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HomeMy WebLinkAbout7551 Gall BlvdHWY 301 FL 33541 i' • • • • �►fl11l ftvv if ZoHY ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE ORDINANCEgCITY OF ZEPHYRHILLS " REVISIONS BY �'�• V tD M m N jam• Q ' 00 I O O^ r dJ e3 f"- U r � x C"J vi U N L7 :mD y N CrJ r� r 1 ; r; 5 r 5 r i 5, 9 4 4 [ �5 y4 r� 5 Sys 3, LL: 41 o. : Lu 00 0 0 m Q � LL.0 •v u' o Z > E a C. LL-o aN m� Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: MS Job: 21-082 Sheet T1 MATERIAL LEGEND SYM50L LEGEND CONSTRUCTION NOTES GENERAL NOTES WILDING CODE INFORMATION INDEX OF: DRAWINGS APPLICABLE CODES AND STA1�A�8ORK EARTH/ FILL 1. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL 1. ALL WSHALL CONFORM TO THE LATEST ADOPTED EDITION OF TI 1TILE / CODE &W THE FLORIDA BUILDING CODE: SEVENTH EDITION (2020) - BE IN ACCORDANCE WITH ASTM E84. ALL FINISH MATERIALS SHALL THE NATIONAL FIRE CODE "FLORIDA BUILDING CODE," "FLORIDA MEET A CLASS "B" INTERIOR FINISH RATING IN EXIT AND EXIT PLUMBING CODE," "FLORIDA MECHANICAL CODE;' "NATIONAL + ACCES8151LITY AG1 ARCMITEGRA& SITE KM BRICK BUILDING SECTION SYMBOL ACCESS AREA. CLASS "C" ELSEWHERE. ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL, STATE, •BUILDING ARCHITEMUM SI1E MAU AND FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES •MECHANICAL 2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE HAVING LOCAL JURISDICTION. • FLUMBING CONCRETE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. LSi LIFE S4%W MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS SHALL NOT 2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN BE USED. ACCORDANCE WITH THE CURRENT EDITION OF THE "GENERAL Ala I`LOOR FLAN STUCCO, CEMENT PLASTER, LIGHTWEIGHT CONCRETE _ CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" AIIA DOCUMENT 3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE A201. Ab ENLARGED TOILET ROCJi'4 PL." WALL SECTION SYMBOL CMU- LARGE SCALE IS LESS THAN 60 INCHES ABOVE THE FLOOR AND GLASS BELOW 18" A.F.F. AND ALL GLAZING IN DOORS SHALL BE SAFETY GLASS, 3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE FLORIDA FIRE PREVENTION CODE: SEVENTH EDITION Ak.- DN"ENB CNN Rj= PLAN AZ 101: FLORIDA 2018 ` TO THE ARCHITECT ANY MATERIALS, EQUIPMENT, OR DESIGN NFPA LIFE SAFETY CODE EDITION 119R,EM CEILM PLAN TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER FRG-2406.1 OF A3 ItOF PLAN FEATURES WHICH HE BELIEVES TO BE INADEQUATE OR UNSUITABLE, IN NFPA 10: NATIONAL ELECTRICAL CODE 20n EDITION CMU- SMALL SCALE 4. OBJECTS PROTRUDING FROM WALLS WiTH THEiR LEADING EDGES VIOLATION OF LAWS, ORDINANCES, OR RULES AND REGULATIONS OF Ada E EL.EYATIONS 2010 ADA STANDARDS FOR ACCESSIBLE DESM - BETWEEN 21" AND 80" ABOVE THE FINISHED FLOOR SHALL THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF AAb EXiEFJM EL.EYATIONS PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, ANY NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS. Ma W4U. SEGTIOI�ib METAL -LARGE SCALE DETAIL °SYMBOL PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED AT OR BELOW 21" ABOVE FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT. FREE 4. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, AO.Jb WALL WiCTIM STANDING OBJECTS MOUNTED ON POST OR PYLONS MAY OVERHANG EXPERIENCED IN THE WORK OF THEIR TRADE, TO ENSURE FiRST USE AND OCCUPANCY CLASSIFICATION Abc WALL 8ECTIM METAL OR SHEET METAL -SMALL SCALE 12". PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF CLASS WORKMANSHIP. ANY WORK NOT EQUAL TO BEST TRADE ASd WALL SECI'IM BUSINESS - 3,138 SF SECTION 304: BUSINESS GROUP 15" AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. STANDARDS SHALL BE REMOVED AND REPLACED AT NO Abe ENNA D PETALS ADDITIONAL COST. SHOULD ANY SUBCONTRACTOR REFUSE TO WOOD FINISH 5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITS AT IE REMOVE AND REPLACE UNSATISFACTORY WORK, THE CONTRACTOR ASP MAW= DETAILS DETAIL SYMBOL LOCATIONS INCLUDING, BUT NOT LIMITED TO, WALL MOUNTED MAY REMOVE AND REPLACE iT, AND CHARGE THE COST TO THE Aft ENLARGED DETAILS CABINETRY, FiRE EXTINGUISHER CARNETS, TOILET ACCESSORIES, SUBCONTRACTOR WOOD BLOCKING CONTINUOUS ` GRAB BARS, WALL STOPS, ETC- 18GA. GALV. FLAT METAL MAY BE Aba DOOR SGEEDIX.E / DOOR DETAILS USED IN LOCATIONS APPROVED BY ARCHITECT. 5. IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO BUiLDIidC•� NEIGMS AND AREAS DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE - Abb WHXW GCE' " / WHVJ PETALS _ WOOD BLOCKING INTERMITTENT 6, ANY CONCEALED COMBUSTIBLE SPACE IN WHiC4 BUILDING SAFETY OF PEOPLE AND OF THE BUILDING AND ITS COMPONENT / ArB WOW DETAILS Al MERIOR ELEYATiAlb TABLES 5043, 504,4, 5062 MAX ALLOWED pRpy(pEp HAVING A FLAME SPREAD INDEX GREATER THAN CLASS PARTS DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED INTERIOR ELEYATiM / CAOW PETALS TOTAL BUILDING AREA 9jd00 SF 3,138 SF gk C, _0 F.F.E. ELEVATION MARK A ARE EXPOSED SHALL BE DRAFTSTOPPED AS FOLLOWS: TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE PLYWOOD TOP OF SLAB rol EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SHALL DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE BUILDING I.ErAT 40 FT 33'-4" BE FIRESTOPPED AT EACH FLOOR LEVEL, AT THE TOP STORY REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR 101 nM R-OM / CELWs PLAN AND R MN SCINIDILE CEILING LEVEL, AND AT THE LEVEL OF SUPPORT FOR ROOFS AFTER COMPLETION OF THE PROJECT. Ni ARCHi1EC1l" SFECMATIM GYPSUM WALLBOARD 62. EVERY UNOCCUPIED ATTIC SPACE SHALL BE SUB DiViDED BY NUMBER OF STORIES 2 1 ARCNtTECT141 SPECFICATIONS INTERIOR ELEVATION MARK DRAFTSTOPS INTO AREAS NOT TO EXCEED 3)000 SQFT 6. ALL PRODUCTS AND PARTS SHALL Fit TOGETHER NEATLY, WITHOUT ro3.ANY CONCEALED SPACE BETWEEN THE CEILING AND THE DAMAGE OR DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED - RIGID INSULATION FLOOR OR ABOVE ROOF SHALL BE DRAFTSTOPPED FOR THE SURFACES, ALL PRODUCTS AND PARTS SHALL BE CONSTRUCTED/ $ 51RUC1ti�?AL$ KEYED DRAWING NOTES FULL DEPTH OF THE SPACE ALONG THE LINE OF SUPPORT FOR FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL NON 6L2 TYipM DETAILS THE FLOOR OR ROOF STRUCTURAL MEMBERS AND, 1F CONFORMING WORK SHALL BE REJECTED AND RE-ACCOMPLiSHED TYPES OF CONSTRUCTION $ > BATT INSULATION NECESSARY, AT OTHER LOCATIONS TO FORM AREAS NOT TO BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COSTS TO THE EXCEED 1,000 SQFT FOR ANY SPACE BETWEEN CEILING AND OWNER 62J FOJVATION PLAN TYPE OF CONSTRUCTION - VB NON-SPRIN<LERED DOOR NUMBER SYMBOL FLOOR, AND 3000 SOFT "ANY SPACE BETWEEN CEILING 622 ROOF FR41Ws KM TABLE 60 - FIRE RESISTANCE RATING FOR BWLDNrs ELEMENTS AND ROOF 1. