TO MIN 98X OF MAX. DRY DENSITY (ASTM D-1557) 6" CONCRETE PAVEMENT, 28 DAY MIN COMPRESSION STRENGTH OF 4,000 PSI W/ 6 X 6 10-10 WWM TYPICAL CONCRETE PAVEMENT DETAIL NTS PARKING SLOPE AS PER PLAN (D2" TYPE S-I OR SP-12.5 ASPHALT SURFACE COURSE 8" UMEROCK BASE (LBR 100) COMPACTED TO 98 PERCENT OF ITS MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM-1557) TACK COAT 12" COMPACTED SUB -BASE (LBR 40) COMPACTED TO 98 PERCENT OF ITS MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM-1557) COMPACTED SUBGRADE ASPHALT PAVING DETAIL N.T.S. CONC. FILLER -, 1/4" WIDE SAW CUT 2" MIN. a CONIC. FILLER VULKEM 116 OR 245 (NON SAG) JOINT MATERIAL TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. PROVIDE UGHT GRAY COLOR TO MATCH CONC. MP �BAS .ct 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. 24't NOMINAL NOTE: FORM 24' X 24' NOM. W/ FULL 1" X 6" Q 1"X2"X1 z STAKE TO B o REMOVED z `r SAW CUT N _ I 1/4" WIDE b r ,c veer CAULK SAW CUT PENETRATION FULLY. (SEE DETAIL THIS SHEET) EXPANSION I JOINT (rn'•) 1/4" RADIUS 1/2" CAULKING HAND TOOLED 1/2" MASTIC 2' LONG #4 SMOOTH DOWEL 0 18" O.C. VISQUEEN WRAP OVER ONE END OF DOWEL PRESSURE TREATED 1 x WOOD COMPACTED BASE EXPANSION JOINT TYP. EXPANSION JOINT & REBAR LAYOUT DETAIL N.T.S. PARKING AS SPECIFIED \�\ \ \ \ EXP. JOINT AND 6„ PREFORMED JOINT FILLER RIBBON CURB DETAIL N.T.S. STD. 6" CURB 9 T TYPE 1 STD. 6" CURB NOSE DOWN TO FINISH GRADE DRIVEWAY SURFACE CURB TRANSITION DETAIL i SIDEWALK SEE SITE PLAN PARKING LOT RAMP SLOPES NOT TO EXCEED 1: 12 PER ADA REQUIREMENTS w - VARIABLE -HEIGHT -0 ::7. CURB. MATCH PAVEMENT HEIGHT AT DEPRESSED RAMP w O C7 CURB EDGE SIDEWALK CONCRETE CURB (318" LIP) TYPICAL H.C. RAMP DETAIL NTS GAURD POST (TYP) (SEE DETAIL THIS SHEET) .. I I - W dia. Steel bolkwft I 1 I • I o cone. FMod (typ)CL 48" 1 Max I dearcnos min. I �� OQ •1 I 1 I ewIng gate (typ.) 4• Mi1n. I L_ ELM O drop pin hole NJIL (typ.) 8' 14" IUAVL I UN ICRETE SURFACE rEEL PIPE FILLED ;ONCRETE.4. AED AND PAINTED ETY YELLOW PER 6" 0 STEEL POST FILLED WITH CONCRETE 1'-3" CV 6" WIDE x 24" DEEP CONCRETE CURB gISH SURFACE SURFACE OF DRIVE THRU FINISH SURFACE LANE 44 .. _- 18" Q1 CONCRETE FOOTING - . -. i III'' 18" DIA. CONCRETE FOOTING GUARD POST DETAIL FINISH GRADE 3" ly 6" VERTICAL CURB DETAIL ' L-k c") ° BOLLARD DETAIL 4" CONCRETE CURB EDGE WALK 1" RADIUS BOTH SIDES 6"xW-1.41.4 W.W.F. PAVEMENT PER PLAN 1" RADIUS ELEVATIONS REFER TO THIS POINT 2 - #4 BARS CONT. PARKING AS SPECIFIED PARKING LOT /\\ co SURFA' a E AS SPECIFIED CONT. TOP & BOTTOM 6" INTEGRAL CURB AND NOTES: 1. ALL CURBING TO BE 3000 P.S.I. @ 28 DAY P.C.C. TYP. 2. PROVIDE EXPANSION JOINTS @ 2U-0" O.C. 4" MIN. 5" MAX. 2" MIN. I 3" MAX. I 1 111 9" MAX. TIs boom with 1-l5 rebor continuous 127 cwcmncs min. -drop pin (typ.) OR 3/4" BOLES 11 i g 1 II - PITCH OPTIONAL - R=2" CAST OR RUBBED gate (typ.) i-/5 at V conter 8 - e"x 16" concrete footing 3000 p.s.L concrete slab with fiber mesh n>hfoming - mondRhic, min 6 thicknom w/ 2- �5 rebar (typ.) 6"x6"/ 10x10 W.W.F. N.T.S.. CITY OF ZEPHYRHILLS DUMPSTER DETAIL SEE CITY STANDARD DUMPSTER DETAIL FOR SPECIFICATIONS NOTE: DUMPSTER WALL/DOORS NOT REQUIRED SIDEWALK DETAIL N.T.S. W-0" #4 BARS, 18" LONG (TWO PER GUARD) CONCRETE BUMPTER GUARD CONCRETE WHEELSTOP PER FDOT INDEX 300 N.T.S. 2" MIN. 3" MAX. wisuf 1. CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW "AS -BUILT" CONDITIONS OF ALL WORK INCLUDING PIPING, DRAINAGE STRUCTURES, TOPO OF POND(S), OUTLET 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. 2. RECORD DRAWINGS AND CERTIFICATION OF COMPLETION SHALL BE SUBMITTED, SIGNED, SEALED AND DATED BY THE ENGINEER OF RECORD. THE DRAWINGS SHALL INDICATE ANY DEPARTURES FROM THE APPROVED PLANS DURING CONSTRUCTION. ASBUILT DRAWINGS SHALL BE CERTIFIED BY A FLORIDA LICENSED SURVEYOR. 3. THE HIGHEST GROUNDWATER WITHIN THE ROADWAY SHALL BE AT LEAST 1.5 FEET BELOW THE LIMEROCK BASE. 4. GOVERNING SPECIFICATIONS: STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION DESIGN STANDARD SPECIFICATIONS, LAST EDITION. 5. CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WITH STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, LAST EDITION. 6. ANY NGVD-'29 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONTRACTOR SHALL NOTIFY. GEODETIC INFORMATION CENTER ATTN: MARK MAINTENANCE SECTION N/CG-162 6001 EXECUTIVE BOULEVARD ROCKVILLE, MARYLAND 20852 TELEPHONE NO. 301/443-8319 7. THE LOCATION OF THE EXISTING UTILITIES SHOWN IN THE PLANS ARE APPROX. ONLY. THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN 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. 8. THE APPROPRIATE UTILITY COMPANY SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT A COMPANY REPRESENTATIVE CAN BE PRESENT. 9. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS WHERE OVERHEAD TRANSMISSION LINES OR UNDERGROUND UTILITIES. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 11. THE CONTRACTOR SHALL CALL SUNSHINE STATE ONE CALL OF FLORIDA (811) FOR FIELD LOCATIONS 48 HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES. 12. KNOWN UTILITIES: WATER: CITY OF ZEPHYRHILLS UTILITY DEPARTMENT SEWER: CITY OF ZEPHYRHILLS UTILITY DEPARTMENT ELECTRIC: DUKE ENERGY GAS: TECO/PEOPLES GAS PHONE: VERIZON 13. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY W/ FLA. STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINES. 14. DESIGN ELEVATIONS ARE BASED ON THE SURVEY PREPARED BY OTHERS. 15. BACKFILL FOR ALL UTILITY AND STORM LINES AND AROUND STRUCTURES SHALL BE COMPACTED WITH NO LESS THAN 95% DENSITY. A COPY OF TEST REPORT SHALL BE SUBMITTED TO THE COUNTY ENGINEER. 16. APPURTENANCES FOR STORM SEWER, SANITARY SEWER, WATER AND OTHER UTILITY SYSTEM, SUCH AS MANHOLE COVERS, VALVE BOX COVER, ETC., WHICH ARE LOCATED WITHIN 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 OF ASPHALT FOR A LENGTH EXTENDING FROM THE APPURTENANCE AT A SLOPE OF 50:1. 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/OR SOD. 3. ALL NEW BUILDING ROOF DRAINS, DOWN SPOUTS, OR GUTTERS SHALL BE ROUTED TO CARRY ALL STORMWATER TO EXISTING INLETS. 4. NOTIFY SUNSHINE UTILITIES (FLORIDA ONE CALL) 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 PRIOR TO FINAL AS --BUILT SIGN OFF FROM THE COUNTY. 6. IN ALL HANDICAP AREAS (PARKING SPACES AND ACCESS AISLE) MAXIMUM SLOPE/GRADE IS 2% IN ALL DIRECTIONS. 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. ALL CROSS WALKS SHALL HAVE A MAXIMUM 2.0% CROSS SLOPE. 8. AS INDICATED ON THE SURVEY, THE ELEVATIONS ARE BASED ON AN ASSUMED DATUM, AND ARE NOT BASED ON ANY STANDARD DATUM. 9. ALL PAVEMENT CROSS SLOPES AT CROSS WALKS (SLOPES PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN 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. 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. 11. TO MINIMIZE SOIL EROSION, PROPOSED LAND ALTERATION ACTIVITIES SHALL NOT UNNECESSARILY REMOVE EXISTING VEGETATION AND ALTER EXISTING TOPOGRAPHY. ADEQUATE PROTECTION MEASURES (I.E., HAY BALES, BAFFLES, SODDING AND SANDBAGGING) SHALL BE PROVIDED, AS NECESSARY, TO MINIMIZE EROSION AND DOWNSTREAM SEDIMENTATION CAUSED BY SURFACE WATER RUN-OFF ON EXPOSED LAND SURFACES. 12. ANY AREAS SUBJECT TO EROSION MUST BE ADEQUATELY STABILIZED WITH VEGETATIVE MATERIAL THAT SHALL, WITHIN A REASONABLE TIME FRAME, DETER SOIL DISTURBANCE. SODDING, PLUGGING, SPRIGGING OR SEEDING IS ACCEPTABLE FOR STABILIZATION; HOWEVER, SODDING MAY BE REQUIRED IN AREAS OF EROSION -PRONE SOILS OR WHERE SLOPES ARE GREATER THAN 5:1. VEGETATION OTHER THAN GRASS IS ACCEPTABLE UNLESS OTHERWISE SPECIFIED. �iOD 2 2 W Z ioydN 2 w W<IS Z . cn iE �W%�zw Z li 0 >0090 2 011"'U �J 1000 zCor- 1 8 co� r J U RIl Oto �J co U) W J c/n J O U- w U) U) z O o 0 O J W U) z a 0 N �p � � U � V U q CJ.I Ln `SON d - q`rf.) •j Q aIC °• V� co v • �� >k,PROf:S:. d�illlll� 7/31/13 ~Jeer tjo. 1306001 C07 7300 FL 33541 &t�V/'EFVV OATS ciry PLANS l NS EXAM/NER f ��-S ALL WORN STALL COAI�'LY �VI"tHALL � ��AILING CODES, FLQRID CITY p A7IO�INAL FJ 6E( TRIC CODE ` G ZLPIIYRl'IILLS ORD ND INANCI;S RON BARR, A.I.A. STATE OF FLORIDA AR 0016160 Q COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: CADFILE No. �i rr flpp� r fu^T/' V�]1 MIM GENERAL NOTES THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND NOTIFY THE LOCATED IN FIRE -RATED WALLS WITH 5/8"TYPE 'X' GYPSUM BOARD AS REQUIRED TO MAINTAIN THE RATING. ARCHITECT OF ANY DISCREPANCIES IN WRITTING PRIOR TO SUBMITTING HIS BID. THE CONTRACTOR SHALL PROVIDE BRACING OR BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED EQUIPMENT: CABINETS, THE CONTRACTORS S HALL VISIT THE PROJECT SITE PRIOR TO THE SUBMISSION OF ANY BIDS AND VERIFY THE ARCHITECTS GRILLES DOORS WINDOWS, WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED. METAL STUDS MAYB E USED IN LIEU DIMENSIONS, DETAILS AND INFORMATION PERTAINING TO THE PROJECT. IF ANY DISCREPANCIES, CONFLICTING INFORMATION, OF WOOD BLOCKING. ERRORS OR OMISSIONS ARE PRESENT THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IMEDIATELY IN WRITTING. ANY DISCREPANCY, OR CONFLICT NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER PRIOR TO THE FINAL BID THE CONTRACTOR SHALL NOT CUT ANY STEEL, WOOD, OR OTHER MAIN STRUCTURAL MEMBERS WITHOUT WRITTEN APPROVAL SUBMISSION SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. OF THE STRUCTURAL ENGINEER. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. ANY ROOM, WALL, FLOOR, OR CEILING FINISH NOT SCHEDULED SHALL BE ASSUMED TO BE IDENTICNTICAL TO THE CLOSEST ROOM OF SIMILAR USE AND TYPE FOR PURPOSES OF BIDDING AND CONSTRUCTION, NOTIFY THE ARCHITECT OF ANY OBSERVED THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY PUBLIC LIABILITY PROPERTY AND WORKMEN'S APPARENT DISCREPANCIES IN WRITTING PRIOR TO COMMENCING WITH THE WORK. COMENSATION INSURANCE. VALID CERTIFICATES OF ALL SHALL BE PROVIDED. ANY DETAIL NOT SPECIFICALLY REFERENCED SHALL BE ASSUMED TO BE SIMILAR TO THAT SHOWN IN THE CLOSEST POSITION THE CONTRACTOR SHALL INCLUDE ALL WORK NECESSARY TO ASSURE THE PROJECTS COMPLIANCEWITH THE MOST STRINGENT WHERE A SIMILAR CONDITIONS OCCURS FOR THE PURPOSES OF BIDDING AND CONSTRUCTION. NOTIFY THE E ARCHITECT IN REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT LOCAL EDITION, NFP -1 01 AND ALL OTHERREGULATION CODES. WRITTING OF ANY OBSERVED APPARENT DISCREPANCIES PRIOR TO COMMENCING WITH THE WORK, THE CONTRACTOR SHALL OBTAIN ALL OCCUPANCY T ARE PERMITS AND SECURE ALL CERTIFICATES OF INSPECTION AND OCCUPA THAT WHERE T TWO OR MORE DETAILS MATERIALS OR CONDITIONS OCCUR IN APPARENT COCONTRACTOR NFLICT THE SHALL UPON MIT REQUIRED BY THE GOVERNING JURISDICTION. THE OWNER SHALL RECEIVE A COPY OF THE PE ISSUANCE. Q R U INCLUDE THE MOST COSTLY SOLUTION IN HIS BI D AND NOTIFY THE ARCHITECT OF ANY APPARENT DISCREPANCIES PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL REFERENCE THE BUILDING SHELL DRAWINGS FOR ALL INFORMATION RELATIVE TO THE BUILDING SHELL AND FOR COORDINATION OF NEW WORK. THE CONTRACTOR SHALL PROVIDE UPON COMPLETION OF THE WORK A SET OF "AS -BUILT" NEATLY MARKED UP PLANS, THE ELECTRICAL CONTRACTORS "AS -BUILT" DRAWINGS SHALL BE INCLUDED. THESE DRAWINGS SHALL BE TRANSMITTED TO THE THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS/VENDORS SHALL FAMILIARIZE THEMSELVES WITH AND CONFORM TO OWNER. ALL REQUIREMENTS SET FORTH BY THE BUILDING OWNER OR MUNICIPALITY RELATIVE TO THE HOURS OF WORK. THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE COORDINATION ALL SUBCONTRACTORS, SUPPLIERS AND VENDORS. THE CONTRACTOR SHALL NOT ALLOW ON THE PROJECT ANY MATERIALS CONTAINING ASBESTOS, PETROLEUM OR PCB. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND DISTRIBUITING ALL CURRENT DRAWINGS TO THE SUBCONTRACTORS/VENDORS AS WELL AS SUPERVISING AND COORDINATING THE WORK OF ALL TRADES IN ACCORDANCE WITH THE SPECIFICATIONS AND MAKING ADJUSTMENTS IN LAYOUT AS REQUIRED. THE ARCHITECT SHALL BE NOTIFIED PRIOR TO THE EXECUTION OF THEIR REVISIONS TO AVOID CONFLICT BETWEEN TRADES FOR PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL INSTALL ANY APPARATUS, APPLIANCE, MATERIAL OR WORK NOT SHOWN ON THE DRAWINGS BUT MENTIONED IN THE SPECIFICATIONS, OR VICE VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY FOR COMPLETION OF THE WORK FOR OPERATION WITHOUT ADDITIONAL EXPENSE TO OWNER. THE CONTRACTOR SHALL COORDINATE ALL OWNER/TENANT SUPPLIED ITEMS AND INCORPERATE THE INSTALLATION INTO THE CONTRUCTION SCHEDULE. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY UTILITIES INCLUDING, ELECTICAL, WATER, AND TELEPHONE REQUIRED FOR THE COMPLETION OF THE PROJECT, OWNER. THE CONTRACTOR SHALL HAVE A DITIGITAL CAMERA ON SITE TO DOCUMENT ANY ISSUES THAT MAY NEED TO BE CLARIFIED. THESE PICTURES SHALL BE EMAILED TO THE ARCHITECT ALONG WITH AN RFI FOR CLARIFICATION. THE CONTRACTOR SHALL PROVIDE AT ALL TIMES PROTECTION FROM THE WEATHER AND EXCESSIVE DUST THAT MAY IN ANY WAY DAMAGE THE WORK, MATERIAL, FIXTURES, AND EQUIPMENT, OR PRESENT DANGER TO PERSONNEL. ANY WORK UNDER CONTRACT BY THE GERNERAL CONTRACTOR DAMAGED BY A FAILURE TO PROVIDE ADEQUATE PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK AT THE SOLE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL MAINTAIN THE JOB SITE FREE FROM RUBBISH AND DEBRIS. DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL CONFORM TO BUILDING REGULATIONS. THE CONTRACTOR SHALL RUN FIRE RATED WALLS AND PARTITIONS TO UNDERSIDE OF RATED ROOF/CEILING ASSEMBLY ABOVE: TAPE AND SEAL JOINTS. PROVIDE FIRE DAMPERS AT DUCT PENETRATIONS AS REQUIRED BY CODE. TAPE AND SEAL OTHER PENETRATIONS TO MAINTAIN INTEGRITY OF FIRE -RATED PARTITION USING ONLY UL APPROVED MATERIAL. THE CONTRACTOR SHALL FINISH GYPSUM WALLBOARD ABUTTING OTHER MATERIAL WITH METAL EDGE STRIPS, CONCEAL PIPING, DUCTWORK, AND CONDUIT. THE CONTRACTOR SHALL BACK ALL ELECTRICAL CABINETS, FIRE EXTINGUISHERS, CABINETS AND OTHER RECESSED EQUIPMENT CONTACT THE ROSS CONSTRUCTION REPRESENTATIVE C. N TAC T AT THE BEGINNING OF THE CONSTRUCTION PHASE TO OBTAIN A CURRENT COPY OF THIS CONTACT LIST FLOOR TESTING VENDOR CONTACTS: BLUE IDENTITY CMU BANDS INDEPENDENT FLOOR TESTING AND INSPECTION INC. OLD CASTLE APO 1850 GATEWAY BLVD, SUITE 230, CONCORD, CALIFORNIA 94520 HARDWARE / LOCKSETS 1118 MORGAN LFFAY, I FWISVILI_F, TX 75056 CONTACT: FMA ROSS (800) 490-3657 X209, FAX: (877) 814-0338 STANLCY SECURITY SOLUTIONS, MECIIANICAL SOLUTIONS DIVISION CONTACT: JOHN CICCIARELLI (602) 513-6692, FAX: 972-899-3169 EMAIL: EMA@FLOCRTEST.COM 472.25 FREMONT BOULEVARD, FREMONT, CALIFORNIA 94538-6502 EMAIL: JOHN.CICCIARFI_I@OLDCASTILAPG.COM (SEF G1.0 SEC 5) CONTACT: CHIP DURHAM, ACCOUNT REPRESENTATIVE (951) 443 5329 (SEE A3.0) CELL: (949) 678-1282, EMAIL: CURHAM@STANLEYWORKS.COM ENERGY_ REBATE. (SEE G.1. SFC B) WINDOW FILM ROSS REBATE ADMINISTRATION SERVICES CIIB INDUSTRIES RFALWINWIN INC. STOREFRONT 732 NESCONSET HIGHWAY, SUITE 10413, SMITHTOWN, NEW YORK 11787 1926 ARCH STREET, PHILADELPHIA, PENNSYLVANIA 19105 KAWNEER NORTH AMERICA (ALCOA INC.) CONTACT: BOB FOGARTY (800) 220-2525, OFFICE: (610) 659-4736 CONTACT: DORTHEE VIL (215) 732-1180 X224, FAX: (215) 732-0477 hllp://www.kawr)eer,coin/kawneer/norlh_america/general/sales-locator.asp FAX: (631) 360-3068, EMAIL: BFOGARTY@CHBWINDOWFILM.COM EMAIL: DVIL@REALWINWIN.CGM CONTACT: DAVE BROSHEARS, NATIONAL ACCOUNTS (317) 771-9265 AI_T CONTACT: KELLY NARDI (80C) 220-2525, EMAIL: KNARDI@CHBWINDOWFILM.COM (SEE A1,2 & E3.0) (SEE G1.1 SEC 8) (SEE 31.1 SIG 8.1) HURRICANE SHUTTERS STOREFRONT DOORS CORNELL IRON WORKS, INC. STANLCY WORKS (NATIGNAI. ACCOUNT), ACCESS TECHNOLOGIES PROJECT GROUP ROSS SIGN CONSULTANT 24 EI MWOOD AVENUE, CRFSTWOOD INDUSTRIAL PARK 102 BRIDAL RIDGE DRIVE, CURLEY, ALABAMA 35/48 BILL MOORE AND ASSOCIAIES (BMA) MOUNTAINTOP, PENNSYLVANIA 18707 CONTACT: DFNN19 WEBB, ACCOUNT REPRESENTATIVE (256) 776-8902 1057 SOLANO AVENUE, ALBANY, CALIFORNIA 94706 CONTACT: JASON MII_I_ARD (800) 233-8,366 X606, FAX: (570) /15-0606 EMAIL: DWEBB2@STANLEYWORKS.COM CONTACT: SKIP MOORE, PRESIDENT (510) 526-0296 EMAIL: JASON.MILLARDnCORNLLLIRON.COM SIC �CCB ( ) SE 3.0 (E A ) G EG8. (SEE 1 1 S 2) HVAC_ EQUIPMENT DELAYED EGRESS DEVICE ENVIRONMENTAL SERVICES LENNOX INDUSTRIES, INC., NATIONAL ACCOUNTS ALARM LOCK SYSTEMS PSI ENVIRONMLNIAL CONTACT: CORY HICKEN, NATIONAL ACCOUNT MANAGER (951) 241-2890 345 BAYVIEW AVENUE, AMITYVILLE, NEW YORK 11701 95 CHASTAIN ROAD, SUITF 301, KFNNFSAW, GFORGIA 30144 EMAIL: C � MAIL GORY,I II KCNC LCNNGXIND,COM � 0 2- 6 I -HONE. 8 0 52 5 25 C• BILLY E L / 0 -6 0 30 6 ELL: 770 337-5321 CONTACT: I Y MITCH L 7 424 2 0 X 1 C QUOTES/SUBMTTALS: (800) 367 6285 (STEM= FRICKE, NAT ACCNT SUPPORT) CONTACT: MICKCY WALLIS, ACCOUNT REPRESENTATIVE (MO) 28 - 186 EMAIL: BILLY.MITCHFI_I@PSIUSA.COM (SEE CIA SEC 15) FMAIL: MWALLIS@ALARMLOCK,COM (SEE 01.0 SEC 4A,6) (SEE DL1.0 & A6,0) LIGHT FIXTURES AMERICAN WHOLESALE LIGHTING SENSORMATIC EAS 40577 ALBRAE STREET, UNIT F, FREMONT, CALIFORNIA 94538 ADl SI-CURITY SERVICES, SENSORMATIC SYSTEMS CONTACT: KENT CLYDE DIRECTOR OF PROJECTS CONTACT: ROHIRI IAURICH 20. 839 8101 CELL: 209 815 247> ' 9) () PHONE: (510) 252-1088 X 203, EMAIL: KCLYDE@AWLIGHTING.COM TMAII: RAURICHQTYCOINT.COM ROSS CONTACTS: (SCE G1.1 SEC 11) ESCALATION: TIM KIDD (925) 965-4563, E-MAIL TIM.KIDD@ROS.COM ESCALATION: JOHN DEYONG (925) 965-4849, EMAIL: JOHN.DEYONG@ROS.COM MECHANICAUELECTRICAL CONSULTANTS (SEE Cl G1.1 SEC 12 & 12.5) CORPORATE HEADQUARTERS C & C BUILDING AUTOMATION ROSS STORES, INC, 390 SWIFT AVENUE #22, SOUTH SAN FRANCISCO, CAL.IFORNIA 94080 DOCK EQUIPMENT 4440 ROSEWOOD DRIVE, PL4-4E6 CONTACT: CLIFF MCINTIRE 650 292-7457 E-MAIL: ROSS@CCBAC.COM ( ) ARBON EQUIPMENT CORPORATION Q PLEASANTON CA 94588-3050 (SEE G1,1 SEC 12, 15) 1075 VIA DEL CATO, AI_AMO, CA, 94507 PHONE: (925) 965-4400 CONTACT: RAY DOMINGUEZ, ACCOUNT REPRESENTATIVE, CELL (209) 345-1160, ENERGY MANAGEMENT SYSTEM (EMS) MAIN (800) 742-8058 STORE DESIGN C & C BUILDING AUTOMATION (SEE G1.1 SEC 8.10 & A4.1) JOHN QUEN�E 390 SWIFT AVENUE #22, SOUTH SAN FRANCISCO, CALIFORNIA 94080 ROSS STORES, INC. CONTACT: C.J. CHAVEZ (650) 292-7452, EMAIL: ROSS©CCBAC.COM TRASH RECEPTACLE PI FASANTON, CALIFORNIA (SEE G1.1 SEC 11, 12, 15, 16) DURA ART STONE TEL: (925) 965-4785 1785 LOCUST STREET, SUITE 7, PASADENA, CALIFORNIA 91106 EMAIL: ROSS.CONSTRUCTION@ROS,COM CORNER GUARDS AND WALL PANELS CONTACT: THOMAS SEIFERT, ACCOUNT RFPRESFNTATIVF (626) 577-6000 (BEGIN EMAIL SUBJECT LINE WITH PROJECT STORE NUMBER AND NAME) CALIFORNIA CASTER FAX, (626) 577-6006, E-MAIL. 1DSLIFLRTODURAARTSTONE.COM 1400 - 171h STREET, SAN FRANCISCO, CALIFORNIA 94107 (SEE A1.0) STORE DESIGN REPRESENTATIVE CONTACT: TERRY CAVANAUGH (415) 939-6873, EMAIL: IERRYC@CALIFORNIACASILR.COM SEE PROJECI INIIIA11ON LETTER ISSUED CONTACT: CUSTOMER SERVICE (800) 950-8750 DOCK SECTIONAL DOOR BY ROSS STORE DESIGN GROUP (SEE A6.0) OVERHEAD DOOR CORPORATION 2501 SOUTH STATE HIGHWAY 121, SUITE 200, LEWISVILLE, TEXAS 75067 CONSTRUCTION REPRESENTATIVE TRASH COMPACTOR PHONE: (800) 972- 1730 EMILIO LANSANC MARATHON EQUIPMENT COMPANY CONIACI: ANGELA BURGESS, ACCOUNT REPRESENTIVE (469) 549-7121 950 COUNTY HIGHWAY 9 SOUTH, PO BOX 1798, VERNON, ALABAMA 35592-1798 FAX: (972) 528-1021, EMAIL: ANGELA-BURGESS@OVERHEADDOOR.COM BOSS STORES, INC, CONTACT: GINA HOLLIS (800) 633-8974 X1289 ALT CONTACT: CHARI_IS ZIEGLER, ACCOUNT REPRESENTATIVE (469) 549-7175 PLEASANTON, CALIFORNIA EMAIL: GINA.HOLLIS@MARATHONEQUIPMENT.COM EMAIL: CHARLES-ZIECLER@OVERHEADDOOR.COM TEL: (925) 965-4703 AI_T CONTACT: CHAD SEAGRAVES (800) 633-8974 X1046 (SEE G1.1 SEC 8.10) EMAIL: CHAD.SEAGRAVES@ MARATHON EQUIPMFNI.COM EMAIL: EMILIO.LANSANG@ROS.CUM (SEE G1.0 SEC 1.2) ROOF INSPECTION TECHNICAL ROOF SERVICES, INC CONCRETE TREATMENT 2339 STANWELL DRIVE, SUITE A, CONCORD, CALIFORNIA 94520 CRFTESFAI_ CONTACT: JOHN GOVEIA (925) 356 7770, CFI -I_ (925) 766E-3122 REAL ESTATE REPRESENTATIVE PO BOX 18598, ANAHEIM, CALIFORNIA 92817 EMAIL: JGOVEIA@DNG-GROUP.COM SEE PROJECT INITIATION LETTER ISSUED CONTACT: JIM BELL (800) 278-4273, CELL: (714) /13-8955, FAX: (714) 993-1840 (SEE G1.0 SEC 3.11) BY ROSS STORE DESIGN GROUP EMAIL: JIMBFI_I_@CRETESEAL.COM (SEE C1.0 SEC 5.3 & 5A) LOSS PREVENTION REPRESENTATIVE SECURITY 11M KIDD, DIRECTOR, LOSS PREVENTION TIMSECURITY SERVICES, NATIONAL ACCOUNTS SCHEDULING: AUSTIN MALAVC (800) 453- 2247 X2375, EMAIL_: AMALAVE@ADT.COM ROSS STORES, INC. SCHEDULING: JAMIE ROSE (800) 453-2247 X2483 PLEASANTON, CALIFORNIA TFCIINICAI.: DOUG COOK (559) 217-1774 PHONE: (925) 965-4563 ESCALATION: GALE DRAKE (916) 342-5277, EMAIL_: GEDRAKE@AIDI,COM ESCALATION: TIM KIDD (925) 965-4563, EMAIL: TIM.KIDD@ROS.COM EMAIL: TIM.KIDD@ROS,COM ESCALATION: JOHN DEYGNG (925) 965-4849, EMAIL: J01-IN.DEYONG@ROS.COM JOHN DEYONG (SEF G1.1 SEC 12, 14 & 16.4) PHONE: (925) 965-4849 EMAIL: JOHN.DEYONG@ROS.COM TELECOMMUNICATIONS _IREPRESENTATIVE JEFF ,JOHNSON, MANAGER, INFORMATION TECHNOLOGY ROSS STORES, INC. PLEASANTON, CALIFORNIA PHONE: (925) 965-4225 EMAIL: JEFF.JOIINSON@ROS.COM LANDLORD CONTACTS: LANDLORD REAL ESTATE REPRESENTAHVE SEE PROJECT INITIATION LETTER ISSUED BY ROBS STORE DESIGN LANDLORD DESIGN REPRESENTAIIVE SEE PROJECT INITIATION LETTER ISSUED BY ROSS STORE DESIGN LANDLORD CONSTRUCTION REPRESENTAHVE SEE PROJECT INITIATION LETTER ISSUED BY BOSS STORE DESIGN ABBREVIATIONS A ALLOWANCE O.C. ON CENTER A. B. ANCHOR BOLT 0. D. OUTSIDE DIAMETER AC AIR CONDITIONING/ER OFL OVER FLOW LEADER A,C.T. ACOUSTICAL CEILING TILE O.H. OVERHEAD A.F.F, ABOVE FINISH FLOOR OPNC. OPENING Al T. Al TFRNATF OPP, OPPOSITE ALUM. ALUMINUM OPS OPERATIONS APA AMERICAN PLYWOOD ASSOCIATION ORP OVERRIDE PANEL APPROX. APPROXIMATE OSA OUTSIDE AIR A.R. ARCHITECTURAL REPRESENTATIVE OSB ORIENTED SIRAND BOARD BA BURGLAR ALARM P,B,C. PLUMBING CONTRACTOR BD. BOARD PC PHOTOCELL OR PERSONAL COMPUTER BLDG, BUILDING PIV POST INDICATOR VALVE BLKG BLOCKING PL. PLATE BM. BEAM PLAS. LAM. PLASTIC LAMINATE BOT, BOTTOM PLYWD. PLYWOOD PR. PAIR CD CRITICAL DIMENSION +/- 1/2" F.O.F, PT, PAINT C.J. CONTROL JOINI PTB PUBLIC TELEPHONE BLOCK CLG, CEILING PVM PUBLIC VIEW MONITOR CLR. CLEAR GE CM CONSTRUCTION MANA R D RA , RADIUS C.M.U. CONCRETE MASONRY UNITS RCP REFI_FCTFD CFII INC PLAN C.O. CLEAN OUT ROL ROOF DRAIN I_FADFR CONE. CONCRETE REINF. REINFORCED CONT, CONTINUOUS RFQ'D. REQUIRED CONTR. CONTRACTOR RESIL. RESILIENT COL. COLUMN RM. ROOM C.R. CONSTRUCTION RLPRLSLNIAIIVL R.O. ROUGH OPENING C.T. CERAMIC TILE RTU ROOF TOP UNIT CT CURRENT TRANSFORMER E CTR, CENTER SC SO E SOLID CORE SEC SECTION DBL. DOUBLE SF SQUARE FEET/FOOTAGE DIA. DIAMETER SHTG. SHEATHING DM DEMAND METER SIM, SIMILAR DN. DOWN SPEC,S. SPCCII ICATIONS DO DIGITAL OU I I U I - , 7 SI SINGLE I HASE DR. DOOR UARE SQ SQUARE DRS DOORS SS SANITARY SERVICE DS. DOWN SPOUT STB STATION TELEPHONE BLOCK DTL/DET. DETAIL STD. STANDARD DWG, DRAWING STL, STEEL STRUCT. STRUCTURAI EA. FACH EAS ELECTRONIC ARTICLE SURVEILLANCE TELECOM TELECOMMUNICATIONS E. F. ELECTRICAL FAN T.O. ... TOP OF _ E.C. ELECTRICAL CONIRACIOR T.O.M. 101' OF MASONRY ELEC, ELECTRICAL T.O.S. TOP OF STEEL ELECT. ELECTRICAL T.S. TUBE STEEL ELEV, ELEVATION TS TEMPERATURE SENSOR EMCP EMERGENCY MGMT. CONTROL PANEL TV TELEVISION EQ. EQUAL TYP. TYPICAL EQUIP, EQUIPMENT L I C. F IIT I FRA U.N.O, UNLESS NOTED OTHERWISE E.W. EACH WAY JON UNLESS OTHERWISE NOTED EWC/E.W,C. ELECTRIC WATER COOLER EXIST. EXISTING V.C.T. VINYL COMPOSITION TILE EXP, EXPANSION V VERIFY VL/V.L, VERIFY LOCATION F.B4O, FURNISHED BY OTHERS FD FLOOR DRAIN W WATT FOG FIRE DEPARTMENT CONNECTION W/ WITH FIN. FINISHED) WAN RTR WIDE AREA NETWORK ROUTER FLR. FLOOR WC WATER CLOSET FOF FACE OF FINISH WD. WOOD F-P. FIREPROOF WH WATER HEATLR FS FLOOR SINK FT FEET/FOOT FTG. FOOTING FURR FURRING GA. GAUGE GALV. GAI-VANI/CD GC/G.C° GENERAL CONTRACTOR CFCI GROUND FAULT CIRCUIT INTFRRUPTFR GL GI ASS GPF GALLONS PER FLUSH GWB GYPSUM WALL BOARD G.V. GRAVITY VENTILATOR GYP. GYPSUM GWB GYPSUM WALL BOARD ITC. IIOLLOW CORE H.M. HOLLOW METAL HORIZ. HORIZONTAL HR HOUR HT. HEIGHT HVAC HEATING, VFNTII ATING & AIR CONDITIONING 1. D. INSIDE DIAMETER IG 50 ATED GROUND INSUL. INSULATION TNT, INTERIOR LT,/IT INFORMATION TECHNOLOGY JAN, JANITOR JB JUNCTION BOX JBS. JAMBS JT. JOINT LAM, LAMINATE LAV, LAVATORY LBS POUNDS LCP LOSS CONTROL PANEL LHI LFASF-I10LD IMPROVEMENT LP LOSS PREVENTION MAX. MAXIMUM MDR MAIN DISTRIBUTION BOX MECH. MECHANICAL MGMT. MANAGEMENT MIN, MINIMUM MISC. MISCELLANEOUS M.O. MASONRY OPENING MID, MOUNTED MTL, METAL NIC/N,I,C. NOT IN CONTRACT NO. NUMBER NLI NOT LESS THAN N.T.S. NOT TO SCALE KEY PLAN y _� -- - _� 1 s, 3 .__. _.. __ .. -.. _.._.._____..L ------ ___ - ___ t I A _ - T �� , _ -- a =, ( " I' h �,7 I"I'll P I„ a - ;,' ,.." Z"..' w I I , s I,, y- o rn_J_L ___ ____( __ __ - 1­ I... .. ­-1-111111-1- ___ - �ZIN I,, �5r^ - I'Z�, �, ,", ,_, �',_"," " -_-...,. ��',', �,,f�, �, __,��, ,,�,, ::�, ­K�- """"', -,1-'] '' ,,. ��, �"'- _ -__. — — ,,., , - ��,,���"� 11��,� 1�, I I� .z"-, 111� I �, "' C11 ��,,���,,� ': "�� ""J", r "�_,"' "I ., �.�, ,� ­� I-'"', ,'�x"' "I .. � I J " 11, - E';• II "' -", � - �::� ...... �, -- ,,,,, - . ... ... `.�q` '"''i, '' ',',,,,f�,,,,� ,,, ,­', 'I : :,:::::,: - :z - _,L ) ..... . ".111111 �','� "' 11 ". � ... ... . ,,�111 �,,,�, , 1 " ", �,,�� ,,,,� ,,,, 11 � . .. . �, �," I'll - I 'f'. :",:�,:�� I ,,,, �: " 1'_'� �' �"T'," � z ,:`�:,,'� ""' ,�',,'1` " "" 71,111 "E", `­ " ,'�, _11"", "I'll .1 �,",$'- ­,­� �"- <, """' " ,`,�J',',�'' . I I �-, �� ,,,',.,,,,"I - �, ARE F W RK"I'll "�_-,, -`­-, , � "", � ... .... , �1: O O, ,� -, ", , " G• ",:: , , "", , . I �Z, " "I 1-11, ­ :,,�1".',' ..._.:„ I t �. ., I I ., ., ...... r- , .. .. ,. , „ ._.,"11, ... ..... ,I .. I E , i I l l 1 1 I ", , V Li�u_L;_ un! Ll'_l_L°_emu LI_I__LLi_L _Lid_ I _��_ _L�i1t��_?�J L_L1�9 $_ L_L#1 ? U j L 113 LLI_HIH_U_LU LLL0_LI.HU!