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF 623 HIGH ROOF PRM* s PUNT �} 6A.DRAFTSTOPPiNG MATERIALS SHALL BE NOT LESS THAN 1/2'" NEW COMPONENTS. 53J ML. GECTIM THICK GYPSUM BOARD, 15/32" PLYWOOD, OR OTHER BWLDING EU31 M REQUIRED PROVIDED 000 ROOM NUMBER SYMBOL APPROVED MATERIALS THAT ARE ADEQUATELY SUPPORTED 6. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF 632 WALL SEGTIm 6.5.THE INTEGRITY OF ALL DRAFTSTOPS SHALL BE MAINTAINED CONSTRUCTION DOCUMENTS. COMPLETE SETS OF DOCUMENTS SHALL pRMq� STRUCTURAL FRAME 0 0 64•i $0I' m /v PETALS NOT BE BROKEN UP FOR BID PURPOSES. SUCH ACTION MAY RESULT 842 SECTIONS *0 DETAILS BMWs WALLS - EXTERIOR 0 0 (j WINDOW SYMBOL 1. WALL AND ROOF/ CEILING ASSEMBLIES NOTED AS UL., GA. OR OTHER APPROVED TESTING AGENCIES ARE CONSIDERED PROPRIETARY. IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK TO BE PERFORMED. $¢3 .r S � PETALS BEARING WALLS INTERIOR 0 0 PROPRIETARY ASSEMBLIES MUST BE BUILT UTILIZING THE - 644A SECTIM ALE? DETAILS NONBEARING WALLS AND PARTITIONS - EXTERIOR 0 0 COMPONENTS, MEANS, AND METHODS SPECIFIED BY THE TESTING 9. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO AGENCY. PERSONALLY FIELD INSPECT THE PROJECT SITE PRIOR TO THE PI PU s RAOR PLAN - &WARY NONBEARW% WALLS AND PARTITIONS - INTERIOR 0 0 PREPARATION AND SUBMITTAL OF HIS BID. THIS INSPECTION IS PZ PU s R= PLAN - WATER FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0 0 8. PROVIDE AND INSTALL TYPE ABC 10 LB PORTABLE FIRE REQUIRED SO THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR REVISION EXTINGUISHERS AS SHOWN IN THESE DOCUMENTS OR AS OTHERWISE WITH THE EXISTING CONDITIONS AND THEiR INTERFACE WITH THE NEW ROOD" ROOF CONSTRUCTION AND SECONDARY MEMBERS 0 0 DIRECTED BY THE LOCAL FIRE MARSHAL. CONSTRUCTION AS DEFINED IN THESE CONSTRUCTION DOCUMENTS. N RHVII6 GMPLAN 9. INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN 10. UNLESS OTHERWISE SPECIFIED, THE G.C. SHALL FURNISH A WRITTEN FS PI.ls PS RECL.AM"i T*K SM&I DETAIL TABLE 602 - FIRE RESISTANCE RATNG FOR WERIOR WALLS BEARING: AND NON BEARING ACCORDANCE WITH ASTM E 84. GUARANTEE FOR ALL WORK (EQUIPMENT, MATERIALS, AND LABOR), BASED ON FIRE SEPARATION DISTANCE AGAINST ANY DEFECTS IN SAID WORK FOR A PERIOD OF ONE (i) P1 GAR U{ PETALS 10. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, WITH ALL FIRE WIPAR,q�N DISTANCES REWIRED PROVIDED P8 PL L M" RISERd kv ec"Mm LESS THAN W-0" 1 WR I HR ACCORDANCE WiTH THE PROVISIONS OF ASTM C 635 AND ASTM C APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL PS PLIMNS SPECFIGArM 636. COST t0 THE OWNER ��y�� E) �/l�iiu"iR PRIUNIA iC LAYCIff FROM 5'-01 TO 10'-01 i H I HR 11. MATERIAL, OTHER THAN FOAM PLASTIC USED AS INTERIOR TRIM 11. IT SHALL BE THE RESPONSIBILITY OF THE G.C. ANDIOR _ WALL TYPES SHALL HAVE A MINIMUM CLASS C FLAME SPREAD AND CONTRACTORS TO COMPLY WITH ALL THE REQUIREMENTS OF THE FROM to'-O' TO 30'-0" 0 0 M 194 4M PLO0IIZ PLAN SMOKE -DEVELOPED INDEX WHEN TESTED IN ACCORDANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT OF 1910 BY THE US. CsREATER THAN 30'-0• 0 0 MZ hCca•IAt+IIi,AL ROOF PLAN ASTM E 84. DEPARTMENT OF LABOR AND REQUIRE ALL iTS SUBCONTRACTORS AND EMPLOYEES TO COMPLY WITH THIS LAW, AND ANY RELATED M3 MECIONiGAL. NOTES *0 SCW.ES 12. INTERIOR WALL SURFACES WITHIN (2) TWO FEET OF URINALS AND STATE OR LOCAL LAWS. M4 MECHANICAL PETALS FiRE AND SMOKE P1�OTECTION FEATURES _ KEY PLAN SECTION SYMBOL WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT NMMICrBIL E�TB SURFACE TO A HEIGHT OF (4) FOUR FEET ABOVE THE FINISHED 12, THE DATA GIVEN HEREIN AND ON THE DRAWINGS 15 AS EXACT AS FLOOR MINIMUM, THE MATERIALS USED iN SUCH WALLS SHALL BE OF COULD BE SECURED. THEIR ABSOLUTE ACCURACY 15 NOT AGO81BLY TIRE RATWA REQUIREp PROVIDED A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. GUARANTEED, AND THE G.C. SHALL OBTAIN EXACT LOCATIONS, El ELECTRICAL. SPECMATIM MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL EZ ELECI'FCAL LIGIM PLAN 13, SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE SATISFACTORILY ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF FiRE WALL - 106J AND TABLE 106.4 WA WA ES ELECTRICAL P01M PLAN SHAFT A14D EXIT ENCLOSURES - 113.4 / 1020.1 LATEST ADOPTED FLORIDA ACCESSIBILITY CODE FOR BUILDING THE BUILDING. DO NOT SCALE PRINTS. VERIFY ALL DIMENSIONS E4 ELECTRICAL RISER DIAGRAM AAD PANEL. SCFLES CONSTRUCTION AND SHALL COMPLY WITH CHAPTER 1 SECTION 103 WITH THE ARCHITECT PRIORI TO COMMENCING WORK LESS THAN 4 STORIES WA WA SIGNS. ES ELECTRICAL DETAILS OCCUPANCY SEPARATION - 1013.9 / 5084 WA WA 13, THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL E5a ELECIRtG,e,L, EpJIPIW LIST NOT BE ALTERED IN ANYWAY BY THE CONTRACTOR OR THE OWNER E$Z ELECTRCCAI. EQJIPhENIT LIST ALTERATIONS SHALL BE MADE ONLY BY THE ARCHITECT OF TENANT SEPARATION - 108.1 WA N/A E53 ELECTRICAL. EpJIPM':TIT LIST EXIT PASSAGEWAY-1013.4 / 10243 WA WA RECORD. ESA ELECTM& EGUII°hM LIST 14. REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL EW CAR WASH EGUP'W *0 DETAILS INFORMATION. HORIZONTAL EXIT - 10135 / 1026a WA WA EW CM DASH - COWL VINTAGE SINGLE OCCUPANCY FIRE AREA - 1013a0 N/A N/A Ma CM WASH - MMOR IIM EW GAR ELEJ�ICAL. SC TIC 1 I NOTES ARCHITECT'S PROJECT 5I� • F�.�iDA i�V 1 A�� T AL g�Vl'�1�/�. "' CORRIDORS (OCCUPANT LOAD LESS THAN 30) - 1020a (uNSPRiNKLERED) N/A NIA 91W - EL IRLIN EW CAR W45H ELECTRICAL PANEiB Eu6 CAR KOM - 01YISION OF WOW / LEG#' O MEANS OF EGRESS EN GAR W M - =*M W RX CONFk WTION THE PRODUCTS IDENTIFIED IN THE FLORIDA PRODUCT APPROVAL SCHEDULE ARE THE DIRECT RESULT OF THE PRODUCT'S MANUFACTURER EU CAR WAM - SCWMTIG FM CAMATIA+I TABLE 1004E - MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLARIFICATION OF IN DESIGNING, TESTING AND GAINING APPROVAL FOR THE PRODUCT ED CAR WASH - FM INNA1V CO VW LAYOZ FIND PANCIES IN OR DOCUOMISSIONS THE MEETING THE REQUIREMENTS OF THE BUILDING CODE. BY EM CAR WASH - POS ELECTRICAL DI,IIL Wa LAYOUT' FROSHOULD DRAWINDER GS OR DOCUMENTS, OR SHOULD HE BE 6'-0° T, THEFLORIDA PT SIGNING AND SEALING THIS DOCUMENT, THE ARCHITECT IS ACCEPTING FLOOR IN DOUBT AS TO THEIR MEANING, HE SHALL NOTIFY THE ARCHITECT y RESPONSIBILITY FOR THE SELECTION OF THE PRODUCT IN MEETING THE AREA OCCUPANCY SQUARE AREA N TOTAL S ED CAR W M - WAV CANT LAYOUT FIVE PAYS OR MORE BEFORE DATE SET TO RECEIVE BIDS, WHO WILL SIGN TO BE REQUIREMENTS OF THE FLORIDA BUILDING CODE, BUT NOT FOR THE FOOTAGE SQ.FT. PER OCCUPANTS EII+b CM W - PXjT LAYGI,IT SEND, AFTER CONSIDERATION, IDENTICAL INSTRUCTIONS TO ALL MOUNTED ON I RESPONSIBILITY OF THE PRODUCT ITSELF. OCCUPANT Ell CAR WASH - FM POW LAYOUT' BIDDERS. iN THE EVENT CLARIFICATION 15 DEEMED NECESSARY, 2, x 6' x 1/2" EW CAR IIIASH - FM POKER SCFEDU.E OFFICE / NEITHER OWNER NOR ARCHITECT WILL BE RESPONSIBLE FOR ORAL INSTRUCTIONS. EXTERIOR SYSTEM MANUFACTURER PRODUCT APPROVAL NUMBER LOBBY BUSMSS 2W SF 100 3 EU CAR W45H - FM COMMMATM LAYA,R GRADE PLYWOOD ,..,�, ENTRANCES YKK 35D FL 120W2 WASH TUNNEL / E 0 GAR W45H • pmcatL (CATION Sf�EDU 2. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL UTILITY TAPS, ELECTRICAL , 727 ' 78a• 7525 EQUIP/ STORAGE / EQWFMExT 3;440 W 300 12 E.11 CAR KUM • RX GATE COMML. LA►YMt WINDOWS YKK YES 45 FI FL 121B262 CONNECTIONS, EXISTING PLUMBING PANEL i STa� EV CAR W M -GATE GONWIL 6CHE �EP.T. DOORS CURRIES HOLLOW METAL FL 11531.1 TOTALS 3,138 SF B LOCATIONS, GAS METERS AND MECHANICAL EQUIPMENT AGAINST THE PLANS AND REPORT ANY DISCREPANCIES DURING: THE BID w„..: tt� r„RY 4 x 4 x �,_:„�,,F,M•v,:n,,,,:,., , M EP1 SITE PHOTA+EIIQIG PLAN V-0" WOOD PROCE55, P05t W2 SITE PHO?ONEii�lC DETAILS @ LOUVER MECHANICAL RUSKM COMPANY HORIXOONT BLADE FL 21829.4 EN E#6CIRiCAL SiTE PLAN 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION AND LOUVER SUBMITTALS TO UTILITY COMPANIES FOR THIS PROJECT. y� MEANS OF EGRESS REQUIRED PROVIDED ESDiO - THERMISER 4. GENERAL CONTRACTOR SHALL VERIFY GOVERNING REQUIREMENTS OVERHEAD COOK COMPANY ROWs ROLLWs - FL 11411b PRIOR TO 51D AND ALL REQUIREMENTS FOR A COMPLETE FIRE APPROXIMATE `t ROLL -UP DOOR -"OF! NON -INSULATED / SPRINKLER 5Y6TEM ARE TO BE INCLUDED IN 51D. GRADE NON -IMPACT RATED EGRESS WIDTH PER 02" x OC = TOTAL 3" SNAP -CLAD 5. CONTRACTOR TO 5A5E 51D ON PROVIDING FIRE EXTINGUISHERS AS ALUMINUM ROOF SHOWN ON PLANS AND TO COORDINATE WITH LOCAL FIRE MARSHAL METAL ROOFING, PETERSEN ALLNINUM SYSTEM 16a PALL FL 244238 MINff1UM CLEAR EXIT 32" >32 „ REQUIREMENTS. <;, 1 1 t i WITH STIFFENING DOOROPETIING - 1010.0 PROJECT c t I i RIBS, ,04 T14ICKNESS 6. CONTRACTOR SHALL BID THIS PROJECT COMPLETELY WiTH NO ! t t ^ J 1 MAXIMIM COM•iON PATH OF < 5, EXCEPTIONS UNLESS INSTRUCTED BY OWNER CONTRACTOR SHALL TRAVEL -TABLE 10061U PROVIDE ALLOWANCES ON ANY ITEM THAT CAN NOT BE RESOLVED ,. 1 j "` Qj ( `' REG�UiRED Sl�'iITTALS RE Y IEW DURING THE BiD PROCESS. �� L� CONSTRUCTION OF A SINGLE STORY FREE STANDING MASONRY EXIT ACCESS TRAVEL CARWASH INCLUDING BUILDING, FULL SITE DEVELOPMENT AND 1. CONTRACTOR SHALL PROVIDE UNIT PRICING TO OWNER ON ALL DISTANCE- TABLE 10112 200 `2� UTILITIES. PHONE:, GAS, TELECOMMUNICATION, AND POWER COST FOR THIS CONCRETE • ELECTRICAL MMMUh'( NUMBER OF PROJECT INCLUDING BUT NOT LIMITED TO TRENCHING, CONDUIT, LINE NOTES: ANCHOR BOLT • ROOFING CIViL DRAWINGS ARE NOT PART OF THIS DESIGN( PACKAGE AND WILL PULLS, CONNECTION, ETC. 0STRUCTURAL STEEL STOREFRONT SYSTEMS EXITS - 10062.1, Oft 2 3 BE SUBMITTED UNDER A SEPARATE PERMIT 1. GENERAL CONTRACTOR TO PROVIDE AND JOISTS AND DECK • DOORS AND HARDWARE 8. THE ARCHITECT ASSUMES THE GENERAL CONTRACTOR HAS INCLUDED INSTALL 51GNAGE FOR OLIVERI ARCHITECTS TO LIGHT GAUGE MILLWORK BUILDING SiGNAGE IS NOT PART OF THIS SCOPE AND WILL BE iN HIS BID/PRICING THE HIGHEST QUALITY AND GREATEST QUANTITY BE LOCATED VISIBLE TO MAIN ROAD / ENTRY. • PLUMBING + EXTERIOR FINISHES SUBMITTED UNDER A SEPARATE PERMIT FOR THE PURPOSE OF RE50LVING ANY CONFLICTS IN THE HVAC • INTERIOR FINISHES CONSTRUCTION DOCUMENTS WHICH ARE IMPLIED OR UNDEFINED. 2. SIGN TO BE MOUNTED AS SHOWN OR MOUNTED TO PROJECT FENCING. 9. ALL 51D NUMBERS SHOULD INCLUDE BREAKDOWN OF UNiT PRICE. 3. CONTACT OLIVER[ ARCHITECTS FOR IMAGE FILE. PROJECT TEAM ARCHITECT'S STATEMENT LOCATION MAP DEVRI OFEQ TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, THE PLANS AND .E£' oumQ NCJ INVESTMENT CO., INC. 1320 EAST 9TH AVENUE ALLIANt PARTNERS LLC 1320 E. 9TH AVENUE SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FiRE SAFETY STANDARDS A53 =r r TAMPA, F 33602 P L TAMPA, FL 33605 DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH�n 1813) 424-1814 1813I 342 -3602 SECTION 110.e.4.4 FBC AND CHAPTER 633, FLORIDA STATUTES. � } AJQC 4[TEGT MECA4MICA i x OLIVERI ARCHITECTS 32101 US. HWY.i9 Fi rmQf'QIC_dl MOCI FLORIDA INC. PALM HARBOR FLORIDA 34684 121-1ST-1525 405 2ND STREET SOUTH, SUITE Bq SAFETY HARBOR, FLORIDA 34695 121-698-0398 � agag _ � y .� C' � � /..r!'.G Du,£ ��,�`• „���..h... Vic' 3, �� F ���� �� I#R SrtF4£ STIRUCTURAL CIVIL �� � ' � •f "fir%' s"�� ��;s „ ,'�r��'�'��"�ff , MOHAN ENGINEERING BOWLER ENGINEERING � s �:.•� ."�!.' £ �'' r�` �' 3040 GULF TO BAY BLVD., SUITE 209 CLEARWATER FLORIDA 33159 3520 NORTHDALE BLVD SUITE 3008 121. 191. 1505 tAMPA, FLORIDA 33624 813.812.4100 REVISIONS BY ' �rS o CO _y U cq n ro O r•' O CJ L7 m UD it d cu > 3 x ►-. c N 1 ti a zN Al y I l F 0 �:. � co o U- : J 4, V' o-.z Q . or + z cv v 0 0 y 0 a, N O ti is O C M u') >. M M m 4 = CD U C � N O _ Z > L o m m 1Z � 1-L- N m Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: MS Job: 21-082 Sheet T2 REVISIONS BY tD J00 00 m N y ti U rCC. Cq v tt O O tU. VW Q N • ? j 00 O o0 3 O x N N 1 ; Cn 9 O4Z2. 00 Ci: O f 0 0 : Q O•z; a Qi N o � y U �I li � f O R^ 0) 'Q r� j � m Q _ 7 c ° Z > o m n- m a � 0 �N z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: MS Job: 21-082 Sheet AS1 i -- - - T-r—. —� _ � ;: � �� gut o ff, i3 � � u �i�;_ ::..� ; .a � t5. ,. I I I I I I _� I I i I I I i I i i 1—�T i �(� :�:, 1�—� e f WALL MOUNTED TYPE ABC 10 LB FIRE EXTINGUISHER - CONFIRM NUMBER, TYPE AND LOCATION WITH LOCAL FIRE MARSHALL. (PROVIDE CATO PLASTIC EXTERIOR CABINET - MODEL CHPC-I0 WHERE 5H40LL I INSIDE OF TUNNEL) PROVIDE ADA ACCESSIBLE GRATE OVER TRASH PIT AND TRENCH DRAIN - SEE SONNY'S AND PLUMBING DRAUJINGS EXIT TABULATION BASED ON NFPA 101 - BUSINESS CONTRIBUTING AREA (sa FT) 2W SF 3,440 SF OCCUPANCY BUSINESS STORAGE / EQUIPMENT OCCUPANCY LOAD FACTOR 300 (SQ FT.1 PERSON) OCCUPANT LOAD (PERSONS) 3 12 TOTAL OCCUPANTS 15 CAPACITY OF MEANS OF EC%WSS 1" REQUIRED (PER PERSON) EXIT CAPACITY REQUIRED (INCHES) 3" DOUBLE DOOR (68" 1 EXIT CAPACITY !i) - 68" PROVIDED) SINGLE DOOR (34" EXIT CAPACITY (1) - 34" PROVIDED) SINGLE DOOR (34" CD EXIT CAPACITY (1) - 34" PROVIDED) TOTAL EXIT CAPACITY PROVIDED 136" BUILDING CODE INFORMATION APPLICABLE CODES AND STANDARDS GENERAL BUILDING MIGHTS AND AREAS THE FLORIDA BUILDING CODE: SEVENTH EDITION (2020) TABLES 5043, 504A, U*2 MAX. ALLOUED PROVIDED • ACCESSIBILITY • BUILDNG TOTAL BUILDING AREA '30W SF 3,138 SF • MECHANICAL BUILDING NEWT 40 FT 33'4" • PLUMBING NUMBER OF STORIES 2 1 FLORIDA FIRE PREVENTION CODE: SEVENTH EDITION NFPA 101: LIFE SAFETY CODE FLORIDA 2018 EDITION NFPA 10: NATIONAL ELECTRICAL CODE ton EDITION 2010 ADA STANDARDS FOR ACCESSIBLE MSK44 USE AND OCCUPANCY CLASSIFICATION BUSINESS - 3,138 SF SECTION 304: BUSINESS CsROUP "B" TYPES OF CONSTRUCTION TYPE OF CONSTRUCTION - VB NON-SPRIWLERED r I NOTE: REFER TO SONNY'S CAR WASH DRAUJINGS FOR ADDITIONAL INFORMATION. LIFE SAFETY LEGEND METAL STUD PARTITION —4— — — —0 PRIMARY PATH OF TRAVEL -00--------0 SECONDARY PATH OF TRAVEL EXITS - SEE EXIT TABULATION ® EXIT SIGN - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION FIRE EXTINGUISHER - WALL MOUNTED LIGHT GAGE STEEL TRUSS SIGNAGE KNOX BOX MOUNTED AT 60" A.F.F. Ii M .- PLAN SCALE: 3116" ■ V-0" - -- - - - - T� =1f , !a -I. �i REVISIONS BY f, r Cn N N cJ Ems- U U o �- �� U 1.7 cu N ' Q « y Q o o ti y p � • ti o r N I �s I i4G iki§ \O00 .'v v LL: I o : C L.L . �.. .�� .0 \k� ® RAG z o > y r .-7 {I Q� L � A M m Q = � LA- U cn 0 0 Z > L v m ®� a _ 0- Q N Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: MS Job: 21-082 Sheet LS 1 F---- - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - �i • a HNI:51-+ K-UUK on KEYED NOTES OOUTLINE OF OVERHANG / ROOF ABOVE - SEE ROOF PLAN AND EXTERIOR ELEVATIONS. U2 ROOF AREA BELOW - SEE ROOF PLAN OROOF ACCESS LADDER - SEE DETAIL 2/A5s OUTLINE OF HEADER ABOVE - SEE CEILING PLAN 5 OUTLINE OF OVERHEAD ROLL - UP DOOR - SEE DOOR SCHEDULE OKNOX BOX MOUNTED AT 4'-6" A.F.F. O8"XS" "R" MALTESE GROSS SIGN IN ACCORDANCE WITH SECTION 633.22 FS. SIGN SHALL BE AFFIXED 24" FROM RIGHT SIDE OF ENTRANCE AND SHALL BE MOUNTED 4-6 FEET FROM GROUND. OS PRIMARY RAIN LEADER - DISCHARGE ONTO SPLASH BLOCK U9 TELEPHONE BOARD - SEE ELECTRICAL DRAWINGS 10 MASONRY WALL STEP it ELECTRICAL PANELS - SEE ELECTRICAL PLANS 12 BOLLARD - SEE DETAIL 3/AS2 13 CAR WASH ELECTRICAL PANELS EQUIPMENT - BY VENDOR 14 UNI-MAC WASHING MACHINE BY CARWASH EQUIPMENT VENDOR - SEE PLUMBING AND ELECTRICAL 15 DETECTABLE WARNING SURFACE - SEE CIVIL PLANS Ib CONCRETE CURB - SEE SITE PLAN 0 ADA CONCRETE RAMP - SEE CIVIL PLANS IS TRAFFIC SIGNAGE - SEE CIVIL PLANS 19 LANDSCAPE AREA - SEE LANDSCAPE DRAWMGS 20 P.O.S - BY OWNER. PROVIDE DATA TO LOCATION - SEE ELECTRICAL DRAWINGS 21 CONCRETE DRIVEWAY - SEE SITE PLAN AND CIVIL PLANS 22 CONCRETE WALK - SEE SITE PLAN 23 MASONRY WALL TO RECEIVE VINYL PANELS BY CARWASH EQUIPMENT VENDOR - APPLY ENERSHIELD-HP, VAPOR BARRIER TO ENTIRE FACE OF WALL PRIOR TO INSTALLING PANELS 24 CONCRETE WHEEL STOP 25 MASONRY CONTROL JOINT TO ALIGN WITH STUCCO CONTROL JOINTS - SEE EXTERIOR ELEVATIONS 26 SMOOTH SAND STUCCO ON CMU - SEE WALL SECTION 2'I PAINTED MASONRY WALL - SEE WALL SECTION 28 MASONRY WALL WITH I" RIGID INSULATION, Ix3 FURRING STRIPS AND 1/2" GYP. BD. (PROVIDE 2xb CHASE WALL FRAMING AT PLUMBING WALL IN TOILET ROOM 104) t (PROVIDE 3-5/8" FURRING AT WALL BEHIND WATER COOLER) 29 WALL MOUNTED FIRE EXTINGUISHER (PROVIDE CATO PLASTIC EXTERIOR CABINET - MODEL CHPC-10 WHERE SHOWN INSIDE OF TUNNEL) MILLWORK - SEE INTERIOR ELEVATIONS TV MONITOR - BY OWNER KEYED NOTES - C 74T V 32 UNDER COUNTER REFRIGERATOR - BY OWNER 33 PUBLIC DRINKING BOTTLE FILLER - SEE PLUMBING DRAWINGS 34 HOSE BIBB - SEE PLUMBING PLANS 35 TRENCH DRAIN WITH METAL GRATING - SEE PLUMBING DRAWINGS 36 POINT -OF -USE ELECTRIC WATER HEATER - SEE PLUMBING PLANS 0 MOP SINK - SEE PLUMBING DRAWINGS 38 CONVEYOR TRENCH - SEE STRUCTURAL DRAWINGS 39 CORRELATOR PIT - SEE STRUCTURAL DRAWINGS 40 CAR WASH EQUIPMENT - BY VENDOR 41 TRASH PIT - SEE STRUCTURAL DRAWINGS 42 MICROWAVE - BY OWNER 43 FURNITURE - BY OWNER ONOT USED 45 LAUNDRY BINS - BY OWNER GSHIPS LADDER - SEE WALL SECTIONS AND DETAIL 1/A5s 0 NOT USED 48 4"x4" STEEL TUBE COLUMN - SEE STRUCTURAL PLANS 49 MASONRY WALL BELOW TO STOP AT BOTTOM OF DECK - SEE STRUCTURAL PLANS AND WALL SECTIONS - TYPICAL MILLWORK W/ SPRINGLOADED ADA SHELF - SEE DETAIL 1/Alb 51 1'-6 1/2" x 14'-0" TIRE SHINE TRENCH - SEE STRUCTURAL DRAWINGS 52 HAND SINK - SEE PLUMBING DRAWINGS 53 WALL MOUNTED WATER BOTTLE FILLER - SEE CARWASH VENDOR AND PLUMBING DRAWINGS - PROVIDE BLOCKING PER MANUFACTURERS SPECIFICATIONS 54 PROVIDE SMOOTH BREAK METAL THRESHOLD AT ROOF ACCESS LADDER - SEE DOOR SCHEDULE 55 TRENCH DRAIN - SEE CIVIL PLANS FLOOR IOLM SCALE: 3/16" a V-0" 4" UJ,4LL LEGEND DOOR SYSTEM - REFER TO DOOR SCHEDULE O WINDOW SYSTEM - REFER TO WINDOW SCHEDULE 3-5/8" MTL STUD FRAMING W/ 1/2" GYP. BD. EA. SIDE 8" C.M.U. WALL W/ NO FURRING 8" C.M.U. WALL W/ I" RIGID INSULATION, lx4 FURRING STRIPS, 1/2" GYP. BD. WHERE SHOWN ON PLANS GwENERL NOTES 1. REFER TO ARCHITECTURAL AND CIVIL SITE PLANS FOR ADDITIONAL SITE INFORMATION. 2. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONFIRM NUMBER, TYPE AND LOCATION WITH LOCAL FIRE MARSHALL. 3. SEE SHEET Aba AND Abb FOR DOOR AND WINDOW SCHEDULE. 4. REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL INFORMATION. 22 REVISIONS "y �i 00 CO CO oO U N ro b o .- �� C Q a ti > —00 3 o x / 'u y a ice.. a . N .17 I y5 a 5,' vrvgwiv £S�GI �s O.'� !00t7 LL:O 6 0 :Q LL Q•s Y" R U 00 N ~ =d O � O O •� LT. > y a� ll �7 Q� 0 <C M >. M m ,4 rn U rri `'" v C Vf C F— "O v a m=EL ,y ® o N <C " m t� z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: MS Job: 21-082 Sheet Ala KEYED NOTES Nam; ALL S>GNAGE TO CONFORM TO THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR, CONTRAST AND a WALL HUNG LAVATORY - SEE PLUMBING RE: I -AND GRADE 2 BRAILLE REG24.iIREMENTS. MOUNT ON LATCH SIDE OF ❑2 H.C. WATER CLOSET - SEE PLUMBING DOOR ON NEAREST ADJACENT SURFACE ❑3 36" GRAB BAR a42" GRAB BAR 0 ® a WALL MOUNTED SOAP DISPENSER SURFACE MOUNTED ELECTRIC HAND DRYER - SEE ELECTRICAL 1 Q SURFACE MOUNTED TOILET TISSUE DISPENSER MEN WOMEN 6 -/X11 K/ ❑8 WALL MOUNTED MIRROR FROM TOP OF SPLASH TO 6'-S" AFF. - MATCH WIDTH OF VANITY OR 0 ® ❑9 PIPE INSULATION KIT no DIAMETER TURN AROUND ............ .. .. .. ...... .. .. .... .. C ,_, ......,. _.,.Y:..., v. ............... _...... ...._ .................... ..:.,:.,_, it 30" x 48" CLEAR FLOOR SPACE i2 60" x 60" CLEAR FLOOR SPACE UNl I r 1 L.NAM — 4 .. ......... ................ 