_f_ PROJECT DATA SCOPE OF WORK: ROSS STORE NEW LAYOUT ADDRESS: TOWNVIEW SQUARE SHOPPING CENTER 7300 GALL BLVD. ZEPHYRHILLS, FL. 33541 LEGAL DESCRIPTION: POWERLINE INDUSTRIAL PARK 44-11 B LOTS 1 THRU 4 & LOT 5 LESS S 102.85 M/L BLK 10 TOGETHER WITH S1/2 OF PT OF VAC'D NW 59 ST LYING E OF W/L OF LOT 2 BLK 5 EXTD SLY TO PT ON N/L OF LOT BLK 10&E1/2OFPTOFVAC'D R/W LYING W OF & ADJ TO SAID LOTS BLK 10 ZONING: M- MERCANTILE CODE DATA SURVEY A. BUILDING CRITERIA BUILDING CODE: 2010 FLORIDA BUILDING CODE BUILDING USE: RETAIL SALES OCCUPANCY: (M) MERCANTILE CONSTRUCTION TYPE: VB, FULLY SPRINKLFRED TOTAL BUILDING ARIA: ................................. . ................................................................................. 25,000 SQ, FT. B, ALLOWABLE AREA: BASIC ALLOWABLE AREA: UNLIMITED AREA C. BUILDING AREA: SALES: -.,..,,,..._.....,._ ... .... ................ _ .,..,.,,......,....,..,.,..._.........,....,..._..,.,,,.....,........__.............,.21,000 SQ. FT, FITTING ROOMS: ___ ... ....... ............... ........... ___ ...... ........ ____ ........... ___ ....,.............__..........._653 SQ. FT. OFFICES: ---- ...--- ________ ............................. __--...._....... ' ............ ...._....._.... ..................__167 SQ, FT. LOCKER ROOM: ........... ........... .°................ ..... .,... __.... ........ ............... .,_....._.........._.................,,....251 SQ. FT. PROCESSING ROOM:_ ....... ___.......................__..._...........__............_.......................................,.1,242 SQ. FT, UNOCCUPIED ACCESSORY AREA: 68� S FT. / r Q TOTAL BUILDING AREA: .................. ............. ....... _.... ..... ......... __....._........_........, ..... .......25,000 SQ. FT. D. OCCUPANT LOADING: ____ - - - _ - SALES AT 30 SQ. FT. PER PERSON 21 069 30:.........................................................................................703 FITTING ROOMS AT 30 SQ, FT, PER PERSON(653/30):..................................................................................22 OFFICE AT 100 SQ. FT, PER PERSON(167/100):.............................................__............___....................._2 LOCKER ROOM AT 50 SQ. FT, PER PERSON(251/50):.............................................................._................__6 ; 3 PROCESSING ROOM AT .00 SQ. FT. PER PERSON(1,242/300):.......................................................................5 TOTAL BUILDING OCCUPANTS: ........ . ....... . .................... . ........................................ _ ........ _ ...... __ ................. . ..... 738 F. FALLING RCQUIRFD AND PROVIDFD: (OCCUPANT LOAD x .2" PER PERSON) DE To) SALES, FITTING, OFFICE & LOCKER AREAS EXITING REQUIRED: (MIN. OF 3- BY CODE) ) SAI FS, FITTING, OFFICE & LOCKER ((703 I 22 I 2 I 6) x .2") - _....... ............ ...........146.6" 1 b) SALES, FITTING, OFFICE & LOCKER AREAS EXITING PROVIDED: DOORS #1 @ 54' I #2 0 54" 3 @ �4„ � @ 34- .............. ...........______1 /6.0 ............ ................ I ........ I ... I ... ..+29A" (OK) 2a) PROCESSING ROOM AREA EXITING REQUIRED: (MIN. OF 1 - BY CODE) PROCESSING ROOM (5 x .2") _.............................................................. ........ ..... ........ ............. ......... 32.0" 2b) PROCESSING ROOM AREA EXITING PROVIDED: (DOOR #4 @ 34") - " .................. __.................................................................................... ............... +2,0" (OK) TOTAL BUILDING EXITING REQUIRED: .... . ... . .... . .............................................. . .................. . ............................ 178.6" TOTAL BUILDING EXITING PROVIDED: ................ . ..... __ .......... _ ........................... . .......................................... 210.0" (OK) F. MINIMUM RFQIJIRFD PLUMBING FIXTURES: (OCCUPIED AREA / 200 SQ. FT. PER OCCUPANT) 10) MCN'S TOII.TT ROOM (25,067 SF / 200 / 2 = 63) WATER CLOSETS ..................................................................1 WC & 1 URINAL 1 ACCESSIBLE WC RE 'D) LAVATORIES (ONE FOR EACH TWO WC) ................ __.........1 LAVATORY (1 ACCFSSIBI F LAVATORY REQ'D) 1b) WOMEN'S TOILLI ROOM (25,06/ SF / 200 / 2 = 63) WATER CLOSETS ............. ............. __................. ................... 2 WC (1 ACCESSIBLE WC REQ'D) LAVATORIES (ONE FOR EACH TWO WC) __....... ____ ........ I LAVATORY (1 ACCESSIBLE LAVATORY REQ'D) 1 c) OTHER DRINKING FOUNIAINS.,°..,,°..... ___ ..... __................. __........ 1 ACCESSIBLE HI-LO FOUNTAIN REQ'D G. ACCESSIBILITY: 1) SITE a REQUIRED ACCESSIBLE ROUTES OF TRAVEL PROVIDED,..,.....r...........................rr...r,......,,.,..,...,..,.....,,,YES b ACCESSIBLE PARKING PROVIDED (501-1000, 2% OF IOIAL).............................................................8 c VAN ACCESSIBLE PARKING SPACES (1 IN 8, NOT LESS THAN 1).......... .......... . ........ __.......... ,......... 1 d) EACH ACCESSIBLE PARKING SPACE IDENTIFIED BY SYMBOL AND SIGNED ...........................................YES e WALKS NOT INTERRUPTED BY STEPS OR ABRUPT CHANGES IN LEVEL ...............................................YES T) WALKS MINIMUM 48" IN WIDTH ... ....................... ............. ..... __........ ,......................................... ........ _YES g) CURB RAMPS CONSTRUCTED WHERE PEDESTRIAN WAY CROSSES CURBS ...........................................YES h) CURB RAMPS HAVE DETECTABLE WARNING IN TEXTURE AND VISUAL CONTRAST ................................YES 2) BUILDING ENTRANCES & EXITS a) ALL ENIRANCES AND GROUND FLOOR EXITS ARE ACCESSIBLE .... ,... _............. ...................... ___ ....... YES b) LEVEL AREA OF REQUIRED SIZE PROVIDED AT EACH ENTRANCE AND EXIT......................................YFS c) ACCESSIBLE BUILDING ENTRANCES ARE SIGNED TO APPROACHING PEDESTRIAN WAYS .......................YES 3) INTERIOR AND EXTERIOR DOORS a) REQUIRED ACCESSIBLE ROUTES OF TRAVEL AND MANEUVERING CLEARANCES PROVIDED ...................YES b) FLOOR OR LANDING NOT MORE THAN 1/2" LOWER THAN THRESHOLD OF DOORWAY .......................YES c) SINGLE EFFORT LEVER TYPE HARDWARE ON HAND OPERATED DOORS ................................... ....... .... YES d) OPERATION EFFORT NOT GREATER THAN 8 1/2 LBS EXTERIOR DRS & 5 LEIS INTERIOR DRS ........YES 4) CORRIDORS & AISLES a) CORRIDORS SERVING OCCUPANT LOAD OF 10 OR MORE MIN 44" CLEAR WIDTH ..............................YES 5) PROTRUDING OBJECTS a) PROTRUDING OBJECTS DO NOT REDUCE READ WIDTHS OR MANEUVERING SPACE .................. ......... _YES b) MAX PROJECTION WHEN MOUNTED BETWEEN 27" AND 80" AFF IS 4.. ............... ....... ............. __..... .YES 6) CONTROLS AND OPERATING MECHANISMS a CLEAR FLOOR SPACE FOR FORWARD OR PARALLEL APPROACH AT ACCESSIBI I_ CONTROLS .......... _YES b ACCESSIBLE CONTROLS OPERABLE WITH ONE HAND, MAXIMUM 5 LBS OPERATING FORCE ................YES C) ACCESSIBLE CONTROLS MOUNTED AT REQUIRED HEIGHT ..... ........... .... .................... _... .......... ............. YES 7) MULTIPLE ACCOMMODATION TOILETS a) CLEAR ACCESS OF 44" MIN WIDTH PROVIDED TO REACH ACCESSIBLE STALL ....................................YES b) 60" DIA CLEAR SPACE PROVIDED WITHIN BOTH THE TOILET ROOM AND ACCESSIBLE STALL .............YES c) ALL REQD CLEARANCES, FIXTURES AND ACCESSORIES PROVIDED ...._ ................................................YES d REQUIRED TOILET ROOM SIGNING PROVIDED IN REQUIRED CONFIGURATION AND LOCATIONS .............YES 8) EMERGENCY WARNING SYSTEMS a) WARNING SYSTEM HAS APPROVED NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED .-..... __... YES G. MISCELLANEOUS: 1) FULLY SPRINKLFRED 2) 250 FT. MAX. TRAVEL DISTANCE TO EXITS s i etd,c` "' ,„„„ S ,b xr , , ` " , � a ,,, . rM '. i„ a . , : . mr ­ 11,e r, A— — F­ 11_ �� n9 11 I I _,, � " t I 1 tl0 r'� �� I F I" ,(,,,,. 1, , , 41 I . ?5 s :1, .. a '` 1 ce7 5 T� . ; lzzl.v • I. j i I,, meta p6 ,Cky,. r, ,. e-iWnMl* t 4u.L PI 11 I I d d F� Y` 1 I ? 97B .. '1 �'I i f R/ I 6 - a,h t• "I 11 I , �: T. M "' CMa . p1". �.,.._ er 5 i o, tlN , v. x. t {.Ninon ,ri xr� �r r, ' r $r T-Io ' s�+ r- P 'r r , ..« .. fi r 1� i A /7 W.._. _ 4'A', _ . 11 __,.,TSi `, { 1 I d - w i ., ,�7rr �. ., i f -w YW 1 A4e ,lnn 7(3, -! 1, i %.9.. I 'y l y ti ... _.l� I I �, -°al 'gyp u , r i II In I a..rM, . 1 _I 11 m I-0 I I r �. I I i ; ._:; lilt �. i 11 n �- , w ; ,�raam f"Y". _ y.eal O I , ,j `� I . r , 1' ) I I ! r 5o I I I £"» 11 i J° I 1�I 114 l 1 " l 6 S 'X r , I wgdrl t � . Ej �� Y y, ` r I -I__ �°! _ 1 T. � ar Y , j: "� r N '' i �, Cry�,tNl F I , �" 1 8 J _I � ', L__ _.I. - i iv �; mus"OnOwI Uri , 7, ' rsl.�.,.n h ';� j I — INDEX OF DRAWINGS ARCHITECTURAL--- SHEET NO. _ SHEET HILL AO.0 COVER AD, I ] F LL AND CONTACT SHEET D1.0 DEMOLHION FLOOR PLAN A1,0 FLOOR PLAN A1.1 ROOF PLAN & DETAILS A1,2 VESTIBULE PLAN &DETAILS A2.0 ARCHITECTURAL REFLECTED CEILING PLAN & DETAILS A3.0 EXTERIOR ELEVATIONS A4.1 ENLARGED PROCESSING & ELEC. ROOM PLANS & DETAILS A5.1 SECTIONS & DETAILS A6.0 ROOM FINISH AND DOOR SCHFDUI F S STRUCTURAL _ SHEET NO. SIIEET TITLE S-1 COVER N. GFNFRAI_ NOTES S-2 FOUNDATION PLANS & DETAILS S-3 ROOF FRAMING PLAN S-4 ENTRY FEATURE STRUCTURE S-5 ENTRY FEATURE FRAMING SECTION S-6 TYPICAL DETAILS S-7 TYPICAL DETAILS r ,�-8 TYPICAL DETAILS L S-9 TYPICAL DETAILS MECHANICAL SHEET NO. SHEET TITLE M_1 MECHANICAL PLAN M 2 MICHANICAI NOTE AND DETAILS ELECTRICAL SHEET NO. SHEET TITLE E-1 ELECTRICAL PLAN E-2 ELECTRICAL NOTES AND DIAGRAMS PLUMBING SHEET NO. -- SHEET TITLE P-1 PLUMBING PLAN I'-2 PLUMBING RISERS NOTES AND DETAILS FIRE SHEET NO. SHEET TITLE SP-1 FIRE SPRINKLER PLAN SYMBOL LEGEND DOOR NUMBER IDENTIFICATION ........ _ ........................... ....................... .......................... _ I ROOM NUMBER IDENTIFICATION.................................................................................... ROOM NAME -100--- ROOM FLOOR FINISH _ ...... .... __...... _........................... __..... ...... ...... .............................. [VCT 'A,_ ELEVATION COLOR / FINISH REFERENCE ......... . ............. _..... ..... ..................................... O WINDOW IDENTIFICATION (IF REQUIRED) .................... ....... ............. ......... I ........... I.......... O KEYEDNOTE .__ ... __........... __....................... __................................................ -M CHANGE IN PLANE .. ........... ...... _........... "... ...... ,... ...... ....................... __....... ,... .................. 1'-0" ELEVATION HEIGHT ........... ....... ................. __..... ......... ....... ....... ......... _... .. LO. ITEM CEILING HEIGHT DESIGNATION ............. ............................... .... __................ _............. 1'-0" FINISH TYPE DESIGNATION FINISH DETAIL NUMBER 1 IYPIGAL DETAIL DESIGNATION.. ......... . ......... . ......_............,.....,,..,,.,.....,....,,.,.,. ...S,IT.E ,I. A1.0 SHEET WHERE DETAIL APPEARS 1 BUILDING ELEVATION ....._ ......................................................................................... A1.0 WALLSECTION................................................................................. ... 1 A1.0 A1.0 INTERIOR ELEVATION.................................................................................................. 1 4 2 3 r I r 1 ENLARGED PLAN............................................................. _. ...... __..... A1.0 k—--., Proj. Mgr. JU , Job. Capt, SG Drawn by JT RON BARR, A.I.A. Rev'd by STA 0 STATE F FLORIDA Rs AR 1 001,E 60 F r- U W N Z Z S � U W H H w w = O W w w F g w� � ;5m v�am U w O Z Z 2 F- Z a WW O U F O F- F O � �. W � 4 m lA U — Y U fA F- z O x - w � U � U u. H yy�� � W� Z O U W Z Z F- W � O W z W W W >_ W w Z O I_ °� r,- o O F cq co U. m° Q wry) s o o � w a w U o O U W W " W ll. Z 2F Xa W I— © Lu 153. Q t_ D a D � Z W O O Z z v z 0 r z a D w F © G LL � o a ��� z z z� w g ti w U F H¢ w� O O w H Oz vai o COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO �,l ��,, �" ... V ': �` "11 ,: I 1V I 11 ,� ", ` �I)i x �111, ' �i ul { Iu�P�,' j'a m aI a I � 11 � 1:1 � I 1 I %Umql 4 11 " � �1� ttCp ,' �� ,��� I �.� . ,,i ",, 1, ���'I''' �( �T Ip I I i1 1, I �i �I11111"I , i '�1,L �i FH FytUJy ,�, ��.� 9 I, , U" [,tl'�( fir�1'���`If' I �,!, ,,, %J!J1,I1J,,` 1 ��`�III i Il 1, 10 il 11 " a�1. Revisions: CADFILE No. � 7z 00 00 1111) en M . b ' A A �y� . �a5��'''V ;C ���iJ T, LII� I.L I� �`'7 �I 0- *4 c i s,) nm 0 eflb. ,� *4 1 11 POP tw4u 4 1Y/� , I I, it{o1 1 04 T' 1 A� I� = i0 �� ' W M 4 � C""J W mmmmi 0 Sheet Title GENERAL INFORMATION Scale: Date: 07.12.13 Project No. 12-027 Sheet No. r i2 O L N a) M (Q C CM m N a — N C: 0 r C N T 6 a .5 I 0 N O E * `'- a 1- C fA � itp p (0 � N m -i 2 CO O Co r 0 i L a) U7 .Lo � U r- N 0 C. L � Ili AO. 1 Proj, Mgr. Ju 291-61, PAVEMENT,AREA TOIB.IEIDEMQLI,SHEID ' /` 7'-Y PIS T W-10" DEMOLITION FLOOR PLAN SCALE: 1/8" = l'-O" 69'-5" Z� F`AVEMENT- AREA' TO'BE. DFMOI [SHED PAVEMLNT AREA TO BE DEMOLISHED +/-540 SQ.FT. 69'-0" 4J'-2" ti II I ti . ..h. ... .... ADA TENANT WI - T J MAXX . .. ..... .... . ......... . . ..... .. ... . .. . ..... . . ... . .. . . . .............. .. .... .... .. . ... .. . . ..... SECTION PF SIDEWALK TO BE DEMOLISHED TO NEW ADA ADJACENT TENANT ALLOWE SLOPE 10 6 ISTOREFRONT 6' (FIELD VERIFY) 0 0, F) -0 Xrt�>/ 1< x yy . . . . . . . . . . . . 7' Ile PAVEMENT AREA TO BE DEMOLISHED �X/ /X . . . . .. . . . t +/ FT. -2778 SQ x x x x ?z 7 -7— '>�7\ �A 0(I STI ING, X WALL T CONCIRL♦ 33 "x x TO BE DEMOLISHED Q. x t X < TO BE DEMOL18HLD X EXISTING CONCRETE PAD TO BE DEMOLISHED -MOLISH >< EXISTIING CONCRETE WALL TO, B D x X, X F ED > rXISTINGtONCRETE PAD 7' 0" 1Y 4 J A rx Ir T ✓ �FMOVF EXISTING CMU I REMOVE EXISTING CMU N,�W, HISS STL. NEW HSS STL. NEW LISS STIL. IWALL/CONC. BEAM/CONC. COL. WALL/CONC. BEAM/CONC. COL. TUBE COL. AFTER SECURELY SHORE ij BE IVL. TUBE COL. AFTER SECURELY SHORE 39 11 VXISTING STRUCTURE EXISTING STRUCTURE SAW CUT EXISTING SAW CUT EXISTING SAW CUT EXISTING 0 EXISTING WALL FOOTING/SLAB. WALL FOOTING/SLAB. WALL FOOTING/SLAB. _CD TO ACCOMMODATE N CONCRETE WALL TO TO ACCOMMODATE NEW TO ACCOMMODATE NEW PAD FOOTING (TYP.) PAD FOOTING (TYP) PAD FOOTING (TYP.) BE DEMOLISHED F 51 . .... ..... ..... ...... ..... ...... ....... ..... . ........ . . .. ... ......... . . ....... .. .... ..... . ... .. EXISTING FOOTING T"" TO REMAIN EXISTING STEEL COLUMN TO REMAIN 34' 7" .... ..... . Jx X' � 71" 5, X111 x T 1 'T _Xbw 8 i d, i...hrl � i � � � � — I�j ������� 1,��� � , �,d .... ... .. . .. 0 II C.0 NEW HSS STIL. th TUBE COL. U L —1 —1 SAW CUT EXISTING WALL FOOTING/SLAB. III I TO ACCOMMODATE NEW CIF I PAD FOOTING (TYP.) __7 it _81 V-8" SECTION OF SIDEWALK j T,x . . ...... . -IFF 91__R__ TO,BF-D,ETOLISHED TO ALLOWE NEW ADA "T x SLOPE 101STORLIFFIONT 8'- 0 T. IELD VIfPIFY) EXISTING, r, r A CONCRETE PAD OLI,SHE'D TO BE DEM QD /V X L _J EXISTING ROOF ACCESS ("r ,` ��^°° ✓i� ✓� I a I BE REMOVFD[-F.'- _0 `9 fi_� F 0 € IIIjII Lo �0 - — - — - — - — - — - - — - — - — - — - .... .. . . ... 7 J, ADJACENT TE0ANT-P1NCH-A-PENNY,,",,,," 7'-C eII . . ......... "A.Ak, ONWm KEY PLAN IF I MANAGEMP 'ARFArJ m OF WORK .... . LLN GENERAL DEMOLITION NOTES REMOVE WALL FINISHES AT INSIDE OF ALL CMU WALLS REMOVE CEILING GRID HANGERS REMOVE CEILING TILE REMOVE LIGHT FIXTURE AND CONDUITS REMOVE AC DIFFUSERS REMOVE AC RETURNS REMOVE AC DUCTS REMOVE ALL ELECTRICAL EQUIPMENT AND PANELS REMOVE ALL PLUMBING FIXTURES REMOVE ALL EXISTING APPLIANCES NOTES: 1. ALL SCOPE OF WORK AREA TO BE CLEANED AND PREPARED TO RECEIVE NEW WALL LAYOUT AND FLOOR AND CEILING FINISHES. 2. EXISTING FIRE SPRINKLERS SYSTEM TO REMAIN 3. CAP ALL PLUMBING AND WATER LINES 4. REMOVE ALL ROOF TOP A/C UNITS AND EQUIPMENT CAP ALL CURBS 5. CAP ALL CURBS TEMPORARILY 6. PROTECT ALL STRUCTURAL MEMBERS AND SYSTEMS 7. ALL WORK TO BE CONFINED IN THE INTERIOR 8. REFRIGERATION UNIT TO BE DEMOLISHED 9. ON INTERIOR CMU WALLS NO DEMOLITION TO BE PERFORMED UNTIL STRUCTURAL COLUMNS ARE LOCATED AT THE WALL OR ADDITIONAL REINFORCEMENT IS PROVIDED 10. ALL DEBRIS TO BE REMOVE FROM SITE FOLLOWING LOCAL CITY REQUIREMENTS DEMO LEGEND EXISTING DOOR TO REMAIN EXISTING WALL TO REMAIN WINDOW TO BE DEMOLISHED DOOR TO BE REMOVED WALL TO BE DEMOLISHED WINDOW TO BE DEMOLISHED CONCRETE SLAB TO BE REMOVED PAVEMENT AREA TO BE DEMOLISHED SAW CUT EXISTING WALL FOOTING/SLAB. TO ACCOMMODATE NEW PAD FOOTING (TYP.) Job. Capt. G Drawn by JT Rev'd by RB RON BARR, A.I.A. STATE OF FLORIDA AR 0416J 60 W 0 COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: CADFILE No. 0 .C: IN (D 0M (0 L 0) IN cn IN IN (0 N Q_ Co Co Lo C= 0 (D 401) 0 E 4- ,C U) E L LL. 0 < 0 (0 :3 00 C: Cf) 0 4-0 0=3 Lo :3 U) 0 W (Z) L o. -C 0 Sheet Title DEMOLITION FLOOR PLAN Scale: Date: Sheet No. 01-31-2013 Project No. D 00 12-027 Proj, Mgr. JU 4.-� ------ - oA,,,-,- - ('A R00F PEAK A1.1 SCALE: 1 /8" = 1'-0" D.1 BECO (OR APPROVED EQUAL) LADDER AND SAFETY CAGE. PAINT CAGE SAFETY YELLOW, FULL HEIGHT STEEL LADDER TO HAVE KNURLED NON -SLIP RUNGS. 3/4" PLYWOOD TO EXTEND FULL HEIGHT AT LADDER C° METAL STUD WALL c� CONSTRUCTION - SEE w PLAN & SECTIONS O A1.1 CD I I 2'-7" BOTTOM HOOP 7" 7" 3 RODE ACCESS LADDER PLAN, REQ'D BY RO` A1.1 SCALE: 1 1 /2" = 1'-0" 4 KUUI- AUUE55 LAUUEK `L(v- I IUN SCALE: 3/4" = 1'-0" ROOF PLAN NOTES 1, SEE CRITERIA SI-IEET G1.0 & G1.1 NOTES 6.4 AND 7.10 FOR SHELL INSULATION REQUIREMENTS. 2, SEE CRITERIA SHEET G1.1 NOTE 8.5 FOR RAIN WATER LEADER REQUIREMENTS. J. WALK PAD PATH TO AND AROUNDUNITS AND ACCESS DOORS REQUIRED (30" MIN. WIDTH). MATERIAL TO BE COMPATIBLE WITH ROOFING SYSTEM USED AND ADHERED TO MEMBRANE. MUST EXTEND FROM HATCH TO AND AROUND ALL HVAC UNITS AND ROOF SIGNAGE VAULTS. T,P.O OR A.P.D.M. 6 MIL, MIN. 4. CONDENSATION DRAINS TO BE PIPED ABOVE ROOF TO THE NEAREST DRAIN, BLOCKS REQUIRED 10 ADEQUATELY SUPPORT LINES AND REQUIRED MEMBRANE PAD UNDER EACH. 5. ROOF REPORT REQUIRED, SEE SHEET G1.0 NOTE 3.11, ROOF INSPECTION REPORT. 6, ROOF TOP UNIT SIZE(S) & LOCATIONS ARE SHOWN FOR CONCEPT ONLY. SEE SHEET M1 FOR ADDITIONAL INFORMATION. 7, ONLY EQUIPMENT MANUFACTURER'S CURBS ARE TO BE USED. UNIVERSAL CURBS ARE NOT PERMITTED. 8, INSULATE ALL UN -INSULATED ROOF CURBS WITH 1" INSULATION - MINIMUM. 1 ROOF CONFIGURATION, WALK PADS, SLOPES, DIVERTERS, DRAINS AND DRAIN LOCATIONS ARE SHOWN FOR CONCEPT ONLY, ACTUAL MUST BE COORDINATED IN ADVANCE WITH AND APPROVED BY THE ROSS CONSTRUCTION REPRESENTATIVE. DIRECT CONNECTION OF ROOF DRAIN LEADER TO STORM DRAIN SYSTEM AT ALL PUBLIC WALK LOCATIONS IS REQUIRED. OVER FLOW LEADER TO DAYLIGHT AT CURB OR DRIVE. DRAIN PIPES MUST NOT INTERFERE WITH INTERIOR STORE PLAN, STORE OPERATIONS, OR EXTERIOR SIGN LOCATIONS (SEE EXHIBIT J). 10. EXPOSED METAL GAS LINES ARE TO BE PAINTED WITH A RUST INHIBITING PAINT AND BE SUPPORTED PIPE SUPPORT SYSTEM. 11. PROVIDE RAILINGS AT PARAPET IF REQUIRED BY LOCAL CODE IN VICINITY OF ROOF HATCH AND ROOF TOP UNITS. IN NO CASE SHALL RAILINGS BE PLACED AT FRONI OF STORE - NO EXCEPTIONS D E( POST SID T.O. Job. Copt. 5G Drawn by JT Rev'd by RB A, A :a RON BARR, A.I.A. STATE OF FLORIDA AR 0016160 C COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: CADFILE No. MCI 96� � M a C Nu rT' N Y�� �pp:SS I Pip n a mom j2 O Iq M � � tY7 N o IN 'E L2 T- q N M N C- CU � Lo N r•- � 4- C77 cl) E O N0 L LL -F-+ 0 r O U U) N 0) CU e- O 2 Sheet Title ROOF PLAN AND DETAILS Scale: AS NOTED Dote: Sheet No. 07.12.13 Project No, 1A1 'i 12-027 WHEN PARKED IN OPEN POSITION, SEC'I10NAL DOORS MUST NOT INTERFERE WITH LIGHTING 3 A s f £ d c f REFLECTED CEILING PLAN NOTES ARCHITECTURAL REFLECTED CEILING PLAN LEGEND 1. ELECTRICAL ENGINEER MUST USE MASTER / SATELLITE WHEREVER LIGHTING IS TO BE COORDINATED WITH AND PROCURED FROM AMERICAN WHOLESALE LIGHTING (SEE SHEET AO.O FOR CONTACT INFORMATION). NO SUBSTITUTIONS ALLOWED. SEE SHEETS E1.0 & H1.0 FOR MORE INFORMATION. d POSSIBLE B 2. LIGHTING PLAN IS DIAGRAMMATIC AND ADVISORY, PLEASE REFER TO E1.0 EXTERIOR DOCK LIGHTING - 'LUMARK' WPS15-MV-PE-PC 15OW HPS LAMPS ON PHOTO CELL, SHIELDED FOR LIGHTING CIRCUIT PLAN. ACTUAL SWITCHING AND LAYOUT IS TO BE t DESIGNED IN ACCORDANCE WITH BEST ENGINEERING PRACTICE, IN EXTERIOR ROSS OPERATIONS LIGHTING - 'LUMARK' WPS15-MV-L-PE t CONFORMANCE WITH GOVERNING CODES, IN COORDINATION WITH C&C BUILDING 150W HIPS LAMPS ON PHOTO CELL, NON -SHIELDED ' AUTOMAHON (ATTENTION: MARK JOHNSON P.E. (650) 292-7455) AND REVIEWED BY BOTH ROSS CONSTRUCTION REPRESENTATIVE AND AMERICAN Q FEATURE ARCHITECTURAL LIGHTING, (OR CENTER STANDARD IF APPROVED BY ROSS t WHOLESALE LIGHTING PRIOR TO INSTALLATION. STORES). IF NOT OTHERWISE SPECIFIED, NOVA MODEL #071938-13, QUARTER SPHERE SCONCE WITH 10OW MIT LAMP AND FACTORY FINISHED SHELL TO MATCH FASCIA COLOR B (U.ON.). THIS EXAMPLE IS TO ESTABLISH INTENDED LEVEL OF QUALITY &. TYPE OF LIGHT j 10. THE ONLY EXTERIOR LIGHTS THAT ARE TO BE CIRCUITED FROM ROSS TO BE USED, CONTACT AWL FOR SITE SPECIFIC LIGHT FIXTURE. CONTRACTOR MUST ELECTRICAL PANELS ARE THE DOCK LIGHT, EXIT DOOR LIGHTS, ENTRY CANOPY SPECIFY SCONCE FINISH COLOR WHEN PLACING ORDER. NO EXCEPTION. LIGHTS, ROSS FEATURE ARCI-IITECTURAI LIGHTING, ILLUMINATED SIGN LIGHTING AND SUCH OTHER SPECIAL LIGHTING AS MAY BE SPECIFICALLY IDENTIFIED AND UNDER CANOPY DOWN LIGHTING, (OR CENTER STANDARD MAY BE UTILIZED IF APPROVED APPROVED BY ROSS ON A SITE SPECIFIC BASIS. NOT WITHSTANDING SUCH BY ROSS STORES). IF NOT OTHERWISE SPECIFIED, PORTFOLIO MODEL #M78-100-80LI, ROSS EXTERIOR LIGHTING, FULL COVERAGE PERIMETER COMMON AREA 100 WATT, MFTAI HALIDE DOWNLIGHT, DAMP LABLL FIXTURE. THIS EXAMPLE IS TO t SECURITY, SAFETY AND CIRCULATION LIGHTING IS REQUIRED AND IS TO BE ESTABLISH INTENDED LEVEL OF QUALITY & TYPE OF LIGHT TO BE USED, CONTACT AWL CIRCUITED FROM COMMON AREA PANELS. FOR SITE SPECIFIC LIGHT FIXTURE. �f SINGLE FACE EXIT SIGN, COOPER INDUSTRIES "SURE-LITES" #SFEXEMBSD, GREEN LEIITRS, PENDANT MOUNT; QUANTITY AND LOCATIONS DETERMINED BY LOCAL CODES Gi DUAL FACE EXIT SIGN, COOPER INDUSTRIES "SURE-LITES" #DFEXEMBSD, GREEN LETTERS, PENDANT MOUNT; QUANTITY AND LOCATIONS DETERMINED BY LOCAL CODES 9'-0° CEILING HEIGHT SCALE: 1 /8" = 1'-0" SEE DETAIL 1 /A3.0 SURFACE MOUNTED DOME CAMERA, BY ROSS LP ��� I I I I I I I 3 I A3.0 WORK CAVITY I -UNDER ANOPY ...m ILLUMINA ED ROSS SIGN I I 1 1 3,0 NEON NICHE I I aOVARIES 16'-11" 10 18'-8" NEON COVE I SEE DETAIL CONTINU US SOFFIT VENT 1/A3.0 I I 1 I SEE DET IL 3/A3.0 AND 1/E3.0 OR LIGHTING AL I SIGN CA ITY ABOVE 1 I IBULE RCP SEE SHEET A .2 I 1 UNDE 2 ANOPY LIGHTING IS TO BE j DESIGN_. , SELECTED, AND APPROVED ON AN I DIVIDUAL SITE BASIS (A UNIFORM 15—FOOT CANDLES WITHOUT CONTRIB JTION FROM OTHER SOURCES IS REQUIRED). ILLUMINATING BOTH THE FLIVAT13 AND SIDEWALK BELOW THE CANOPY. UNDER CANOPY LICHTINC SHOWN OR CONCEPT ONLY. _ NON IN NICHE BY GC SEE DETAIL 1/A3.0 ti SURFACE MOUNTED DOME CAMERA, BY ROSS LP 16'-11" SFF DETAIL 1 /A3.0 16'-11" SEE DETAIL 1 /A3.0 11" SEE DETAIL 1 /A3.0 EXIT LIGHT ' TO BE LOCATED AS REQUI ED BY CODE Proj. Mgr. JU Job. Capt. SG Drawn by JT Revd by RB RON BARR, A.I.A. STATE OF FLORIDA AR 0016160 JUL 17 2013 W o�- s 0 x u U p 3 W — C i Z � 0 O U U p U) Z ~ u O m F > O W O u z W 1,9m t 1 e Oc COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: CADFILE No. ITT h� III , L L o ^u 19 63 a w i2 0 ` N co M 0) 'iJ = 4-J a N c U— r- C 6N CL mLn 0) a) 4 © E 'C ca E L oc Cu 0 L 00 C I ter- O V 0 Lh T v, a) Q U Sheet Title REFLECTED CEILING PLAN Sale: AS NOTED Date: Sheet No. 07.12.13 Project No. A2.0 12-027 1/2" of PRIMARY FEATURE EIFS __ 777 _ 1 EIFS/STUCCO i ' ,✓ fi'' c I �, rr ',✓,� 'I X. r ✓ I I 1-1 /4" - I---------------------L --- /,/ 6" 12" EIFS/S IlJCCO L -0 '\V'� PAINT TOP AND SIDE OF COVE SHERWIN WILLIAMS Q J 7005 "PURE WHITE". I� DUAL TUBE 15-MM 3500K NEON (WHITE) BY CC TERMINATE 1/2" FROM WALL @ END CONDITIONS 4 SCORED TEXTURED EIFS 1 A3.0 ..... ...� .`� TYP. = I I / _ HALF -ROUND NOSING i ---------- /�1 '�`-F(-,TIn l AT NMNI NII(;HF SCALE: 3" = 1'-0" ARCHITECTURAL SPLIT FACE CMU NOTE; FRONT COLUMN FACE SHOWN. FOR SIDE COLUMN FACE(S), SEE SOUTH ELEVATION (DETAIL 114) I WIDEN I-ITY PAND DETAIL SCALE: 1/2" = 1'-0" 3-FLUORESCENT 4'-O" LONG FIXTURES IIVENLY SPACED WITHIN CAVITY WI FI SWITCH ADJACENT TO WORK CAVITY ACCESS DOR, SEE E3.0 -- LIGHT SWITCH, SEE DETAIN 1/E3.0 FOR WORK CAVITY POWER AND LIGHTING DIAGRAM - GUTTER & LEADER TO SP SH PAN i I a EUEQU11RE�ME 0 FOR SECONDARY SIGN LOCATION TS. I CANOPY ACCESS - SIGN WORK CAVITY VIA ROOF H.M. FLUSH DOOR W/ BEST DEAD BOIT LOCKSFT, WORK SPACE, DUPLEX RECEPIACLE, UIILITY LIGHTS SWITCHED FROM NEAR DOOR AND SPACE FOR SIGN INSTALLATION & SERVICE. SEE 1/E3.0 FOR WORK CAVITY POWER AND LIGHTINC IAYOUI. �l% 13'-6„ i EIFS CORNICE, TYPICAL I EIFS PRIMARY FEATURE s'-Q" 42 -0" 0 1 RETURN REQUIRED 37'-0" RETURN REQUIRED o -', I ADJACENT CONSTRUCTON - 2 - EIFS SECONDARY FEATURE MAY NOT BE HIGHER TIIAN THE PARAPET OF THE ROSS �1 1 _ BASF BUILDING OR EXTEND OVER THE ROSS 28 0 LEASE LINE ', / ,r, •,"'"' ,'",,,'" J�'','' '�i 'W' ✓ •' /;"�''I' � p�mrrernwtr¢ria�err��rt'as:tuuzm.�za ;;.i /'ROSS BASE BUII DINV r , ;/,/}•/,! / / rl r/!f�. 23" SPLIT FACE CMU i I ✓' /�' / ji/!',i�' f / !/ /i//,;�K / �u �I �' R3 HIGH WALL, TYPICAL I a" /� rr /° � r . ✓ ./ r' r .,..:.�:... _ ,..�! r ..,�..c.. ICI i q ✓!r',/i/�;/ / ;/>s'J�/✓1�,�',, �„e,��a�i :� � � off` { t i�/''i� ,�' ;!'!✓' "%%%ice; ;�';, I .,, I , " i � I�I��' � �k� �� 1`� i A CLR TYP CLR. TYP CLR TYF r r THESE COLUMNS ARE SHOWN FOR CONCEPT ONLY. IF COLUMNS ARE REQUIRED TO SUPPORT THE STOREFRONT OPENING, THEN THE ARCHITECT OF RECORD MUST COORDINATE LOCATIONS WITH ROSS STORE DESIGN REPRESENTATIVE OTHERWISE STOREFRONTS TO BE -KNOX BOX (IF REQUIRED BY FIRE MARSHALL) PRESENTED WITHOUT- INTERVENING COLUMNS. MOUNTED FRONT (AND/OR REAR). LANDLORD'S CLEAR ANNODIZED ALUMINUM BREAKMETAL ARCHITECT TO COORDINATE ACTUAL LOCATION COLUMN COVER TO MATCH STOREFRONT WITH LOCAL FIRE MARSHALL. STEM CAL STOREFRONT COLUMNS. DOOR BFI.OW r,r' l R lY! R:lYP. CL 'CL rr ,, ✓ ,r r � r i ; qq E 6„ EIFS UPPER PILASTER 1 .aT�j4N1,� _ j F I` aJx I.J py pq y (( g4 5 4 { spry t7 _ l ? S 'x�"'yA d�.r3:N+11 b�''C: tlX�:d'�Vn �t.'ai L�ZxiX'IYvro O )" ,,', F , r •fik I ,«v, 1 EIFS HIGH WAIL 1• � � x q a x. x , 11 31E t , n I Ju ".:... 11,111:..1T x x S �� ,��.,,,.� LO, ER WALL &BASE, ��, ._.. � : � ,. �• ,w[� it I I , a : TYPICAL F77, k, .. k a,. . , I ...�: >n:,. k ,,, E 5" 1:';, ,:; I�., � �tl „k:;a:: _ 3 3M #324 "FROSTED WHITE (ENTRY) �J (EXIT) Q CRYSTAL" AT INSIDE FACE OF ALL WINDOW GLAZING BELOW +24" BEKAERT, 7 MIL GRAFFITI GUARD -PUSH--BUTTON +54" A.F.F., USE -STANLEY DURA-GLIDE 3000 KAWNEER 451 T SERIES CLEAR CLEAR IILM ON EXTERIOR FACE OF WEATHER -TIGHT STAINLESS SIEFL SLIDING DOOR PACKAGE IN ANODIZED ALUMINUM STOREFRONT WINDOW FILM LEGEND: ALL DOOR GLAZING AND STOREFRONT PUSH-BUTTON AND STAINLESS STEEL CLEAR ANODIZED ALUMINUM SYSTEM WITH DOUBLE PANE INSULATED WINDOW GI AZING BELOW +8'-4" I ASTENERS, EDWARDS #852, CONNECT WITH INSULATED GLASS GLAZING_ GLAZING TO BE "ULTRA CLEAR _ BLKAENT, 7 MIL GRAFFITI GUARD CLEAR FILM ON HORIZONTAL MUI LION. TO MATCHING BUZZER NUMBER. WITH 1110HEST TRANSPARENCY". EXTERIOR FACE OF ALL DOOR GLAZING AND STOREFRONT STANLEY DURA-GI ICJL 3000 WINDOW CLA7ING BELOW +8'-4" HOR170NIAL MULLION. SLIDING DOOR PACKAGE IN CLEAR ANODIZED ALUMINUM ' 3M #324 "FROSTED WHITE CRYSTAL" AT INSIDE FACE OF WITH INSULATED GLASS- '." , ✓ is AI I WINDOW GLAZING BELOW +24" WITH BEKAFRT, 7 MIL GRAFFITI GUARD CLEAR FILM ON EXTERIOR FACE WET STOREFRONT ELEVATION SIGN FASCIA IS T0: H N P RI UBS1R E FOR SI N INSTA LATION SCALE: 1 /8" = 1'-0" 1) AVE A AP ROP ATE S AT . G L . 2) BE CLEAR OF JOINTS AND REVEALS BEHIND SIGN, 3) HAVE AN ENCLOSED, REAR ACCESS. INSTAI...LATION WORK ARLA BEHIND SIGN (SEE DETAIL 3/A3.0 FOR PRIMARY FEATURE), ARCHITECT OF RECORD MUST OBTAIN ACCEPTANCE 72" ROSS 39" DRESS FOR LESS OF PROPOSED CONI IGURATION FROM ROSS SIGN CONSULTANT. INTERNALLY ILLUMINATED MAIN ELEVATION LOGO 51GNAGE. ENTRY FEATURE REQUIRES 5/8" EXTERIOR TYPE 3NIl 3SV31 01 3NI'I 3SV31 „0-,0b1 D PLYWOOD SUBSTRAIL.- D'1 E 15'-4" 1 65'-0" MIN. I 15'-4" TO BE EQUAL OR GREATER THAN OTHER TENANTS IN CENTER RETURN REQUIRED FLUSH J-BOX AT REAR OF PARAPET WITH CONDUIT AND PULL STRING TO 68' 6" 71-s ( ACCESSIBLE LOCATION AT INTERIOR OF STORE FOR ROSS L.P. BRACKET - �- - ---- - - - -- }- - MOUNTED CAMERA, BOTH SIDES OF CANOPY AT FRONT. CONFIRM LOCATION CFNTERLINFI OF CANOPY I WITH ROSS CONSTRUCTION REPRESENTATIVE PRIOR TO INSTALLATION. RETURN REQUIRED I EIFS CORNICE, TYPI L 3 1 EIFS PRIMARY FEATURE AND SIGNAC'E. f , � 1FEATURE I I 0 IU EEN1RY REQUIRES EIFS SECONDARY FEARETURN REQUIRED 5 8" E TE TOR TYPE """¢I)� PLYWOOD .'UBSTRATL. L RETURN REQUIRED FS CORNICE, TYPICAL EIFS HIGH WALL < 1 6'- 6" t f 1 EQUAL EQUAL 1 6" T V I 1 ! �,•,,}`��17"L"„'"...k rl „GkA .�5e'a` rlr, EIFS UPPER PILASTER � RETURN REQUIRED ADJACENT CONSTRUCTION MAY NOT BE HIGHER }' "_ 1 ' "IyrJ61ky.1" THAN THE PARAPET OF THE ROSS BASE BUILDING - 11 ,II EIFS HIGH WALL ,'I, 8" OR EXTEND OVER THE ROSS LEAST LINE 'p 'tl' a k'd3z ?�Iy ,�.;' �R19g31,, 1' ir1 IM!,P"�ypT "iglLA,U"§P°rI y�Si�gJvfll9 AI Wr iYt• € - .:- - _. .._.. 1�Im. S'S�1.b.,w. 2" 11 d n� I - 7'- 10" CLR. SPLIT FACE CMU jrj�` /�%✓ f,�f% i, j R3 LOW WALL, TYPICAL I � FEATURE ARCHITECTURAL LIGHTING, NOVA MODEL DOUBLE-FACED ILLUMINATED UNDE R1 BLUE IDENTITY BANDS #071938-B, QUARTER SPHERE SCONCE WITH CANOPY LOGO SIGN. G.C. TO 16'-8" MIN. TO PIL S 100-WATT MH LAMP, FACTORY FINISHED SHELL LEASE LINE PROVIDE 120V PRIMARY ELECTRICALI GREATER WHERE POSSI LE COLOR TO MATCH ADJACENI SURFACE. SERVICE AND J-BOX ABOVE CEILING DOOR AND ASSOCIATED AND WITHIN 5'-0" OF SIGN; FRAME TO BE PAINTED TO COORDINATL STRUCTURAL SUPPORT MATCH ADJACENT SURFACE WITH ROSS SIGN CONSULTANT (BMA) -� ILLUMINATED (NEON) NICHE. 4�NORTH ELEVATION WET ELEVATION A3.0 SCALE: 1 /8" = 1'-0" A3 0 SCALE: 1 /8" = 1'-0" SIGN WORK CAVITY 118 FASCIA FRAMING WITH PLYWOOD SUBSTRATE "ROSS" BOTTOM FEEDS TO REMOTE TRANSFORMER (BY ROSS) -'J-BOX(ES), +15" ABOVE TOP OF 'DRESS FOR LESS" SIGN, MINIMUM OF 3-20A, 120V. LOCATIONS MUST BE DRY. CONSULT WITH ROSS SIGN CONSULTANTS. (SEE SHEET AO.0) FINAL ELECTRICAL CONNECTION TO BE MADE BY G.C./ELECT'L SUBCONTRACTOR, COORDINATE WITH ROSS SIGN CONSULTANT 0900 (SEE SHEET„ AO 0) -........-, 37 -0- -"DRESS FOR LESS" TOP FEEDS TO REMOTE XFR (BY ROSS) TYP. SHEATHING NOTE 5/8" GP DENSGLASS GOLD GYPSUM SHEATHING OR EQUAL ,t. ----------- _ --- TO 16 GA 16" O/C WALL STUDS WITH #10x1 1/4" TYPE(S) S-12 COATED BUGLE HEAD SCREWS 3/8" FROM CIA ENDS AND EDGES AND AT 4" O/C. J +15" ABOVF TOP OF WORK PLATFORM 120V 20A DUPLEX UTILITY OUTLET. ---FASCIA SEE 7/A3.0 FOR FINISH PROVIDE ACCESS & WORK PLATFORM WITH LADDER AS -REQUIRED FOR SIGN INSTALLATION. NO STRUCTURE TO I INTERFERE WITH SIGN PLACEMENT, COORDINATE WITH ROSS SIGN CONSULTANT (SEE SHEET AO.0) -" --- -_� ,r-e•r:asreeMM (LEVEL ) AIM 1 SIGN FEATURE FIFS (TYP) RETURN REQUIRED �II�01�\�II�I��I�III�I�II� DOUBLL-FACED ILLUMINAILD UNDER SPLIT FACE CMU LOW WALL CANOPY LOGO SIGN. G.C. TO 4�R3& BASES, TYPICAL PROVIDE 120V PRIMARY ELECTRICAL SERVICE AND J--BOX ABOVE CEILING -ROSS LOGO PLAQUE TYPICAL_ AND WITHIN 5'-0" OF SIGN; OF 2 COORDINATE STRUCTURAL SUPPORT WITH ROSS SIGN CONSULTANT (BMA) ROSS L.P. SURFACE MOUNTED DOME CAMERA (TYP. 01 2 AT FRONT) VARIES ACCORDING TO SIGN SIZE AND CONFIGURATION �T 111a1d11r.�`�S� r ,z€. • '�: I, 1'�Wtt�e 3,,'� �a k mw'�w' c ,: ,auw'r� .wawccwu wywa SECONDARY SIGN WORK CAVITY BEHIND ARCHITECTURAL LIGHTING FACTORY FINISH TO MATCH ADJACENT SURFACE ! ' - / � t 1 rn 2„ INTERNALLY ILLUMINATED SECONDARY 11 A3.0 ELEVATION LOGO SIGNAGE. - SIGN FASCIA IS TO EQ. EQ. 1) HAVE AN APPROPRIATE SUBSTRATE FOR SIGN INSTALLATION (IFFRAMED, THEN A 5/8" EXTERIOR TYPE PLYWOOD REQ'D. AS SUBSTRAI E). 2) BE CLEAR OF JOINTS AND REVEALS BEHIND SIGN. 3) HAVE AN ENCLOSED, REAR ACCESS. INSTALLATION WORK AREA BEHIND SIGN. ARCHITECT OF RECORD MUST OBTAIN ACCEPTANCE OF PROPOSED CONFIGURATION FROM ROSS SIGN CONSULTANT, TYP. REAR AND SECONDARY S DE SIGN ELEVATION 34'-0"MIN. CD ' T.O. PARAPET _T RETURN REQUIRED 28' 0" x C.O. PARAPET N EIFS 3" RADIUS HALF - ROUND NOSING. ---0 EIFS RECESSED BAND THREADED EYE -BOLT TOTAL OF 5 REQUIRED AS SHOWN, 2 SETS PER ELEV. MIN. 9'-0� 9'-(i,: I -- - - - - - - - - k�: w "g• 1 r�. CONCRETE BASE SPLIT FACE CMU LOW WALL & BASES, TYPICAL R3 R1 BLUE IDENTITY BANDS. DASHED LINE INDICATES CONCEALED NEON TUBES TO 1/2" FROM WALL @ FND CONDITION, INSTALLATION TO MEET UL STANDARDS I OR NEON TUBING 4O ILLUMINATED (NEON) NICHE. LEASE I.INE-' ROSS LOGO PLAQUE TYPICAL OF 2, SEE DETAIL 6/AE1 28'-0 MI E. , I �I _11 _ 81 CAP `-THREADED EYE -BOLT TOTAL OF 5 REQUIRED AS SHOWN, 2 SETS PER ELEV. MIN. (E) SIDEWALK GRADING TO BE MODIFIED BY LANDLORD TO FACILITATE THIS ROSS PROTOTYPE FLOOR PLAN AND ELEVATION. 3-FLUORESCENT 4'-0" LONG FIXTURES _ 34'-0" MIN. EVENLY SPACED WITHIN CAVITY WITH - -- T.O. PARAPET SWITCH ADJACENT TO WORK CAVITY ACCESS DOOR, SEE E3.0 GALV. METAL COMPRESSION SLEEVE SAME AS DOOR 19 i -"ROSS"/"DRESS FOR LESS" BOTTOM - SEE DOOR SCHEDULE % FEEDS 10 REMOTE TRANSFORMER CONTINUOUS SEALANT -COLOR TO MATCH EIFS A6.0 & 3/A3,0--------- (BY ROSS) l GALVAN17ED METAL_, STANDARD 10, 2' LIGHT SWITCH, SEE --_ # _ -J-BOX, +15" BELOW SIGN, MINIMUM OF DRESS SURFACE 2 BEYOND AND BEHIND ;'2„ ---� ` THREADED EYE BOLT (PRIME AND PAINT TO DETAIL 1/E3.OFFOR 2-20A, 120V. LOCATIONS MUST BE DRY. ROSS OVAL WALL PLAQUE SO THAT WALL MATCH EIFS BEHIND) W CAVITY POWER CONSULT WITH ROSS SIGN CONSULTANTS, PLAQUE SITS FLUSH AGAINST WALL_. AND LIGHTING DIAGRAM (SEE SHEET AO.0) CONTRACTOR TO OBTAIN FULL SIZE BMA 1 \ OVAL TEMPLATE FROM ROSS CONSTRUCTION - REPRESENTATIVE OR AS INSTRUCTED. I Vr�_ GALVANIZED METAL WASHERS (PRIME AND J4'-0" --120V 20A DUPLEX UTILITY OUTLET. PAINT SURFACE WASHER TO MATCH EIFS MIN. 5 EYE -BOLTS FOR TEMPORARY BEHIND) BANNERS, SFE DETAIL 10/A3.0 ---PLYWOOD SUBSTRATE (TYP) _ FOR CONSTRUCTION AND AE1 SPECN�GPOCATI�NS.SHOWN rio EYE BOLT DETAIL 11 SECONDARY S GN WORK CAM TYrl�LOGO PLAQUE DETAIL IIFRE FOR CONCEPT. s- A3.0 SCALE: N.T.S. A.5.0 SCALE: 1 /8" = 1'-0" A3.0 SCALE: 1" = 1'-0" SIGN ACCESS DOOR 19, SEE DOOR SCHEDULE A6.0 - �� �'� SCALE: 1/8" = 1'-0" (LOCATION TO BE DETERMINED BY SITE -SPECIFIC SILL @ l'-G" MIN. ABOVE FINISH ROOF _ CONDITIONS, MAY BE SIDE AND/OR REAR OF BUILDING) SPLIT FACE CMU LOW WALL, TYPICAL GENERAL ELEVATION NOTES -DOUBLE-FACED INTERNALLY ILLUMINATED 1. FINAL COLORS AND MATERIALS ARE SUBJECT TO ROSS DESIGN REVIEW AND APPROVAL. SUBMII 8. EACH MAIN AND SECONDARY BUII DING SIGN MUST BE VISIBLE FROM THE CENTER PERIMETER 14, THE ROSS SIGN CONSULTANT, BMA, WILL REVIEW COMPLETED DRAWINGS FOR SUITABILITY OF UNDER CANOPY LOGO SIGN. G.C. TO SAMPLES AND COLORED ELEVATIONS TO ROSS STORE DESIGN REPRESENTATIVE SIMULTANEOUSI Y THROUGH Al LEAST A 90-DEGREL CONE. VISIBILITY MAY BE PARTIALLY AND INTERMITTENTLY REQUIRED SIGN PREPARATIONS. THE ARCHITECT OF RECORD IS TO SUBMIT TO BMA ONE SET OF PROVIDE 120V PRIMARY ELECTRICAL WITH SUBMITTAL OF COMPLETED CONSTRUCTION DOCUMENTS FOR ROSS REVIEW AND APPROVAL. INTERRUPTED BUT THE TOTAL SCREENING MAY NOT EXCEED 33% OF THE CONE. LANDSCAPING EXIERIOR ELEVATIONS TOGETHER WITH BUILDING SECTIONS TAKEN AT BUILDING SIGN LOCATIONS SERVICE AND J-BOX ABOVE CEILING AND IS TO BE PRUNED AND MAINTAINED IN AN OPEN FORM FOR MAXIMUM VISIBILITY, THAT IDENTIFY SUBSTRATES, ACCESS, POWER, CAT WALKS, ETC, FOR BMA REVIEW AND WITHIN 5'-0" OF SIGN; COORDINATE 2. CHANGES N DIMENSIONS,CONFIGURATION, C R ATERIA S ARE PROPOSED (,AGES IF ANY I IMENS COLORS, AND MATERIALS ( ) COMMENT. STRUCTURAL SUPPORT WITH ROSS SIGN TO BE MADE IN CONSULTATION WITH ROSS STORE DESIGN REPRESENTATIVE. NO EXCEPTIONS. 9. UNLESS SPECIFICALLY APPROVED OTHERWISE IN WRITING THE ROSS ENTRY ELEVATION IS NOT CONSULTANT TO BE IN AN INFERIOR POSITION RELATIVE TO THE MASS, HEIGHT AND PROJECTION OF 15. AN ACCURATE AND FAITHFUL COLORED ELEVATION OF THE JOINTLY APPROVED AND PERMITTED SIGN WORK CAVITY SECTION A3.0 SCALE: 1 /8" = 1'-0" 3. THE SIGNING SHOWN HERE IS PROTOTYPICAL. THE APPROVED SIGNING CONFIGURATION FOR THE DJACENT AND OTHER CENTER CONSTRUCTION. FINAL_ ELEVATION MUST BE SUBMITTED BY THE ARCHITECT OF RECORD IN A HARD PRINTED STORE WILL BE AS SHOWN IN EXHIBIT "J" OF THE SIGNED LEASE. FORMAT TO THE ASSICNED ROSS CONSTRUCTION REPRESENTATIVE FOR REFERENCE NOT LESS 10. ROSS PROPOSES LIGHT REFLECTIVE VALUES FOR FINISHES ON THE ELEVATION. THE ARCHITECT THAN 30 DAYS AFTER THE START OF CONSTRUCTION. 4, THE ROSS STORE ELEVATION AND THE LOGO SIGNING MUST WORK TOGETHER TO CREATE OF RECORD MUST SELECT AND SUBMIT PROPOSED MATERIAL SAMPLES AND COLOR FINISHES IDENTITY AND PRESENCE FOR THE STORE. THE PROTOTYPICAL ROSS LOGO SIGN IS A BLUE THAT COMPLY WITH PROPOSED LRV REQUIREMENTS FOR ROSS REVIEW AND APPROVAL. 16. REFERENCE ELEVATIONS OF THE PERMITTED ELEVATION WITH MANUFACTURER'S LABELLED INTERNALLY ILLUMINATED 72" ROSS ABOVE A 42" DRESS FOR LESS POSITIONED ON A 42' HIGH INCLUDE RENDERED COLOR ELEVATIONS OF ADJACENT TENANTS AND CENTER ELEVATIONS. SAMPLES OF APPROVED EXTERIOR COLORS AND MATERIALS TOGETHER WITH AN ACCURATE AND ENTRY FEATURE WITH A WHITE BACKGROUND (FOR MAXIMUM CONTRAST AND SIGN LEGIBILITY). FAITHFUL COLOR RENDERING OF THE APPROVED AND PFRMITTED ELEVATION ARE TO BE IN THE FEW CASES WHERE THE LOCAL JURISDICTION WILL NOT ALLOW SIGNING OF A THE VICINITY OF E STORE IS TO E WELL AND 11. COMMON AREA LANDSCAPING IN ICINI THE B N CONTINUOUSLY MAINTAINED 0 THE CONSTRUCTION E BYTE G.C. FOR THE USE OF THE U TAI N51T H PROTOTYPICAL SIZE THE BUILDING ARCHITECTURE MUST BE ENHANCED TO MAKE UP FOR THE CONTINUOUSLY MAINTAINED AND WATERED BY AN AUTOMATIC IRRIGATION SYSTEM. SUCH ROSS CONSTRUCTION REPRESENTATIVE THROUGHOUT THE PROJECT, THESE REFERENCE LOST IDENTITY AND PRFSENCE OF THE SMALL SIGN. PLANTING MUST NOT OBSTRUCT ACCESS OR CIRCULATION AND MUST NOT OBSTRUCT VISIBILITY MATERIALS ARE TO BE ON SITE WITHIN THIRTY (30) BUSINESS DAYS AFTER THE START OF OF THE STOREFRONT OR SIGNING. PLANTINGS RELATED TO TENANT SPACES ARE TO BE CONSTRUCTION. 5. THIS ELEVATION IS SUBMITTED AS A GUIDE TO THE PREPARATION OF A PROTOTYPICAL ROSS TREATED UNIFORMLY THROUGHOUT THE CENTER IN BOTH TYPES AND QUANTITIES. STORE ELEVATION. THE ROSS AE1 (TENANT'S PLAN) WILL PROVIDE THE ROSS PROPOSAL FOR 17. NOTWITHSTANDING THE ROSS EXTERIOR IDENTIFIED HERE, FULL COVERAGE COMMON AREA SITE THE SITE SPECIFIC ELEVATION; IT WILL GOVERN. 12. SEE SHEET A1.2 FOR VESTIBULE REQUIREMENTS AND A PROTOTYPICAL 'VESTIBULE' STOREFRONT (CIRCULATION, PARKING, SAFETY AND SECURITY) LIGHTING IS REQUIRED AND IS 10 BE ELEVATION DESIGN. CIRCUITED AND CONTROLLED FROM COMMON AREA PANELS. WITHIN EACH CATEGORY THE 6. UNDER CANOPY LIGHTING IS REQUIRED. LIGHTING IS TO BE DESIGNED, SELECTED AND LIGHTING IS TO BE UNIFORM THROUGHOUT THE SHOPPING CENTER IN LEVEL AND TYPE. IN NO APPROVED ON AN INDIVIDUAL SITE BASIS (A UNIFORM 15 FOOT-CANDLES WITI-IOUT 13, SIGN BACKGROUND IS TO BE A MINIMUM 83% LRV FOR ALL ELEVATIONS UNLESS OTHERWISE CASE SHALL THE SIDEWALK, CIRCULATION AND PARKING LIGHTING IN THE VICINITY OF THE ROSS CONTRIBUTIONS FROM OTHER LIGHT SOURCES IS REQUIRED). APPROVED BY ROSS. CONTRAST IS ESSENTIAL FOR SIGN VISIBILITY AND LEGIBILTIY. STORE BE LESS THAN THAT IN THE VICINITY OF ANY OTHER TENANT, 7. NO OBJECT CREATING AN OBSTRUCTION TO CIRCULATION OR TO VISIBILITY IS TO BE PLACED IN FRONT OF THE ROSS ELEVA11ON WITHOUT THE SPECIFIC WRITTEN APPROVAL OF ROSS FOR EACH OBSTRUCTION. COLOR & MATERIAL LEGEND BY LRV % I. LRV % - LIGHT REFLECTIVE VALUE 2. CAUTION: IF COLORS ARE IDENTIFIED HERE, THEY ARE FOR COLOR MATCHING ONLY. THE ACTUAL COATING OR FINISH SYSTEM USED ON THE EXTERIOR OF THE ROSS STORE MUST BE IN AN EXTERIOR FORMULATION SUITABLE FOR EXPOSURE TO INTENSE SUNLIGHT (UV) AND WEATHER. 3. THESE COLORS ARE BASED ON THE SHERWIN-WILLIAMS INTERIOR COLOR DECK, THEY REPRESENT TONE AND VALUE BY LRV % ONLY ACTUAL LRV IS AFFFCIED BY THE SURFACE APPLICATION AND TEXTURE. HEAVY TEXTURE SURFACES MUST BE LIGHTENED TO GIVE EQUIVALENT LRV LEVELS. COLORS: NO. COLOR NAME SW NUMBER STRIP LRV % 1 O DOVER WHITE SW 6385 C 83% 2 OKEY SM TOPAZ W 7 5 611 1 7 2% 3 3 O TANBARK SW 6061 9 16% 4 O BAGEL (SCORED, EIFS W/ 1423 SW 6114 17 50% STOLIT R3,0 TEXTURE O BLUE IDENTITY BANDS: TK PRODUCTS "TK 6010-10" COLOR PMS 300 "ROSS BLUE" MATTE a. FINISH LATEX PAINT OVER SMOOTH SURFACE EIFS SUBSTRATE TO PROVIDE A SMOOTH AND UNIFORM APPEARANCE ; PROVIDF CONTROL JOINT AT TOP AND BOTTOM OF BAND. CONTROL JOINT WID1H Y". SOURCE:TK PRODUCTS; ATTENTION: MIKE BOULKA; PHONE: 1-800-441-2129; EMAIL: MBOULKAC7TKPRODUCTS.COM R3 LOWER WALL & BASE ARCHITECTURAL SPLIT FACE CMU ANGELUS BLOCK COMPANY COLOR: OAK; INTEGRAL COLOR (SIMILAR TO SW 1090 CRAFT BROWN, 23% LRV) R4 CAST STONE CAP SHADED AREA IS HURRICANE SUSCEPTIBLE AREA PER ASCE 7-98 (SEE 8.2 / G1.1 FOR REQUIREMENTS IN THESE AREAS). DOOR #3 REQUIRES INSIDE/OUTSIDE KEY CONTROL IN THESE AREAS. OUTSIDE KFY CONTROL FOR SHUTTER IN FRONT OF DOOR #1 (DOOR #1A IN VESTIBULE CONDITIONS) REQUIRED IN THESE AREAS. SEE SHEET A1.2 FOR VESTIBULE PLAN AND DETAILS. Proj. Mgr. JU Job. Capt. SG Drawn by JT RON BARR, A.I.A. Rev'd by STATE OF FLORIDA RB AR 0016160 1� moo= So m = oc O o Z O d' U O Vi F z w F 0 u0 h Z z z o W O O� W Z Z O v D z m i H O m U o F W 0 z z o Z W Z a O U Z z rn °n0�g�Zo d S a Z W O Uj s W x Z 2 W W O Z O 2 W ~' I- 0 a}0 O U F-- O U Cd F- O O z V a O O O W SD :3 o o p o p 0 W cFi ae a 0 Z - U= - 00 = tZp U 2 W Z 0 DO- r- v�i o M o 0 w w O z zd coJ i r �t 0 � z? a O COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: CADFILE No H 0 � 0 M 0 , <C L 11111 r MIMI I IL nC�>h p'��3 6 rI1 V1 1 \•j �° ' MCI N mil O N N C'7 Q0 � t CO m - 2 0 N al O N 4,J ILL r U N ca (U CL M Lb CD N � a7 00 N � L. O � M� U W � (n cur o d. N _ 0CD N a U L Sheet Title EXTERIOR ELEVATION Scale; AS NOTED Date: Sheet No. 01-31-2013 Project No. A3.0 12-027 STOP FL CHUT MIN. INTERIOF FROMMELT RAINGUARD RG-3000 WATER DIVERSION HEADER SEAL -- FROMMELT TP-903 DOCK SEAL, C--PAD STYI.E, WITH BLACK SUF)ERFLEX HC/AP FABRIC, AND ROSS LOCO DOCK SIGN, FROM ARBON EQUIP., NO SUBSTITUTION. SEE AO.O FOR CONTACT NFORMAIION SECTIONAL DOOR, SEE DOOR SCHEDULE A6.0 FROMMELT CODE U4 COMBINED BOTTOM PAD AND BUMPER MINIMUM 4" DOCK OFFSET @ RECESSED OR DECLINED DOCK APPROACH - VARIES TO BE PARALLEL 10 TRUCK, MORE IF APPROPRIATE FOR SITE CONDITIONS. TRUCK DOCK MUST BE DESIGNED FOR SITE SPECIFIC CONDITION 0 4" MIN. OFFSET " (VARIES) TRENCI DRAIN Wf111 SUMP PUMP SECT ON AT DOCK DOOR SCALE: 1 /4" = 1'-0" \ICI E\/A_[I(' fNI AT nnCK IR SCALE: 1 /4" = 1'-0" SEC - ON Q) CHUTE SCALE: 1 /4" = 1 `-0" DOCK DETAIL SCALE: N.T.S. _ ._.... MINIMUM 5 MANEUVERING SPACG,_RFQU�RED �. �.• �� � ( S YARD, BIN i �I 1 W RIBBED METAL CANOPY ABOVE @ + 02" a- C A.F.F., FACTORY FINISHED TO MATCH ADJ, 26 vi WALL SURFACE IC - - SUMP PUMP CONTROL BOX w SIGN (INCLUDED WITH WITH OUTSIDE ALARMS AND LOCKING BY G.C. WEATHERPROOF COVER i 4'-0" ANOPY i iAINGUARD RG-3000 RSION HEADER SEAL )OOR 5 A4.1 a 6" DIA. PIPE BOLLARD (TYP ) a OFFSET CONCRETE 4" a8" CMU BOTTOM PAD AND BUMPER DOCK RAMP TO BE DESIGNED BY AR TFOR 1:26 MAXIMUM TRAILER BED SATO PREVENT CONTACT AND IMPACT BUILDING AND TRAILER, EXISTING DOCK RAMPS MUST BE CHECKED FOR SUFFICIENT DOCK OFFSET AT THE SITE AND MODIFIED WHERE APPROPRIATE WEATHER TIGHT 0 WALL ;OMPACTOR WITH TU TE COMPLETE ASSEMBLY E COMPACTOR PAD, MINIMUM 3000 PSI, STEEL REINFORCED - ---- --- 1:26 MAXIMUM TRAILER BED SLOPE DOCK RAMP TO BE DFSIGNED BY ARCIITECT FOR 1:26 MAXIMUM TRAILER BED SLOPE AND TO PREVENT CONTACT AND IMPACT DAMAGE TO BUILDING I AND TRAILER. EXISTING DOCK RAMPS MUST BE CIJECKFD FOR SUFFICIENT DOCK OFFSET AT THE SITE AND MODIFIED WHERE APPROPRIATE. 1 A4.1 OPP. I I 4" DOCK OFFSET IJ 0 d- SLOPE OF DOCK MUST BE COORDINATED W11H DOCK EQUIPMENT RAMP SLOPE TO DRAIN LANDLORD IS TO PROVIDE A DEDICATED AREA FOR ONE TENANT 8-YARD RECYCLE BIN WITH AN ASSOCIATED 50'-0" TRUCK ACCESS/ MANEUVERING SPACE ADJACENT AND CONVENIENT TO THE ROSS PROCESSING ROOM MAN DOOR FOR ROSS SOLE USE. LANDLORD IS RESPONSIBLE FOR ANY SCREENING OR ENCLOSURE REQUIRED BY LOCAL AUTHORITY. SURFACE MAY BE CONCRETE OR ASPHALT, LOCATION MUST BE PROTECTED BY TRAFFIC BOLLARDS CODE COMPLIANT DOCK & COMPACTOR ANGLE GALVANIZED STEEL MAY BE MODIFIED TO AVOID GUARDRAIL OBSTRUCTIONS, SEE AFT PLAN DOCK RAMP TO BE DESIGNED BY ARCHITECT FOR 1:26 MAXIMUM TRAILER BED SLOPE AND LANDLORD IS TO CONFIRM THAT BOTH DOCK TO PREVENT CONTACT AND IMPACT DAMAGE TO SITE ACCESS AND CIRCULATION ARE SUITABLE BUILDING AND TRAILER. EXISTING DOCK RAMPS FOR USE BY A 65 FOOT SEMI -TRACTOR MUST BE CHECKED FOR SUFFICIENT DOCK TRAIIFR TRUCK AND TO MAKE SUCH OFESFT AT THE SITE AND MODIFIED WHERE MODIFICATIONS AS MAY BE NECESSARY TO APPROPRIATE. MAKE IT SO YX CONCRETE TO BE DOMED FOR PROPER WATER RIJN OFF CO STEEL PIPE FILLED W CONC. & EMBEDDED IN C BASE PAINT: OSHA YELL( BITUMINOUS JOINT AROUNI TOP OF SLAB OR ASPHAL CONCRETE BASE PER MFG RECOMMENDATIO 12" 16 �1211�,- 12 ROOF HATCH, LADDER & SAFETY POLE, SEE DETAIL 4/A1.1. MUST BE LOCATED IN ELECTRICAL ROOM, ARCHITECT OF RECORD MUST MODIFY STRUCTURE TO ACCOMMODATE IF REQUIRED ANCHORED BOLLARDS REQUIRED Al RISER & UTILITY POINT OF ENTRY c� J J C �L_I FDC 0 FIRE RISER & UTILITY AREA ALLOWANCE a J 9 w = nzr� -= w Z U cn N 6" DIA. PIPE BOLLARD (IYP) TYP. BOLLARD DETAIL (TRAGIC SCALE. 1 /2" = 1'-0" 1 A4.1 PROCESSING ROOM 102 TRENCH DRAIN WITH AUTOMATIC SUMP PUMP. ENGINEER TO SIZE SUMP PUMP FOR 20 YEAR RAIN -FALL FROMMEL- CODE U4 COMBINED 10" BOTTOM PAD AND BUMPER FROMMELT TP-903 DOCK SEAL, C-PAD STYLE, WITH BLACK SUPERFLEX HC / AP FABRIC, AND ROSS LOGO DOCK SIGN. FROM ARBON EQUIPMENT (SEE AO.O FOR CONTACT INFORMATION) FROMMEIT RAINGUARD RC-3000 WATER DIVERSION HEADER SEAL LEGEND 8" ALLOWANCE BASE BUILDING SHELL = 8" ALLOWANCE in 8" ALLOWANCE METAL STUD FURRING WITH 5/8" GWB - 5" STANDARD ALLOWANCE jEgE I ALLOWANCE - NON STRUCTURAL WALL TO ALLOW FOR FUTURE EXPANSION AREA SHOWN (LAYER: A -PAT I--NONBEARING) -_- METAL STUD PARTITION WITH 5/8" GWB EACH SIDE. 3-5/8" STUD ® 5" STAND. ALLOWANCE (6" ALLOWANCE IF PLYWD BACKING BLILIND GWB); 6 LIJu' STUD = 7" STAND. ALLOWANCE 1/2" APA CDX PLYWOOD BACKING BFITIND GWB INDICATED BY A 2" POLY -LINE (LAYER: A-WALL-FINISH-01) — 5/8" A-C, 0-1, EXT-APA PLYWOOD IN LIEU OF GWB INDICATED BY A 2" PO1 Y--HNF (0) RFSTROOM & JANITORIAL CI-OSEI WALLS ONLY (LAYER: A -WALL- FINISH --02) FUH HEIGHT METAL STUD WALL WITH GWB BOTH SIDES (LAYER: A-PATT-FULL HEIGHT) TULL HEIGHI ACOUSIICALLY INSULATED AND SEALED METAL STUD FULL HEIGHT WALL (LAYER: A-PATT-FULL HEIGHT AND SOUND) AREA LINE (LAYER: A -AREA) a� �d ¢ �U rY0 C-5 � c z=� I - a- z n U w Y r ~ww�,LC) nrnnI U) -1 �a>�7 (/)C] wc.a-" W Cr Cn W z W'—�C)rY 2'Ld (D G�I—w�(�-} n W mLL,nf _^ll ICJ �'�'� L� V) `K[ W �, I ,. V'1 U CC .2- 4 �q fCD CD W .� `�" (J) .`�' W G n. J =7 = w C l (/� H J C) W �U) =D � � V) CJ I Uz i- U C3 1— " �' J — U - `� � � C7 �V) Cr -=r' m C7 O CD C? d W � � W � � C? W �C1 SU-�1—..�<z:Uce cY v��tr-�wr�-=z cnvCY)�Jcci cry COMPACTOR CONTROLS W/ PRESSURE GAUGE @ +54" ADJACENT TO LATCH SIDE OF HATCH SII I IS TO BE PLACED @ +40" A.F.F. 17 CONTAINER / 3 A4.1 4'-D" VIGIL x 3/4" PLYWOOD WAINSCOT, SEE RA--1 AISLE PLAN, V.L. (LAYER: A-LL INS IALLED-WAINSCOT) 8'H x 3/4" APA A PLYWOOD BACKBOARD HORIZ. (FULL HEIGHT AT LADDER) (LAYER: A-LL INSTALLED- PLYWOOD MOUNTING BOARD) 3 ROWS 2x6 ANCHOR BOARDS MOUNTED Q 9", 48", AND 87" A.F.F. (LAYER: A-LL INSTALLED -ANCHOR BOARD) 3 ROWS OF 10 WOOD NAILERS MOUNTED a 9", 48", AND 87" A.F.F. (LAYER: A -II INSTALLED -NAILER) KOROGARD WALL PANEL MOUNTED 10 +6'-0" A.F.F„ SEE ROOM FINISH SCHEDULE AND NOTE '#15 ON A6.0 FOR LOCATIONS -------- KOROGARD WALL PANEL MOUNTED TO +4'-0" A.F.F., SEE ROOM FINISH "- SCHEDULE AND NOTE #15 ON A6.0 FOR LOCATIONS 6'-0" "SNOW" EXTRUDED CORNER GUARD U.N.O. I IOORING TRANSITION, THRESHOLD, SADDLE, ETC, FINISH FLOOR FINISH MATERIAL - SEE SHELT A6.0 AND A5.0 FOR ADDITIONAL INFORMATION DOOR SYMB01- - SEE SHEET A6.0 a O o I EQUAL 6" REINF CONC. COMPACTOR EQUAL MAX.) PAD, SLOPE TO DRAIN MIN, 1/4" PER FOOT; MAX. 1:30 CA ENLARCLD PROCE_),�:)NG 8c ELECTR CAL_ DOOM PLAN SCALE: 1 /4" = 1)-0" NOTES: 1, TRASH COMPACTOR "RAMJET" TCT2201 STANDARD, COLOR 07-0004 BEIGE U.O.N. TRASH CONTAINER "RAMJE " RJ-40-OC, COLOR 07-0004 BEIGF U.O.N. BY MARATIION EQUIPMENT CO. PURCHASED DIRECTLY FROM MARATHON'S ROSS ACCOUNT MANAGER ONLY (SEE SHT AO.0 FOR CONTACT INFORMATION), NO EXCEPTIONS, INSTAI LED BY G.C. AND FULLY OPERATIONAL PRIOR TO TURNOVER, NO EXCEI'11ON. 2. REQUIRED TRASH COMPACTOR ELECTRICAL SERVICE AND FUSED DISCONNECT SWITCH ARE TO BE SIZED IN ACCORDANCE WITH MARATHON EQUIPMFNT CO, SPECIFICATIONS (AS MUCH AS A 100 AMP SERVICE DISCONNECT MAY BE REQUIRED DEPENDING ON PHASE AND VOLTAGE) AND PROVIDED BY C.C. CONNECT COMPACTOR TO BUILDING POWER IN ACCORDANCE WITH MARATHON AND CODE REQUIREMENTS (SPECIFIED COMPACTOR IS TO BE SUPPLIED WITH A 10HP MOTOR AND PRESSURE GAUGE). 3. IF THE COMPACTOR IS LOCATED AT A DISTANCE FROM THE ELECRICAL ROOM TI-IEN INSURE THAT WIRING IS ADEQUATELY SIZED FOR THE VOLTAGE DROP. 4. REQUIRED WELLMAN OIL HEATER TO BE INSTAI I ED BY MARATI ION AT TRASH COMPACTOR ON ANY STORE WHERE THE TEMPERATURE DROPS BELOW 30' FAHRENHEIT AT TIIF SOLE DISCRETION OF THE ROSS CONSTRUCTION REPRESENTATIVE. 5. CONFIRM PROCESSING ROOM SHELF LAYOUT WITH ROSS CONSTRUCTION RFPRFSFNTATIVF; ACTUAL LAYOUT WILL BE SHOWN ON RA-1 'ROSS AISLE PLAN' PROVIDED BY THE ROSS CONSTRUCTION REPRESENTATIVE. 6. THE LOCATION OF ALL DEVICES AND OBJECTS (RISERS, LEADERS, PIPING, CONDUITS, FTC.) IN THE PROCESSING ROOM MUST BE COORDINATED WITH AND APPROVED BY THE ROSS CONSTRUCTION REPRESENTATIVE SO AS NOT TO INTERFERE WITH FIXTURES AND PROCESSING ROOM OPERATIONS. 7. PROVIDE 1-1/2" STEEL ANGLE CORNER GUARDS AT ALL EXPOSED OUTSIDE CORNERS OF PROCESSING ROOM TO 8'-0" A.F.F. OR LOP OF DOOR FRAME. Proj. Mgr. JU Job. Capt. SG Drawn by JT RON BARR, A,I.A. Rev'd by STATE OF FLORIDA RIB AR 0016160 JUL 17 A13 U W F O W d H W W Iw�- F=- U p: Fw- S O w 0 � O `'[ ' O p F© W O~ W Q z 0�� rn U tq U I_ F o Y co o 0 W o o 2 z W z w w w LL D z r coo w U a >- z~ z O F T: z z a-, s ro a x u�l q o� W J 0 0) z�� 2r z z � ,z S 0 p 0 O ui g 0 U O SF ¢ W w W O W U W z p Y u_ RUCC Ci OF ~ MC) O O cn z 5= U U W O O p (1 W U� a i0i. W caWU Fi W0z�aza 2 3¢ coo d' U' V F- Yj U O S o f Oz ? uWi r3 O COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: CADFILE No. J sr A . $d' W �r_ N L .� 0 N 4) C7 0 0 M 0) _0 N 0 LL (V Q w, (0 Lo (' /1 a I) a) p E `~ a C C: 0 L (� 0 0 f 4 W C ca 4-5r U .,r 0L T 0 U LO a L Sheet Title ENLARGED PLAN AND DETAILS Scale: Date: Sheet No. 01-31-2013 Project Na A4.1 12-027 Proj. Mgr. JU 5� Al I INAINII INA (-AF) SECLION C? NON BEARING EXTERIOR WALL_ SCALE: 3" = 1'-0" CAST IRON DRAIN DOME CLAMP RING TAMKO MODIFIED ASIPHAC1 POLYESIER REINFORCED FLASHING MEMBRANL AWAPLAN PREMIUM SOLID ROOFING SEI IN HOT STEEP ASPHALT TAMKO BASL PLY SET IN IIOT STEEP ASPHALT 2" MIN. RIDGID INSULATION MECH. IASI NFD 10 TO METAL DECK SLOPED TO MATCH FALL CORRIGATFD METAL DECK DRAIN BODY DECK CLAMP ADJUSTABLE COLLAR GASKEI AFTER FINAL ADJUSTMENT APPLY ROOF CEMENT DOWN PIPE A ROOF DRAIN DETAIL A5.1 SCALE: 3" = 1'-0" COLUMN CENTERLINE SNAKE FLEXIBLE CONDUIT FOR REQUIRED FLOOR SLAB THROUGH EXISTING STEEL TUBE COLUMNS SEE RCP FOR CEILING TYPE AND HEIGHT (E) STL. COLUMN CHIP AWAY FLOOR SLAB II AND PATCH AS NECESSARY TO ALLOW FOR CORRECT PLACEMENT OF FLOOR OUTLET PER E3.0 II - POWER PLAN —77 I� -— „ -7� �FLOOR OUTLET @ (E) C01 AJ M N SCALE: 1 1 /2" 1'-0" SEE SEC.12 SHEET-G1.0 ALUMINUM CAP FLASHING PAINTED P.T. 2x6 NAILER - �5 SLOPE a' VARIES T.O. FRAMING ISEC I ON C NON BEARING EXTERUR WALL SCALE: 3/4" = 1'-0" EXTERIOR WALL CONTINUOUS G/ METAL DRIP ED OF DOOR FRAM MATCH DOOR F PLUMBING VENT STACK ELASIIC SEALANT CONTINUOUS BEAD — PRIMER CONTINUOUS COPPER S IRIP WIl H FIXING @ 6 O.C. PREFABRI�;ATFD CURB OUT OF P.T. 2"x8" &2'x6° W/ 5/8" EXTERIOR SYJEDDLHSR WEDECRTOECKWITCWS TAMKO MODIFIED ASPHALT POLYESTER REINFORCED FLASHING MEMBRANE CRICKET AWAPLAN PREMIUM SOLID ROOFING SET IN HOT STEEP ASPHALT TAMKO BASE PLY SET IN HOT STEEP ASPHALT 2" RIGID INSULATION MECH. FASTENED TO METAL DECK GALV. METAL DECK STEEL BAR JOIST 5° ALLOWA CE SEE FLOOR PLAN AND FINISH SCHEDULE FOR WALL CONSTRUCTION AND FINISH HOLLOW METAL DOOR AND FRAME, SEE DOOR AND FINISH SCHEDULE AND EXTERIOR ELEVATIONS FOR EXTERIOR FINISHES DR P EDGE DETAIL 0 EXT, DOOR ALUMINUM CAP 1- LASHING PAINTED P.T. 2x6 NAILEE`- 4"x12" 16 OZ. COPPER EMERGENCY SCUPPER CONCRETE SPLASH BLOCK---,,,,,, TYP. DOE VENT DETAIL SCALE: 3" = 1'-0" SCALE: 1 1 /2" 1'-0" SEE SEC.8.8 & 8.9 SHEET-G1.0 5 SLOPE VARIES T.O. FRAMING SECT ON C4 NON BEARING EXTER OR WALL SCALE: 3/4" = 1'-0" 4 SEC ON a BEAR NG WALL SCALE: 3/4" = 1'-0" WALK PAD VARIES FRAMING ALL 1.D VERIFY) Job. Capt, SG Drawn by JT Rev'd by RB U i Q RON BARR, A.I.A. STATE OF FLORIDA AR 0016160 Q COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO �I Iou ' �ikViK� I L i T��: •a VLiop URI I, u, - ��v, 1�F 11 J Revisions: CADFILE No. a M I li ' m W IL [�] �pE con ou w �0 '1 N O L a) M N L N 'c N � Q ° Lo u +� 0) E . _ 4: c) a) LL ca E Q m L 4-0 2 � a U) U rr Lo 0 U) Lo 0) :3 U r- L CL N U �2 SV Sheet Title SECTIONS AND DETAILS Sale: AS NOTED Date: Sheet No. 01-31-2013 Project No. A5. 