13 SURFACE MOUNTED FEMININE NAPKIN DISPENSER saw am avm •amp i - - 14 BABY CHANGING STATION ,...- i 13 15 HC SIGN - SEE DETAIL "A" ON THIS SHEET \ 2 \� ib PROVIDE BLOCKING AS REQUIRED - SEE DETAIL "B" THIS SHEET t- ; (�2/Alb 9 3 i ail �0 ' li PUBLIC DRINKING BOTTLE FILLER - SEE DETAIL 6/Aib I M 1 t I DETAIL fft � 14 � � � \ c i in � 1P- 6� 18 NOT USED SCALE: N.T.S. `` :---- _ ,� 6 i9 POINT OF USE ELECTRIC WATER HEATER - SEE PLUMBING 104 ---------- ---� r------ 5 i i 12 10 AS PER WALL TYPE rn 19 i 11 - r--- cA iD COVER PLATE 1/4' 2" ESCUTCHEON 15 LAG BOLTS =' L 1 1/2" DIAMETER i. S.S. GRAB BAR A/Alb , SOLID BLOCKING 21_611 31_411 BETU -•EN METAL STUDS AS REQUIRED uz"J�v 1 1/2" ' 1 112" /DIA.t NOTE: ALL GRAB BARS INCLUDING THOSE MOUNTED AT TUBS, SHOWERS, AND TOILETS AND TOILET MOUNTED GRAB BARS SHALL BE DESIGNED AND SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 POUNDS AFDFLIED AT ANY POINT DOWNWARD OR HORIZONTALLY AS REQUIRED BY TEE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. (PROVIDE SUFFICIENT BLOCKING BEHIND EACH GRAB BAR INSTALLATION) SCALE: 3" w 11-0i1 C I DETAIL �g i� TOILET l., l ii II StsALE: it TOILET ACCESSORIES ✓/Ct C -/A V }L HIGHEST OPERABLE --EDGE OF WALL PART OF ACCESSORY ACCE860R1' WECRC ATIGN rr...sr.rr� SURFACE MOUNTED TOILET TISSUE DISPENSER BOBRIGK 8-685 TRASH RECEPTACLE FRP-01 FRP-01 FRP-01 SURFACE MOUNTED ELECTRIC HAND DRYER XLERATOR XL-SB OR EQUAL HIGH i Pt-02 LOW p b" 16 -. _ F3 FRAME t DOOR , II 3b GRAB BAR BOBRICK 8-6806 X 36 SATIN FINISH. WITH SNAP FLANGE x � #1C d Z �, t� I - cp 4 5 16 42" GRAB BAR FBOSRICK SAP FLANGE SATIN f = z U .4 8 FIN151-I FLOOR 314 __-_ ___ ro 1 3 : , WALL MOUNTED SOAP DISPENSER BOBRICK 5-155 CLR M'N. a 7 g 2 9 19 WALL MOUNTED MIRROR BOBRICK 8-Ibr 1830 WALL HUNG SINK ELECTRICAL WAi ER COOLER PAPER TOWEL DISPENSER SURFACE MOUNTED FEMININE NAPKIN DISPENSER BOBRICK 8-210 13 EDGE OF WALL VB-01 VB-01 BASE BASE VB-01 BASE BABY CHANGING STATION KOALA KARE K5200 - 00 CREAM INTERIOR ELEVATIONINTERIOR, RM. * 104 3 ELEVATION RM. * 104 INTERIOR ELEVATION RM. * 104 z OPEN E J—FI". SCALE: 3/Sil - 11-011 SCALE: 3/811 11-0" SCALE. 3/6li , 11-0" 15" CLEAR M!N FLOOR e9 OOUNTER MOUNTED 5INK H.C. URINAL 4O" EDGE OF WALL _ FRP-01 OF WALL';; _ 1 12 42" __.__,_._...fir ___.__-._. .,, ✓ � �; 12" 2411 GRAB BARS JT ��—GR4B, BARS-, �. DISPENSER LOCATION Q Q i6 14 6 F� Il C:NER�►L NOTES m @ m �� FINISH INISH M` 'b` �` �•, � � � FLOOR H.C.. W. FLOOR � � _ I. FOR TYPICAL H.G. SIGN MOUNTING DETAIL, SEE DETAIL "A" THIS SHEET 2. FOR TYPICAL GRAB BAR ANCHORING DETAIL, SEE DETAIL "B" THIS SHEET I WATER CLOSET H.C. WATER CLOSET 3. FOR TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS, SEE DETAIL "C" THIS SHEET NOTE: TYPICAL MOUNTING HEIGHTS UNLESS OTHERWISE NOTED VB-01 BASE 4. FOR CEILING HEIGHTS, SEE REFLECTED CEILING PLAN 2. THE FLUSH VALVE MUST BE LOCATED ON THE APPROACH SIDE Or ANY ACCESSIBLE WATER CLOSET 5. FRP WALL PANELS TO RUN TO BOTTOM OF CEILING - SEE FINISH SCHEDULE FOR TYPE - TYP. TYPICAL M� TI r�IGWTS INTERIOR-ELEVATION® � a WATER COOLER ELEVATION SCALE; L31 µ 1 RM. * 1m4 SCALE: 3/6" - 1'-0" RM. * 102 REVISIONS BY r 00 CM N CO 20 'I, coo i x ram- U 0 per. C_ U L7 Cu N ' 00 0 o I�w v y C�V Cn .n N N 4 My qS � F 3 a I qgy¢g VNI y3 y 4iu�F'i, q JR t%6 I o :Q uI_J r :a 0 5- I a v> .� cc, z o � o 0 > O � y U ram+ D., v O 0 0 r- M N 2 >. M m Q = s U V) co 'v 0 D Z > L v mCL L L_ N W Z Date: 08. 25. 21 Scale: AS (VOTED Project Mgr: AC Drawn: GN111 Job: 21-082 Sheet A 1 b IQ, -Ail Mi-All m 17G1-../All DIMENSION PLAN NOTES I. THIS PLAN 15 FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR 6" WIDE U.N.O. - BLOCK WALLS ARE DRAWN AT S" WIDE U.N.O. 3. 5" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, U.N.O. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS 01 FLOOR PLAN SCALE. 3/16" - V-011 -- - REVISIONS BY r 'IT � Cn T? m N Fir O O CN U CC U / N � Gl. •~ U C7 .- ►�t O L7 N Q — o �xN 3 o r,- .� y y ti G CNN ►ter m r� /y 5 4 O O��vJ�RI •���V Lt_' -.i o d 0 = : p • G� I Q441 Yam. V :Z o .•r-'T > Q +� y (D U � a 0 0 «. V) C' < M NO >. M •� 3 M 4- m Q C CDU (A LA- c� 0 ° Z > L v N m rL m a � ® 0 r4) 3 Q m � z Date: 08. 25. 21 Scale: AS (VOTED Project Mgr: AC Drawn: MS Job: 21-082 Sheet Alc k• I: _ f J .,..- x it KEYED NOTES 01 SUSPENDED HAT -CHANNEL CEILING GRID TO RECEIVE VINYL PANEL CEILING BY CARWASH EQUIPMENT VENDOR - COORDINATE DIRECTION OF HAT CHANNEL WITH VINYL PANEL INSTALLER - SEE WALL SECTIONS �2 SMOOTH SAND STUCCO FINSH SOFFIT / CEILING - SEE SECTIONS - PAINT COLOR TO MATCH MAIN FIELD OF EXTERIOR ELEVATIONS - SEE ELEVATIONS 1�3 CONTROL JOINT IN STUCCO CEILING OEXTERIOR LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS. 5 NOT USED 6 NOT USED OACCESS DOOR TO ROOF - SEE DOOR SCHEDULE V MASONRY HEADER - SEE STRUCTURAL OROOF ACCESS LADDER - SEE DETAIL 2/A5e 10 OVERHEAD ROLL -UP DOOR 11 2'X2' ACCESS PANEL IN CEILING - GC TO COORDINATE ACCESS PANEL WITH ALL FRAMING / MTL DECK AS NECESSARY 12 ROOF AREA BELOW - SEE ROOF PLAN 13 NO CEILING IN THIS AREA - REFER TO ELECTRICAL FOR LIGHTING 14 NOT USED 15 MASONRY WALL TO BOTTOM OF DECK - SEE STRUCTURAL DRAWINGS t WALL SECTIONS ib THRU WALL LOUVER ABOVE LOUVERED DOORS - COORDINATE OPENING WITH STRUCTURAL AND SEE MECHANICAL DRAWINGS FOR MORE INFORMATION 11 SURFACE MOUNTED LIGHT FIXTURE ATTACHED BOTTOM SIDE OF MEZZANINE DECK - SEE ELECTRICAL DRAWINGS 18 EXHAUST DUCT TO EXHAUST FAN ON ROOF - SEE MECHANICAL DRAWINGS FOR MORE INFORMATION. 19 WALL MOUNTED FAN. GREENHECK AX-31-160-0434-A3 WITH SCREEN, CONTROL WITH ON OFF SWITCH. 20 CONT. P4000 UNISTRUT SYSTEM TO RUN FULL LENGTH OF TUNNEL. JOIN SEGMENTS TOGETHER WITH P1061 EG PLATES HUNG FROM BOTTOM CHORD OF JOISTS. SPACE UNISTRUT AT 1'-0" APART CENTERED IN TUNNEL - SEE REFLECTED CEILING PLAN AND WALL SECTIONS. 21 APPROXIMATE CAMERA LOCATIONS - FINAL ANGLE AND LOCATION TO BE COORDINATED AROUND EQUIPMENT AND WITH OWNER PRIOR TO INSTALLATION - SEE ELECTRICAL DRAWINGS 22 MOUNT LIGHT FIXTURES IN TUNNEL AS HIGH AS POSSIBLE - TYP. K� • 1. CONFIRM EXACT LOCATION AND REQUIREMENTS WITH OWNER'S SIGNAGE SUPPLIER PRIOR TO ROUGH -IN. 2. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK. 3. SEE ELECTRICAL DRAWINGS, FOR ALL LIGHT FIXTURES SPECIFICATIONS. 4. ALL STRUCTURAL STEEL, JOISTS, METAL DECK AND CEILING CHANNEL FRAMING WITHIN THE CAR WASH AREA SHALL HAVE A RUST -PROHIBITIVE PAINT AND THE STANDARD SHOP PRIMER SHALL NOT BE VISIBLE - TYPICAL. 5. REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL INFORI IATION. 6. HEIGHTS IN THE CARWASH TUNNEL ARE TAKEN FROM FINISHED FLOOR 0'-0" - TYPICAL U.N.O. ELECTED CE IL INCH LEGEND METAL sruc FasrErtirG NOTES 0 I. ALL METAL FRAMING FOR CEMENT PLASTER CEILING SHALL BE 25 GAUGE TYPICAL (UN.O.) 2. METAL STUDS SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (3) 0.1454 RAMSET POWER DRIVEN FASTENERS 3. METAL STUDS / CLIP ANGLE SHALL BE CONNECTED TO METAL STUDS WITH MIN (4) 012-14 TEK SCREWS 4. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (2) 0,145" # RAMSET POWDER DRIVEN FASTENERS AT 16" O.C. 5, CONTINUOUS TRACK / STUDS / CLIP ANGLES SHALL BE CONNECTED TO CONC. / CMU WITH (2) 1/4"o x 1 1/4" TAPCON FASTENERS AT 24" O.C. 6. CONNECT METAL STUDS / CLIP ANGLES TO WOOD TRUSSES WITH (4) 1/4"4 WOOD SCREWS 1. CONNECT SHEATHING TO METAL STUDS WITH 012-14 TEK SCREWS AT 6" O.C. 8. CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK WITH (2) 010 TEK SCREWS AT 24" O.G. 9. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED - CLIP ANGLES SHALL MATCH OR EXCEED THE STUD GAUGE 2' x 2' SUSPENDED CEILING GRID SYSTEM WITH 2' x 2' LAY -IN ACOUSTICAL CEILING TILES METAL DECK WITH PLYWOOD SHEATHING AT TOWERS - SEE WALL SECTIONS CEMENT PLASTER CEILING (SMOOTH FINISH) SUSPENDED CEILING PANELS - PROVIDED AND INSTALLED BY SONNY'S CAR WASH VENDOR 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION WALL MATED LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION 4' DUAL TUBE FLUORESCENT LIGHT, SURFACE MOUNTED - SEE ELECTRICAL FOR MORE INFORMATION EXIT LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION FLOOD LIGHT - NOT USED ® EXHAUST FAN - SEE MECHANICAL FOR MORE INFORMATION MECHANICAL SUPPLY REGISTER - SEE MECHANICAL FOR MORE INFORMATION MECHANICAL RETURN REGISTER - SEE MECHANICAL I I FOR MORE INFORMATION 04 SECURITY CAMERA - SEE ELECTRICAL DRAWINGS 2'XV ACCESS PANEL - GC TO COORDINATE ACCESS ,<L� PANEL WITH ALL FRAMING / MTL DECK ABOVE - TYP. 1�I ELECTED CE IL INCs PLAN SCALE: 3/16" m r-0" REVISIONS III BY 00 CO Cn w o ti ; ro 0 �tl °' oo 3 � o zm e s ya �fYi gg 'sag 5 O�v 'COD �LL::� ; l o (D N ri! O O n .-7 il. 0 a V' O Z Y— Q M 4- S C m C C.a N v c O Z > L v m a >y 0 d N Q m Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: MS Job: 21-082 Sheet A2 PRECAST LINTEL - SEE STRUCTURAL v NOTCHED APRON : AND SCUPPER SET IN P.T. WOOD BLOCKING P.T, WOOD BLOCKINGFLANGE 1 ELASTIC ROOFERS j t [ CEMENT AND NAILED f 5' X b ` SCUPPER,_ 1 TO WOOD BLOCKING „ 8' X 16 SCUPPER TWO-PLY STRIPPING SEE 5MACNA PLATES 1-26 THRU 1-26 `. 9LOPF 1!2" � a P.T. WOOD BLOCKING >: -- ------------- ,- ; { 44 P.T. WOOD BLOCKING ROOF MEMBRANE ALUMINUM DOWNSPOUT ° AND CONDUCTOR RIGID INSULATION HEAD METAL ROOF DECK . NOTE: SET BOTTOM OF OVERFLOW SCUPPER TO BE MAX, OF 3" ABOVE BOTTOM OF PRIMARY SCUPPER e6CONDARY I—ER DETAIL 0 w'A 11�," FT. V n ..wv—. L NOTES I. ALL PITCHED ROOF SYSTEMS SHALL HAVE A 4:12 PITCH UN.O. 2. ALL FLAT ROOF SYSTEMS SHALL HAVE A 1/4" PER FOOT SLOPE UTi.O. - ROOF JOISTS SLOPE - SEE STRUCTURAL 3, ALL ROOFING COLORS TO BE SELECTED BY ARCHITECT U.N.O. 4. ALL EDGE FLASHING TO BE ALUMINUM UN.O. PRECAST LINTEL - 5. ALL MISC. FLASHING TO BE ALUMINUM U.N.O. SEE STRUCTURAL 6. NO ROOF PENETRATIONS SHALL BE MADE THRU ANY METAL ROOF SYSTEMS U.N.O. NOTCHED APRON AND SCUPPER 1, REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL FLANGE SET IN INFORMATION. ELASTIC ROOFERS CEMENT AND NAILED S. ALL WOOD TO BE PRESSURE TREATED, UNLESS NOTED OTHERWISE. TO WOOD BLOCKING TWO-PLY STRIPPING ROOF MEMBRANE RIGID INSULATION METAL ROOF DECK e a 5' C.M.U. 0 1 SCUO'f�I? t C-ON =TOR HEW) DETAIL SCALE: I" . 1'-0" 16 GA. MIN. FRAME 2" WOOD NAILER - INSULATION SUPPLIED BY CURB MANUF. SEE STRUCTURAL DRAWINGS ANGLES AND FRAMING AT UNIT OPENINGS NOTE: ALL FLASHING, FASTENERS t CANTS TO MEET ROOF MANUFACTURERS WARRANTY REQUIREMENTS. SEAL STRIP COUNTERFLASHING FASTENED APPROX. 18"" O.C.-SUPPLIED AND INSTALLED BY SHEET MTL. CONTR. BASE FLASHING P.T. WOOD BLOCKING FASTENED TO DECK 2X CANT STRIP 7A)l EQUIMIENT CUfM DETAIL SCALE: N.T.S. KEYED NOTES 01 VERSIWELD SINGLE PLY TPO ROOFING MEMBRANE OVER 3-1/21' MINIMUM ISOBOARD INSULATION OVER METAL ROOF DECK STANDING SEAM ALUMINUM ROOFING OVER "ICE AND WATER SHIELD" OVER 5/5" EXTERIOR GRADE PLYWOOD SHEATHING PARAPET WALL SYSTEM WITH EIFS TRIM AND METAL COPING - SEE WALL SECTIONS QCONTINUOUS 4" CANT STRIP - SEE WALL SECTIONS V BUILT-UP CRICKET AS REQUIRED �6 PRIMARY ROOF SCUPPER TO COLLECTOR BOX W/ DOWNSPOUT - SEE DETAIL 2/A3 0 SECONDARY ROOF SCUPPER - SEE DETAIL 3/A3 0 LOCATION OF FUTURE S}GNAGE BY SIGN VENDOR - SEE EXTERIOR ELEVATIONS 10 EXHAUST VENT - SEE MECHANICAL DRAWINGS }I OUTLINE OF BUILDING BELOW ROOF CURB FOR MECHANICAL ROOF TOP UNIT - SEE DETAIL A/A3 12 3 AND MECHANICAL DRAWINGS 13 APPROXIMATE LOCATION OF PLUMBING VENT - SEE PLUMBING PLANS 14 MECHANICAL GOOSENECK - SEE MECHANICAL DRAWINGS 15 ROOF ACCESS LADDER - SEE DETAIL 2/A5e 16 METAL DOOR SYSTEM - SEE FLOOR PLAN AND DOOR SCHEDULE }-I DIAGONAL WALL BRACING - SEE WALL SECTIONS AND STRUCTURAL DRAWINGS FOR MORE INFORMATION 15 APPROXIMATE SIGNAGE LOCATION - SEE EXTERIOR ELEVATIONS ROC* PLAN SCALE: 3/16" - i'-01" VERSIWELD TPO SINGLE -PLY ROOF SYSTEM .080 MIL THICK PETERSEN ALUMINUM COIF, "SNAP CLAD" SERIES STANDING SEAM ALUMINUM ROOF SYSTEM, .04" THICKNESS x 16" WIDE PANEL WITH STIFFENING RIBS, STONE WHITE - FLORIDA PRODUCT APPROVAL 024423.8 OVER "GRACE HT ICE AND WATER SHIELD" WATER PROOF MEMBRANE INDICATES DIRECTION OF DOWNWARD SLOPE OF ROOF REVISIONS BY ' , 00 CO � CO L4 r--. 00 v 9C�2 cad �., N 8 ./ a .- �� U • CV t�S =' > Q 'd ti . N Co r� s ys4 J. ... �a 9y 5. 00 6 CD U-' —i [ ❑ Q�� 00 �o +n U O v R+ O 0) Q M 4- m Q = �Uvi c°� -CJ :� N O ° Z > L o m -C 1L Q m _ a i i, ° N Q z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: MS Job: 21-082 Sheet A3 GENERAL TES EXTERIOR FINISHSCHEDULE KEYED NOTES KEY PLAN 1 APPROXIMATE GRADE / PAVEMENT - VERIFY 16 EIFS BAND - SEE DETAIL B/A5g 2l STUCCO BASE - SEE WALL SECTIONS }. ALL ROOF SLOPES SHALL BE 4:12 UNLESS NOTED OTHERWISEP-} S{-IERWIN WILLIAMS- CDLDR SWi005 -PURE WHITE 2. EXTERIOR FINISH TO SE SMOOTH SAND FLOAT STUCCO FINISH Ul�i.O. CONCRETE CURB / SIDEWALK - SEE ARCHITECTURAL SITE PLAN I'1 CoINAtE W(7 SIGNAGE PROVIDE VENDOR ELECTRICALCKING AS ND - 28 DECORATIVE EIFS TRIM (SIMULATED LOUVERS) -SEE DETAIL A/A5g _.:.. a P-2 SHERWIN WILLIAMS -COLOR 5WR011 -GRAY SCREEN 3 APPROXIMATE LINE OF ROOF WALL BEHIND PARAPET DRAWINGS 29 7P0 TO RUN UP BACKSIDE OF PARAPET WALL SYSTEM -SEE WALL 3. GENERAL CONTRACTOR RACTOR TO VERIFY ALL GRADE ELEVATIONS O a SECTIONS y ` i �',s . 