1 12-027 - CLEAR ANODIZED ALUM. FRAME WITH INSULATED GLAZING 4 C) C)SECTIONAL OVERN I � a z ti PADLOCKING TRACK LATCH TYPE A AT BOTH TRACKS TYPE D 180' DOOR VIEWER @ +60" AFF 1-3/4", PAINTED, FLUSH HOLLOW I PRE FINISI-IED MARATHON PACKAGF CHUTE SECURITY DOOR SLIDE BOLT WITH LATCH \ AND CHAIN FOR G,C, SUPPLIED BEST PADLOCK I FINISH FLR. TYPE K ri__�DOOR YE13 �,A_!LO SCALE: N.T.S. IYPE E TYPE H IAICH Al BOTH SIDES CENTERED 180' VIEWER AT 5'-0" A.F.F. DOOR TYPE NOTES THE FOLLOWING ARE THE ROSS MINIMUM ACCESSIBILITY REQUIREMENIS FOR OPERABLE INTERIOR / EXTERIOR DOORS AT ROSS STORES REGARDLESS OF LESSER OR ABSENI REQUIREMENTS OF GOVERNMENTAL AUTHORITY. MERE SHALL BE NO CASTS WHERE THE OPERABLE DOORS AT ROSS STORES DO NOI MEET THE FOLLOWING MINIMUM REQUIREMENTS. LANDLORD MUST ENSURE THAT IF HIGHER OR MORE STRINGENT STANDARDS ARE REQUIRED BY GOVERNMENTAL AUTHORITY THAT THOSE HIGHER STANDARDS ARE MET. 1. DOORS MUST BE A MINIMUM OF 3'-0" WIDE AND 6'-8" HIGH. 2, DOORS MUST OPEN A MINIMUM OF 90 DEGREES. 3. CLEAR WIDTH OF DOORWAYS MUST BE 32" MINIMUM, 4. DOUBLE DOORS / AUTOMATIC DOORS AT IFAST ONE LEAF MUST COMPLY WITH ITEMS 1 THROUGH 3 ABOVE, 5. THE BOTTOM 10" OF Al,I DOORS, EXCEPT AUTOMATIC AND SLIDING DOORS, SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOIJI CRFAHNG A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSIAI I_I I) ON TIIE PUSH SIDE OF THE DOOR, WHICH ALLOWS THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT A TRAP OR HAZARDOUS CONDITION, 6. M S MAXIMUM EFFORT TO OPERATE DOOR SHALL NOT EXCEED 5 LBS, FOR EXTERIOR AND INTERIOR DOOR, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSAIING DEVICES OR AUIOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED THE MAXIMUM EFFORI 10 OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, BUI SHALT- NOT EXCEED 15 1,13S. /. IF IHE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF /0 DEGREES, THE DOOR Will- TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH, MEASURED TO THE LANDING EDGE OF DOOR, 8. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC B AS, PUSI-I-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY 10 GRASP THE OPENING HARDWARE, 9. WHERE THE PLANE OF THE DOORWAY IS OFFSET 8 OR MORE INCHES FROM ANY OBSTRUCTION WITHIN 18" MEASURED LATERAI I Y ON IHE LATCH SIDE, THE DOOR SHALL BE PROVIDED WITH MANEUVERING CLEARANCE FOR FRONT APPROACH. 10, . FLOOR OR LANDING ON EACH SIDE OF THE DOOR TO BE LEVEL AND CLEAR. l FVl I ARE A IN THE DIRECTION OF THE DOOR SWING IS A MINIMUM OF 60" IN LENGTH, LEVEL AREA OPPOSITE THE DIRECTION OF THE DOOR SWING IS A MINIMUM OF 44-48" IN LENGTH, DEPENDENT UPON DIRECTION OF THE APPROACH & EXISTENCE OF A LATCH & CLOSER. SURFACE SLOPE OF THE LEVEL AREA SHALL NOT EXCEED 1:50 GRADIENT (2%). 11. TIFF WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTFND 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS & 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS. DOOR SCHEDULE - DOOR NUMBER TYPE W H D IIARDWARE TYPE (SEE NOTE 7L) 1 STOREFRONT A 11'-0" 7'-0" - KEYED LOCKSET SLIDING DOOR C°J VESTIBULE J 8' 6" 7'-0" - NO LOCKSET °J SLIDING DOOR DFI AYED EXIT DEVICE C) EXIT D 3'-0" 7'-0" 1 3/4" (SEE NOIL 15) EXTERIOR OPERABLE HARDWARE � PROCESSING ROOM IT 3'-0" 7'-0" 1 3/4" PANIC DEVICE (SEE NOTE 20) �.`'./ MAN DOOR NO EXTERIOR OPERABLE HARDWARE DELAYED EXIT DEVICE EXIT D 3'-0" 7' 0" 1 3/4" (SEE NOTE 15) NO EXTERIOR OPERABIC HARDWARE 17 TRASII COMPACTOR K S-4" S-4" - CASE OPENING, SLIDEB01_T, BEST PADLOCK & CHAIN (.SEE NODE 4A) 17 RECEIVING - SLIDE BOLT EACH SIDE (I7B OVERHEAD (SEE NOTE 19) 18 ROOF IIATCI1 - 2'-6" 3'-0" - - 19 ROOF ACCESS D 3'-0" 6'-0" 1 3/4" KEYED DEADBOLT WITH THUMB TURN, FULL WEATHERING & RAIN HOOD - - - �A) SHUTTERNF - LEGEND ALUM ALUMINUM HM HOLLOW METAL SC SOLID CORE MTL METAL TCR THERMACORE CAF CLEAR ANODIZED FINISH PC PLASTIC HONEYCOMB CORE MATERAAI FINISII REMARKS DOOR FRAME ALUM ALUM CAF FACfOKY /-PIN INTERIOR CYLINDER AND OUTSIDE BLANK 54" NOM CLEAR OPENING. (SEE NOTE 1). PACKAGE HEIGHT 13'-6" 44" NOM CLEAR OPENING; SEE SHEET A1.2 (SEE NOTE 1) PACKAGE HEIGHT 13'-6" ALUM ALUM CAT- HM HM PAINT STOP FACE MOUNT SFI F CLOSER (PREPAINT TO MARCH INT, DOOR COLOR). BEST 7-PIN MORTISE CYL., PRFPARF DR & FRAME FOR CONCEALED INSTALLATION; CONNECTION RCQ'D TO FIRL DEFECTION SYSTEM. (SEE NOTE 2.9) HM HM PAINT - 180 DEGREE VIEWER (SEE NOTE 12), STOP FACE MOUNT SELF -CLOSER, FULL CANOPY, HF.�S, I /-PIN CYL, 'D' HANDLE AT INTERIOR ABOVE ARROW EXIT DEVICE AT +54" A.F,F. TO CLOSE DOOR (SEE NOTE 24) HIM HM PAINT STOP FACE MOUNT SELF CLOSER (PPREPAINT TO MATCH INT. DOOR COLOR). BEST 7-PIN MORTISE CYL., PREPARE DR & FRAME FOR CONCEALED INSTALLATON; CONNECTION RFQ'D TO FIRE DETECTION SYSTEM (SEE NOTE 29) MTL MTL PAINT DOOR, FRAME & CHUTE IN MARATHON RAM -JET COMPACTOR PACKAGE (WITH SLIDEBCLT & LATCH FOR PADLOCK) BY G.C., SILL AT +40", INSURE ADEQUATE SLOPE IN CHUTE. TCR MTL PAINT INSULATED SECTIONAL OVERHEAD DOOR, TWO SLIDE BOLTS AT 36", PADLOCKS EACH SIDE (SEE NODE 9B), VERTICAL OVERHEAD PARKING, 180' VIEWER CENTERED IN EACH (SFF NOTE 12) MTL MTL PAINT BES I PADLOCK (SEE NOTE 4A); SAFETY POLE, SCC DETAILS 3 & 4/A1.1; BILCO OR APPROVED EQUAL HM HM PAIN I BEST 7-PIN CYLINDER, DRIP EDGE, SIGN WORK CAVITY ACCESS LOCATED ON ROOF. DOOR SILL/THRESHOLD TO BE 1'-0" ABOVE FINISHED ROOF. - - VERIFY WHERE REQUIRED, SEE NOIT 8.2 ON SHEET G1,1 GENERAL HARDWARE NOTES A. SEE DETAIL 4/A51 FOR TYPICAL HEAD DETAILS AT EXTERIOR HOLLOW METAL DOORS & FRAMES IN CMU WALL, U.O.N. ROOM FINISH SCHEDULE ROOM FLOOR (SEE NOTE 6) WALLS WALL FINISH CEILING OTHER COLUMNS DOOR REMARKS FRAMES - _ AND TRIM - 43 C) c � w W I �` I 0 w Elf w w C) z Imo- m a z W z C c W W - c 'I t C) C� U x w a n- cn cn cn V) \ C] � U W u Z C/) J J J U - I- C! C 2 d � CD LEI U 4 �1 C)-cC a r� m C ) C9 ca c_ W r z o W s 0 >= � � 5 � it U) cam, 5 w Ili � w .• -J ~ W L� 'ice- U7 w C= C7 LL C7 C U LL J 1- = d d F-- J d Z C> 7' O of C D _ L,J U) � C] W « W V) Y CD J tZ. Z .1 _J W C5 I,_I V) O Y CD `. L l,-I V) C� m W V) m W M � 4 o < V) n' W J 0 x m C) ,J-_ Q <C c+)O d- 7 Chi x w (l a _ a 20 _ C) d- x w J w c cc n = w Q x W CAL, x W 2n � CC U x a o o_ N0. NAME 101 SALES FLOOR - 102 PROCESSING ROOM GENERAL FINISH SCHEDULE NOTES A. NOT USED B. NOT USED C. STRAIGHT RUN HILL ON SALES FLOOR 10 BE FULL, ALIGNED TILES WHERE POSSIBLE. OBTAIN MOST RECENT LAYOUT FROM ROSS CONSTRUCTION REPRESENTATIVE PRIOR 10 INSTALLATION, FOLLOW MANUFACTURER'S INSTALLATION MANUAL, SHADE MATCHING MUST BE CHECKED. D. Al AEI. DRYWALL, TAPE, FILL AND SAND EXPOSED DRYWAI_I_ JOINIS AND SURFACES TO PRODUCE A SMOOTH UN -TEXTURED SURFACE, PRIMED AND READY FOR SPECIFIED FINISH. FEATHER COATS ONTO ADJOINING SURFACES SO THAT CAMBER IS MAXIMUM 1/32 INCH. ALL WORK SHALL BE IN ACCORDANCE WITH GYPSUM ASSOCIATION SPECIFICATION GA 216, FINISH AS SPECIFIED. E. ALL EXPOSED CONCRETE OR MASONRY WALL SURFACES SHALL BE CLEANED, SEALED AND PAINTED. F. CONCRETE STALER TO BE APPLIED TO NEW & EXISTING CONCRETE SLABS (INCLUDING THE SALES FLOOR) PER ROOM FINISH & MATERIAL. NOTE 6 & 7. DOOR AND HARDWARE NOTES 1. STOREFRONT DOORS A. DOORS % 1, 1A & 2A SHALL BE STANLEY DURA-GLIDE 3000 BI-DINECTIONAL OPERATION AND BE FITTED WITH STANDARD STANLEY HARDWARE. B, DOORS NO. 2 & 2B SHAI I BE STANI EY DURA-GI Ilk 6000 UNI-DIRECTIONAL OPERATION AND BE FITTED WITH STANDARD STANLEY HARDWARE. C. DOORS 2 & 1A REQUIRES 7-PIN EXTERIOR/INTERIOR CYLINDER. DOOR 1 REQUIRES 7-PIN INTERIOR CYLINDER ONLY. DOORS 2A & 2B TO HAVE NO LOCKSET. D. ALL EXPOSED HOLES IN STOREFRONT DOORS ARE TO BE FILLED WITH FLUSH BIANKS FINISHED TO MATCH DOOR ALUMINUM E• ALL STORE FRONT DOORS SHALL BE PROVIDED WITH CODE REQUIRED ACCESSIBILITY SIGNING AS REQUIRED BY LOCAL AUTHORITY. F. NO THUMB TURNS, 2. INILROR DOORS OPENING TO A PERPENDICULAR WALL MUST HAVE WALL STOPS WITH CONC'LALLD MOUNTING MOUNTED TO SOLID IN WALL BLOCKING. HALER 23OW CONVEX WALL STOP 2-3/9" DIA, 1-3/16" PROJECTION, 626 SATIN CHROME FINISH, 3. DOORS WITHIN ACCESSIBLE PAIH OF 1RAVEL TO BE OPENABLE WITH A SINGLE EFFORT BY LEVER, PANIC BAR OR PUSH/PU11 HARDWARE. DOOR OPENING HARDWARE TO BE BETWEEN 30" 10 44" A.F.F., EXCEPT AS PROVIDED BY CODE (SEE 1 ABOVE). 4. PADLOCK A. ROOF HATCH AND COMPACTOR DOOR PROVIDE ONE (1) EACH 7-PIN BEST 91B72-M1 PADLOCK WITH CHAIN (BY G,C.) B. OVERHEAD DOOR PROVIDE TWO (2) EACH 7-PIN BEST 41B72-M1 PADLOCK WITH CHAIN (BY G.C.) PER DOOR. 5. DOORS OTHER THAN STOREFRONT WHICH RFQUIRF CLOSERS SHALL RECEIVE AN "LCN" #9091 CLOSER, AS INDICATED IN SCHEDULE. DOOR CLOSERS TO BE ADJUSTED TO PROVIDE FOR A MAXIMUM EFFORT TO OPERATE OF 5 POUNDS FOR INTERIOR DOORS AND 8.5 POUNDS FOR EXTERIOR DOORS. EFFORT MAY INCREASE TO 15 POUNDS MAXIMUM AT FIRE DOORS, CLOSERS MUST ALLOW THREE SECONDS 10 MOVE DOOR FROM A 70 DECREE OPEN POSITION TO A POINT 3" FROM THE LATCH. IF CONFLICT WITH CODE, FIRE & LIFE SAFETY CODE SHALL PREVAIL. DO NOT USE HOLD OPEN DEVICES. 6. THRESHOLDS SHALL NOT EXCEED 1/2" IN HEIGHT 7. LOCKSETS/LATCHSETS A, INTERIOR LOCKSETS TO BE BEST #93K7AB14C626 W/ CURVED RETURN LEVERS LOCKSETS 10 AVIF BEST 7 PIN CYLINDER B. INTERIOR LAICHSEIS TO BE BEST #93KON14C626 W/ CURVED RETURN LEVERS C. MANAGER OFFICE AND EQIPMENT CLOSET TO RECEIVE BEST #93K7-D-14C626 W/ CURVED RETURN LEVERS AND BEST 7-PIN CYLINDER D. CASH OFFICE TO RECEIVE BEST 45117-TD-14-11-626 MORTISE LOCK W/ INTERLOCKING DEADBOLT COMBINATION. BEST 7-PIN CYLINDER W/ CURVED RETURN LEVERS E. All I ATCI ISFT AND I OCKSCTS TO BE BEST. NO SUBSTITUTIONS WILL BE ACCEPTED 8. WOOD AND H.M. DOORS TO HAVE 3 FULL BEARING MORTISE HINGES WITH NON REMOVABLE HINGE PINS, DOOR CLOSERS, AND DOOR STOPS (INTERIOR DOORS), FINISH US26D (SAIIN CHROME). HINGES ON All EXTERIOR HIM MAN DOORS ARE TO BE STAINLESS STEEL. 9. HOLLOW METAL FRAMES SHALL BE 18 GA. PRESSED, FLUSH TYPE WITH MITERED AND WELDED CORNERS. CASH OFFICE FRAME SHAII BE 16 GA. H.M. FLUSH TYPE WITH DOUBLE STUDS AT JAMBS, FRAMES ARE TO BE REINFORCED AND PREPARED FOR HARDWARE. PROVIDE 4" HEAD FOR FRAMES IN EXTERIOR CMU OPENINGS WHERE APPROPRIATE TO MATCH MASONRY COURSING, 10, HM DOORS ARE TO BE 18 GA., FACTORY PRIMED STEEL, FLUSH TYPE WITH INSULATED WEATHER SEALED CORE; STIFFENING; HARDWARE REINFORCING; CLOSED TOP & BOTTOM CHANNELS; AND HANDED FOR INDICATED SWING, DO NOT USE UNIVERSAI_ TYPE DOORS. 11, SOLID CORE WOOD DOORS SHALL BE PAINT GRADE BIRCH SKINS WITH SOLID STAVE CORES. 12. DOOR VIEWER TO BE ADVANCED SAFETY DEVICES MODEL #DS238-SLVR. 13. DOOR TYPE 'IF" SHALL RECEIVE A 4%20"H VISION LIFE IN A WELDED STEEL FRAME. FINISH TO MATCH DOOR. SEE DOOR REMARKS FOR GLASS TYPE: CLEAR OR ONE-WAY. 14. DOOR TYPES "C" "F" & "G" SHALL RECEIVE ON THE HALL SIDE A 12" KICK PLATE BY BROOKLINE INDUSTRIES. FINISH BMHA 626 W/ COUNTERSUNK SCREW HOLES. 15. DOOR "B" TO BE ELIASON, EASY -SWING P-11 PLUS (PLASTIC HONEYCOMB CORE), 103 'WHITE' FINISH WITH 904 CENTER WINDOW SET IN 103 'WHITE' MOLDING, AND PAINTED HOLLOW METAL FRAME, WITH 5X18 JAMB GUARDS 16. GENERAL CONTRACTOR TO PROVIDE CONSTRUCTION CORES FOR ALL EXTERIOR DOORS PRIOR 10 TURN OVFR. AT TIME OF TURN OVER CONTRACTOR IS TO TURN OVER TO ROSS STORE MANAGER CORE EXTRACTION KEY. 17, ROSS STORE MANAGER TO BE RESPONSIBLE FOR REKEYING STORE. 18, SAIFS FLOOR EXIT DOORS NO. 3 AND NO, 5 ARE TO BE EQUIPPED WITH THE ALARM LOCK PUSH BAR MODEL 715 DELAYED EXIT DEVICE WITH BEST 7-PIN MORTISE CYLINDER AND CONCEALED INSTALLATION USING VON DUPRIN EPT-10 POWER TRANSFER HINGE AND DETECTION SYSTEM WITH TIME -DELAY BY-PASS CONTROL, SEE FRAME PREP DETAILS 1 & 2 / DE1.0. (INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS). IF STORE REQUIRES HURRICANE SHUTTERS IHEN DOOR #3 IS TO BE EQUIPPED WITH INSIDE/OUTSIDE KEY CONTROL IN ADDITION TO DELAYED EXIT EGRESS DEVICE. c r c - - 19. DOOR E IS A �91 SERIES THERMACORE INSULATED STEEI SECTIONAL - - 0 AL DOOR BY THE OVERHEAD DOOR CORPORATION, DALLAS, TEXAS; 8 0' X 8 0; STANDARD BULB -TYPE BOTTOM SEAL AND OPTIONAL HEADER SEA[- AND JAMB WEATHERSTRIPPINC; 2" TRACK; MANUAL 011LRA110N; COLOR: WHITE; WITH TWO (2) INTERIOR MOUNTED SLIDE LOCKS, ONE AT EACH SIDE AT +36' AFF. INCLUDE TWO (2) HIS1 418/2 PADLOCKS. 20. EXIT DOOR N0. 4 IS TO BE EQUIPPED WITH THE ARROW 330 PANIC DEVICE WITH LOW HAIIFRY ALERT, BEST 7-PIN CYLINDER AND BMHA 626 FINISII, 21. ANY QUESTION OR PROBLEMS W/ LOCKING HARDWARE SHOULD BE DIRLCI1-1) 10: BEST LOCK CORPORATION (SEE SHEET AO.0 FOR CONTACT INFO.). 22. UNLESS OTHERWISE REQUIRED BY LOCAL AUTHORITY, INSTALL ACCESSIBLE TOILET ROOM SIGNING CENTERED AI 60" AFF ON THE WALL ADJACENT TO THE STRIKE SIDE OF THE DOOR, MINIMUM 9"x9" WITH CONTRASTING AND RAISED PICTOGRAPH, SANS SERIF LETTERING AND GRADE 2 BRAILLE. (ROSS STANDARD ACCFSSIBI F TOILET ROOM SIGNING WILL BE PROVIDED FOR g.c• INSTALLATION THROUGH ROSS CONSTR. RFPRFSFNTATIVE) ALL OTHER SIGNING REQUIRED BY ADA OR LOCAL AUTHORITY, WHETHER Al IOILET ROOMS OR ELSEWHERE IN THE BUILDING, MUST BE PROVIDED AND INSTALLED BY TIFF GENERAL CONTRACTOR. 23, DOORS NO, 6 AND 20 SHALL BE CONTROLLED BY A IRILOGY T2 LEVER DIGITAL LOCK (DL 2700 IC / 26D) BY ALARM LOCK SYSTEMS (SFF SHEET A0.0 FOR CONTACT INFO). USE BEST 7-PIN CORE. 24, ALL EXTERIOR DOORS ARE 10 BE FULLY WEATHERSTRIPPFD INCLUDING A RAIN DRIP AND DOOR BOTTOM, HAVE ACCESSIBLE THRESHOLDS (EXCEPT DOOR 19) AND CONCRETE LANDINGS (OR SIDEWALK). EXTERIOR DOORS OPENING ON TO TRAFFIC AREAS ARE TO BE PROTECTED BY PIPE BOLLARDS. 25. PROVIDE VON DUPRIN - MODEL 5211 ELECFRIC STRIKE WITH LOCKNETICS (SCHLAGE) 701 RD MOMENTARY WALL SWITCH (800) 950-4573. 26. SECURITY SHUTTERS - ANODIZED ALUMINUM SECURITY STUTTER BY QMI SECURITY SOLUTIONS, VERTICAL TRACK MOUNTED AT INTERIOR TO STOREFRONT MULLIONS, LOCKING MECHANISM AND LIFTS MOUNTED AT 36" A.F.F. AT DOORS AND AT 27" A,F.F. AT WINDOWS; SLAT TYPE AL5-E; STYLE PUNCH 51; 10" HOUSING MOUNTED TO STOREFRONT VERTICAL MULLIONS, CONTROL TYPE SPRING A-7-13, VERIFY WHERE REQUIRED, SUPPLIED AND INSTALLED BY ROSS LP. ROOM FINISH &MATERIALS NOTES COORDINATE ALL ORDERS AND DELIVERIES WITH THE LISTED VENDORS, NO SUBSTITUTIONS Will BE ALLOWED, 1, NEW CONCRETE MUST BE TREATED WITH THE CRE ESEAL CS2000 SPRAY APPLY SYSTEM (15 YR. WARRANTY) APPLIED IN ACCORDANCE WITH MANUFACTURERS NSIRUCTIONS. THE CS2000 2-DAY SYSTEM MUST BE USED ON EXISTING SLABS. 2, SLABS MUST BE DESIGNED AND PREPARED TO TEST AND MAINTAIN MOISTURE VAPOR EMISSIONS AT OR BELOW 5-LBS PER 1000 SF PER 24-HRS USING THE CALCIUM CHLORIDE METHOD (ILSI RESULTS SHALL BE PROVIDED TO ROSS CONSTRUCTION MANAGER), THE PROCESSING ROOM, ELECTRICAL ROOM AND OTHER AREAS OF THE SLAB NOT RECEIVING FINISH TILE OR CARPET ARE TO RECEIVE A TWO COAT APPLICATION OF A PENETRATING LOW VISCOSITY EPDXY OR ACRYLIC SEALER; AT EXISTING SLABS ADD A LIGHT -GRAY COLOR, SUCH AS GARLAND 122 LICHT-GRAY, 10 EPDXY FOR UNIFORM FLOOR FINISH. 3. NEW CONCRETE MUST BE TREATED WITH THE CRETESEAL CS2000 SPRAY APPLY SYSTEM (15 YR. WARRANTY) APPLIED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS, THE CS2000 2-DAY SYSTEM MUST BE USED ON EXISTING SLABS. r• r c 4, SLABS MUST BE DESIGNED AND PREPARED TO TEST MOISTURE - AND MAINTAIN MOhTJRE VAPOR EMISSIONS AT OR BELOW 5 LBS PER 1000 SF PER 24-IIR� USING THE r r c .a CALCIUM CHLORIDE METHOD. TEST RESULTS SHALL BE PROVIDED CONSTRUCTION TO ROSS ON�TRUCTION MANAGER), THE PROCESSING 'T ( ) ROOM, LLLG RICAI_ ROOM AND OTHER AREAS OF THE SLAB NOT RECEIVING FINISH TILE OR CARPET ARE TO RECEIVE A TWO -COAT APPLICATION OF A PENETRATING LOW VISCOSITY EPDXY OR ACRYLIC SEALER; AT EXISTING SLABS ADD A LIGHT -GRAY COLOR, SUCH AS GARLAND 122 LIGHT-CRAY, TO EPDXY FOR UNIFORM I-LOOR FINISH. Proj. Mgr. JU Job. Capt. SG Drawn by JT Rev'd by RB RON BARR, A.I.A. STATE OF FLORIDA AR 0016160 S cc C S = L U i a i w i D i z O 5 Q o z X c 5 m F ��Wt o a F Z 1 T C C COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO ,f 1111, Ing, A liu a t Ip I 6� RIP 1" ' L kia `I A�° al �I FS I u hl imM1�S Revisions: CADFILE No. s ICI aE j, �] a1„lII h>R •a a jj Al9 n ! a Y 1ill li 1.40 a d 62 0 150 C7 (0 C CIO 4J �= N C: u_ N T V ai a W ' a d' Lo � 401 C, ,E . "' ,C as uo 3 � E L o 0 L � � U ACA Lo m A- U a N U L0 i Sheet Title ROOM FINISH AND DOOR SCHEDULES Scale: AS NOTED Date: Sheet No. 01-31-2013 Project No. A6.0 12-027 GENERAL NOTES THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOeSI,7E PRIOR TO STARTING ANY WORK AND NOTIFY ENGINEER/ARCHITECT IN WRITING IMMEDIATELY FOR ANY DISCREPANCIES OR THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. 00 NOT 'SCALE THE DRAWINGS, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND TO PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE AND THE P�OPLE AT WORK OR OTHERS DURING THE� CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO SUPERVISE AND COORDINATE ALL THE WORK OF ALL TRADES THE GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF CHASES, OPENINGS, INSERTS, SLEEVES, PADS, DEPRESSIONS, FINISHES AND WALL OPENING S, DO NOT LOAD THE SLAB -ON -GRADE OR SUPPORTED SLAB WITH ERECTION CRANES (DR ANY ERECTION ECUIP:MENT. THE SLABS HAVE NOT DESIGNED FOR CRANE LOADS AND WILL REOUIRE AN INCREASE IN THICKNESS AND/OR REINFORCEMENT, OBTAIN ARCH,/ENG, APPROVAL ON PROPOSED CRANE SUPPORT PLAN BEFORE COMMENCING WORK, 00 NOT STORE OR STACK CONSTRUCTION MATERIALS ON POURED OR ERECTED FLOORS/ROOFS IN EXCESS OF 750/c OF LIVE LOAD. GENERAL CONTRACTOR WILL ENSURE THAT ALL SUB -CONTRACTORS ARE INFORMED OF LOADING RESTRICTIONS, AVOID IMPACT WHEN PLACING MATERIALS ON POURED OR ERECTED FLOORS OR ROOF, NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, OR OTHERWISE REDUCED IN STRENGTH SUBMIT MINIMUM FOUR (4) COPIES OF SHOP DRAWINGS AS REQUIRED, ALLOW ONE WEEK FROM DATE OF RECEIPT FOP, REVIEW, ENGINEER ACCEPTS NO RESPONSIBILITY FOR GRADE BEAMS, SLABS, FOOTINGS, AND OTHER STRUCTURAL ELEMENTS UNTIL REVIEW OF APPROVED TRUSS, CONCRETE PLANK, AND OTHER SHOP [DRAWINGS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, DIMEN$ION��__k COOIjDINATION DIMENSIONAL INFORMATION, PRICING, ALL DETAILS AND CONSTRUCTION SHALL BE BASED ON THE ENTIRE SET OF CONTRACT DOCUMENTS, COORDINATE THE REQUIREMENTS OF ALL PROFESSIONALS, USE INFORMATION FROM APPROVED SHOP DRAWINGS TO SUPPLEMENT CONTRACT DOCUMENTS WHERE NECESSARY, REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING. IF- A CONFLICT EXISTS, THE MORE STRINGENT GOVERNS, THE CONTRACTOR MUST USE STRUCTURAL DRAWINGS IN CONJUCTION WITH ARCHITECTURAL, CIVIL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS TO COORDINATE LOCATION OF DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, PEGLE7S, SOLT SETTINGS, SLEEVES DIMENSIONS, ETC, (DRAWINGS NOT BE SCALED) DISCREPANCIES BETWEEN INFORMATION PRESENTED WITHIN PROJECT SPECIFICATIONS AND WITHIN STRUCTURAL NOTES ON PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BY THE CONTRACTOR PRIOR TO PRESENTING HIS OR HER SID� IF SUCH A DISCREPANCY IS DISCOVERED SUBSEQUENT TO SIDDING.'THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE OPTION SUBSEQUENTLY SELECTED BY THE ENGINEER AT NO ADDITIONAL COST, CONTRACTORS SHALL BE RESPONSIBLE FOR FINAL VERIFICATION OF ALL DIMENSIONS, ELEVATIONS, CLEARANCES, ETC, OF THE FRAMING SHOWN ON THE STRUCTURAL DRAWINGS AGAINST INFORMATION PROVIDE[) BY MANUFACTURERS OF- SELECTED MECHANICAL EQUIPMENT PRIOR TO PRECEDING WITH ANY RELATED PORTION OF WORK, ITEMS REQUIRING SUOH REVIEW SHALL INCLUDE ELEVATORS iELEVATOR PITS, BEAMS ABOVE ELEVATOR DOORS, ETC.) ESCALATORS, DUCTS, COOLING TOWERS, ETC, CONTRACTOR SHALL BE SOLELY RESPONSIBLE. FOR ANY REMEDIAL WORK AND FOR ITS IMPACT ON THE WORK SCHEDULE RESULTING FROM FAILURE TO PROVIDE EARLY NOTIFICATION OF SUCH CONFLICTS TO THE DESIGN TEAM. POTENTIAL CONFILICTS, ERRORS OR OMISSIONS PRESENT WITHIN THE DRAWING'S (WHETHER WITHIN STRUCTURAL DRAWINGS OR BETWEEN STRUCTURAL, ARCHITECTURAL AND M.E,P. DRAWINGS) SHALL BE IDENTIFIED BY THE CONTRACTOR DURING HIS/HER EARLY REVIEW 012 THE PROJECT DOCUMENTS, SUCH CONFLICTS, ERRORS OR OMISSIONS SHALL BE COMMUNICATED TO THE ARCHITECT IN WRITING PRIOR TO COMMENCEMENT OF WORK, IN THE EVENT OF FAILURE TO PROVIDE SUCH A NOTICE AND SUFFICIENT TIME FOR A RESPONSE, THE CONTRACTOR $HALL BECAME RESPONSIBLE FOR COST OF ALL WORK OR REMEDIAL WORK RESULTING FROM SUCH CONFLICTS, ERRORS OR OMISSION, AS WELL As FOR ITS IMPACT ON THE PROJECT SCHEDULE, (CONTRACTOR AGREES THAT HE WILL HOLD OWNER, ARCHITECT, ENGINEER AND/OR ANY OF THEIR EMPLOYEES OR AGENTS, HARMI-ESS FROM ANY AND ALL DAMAGE AND CLAIMS WHICH MAY ARISE BY A REASON OF ANY NEGLIGENCE ON THE PART OF THE CONTRACTOR, OR ANY OF HIS SUBCONTRACTORS, (DR ANY MATERIAL AND EGUIPMENT SUPPLIES, AND/OR ANY OF THEIR EMPLOYEES OR AGENTS, IN THE PERFORMANCE OF THIS CONTRACT� IN CASE ANY ACTION IS BROUGHT AGAINST THE OWNER, OR ARCHITECT OR ENGINEER OR ANY OF THEIR EMPLOYEES OR AGENTS, CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DEFENSE THEREOF, TO THE FULL SATISFACTION OF LATTER PARTY, WHERE CRITICAL DIMENSIONS CANNOT BE DETERMINED FROM THE PLANS, OR WHERE NEW WORK ADJOINS EXISTING CONSTRUCTION, OR WHERE ONE MATERIAL ADJOIN$ A PREVIOUSLY PLACED MATERIAL WITH A MORE RESTRICTIVE TOLERANCE THAN IN -PLACE MATERIAL, CONTRACTOR $HALL TAKE FIELD MEASUREMENTS AS REQUIRED TO COMPLETE SHOP DRAWINGS AND INSTALLATION, REPORT ANY DISCREPANCIES EXCEEDING 3% BETWEEN FIELD MEASUREMENT DIMENSIONS AND SCALED DRAWING DIMENSIONS 'TO ARCHITE07 BEFORE PROCEEDING WITH WORK, DO NOT SCALE DRAWINGS� USE DIM��NSIONS WHERE A LINE, OF STRUCTURE, OPENING LOCATION, 09 DIMENSION IS CRITICAL AND BASED ON REQUIREMENTS OF ANOTHER TRADE OR SUBCONTRACTOR, THAT SUBCONTRACTOR SHALL SUBMIT A SHOP DRAWING WITH THE REQUIRED DIMENSIONAL INFORMATION UPON WHICI-I THE CONTRACTOR $IHALL BASE THE LAYOUT AND CONSTRUCTION, THIS PROCEDURE Is MANDATORY FOR CURTAIN WALL SYSTEMS, ARCHITECTURAL PRECAST SYSTEMS. AND ALL MECHANICAL AND ELECTRICAL OPENINGS. THE ENGINEER WILL CLOUD OR OTHERWISE INDICATE REVISIONS TO THESE DOCUMENTS ONLY AFTER THEY HAVE BEEN ISSUED FOR CONSTRUCTION OR FINAL PRICING, CHANGES PRIOR TO THAT DATE WILL NOT BE CLOUDED, CHANGES ANID/OR REVISIONS AFTER THE CONSTRUCTION OR FINAL PRICING ISSUE WILL BE CLOUDED IN AN ATTEMPT TO BRING TO THE CONTRACTOR'S ATTENTION ANY MAJOR ITEMS� HOWEVER, IT SHALL BE SOLELY THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE PRICING AND CONSTRUCTION OF ALL REQUIREMENTS OF THESE DOCUMENTS, INCLUDING REVISIONS (FLAGGED OR UN -FLAGGED) WITH ALL OF HIS SUPPLIERS AND SUBCONTRACTOR& REVISION$ ARE IDENTIFIED BY A REVISION NUMBER WITHIN A TRIANGLE, ALL REVISIONS ISSUED ON A SINGLE DATE WILL BE IDENTIFIED BY 'THE SAME NUMBER, CONSTRUCTION TO COMPLY WITH REQUIREMENTS OF THE GOVERNING, BUILDING CODE, AND ALL OTHER APPLICABLE FEDERAL, STATE, AND LOCAL CODES, STANDARDS, REGULATIONS AND LAWS, DETAILS LABELED AS "TYPICAL DETAILS" ON DRAWINGS AND DETAIL SHEETS, APPLY TO ALL SITUATIONS THAT ARE SWILAR OR SAME AS THOSE SPECIFICALLY DETAILED, SUCH DETAILS APPLY WHETHER OR NOT THEY ARE KEYED AT EACH LOCATION ON PLAN DRAWINGS, QUESTIONS REGARDING APPLICASILITY OF DETAILS SHALL BE RESOLVED BY THE ARCHITECT OR ENGINEER, CONSTRUCTION DOCUMENTS MUST GET APPROVAL FROM PERMITTING AGENCIES, THUS IT IS UNDERSTOOD THIS SET OF STRUCTURAL DRAWINGS IS NOT ON FINAL FORM UNTIL IT SEARS THE BUILDING DEPARTMENT PLANS REVIEW PROCESS STAMP AND SIGNATURE OF APPROVAL. S OP DRAWING—SA— S—T RU _CT U R &L—S- 0 Ml TMA Ll SUBMIT TO THE ENGINEER FOUR ORIGINALS ONLY AFTER THEY HAVE- BEEN REVIEWED BY THE CONTRACTOR, IF ADDITIONAL COPIES OF ANY MATERIAL ARE REQUIRED, PLEASE PROVIDE SUCH. HOWEVER ONLY THREE COPIES WILL BE MARKED BY THE ENGNEER, UNDER NO CIRCUMSTANCES WILL THE USE OF STRUCTURAL DRAWINGS PREPARED BY THIS OFFICE BE PERMITTED FOR SHOP DRAWING OR BACKGROUND USE, THIS INCLUDES BOTH PHOTOGRAPHIC AND ELECTRONIC REPpOoUCTiON, SHOP DRAWING$ SHALL BE PREPARED ENTIRELY BY THE VENDOR OR SUBCONTRACTOR GENERATING SUCH SUBMITTAL, THE USE OF ANY DRAWING PREPARED BY THIS OFFICE AS BACKGROUND INDICATES ACCEPTANCE OF TERMS AND CONDITIONS BY OUR OFFICE FOR THEIR USE AND STIPULATED COMPENSATION MUST BE DELIVERED TO OUR OFFICE PRIOR TO SUBMITTAL OF SHOP DRAWINGS, OTHERWISE, SHOP DRAWINGS WILL BE RETURNED NON REVIEWED, REVIEW OF SHOP DRAWINGS IS NOT CONDUCTED FOR DETERMINING 'THE ACCURACY AND COMPLETENESS OF DETAILS OR FOR SUBST ANTI ATING FABRICATION INSTAI-LATION INSTRUCTION OR PERFORMANCE OF EQUIPMENT OF SYSTEM, ALL OF WHICH $HALL REMAIN THE SOLE RESPONSIBIL17Y OF THE CONTRACTOR, REVIEW OF SHOP DRAWINGS DOES NOT CONSTITUTE APPROVAL OF SAFETY PRECAUTIONS, CONSTRUC71ON MEANS, METHODS, SEQUENCES OR PROCEDURES, NOR DOES IT INDICATES Al:)PROVAL OP ASSEMBLY OF WHICH THE ITEM IS A COMPONENT, COORDINATION OP ALL TRAcES SHALL REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR, CONTRACTOR MUST REVIEW ALL QUANTITIES AND DIMPINSIONS, ALLOW ADEQUATE TIME FOR TRANSIT, AND PROCESSING BEFORE FABRICATION OUR OFFICE WILL REVIEW AN AVERAGE SUBMITTAL WITHIN 15 C ALENDAR DAYS OF RECEIPT DRAWINGS RECEIVED AFTER 3:00 PM WILL BE STAMPED AS RECEIVED THE FOLLOWING DAY, REVIEW OF SHOP DRAWINGS IS LIMITED TO TWO REVIEWS PER SUBMITTAL WITHIN THE SCOPE OF BASIC SERVICES, THAT IS ONE INITIAL REVIEW AND ONE ADDITIONAL REVIEW ONCE MARKED ITEMS HAVE BEEN CORRECTED, REVIEW OF ADDITIONAL SUBMITTALS WILL BE CONSIDERED ADDITIONAL SERVICES, FOR WHICH THE CONTRACTOR MAY BE HELD RESPONSIBLE, THOSE ADDITIONAL SERVICES FEES WILL BE IN ACCORDANCE WITH THE TERMS OF THE AGREEMENT FOR THIS PROJECT, OUR OFFICE WILL MARK ONLY THREE SETS OF DRAWINGS REGARDLEE3S OF HOW MANY COPIES HAD BEEN SUBMITTED, ONI-Y AFTER DRAWINGS BEAR EVIDENCE OF BEEN REVIEWED AND APPROVED BY THE CONTRACTOR. SHOP DRAWINGS SUBMITTED 'TO OUR OFFICE WITHOUT CONTRACTORS APPROVAI, WILL BE RETURNED UN REVIEWED. SPECIALTY OR DELEGATED ENGINEERING SHOP DRAWING& BY DEFINITION A DELEGATED ENGINEER IS A FLORIDA REGISTERED PROFESSIONAL ENGINEER, NOT THE ENGINEER OF RECORD, WHO SPECIALIZED IN AND WHO UNDERTAKES 'THE DESIGN OF STRUCTURAL COMPONENTS OR STRUCTURAL SYSTEMS INCLUDED IN A SPECIFIC SUBMITTAL PREPARED POR THIS PROJECT, THE DELEGATED OR SPECIALTY ENGINEER SHALL BE AN EMPLOYEE OR OFFICER OF A FABRICATQR, AN EMPLOYEE OR OFFICER OF AN ENTITY SUPPLYING COMPONENTS TO A FABRICATOR, OR AN INDEPENDENT CONSULTANT RETAINED BY THE FABRICATOR OR HIS SUPPLIER, SUBMITTAL AND RE -SUBMITTAL FOR CUSTOM DESIGNED, MANUFACTURED OR FABRICATED LOAD -CARRYING MEMBERS, COMPONENTS OR ITEMS, SUBJECT TO FORCES OR STRESSES AND THEIR CONNECTION OR ANCHORAGE REQUIRE A DELEGATED OR SPECIALTY ENGINEER, THE FOLLOWING SYSTEMS AND COMPONENTS REQUIRE FABRICATION, AND ERECTION DRAWINGS ALONG WITH SIGNED AND SEALED CALCULATIONS BY A DELEGATED ENGINEER: - ALUMINIUM OR LIGHT GAGE STEEL, EXTERIOR WALL SYSTEMS, -GLAZING AND STORE FRONT SYSTEMS, INCLUDING MULLIONS AND CONNECTIONS -POST-TENSIONED CONCRETE MEMBERS -PREFABRICATED WOOD TRUSSES -PRECAST CONCRE�,TE COMPONENTS: WALLS, COLUMNS, JOISTS -CONCRETE TILT -UP WALLS AND COMPONENTS -SHORING AND RE-SHCRING DRAWINGS ALL. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, AS WELL AS THE DESIGN CRITERIA WHICH SHOULD NOT BE IN CONFLICT WITH THOSE SPECIFIED ON THE CONTRACT DOCUMENTS, THE APPLICABLE B,UILDING CODE NOR THE SPECIFICATIONS, IN CASE OF CONFLICT REQUEST FOR CLARIFICATION MUST BE SUBMITTED IN WRITING TO A/E, OR THE MOST STRINGENT CRITERIA MUST BE USED, SUBMITTAL MOST SHOW ALL DETAILS, PLANS AND NECESSARY INFORMATION FOR THE PROPER FABRICATION AND INSTALLATION OF SYSTEM OR COMPONENTS, CALCULATIONS AND DRAWINGS MUST CLEARLY IDENTIFY SPECIFIC PRODUCTS UTILIZED SINCE GENERIC PRODUCTS WILL NOT BE ACCEPTED, ALL SHOP DRAWINGS AND CALCULATIONS MUST BEAR THE IMPRESSED SEAL, DATE AND SIGNATURE OF THE DELEGATED OR SPECIALTY ENGINEER, IN CASE THAT COMPUTER PRINT-OUTS ARE SUBMITTED THOSE MUST BE ACCOMPANIED WITH DESCRIPTIVE INFORMATION AS OF THE INPUT AND OUTPUT FOR THEIR PROPER EVALUATION, SUCH DESCRIPTION OF COMPUTER PRINT-OUTS MUST BE SIGNED AND SEALED AS WELL WITH A NOTE INDICATING FULL ACCEPTANCE AND LIABIL17Y OVER THE RESULTS OF SAID COMPUTER PROGRAM, REVIEW BY OUR OPPICE OR OF SUBMITTAL S IS LIMITED TO VERIFYING THAT THE SPECIFIC STRUCTURAL. SUBMITTAL HAVE BEEN FURNISHED; THAT THE STRUCTURAL SUBMITTAL HAVE BEEN SIGNED AND SEALED BY THE DELEGATED ENGINEER; THAT THE SPECIFIED CRITERIA$, AND DESIGN INTENT HAVE BEEN FOLLOWED AND UNDERSTOOD BY THE DELEGATED ENGINEER� AND THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTAL IS CONSISTENT WITH THE CONTRACT DOCUMENTS, NO DETAIL CHECK OF DIMENSIONS OR QUANTITIES WILL BE MADE SINCE THIS TO BE PERFORMED BY THE GENERAL CONTRACTOR, SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL BE RETURNED NON REVIEWED, CON9FLET-9 A CERTIFIED TESTING AGENCY $HALL PERFORM INDUSTRY -STANDARD TESTING INCLUDING SLUMP TESTS AND CYLINDER BREAKS TO ENSURE CONFORMANCE WITH PLANS AND spFcIFICATIONS, SUBMIT REPORTS TO ARCHITECT AND E.NGINEER, REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO A.S,T.M, A615 GRADE 60 �Py z 60 KSI) AND CONCRETE STRENGTH $HALL BE 3000 PSI AT 28 DAYS. WELDED FIRE FABRIC SHALL BE W/6x6 W2.OxW2,0 WWF CONFORMING WITH A,S,I-,M. Ai86. TIE WIRES SHALL CONFORM WITH A,S.TM, A82 REINFORCING INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE RECENT Aci CODE� REBARS IN BEAMS, COLUMNS AND SLABS SHALL BE FULLY SECURED PRIOR TO FINAL POUR, REINPORCING STEEL SHALL BE CLEAN AND FREE FROM FOREIGN DEBRIS, NONMETALLIC COATINGS, THE REINPORCEMENT STEEL SHALL ALSO BE FREE FROM RESIDUES SUCH AS OIL, MUD, DIRT, SCALE ANY PITTING AND NICKS THAT IS MORE THAN 2% OF THE TOTAL CROSS SECTIONAL AREA OF ANY RESAR. REINFORCING STIFEL SHALL HAVE THE FOLLOWING MINIMUM CCVER� ANY CONCRETE POUR AGAINST EARTH 3" ANY FOOTINGS TOP, L907TOM AND SIDES 3 SEAMS PRIMARY REINFORCEMENT AND STIRRUPS 1,5" COLUMNS PRIMARY REINP., TIES AND SPIRALS 1.5.1 SLAB ON GRADE BOTTOM COVER 2" SLABS 1. 5 " VERTICAL BARS IN CONCRETE COLUMNS MUST BE CONTINUOUS, REBARS SHALL BE LAPPED EQUIVALENT TO 48 DIA, OF LARGER SIZE LAPPING BARS OR MIN, 30" OR OTHERWISE AS NOTED. LAPPING BARS MUST BE SECURED WITH MINIMUM WITH 3 TWIST TIES. VERTICAL COLUMN REINFORCEMENT MUST LAP WITH HORIZONTAL REBARS IN BEAMS A LENGHT EQUIVALENT 15 BAR DIA. OF LARGER SIZE LAPPING BARS OR MIN. 12" OR OTHERWISE AS NOTED, LAPPING BAR$ MUST BE SECURED WITH MIN, (21 TWIST TIES, VERTICAL COLUMN REINFORCEMENT MUST LAP WITH HORIZONTAL REBARS IN FOOTER AND SLAB A LENGTH EQUIVALENT 16 BAR Dik OF LARGER SIZE LAPPING BARS OR MIN. 12" OR OTHERWISE As NOTED, LAPPING BARS MUST BE SECURED WITH MIN. (2) TWIST TIES, CORNERS BAR$ IN CONCRETE BEAMS MUST LAP WITH MAIN BARS IN BEAMS A LENGTH EQUIVALENT TO 42 BAR DIA. OF LARGER SIZE LAPPING BARS OR MIN. 36" OR OTHERWISE AS NOTED, LAPPING BARS MUST BE SECURED WITH MIN. (4) TWIST TIES, CORNERS BARS IN CONCRETE FOOTERS MUST LAP WITH ALL MAIN F007ER REBARS A LENGTH EQUIVALENT TO 42 BAR DIA, OF LARGER SIZE LAPPING BARS OR MIN, 36" OR OTHERWISE AS NOTED, LAPPING BARS MUST BE SECURED WITH MIN� (4) TWIST TIES, CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF FORMS AND SHORING AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL. CONTRACTOR TO MAINTAIN FLOORS 100% SHORED. CONTRACTOR SHALL ERECT FORM WORK IN STRICT COMPLIANCE WITH ACI 347, PROVIDE CHAMPERS AT ALL CORNERS IN CONCRETE MEMBERS EXPOSED TO VIEW, FORM WORK TO REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED ENOUGH STRENGTH 70 SUPPORT ALL DEAD LOADS PLUS A MINIMUM OF 50 P.S,F, OF ADDITIONAL CONSTRUCTION LOAD, Fp_uNDAT ON N9TE_$ CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION, DO NOT SCALE THE DRAWINGS, GO BY 0IMENSIONS ONLY, A CERTIFIED TESTING AQENCY $HALL PERFORM INDUSTRY -STANDARD SOIL DEN11.51TY TESTS To ENSURE CON50RMANCE WITH GEOTECHNICAL SOIL REPORT, SUBMIT REPORTS 'TO ARCHITECT AND ENGINEER, THERE $HALL BE A 12 HOUR TIME DELAY FOR IMPOSING A LOAD ON A SLAB AFTER CONCRETE PLACEMENT FOUNDATION DESIGN IS BASED ON 2500 PSF NET ALLOWABLE SOIL BEARING CAPACITY� ALL REINFORCING STEEL SHALL BE GRADE 60, AND CONCRETE STRENGTH SHALL BE 3000 PSI AT 28 DAYS, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THiAN 36 BAR DIAMETERS AND REINFORCING SHALL BE CONTINUOUS AROUND ALL CORNERS AND CHANGES IN DIRECTION, CONTINUITY SHALL BE PROVIDED AT CORNERS OR CHANGES IN DIRECTION BY BENDING THE LONGITUDINAL STEEL AROUND THE CORNER 48 BAR DIAMETERS OR BY ADDING MATCHING REINFORCING STEEL WHICH $HALL EXTEND 48 BAR DIAMETERS FROM EACH CORNER OR CHANGE IN DIRECTION, COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS OTHERWISE NOTED, SEE FOUNDATION PLAN FOR TOP ELEVATION OF ALL ISOLATED COLUMN FOOTINGS AND PADS THE SOIL UNDER ALL FOOTINGS AND GROUND SLABS SHALL BE TREATED WITH AN APPROVED PRE -CONSTRUCTION TERMITICIDE TREATMENT WITH A CERTIFICATE OF COMPLIANCE ISSUED TO THE BUILDING DEPARTMENT PER FBC 1816 AND 2326.5, REINFOR ED UNIT C f.-MASONRY NOTES THE REINFORCED UNIT MASONRY DESIGN FOR 'THIS STRUCTURE IS BASED ON RATIONAL ANALYSIS PER F,B,C, SECTION 2118, 5,6�C, 2122.1 STATES THAT THE PROVISIONS O:F ACI 530-08/ASCE 5-10, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, ARE HEREBY ADOPTED AS A MINIMUM: HOWEVER, THE REOUIREMENT OF THE STANDARD SHALL NOT SUPERCEDE THE SPECIFIC REQUIREMENTS OF THIS CHAPTER, REINFORCED UNIT MASONRY SHALL BE STELL REINFORCED SOLID UNIT MASONRY OR STEEL REINFORCED GROUTED HOLLOW UNIT MASONRY. THE DESIGN OF BUILDINGS AND STRUCTURES Or: REINFORCED UNIT MASONRY $HALL BE BY PROFESSIONAL ENGINEER OR REGISTRED ARCHITECH, MASONRY UNIT $HALL CONFORM TO A,S,T,M. C90-90 AND SHALL HAV�- A MINIMUM PRISM STRENGTH OF 1500 PSI IN 28 DAYS IN ACCORDANCE WITH A.S,T,M,, E-447�84. UNITS SHALL BE A MINIMUM OF- 48% SOLID, USE TYPE "S" MORTER IN ACCORDANCE WITH A,S,T.M, C-270,92, MASONRY UNITS SHALL HAVE 3/8 FULL BEDDING, MCRTER PROTRUDING INTO CELL CAVITIES, THAI' ARE REINFORCED AND GROUTED, SHALL BE REMOVED, ALLOW MIN. OF 24 HRS FOR MORTER TO CURE BEFORE PLACING GROUT. GROUT TO BE USED IN FILLED CELLS SHALL BE OF PEA ROCK PUMP MIX WITH A MIN, COMPRESSiVE STRENGTH OF 3000 PSI IN 28 DAYS IN ACCORDANCE WITH F3,0, 2122.6.5 THE SLUMP SHALL BE 9" (;1) AND PLACE IN ACCORDANCE WITH P,B,C, 2122.6.,9.3. GROUTED CELLS WITH REINFORCING SHALL HAVE A MINIMUM IF (1) # 6 VERTICAL AT EACH CORNER, EACH SIDE OF WALL OPENINGS, AND MAXIMUM OF 4'-0" THEREAFTER, TIE BEAM AND FILLED CELLS SHALL BE PLACED IN SEPARATE LIFTS AND CONSOLIDATED As REQUIRED TO COMPLETELY FILL EACH CELL, CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL PILL�D CELLS FOR INSPECTION, REINFORCING BARS SHALL BE NEW BILLET STEEL PER A,S,T,M, A615-94, GRADE 60, LAP REINFORCING AS NOTED ON PLANS, CONCRETE MASONRY BLOCKS SHALL BE INSTALLED WITH MASONRY JOINT REINF-ORCEMENT AT OTHER COURSE. REINFORCEMENT SHALL BE CONTINUOUS WITH (2) BLOCK WIDTH LAPSE AT ENDS AND SHALL BE INSERTED INTO CELLS OR TIE COLUMNS MIN, 4" THE MINIMUM SIZE OF HORIZONTAL JOINT REINFORCEMENT SHALL BE GAUGE 9 "LADDER" TYPE 0EINFORCEMIENT. STANDING SEAM ROOFING NOTES: ALL AREAS WHERE MASTIC TO BE APPLIED SHOULD BE WIPED CLEAN WITH A MILD DETERGANT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION, ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST WEATHER TIGHT CONNECTION IN ROOF AND WALLS WHERE APPLICABLE ALL SHEET METAL ROOF PANELS SHALL HAVE STRUCTURAL QUALITY ASTM A-792, WITH A MIN, COATING THICKNESS AS PIE�R AZ-55 DESIGNATION, AND WITH MIN. Pyz60 ks! ALL SCREWS TO BE HEX HEAD, SELF DRILLING, NON CORROSIVE ALL ROOF PANEL SIDELAPS AND ENDLAPS SHALL HAVE A CONTINCUS STRIP OF MASTIC SEALER STRUCTURAL STEEL NOTE STELL WORK SHALL CONFORM TO THE A.I.S.C, SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS LATEST EDITION. STEEL TUBING SHALL CONFORM TO kS.T.M. A500 GRADE S. STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL BE A,S.T,M, GRADE A�572 Py - 50 KSI, ALL OTHER ,SHAPES SHALL BE A.S,T,M, A36, UNLESS NOTED OTHERWISE. BRACE AND MAINTAIN ALL STEEL IN ALIGNMENT UNTIL OTHER PARTS OF CONSTRUCTION NECESSARY FOR PERMANENT SUPPORT ARE COMPLETED, CPNTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY SHORING AS REQUIRED FOR THE STABILITY OF THE STEEL FRAME UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN COMPLETED AND BUILDING IS ENCLOSED, ALL W9LDINGS SHALL CONFORM TO tHE REQUIREMENTS OF THE STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION OF THE AMERICAN WELDING SOCIETY, WELDING ELECTRODES SHALL. BE E70XX- LOW HYDROGENE FOR SHIELD AND METAL ARC WELDING. SHOP WELDING AND FIELD WELDS SHALL BE PERFORMED BY CERTIFIED WELDERS ONL,Y, PRESSURE TREATED WO!QD NOTE, ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR SEPARATED WITH (2) LAYERS OF 30 LB. BUILDING PAPER. THE USE OFF CCA PRESSURE TREATED LUMBER Is PROHIBITED. FOR INTERIOR APPLICATIONS (NOT EXPOSED TO WEATHER) PROVIDE SODIUM BORATE (SBX) TREATED LUMBER, FOR EXTERIOR USE PROVIDE COPPER AZOLE (CA] OR AKALINE COPPER QUATERNARY (ACQ) LUMBER, FASTENERS AND CONNECTORS ACCEPTABLE FOR USE WITH PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED, HOT DIPPED GALVANIZED CONNECTORS SHALL MEET ASTM A653, CLASS G185 STANDARDS, HOT DIPPED GALVANIZED FASTENERS SHALL MEET ASTM A153 STANDARDS, FASTENER$ USED TOGETHER SHALL BE SAME TYPE (E,G, HOT DIPPED NAILS WITH HOT DIPPED JOIST HANGERS), TYPE 304 AND 316 STAINLESS STEEL PRODUCTS ARE REQUIRED FOR MAXIMUM CORROSION RESISTANCE, MECHANICAL FASTENER NOTES EXPANSION ANCHORS SHALL BE "POWER STUD" BY RAW[. OR "TRU-BOLT" BY ITW RAMSET/REDHEAD OR ENGINEER APPROVED EQUAL, ADHESIVE ANCHORS SHALL BE "POWER"EPOON" BY ITW RAMSET/REDHEAD OR ENGINEER APPROVED OR EQUAL. MASONRY SCREWS"TAPCON " BY ITW RAMSET/REDII OR ENGINEER APPROVED OR EQUAL POWER ACTUATED FASTENERS (PAFI RAMSET/REDHEAD , HILTI aim" BOLTS SHALL CON70RM TO ASTIM STANDARD A325, ALL BOLT HOLES SHALL BE STANDARD SIZE VVITH 1/16 INCH MAXIMUM TOLERANCE. BOLT'S TO BE HOT DIPPED GALVANIZED OR ZINC COATED, BOLTS TO HAVE WASHERS ON BOTH ENDS, WASHERS TO BE HOT DIPPED GALVANIZED OR ZINC COATED. REINFORCING STEEL: REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60 (Fy , 60KSII. WELDED WIRE PABRIC $HALL BE 6"x6"-#1Qx#10 CONPORMING WITH ASTV A185. TIE -WIRES $HALL CONFORM WITH ASTM A82. REINFORCING INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE RECENT ACI CODE, REEARS IN BEAMS, COLUMNS. AND SLABS SHALL BE FULLY SECURED PRIOR To FINAL POUR, REINFORCING STEEL SHALL BE CLEAN AND FREE FROM FOREIGN DEBRIS, NONMETALLIC COATINGS. THE REINFORCEMENT STEEL $HALL ALSO BE FREE FROM RESIDUES SUCH AS OIL. MUD, DIRT, SCALE ANY PITTING AND NICKS THAT IS MORE THAN 2% OF THE TOTAL CROSS -SECTIONAL AREA OF ANY REBAR, REINFORCING STEEL. SHALL HAVE THE FOLLOWING MINIMUM COVER: ANY CONCRETE POURED AGAINST' EARTH 10" ALL FOOTINGS TOP, BOTTOM AND SIDES 3,0" BEAMS PRIMARY REINFORCEMENT AND STIRRUPS TOP AND BOTTOM SIDES 1,15" SLAF3-ON-GRADE BOTTOM COVER SLABS 2.0" CQI_UMNS PRIMARY REINFORCEMENT, TIES AND SPIRALS 1,5" VERTICAL COLUMN REINFORCEMENT MUST LAP WITH HORIZONTAL REBARS IN BEAMS A LENGTH EQUIVALENT� TO 15 BAR DIAMETER OF LARGER SIZE LAPPING BARS OR MINIMUM 12 INCHES OR OTHERWISE AS NOTED, LAPPING BAR$ MUST BE SECURED WITH MINIMUM 2 TWIST TIES. VERTICAL COLUMN REINFORCEMENT MUST LAP WITH HORIZONTAL REBARS IN FOC)TER AND SLAB A LENGTH EQUIVALENT TO 16 BAR DIAMETER OF LARGER SIZE LAPPING BAR$ OR MINIMUM 12 INCHES OR OTHERWISE AS NOTED. LAPPING BAR$ MUST BE SECURED BY MINIMUM 2 TWIST TIES. CORNER BARS IN CONCRETE BEAMS MUST LAP WITH MAIN BARS IN BEAMS A LENGTH EQUIVALENT '70 42 BAR DIAMETER OF LARGER SIZE BARS OR MINIMUM 36 INCHES OR OTHERWISE AS NOTED. LAPPING BARS MUST BE SECURED WITH MINIMUM 4 TWIST TIES, CORNER BARS IN CONCRETE POOTERS MUST LAP WITH ALL MAIN FOOTER REBARS A LENGTH EQUIVALENT TO 42 BAR DIAMETER OF LARGER SIZE BARS OR MINIMUM 36 INCHES OR OTHERWISE AS NOTED, LAPPING BARS SHALL BE SECURED WITH MINIMUM 4 TWIST TIES, WELDING: WELDING WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE RECENT AWI CODE, WELDS SHALL BE WITH E70XX ELECTRODES. WELDING SHALL BE COMPLETED AND CERTIFIED BY A LICENSED AND APPROVED WELDER. ST9EL 1018-T -NOTES A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS, SUBMIT REPORTS TO ARCHITECT AND ENGINEER, ALL DESIGN, FABRICATION AND ERECTION OF S�TEEL JOISTS AND BRIDGING SHALL BE IN STRICT ACCORDANCE WITH THE CURRENT SPECIFICATIONS OF STEEL JOIST INSTITUDE AND REOOMMFNDED CODE OF STANDARD PRACTICE, THE ENDS OF ALL BRIDGING LINES TERMINATING AT WALLS OR BEAMS SHALL BE ANCHORED To THE WALL OR BEAM. ALL STEEL JOIST ARE TO BE CAMBERED AS SPECIFIED BY S,Jl PROVIDE BOTTOM AND/OR TOP CHORD EXTENSIONS AS SHOWN ON DRAWINGS. UNLESS NOTED OTHERWISE, MIN, JOIST BEARING SHALL BE 2 1/2" FOR K-SERIES JOIST, 4" FOR LH, DLH AND SLH 16-18, AND 6" POP SLH 19-25 ON A STEEL MEMBER OR EMBEDDED PLATE, BRIDGING $HALL BE FURNISHED AND INSTALLED TO MEET THE SIZE AND SPACING REQUIREMENTS OF THE S,J,I, STANDARD SPECIFIATIONS FOR OPEN WEB STEEL JOISTS. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTUCTION LOADS ARE PLACE ON THE JOISTS. ALL JOIST 40'-0" OR LONGER REQUIRE A ROW OF BOLTED BRIDGING TO BE IMPLACE BEFORE SLAKENING OF HOISTING LINES, OTHER JOISTS REQUIRE SIMILAR BRIDGING (CONSULT LATES S,J,I, SPECIFICATIONS) CONTRACTOR TO FURNISH HAR JOIST CERTIr-ICATIONS SIGNED AND SEALED BY AN ENGINEER REGISTRED IN THE STATE OF FLORIDA, FOR NET UPLIFTS SEE NET UPLIFT PLAN, PROVIDE UPLIFT BRIDGING. ALL ITEMS SQSPENDE�D FROM JOIST-S, (1,E,, CAT WALKS, SALCONIE, OPERABLE PARTITIONS, ETC,) SHALL BE INSTALLED AFTER DEAD LOAD HAS BEEN APPLIED. ANY STEEL JOIST WITHIN A 4'.0" DISTANCE FROM A PARALLEL SUPPORT SHALL BE FABRICATED IN SUCH A WAY THAT CAMBER OF THE JOIST NOT CAUSE A PROBLEM INSTALLING 'THE METAL DECK, TIE BEAM Rg!NF R(-,ING t4gM TIE COLUMN REINFORCING BAR SPLICES SHALL BE LAPPED 30" MINIMUM, VERTICAL REINFORCING BARS SHALL BE PLACED IN CONCRETE FILLED CELLS AND SHALL EXTEND INTO THE FOOTINGS AND INTO THE BEAM, ALL SUCH BARS SHALL BE CONTINUOUS FROM FOOTING TO TIE BEAM, AND SHALL TERMINATE AT EACH END WITH A STANDARD ACI HOOK, SPLICES IN TIP BEAM REINFORCING STEEL ON STRAIGHT RUNS SHALL BE PROVIDED BY LAPPING MINIMUM 30". SPLICES IN TIE BFAM REINFORCING STEEL AROUND CORNERS SHALL BE PROVIDED BY BENDING TWO BARS, ONE OUTSIDE TOP AND ONE OUTSIDE BOTTOM AROUND CORNER 30" MINIMUM, OR BY ADDING TWO 45 BARS, ONE OUTSIDE TOP AND ONE OUTSIDE BOTTOM WHICH EXTENDS 30" EACH WAY FROM CORNER, TIE SEAMS $HALL HAVE (4) 0 3 TIES AT 12 INCHES O,C, AT CORNERS AND AT EACH SEND AND AT 36 INCHES 0,0, ELSEWHERE, PER F.6,C. 212t2.3-2, LIGHTGAGE M 'TAL-ERAMM A CERTIFIED TESTING AGENCY $HALL BE ENGAGED TO PERFCRM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS. SUBMIT REPORTS TO ARCHITECT AND ENGINEER OF RECORD. CONNECT STEEL STUDS AND TRACKS TO A36 STEEL OR CONCRETE WITH (2) POWDER ACTUATED FASTENERS (PAF) AT EACH STUD AND CONNECT STEEL STUDS AND TRACKS TO EACH OTHERS WITH (2) 48-'18 SCREWS AT EACH STUD (TYPICAL UNLESS NOTED OTHERWISE) SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND EXTEENDS OF STEEL STUD WORK, NOTE: "POWDER ACTUATED FASTENERS P0:1 REFERS TO OA45 DIA. SHANK DOMED -HEAD, LOW VELOCITY POWDER ACTUATED FASTENERS AS MANUFACTURED BY POWERS RAWL OR APPROVED EQUAL WITH MINIMUM CAPACITIES AS POLLOWS� IN 3000 PSI CONCRETE: 1 X" PENETRATION 186# PULLOUT & 225# SHEAR IN A30 STEELi A" MATERIAL - 430# PULL�UT & 660# SHEAR (PIN MUST BE FULLY PENETRATED THE MATERIAL BY Y4'* MINIMUM) STELL STUDS SHALL MEET FOLLOWING DESIGN CRITERIA; GALV 0-20 ASTM A525, MINIMUM YIELD STRESS SHALL BE 60,000 PSI FOR 129a, 14ga, 16ga AND 33000 PSI FOR 18ga & 20ga NO STRUCTURAL MEMBER SHALL 85 CUT, NOTOHED, OR OTHERWISE REDUCED IN STRENGTH BEYOND THE SCOPE OF THIS PLAN WITHOUT CONSUL-TING ENGINEER OF RECORD, REPORT ANY 1316CREPENCIE3 TO ENGINEER IMM901ATELY CENTER OF NEW STEEL COLUMN - CENTER OF NEW PAD FOOTING ECCENTRICITY 18 NOT ALLOWED U.O.N. ALL FIELD CONDITIONS SIHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING THE CONSTRUCTION ADEOUATE VERTICAL AND HORIZONTAL SHORING $HALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING INSTALLATION Dg-SIGN CRITERIA ALL WORK $HALL COMPLY WITH THE FLORIDA BUILDING CODE 2010 EDITION ALONG WITH ALL APPLICABLE STATE AND LOCAL CODES, ORDINANCES AND REGULATIONS APPLICABLE BUILDING & DESIGN CODES: 1) FLORIDA BUILDING CODE 201Q EDITION 2) ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, THEE LATEST EDITION 3) CRSI MANUAL OF STANDARD PRACTICE, THE LATEST EDITION 41 STRUCTURAL WELDED WIRE REINFORCEMENT OF STANDARD PRACTICE, WIRE REINFORCEMENT INSTITUTE 5) ACI 530/ASCE 5 BUILDING CODE RECUIREMENTS FOR MASONRY STRUCTURES, THE LATEST EDITION DESIGN LOADS: 1) WIND DESIGN LOADS; WIND LOADING SHALL COMPLY TO ASCE 7.10 WIND VELOCITY 14 0 M P H EXPOSURE CATEGORY C RISK CATEGORY 11 INTERNAL PRESSURE COEFFICIENT 0,18 Kd - 0,85 MEAN ROOF HEIGHT 20'-0" NET UPLIFTS SHOWN HEREIN ARE BASED ON (GROSS UPLIFT) PER ASCE 7.10 ASD DESIGN (O,GW� NO FURTHER REDUCTION ALLOWED), COMPONENTS & CLADDING ZONES 1, 2 AND 1 ZONE 1 ........... ............... ........ ... I - 28,0 PSF ZONE 2, � .......... .... .. .............. ....... � - 46�O PSF ZONE3, _ ............. ......... ...... ...................... - 69,0 PSF a - END ZONE DISTANCE .......................... - - 8'� C " a a -END ZONE DISTANCE ROOF ZONES THE PRESSURES PROVIDED IN THE TABLE ARE INFORMATiON PURPOSES ONLY, IT IS APPLICABLE ONLY FOR GENERAL CONDITIONS AND DOES NOT COVER ANY SUPPORT BUILDING, REFER TO BUILDING CODE FOR SPECIFIC CONDITIONS AND REFER TO WINDOW/DOOR SCHEDULES FOR OPENING PRESSURES 2) ROOF DESIGN LOADS: ROOF LIVE LOAD 30 PSF ROOF DEAD LOAD 30 PSF ROOF DEAD LOAD FOR UPLIFT DESIGN 0 PSF SLAB -ON -GRADE LIVE LOAD 100 PSF TO THE BEST CP ENGINEER'S KNOWLEDGE. THE STRUCTURAL PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2010 EDITION TAYLAN KA'LKAN, P.E. ENGINEERING PLUS FL. PZ # 67349 & C.A. # 26538 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 (561) 756 4106 (561) 479 3743 fax Proj Mgr: AS Job Capt: AB Drawn by: AB RON BARR, AIA Rev'ci by; STATE OF FLORIDA RB AR 00 16160 6 W l- z LLJ E E� aw U. Lu k § g , 0 ge r:z F_ W J�j 1v PIN W M Fo- 2 2 Z Z u W-0 00 z6— 9 m mInzv z .11111 FUM >_ U. 6 0 �011!_ - m 0 0 d W P L) z W § W (9 Feopv)�6w-q- F_ F- W 0 0 Is 0 COPYRIC-?'HT 2012 BARR ARCHITECTURAL STUDIO L i1c IC JL 1% qf Ah Q) N U- iz 0 E (D ft Sheet TItIe: or' ME N T Rl F FEAU,rURE Irm OFFMA M I N G Scale: Date: Sheet No: 2/5/2013 1 Project. No.: owl I 1I VERIFY EXISTING J LLJ VERIFY EXISTING ------ N�LjuJ_I Lu uJ I uJ CONNECTION I-_ I i I W ;F < 1 0 L< Ln 'J EXISTING W12x40— ow im rJ3 In CID x STEEL BEAM V,I,F, x IL- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . .........fll.............. - - - - - - - - - - - - - - - - - - - - - -IYIIYI�- - - - - - 4=:,: ......... . . . . . . . . . . . I ' --- — — — — — — — — — — 0 0 now 0 m on" NO W`1_8_x5_0__�TEiL BEAM t-- - - - - - - - - - - - W18x50 STEEL BEAM TYP', NEW HSS 6"x6"xi/2 NEW HS'S 6"xiS"xl/2" NEW HSS 6"X16"x1/2" STEEL, TUBE COLUMN STEEL TUBE COLUMN STEEL TUBE COLUMN 77. SEE DETAIL 1 & 2/S-2 FOR STL, BASE PLATE INFO, 8 . .. . ................ 31'-2" SEE DETAIL I & 22 FOR V. 1. P, T 1. F, STIL, 1I PLATE INFOI 6"x16 GA VERT, METAL FRAME (a 16" O/C BETWEEN STEEL STRI (TYP,) NEW HSS 2"x6"XI/4" STEEL TUBE BEAM ABV, NEW PARAPET ENTRY FEATURE FRAMING PLAN (LEVEL 1) SCALE 3/16"0'-0'! NEW HSS 4"x4"x1,/4" STEEL TUSE COLUMN i0i Ld= I , W 0-01 8'-8 " 17 HSS 4`x4"x1/4` ZNEW HSS Lu 4"x4"XI/4" IYI UJ K TYPASTEEL TUBE _8COLUMN < uJ 00 is 3: MSS 4'.x4"x1/4" NEW HSS 4"'x4"x1/4" STEEL TUBE COLl LJ TYP TYPI I TYP Lu , Z2 S-3 NEW HSS 4"'x4"x1/4`— uJ STEEL TUBE COLUMN + Lu "X x icy III on 00 x ul x x W1801 STEEL - - - - - - - - - - aswmmxi m "WON _ffE - - 0 - - - - - - - - - - - - _CKT't_ - - - - - - - - - - - - - Jim mommomo�oomwAmn - - - - - - - - - - - ��_ - - - - - - - - - - - - - - 0 "mmum 0 a WON 0 Now m m so - - -8- 7VW37 E L K I. " L�20 L §ig V7 9 �II BEAM BEAM '_L1n1"__ BEAM NEW HSS 4`x4"0/4" 7'-10" 71-101, 7'-10" 7'-10 STEEL TUBE COLUMN V.I.F. VILF, V.I.F. V" F. NEW HISS 4`x4"x1/4"- STEEL TUBE COLUMN EXISTING STIL, BEAM TO REMAIN EXISTING STL, BEAM— I TO REMAIN EXISTING STL, TO REMAIN EXISTING STIL, BE TO I hi, m ENTRY FEATURE FRAMING PLAN (LE"V"EL 110 SCALE 3/16".V-0" EXISTING CONC./STL, BEAM TO REMAIN ............. ......... . [REMOVE EXISTING REMOVE ''REMOVE EXISTING STL. STL_: COL: EXISTING STL, BEAM DEMOLITION PLAN - - - - --------- SCALE NEW HSS 4"x4"x1/4" STEEL TUBE COLUMN EX, SLAB STL, TUBE COL, (SEE PLAN) 14"04"'x1 11/2" STL: BASE PLATE (SEE OTIL. 2/S-2) I h" NON: SHRINK GROUT & BED NEW HSS 4"x4"014" W1801 S" STEEL TUBE COLUMN BEAM IS 1 7 < Lu Cal NEW HSS 4"x4"x1/4`— uJ STEEL TUBE COLUMN u-'I I- jo < > I I co IYIar IYI NEW HSS 4"x4"x1/4"-1 STEEL TUBE COLUMN IrI J. Lu 00 NEW HSS 4"x4"x1/4":/ STEEL TUBE COLUMN V11F. NEW HAS 4"x4"xi_`L1 1/4" STEEL TUBE COLUMN W1801 STEEL BEAM "Oom a m WAN --------- -------- 7'-10" 0 V V, r F. ­,TYP, METAL FRAME IN -FILL ENTRY FEATURE FRAMING" PLAN NEW HSS 4"x4"x1/4` STEEL TUBE COLUMN (LEVEL 11) SCALE : 3/16"0'-0" NEW HSS 4"x4"x1/4"--\ STEEL TUBE COLUMN ---------- NEW HSS 4"X4"XI/4" STEEL TUBE COLUMN x x x x SLOPE 103 NEW HSS 4"x4"x114"---w- STEEL TUBE COLUMN x %X ox U) STEEL TUBE COLUMN II II I;I II II II -x x HSS 4 x4 x 1 /4 NEW HSS 4"x4`x1/4"' L V.I.F. STEEL TUBE COLUMN NEW HSS 4"x4"x1/4" STEEL TUBE COLUMN (4) 1" STAINLESS STEEL THREADED ROD "P1554 GRADE 36" MINr 12" EMBEDMENT INTO EX, CONCRETE IN SIMPSON SET ADHESIVE INJECTION! EPDXY SYSTEM OR EQUAL r-- EX, SLAB `­ EXISTING FTO, SECTION AT STEEL COLUMN BASE SCALE: N.T.$. BUILD-UP ROOF (VERIFY) ON APA 40/20, 19/32" COX EXP, 41 FIRE RETARDANT TREATED PLYWOOD SHEATHING ATTACHED TO THE METAL FRAME W/ S-12 COATED #12 SCREWS `U 4" O.C. THRU-OUT (TYP,) 6"x18 GA MTL JOISTS 101 16" C/C BETWEEN HSS FRAME (TYP, AT PEAK) HSS 4`x4"x1/4" H,SS 4"x4"xd/4-"I HSS 4"x4"xl/4" II II UI lil II II II II II II Il II P II II II II II II 19 lil II II III II II II II II II' II II II II HSS 4"x4"x1/4" I II III II II II II II I'I II II ll II II IV lil II II II II RI III I II II II II II II II If II II II II II II II II II II IP II II II. II II II I'I II II II II II UI fl 11 II HAS 4' x HSS 4"x4" SS 4' x 4 xi/4" mm4"x4 - x 1 4 - ------------- V.11F, IT, v, I. F, Yp' ,T ENTRY FEATURE FRA M I N G P L AC, (L E VE'L I V) I 11"A" SEE PLAN FOR STL, COL, SIZE AND LOCATION I_ z o Lu uJ 16"x1 1/2" STL. E PLATE �E DETAIL FOR ANCHOR BOLT DETAII, BASE PLATE DETAIL & ANCHOR BOLT DETAIL SCALE : 3/16"z1'-10" 5/16"0"0" PLATE WASHERS NEW HSS 4"x4`x1/4` STEEL TUBE COLUMN N.Q_T_L ALL THREADED RODS F1554 GRADE 36 ALL STEEL PLATES TO BE ASTM A38, 1/4" FILLET WELDS, ALL AROUND FOR PLATE AND COLUMN CONNECTIONS. ALL BOLT HOLES TO BE 1 1/8"0 FOR 1"0 BOLTS, MIN. EDGE DISTANCE TO BE 2" STEEL COLUMN TO BE CONCENTRIC ON PLATE (SEE WHERE DIFFERENT) SCALE: NTS. TAYLAN KALKAN, P.E. ENGINEIMG PLUS FL. P1 11167,349 & C.A. # 26538 JC4 19528 SEDGEMD TMMCE BOCA PATON, Ft 33498 07IV411 (561)7564106 (561)4793743Ifax Prof Mgir: Job Capt: Drams l4evi'd by: RON BARR, AIA STATE OF FLORIDA AR 0016160 0IIA 0 um 5 0 0 10_ (D 0 0_0: :11MOV 18 m ii, F- 2 z 0 CiW CL 0- Cr 0 w ui ox� z Lul 9 0 COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Sheet Title:� ENTRY FEAUTURE FiqAMING Scale: Date: Sheet No: 2/5/2013 Project. No.: Admi mmr_mm M2 5/16" PL STIFFENER U BACK SIDE OF WEB LINING WITH CENTERLINE OF CONNECTION, ATTACH w/ 1/4" FILLET WELD ALL AROUND @ (3) 3/4" DIA, A325 THRU BOLTS (T Y P1 @ STEEL BEAM (2) L 6`xFULL DEPTHx3/8" MAX, SHEAR DOUBLE STILI, ANGLE "'—(3) 3/4" DIA, A325 THRU BOLTS (TYPI STEEL BM/�TEEL BM CONNEC"TION SCALE; N.T,S, 5/8" PL STIPPNER � COL, CIL AT BEAM BRG. POINTS OVER_ 12" x 12"x 1 1/4" 'TOP PLATE STEEL COLUMNS 1/4" FILLET WELDS ALL AROUND BEAM TO TOP PLATE STEEL BEAM STEEL BEAM (SEE PLAN) ISEE PLAN) E70XX TYP;1/4 NL dv I/ 4- � L 6"'x8"x3/4"x12" LONG E70XX TYP, ­,\\:L &"x8"x3/4"x12" LONG w/1/2" STIFF, PLATES a w1112` STIPP. PLATES I* BOTH ENDS & CENTER BOTH ENDS & CENTER OF STL, COL., OF STI­, COL, HSS STL. TUBE COL, (SEE PLAN) TION AT STEEL COLUMN (MIDD.LE1 SCALE: N.T.S. CONT, 169a VERTITR (2) #12 SELF DRILLING SCR AT EACH -' W/ MIN, Y4" EDGE DISTA 3X`x16ga METAL STUDS a 16" (21 #12 SELF DRILLING SCREWS AT EACH STUD wl MINI, 3/4", EDGE DISTANCE CONT 16ga VERTITRI SECTION INFILL AT STEEL BEAM SCALE: N,T,S, A -STEEL SEAM (SEE PLANI ATTACH VERTITRACK TO STL. BEAM w/(21 0,145 DIlk PAF WITH FULL PENETRATION TO THICKNESS 0 12" O/C AND 3" AWAY FROM ENDS. NEW HSS 2"x6"x1/4" STEEL TUBE BEAM 4 CONNECT HSS 'TUBES CONNECT HSS TUBES w/L4"x4"x1/4" ANGLES w/1-4"x4"XI/4" ANGLES BOTH SIDES BOTH SIDES NEW HSS, 4"x4"xl/4" STEEL TUBE BEAM 1YP, SHEATHI 5 A- - ­­­09-u-Ta NEW HSS 4"x4"x1/4` 6"x16 GA VERT, METAL 8" GP DENS GILASS GOLD FRAME R2 16" O/C I GYPSUM SHEATHING OR STEEL TUBE BEAM (SEE DFOR ET, 3 & 4/S-3� EQUAL TO 16 GA 16" O/C CONNECTIONS WALL STUDS WITH 410xI (TYP,) 1/4" TYPE(S) S-12 COATED) BUGLE HEAD SCREWS 3/8' FROM ENDS AND EDGES AND AT 4" 0/0, PROVIDE 7/8" PROVIDE 7/8" DIA, HOLES DIA, HOLES FOR FOR 3/4" DIA. BOLTS rd 3/4" DIA, BOLTS 0 12"' O/C WITH 12" O/C WITH MINIMUM 6" MINIMUM 6" EMBEDMENT INTO CONC, 12" 12 2 EMBEDMENT INTO CCNC, TYP, TYRI 174-4 8"x8"x1/2"x C 0 NT, STL, / TOP PLATE Z 7z CONNECT HSS TUBES I/X/ CONNECT HSS TUBES vv/L4`x4"x1/4" ANGLE- A ✓w/L4"x4"x1/4" ANGLES BOTH SIDES BOTH SIDES 7 EXISTING CMU WALL 8 SIDE PARAPET WALLS SCALE: INIT.S. PROVIDE 7/8" D,IA, HOLES FOR 3/4" D1A, BOLTS WITH 10 ............. .6 MINIMUM G" EMBEDMENT INTO 4 CONC, 0 0 L, COL, L 8"x8"x1/2"x 22" PLAN) ZLONG STL, TOP BOTTOM PLATE PLATE (TOP VIEW) NOTE: - ALL EXPANSION BOLTS TO BE HILTI KWIK BOLT III OR EQUAL - ALL THRU BOLTS TO BE ASTM A325. - ALL STEEL PLATES TO BE ASTM A36, - 1/4" FILLET WELDS, ALL AROUND FOR PLATE AND COLUMN CONNECTIONS, . ALL BOLT HOLES TO BE 7/8"0 FOR 3/4''0 BOLTS, - MIN, EDGE DISTANCE TO BE 2" STEEL COLUMN TO BE CONCENTRIC ON PLATE ALL STEEL COMPONENTS SHALL BE GALVANIZED 1 /4' STL, COL, (SEE PLANI 12" . 111.61,1111 .. 2" 1 PROVIDE 7/8" DIA, L 8"x8"x1/2"x 24­ HOLES FOR 3/4" DIA. ZLONG STL, TOP BOLTS WITH MINIMUM 6" PLATE EMBEDMENT INTO CONC, BOTTOM PLATE (SIDE VIEW) STL, COL,-,! (SEE PLANI L 8"x6`x1/2`x 24" LONG STL, TOP 4" 14" PLATE � z 00 EXISTING CONC, BEAM BOTTOM PLATE (SECTION) TYP. STEEL COLUMN TO TOP OF CMU WALL CONN. SCALE : N,T-S, INSTALL STUDS :Y4," SHORT ra HEAD INTO TRACK TO ALLOW FOR VERTICAL DEFLECTION CONT, 16ga TRACK 6" GA., CONT, TRACK ?)I 1/81' DIA, RAMSET 'DER DRIVEN rENERS ra 6" O/C ACH METAL STUDS TO CK vv/(2) 012-14 METAL EW TO BOTH SIDES 1 0 EACH PISECTION) 12 GA, 6"x6" CLIP ANGLE w(2) DIA, RAMSET POWDER DRIVEN FASTENERS & (4) #12-14 METAL SCREWS TO EACH STUD (TYP. AT TOP BOTTOM OF EACH STUD) 6'x16ga METAL STUDS ra 16" C/C METAL STUD CURTAIN WALL CONN. DETAIL SCALE: N.T.S. NEW HSS 2"x6"xl/4" STEEL TUBE BEAM 6", 16" GA,, CONT. CONNECT HSS TUBES W/(2) 1/8" DIA. P w/L4`x4"x1/4" ANGLES POWDER BOTH SIDES FASTENERS 0 ATTACH METAL STI, TRACK w/(2) #12.14 TYP. H ATHING, NOTE SCREW TO BOTF 5/8" GP DENSGILASS GOLD (TYP, rt GYPSUM SHEATHING OR INTERSE EQUAL TO 16 GA 16" O/C WALL STUDS WITH 410xI 4" TYPE(S), S-12 COATED , 1"16" GA., CONTTF BUGLE HEAD SCREWS 3/8" , W/(2) 1/8" DIA. RAME, FROM ENDS AND EDGES POWDER DRIVEN AND AT 4" O/C, FASTENERS 0 6" 0/ ATTACH METAL STUD TRACK Vv/(2) 412-14 P 6"06 GA VERT, METAL SCREW TO BOTH SIC FRAME IM 16" O/C (TYP, R2 EACH (SEE DET, 3 & 4/S-3 FOR INTERSECTION) CONNECTIONS (TYP.) 6'x16ga METAL STUD; II I CONT, 16ga TI CONNECT HSS TUBES w/L4"x4"x1/4" ANGLES E30TI-I SIDES II L 8`x8"x1/2`x CONT, STL, TOP PLATE STEEL BEAM/STL. ANGLE (SEE PLANI PROVIDE 7/8" DIA, HOLES FOR 3/4" DIA, BOLTS Ja 12" 0/ C WITH MINIMUM 6` EMBEDMENT INTO, QONC, METAL STUD CURTAIN WALL CONN. DETAIL ./I EXISTING WCMUL 4 SCALE: N,T.S. ALL SECTION A —A BUILD-UP ROOF (VERIFY) ON APA 40/20, 19/32" CDX EXP, #1 FIRE RETARDANT TREATED PLYWOOD SHEATHING ATTACHED TO THE METAL FRAME W/ S-12 COATED #12 SCREWS (a 4" O,C, THRU-OUT (TYP.) 6"x18 GA MTL JOISTS IIM 16" O/C BETWEEN HSS FRAME (TYP, AT PEAK)---\ 42'-0" T.O. PARAPET (LEVEL I'M (VERIFY) HoRz, Hss 4"X4"xi/4 STEEL - TUBE CONT, OVER PARAPET (SEE PLAN) STEEL STUB COLUMN -- (SEE PLANI) L 3"x3"x1/4BRACE AT-------. FRONT FACE BETWEEN: EACH STL. COL. SIMILAR TO SIDE ELEV, (TYP,) STEEL STUB COLUMN--------_, (SEE PLANI STEEL BEAM (SEE PLAN)-- ( 111) 6" T,O, (VERIFY) STEEL BEAMLE"VEL PL 1/4"x8"x8" (TYP1- PL 1/4`x6"x8" iTYP,)- L 3"0"xl/4" BRACE AT - FRONT FACE BETWEEN EACH STL, COL, SIMILAR TO SIDE ELEV. (TYP,) L 3`0"xl/4" BRACE (TYP,) STEEL STUB COLUMN - (SEE PLAN) 23'-Q" T,O, STEEL BEAM (LEVEL 11) —(V E- R IF —Y) TYPHIE AT IN �TE 5/81, GP DENSGILASS GOLD GYPSUM SHEATHING OR EQUAL TO 16 GA 16" O/C WALL STUDS WITH #10x1 1/4" TYPE(S) S-12 COATED BUGLE HEAD SCREWS 3/8" FROM ENDS AND EDGES AND AT 4" 0/0, PL 1/4"x8"x8" (7YP.)- L 3"x3"x1/4" BRACE (TYP.1 L 3"0"x1/4" BRACE AT FRONT FACE BETWEEN EACH STL, COL. SIMILAR TO SIDE ELE-V, (TYP.) STEEL STUB COLUMN (SEE PLAN) STEEL BEAM (SEE PLAN) SLOPE—> �flx1 A VERT, AL F R\E ra 16' C TYP.) HSS 4"x4"x1/4" STIL, BRACE 1/4", X1 A VERT, R T, TAL FR\E 16'//C (TYP ( LE IVEL 1(VERIFYIT.0, STEEL BEAM TJ I I �, d/ 1-7.7.77.7.7.7 TYP, METAL TRACK '17 _--QgNN. 6", 16" GA., CONT, TRACK W/(2) 1/8" DIA, RAMSET POWDER DRIVEN FASTENERS 6" O/C ATTACH METAL STUDS TO TRACK w/(2) 012�14 METAL SCREW TO BOTH STEEL BEAM SIDES (TYP, ra EACH INTERSECTION) (SEE PLAN) CONC. FILLED STEEL 6`x16 GA METAL FRAME 0 COLUMN (SEE PLAN)—�, 16" C/C FOR CEILING SUPPORT (SEE PLAN) CONCRETE FILLED STEEL COLUMNS SHALL HAVE SOLID BOTTOM AND, TOP PLATES CUTOUT PLATES ARE NOT ACCEPTABLE, FILL WITH CONCRETE PRIOR TO PLACING PLATES, ALL FIELD BOLTS AND WELDS TO THE SHOP COAT SHALL BE SPOT PAINTED OR TREATED WITH THE MATERIAL USED FOR THE SHOP COAT, OR AN EQUIVALENT TO THE SHOP COAT, AFTER REMOVAL OF ALL OBJECTIONABLE DELETERIOUS MATERIALS, ACT URAL,q15,E,L2,� 9TECTION BELOW-QBADF BASE STEEL PLATE SHALL BE GALVANIZED AS PER ASTM A 123 SURFACES IN CONTACT WITH CONCRETE SHALL —STL, BASE PLATE BE ASPHALT COATED SEE DETAIL I 2/S-2 77 7//7 SECTION AT ENTRY FEATURE FRAMING CONNECT HSS TUBES w/L4"x4"x1/4" ANGLES BOTH SIDES w/CONT, 1/4" FILLET WELDS (TYP,I STEEL STUB COLUMN (SEE PLAN) HORIZONTAL ­ 3"x3"x1/4` BRACE SEE ENTRY FEATURE FRAMING PLAN CONNECT HSS TUBES w/L4"x4"x1/4" ANGLES BOTH SIDES w/CONT, 1/4" FILLET WELDS (TYP,I (VERIFY) Prof Mgr: Job Capt: Drawn by: RON BARR, AIA RevId by: STATE OF FLORIDA AR 0016160 Lu �,� z w F LL Fo- z 08 a uJj0 0CL E-2 z 0 ZZ06rioaa z Lu 2z. w 0 ZW8� ILL Llj�- m- 2i3O Z Lu 01 Lu w ZIM M OR kk< 0 COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO —EXISTING CMU WALL zgw L EXISTING STEEL JOIST,. AA N I gi 0 m hk�L' a IN IC EXISTING CMU WALL m z m w AIL t7 PL 1/4"x6`x16" (TYP.) 91 EXISTING STEEL JOISTS EXISTING CONC, SLAB -0 1z LL 0 ij� 4e E mom r- m cc 16 0 -0 .1 8 g 2 00 0 a. Sheet Title: ENTRY FEAUTURE I a "RAMING SCALE: N,T.8, Scale: TAYLAN KALKAN, RE. Date: Sheet No: ENGMERING PLUS 2/5/2013 FL. RE, # 67349 & C,A. # 26538 Project. Na. 19528 SEMffULD nMCI fIOCA RATAN, FL 33498 3 *7/q11 (561) 756 4106 (561) 479 3743 fax 1 I I- — - - — - - - - - I I i 1 I D YP. TL --BM- -- - - - -- -- t ) C ■ I I I ■ � I lla I Q C7 U 0L)0 W I- n_ XU]- } cn I- � J HSS 4"x4"xi/4" lal 6'-0" O/C - ---(TYP,)------ W12x45 ST L BM IW IW I� C4 C7 i coI—Qa ■ iX iO W J ;m I� HSS 4"x4"xi/4" la 6'-0" O/C (TYP.) I I I I I DESIGN NEW 1 JOIST TO I ACCOMADATE NEW LOAD ABV. G4 I I ADDITIONAL CROSS I 3"x3"x1/4"_____T BRIDGING WHERE Ij SHOWN I I REINFORCE EXISTING k JOIST —� GIRDER TO � D ACCOMMODATE FOR NEW C5 LOAD ABV. I 6 z ' O ' I I u- ' ■ LU O! I- I <o z m�0a Q I I XCn } t z! O ■ I I <cr u- i HSS 4"x4"xi/4" na W-0" O/C I Z ' z I (TYP.) ¢ . m! J I11 i ■ I W I of W O_ 1 ¢ a cp J zl ■ I i I < Ir ■ U- W ; I �I I I � � i I �- - — - — - - - — - — I - - - I C4 HSS 4"x4"xi/4" rah 6'-0" O/C (TYP.) I' I � I ; < I I;m ■'J I W I 1 w C4 1 r 1 w p� II STEEL DECK uj L,_ II ABV. (SEE .,1 DECK VERT. HSS COL. ,� w SCHEDULE) 4"x4"xi/4" X �.•. Im (TYP,) r I J W __ - ---- LOPE j , 1 I- C1.. HORZ. HSS 4"x4"x1/4" rd G1 X I 6'-01, O/C (TYP.) 1 r 5,_5„ 6'-1' .- .- 7 11" : � 7'-11" ` _ \ Cl N 12x45 STL BIVI 11 COL. Q I VERT, HSS ¢ : b W - j ; II m LL ;I I i 6"x6"xi/4" lal ca J �'W w w C4 ; cn �,sr, I VERT, HSS COL, � - C1 I 6"x6"xi/4" I L ra LO co I cxv iiVERT. x C1 I -117'- " HSS COL. 6'_g '- 1 8"x6"x1/4" fm -- - - - - -_ — 12x45 STL BM - I C1 (;1}�_— b C III VERT. HSS COL. c_, i�1 1' IC ■ 1 1 1 4"x4"x1/4" lal-- )TYP,) I VERT. HSS COL. QG 4 6"x6"x1/4" f TYP TYP. I C1 C1 1 S-5 -- -- S-5 1 o rr I I �C1 I C1 , I I PL 1/4"x6"xi$� � i I I - � � ; � I VERT, HSS COL. (TYP.) 4"x4"xi/4" fC (TYP.) i -------—-- - - - - - - - -- ----- -- - F--- �j ' I < 'W Im J I I ` I i W GO I I I 5 G1, ;u I S-5 I ,X \ci C ¢ ) 1 w I' m -1 ; °0 J ■ I I W I I I - II O 1 h7- ■ ap ■ 1 I I I PL 1/4'x6"x18" (TYP.) I VERT. HSS COL. d OD I I 4"x4"xi/4" 93 00 I 1 1 1 (TYP.) t VERT. HSS COL. Cl C1 ( 6"x6"xi/4" na REINFORCE ; J I EXISTING JOIST TO L _--______----- - - - — - — _"o ACCOMMODATE 6'-6" 7'-11" 7'-11" ;I C5 - �- FOR NEW N 5 LOAD ABV, C1 C1 _ W12x45 STL BM 11 VERT, HSS COL. SEE DET, - I ..�.. ..� .�.. — .. I $"x6"x1/4" III ' I 1,2,3/S-9 ' C1 �___ I VERT. HSS COL, \� C4 I6"x6"xi/4" na PROVIDE NEW L I m tv + w I 6"x10"xi/2" ANGLE m FOR PARAPET w \' I Iw I WALL SUPPORT \ / +\ WI- ABV. REINFORCE X (n ; U) I - I EXISTING JOIST TO r-= to 00 1 , 0 I ACCOMMODATE I X i- + j i 1 11 X ao I X FOR NEW LOAD - - \- - VERT. HSS COL, © I ABV. SEE DET. \ / C1 �sr..li 11 6"x6"xi/4" CN 1 W12x45 STL BM I 1,2,3/S-9 X AlEl W12x45 STL BM : ;I ______________ HSS ' 4"x4"x1/4" n i I ' 6'-0" O/C l I (TYP.) ; g 4 uj I I Q 00 0 � •; m I ' O Z) I i I 00 H_ , l W X�: 'I W (� Pzr 1+1 I x I N ■ T I � ■ I __ - - -1- ------ ---_----- TYP. 12x45 STL BMC-- q 4 S-9 i ADDITIONAL i CROSS 1 3"x3"xi/4" BRIDGING WHERE SHOWN 1 I R ,�I— \ I FC PLA!--3L I AMIN I I -i I I III EATURE �I�„ \�._ (LEVEL 1) SCALE : 1/8"=1'-0" Gi C1 ------------------ C1 C4 I / v ', ', :', VERT. HSS COL. �( X ,'.: i7,, . ,'.. '• . '• . ;• I 4"x4"xi/4" lal in ¢ (TYP.) w m HORZ. HSS � w , I C:1 W ' 4"x4"xi/4" fal a] LC)WE'. W I- 6' 0" O/C J (TYP.) w ; X ;�I I. ■ I - TL BN1:�- - — - --- -- .W12x45 STEEL DECK ABV, (SEE DECK SCHEDULE) r f ------- -- -- -- i - - - -- ----- ENTRY F-EATURE (LEVEL 11) SCALE : 1/8"=V-0" I I -)--VERT. HSS COL. I 4"x4"xi/4" ra I I I I 1 (TYP.) t I ' ICn C7 X . ■ i O 1 °D VERT. HSS COL. ro � I SLOPE x I , N 4"x4"xi/4" frd I (TYP,) I HORZ. HSS I 6 4"x4"x1/4" fl as 6'-0" O/C I ', I (TYP.) ■ I 1 ■ co I 1 ■ C1. I f. it i ' ;Oj• .'' ' • W12x4aTL. BM C jl I VERT, HSS COL, 8"x6"x1/4" fib 6'-9" I � _ VERT. HSS COL, I J I r 6"x6"xi/4" fa i SLOPE ;< i- I I IW , Im } WI w IF - I r 1 ■ a ;I x VERT, HSS COL, 6"x6"0/4" fal I ,Ir 1 .. 12 x 4 STL B -, - �------ -`JI I J I 7'-11" 1 I I I ; STEEL DECK 1 HORZ. HSS ABV, (SEE DECK 4"x4"xi/4" fco SCHEDULE) O/C 1 (TYP,) I I I 1 I n 11 1 I I III I I ; I I III 1 III;) 1 I Io1 ;I _ ----_---_--_-- -------- A I � I i I E1611TRY I\I,I \ PLAN I FEATURE C(LEVEL 111) SCALE : 1/8"=1'-0" 1 I r TM T _—_—_—_—_ W11_H_11LLH -- ----------------- I lol II 1 I I III I I III I i I Ili I I I 1 I I I I ; I I I SLOPE 1 I i I I I I I I I I I I I I f==-- 1 I I II II II I 11 I I it II � 6"x18GA MTL VERT._ I STUDS ra 16" 0/0 BETWEEN COLUMNS (TYP, AT PARAPET) 6'-5" 1 Cl C1 I i VERT, HSS COL. 4"x4"x1/4" Id (TYP.) I 1 1 I I I I I I I I I I VERT, HSS COL. 4"x4"xi/4" fo I (TYP.) -- — - - - -- - - -- ci _ I \ SLOPE L___ II I I ,I I I I I 1 1 1 6'-0" 6'-0" 5'-6"I I I I I I C1 C1 r--� s =�" I� W8x31 STEEL BEAM- 1-- (BELOW) II II I HSS 4"x4"x1/4" HORZ, I ; (ABV. fd PARAPET TOP) L1_-- . oo 41 TYP. VERT. HSS COL. 4"x4"xi/4" la I o (TYP.) I -co, I I I ISLOPE Ci i I ■ i I VERT. HSS COL, 4"x4"x1/4" 0 ----- (TYP.)- O I w - ; co a i I < I O� I d w I m W `< ' I ' I oa II W ■ i 1 WO ■ � I f SLOPE ;1 Xr I I OD X , 9 1 T O x 6"x18GA MTL VERT. u) 1 STUDS k� 16" O/C W 1 BETWEEN COLUMNS z1 (TYP. AT PARAPET) I VERT, HSS COL. i 4"x4"xi/4" f-la (TYP.) C1 ' , 1 I (BELOW) 1 1 IF HSS 4"x4"xi/4" HORZ, II ABV. fal PARAPET TOP ' C1 Cl Cl _ I 6'-0" 6'-0" 5'-6" I II I 6"x18GA MTL VERT.- Y I I STUDS 0 16" O/C SLOPE BETWEEN LU CO MNS , II I (TYP, AT PARAPET) - } - - EE T R C I I ;C FRAMINU" PLAN (LEVEL IV) SCALE : 1/8"=V-0" Prof- Mgr- JU Job. capt. SG Drawn bg JT RON BARR, A.I.A. Revd bg STATE OF FLORIDA R8 AR 0016160 (z Q z 6 Z� z ym o ci a O O U W FZ- _ 0) z n z 0 C, g 4 s 0 W j m W 6 w rn 0 m z Z W C) W w F O F- LL w W Oz m W af x0 W z z w z rn z b w WW 'W"C7 I - a � ¢ d w z o o W F 0 W U O w Z O z QQ O a.Q 0 0 > U 0 IL U 0 U IV O U F rn W p w 0 OO F E 0 1= 0� 1= �°n I� o w c=� U °z COz z U�¢ z Q COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO mmmmma latons- F CADFILE No. � � V I M J ' r v W "rl V1 T � t11 h� N V L 0N � M 0 C Lrn :3 I = -� N c a:N 0 o >qt 4mj *a m to 0 ca ti L IY o M� N� L W CV � r � a� +0y n Lf) � a 0 S— M TAYLAN KALKAN, P.E. ENGINEERING PLUS FL. P.E. # 67349 & C.A. # 26538 19528 SEDGEFIELD TERRACE j BOCA RATON, FL 33498 (561) 756 4106 (561) 479 3743 fax scale; Dates: Sh mt No. 12-26-2012 Project No. 12-027 ,_4 PROVIDE RECESS AS REQUIRED (AS ARCH. PLANS) 12"x12" THICKENED EDGE AT OPENING W/ (2) #5 CONT. 0'-0" T,O, SLAB FILLED CELL W/\\j (1) #5 0 24" X O/C MAX, w �X\// r ¢ j�%j 6" CONC. SLAB (SEE PLAN) / • . •;: .p 2'-4" W x 16" D CONT. STEM •• : ' g. �,;.• ,; ��j\ WALL CONC. FOOTING w/ (4) / ". •..., #5 REBARS CONT. BOT. AND ,�.• •• .\/� ' •.'. �' .d �// #5 TRANSV, BARS IU 12" O/C TYPICAL STEM WALL FOOTING @ EXT. OPENINGS SCALE: N,T.S, (LEVEL IV) 42'-0" T.O. PARAPET ,114 (VERIFY) HORZ, HSS 4"x4"x1/4 STEEL — TUBE CONT. OVER PARAPET (SEE PLAN) STEEL STUB COLUMN (SEE PLAN) STEEL BEAM (SEE PLAN T.O. LE \ /E L III) STEEL COLUMN � y (VERIFY) (VERIFY) STEEL STUB COLUMN (SEE PLAN) L 3"0"xl/4" BRACE AT FRONT FACE BETWEEN EACH STL. COL. SIMILAR TO SIDE ELEV, (TYP,) L 3"x3"x1/4" BRACE AT -- FRONT FACE BETWEEN EACH STL. COL, SIMILAR TO SIDE ELEV. (TYP,) PL 1/4"xB"x8" (TYP.) (LEVEL I I ) STEEL COLUMN (VERIFY)O. PL 1/4"x8"x8" (TYP.) TYP. SHEATHING NOTE 5/8" GP DENSGLASS GOLD GYPSUM SHEATHING OR EQUAL TO 16 GA 16" O/C WALL STUDS WITH #10xl 1/4" TYPE(S) S-12 COATED BUGLE HEAD SCREWS 3/8" FROM ENDS AND EDGES AND AT 4" O/C. J L 3"0"xi/4" BRACE (TYP,) < O w STEEL STUB COLUMN (SEE PLAN) L 3"x3"xl/4" BRACE AT FRONT FACE BETWEEN EACH STL. COL. SIMILAR TO SIDE ELEV, (TYP.) HSS 6"x6"xi/2" STL, BRACE BETWEEN COLUMNS PL 1/4"x8"x8" (TYP.) - L 3"x3"xi/4" BRACE (TYP.) L 3"x3"xl/4" BRACE AT----' FRONT FACE BETWEEN EACH STL. COL, SIMILAR TO SIDE ELEV, (TYP,) STEEL STUB COLUMN \� (SEE PLAN) (LEVEL I) 13'-6" T.O. STEEL COLUMN DRILL 6" INTO EXISTING BEAM AND SET 2 # 5 X 30" DOWEL IN HILTI HT-HY 150 OR EQ, EPDXY GROUT NEW CONC. TIE BEAM EXISTING BEAM (SEE PLAN) I NEW CONC, STARTER COLUMN (SEE COLUMN SCHEDULE) 4 VERIFY DRILL 5" INTO EXISTING WALL AND EXISTING SET # 5 X 12" DOWEL IN HILTI 4 FILLED CELL, HT-HY 150 EPDXY GROUT OR EQ. IF NOT AT 18" 0. 0. EXISTS, ADD PER DETAIL 4 MIN, 48" BAR OVERLAP #5 x 42" LONG DOWEL. DRILL MIN, 12" INTO EXISTING ° as CONC. DRILL THROUGH CENTER OF EXISTING CONC. CURB AND SET w/HILTI HIT-HY 150 EPDXY -TIE EXISTING ANCHORING ADHESIVE OR EQUAL MASONRY PROVIDE HOLE WITH 3/4" DIA. DRILL BIT WALL (SEE ADHESIVE ANCHORING INSTALLATION NOTE), NEW CONC, FOOTING (SEE PLAN) <4 DRILL 6" INTO EXISTING BEAM AND SET 2 # 5 X 30" DOWEL EXISTING FOOTING IN HILTI HT-HY 150 OR EQ. EPDXY GROUT CONCRETE START-UP COLUMN DTL. SCALE: N.T.S. 'x16 GA VERT. METAL FRAME fill 16" O/C (TYP.) STEEL BEAM (SEE PLAN) HSS 6"x6"x1/2" STL. BRACE BETWEEN COLUMNS 1/4" PL 1/4"x6"x18" (TYP.) (VERIFY) STEEL BEAM (SEE PLAN !�;; STEEL BEAM (SEE PLAN) !., HSS STEEL TUBE FRAME Iy' BEYOND (SEE PLAN) CONC, FILLED STEEL COLUMN (SEE PLAN) CONCRETE FILLED STEEL COLUMNS SHALL HAVE SOLID BOTTOM AND TOP PLATES CUTOUT PLATES ARE NOT ACCEPTABLE, FILL WITH CONCRETE PRIOR TO PLACING PLATES. 6"x16 GA METAL FRAME Irl 16" O/C FOR CEILING f. r SUPPORT (SEE PLAN) MIN. 4"x4"xl/4" CONT, STL, ANGLE w/1/2" DIA NELSON STUDS fd 24" O/C EMB. INTO CONCRETE FILLED CELL W/ 3/4" • ° (1) #7 rd 16" O/C MAX. .'° w/STD ACI HOOK AT FOUNDATION X Z g a 8" CMU WALL O W 3/4" STUCCO (MIN 2 COATS) DRIVEWAY SEE ARCH, FOR SPEC'S #9 GAGE HORIZONTAL, 4 LADDER TYPE, JOINT REINFORCING, 16" O.C. VERT. j j'jj z (TYP.) STEEL DECK ABV. (SEE DECK i SCHEDULE) 6 x16 GA VERT. METAL HSS STEEL TUBE FRAME 110 16" O/C FRAME BEYOND (TYP.) (SEE PLAN) STEEL BEAM (SEE PLAN) PL 1/4"x6"x18" (TYP,) STEEL BEAM (SEE PLAN HSS 6"x6"x1/2" STL. \ BRACE BETWEEN COLUMNS 1/4" TYP, METAL TRACK CONN, 6", 18" GA., CONT, TRACK W/(2) 1/8" DIA. RAMSET POWDER DRIVEN FASTENERS fla 6" O/C ATTACH METAL STUDS TO TRACK w/(2) #12-14 METAL SCREW TO BOTH SIDES (TYP. fal EACH INTERSECTION) ALL FIELD BOLTS AND WELDS TO THE SHOP f . COAT SHALL BE SPOT PAINTED OR TREATED WITH THE MATERIAL USED FOR THE SHOP COAT, I: OR AN EQUIVALENT TO THE SHOP COAT, AFTER D, REMOVAL OF ALL OBJECTIONABLE DELETERIOUS MATERIALS, STRUCTURAL STEEL PROTECTION BELOW GRADE BASE STEEL PLATE SHALL BE GALVANIZED AS PER f >. ASTM A 123 SURFACES IN CONTACT WITH CONCRETE SHALL BE ASPHALT COATED .� STL. BASE PLATE (SEE PLAN) SAW -CUT EXISTING SLAB ' TO ACCOMMODATE NEW EXISTNG CONC. SLAB CONCRETE PAD FOOTING NEW CONCRETE PAD FOOTING STEEL STUB COLUMN (SEE PLAN)i PL 1/4"x6"x18" (TYPJ #7's Ito 16" O/C MAX. w/STD 36" ACI HOOK INTO SLAB (3) #5 CONT, DOUBLE WIRE MESH (SEE PLAN) 3'-0" FROM EDGE 6" CONC. SLAB (SEE PLAN) FINISH FLOOR LINE \ 1 -0", /\/jX/\\ ,MIN, 48" BAR OVERLAP /////. \v\v\v\v\v\\\\\ \//\/ /WALL FOOTING/ //✓ 4. TYP. SECTION AT NEW LOADING DOCK SCALE: N.T.S. STEEL STUB COLUMN (SEE PLAN) i i HORIZONTAL L 3"x3"xi/4" BRACE SEE ENTRY FEATURE FRAMING PLAN ON SHEET S-3 LEVEL II DOUBLE ANGLE BOLTED SHEAR CONNECTION (TYP,) 6"x16 GA VERT, METAL FRAME fat 16" O/C STEEL STUB COLUMN (TYP,) (SEE PLAN) HSS 6"x6"xi/2" STL, BRACE BETWEEN COLUM i i OIL 19'-2" T.C. EXISTING CONC, TIE BEAM Y (VERIFY) h HORIZONTAL L 3"x3"xl/4" BRACE SEE ENTRY FEATURE FRAMING PLAN ON SHEET S-3 LEVEL II PROVIDE NEW L 6"x10"x1/2" STEEL ROOF JOISTS ANGLE FOR PARAPET WALL SUPPORT ABV. REINFORCE EXISTING JOIST TO ACCOMMODATE FOR NEW LOAD ABV. (WHERE APPICABLE) 13'-6" BOT, OF NEW STEEL BEAM (VERIFY) NEW STOREFRONT WINDOW/DOOR SYSTEM SEE PLAN AND MANUFACTURER'S SPECIFICATION ISTNG CONC, SLAB EXISTING CONCRETE PAD FOOTING SECTION AT ENTRY FEATURE FRAMING 1 SCALE 3/8"=1'-0" ADDITIONAL CROSS 3"x3"x1/4" BRACINGS WHERE SHOWN (SEE PLAN) RAILING (PROVIDE SHOP DRAWING) TYP. RETAINING WALL SECTION AT LOADING DOCK SCALE: N.T.S. 1,-MI, PROVIDE 7/8" DIA. ` .ES FOR 3/4" BOLTS WITH MUM 6" iEDMENT INTO JC, v 00 n'v BOTTOM PLATE PLATE (TOP VIEW) NOTE: - ALL EXPANSION BOLTS TO BE HILTI KWIK BOLT III OR EQUAL - ALL THRU BOLTS TO BE ASTM A325, - ALL STEEL PLATES TO BE ASTM A36, - 1/4" FILLET WELDS, ALL AROUND FOR PLATE AND COLUMN CONNECTIONS. ALL BOLT HOLES TO BE 7/8"0 FOR 3/4"0 BOLTS. - MIN. EDGE DISTANCE TO BE 2" - STEEL COLUMN TO BE CONCENTRIC ON PLATE - ALL STEEL COMPONENTS SHALL BE GALVANIZED STL. COL. (SEE PLAN) '-109 2" 11-6,„,1 2„ PROVIDE 7/8" DIA, L 8"x8"x1/2"x 24" HOLES FOR 3/4" DIA. ZLONG STL. TOP BOLTS WITH MINIMUM 6" PLATE EMBEDMENT INTO CONC. BOTTOM PLATE (SIDE VIEW) STL. COL. (SEE PLAN) 8" L 8"x8"x1/2"x 24" LONG STL. TOP � 4" 4" PLATE I EXISTING / CONC. BEAM BOTTOM PLATE (SECTION) TYP. STEEL COLUMN TO TOP OF CMU WALL CONN. NEW HSS STEEL COLUMN FOR FRONT ENTRY FEATURE SUPPORT FRAME (SEE PLAN FOR LOCATIONS) EXISTING CONCRETE TIE BEAM AND EMB. PLATE FOR STEEL ROOF JOISTS DRILL MIN, 6" INTO EX. CONC. AND SET w/HIGH STRENGTH EPDXY GROUT KNOCKOUT EXISTING CMU WALL TO INSTALL SHORING BEAMS (MAX, 4'-0" O/C) AFTER SECURING THE STRUCTURE WITH TEMP. SHORING, PLACE NEW 8" CMU WALL AFTER INSTALLATION OF NEW STEEL BEAM. REINFORCE w/#5's rd 24" O/C IN GROUTED CELLS, TACK WELD STD REBAR HOOK TO STEEL BEAM. SEE DET, 5/S-9 3/4" DIA, NELSON STUDS fcat 24" O/C SHORE & JACK EXISTING DEFLECTING ROOF STRUCTURE DURING INSTALLATION OF NEW STEEL BEAM, USE PRECAUTION DURING THE OPERATION, AVOID SUDDEN AND HIGH IMPACT LOADING DURING INSTALLATION THAT MIGHT DISMANTLE OR DAMAGE STRUCTURAL COMPONENTS NEW STEEL BEAM ABV. NEW STORE FRONT WINDOW/DOOR SYSTEM (SEE PLAN) SECTION SCALE N.T.S. EXISTING CMU PARAPET WALL. SAW -CUT AT NEW STEEL COLUMN LOCATIONS 19'-2" T,O, EXISTING CONC. TIE BEAM (VERIFY) � 3 S-4 TEMP. STRINGER SHORING BEAM (SEE SHORING PLAN) EXISTING STEEL ROOF JOISTS r,( ?'` TEMP, STRINGER SHORING BEAM (SEE SHORING PLAN) SHORE & JACK EXISTING DEFLECTING ROOF STRUCTURE DURING INSTALLATION OF NEW STEEL BEAM, USE PRECAUTION DURING THE OPERATION, AVOID SUDDEN AND HIGH IMPACT LOADING DURING INSTALLATION THAT MIGHT DISMANTLE OR f DAMAGE STRUCTURAL COMPONENTS NEW STOREFRONT WINDOW/DOOR SYSTEM SEE PLAN AND MANUFACTURER'S SPECIFICATION NEW CONC. SLAB (SEE PLAN) NEW CONT. CONC. WALL FTG. (SEE PLAN) SCALE 3/8"=V-0" TAYLAN KALKAN, P.E. ENGINEERING PLUS FL. P.E. # 67349 & C.A. # 26538 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 (561) 756 4106 (561) 479 3743 fax 1/4" ti Pro j. Mgr. JU Job. capt- SG Drawn bg JT RON BARR, A.I.A. Rev'd bg STATE OF FLORIDA REi AR 0016160 z O w z p z Q= a i (WJ F F O Z F O W U Q O F- W O !~= z W U W Q I=- 2 O Z U U W 0 a ! 5{ 8z z o p m w p W z 0 F- LL W= z O O Q p = F U W z o- a p z w i 0 p 0 O Q r� W p rn a C9 Z U U= z U u> w W 0 F- D YQQ Z'10 O W O} O r } (_] U ti Z $� W W z F O S [n Z g O W d X w Q ui g W O 0 0 O W H U U W O D U U p W 0 Lu l U U U Z T z FT U W~ 2 OU � � 0 O � © COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO I u J I L Revislone: CADFILE No. F� � A VA M IV W* I� 12� a � I") I04 O H N H Shoat Title Scale; Deter: Sheet No. 12-26-2012 Project No. 12-027 S..,5 JU OVERSIZE HOLES AND PLATE WASHERS FOR BASE PLATES BOLT DIAMETER HOLE DIAMETER PLATE WASHER BOLT DIAMETER HOLE DIAMETER PLATE WASHER 3/4" 1 5/16" 5/16"x3"x3" 1 1/2" 2 5/16" 7/16"x5"x5" 7/8" 1 9/16" 5/16"x3"x3" 1 3/4" 2 3/4" 7/16"x5"x5" 1" 1 13/16" 3/8"x4"x4" 2" 3 1/4" 1/2"x6"x6" 1 1/4" 2 1/16" 3/8"x4"x4" 2 1/2" 3 3/4" 1/2"x6"x6" STEEL COLUMN / BASE PLATE SCHEDULE MARK COLUMN SIZE BASE PLATE ANCHOR BOLT REMARKS A I B T E D HSS 4"x4" 8" 8" 3/4" - - STUB COL, HSS 5"x5" 12" 12" 3/4" 10" 3/4" GALV. HSS 6"x6" 14" 14" 1" 13" 1" GALV. HSS Wx8" 16" 16" 1 1/2" 13" 1" GALV. HSS 10"x8" 18" 16" 1 1/2" 13" 1" GALV. NOTE 1: ANCHOR BOLTS SHALL BE ASTM A36 U.N,O, THREADED EACH END WITH NUT AT BOTTOM, TACK WELDED SECURE, PLATE WASHER AT BOTTOM NUT SHALL NOT BE REQUIRED. CONFORM TO CHART ft DOWN FOR EMBEDMENT, UNLESS NOTED OTHERWISE IN SCHEDULE ABOVE. BOLT TYPE MATERIAL MINIMUM EMBED, LENGTH MINIMUM EMBED. EDGE DISTANCE A307, A36 12d 5d > 4 IN. A325, A449 17d 7d > 4 IN, BASE PLATE DETAIL N.T.S. "d" (BOLT DIA) PLATE WASHERS (SEE SCHEDULE p wzn FOR SIZE) 0= cr z cn,7 (3) HEX NUTS `_ PER BOLT T/CONC z Lu NOTES: 2 w n Lu 1. ANCHOR BOLTS SHALL BE ASTM F1554 (GRADE 36) UNO, m THREADED EACH END w/NUT AT BOTTOM, TACK -WELDED it SECURE, PLATE WASHER AT BOTTOM NUT IS NOT REQD. 23 w CONFORM TO CHART FOR EMBEDMENT UNLESS NOTED N OTHERWISE, TACK z OR PEEN m � 2. MAX. EMBEDMENT "E" = (FTG THICKNESS) - 5". B/GONG 3. PLATE WASHERS SHALL HAVE HOLE w/DIAMETER ANCHOR BOLT DETAIL EQUAL TO BOLT DIAMETER + Ys N T.S. ANCHOR BOLT & BASE PLATE DTL. SCALE: N.T.S, Fyd��s\�I TIE -BEAM REINF DOWELS W/ST HOOK TO MATCH VERT, REINF. TYPICAL TIE COLUMN DETAIL SQUARE EDGE JOINT (RUB FINS OFF 1st POUR BEFORE 2nd POUR IS MADE) LATER SAWCUT JOINT 1" DEEP TO PROVIDE GROOVE FOR SEMI -RIGID EPDXY. SEE NOTES. TYP, "SAW -CUT", Ye"xY4"SLAB DEPTH w cs NOTES: 1. USE SMOOTH DOWEL w/PROJECTED NOTES: 1, CUT WITHIN SAME DAY OF SLAB PLACEMENT END COATED TO PREVENT BOND. 1. SEMI -RIGID EPDXY SHALL BE SEE SCHEDULE BELOW. 2. PLACE REINF, Y SLAB DEPTH FOR SLABS PROVIDED IN CONSTRUCTION & GREATER THAN 5". 1 X" CLR FOR SLABS 5". SAWCUT JOINTS, EPDXY SHALL 2. REINF. NOT SHOWN FOR CLARITY. _ BE MM80 BY DISCONTINUE REINFORCEMENT ftd JOINT. 3. SEE SEMI -RIGID NOTES THIS DTL. METZGER/MCGUIRE OR EUCO 700 BY EUCLID. SAWCUT JOINT 2. CONCRETE SHALL AGE A MINIMUM OF 45 DAYS. CHASE THE JOINT WITH A CONCRETE SAW AND BLOW CLEAN W/COMPRESSED AIR 3, USE BACKER ROD TO CREATE VERTICAL DAM AT EACH END OF THE LEG TO BE FILLED. DO NOT USE BACKER ROD AT THE BOTTOM OF THE JOINT. 4. LEAVE THE SURFACE CROWNED AND GRIND FLUSH SMOOTH DOWEL SCHEDULE SLAB DEPTH (IN) DIAMETER (IN) TOTAL LENGTH (IN) SPACING C/C (IN) 5 6/8 12 12 6 3/4 14 12 7 7/8 14 12 8 1 14 12 9 11/8 16 12 10 11/4 16 12 AFTER IT HAS HARDENED, CONSTRUCTION JOINT - DOWELLED r,_-�SLAB ON GRADE DETAILS SCALE: N.T.S. TYP, 3/16" 2 1/2 REINF. SEE PLAN — w TOP BAR IF CALLED OUT IN SCHEDULE SEE FDN SCH FOR SIZE & REINF. MONOLITHIC FOOTING BUILT UP ROOF SYSTEM ON METAL DECK. SEE PLAN ALL POINTS OF FOR GAGE AND CONTACT 1/4"ATTACHMENT. STEEL JOIST -SEE PLAN OIL JOIST BRG, ELEV, SEE PLAN JOIST GIRDER (SEE PLAN) L2x2x3/16 MIN, BOT. CHORD BRACING TO BE SPECIFIED AND SUPPLIED BY JOIST GIRDER MANUF, IN ACCORDANCE WITH SJI REQUIREMENTS UPLIFT BRIDGING SECTION @ JOIST BRG TO JOIST GIRDER SCALE; N.T.S, )ATION J TOOTING SCALE: N.T.S. STEEL BEAM (SEE PLAN) PL 3/4"x10"x10" (4) 3/4" DIA. BOLTS (TYP.)—_ E70XX TYP. 1/4" L 3"x3"xi/2"x10" LONG w/1/2" STIFF. PLATES 15 BOTH ENDS & CENTER OF STL. COL. (TYP.) DRILL 7" INTO EXIST CONC, BEAM ABV. SAW -CUT AND CAREFULLY AND FTG. BELOW REMOVE INT. FACE AND AND SET #5 x 4'-0" WEB OF EXIST. 8" CMU DOWEL, SET WITH HIGH STRENGTH #7 IN GROUT EPDXY GROUT FILLED CELL FILLED CELL DTL AT EXIST. CMU WALL DRILL 5" INTO EXIST. SLAB AND SET #4X12" EPDXY GROUT 18" 0. 