3 x ? sSYsa.,: •m i -� ,s-"..sx;�, .F£ �x�` O STANDING SEAM METAL ROOF SYSTEM - SEE ROOF PLAN 18 METAL DOOR SYSTEM - SEE FLOOR PLAN AND SCHEDULE.:,..' ` f r z 4 k5: 4. PROVIDE PROPER FLASHING AT ALL REQUIRED AREAS TO ENSURE A P-3 PANTONE - i688C 0 ROOF TOP CONDENSING UNIT (CU) MOUNTED ON 14" EQUIPMENT `' � �� "��� � � �� � y,::; ,:,: •, :::; s�;�: s ; WATERTIGHT 'CONDITION � L./ ALUM FASCIA WRAP - SEE WALL SECTIONS 19 ALUMINUM HURRICANE RATED LOUVER - SEE WINDOW SCHEDULE CURB. TOP OF CU IS APPROXIMATELY 21'-4" AFF. .... .., FOR MORE 1NFOR1IATION A �O A 5 T I �® PLASTIC/ VINYL, N METAL - - - >.r $, 5. La CORNER BE D O BE 00 PL L, O E L P 4 SHERWIN WILLIAMSWILLIAM5 COLOR 5Wi0-11 GRAY SCREEN ALUMINUM SCUPPER AND DOWNSPOUT SYSTEM SHEET FLOW ONTO CONCRETE SPLASH BLOCK 20 EXTERIOR ROLL -UP GARAGE DOOR SYSTEM - SEE WINDOW / 6. EF5 PROFILES - SEE CORRESPONDING PROFILE DETAILS ON DOOR SCHEDULE 5HEET Ash P-5 SHERWIN WILLIAMS - COLOR 5W6083 - SABLE � LIGHT FIXTURE - SEE ELECTRICAL 21 ALUMINUM RAIN DEFLECTOR - SEE DETAIL 2/A6a G -1. GENERAL CONTRACTOR TO SUPPLY ELECTRIC SERVICE FOR SIGNAGE P-6 S4-IERiUIN WILLIAMS COLOR SlU'o081 DOWN HOME O ALUMINUM STOREFRONT DOOR / WINDOW SYSTEM - SEE (SEE ELECTRICAL RICAL PLAN) AND COORDINATE SIZE WITH VENDOR AND - - FLOOR PLAN AND DOOR SCHEDULE 22 METAL FRAMED OVERHANG - SEE WALL SECTIONS AND OWNER STRUCTURAL DRAWINGS �I SNAP -CLAD ALUMINUM STANDING: SEAM METAL ROOFING G SMOOTH SAND FLOAT FINISH STUCCO - SEE WALL SECTIONS 8. ALL GUTTERS AND DOWNSPOUTS TO BE PAINTED WITH ADJACENT � SYSTEM _STONE WHITE a3 KNOX BOX MOUNTED AT 60" AFF. -SEE PLAN FOR LOCATION COLOR - TYPICAL 10 OPEN TO BEYOND 24 8"x8" "R" MAL7E5E CROSS SIGN IN ACCORDANCE WITH SECTION '3. REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL it FRY-REGLET 2" NON -VENTED REVEAL - DGS-625-200 633.22 FS. SIGN SHALL BE AFFIXED 24" FROM RIGHT SIDE OF INFOStIATION, ENTRANCE AND SHALL BE MOUNTED 4-6 FEET FROM GROUND. 12 CMU PARAPET WALL SYSTEM BEYOND SEE PLAN FOR LOCATION. 13 1" THICK E.IF,S TRIM - SEE ELEVATIONS FOR WIDTHS - TYPICAL 25 MASONRY CONTROL JOINT TO ALIGN WITH STUCCO G CONTROL JOINTS 14 CMU PARAPET WALL SYSTEM WITH EIFS TRIM AND METAL COPING - SEE WALL SECTIONS 21VERTICAL t HORIZONTAL STUCCO CONTROL JOINTS - SEE WALL SECTIONS - TYPICAL 15 SECONDARY OVERFLOW SCUPPER - SEE DETAIL 3/A3 P-3 1 5 30'-0" AFF. 1 2'-41' 6'-01' / i9'-4" 3'-@" / TOP OF I ! 9 MASONRY 26'-S" AFF. j 0" AFF. _ TOP OF TOP OF 5 MASONRY P- i RFI PARAPET P- I 24' 0" A.F.F. 14 16 TOP C , f'-4 ) 9 9 -- 1. 5 P-6 fi 22' 0" AFF, 26 22'-0" AFF. _ _ _. B�..." TTO}'. OF = ....------------------ ------ -- -. . _ ._...-._... _..._....-- ------ - - ------ -- - -- ...� - --- - --- -- TOP OF WINDOW 0 76 Elly 16 3 T I 26 PARAPET 25 3 9 25 15 9` 25 25 3 ----- ED 9 26 i j - _c' Bi i- �_._-_.1 -- - -_ - -_ _.. -_ -_ - -- - -- __- -_ - _- - -_�_. __ - I-- -- ---- -- - -- -- - - -- - - - - - - - -- _ _ _. --.. } . _. _ _ i L JOIST BEARING _I I I 14'-0" AFF, = -- ' � � 14' 0" AF i I I F. I i JOIST BEARING JOIST BEARING 12'LL -4" A�=. 22 12'-4" AF "o OTTO� OF TOP OF FRAI Ep 22 _ OPENING — - _- - - 5 16 P 4 9 CANOPYP-4 : , .:.. 26 t rt P-3 25` 25 I __--- ----- ..Ak TOP BOOR `r 9 P-3 P-6 OPENING 9 TOP OF DOOR . OPENING _ 10 cvs•. Ii.. co IL 8 25 9 ts► Il / }t I } , --- - ---- : Y -- --- - 3 6 AFF. OR OF - - - t OF REVEA�. REVEAL 0 -0 FF F.F.E. TOP OF SLAB TOP OF SLAB P-3 EIJ P-5 3 i P_I El---/ 5 � ' i 19'-9" 19'-9" 17'-91/2" 22'-8" oEXTERIOR ELEVATION - EAST SCALE: 3/16" = 1'-011 3'-Oil .y 24'^°a11 :_y9lII ' % %d 5 I � I I P-2 -- 3'-@' 4'-0" 16'-8" 4'-S" 2 I 26'-S" AFF. TOP OF 5 MASONRY j P-2 I6 26'-S" AFF. TOP OF i 12 14 11 MASONRY 22 -@ AFF. _ P-} ....... TOP OF 21'-4" AFF, _.:.. �, i f'-4 C 3 4 - �i 29 ED PARAPET TOP OF I i ': PARAPET I6 1, 1 9 21'-4" AFF, n" 9 a I 28 16 4 TOP OF P 1 SLgP 29 Ea- P-ro,\ I , I• .. _ PARAPET I I " I' L. � , A I 3 I _ � I I 1 .I I a6 E:: RFl — -- 4� 6 11 I 26 ,ex Bess ar wash..= P-3 - — 141-0" AFF. @ 12 4 AFF. 9 P I mt ©4 BOTTOM OF I JOIST BEARING 5 P-4 P-3 OPENING 13'-4" AFF. . .....,......... _.... . 5 BOTTOM OF 12'-011 AFF. _ ...... _...... -- LOUVRE Pe6 BOTTOM OF _ I 16 P 4 DOOR OPENING O ..... ......... 101_@1' AFF. a TOP OF WINDO 8'-2" AFF. 9' i 26< 71 OPENING Kf TOP OF DOORiO : _ 8'-2" AFF. OPENING L' - TOP OF DOOR 26 OPENING I I 1�1 24 2 I 3'-6" A.F.F.A3'-6" AFF. _,.. _ _... I1 i : i 11 3'-6" AFF. 23 P-5 TOP OF TOP OF TOP OF REVEAL REVEAL i 2 REVEAL } IA11 1 1 ED� i 21 - i 2'} Z"f P-5 1 11 2i O'_011 FFE. 01-01, FF.E, i @ -0 F.F.E. TOP OF SLAB TOP OF SLAB TOP OF SLAB "VARIES" P'S TOP OF TUNNEL SLAB (SEE 5b 5 A5 STRUCTURAL) EXTERIORELEVATION CT - EXTERIOR ELEVATION - SOUTH SCALE: 3/16" = I'-01E SCALE: 3/16" a II-011 4 GENERAL NOTES EXTERIOR FINISH SCHEDULE KEYED NOTES KEY PL I. 2. 3. 5, ALL ROOF SLOPES SHALL BE 4:12 UNLESS NOTED OTHERWISE E>TERIOR FINISH TO BE SMOOTH SAND FLOAT STUCCO FINISH U.N.O. GENERAL CONTRACTOR TO VERIFY ALL GRADE ELEVATIONS PROVIDE 1 ROPER FLASHING AT ALL REQUIRED AREAS t0 ENSURE A WATERTIGHT : CONDITION AL;.. CORNER BEADS TO BE I0090 PLASTIC/ VINYL, NO METAL P-1 P-2 P-3 P-4 SHERWIN WILLIAMS - COLOR SWiOsZ�S -PURE WHITE SHERWIN WILLIAMS - COLOR SWIO-71 - GRAY SCREEN PANTONE - 1688C SHERWIN WILLIAMS -COLOR SW101I -GRAY SCREEN 0 3 o 4 `✓ V APPROXIMATE GRADE / PAVEMENT - VERIFY CONCRETE CURB / SIDEWALK - SEE ARCHITECTURAL SITE PLAN APPROXIMATE LINE OF ROOF / WALL BEHIND PARAPET STANDING SEAM METAL ROOF SYSTEM - SEE ROOF PLAN ALUM FASCIA WRAP - SEE WALL SECTIONS ALUMINUM SCUPPER AND DOWNSPOUT SYSTEM -SHEET FLOW ONTO CONCRETE SPLASH BLOCK 16 000ORDINATE 18 19 20 EIFS BAND - SEE DETAIL 5/A5g WGNAGE BY SIGMA OVIVENDORDE LOCKING AE REQUIREE - DRAWINGS METAL DOOR SYSTEM - SEE FLOOR PLAN AND SCHEDULE ALUMINUM HURRICANE RATED LOUVER - SEE WINDOW SCHEDULE FOR MORE INFORMATION EXTERIOR ROLL -UP GARAGE DOOR SYSTEM - SEE WINDOW / 0 28 29 o 30 o STUCCO BASE - SEE WALL SECTIONS DECORATIVE EIFS TRIM (SIMULATED LOUVERS) - SEE DETAIL A/A59 TPO TO RUN UP BACKSIDE OF PARAPET WALL SYSTEM - SEE WALL SECTIONS ROOF TOP CONDENSING UNIT (CU) MOUNTED ON 14" EQUIPMENT CURB. TOP OF CU 15 APPROXIMATELY 21'-4" A.F.F. IIA4b _. ....... __........_......_�- '•S'`:?i:r:^�:.:i':k":::`:� yi:":9;'.b. "s:.>�:v^v'?:r . ;........ki%e.S.2`o5.c�;iv:'�isss��r. T "`y j ����£ ❑ 4 i €_" E, �su;z,;:; ;,,>-zk ryzu 11 cv -------�\ � � � : 2� ,; �_�„ , ,A •,,• � �..