0. EA. SI STAGGERI XISTING SLAB & SOIL STOP VERTICALS 2" FROM TOP OF WALL. PROVIDE STD ACI HOOK, TYP. HORIZONTAL JOINT REINF, EVERY OTHER COURSE, TYP. z w � U <C � o � ao Q 't J STD HOOK a 5/16" PL STIFFENER rN BACK SIDE OF WEB LINING WITH CENTERLINE OF CONNECTION. ATTACH w/ 1/4" FILLET WELD ALL AROUND NMI VERTICAL BAR CENTERED IN FILLED CELL DOWELS SAME AS VERTICAL BARS REINF. BAR LAP #5 30" #6 36" #7 42" #8 48" a a CONT. FOOTING o (SEE PLAN)41 d Q. 4 Ll a TYPICAL CMU FILLED CELL A SCALE; N.T.S. PROVIDE MIN. 12" WIDE TRENCH FOR NEW PIPES OR CONDUIT. NEW CONC. FILL W/ ONE LAYER 6"X6" 1.4W/1.4 W.W.M. & MIL VAPOR BARRIER FLUSH W/ FINISH FLOOR, FOUNDATION NOTES: 1. PROVIDE MINIMUM 2500 PSI CONCRETE FOR PLUMBING TRENCHES. 2. AFTER COMPLETION OF UNDERGROUND PLUMBING WORK PROVIDE CLEAN COMPACTED TERMITE TREATED FILL PRIOR TO SLAB REPAIR. TYP. SLAB REPAIR DETAIL 6 SCALE: N.T,S, 5/16" STL. STIFFENER PLATES AT CENTERLINE OF STEEL COLUMNS ON BOTH SIDES (TYP,) —10"x10"x3/4­' CAP PLATE SECTION VIEW 1/4" FILLET WELD ALL AROUND STEEL COLUMN (SEE PLAN) STEEL BEAM (SEE PLAN) 5/16" STL, STIFFENER ^PLATES AT CENTERLINE OF STEEL COLUMNS ON BOTH SIDES TYP. STEEL COL. TO STEEL BEAM CONNECTION SCALE: N.T.S, 16"x12"x3/4" EMB, STL, PLATE w/(10) 3/4" DIA, X 6" HEADED STUDS (2) 3/4" DIA. A325BOLTS IN LSL HOLES, FINGER -TIGHTEN THEN PEEN THREADS ° ° YP. 1/4" 4 A A Y CL PL N 1/41'„ N m ° . /4„ W10x39x6" LONG J( w q PL 3/4"x6X0'-6" O 4r I N CL PL I 16"x12"x3/4" STL. PLATE a.. w/(6) 3/4" DIAM. X 6" JST. GIRDER EXP. BOLTS NOTE: NO WELD SEE FRAMING PLAN (3 EACH SIDE) DIMENSIONS " BASED ON 6" DEEP SHOE 1/4" 3 A' 12"x12"x3/4" EMB. STL, PLATE w/W 3/4" DIA. X SECTION A -A 6" HEADED STUDS JOIST GIRDER EXTERIOR CMU WALL CONNECTION SCALE: N,T.S, SCALE: N.T,S, SECTION rla BLOCK OUT SCALE: NTS SECTION @ BLOCK OUT SCALE: N.T.S. JOIST (2) 3/4" DIA, A325 GIRDER BOLTS PER GIRDER BOLTED TIE / JOIST PER SJI & OSHA) (3) 3/4" DIA. A325 THRU BOLTS (TYP.) STEEL BEAM �IIIIlls, 121 L 6"xFULL DEPTHx3/8" MAX. SHEAR DOUBLE ST ANGLE � 0 (3) 3/4" DIA. A325 THRU BOLTS (TYP.) STEEL BM/STEEL BM CONNECTION JOIST 1/4" 3TYP. 1/4" UPLIFT BRIDGING 3„ PER S,J,I (ANCHORED a ENDS) STABILIZER PL 3/x4x0'-7" (DO NOT WELD TO BOT, CHORD), PROVIDE 13/16" DIA. HOLE FOR GUYING/PLUMBING CABLES CAP PL 3/4" x (GIRDER SEAT WIDTH STL. COL. (SEE PLAN) OR COL SIZE ((WHICHEVER IS GREATER) + 1" ) x (COL SIZE + 6") SECTION AT JST. GIRDER TO HSS COLUMN ALL CONTACT PT, TYP, JOIST BRG. ELEV. SEE PLAN TIE BEAM SEE PLAN 8" CMU SCALE; N.T,S, CONT. L 4"x4"4" w/ %" DIA. EXP. BOLTS 5 16" O.C, INTO TIE BEAM w/(2) 3/4" DIA. EXP. BOLTS INTO GROUTED FILLED CELLS. TYPICAL SECTION AT K-JOIST PARALLEL TO WALL SCALE: N.T,S, SCALE: N.T.S. Job. Capt. SG Drawn by JT RON BARR, A.I.A. iav'd by STATE OF FLORIDA R5 AR 0016160 © COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revieione: CADFILE No. � M � M O � J Q aw a Q Imo( O N L 0 0 M (Q C L c� i IN cy 0i N C o N ca 0cl 0 ] N E ■� �� Q mcC uoCQ � E � C !*e O U M� X W i y � 00 o 2r- 0 O � T In Q 2 i N TAYLAN KALKAN, P.E. ENGINEERING PLUS FL. P.E. # 67349 & C.A. # 26538 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 (561) 756 4106 (561) 479 3743 fax 3ca Is: Gates: Sheet No. 12-26-2012 Projesct No. 12-027 S,�,6 PREFAB. 9 GAGE GALV. HORIZ, CORNER JOINT REINF. ra 16" (DUR-O-WAL LADDER TYPE PREFAB CORNER, OR SIMILAR) (EVERY OTHER COURSE) TYPICAL JOINT REINFORCEMENT DETAIL AT CORNER CONT. TIE BEAM, SEE PLANS AND SCHED. FOR SIZE AND REINF PLACE METAL LATH/CAVITY CAP OR WIRE — SCREEN OVER CELLS NOT TO BE FILLED WITH GROUT (SHEET METAL AND FELT PROHIBITED) TERM, VERT, WALL —�- REINF. IN STD. 90° HKS. GROUT -FILLED CMU CELLS, PLACE GROUT IN LIFTS NOT TO EXCEED 4 FEET; PUDDLE 9 GAGE GALV. HORIZ. JOINT REINF. la OR VIBRATE IN PLACE 24" (DUR-O-WAL LADDER TYPE, OR CMU CELLS CONTAINING REINF. SHALL BE SIMILAR) (EVERY THIRD COURSE) FILLED SOLIDLY WITH GROUT: VERT, CELLS PREFAB. 9 GAGE GALV. HORIZ. "T" WALL INTERSECTION JOINT REINF. fa 16" (DUR-O-WAL LADDER TYPE PREFAB TEE, OR SIMILAR) (EVERY OTHER COURSE) ?'6 SHALL PROVIDE A CONTINUOUS CAVITY, FREE OF MORTAR DROPPINGS, AND AT LEAST 2" x 3" IN SIZE VERT. REINF. IN GROUTED CELLS, SEE PLAN FOR SIZE AND SPACING, PROVIDE MATCHING FDN, DOWELS, LAP SPLICE 48 BAR DIA. CONCRETE CMU UNITS (CMU), COMPLYING WITH ASTM C-90, IN RUNNING BOND, WITH 3/8" JOINTS FACE SHELLS WITH TYPE M MORTAR; PLACE MORTAR ON CROSS WEBS ADJACENT TO CELLS WHICH WILL BE GROUTED TO PREVENT LEAKAGE 9 GAGE GALV, HORIZ, JOINT REINF. fa 16" (DUR-O-WAL LADDER TYPE, OR SIMILAR) (EVERY OTHER COURSE) TYPICAL JOINT REINFORCEMENT DETAIL AT WALL INTERSECTION e TYPICAL REINFORCED CMU WALL CONSTRUCTION SCALE: N.T.S. THIS DETAIL IS APPLICABLE TO MAX. OF EXISTING CONCRETE 6'-0" HEIGHT AND 6'-0" WIDTH TIE/BEAM PROVIDE ONE COAT OF PROVIDE 1"x16 WATERTIGHT SEALANT GAUGE x 6" LONG PRIMER AT REPAIR AREA DOVETAIL (BENT 2"x4") CONNECT PATCH & REPAIR DRYWALL WITH ONE DN-SERIES AT INSIDE OF OPENING HILT( POWDER SEE ARCHITECTURAL FOR ACTUATED PINS, WALL WATERPROOFING SPACES AT 16" C/C - - ALL AROUND EXISTING CMU EXISTING CMU MORTAR SPECS: INFILL 8" MASONRY BLOCK AT EX. TYPE S MORTAR SHALL BE USED ' WALL UNIT OPENING, SET WITH TYPE EXCLUSIVELY ON THIS REPAIR, S MORTAR (SEE SPEC'S BELOW) MORTAR SHALL BE PROPORTIONED & PROVIDE NO, 9 GAUGE DOR-O-WALL MIXED HORIZ. &VERT. MORTAR JOINTS EVERY OTHER COURSE AND #5'S r SHALL BE 3/8" THICK U.O.N. REMOVE 32" O/C (DRILL 6' INTO EXISTING MORTAR PROTRUSIONS THAT EXTEND CONC, BEAM ABV, AND FTG. BELOW INTO CELLS TO BE FILLED. AND SET #5x3'-0" DOWEL, SET WITH HY-150 HILTI EPDXY OR EQUAL) TYP. CMU WALL CLOSE-UP DTL. AT TYP, ROOFING SYSTEM ON METAL DECK SEE PLAN FOR GAGE AND ATTACHMENT, 8"x8" CONC. CAP. w/#5 VERT. na 24" O/C (WHERE APPLICABLE) 8" CMU WALL TIE BEAM SEE PLAN 8" CMU SCALE; N.T.S. TOP VIEW SIDE VIEW 6„ N 1 1/2" 3 Ir 1 1/2" 1/2" in N --__ -- --- T 3/4" DIA x 5" HS'S (TYP. ra EACH JOIST) EMBED. PLATE w/(2) 1/2 DIA HILTI HIT HY20 MASONRY ANCHORS. (AT BTJ LOCATIONS ONLY) SECTION @ K-JOIST BEARING SCALE: N.T.S. 8" X 8" PRECAST CONCRETE FILLED LINTEL W/(1) #5 REBAR REBAR IN CONCRETE FILLED CELL CONTINUOUS FROM FOUNDATION TO CONCRETE BOND BEAM ALL SPLICE 48 BAR DIA. MIN. (SEE FILLED CELL fa NOTE: ALL CMU WALL DETAIL) PRE -CAST -- KNOCKOUT 3" X 5" PRE-FAB LINTELS ARE BY I KNOCKOUT AT LINTEL TO CAST-CRETE I ALLOW FILLED CELL TO DIVISION OF FECP l' I� CONTINUE BEAM ABV, (TYP, SEE SHOP ��II EA, SIDE) DRAWINGS TYP. DETAIL AT LINTEL A SET FIRST COURSE IN FULL MORTAR BED CLEAN -OUT OPENINGS AT GROUT FILLED CELLS, REQUIRED IN WALLS OVER 4 FEET HIGH FOUNDATION, SEE PLAN AND SCHED, FOR SIZE AND REINF. TYPICAL REINFORCED CMU WALL CONSTRUCTION INSTALL STUDS Y/4" SHORT rd HEAD (END TOP BAR) 'E' BAR STD. 900 HOOKS 1 STD. 90° H 4" CLR. TO COL. HOOKS STD, 90 HOOKS — S-1'/4 S-11/ TOP BAR 0 'C' BAR (TOP) SEE NOTE 1 'S-274 OR CANTILEVEER SPAN WHICHEVER IS S-1'/2 GREATER B©R TP I I I "S'/2 6 STD, 90° OOKS 1 STD, 90° HOOKS TYP• BOTTOM BAR I I S I SPACING 1. WHERE NECESSARY CONT. TOP BARS SHALL BE LAPPED 48 TIMES BAR DIAMETER IN MIDDLE 1/3 OF SPAN. INTERMEDIATE 2. FOR STIRRUP SPACING ('S') AND INTERMEDIATE REINFORCING BARS SEE BEAM SCHEDULE 3. 'S' DENOTES STIRRUPS SPACING 4. 'S-1' DENOTES SPAN LENGTH BEAM BENDING DIAGRAM SCALE: N,T,S, INTO TRACK TO ALLOW FOR 6", 16" GA., CONT. TRACK VERTICAL DEFLECTION W/(2) 1/8" DIA. RAMSET POWDER DRIVEN FASTENERS ra 6" O/C ATTACH METAL STUDS TO CONT. 16ga TRACK TRACK w/(2) #12-14 METAL SCREW TO BOTH SIDES (TYP. fa EACH INTERSECTION) 12 GA. 6"x6" CLIP ANGLE w(2) 1/8" DIA. RAMSET POWDER DRIVEN FASTENERS & (4) #12-14 METAL SCREWS TO EACH STUD (TYP. AT TOP BOTTOM OF EACH STUD) 6'x16ga METAL STUDS rd 16" O/C_/ �1 META�LS�T UDCURTAIN WALL CONK. DETAIL C SCALE: N.T.S. CONT, 16ga TOP TRACK 12 GA. 3"x3" CLIP ANGLE w/(2) 1/8" DIA. RAMSET POWDER DRIVEN FASTENERS & (6) #12-14 METAL SCREWS TO EACH STUD (TYP. AT TOP BOTTOM OF EACH STUD) 3 1/2'x16ga METAL STUDS ra 12" O/C CONT, 16ga BASE TRACK EXISTING STEEL BEAM (SEE PLAN) 3 1/2", 16" GA., CONT. TOP TRACK ATTACH METAL STUDS TO TRACK w/(2) #12-14 METAL SCREW TO BOTH SIDES (TYP. rd EACH INTERSECTION) 12 GA, 3"x3" CLIP ANGLE w/(3) #12-14 SELF TAPPING METAL �-- SCREWS TO EACH STUD AND TRACK (TYP. AT EACH STUD) 3 1/2", 16" GA., CONT. BASE TRACK W/(2) 1/8" DIA. RAMSET POWDER DRIVEN FASTENERS fa 6" — O/C ATTACH METAL STUDS TO TRACK w/(2) #12-14 METAL SCREW TO BOTH SIDES (TYP. ra EACH INTERSECTION) CANTILEVERED WALL (PARAPET)TO STL. BEAM SCALE: N.T.S. 6", 16" GA., CONT. W/(2) 1/8" DIA. F POWDER FASTENERS a ATTACH METAL ST( TRACK w/(2) #12-14 SCREW TO BOTF (TYP. fi INTERSE 6'x16ga METAL STUD; CONT. 16ga Tf STEEL BEAM (SEE PLAN) 6", 16" GA., CONT, TRACK W/(2) 1/8" DIA. RAMSET POWDER DRIVEN FASTENERS ra 6" O/C ATTACH METAL STUDS TO TRACK w/12) #12-14 METAL SCREW TO BOTH SIDES (TYP. rd EACH INTERSECTION) E) STL w w Q z 0 rr O O U COLUMN STANDARD HOOK INTO BEAM (TYP.) STD. 90' HOOKS 1 1/2' 7'E' BAR STD. 900 HOOKS 6„ "-4 1/2" MIN. TYP. NOTES: BOND BE/ (SEE PLAI VERT. R IN CONCf FILLED CONCRETE FOOTING, 10" TYP. VERT. REINF, IN CONCRETE FILLED CELL. BLOCK WALL REINFORCEMENT SCALE: N.T.S. PLAN V I E VV A I H I U ANGLE FRAME (FOR 1400# UNIT) SCALE: N.T.S. FOR A/C UNIT OVER 2'-8" HIGH, PROVIDE ADDITIONAL 2" WIDE GALV. STRAPS OVER UNIT FOR WIND SUPPORT AT EACH END, SECURE END OF STRAPS W/W #14 X 1" I I TEK SCREWS TO EXISTING CURB. I I FASTEN 2" WIDE x 18 GAUGE GALVANIZED TIE -DOWN I I STRAP, SECURE w/W 1/4-14 x 1" TEK SCREWS TO EXISTING I I CURB AND EQUIPMENT CASE. PROVIDE STRAPS AT EACH ROOF TOP I I CORNER AND AT 24" O/C BETWEEN CORNERS TYP. AT A/C UNIT ALL FOUR SIDES (MINIMUM 3 STRAPS PER SIDE) ROOF TOP CURB 3/8" DIA, LAG BOLTS 4" FROM EACH CORNER & (MIN. 18 ga) = I�—MAX 24" O/C (MIN 3 PER SIDE) TYP. ALL 4 SIDES C7 (9ZU) w ° zw� z � U EXISTING ROOFING ro4..wU u)r(0-- ------ U A/C SUPPORT 18ga x 2" STRAP fa 24" O/C (3 FRAME REINFORCE TOP & BOTTOM MIN PER SIDE) TYP. ALL 4 SIDES CHORDS w/(2)-%a" DIA. RODS FASTENEN TO CURB w/(4) 1/4-14x1" TEKS AND w/(1) 1/4" DIA. EXISTING STL. (SEE DETAIL 4/1) BOLT WASHER AND NUT TO STL JOIST ANGLE SECTION A -A TYPICAL RTU TO EXISTING CURB ATTACHMENT DETAIL SCALE: N.T.S. ADD STIFFENER ANGLES IF DIMENSION IS GREATER THAN O" (p JOIST TOP CHORD PANEL POINT PANEL POINT (WHERE DIAGONAL WEB MEMBERS INTERSECT CHORDS) SECTION B-B CONCENTRATED LOAD FROM SUPPORT ABOVE REINFORCE TOP CHORD w/(2)-Y4" DIA. RODS (SEE DETAIL 4/1) 3/16 TYP. TOP CHORD WEB MEMBER REINFORCE BOT. CHORD BOTTOM CHORD w/(2)-%" DIA. — RODS (SEE DETAIL) ADD L2x2x 3/ EA. SIDE STIFFENER ANGLE IF RYb FRAME ANGLE BEARS ON JOIST FURTHER THAN 0" FROM THE NEAREST TOP CHORD PANEL POINT. TYP.CONCENTRATED LOAD REINFORCINGcALE: N.T.S. ROOF TOP UNIT AND CURB ATTACHMENT DETAIL SCALE: N.T.S. 1 4IT) TYP. fa EA. END Pro j. Mgr. JU Job. Capt. SG Drawn bg JT RON BARR, A.I.A. Revd bg STATE OF FLORIDA RD AR 0016160 wrO z W = O p w of w U w Im- Wm O OOOU2 z a oCO O o m 0 z I z U oo j Q w W o z8 L z O W a mZ x U �- O m >- o O z m Z m Z Z O W W� F- p 0 W O d= z z F W z F w `� 0Ea Z uai o OU w m z p W _ D W U 3: O O ~ w w- 0 Z 0 z 2U a U ic� FW �oa x to ° o�00o w o z LL o F E o F O F 012 � o w 0 0 z� z� r 0 W~ z I­_d m r a 0 2 �¢ o li O COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revieiona: CADFILE No. H � a A 0.4 I ►�j 04 �n 04 H r I� M� r O Shoot Title $ca le: TAYLM KALKAN, P.E. Date: sneer No. ENGINEERING PLUS 12 - 2 6 - 2 012 FL. P.E. # 67349 & C.A. # 26538 19528 SEDGEFIELD TERRACE Project No. BOCA RATON, FL 33498 12 - 0 2 7 S�7 > (561) 756 4106 (561) 479 3743 fax SCALE: N.T.S. METAL STUD CURTAIN WALL CONN. DETAIL SCALE: N.T.S. I —j. , .%v. . Ju Job. capt. 'a G 5/8" PL STIFFNER fd COL, CIL AT BEAM BRG. POINTS OVER STEEL COLUMNS 12" x 12"x 1 1/4" TOP PLATE 1/4" FILLET WELDS ALL AROUND BEAM TO TOP PLATE CONT. 16ga VERTITRACK (2) #12 SELF DRILLING SCREWS AT EACH STUD w/ MIN, %" EDGE DISTANCE 3X"x16ga METAL STUDS rd 16" O/C -'*-�STEEL BEAM (SEE PLAN) ATTACH VERTITRACK TO STL, BEAM w/(2) 0,146 DIA, PAF WITH FULL PENETRATION TO THICKNESS ED 12" O/C AND 3" AWAY FROM ENDS. TOP OF STL, BM, SEE PLAN 2 S-8 STEEL BEAM (SEE PLAN) N' FILLET WELD 0 1'-AL- ""'10 1 (SEE PLAN) METAL DECK (SEE PLAN) Xawn bg JT RON BARR, A.I.A. Revld bg STATE OF FLORIDA Qs AR 0016160 0 COPYRIGHT 2012 3ARR ARCHITECTURAL STUDIO 001 CADFILE No. mmmmmmmm in- 0 o .7 IN W (0 cl L cr) m IN cy mr c 0N c: 4mj F L cc N 0(D 0) 4mJ Q E Nftft r `� moftm 00 Ca L �� v 0) ca cl) 00 c T- 0 -c 4- (1) 5 0 co L 0 LO TYI TYP NO REINFORCE ALL WEBS AT 1/3 SPAN REINFORCE TOP CHORD w/(2)-%" DIA, RODS (SEE DETAIL 2/1) REINFORCE ALL WEBS AT 1/3 SPAN REINFORCE BOTTOM CHORD w/(2)-%" DIA. RODS (SEE DETAIL 2/1) PURPOSE OF THIS SKETCH IS TO GIVE GENERAL IDEA OF REINFORCEMENT REQUIREMENTS. ACTUAL JOIST WEB CONFIGURATION MAY DIFFER EXISTING JOIST REINFORCEMENT DETAIL AT NEW ENTRY FEATURE BACK WALL TYPICAL BRIDGING DETAIL EXISTING DECK PROVIDE 8" CONT, WELD EACH SIDE, �2-12 3/16 EA, END USE Y4" DIA. ROD TO REINFORCE EXISTING JOIST TOP CHORD (TYP. THROUGHOUT ENTIRE TOP CHORD) SPLICE ROD AS REQUIRED USE Y4" DIA, ROD TO REINFORCE EXISTING JOIST BOTTOM CHORD (TYP. THROUGHOUT ENTIRE BOT. CHORD) SPLICE ROD AS REQUIRED 0ST PROVIDE 8" CONT, T""2-12 3/16 WELD EACH SIDE, EA, END FYP. SCALE : N.T.S. EXISTING JOIST TOP & BOT. CHORD REINF. DETAIL SCALE ; N.T.S. LOCATE EXACT POSITION OF EXISTING REINFORCEMENT BARS, DO NOT CUT OR DAMAGE EXISTING REBAR TYP.) STEEL BEAM WEB L 4"x4"x3/8" x 8" LONG BOTH SIDES �a EXISTING. CMU WALL TOP VIEW G TYP>— 1/4" L 4"x4"x3/8" x 8" LONG BOTH SIDES STL. BEAM (SEE PLAN) T Y P/� 1/4" 1/2" GAP (MAX) (SEE PLAN) SIDE VIEW STEEL BEAM TO CONCRETE CONN. SCALE; N.T.S. Pill --", " 1: 119OR",�� •\ i� lj i�l 1I a — i\ III I�1) • NISI, I,/ • SCALE ; N.T.S. (6) 3/4" DIAM. X 6" EXP. BOLTS (3 EACH SIDE) EXISTING. CONCRETE BEAM TYP. SHORING ASSEMBLY DIAGRAM REINF. STL. SHALL BE WELDABLE ASTM A706 GRADE 60 STEEL. EXISTING ROOF DECK OPENING REPAIR NOTE: REINFORCE OPENINGS GREATER THAN THE WIDTH BETWEEN DECK FLUTES MADE BY OTHER TRADES, AS INDICATED ON THE CONTRACT DRAWINGS. 1. REINFORCE OPENINGS LESS THAN 15 INCHES (381 MM) WITH FLAT STEEL SHEET OF THE SAME QUALITY AS THE DECK UNITS, THICKNESS OF NOT LESS THAN 0.0358 (0.91 MM). PLACE STEEL SHEET OVER OPENING AND FUSION WELD TO THE TOP SURFACE OF THE DECK, IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND THIS SPECIFICATION. 2. REINFORCE OPENINGS GREATER THAN 15 INCHES (381 MM) WITH 3"x3"x 1/4" ANGLES OF A36 STEEL FRAMING AROUND THE OPENING TO THE ADJACENT DECK SUPPORTS IN ACCORDANCE, ATTACH WITH CONT. 1/4" FILLET WELDS, AND ADEQUATE TO SUPPORT THE LOADS THAT WOULD NORMALLY BE CARRIED BY THE DECK WHERE THE OPENING HAS OCCURRED. WELD THE DECK TO THE FRAME IN AS FOLLOWS 1-1/2" X 22 GA. VULCRAFT 1,5622 ATTACHED TO ALL ROOF SUPPORTS W/ 5/8" PUDDLE WELDS ON 36/7 LAYOUT AND (8) # 12 TEK SCREWS SIDELAP FASTENERS PER SPAN, PERIMETER WELD AT 6" O/C. VERT. BAR FOR CONC. COL. EA. SIDE SIDE 1/IEUJ TOP OF STL. BM. REINFORCING BARS WELDED TO STIR. STL BEAM SHALL CONFIRM WITH A.S.T,M, A706, GRADE 60, LAP REINFORCING AS NOTED ON PLANS. BEND BAR AND WELD TO TOP OF STL, BM, VERT. BAR NO. AND LENGTH AS REQ'D. FOR LAP AT CONC, IDOL. REINFORCING BARS WELDED TO STIR. STL BEAM SHALL CONFIRM WITH A.S.T.M, A706, GRADE 60, LAP REINFORCING AS NOTED ON PLANS. WELDED REBAR TO STL. BEAM DTL. SCALE: N.T,S. DENOTES: ®THYSSENKRUPPS SAFWAY-SF HEAVY DUTY SHORING FRAME OR EQUAL, SHORE FRAME 4'-0" O/C MAX. (UNLESS NOTED OTHERWISE SEE SHORING PLAN) LOCATED AS SHOWN ON PLAN (ULTIMATE CAP. MIN. 10000 LBS. AT 19'-0" HEIGHT) STRINGER BEAM GENERAL SHORING NOTES. ADJUSTABLE SCREW JACK CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF FORMS AND SHORING AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL. CONTRACTOR TO MAINTAIN FLOORS 100% SHORED. CONTRACTOR SHALL ERECT FORM WORK IN STRICT COMPLIANCE WITH ACI 347. PROVIDE CHAMFERS AT ALL CORNERS IN CONCRETE MEMBERS EXPOSED TO VIEW. SHORING TO REMAIN IN PLACE UNTIL WORK IS FRAME COMPLETE ATTAINED ENOUGH STRENGTH TO SUPPORT ALL DEAD LOADS PLUS A MINIMUM OF 50 P.S,F. OF ADDITIONAL CONSTRUCTION LOAD. FOLLOW PROCEDURE RECOMMENDED BY POST SHORE MANUFACTURER AND OSHA REGULATIONS. DO NOT MAKE UNAUTHORIZED CHANGES TO SHORING PLAN AND EQUIPMENT, PROVIDE GUARD RAIL SYSTEMS ON ALL OPEN SITES AND OPENINGS COUPLING PIN IN FORM WORK AND SLAB, LATERALLY SUPPORT FORM WORK FOR ALL VIBRATIONAL AND MOTORIZED POURING LOADS. FASTEN ALL BRACES SECURELY, CHECK TO SEE THAT ALL CLAMPS, SCREWS, PINS ARE IN A CLOSED OR ENGAGED POSITION. AVOID ECCENTRIC LOADS ON U-HEADS AND TOP PLATES BY CENTERING STRINGERS ON THESE MEMBERS. AVOID SHOCK OR IMPACT LOADS. DO NOT PLACE ADDITIONAL TEMPORARY LOADS (SUCH AS REBAR BUNDLES). THE ERECTION OF SHORING SHOULD BE UNDER THE SUPERVISION OF AN EXPERIENCED COMPE I ENT PERSON. PLUM AND LEVEL ALL SHORING FRAMES. EXERCISE CAUTION IN ERECTING OR DISMANTLING FREE STANDING SHORES. RIVET AND HITCH PIN DOUBLE HOLE CROSS BRACE ADJUSTABLE SCREW JACK Prof. Mgr. JU Job. Ca pt. SG Prawn by JT RON BARR, A.I.A. Rev-d bg STATE OF FLORIDA t5 AR 0016160 il_-- W z 'L W rz z LZ W z p z ¢ O Z UfWj0o0L>- Wp w J o = Z� xx 0 F W O O rDn ZO Z o U WW Z U d frWW >.x-00S�>-z0 LLL 7 z m F- 2 w z U F zQ O W O w W I- F X OO O Ll_ W w m U 2 U O >- p p Z m W J D W z m mN WZ zV zz O aW- 0 w w Fw II- Zd FZU Uow= F p � IS woFZ wwZW � ~mod a v - U z- r V V Q o D o w 0 CO v z 0) z c=i W a z ir O COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revietone: CADFILE No, v , M � L O MN c L � Mrn N c CL .O N c u" N c� 0 O� oN CD � o �' E mc U Q U �L� m 4-0 0 CO r- Q� 0 Ot 4.0 N 0 N o LO !Z U L cu Shoot Tither TAYLAN KALKAN, P.E. ENGINEERING PLUS FL. P.E. # 67349 & C.A. # 26538 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 / (561) 756 4106 (561) 479 3743 fax Dater: shalt No. 12-26-2012 Project No. 12-027 S�9 NOTE: ALL UTILITIES THAT RUN THROUGH THE STORE, INCLUDING SANITARY SEWER, WATER LINES, SHALL EXCLUSIVELY SERVE THE STORE. LANDLORD SHALL REMOVE ANY UTILITY LINES THAT RUN THROUGH THE STORE WHICH SERVE OTHER TENANTS. INSTALL ALL UTILITIES IN STORE AS SET FORTH IN TENANT'S PROTOTYPE PLANS AND DESIGN GUIDELINES INCLUDING ELECTRIC SANITARY SEWER (4" LINE), WATER (2" LINE), FIRE SPRINKLER, TELEPHONE (2" CONDUIT) AND SEPARATE METERS. INSTALL SEPARATE ELECTRIC SERVICE AND PROVIDE THE STORE WITH 600 AMP, 3 PHASE, 4 WIRE 2 %oV ELECTRICAL SERVICE WITH MAIN DISCONNECT AND METER BOX PURSUANT TO TENANT'S PROTOTYPE PLANS AND DESIGN GUIDELINES. ok__,vrE_ yr vvuRr\. SHELL ELECTRICAL WORK PROVIDED BY LANDLORD. RELOCATE 600AMP 277/480V SERVICE AS SHOWN ON PLANS. RELOCATE EXISTING 277/480V HOUSE METER AND PANEL AND ONE TENANT'S 120/208V METER AND PANEL AS SHOWN ON PLANS. RELOCATE SERVICE CONNECTION POINT FOR THE STORES NORTH OF ROSS BECAUSE THE UTILITY POLE IS RELOCATED TO ISLAND IN REAR OF ROSS. PROVIDE A 2" CONDUIT FOR TELEPHONE LINE AS SHOWN ON PLANS. CONTRACTOR TO FOLLOW ROSS GUIDLINES AND LANDLORD TENANT AGREEMENT FOR ALL ELECTRICAL WORK. 4#500 MCM CU IN 3" CONDUIT Pi Ti I€';SET MAY BE PRINTED AT A REDL ELECTRICAL PLAN, � BUCHANAN P.E. CONSULTING INC. ELECTRICAL * MECHANICAL * PLUMBING ENGINEERING 6191 W. ATLANTIC BLVD., SUITE #2 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 Email: mepengineers@aol.com RAJA BUCHANAN FL P.E # 48916 CERTIFICATE OF AUTHORIZATION # 8842 Scab. QlUCHANNAN .E#4 SEP 0 k Z013 DATE: Pro j. Mgr. JU Job, Gapt. SG Drawn by JT RON BARR, A.I.A. Rev'd by STATE OF FLORIDA AR 0016160 Lu z r cn U W Fw_- O W H W W 0 m U o O F z W O O Q 0 p O U O ¢ Lu U W Z Kw F- OU Z w o K z W o O W 0, O U w z W z 7 O wo to w to O m W N a z¢ z F 0 Q a z of F? a V M V= W r0 m W i O 0 w¢ 70 w O to Q 0 O rn 0 a- p K. = U d¢ z a O U 0� .. z H t w W ~ ¢ Ow z= W Y W a z Fu R U w U (!1 Z~ W¢ 2 O m Q= Ww F 0 W W O W � ¢ a Z o o z _ a 0. U v O wOOF�- 21 O U F Z W z ? oz_ � o o x o O¢ a ?w w Maz o o Pao0�Fz2ayu¢ 00 Z © COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: 1. 9/4/1 CADFILE No. L 0 N N n3 N cy) a � o N "E L CD E 0) cz ry am L �00 c O 1 U a_ 5 L 07 U � � N Lo �- U L Sheet Title ELECTRICAL PLAN 5ca le, Date: 01-31-2013 Aheet No. Project No. 2-27 EI-0 1 OF 2 FILE: 1612—El—O.DWG GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (N.E.C. 2008) AND GOVERNING MUNICIPAL, STATE AND LOCAL CODES. ALL MATERIAL SHALL BE NEW AND SHALL BEAR THE U.L. LABEL WHERE APPLICABLE. 2. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY THE OWNER. 3. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 4. CONTRACTOR SHALL MAKE ALL NECESSARY CUTTING AND DO ALL THE REPATCHING AS NECESSARY FOR THE PROPER EXECUTION OF THIS WORK. 5. AFTER COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. 6. WHERE ELECTRICAL CONDUCTORS ARE INSTALLED IN CONDUIT, THE CONDUIT SHALL COMPLY WITH THE N.E.C. REQUIREMENTS. 7. ALL CONDUCTORS SHALL BE COPPER. NO CONDUCTOR SHALL BE SMALLER THAN #12 AWG AND SHALL BE RATED FOR 600VOLTS THWN OR THHN INSULATION. INSTALL A GROUNDING CONDUCTOR WITH ALL CIRCUITS, UNLESS NOTED OTHERWISE, SIZED PER N.E.C. 250-122. 8. VERIFY BREAKER AND CORRESPONDING WIRE SIZES FOR ALL ELECTRICAL EQUIPMENT. DO NOT ORDER MATERIAL BEFORE VERIFYING BREAKER & WIRE SIZE. REPORT ANY DISCREPANCY IMMEDIATELY TO THE ENGINEER OF RECORD. 9. SAFETY SWITCHES SHALL BE SQUARE 'D', GENERAL ELECTRIC, OR WESTINGHOUSE, FUSED OR NON -FUSED AND SIZED AS INDICATED. NEMA 3R WHEN EXPOSED TO WEATHER 10. PANELS SHALL BE SQUARE 'D', GENERAL ELECTRIC OR EQUAL, TYPE AND NUMBER OF BREAKERS AS INDICATED ON PANEL SCHEDULE, STENCIL PANEL DESIGNATION ON INSIDE OF PANEL. ALL TWO -POLE BREAKERS SHALL BE COMMON TRIP. PROVIDE TYPE WRITTEN SCHEDULE IN EACH LOAD CENTERS. CONNECTION TO MAIN BUS SHALL BE WITH BURNDY ANNULAR COMPRESSION LUGS. PANELS AIC RATING SHALL BE AS INDICATED ON PLANS. 11. PROVIDE NAMEPLATES FOR ALL PANEL BOARDS, DISCONNECTS, TRANSFORMER, TERMINAL CABINETS AND ALL ELECTRICAL EQUIPMENT IDENTIFIED BY NAME ON DRAWINGS. 12. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES AND EQUIPMENT SHALL BE LABEL LISTED BY AN APPROVED THIRD PARTY TESTING AGENCY. 13. LOAD DATA IS BASED ON INFORMATION GIVEN ENGINEER AT TIME OF DESIGN. VERIFY ALL EQUIPMENT AND PANEL SIZES BEFORE ORDERING AND BEFORE INSTALLATION. 14. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO COMPLY WITH LOCAL CODE FOR WIND RESISTANCE. 15. ALL ELECTRICAL AND COMMUNICATIONS OUTLETS TO BE AT 15" A.F.F TO BOTTOM OF OUTLET UNLESS OTHERWISE NOTED, ALL LIGHT SWITCHES SHALL BE ® 42" AFF. TO BOTTOM OF SWITCH. 16. TIME CLOCK FOR LIGHTING CONTROL TO BE AN ASTRONOMICAL TIME CLOCK. 17. THE CONTRACTOR SHALL CONTACT THE LOCAL POWER COMPANY AND OBTAIN, IN WRITING, THE AVAILABLE FAULT CURRENT OF THE UTILITY TRANSFORMER. THE CONTRACTOR SHALL ENSURE THAT ALL ELECTRICAL EQUIPMENT HAS AN AMP INTERRUPTING CAPACITY (AIC) GREATER THAN THE AVAILABLE FAULT CURRENT AT ANY POINT IN THE ELECTRICAL DISTRIBUTION SYSTEM. 18. WIRING METHOD: ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE NOTED. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT COMPRESSION TYPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE USED UNDERGROUND OR BELOW SLABS ON GRADE. TYPE MC CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND APPROVED BY AUTHORITY HAVING JURISDICTION, 19, SEAL ALL NEW CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS, CEILINGS, FLOORS, ETC., TO MAINTAIN EXISTING FIRE RATING CONDITIONS. FURNISH AND INSTALL FIRE RATED ENCLOSURES FOR ALL EQUIPMENTS PENETRATING FIRE RATED ENVELOPES, SPACES, ECT, 20. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE WIRING FOR HVAC SYSTEM: A/C EQUIPMENT(S), SMOKE DETECTORS, THERMOSTATS, TEST STATIONS, MOTORIZED VOLUME DAMPERS, ETC. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL WIRING. ELECTRICAL CONTRACTOR TO THOROUGHLY REVIEW MECHANICAL PLANS AND PROVIDE POWER TO ANY MECHANICAL EQUIPMENT OR DEVICE THAT IS NOT SHOWN ON ELECTRICAL PLANS BUT IS SHOWN ON MECHANICAL PLANS, 21. INSTALL "GFCI" GROUND FAULT INTERRUPTER RECEPTACLES WITH WEATHERPROOF COVER WITHIN 25 FT OF HVAC EQUIPMENT, MOUNT RECEPTACLE ON UNISTRUT (UNLESS HVAC EQUIPMENT IS SPECIFIED WITH FACTORY INSTALLED CONVENIENT RECEPTACLE) . 22. WHEN NEW ELECTRIC SERVICE IS BEING INSTALLED, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY. TO COORDINATE WITH FPL/FPL ENGINEERS ON THE SIZE OF THE FPL TRANSFORMER THAT IS REQUIRED TO PROVIDE THE NEW ELECTRIC SERVICE SHOWN ON ELECTRIC PLANS, GC HAS TO INFORM THE OWNER ABOUT ANY EXTRA FPL CHARGES THAT MIGHT OCCUR IN ORDER TO PULL NEW SERVICE. THIS HAS TO BE DONE AS EARLY AS POSSIBLE DURING THE BIDDING PROCESS. 23. ELECTRICAL SERVICE EQUIPMENT MUST BE 3' ABOVE MSL, AND 8' ABOVE NN.G.D. VERIFY AT SITE. ALL ELECTRICAL EQUIPMENTS SHALL BE INSTALLED ABOVE FLOOD LEVEL. 24. CONTRACTOR MUST VISIT THE SITE PRIOR TO BID OR CONSTRUCTION TO VERIFY ALL EXISTING CONDITIONS. BEFORE SUBMITTING BID, BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS AT THE BUILDING SITE. THE INTENT OF THE WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREINAFTER. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONS PRESENT AT THE SITE. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED AS VALID, DUE TO THE FAILURE TO ALLOW FOR CONDITIONS WHICH MAY EXIST, CONTRACTOR TO REPLACE ANY EXISTING DEVICE OR COMPONENT THAT IS CALLED AS EXISTING IF IT IS NOT FULLY OPERATIONAL. ELECTRICAL SERVICE POLE 120/208V, 3PH, 4W SERVICE TO TENANTS 4#500 MCM CU IN 3" CONDUIT N/O ROSS 400A, 120/208V, 3PH, 4W SERVICE PROVIDE HAND HOLE AND COIL 30' OF WIRE TO BE CONNECTED BY UTILITY HAND HOLE EAST WALL 0 F ADJACENT TENANT S/O ROSS 4#500 MCM CU IN 3" CONDUIT 400A, 120/208V, 3PH, 4W SERVICE RELOCATED 10gA NEMA 3R LMAIN PANEL 1 PH. 120/208V 3#3 CU IN 1-1/2" CONDUIT RELOCATED MAIN PANEL NEMA 3R HSE 1 PH, 120/208V 3#3 CU IN 1-1/2" CONDUIT 4 #1 /0 CU & 1 #6 CU GRND. RELOCATED IN 2" CONDUIT LIGHTING CONTROL WIRING 3#3 CU IN 3#3 CU IN 1-1/2" 1-1/2" CONDUIT CONDUIT 5/8" Cu GIRD Rod 6' APART #1 /0 Cu Grounding Conductor RELOCATED HSE-2 PANEL 125A 3PH. 277/480 ELOCATEI LIGHTING CONTROL RELOCATED 125A 3P 125A NEMA 3R 4 #1/0 CU IN "�'-- 2" CONDUIT RELOCATED METER #2 Cu Grounding Conductor 4 #1 /0 CU IN 2" CONDUIT ELECTRICAL RISER DIAGRAM ELECTRICAL SERVICE POLE 277/48OV, 3PH, 4W SERVICE HAND HOLE 125A, 277/48OV, 3PH, 4W SERVICE PROVIDE HAND HOLE AND COIL 30' OF WIRE TO BE CONNECTED BY UTILITY - HAND HOLE 600A, 277/48OV, 3PH, 4W SERVICE ROSS STORE TWO 3" CONDUITS WITH PULL STRINGS TO ROSS ELECTRICAL ROOM MAIN NEW NEMA 3R 2 SETS OF 4#350 MCM CU IN 3" CONDUIT (EACH SET) 2 SETS OF 4#350 MCM CU IN 3" CONDUIT (EACH SET) " (1) #3/0 GROUNDING ELECTRODE CONDUCTOR IN 3/4" SCHEDULE: 40 PVC CONDUIT. EXOTHERMIC CONNECTION. ELECTRICALLY CONTINUOUS 25FT LONG STEEL REINFORCING BAR IN BOTTOM OF BUILDING FOUNDATION IN DIRECT CONTACT WITH EARTH. SEE NEC-250 FOR ALTERNATE METHODS I USE TWO 1O'LONG 5/8" DIA. CU CLAD GROUND RODS G #3/0 Cu Grounding Conductor G C/W AKE CONNECTION TO METALUC COLD WATER ENTRANCE PIPE BEFORE FIRST VALVE WITH HEAVY DUTY BRONZE GROUND CLAMP. Pro j. Mgr. JU Job, Gapt. SG ©raven by JT RON BARR, A.I.A. Raev'd by STATE OF FLORIDA I5 AR 0016160 w O W¢ w 0E- I- - E Upgi_oN 37w § O O - -K Qo w0om woFN Z U p= E d o a _ j to w m X o z W~ O w o w F O� w z0 O w z j Z It w w i- W U a �- Z¢ j F p a, Zo m° O= w L D Z W, o°� LLal z a� D w°_ ¢oo�ooc�i¢oz a= X C 0 2 lo- o z o O U) F- a w K r U= o Y W a t- c~i Zw= z _ = w m w M" O w K 0 0 2 w o D a V c�7 o z z O� O Z W O m Z F z D a U U w o O w F U o Ow O O w z 0 1- y� 0 p w U it Q, ~ mo 2 z w .c t2 z d w 2 O LL. O 0' w w O W Q O I- ¢ a I-- a o o a R P 2? M a O COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: 1. 9/4/13 COORDINATION CADFILE No. H � kf) M a M O y naIL �Aou ���a a o w z � �0 MMA L 0 N CO 0 N o N 'c r- c N CD E E o moo�// LA d-� j 0 0 0 TLo r 0) CL U i CIO Sheet Title ELECTRICAL NOTES & RISER DIAGRAM sca le: BUCHANAN P.E. CONSULTING I ELECTRICAL * MECHANICAL * PLUMBING ENGINEERIN G 6191 W. ATLANTIC BLVD., SUITE #2 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 Email: mepengineers@aol.com RAJA BUCHANAN FL RE # 48916 CERTIFICATE OF AUTHORIZATION # 8842 SEAL FL P. 9?6 SEP 0 4 2013 DATE: Date: 01-31-2013 Project (No. 12-027 Sheet No. E2-0 2 OF 2 FILE: 1612-E2-O.DWG 6" EXISTING FDC EW 6" LINE NEW 6" RISER, TIE EXISTING PIPIN TO NEW RISER i . I ........ . ./ .. ............. ............. ....... ....... .. .. .... ........ ............. ............ _.. _.. 31,C ALL THR. ROD W N 7 BOLT OR n TIE BOLT o HEX NUT & WASHER 4' U.G. PIPING UNDERGROUND STUB UP Wf ROD Row SWITCH FACE OF RM SY87M 81HIJIT-OFF VALVE W/ TAW SW. USE WALL POST 08-I-Y VALVE UP GENERAL UNDERGROUND NOTES 1) ALL DEDICATED UNDERGROUND FIRE MAINS FROM POINT OF SERVICE TO BUILDING TO BE INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR (CLASS 1, 2, OR 5). 2) INSTALLATION TO BE IN ACCORDANCE WITH NFPA-24, 2007 EDITION. 3) ALL UNDERGROUND MATERIALS SHALL BE UL LISTED FOR FIRE PROTECTION SERVICE & COMPLY WITH AWWA STANDARDS. 4) ALL UNDERGROUND PIPING TO BE BURIED TO A MINIMUM OF 30" BELOW FINISH GRADE, AND 36" UNDER A DRIVE WAY. 5) ALL JOINTS TO BE PROPERLY RESTRAINED BY MEGA -LUG JOINT RESTRAINT SYSTEM. �1 6) ALL PIPING & LEAD-INS TO BE FLUSHED PER NFPA BEFORE CONNECTION TO INSIDE SPRINKLER SYSTEM. 1 7) PIPING AFTER POINT OF SERVICE TO BE BLUE BRUTE C-900 CLASS PVC WITH MECHANICAL JOINT FITTINGS. 8) MAINTAIN MINIMUM CLEARANCES OF T-6" IN FRONT OF AND TO THE SIDES OF A FIRE HYDRANT OR FIRE PROTECTION APPLIANCE, WITH A 4'-0" CLEARANCE TO THE REAR. SUCH FIRE HYDRANT OR FIRE PROTECTION APPLIANCES SHALL BE MAINTAINED READILY VISIBLE AT ALL TIMES. EXAMPLES OF OBSTRUCTIONS INCLUDING BUT NOT LIMITEDTO: ANY POST, FENCE, VEHICLE, GROWTH, VEGETATION, TRASH OR STORAGE OF ` OTHER MATERIALS. NFPA 1, 2003 EDITION - CHAPTER 18 IF APPLICABLE. AIN ; 6�M 0L LEGEND - -- -NEW PIPING - - - EXISTING UNDERGROUND PIPING TO REMAIN -••-' PIPING TO BE REMOVED 0 NEW RISER (,,, EXISTING RISER TO BE REMOVED BUCHANAN P.E. CONSULTING IN ELECTRICAL * MECHANICAL * PLUMBING ENGINEERING 6191 W. ATLANTIC BLVD., SUITE #2 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 Email: mepengineers@aol.com RAJA BUCHANAN FL P.E # 48916 CERTIFICATE OF AUTHORIZATION # 8842 SEAL. SEP 0 4 2013 DATE: Pro j- Mgr. JU Job. Gapt. SG prawn bg JT RON BARR, A.I.A. Rev'd by STATE OF FLORIDA > AR 0016160 z U W w I- z z O W Q x F- w W H I- w x U❑ 1 i w 7��� o o °° W O 2 K� U0 O m ¢ p Ot O O F Z U O h z w U❑ F U Z Q U H Y a.a. ¢ d J d O O~ W O Q U IL m Z w ~ z z Z W Q ❑ z w Uw o w Z> o W. a z wo w zgW,� Zp O U zz tZO 0 O m o ZaZO aSF-O W Q W p Z Up- On F_ Wa U U 0 _ ° Q w z F Yw x a z r w Ln � V W 3t w F U U Z E X d x UU z x -wi Z O x_ O U m �- U_O O � � � � ~ ~ ~ Z p � O O O W U x ❑ Q a a U w ❑ U I- p 0 0 Z 0❑ n z- z O w o a D O i l_ Oo = Z< w Z Z❑ w M w❑ w U Ln OU � w w CQ9 U F- Z Of OU 0 OZ 2P H a w¢ �¢ O 6 w F_ ? • •• • • • • •• • • 00000000000, BARR ARCHITECTURAL STUDIO T2evislons: U COORDINATION 09-04-13 CADFILE No. a M � M rRi+Rli ilk 1 �^ �Wuf�. uQ • ahl � O \ f © I� a W � N L O J L c') rn N cn o N c c u7 N ��D Lo CL ? d' o E =c CI3 t E i. O cu wcn L T_ O � It U N 0 L -~ CU V) U i (u Sheet Title FIRE SPRINKLER PLAN Sca le: Date: Sheet No. 01-31-2013 Project No. sp- 12-027 (7) 6`i I I ! i I I I A Vo I /r h lfi fi O------------- ....................... ...................... . .... ...... I I f I I I I I !III III l I _ .. ..... . _ I ..... _ I I II I I I II! DRY WELL I 'i !I IIII II it n. I III II II II I I i!I i, Icn I !!ll I I rr! Ili! I I lllli !li{ i i : _ t 1, I I I, II I IIII i �i ' IIII Il I 1 I r .l; II I I Ii.. � i I I ! i I I I I I I PL --- ' I lull l I 1 I IIIII rF -L�l,�.,LI� �.it II r (6.) a EXPANDED D ` AL 1-1- ARF'A, RTU #1 OP. WT. = 1100 5 TON COOLING MECHANICAL PLAN SCALES 1/8„= I,-1111 4 3 A Iti I A A l— , i "A � ■ Y A A 1' _......... ___r' B ................r A SCOPE OF WORK. SHELL HVAC WORK PROVIDED BY LANDLORD, PROVIDE NEW AIRCONDITIONING UNITS BASED ON ROSS DESIGN GUIDLINES. POWER TO UNITS AND DUCTWORK AND EXHAUST FANS WILL BE INSTALLED BY THE TENANT IMPROVEMENT PLANS. OUTSIDE AIR CALCULATIONS ARE BASED ON THE PROPOSED ROSS STORE. ALL INSIDE PARTITIONS AND FURNITURE ARE NOT PART OF THIS PERMIT BUT ARE SHOWN FOR INFORMATION TO HELP UNDERSTAND THE AC DESIGN. CONTRACTOR TO FOLLOW ROSS GUIDLINES AND LANDLORD TENANT AGREEMENT FOR ALL MECHANICAL WORK. BUCHANAN P.E. CONSULTING IN ELECTRICAL * MECHANICAL * PLUMBING EN GINEERING 6191 W. ATLANTIC BLVD., SUITE #2 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 Email: mepengineers@aol.com RAJA BUCHANAN FL P.E #48916 CERTIFICATE OF AUTHORIZATION # 8842 Froj. Mgr. JU Jab. Capt. SG Drawn by JT RON BARR, A.I.A. Revd by STATE OF FLORIDA Ile AR 0016160 ¢ a z OF- Z~_ Z" m O O u f O rG w z W 2 z W:5i v s z a s (U) u- p w w O U F ¢ua¢ ra000aF-z? a O COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO 0 LAI I P I mn Y� i Si 1 g ,*r s, Revisions; CADFILE No. L rorrrr 0 0 N c a (D c L _ m N rn c -I-+ 0 N � c U 6N a > d' a L + o , E r 4- N 1r L 0 00 a) W U) O ..0 V 0 L �- 0) N L cu Sheet Title MECHANICAL PLAN Sca Is. Cate: Sheet No. _- SEAL 01-31-2013 JA UCHANAN 1 Fa_ ` # as - M 1 - o l~'ro jest No, 5 U � 2U13 12-027 1 OF 2 DATE: FILE: 1612-M1-O.DWG HN.A.C. GENERAL NOTES: ALL WORK SHALL BE DONE IN ACCORDANCE WITH FBC-2010, 2006 NFPA-101, 2006 NFPA-1, 2008 NFPA-70. IIALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER, THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY THE OWNER AND/OR ARCHITECT MUST BE CONDITION OF THE CONTRACT, SUBMIT SHOP DRAWINGS ON ALL EQUIPMENT, FOR REVIEW PRIOR TO PURCHASING. 2. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL TRADES IN ORDER TO AVOID CONFLICTS. NO CHARGES WILL BE ACCEPTED UNLESS A PRIOR WRITTEN APPROVAL HAS BEEN ISSUED BY THE OWNER/ARCHITECT. 3. THE CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE WITH EXISTING CONDITIONS. PRIOR TO INSTALLING EQUIPMENT AND/OR FABRICATING DUCTWORK, A.C. CONTRACTOR SHALL CHECK THAT THERE IS SUFFICIENT CLEARANCES FOR EQUIPMENT, DUCTWORK, ETC. AND ALSO TO AVOID ANY INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. 4. DRAWINGS ARE DIAGRAMMATIC ILLUSTRATIONS. DO NOT SCALE DRAWINGS FOR THE EXACT LOCATION OF EQUIPMENT. PIPING, DUCTWORK, ETC. THESE DRAWINGS ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE ACCEPTABLE WORKING SYSTEM, 5. CONTRACTOR WILL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTS. 6. INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE LATEST ASHRAE GUIDE. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABEL WHERE APPLICABLE, 7. AIR FILTERS SHALL BE INSTALLED ON .ALL RETURN AIR EQUIPMENT INLETS. PROVIDE AN EXTRA FILTER, INSTALL AT END OF CONSTRUCTION. 8. ALL REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OD THE WORK. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE NATIONAL, STATE, AND LOCAL CODES, RULES, AND ORDINANCES. 9. PROVIDE MAIN CONDENSATE DRAIN AND AUXILI.IARY DRAIN PAN (AUXILIARY DRAIN PAN SHALL BE EQUIPPED WITH A WATER -LEVEL DETECTION DEVICE THAT WILL SHUT OFF THE EQUIPMENT SERVED PRIOR TO OVERFLOW OF THE PAN AS PER FMC 2010 SECTION 307.2.3) FOR ALL AIR CONDITIONING UNITS AND DRAIN TO EXTERIOR PERMEABLE SOIL OR AS SHOWN ON THE PLANS. 10. AIR CONDITIONING CONDENSATE PIPING AND FITTINGS SHALL BE PVC OR DWV ( AST-D2662). COPPER IN PLENUM AREAS. ALL INTERIOR CONDENSATE PIPING IN UNCONDITIONED SPACES SHALL BE WRAPPED WITH A MINIMUM 1 /2" SELF SEALING INSULATING FOAM JACKET. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY CONTROLS FOR THE OPERATION OF THE HVAC SYSTEM, 11. NA 12. THERMOSTAT MUST BE PROGRAMMABLE TO BE ABLE TO SET THE TEMPERATURE BACK (OR OFF) WHEN SPACE IS UNOccur-YE0 OR AT OTHER TIMES AS NEEDED BY USER, 13. ALL MATERIAL EXPOSED WITHIN PLENUM MUST BE NON COMBUSTIBLE OR RATED 25/50 FLAME SPREAD. 14, NA 15, ALL VENTILATION DUCTWORK SHALL BE GALVANIZED SHEET METAL 16. NA 17. HANGERS SHALL BE PROVIDED IN ACCORDANCE WITH S.M.A.C.N.A. RECOMMENDATIONS. 18. AIR DISTRIBUTION ACCESSORIES SHALL BE AIR GUIDE, ANEMOSTAT, TITUS, OR APPROVED EQUAL. ALL SUPPLY A.C. DUCT ELBOWS MUST BE FURNISHED WITH APPROVED TURNING VANES, BRANCH TAKEOFFS MUST BE PROPORTIONAL SPLITS, 19, THE OWNER SHALL APPROVE THE FINISH COLOR OF ALL EXPOSED AIR DISTRIBUTION DEVICES. 20. PROVIDE FIRE DAMPERS IN ALL DUCTS PASSING THROUGH FIRE DIVISION ASSEMBLIES. FIRE DAMPERS MUST HAVE FIRE RATING EQUAL TO OR GREATER THAN THE PENETRATED ASSEMBLY RATING, FIRE DAMPER INSTALLATIONS SHALL COMPLY WITH ALL LOCAL CODES. PROVIDE ACCESS PANEL TO ALL FIRE DAMPERS. 21. ELECTRIC STRIP HEATERS SHALL BE BLAST COIL TYPE WITH NICKEL CHROMIUM WIRE AND INSULATING BUSHINGS FACTORY MOUNTED AND WIRED INCLUDING ALL HEAT LIMITERS, HOGH LIMIT SWITCHES, AND CONTRACTORS IN ACCORDANCE WITH THE "NATIONAL ELECTRIC CODE". 22. EXHAUST FANS SHALL HAVE THE CAPACITIES AS STATED ON THE DRAWINGS AND BE PROVIDED WITH BACK DRAFT DAMPER, BIRD SCREEN. 23, THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD NOT LESS THAN 1 YEAR FROM THE DATE OF ACCEPTANCE, UNLESS OTHERWISE NOTED, CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIRS OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED OR IS NOT OPERATING PROPERLY. 24. ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS FOR SUBSTITUTIONS BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR. 25. AIR DISTRIBUTION SYSTEM TESTING, ADJUSTING AND BALANCING. A WRITTEN BALANCE REPORT SHALL BE PROVIDED TO THE OWNER OR THE DESIGNATED REPRESENTATIVE OF THE BUILDING OWNER FOR WAG SYSTEMS SERVING ZONES WITH A TOTAL CONDITIONED AREA EXCEEDING 5000 SQUARE FEET. AIR DISTRIBUTION SYSTEMS SHALL BE TESTED, ADJUSTED, AND BALANCED BY AN ENGINEER LICENSED IN THIS STATE OR A COMPANY OR INDIVIDUAL HOLDING A CURRENT CERTIFICATION FROM A RECOGNIZED TESTING AND BALANCING AGENCY ORGANIZATION IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS. EXCEPTIONS: 1. BUILDINGS WITH COOLING OR HEATING SYSTEM CAPACITIES OF 15 TONS OR LESS PER SYSTEM MAY BE TESTED AND BALANCED BY A MECHANICAL CONTRACTOR LICENSED TO DESIGN AND INSTALL SUCH SYSTEM(S). 2. BUILDINGS WITH COOLING OR HEATING SYSTEM CAPACITIES OF 65,000 BTU/H OR LESS PER SYSTEM ARE EXEMPT FROM THE REQUIREMENTS OF THIS SECTION. AIR SYSTEM BALANCING SHALL COMPLY WITH FBC 2010 ENERGY CONSERVATION SECTION 503.2.9.1 26. AS PER FBC 2010 ENERGY CONSERVATION SECTION 503.2.9.3, AN OPERATING AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER BY THE MECHANICAL CONTRACTOR, THE MANUAL SHALL INCLUDE, AT LEAST, THE FOLLOWING: 1, EQUIPMENT CAPACITY (INPUT AND OUTPUT) AND REQUIRED MAINTENANCE ACTIONS, 2. EQUIPMENT OPERATION AND MAINTENANCE MANUALS, 3. HVAC SYSTEM CONTROL MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, AND CONTROL. SEQUENCE DESCRIPTIONS. DESIRED OR FIELD -DETERMINED SET POINTS SHALL BE PERMANENTLY RECORDED ON CONTROL DRAWINGS, AT CONTROL DEVICES OR, FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING COMMENTS. 4. A COMPLETE WRITTEN NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE. 27. ALL PIPING SERVING AS PART OF A HEATING OR COOLING SYSTEM SHALL BE THERMALLY INSULATED IN ACCORDANCE WITH FBC 2010 ENERGY CONSERVATION TABLE 50328. 28. IF THERE ARE ANY CHANGES IN ENGINEER'S DRAWINGS, IN DESIGN OR IN EQUIPMENT, WITHOUT ENGINEER'S CONSENT, THE A.C. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITIES FOR THE PROJECT. 29, SMOKE DETECTORS ARE REQUIRED ON ALL PRIMARY AIR CONDITIONING SYSTEMS WHERE TOTAL AIR VOLUME EXCEEDS 2,000 C.F.M. (FBC-MECHANICAL 2010, SEC11ON 606.2.1) A DUCT ACCESS DOOR IS REQUIRED TO ACCESS THE DETECTOR. THE SYSTEM SHALL BE WIRED SO AS WHEN THE DUCT SMOKE DETECTOR DETECTS SMOKE, IT SHALL STOP THE AC SUPPLY FAN AND CAUSE A VISUAL AND AUDIBLE SIGNAL IN A NORMALLY OCCUPIED LOCATION. ALSO, THE DETECTOR SHALL INDICATE A TROUBLE CONDITION EITHER VISUALLY OR AUDIBLY IN THE NORMALLY OCCUPIED LOCATION, AND BE IDENTIFIED AS AIR DUCT DETECTOR TROUBLE, NFPA 90A, 4-4A.3 (THE TESTER SHOULD BE EQUIPPED WITH AN LED LIGHT TO INDICATE TROUBLE). 30, AS PER FBC 2010 ENERGY CONSERVATION SECTION 503.2.5.4 (SHUTOFF DAMPER CONTROLS) PROVIDE MOTORIZED DAMPERS FOR O/A INTAKE FOR AHU, CONNECT MOTORIZED DAMPER TO TIME CLOCK TO CLOSE OUTSIDE AIR INTAKE AUTOMATICALLY WHEN THE SPACE SERVED IS NOT IN USE (OFF BUSINESS HOURS). 31. GRAVITY HOODS, VENTS, AND VENTILATORS, ALL OUTDOOR AIR SUPPLY AND EXHAUST HOODS, VENTS, AND VENTILATORS SHALL BE EQUIPPED WITH DAMPERS THAT WILL AUTOMATICALLY SHUT WHEN THE SPACES SERVED ARE NOT IN USE, EXCEPTION: VENTILATION SYSTEMS SERVING UNCONDITIONED SPACES. 32. NA 33, AS PER FBC-301.4 ALL APPLIANCES REGULATED BY THIS CODE SHALL BE LISTED AND LABELED UNLESS OTHERWISE APPROVED IN ACCORDANCE WITH SECTIONS 301.4.1 THROUGH 301.4.4. 34. AS PER FMC-304.10 GUARDS SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS OR OTHER COMPONENTS THAT REQUIRE SERVICE AND ROOF HATCH OPENINGS ARE LOCATED WITHIN 10 FT. OF ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30" ABOVE THE FLOOR, ROOF OR GRADE BELOW, 35, AS PER 306.5.1 SLOPED ROOFS. WHERE APPLIANCES, EQUIPMENT, FANS OR OTHER COMPONENTS THAT REQUIRE SERVICE ARE INSTALLED ON A ROOF HAVING A SLOPE OF THREE UNITS VERTICAL IN 12 UNITS HORIZONTAL OR GREATER AND HAVING AN EDGE MORE THAN 30" ABOVE GRADE AT SUCH EDGE A LEVEL PLATFORM SHALL BE PROVIDED ON EACH SIDE OF THE APPLIANCE TO WHICH ACCESS IS REQUIRED FOR SERVICE, REPAIR OR MAINTENANCE. THE PLATFORM SHALL BE NOT LESS THAN 30" IN ANY DIMENSION AND SHALL BE PROVIDED WITH GUARDS. THE GUARDS SHALL EXTEND NOT LESS THAN 42"ABOVE THE PATFORM, SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A 21" DIAMETER SPHERE AND SHALL COMPLY WITH THE LOADING REQUIREMENTS FOR QUARDS SPECIFIED IN THE FBC. 36. ANY INTAKE OPENINGS SHALL BE LOCATED A MINIMUM OF 1OFT. FROM ANY HAZARDOUS OR NOXIOUS CONTAMINANT SOURCE, 37. ALL COOKING APPLIANCES THAT ARE DESIGNED FOR PERMANENT INSTALLATION SHALL BE LISTED , LABELED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTION. 38. ROOF MOUNTED MECHANICAL UNITS SHALL BE MOUNTED ON CURBS RAISED A MINIMUM OF 8 INCHES (203 MM) ABOVE THE ROOF SURFACE, OR WHERE ROOFING MATERIALS EXTEND BENEATH THE UNIT, ON RAISED EQUIPMENT SUPPORTS PROVIDING A MINIMUM CLEARANCE HEIGHT IN ACCORDANCE WITH TABLE 1509.7. TABLE 1509.7 CLEARANCE BELOW RAISED ROOF MOUNTED MECHANICAL UNITS WIDTH OF MECHANICAL UNIT (INCHES) SURFACES (INCHES) <24 /24<36 / 36 < 48 / 48 < 60 / > 60 14" 18" 24" 30" 48" 39. ROOF TOP A/C UNIT CURB SHALL BE MINIMUM 14 GAUGE (HURRICANE RATED CURB). 40. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND INFORM THE PROJECT ENGINEER AND ARCHITECT OF ANY DISCREPANCY BETWEEN THESE PLANS AND THE EXISTING CONDITIONS. THE CONTRACTOR SHALL INCLUDE IN HIS BID TO CORRECT SUCH CONDITION AS DIRECTED. THE ENGINEER AND ARCHITECT ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED. NOTE: PROVIDE FLOAT SWITCH, TO BE INSTALLED IN THE PRIMARY DRAIN PAN OF THE UNIT, 4' MAX BETWEEN SUPPORTS -- ABOVE r+r a .B GALV METAL STRAP W/ NEOPRENE GASKET FASTEN TO PIPE STAND PVC CONDENSATE SEE MECH. PLANS FOR CONTINUATION RTU TO CURB ATTACHMENT & DRAIN DETAL NTSC G310, __ -_ANEW 4 x 4 x 1/4" STEEL OPTION 1. ANGLES (6'-0" O.C.MAX) FULLY CONNECT PREFABRICATED RTU CURB WELDED TO EX. BAR JOISTS DIRECTLY TO STEEL ANGLES / BAR JOIST W/ MIN. 3/8" DIAM, S.S. BOLTS W/ WASHERS THRU FLANGE OF CURB AND STEEL ANGLE / BAR JOIST BELOW AT ALL CORNERS AND BALANCE 0 12" O.C. MAX ALL 4 SIDES OPTION 2. WELD CURB TO STEEL ANGLES "FRAME" NOTE: CURB MUST BE INSULATED FROM INSIDE, WITH 1/2" BEAD EVERY 6 INCHES. CURB TO ROOF JOIST ATTACHMENT DETAIL NTSC V:1 0610,30 RELIEF VENT SAME SIZE AS CONDENSATE LINE CONC. COVER WITH LIFT HANDLE-- r, GRADE NATURAL EARTH 24"0 x 36" LONG GALVANIZED STEEL NOTES: 1. STABALIZER STONES MIN. ONE HALF CUBIC YARD DRYWELL DETAIL NTSC PVC CONDENSATE DRAIN LINE SEE PLAN FOR SIZE SEAL WITH SILICONE CAULK (OR EQ.) THE EXCAVATED PIT SHALL BE COMPLETELY FILLED WITH COARSE GRAVEL 2"0 CLEAN STONES (STABALIZED) GASKET, TYP, __. s SCHEDULED RTU, SEE MECH, DWGS. NAILING STRIP f PRE -FABRICATED ROOF CURB (14 GA. MIN.) DUCT GAILY. MTL COUNTER FLASHING INSULATION - --- 4" CANT AND MTL FLASHING + COUNTER FLASHING AND ROOF ,--PATCH AND REPAIR ALL AROUND INSULATION -------W�,/// - "" ROOF INSULATION AND MTL DECK CURB INSTALATION DETAIL NTSC V:1 :)h PACKAGED GAS / ELECTRIC HIGH EFFICIENCY AIR CONDITIONING UNITS MARK SERVICE MAKE MODEL S.A. MIN. EXT, FAN HP HEATING COOLING CAPACITY REFRIG. SEER f FLA/MCA ELECTRICAL WEIGHT ACCESSORIES CFM O.A, STATIC RPM FUEL INPUT TOTAL / SENS EAT AMBIENT EER MOCP CFM MBH/STAGES MBH DB / WB DB AC / 1 STOCK LENNOX LGHO6OH4E 2000 210 1.0 1110 1 GAS 65 / 1 57.5 / 47.0 77 / 64 105 R-410A 17.0 / 14.8 / 18 480 / 3 / 60 1100 LBS 1 - 7 12.7 25 AC / 2 OFFICE AREA LENNOX LGH048H4E 1600 175 1.0 1195 3/4 GAS 65 / 1 45.4 / 37.7 77 / 64 105 R-410A 17.0 / 11,6 / 14 480 / 3 / 60 1000 LBS 1 -- 7 12,8 15 AC / 3 SALES LENNOX LGH156H4B 5200 1270 1.0 945 5 GAS 169 / 1 148.3 / 114.2 80 / 67 105 R-410A --- / 30.4 / 35 480 / 3 / 60 2400 LBS 1 - 7 12.0 40 AC / 4 FITTING/ LENNOX LGHO361­14E 1200 165 1,0 1110 1/2 GAS 65 / 1 33.2 / 27.4 78 / 65 105 R-410A 17.0 / 8.8 / 10 480 / 3 / 60 1000 LBS 1 - 7 TOILETS 12.5 15 AC / 5 SALES LENNOX LGH156H4B 5200 1270 1.0 945 5 GAS 169 / 1 148.3 / 114.2 80 / 67 105 R 410A -- f 30.4 / 35 480 / 3 / 60 2400 LBS 1 - 7 12.0 40 AC / 6 SALES LENNOX LGH156H4B 5200 1270 1.0 945 5 GAS 169 / 1 148.3 / 114.2 80 / 67 105 R-410A -- / 30.4 / 35 480 / 3 / 60 2400 LBS 1 - 7 12.0 40 AC / 7 SALES LENNOX LGH18OH4B 1.0 970 5 GAS 169 / 1 176.0 / 167.8 77 / 65 105 R-410A -- / 36.8 / 42 480 / 3 / 60 2700 LBS 1 - 7 �6000 11460 12.0 45 NQIE; ROOFTOP UNITS SHALL BE PURCHASED THROUGH LENNOX NATIONAL ACCOUNT. SUBSTITUTIONS ARE NOT PERMITTED. ACCESSORIES: 1. NON -PRORATED WARRANTY OF 5 YEARS FOR THE COMPRESSORS AND 10 YEARS FOR THE HEAT EXCHANGERS, DUAL 115 VOLT GFCI TYPE SERVICE OUTLET (WIRING TO THE OUTLET SHALL BE FIELD PROVIDED BY THE ELECTRICAL CONTRACTOR ON SITE), COMPRESSOR TIME DELAY RELAY, FREEZE STAT, HIGH AND LOW PRESSURE SWITCHES, CRANKCASE HEATER, CONDENSER COIL GUARD, COIL DEFROST THERMOSTAT, 2" PLEATED FILTERS AND SPARE SET. 2. CONTROLLED FROM FACTORY INSTALLED AND TESTED PRODIGY M2 WITH BACNET CONTROL MODULE, 3. FACTORY INSTALLED PHOTO ELECTRIC SMOKE DETECTOR IN SUPPLY AND RETURN AIR SECTIONS OF UNIT WITH REMOTE MOUNTED STATUS AND TEST STATIONS INTERLOCKED TO STOP FAN ON ACTIVATION. REFER TO DETAIL ON THIS SHEET. 4. PROVIDE WITH 14" INSULATED ROOF CURB WITH FACTORY INSTALLED BURGLAR BARS. 5. MECHANICAL CONTRACTOR TO PROVIDE 12" HIGH REFLECTIVE UNIT NUMBERS WITH SPECIFIC A/C UNIT NUMBER TO BE POSTED ON EACH UNIT ON THE CONTROL PANEL DOOR AND SIDE WITH DISCONNECT IN A LOCATION VISIBLE FROM THE ROOF HATCH. 6. FACTORY INSTALLED GEAR DRIVEN ECONOMIZER WITH GLOBAL ENTHALPY CONTROLS AND OUTDOOR AIR HOOD. TWO CLEANABLE ALUMINUM MESH OUTDOOR AIR FILTERS TO BE FURNISHED BY LENNOX WITH ECONOMIZER. PROVIDE WITH POWER EXHAUST FANS (BAROMETRIC RELIEF DAMPER FOR 5 TON UNITS AND BELOW), 7. HACR CIRCUIT BREAKERS TO BE FACTORY INSTALLED AND FACTORY WIRED BY LENNOX ON ALL UNITS ABOVE 12.5 TONS. UNITS 12.5 TONS AND BELOW SHALL BE SUPPLIED WITH NON -FUSED SERVICE DISCONNECT" FACTORY INSTALLED AND FACTORY WIRED. NOTES: 1. PER FBC 2010 ENERGY CONSERVATION SECTION 503.2.5.4 (SHUTOFF DAMPER CONTROLS) PROVIDE MOTORIZED DAMPERS FOR O/A INTAKE FOR AHU. CONNECT MOTORIZED DAMPER TO TIME CLOCK TO CLOSE OUTSIDE AIR INTAKE AUTOMATICALLY WHEN THE SPACE SERVED IS NOT IN USE (OFF BUSINESS HOURS), F'roj. M!@r. JU Job. C.apt. SG T>raum by JT RON BARR, A.I.A. Rev'd by STATE OF FLORIDA I AR 0016160 o w w Z ~ O w¢ w w Fw H U o w 0 0 m O U O Q z rUj l=_- 0 0 U z F 2 0, 8 g,- z Ir w ,L c 8 s o m0 o ¢ W� z F- tr W t7 C? w Z ] z O O w O O° W co } F na ] ui m w c7 z z ¢ F-? U o m o . w zw af_o00 W IL 2 U O Z O a cn H U 7I ILLn W d W w z h p H z= w w a O r w o 0 cn z 0 F- z m z E z aQ a o w° a zw o z T z a- w 2a Oit zw <z 0 O� 0LL W Uz O w w F- < w< ! F- < 0❑ o R I- z-z 2 4 O COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO «# y� I, v, ik> Naw S A a � v,� v / 1 N � M9, a 1.evistons - C�7.1!1�1��►fa � M ail ,IL I� 7 1 V I..1 x Q H N � L O cm (0 cy) _m N cy) o N 'c LL N T N U. MC Lo tU ~ 0 Q C C O O IY (0 C (a r O U J✓ N U �- cn 0 N LO U r~ Sheet Titles MECHANICAL NOTES & DETAILS sca le; BUCHANAN P.E. CONSULTING I ELECTRICAL * MECHANICAL * PLUMBING ENGINEERING 6191 W. ATLANTIC BLVD., SUITE #2 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 964-590-2232 Email: mepengineers@aol.com RAJA BUCHANAN FL P.E # 48916 CERTIFICATE OF AUTHORIZATION # 8842 SEAL, RAJ.? UCW FL E # 48E SEP 0 4 2013 DATE: Date- 01-31-2013 Pro jest No. 12-027 Shreet No. M2-0 2 OF 2 FILE: 1612-M 1-0. D WG - I— I-__�j'IylglNlll�lilh J ��,':I�IfeT��1R1 � I I ^"I,�I`, - - _ - - - - - - - - - - - - - - 1, _._.. .. .................. ..,.-,... ..... ......._._. _........... .. __ _...... .__ ......_......_... _ -..... .... ...._.....___. .... .....___.._.. .,,._...... _ ....... ... __.. ... _ .. .._..........._..... _...... ...___.._._. .... ...... __._.. v I II I I \ iI II Ii ( I I I I I � I I \ \ L I I \ I,F I: I: I 6 I \ I I I II � II li I I i II i \ II II II II i Ii i I ili-..._.t. I =� ;III! I Ili '_l ' ,r,'-N���-n-• ':n��,� }� i, !III ( / \\.. I I � '1-� hl III Ilui w I NEW 1-1/2" 1 BACKFLOw-�� PRB04TER�,1 II _ T t� i \ NEW 1-1/2I� { ...... .... ......... .... ...... _ ..... :a_I ......... ... L.... WATER....' . L ............. METER i i �I I � n ( TO EXISTING CW \ SERVICE LINE, ty+1iF'ftz;_ .I:...f!{fIfiffi3l�.r r:w_Tfi:J±i({INI:fFfI�ITY�7.....Iltifl}tifi'....: SEE CIVIL PLANS n 1 A I s A vc / -- FOR EXACT L CAI"IOWII!1 , ; li t.__...._...k' s6FVF ( I r: ., NEW 2" CW LINE vcr ' STUBBED & CAPPED i u f ABOVE CEILING I I �...:....:..::::I_......__..._ FOR FUTURE USE, , :.,::.. .:: vc„T ,.A" I NOTE: ! UTILITIES I _ _.� -, THE EXACT LOCATION OF UTIL._ 'e x— COORDINATE WITH CIVIL PLANS FOR II, !!SHUT—OFF,IQ j Z MN ROOM I M C YALVE,�- q L.... �I �.I. �- J ..' (,A. H ROOM I I' N STUBBED UP & CAPPED 4" SANITARY LINE I�� ! FOR FUTURE USE ( ;�) i X I I { ,III I 'I I ... ........_ - - - + _� - hI -I — I � Y ' PUMP S.PECIFMNS:II MANUFACTURER: LIFT E MANT ; > w ; RECESSED DOCK I/ SUMP PUMP CONTROL WITH EXTERIOR AND INTERIOR AUDIBLE I, ALARM AND LOCKING COVER P 4� STORM�DRAI I C' CONNECT TO THE EXISTING STORM DRAINAG LINE, CONTRACTOR TO VERIFY EXACT LOCATION a_...SITE.w......'.:: : .............. ..... ............... ........ _ ........................................ I � I O O O O , I n„ n r✓ vt i.iii . i i v i v .may ,1 i REROUTE EXISTING SEWER LINE FOR THE ADJACENT TENANT, VERIFY EXACT SIZE AND LOCATION ® SITE. (NOTIFY ENGINEER OF ANY DISCREPANCIES) CONNECT TO THE EXISTING I SANITARY LINE, CONTRACTOR \I �g TO VERIFY EXACT SIZE AND LOCATION @ SITE. F , « EXISTING SANITARY LINE \ i Prop(. Meer, JU Job. Capt. a t. SG Drawn bS JT RON BARR, A.I.A. F;Zev,d by STATE OF FLORIDA IZa AR 0016160 U W H O Z ZQ = w w F- w zE W o o V o a. W 0 x Z° cd k z ¢ o o r o° a o P W W O U 00 Q aCD m F W o 3 , ° ❑ IE o z z o W g� o =; o �O W w ua cn } W U a} z f I= m z Z ¢ ? cn U O LL.w 0 w~x= aO g w O !¢ R LOL � Z O z Q U O a W O U j❑ U W u) a (Y Y a W z a� a W k= F H U Z a g W(J z= n w z o z Z 8 m° O$ w � x W 2 0 z w o 0, w~ Z 3 x man c�i DzOz0z°?j 00 a Z"_ U °o = 00i 0¢ z- af z o S Z ow.. 2 U u- OT W W O a U F- a W Q F- Q O❑❑ W F ZK 2 Q O COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO �r 4' MI' vaxV II Revisions- A COORDINATION 09-04-13 CADFILE No. H a � M O vM I s r. r ' i,M1�;r' 3 f CO �. ,Fj O Q N � L � O .� N � CO (4 c _ M0) N rn c o N r- � � c N C. � Lo m a E c c U U)� E L �o 0M W c: O 'y^, VJ }/�+ V r r' �J Lo �- U i (6 Sheet. Title PLUMBING PLAN Sca ►e: Date= Sheet No.01-31-2013 BUCHANAN P.E. CONSULTING INC. SEAL BUC N ELECTRICAL * MECHANICAL * PLUMBING f1oJectNo. ENGINEERING 6191 W. ATLANTIC BLVD., SUITE #2 F 8916 —O P 1 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 SEP 04 2013 ^�� Email: mepengineers@aol.com RAJA BUCHANAN FL P.E # 48916 1 OF 2 CERTIFICATE OF AUTHORIZATION # 8842 DATE-. __ _ __ FILE: 1612-P1-0. DWG