� .., f 6. 1. P. S. EIPS FROFiLE5 - SEE CORRESPONDING PROFILE DETAILS ON SHEET ASS GENERAL CONTRACTOR TO SUPPLY ELECTRIC SERVICE FOR SIGNAGE (SEE ELECTRICAL PLAN) AND COORDINATE SIZE WITH VENDOR AND OWNER .ALL. Gi�TTERS AND DOWNSPOUTS TO BE PAINTED WITH ADJACENT COLOR - TYPICALAL RE. ER TO SONNY`S CAR WASH DRAWINGS FOR ADDITIONAL P-5 P-6 ICI SHERWIN WILLIAMS - COLOR SW6063 - SABLE SHERWIN WILLIAMS -COLOR SW62�SI -DOWN HOME SNAP -CLAD ALUMINUM STANDING SEAM METAL ROOFING SYSTEM -STONE WHITE 0 a 0 ID 11 LIGHT FIXTURE - SEE ELECTRICAL ALUMINUM STOREFRONT DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR SCHEDULE SMOOTH SAND FLOAT FINISH STUCCO - SEE WALL SECTIONS OPEN TO BEYOND FRY-REGLET 2" NON -VENTED REVEAL - DC5-625-200 21 22 23 24 DOOR SCHEDULE ALUMINUM RAIN DEFLECTOR -SEE DETAIL 2/A6a METAL FRAMED OVERHANG - SEE WALL SECTIONS AND STRUCTURAL DRAWINGS KNOX BOX MOUNTED At (PC" AFF. -SEE PLAN FOR LOCATION 8"x8" "R" MALTESE CROSS SIGN IN ACCORDANCE WITH SECTION 63322 FS. SIGN SHALL BE AFFIXED 24" FROM RIGHT SIDE OF INFORMATION. 12 CMU PARAPET WALL SYSTEM BEYOND ENTRANCE AND SHALL BE MOUNTED 4-6 FEET FROM GROUND. SEE PLAN FOR LOCATION. 13 G I" THICK E.(F.5 TRIM - SEE ELEVATIONS FOR WIDTHS - TYPICAL 25 MASONRY CONTROL JOINT TO ALIGN WITH STUCCO 14 CMU PARAPET WALL SYSTEM WITH EIFS TRIM AND METAL COPING - SEE WALL SECTIONS 26 CONTROL JOINTS VERTICAL < HORIZONTAL STUCCO CONTROL JOINTS - SEE WALL 15 SECONDARY OVERFLOW SCUPPER - SEE DETAIL 3/A3 SECTIONS - TYPICAL 'CAP C PAR -A! TOP C 26'-8" AFF. TOP OF MASONRY 22'-C" AFF. TOP OF PARAPET A.F.F. ........... A JOIST BEARING TOP OF SLAB "VARIES" TOP OF TUNNEL SLAB (SEE STRUCTURAL) Lor E>CTERI OR ELEVATION - WE%71 SCALE: 3/16" = i'-0" 30'-01, AFF. Y TOP OF MASONRY 26'-8" A.F.F. TOP OF MASONRY OIL 22'-0" AFF. TOP OF MASONRY 1 11 I6 -8 AFF. ! JOIST BEARING 12'-4" AFF. BOTTOM OF CANOPY AFF............ F. BOTTOM OF DOOR OPENING 8'-2" AFF. TOP OF DOOR OPENING V-6" AFF. Y TOP OF REVEAL i, 0'-0" Fr-.E. TOP OF SLAB I "ELV I tTCxUE E>CTERIOim ELEVATION - NORt H SCALE; 3/16" W I'-0" SCALE: 3/16" s V-011 02D 1 E X 5 24'-0" A.F.F. TOP OF MASONRY 22'-0" AFF. TOP OF P-4 1 PARAPET P-3 P-4 12'-4" A.F.F. BOTTOM OF CANOPY V-6" AFF. TOP OF REVEAL 0'-01, FF.E. .... ................ TOP OF SLAB "VARIES" TOP OF TUNNEL SLAB (SEE STRUCTURAL) =1_-411 1A1_/A11 a—f—mil REVISIONS BY � r � N 00 ~' o C' U C\J vi iJ O LO cJ Q O ►--� 0 N � 3 00 ►� N co �r 1 ; HIP 0 j 0 o: 00 o Q 0 w -I Z - f o0 y F—, m o X Q 72 0 • 4 rJ r co r~ 0 ti O C 0) t't � .� 3 W) c m Q � �_^/� V/ U w O Z > C)U) - m m a f1 U- N ( m Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: MS Job: 21-082 Sheet A4b KEYED NOTES Gl VERSIWELD SINGLE PLY TPO ROOFING MEMBRANE OVER 3-1/2" MINIMUM ISOBOARD INSULATION OVER METAL ROOF DECK U2 SINGLE PLY TPO ROOFING MEMBRANE TO RUN OVER 4" CANT STRIP, UP AND OVER PARAPET WALL UNDER COPING. OCONTINUOUS 4" CANT STRIP OSTEEL BAR JOISTS WITH RUST INHIBITIVE PRIMER - SEE STRUCTURAL DRAWINGS OMETAL ROOF DECK - PROVIDE RUST PROHIBITIVE PRIMER - SEE STRUCTURAL DRAWINGS O3-1/2" MINIMUM ISOBOARD INSULATION O1/5" SMOOTH STUCCO OVER PAPER -BACK MTL LATH APPLY ENERSHIELD-HP, VAPOR BARRIER TO PLYWOOD SHEATHING OS LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS 0 E_IF.S TRIM - SEE PROFILES ON SHEET A5g 10 HOLLOW METAL DOOR AND FRAME - SEE DOOR SCHEDULE 11 ALUMINUM STOREFRONT DOOR / WINDOW SYSTEM - SEE FLOOR ,A PLAN AND DOOR SCHEDULE 2 5IM A 2 A5f e A5f 12 METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS �� e 5L E S Q Niece 5 SLOPE 13 I/2" CD GYPSUM WALL BOARD 3�I x x x 30'-0" AFF. 3l x x ' 30'-0" AFF, i/2° YI'P' R 04" 14 WALL BOARD OVER I x 3 FURRINGSTRIPS At ib O.C. o x ! ......._ TOP OF x TOP OF OVERRIGID INSULATION. GYP. 50. TO St VE CEILING. x x _ --- - - x I MASONRY -( x =x -� ' MASONRY FURRING STRIPS AND INSULATION TO RUN TO BOTTOM OF DECK B 15 REINFORCED CONCRETE SLAB ON GRADE - SEE STRUCTURAL 12 B 12 2'I DRAWINGS x x O 'xx }eeeeeee A5f x x �w O xx eeeeeese A5f 16 8" MASONRY WALL SYSTEM - SEE STRUCTURAL DRAWINGS _._._. (REFER TO FLOOR PLAN FOR LOCATION WHERE WALL IS TO RECEIVE FINISHED GYP. BD. WALLS - WHERE FINISHES ARE NOT SHOWN, CMU IS 70 BE FLUSH STRUCK / FLOATED AND PAINTED - sLQP� sLQP�E r TYP-) ` li REINFORCED CONCRETE FOUNDATION SYSTEM - SEE STRUCTURAL x x x x nx x xx o xx O a x x i DRAWINGS 85 OVER "ICE AND WATER AD ALU111INUM SHIELLD OVER 5/8'EXTERIORDIWs SEAM METAL I�GRADSYSTEM ' I PLYWOOD SHEATHING xx G ' "JJ 1 x x I 19 STEEL BEAM -SEE STRUCTURAL DRAWINGS x x x 25'-4" AFF. xx O 1 x x a ... 25'-4" AFF. ........ I t FIXTURE - ELECTRICAL BOTTOM OF BOTTOM OF FRAMING '"'' FRAMING x ..x o xx x x O xx 21 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL x x DRAWINGS x TO xxSTUCCO FINISH PIER BEYOND - SEE EXTERIOR ELEVATIONS 9 23 10-MIL VAPOR BARRIER UNDER SLAB 46 4b 24 El 1/2" EXPANSION JOINT 25 EQUIPMENT - REFER TO SONNY'S CAR WASH DRAWINGS FOR 12 16 iZ 33 ADDITIONAL INFORMATION 33 lb 26 118" STUCCO OVER HIGH RIBBED STRUCTURAL METAL LATH 2i 5/8" SMOOTH SAND FLOAT FINISH STUCCO ON CMU 28 CEILING AND WALL VINYL PANELS BY CARWASH EQUIPMENT VENDOR - x x x x x SEE GENERAL NOTE 03 FOR MOISTURE PROTECTION DETAILS O x C� x .. x x 29 CONTNNOUS FLASHING AS REQUIRED ALUMINUM COLLECTOR HEAD AND DOWNSPOUT - SEE ROOF PLAN AND EXTERIOR ELEVATIONS 18 32 32 31 OVERHEAD ROLL -UP DOOR HEAD PLATE - SEE FLOOR PLAN AND . ... DOOR SCHEDULE p 3 3 F j A5f 12 erne®err.® 1 � 1 32 FRY RIGL£T TEF�f"(INATION BAR -BAR HEIGHT TO BE 8" MINIMUM 46 t2 4b ABOVE CANT STRIP b HORIZONTAL REINFORCING AT 16" OC - SE STRUCTURAL DRAWINGS 33 E { 5 43 5 43 - t ' TOP Ia>w SL PEAPPROXIMATE 40 35 40 I6'-0" APP. 34 COORDINATE WITH ATIN VENDOR FOR EXACT LOCATION ELEVATIONS AND TIE -BEAM ,°" TOP C?F x x x J/x MASONRY 35 KO. BLocK -SEE STRUCTURAL DRAWINGS __ 5 ' ' i5'-11 I/2" AFF.------------- --------- -- - JOIST BEARING 36 8" PRECAST CONCRETE LINTEL - SEE STRUCTURAL DRAWINGS JOIST BEARING I ' 31 ALUMINUM METAL PARAPET COPING - SEE ELEVATIONS FOR COLOR 4 ' 38 4" VINYL COVE BASE -TYPICAL WHERE WALLS HAVE FINISHED GYP. BD. S 39 1/2 " EXTERIOR GRADE PLYWOOD SHEATHING ® ' j 55 55 j 46 O CONTINUOUS STEEL ANGLE - S££ STRUCTURAL DRAWINGS ...._.. .'__._ __..- ...... ..... ... — --- -- -- ----T------ :�--_—.._ __ _ ........T........ .....---= V RIG DECK INSULATION EXTEND INSULATION TO UNDERSIDE OF 41 a ® `� 42 DUCTWORK ACCESS - SEE STRUCTURAL AND MECHANICAL DRAWINGS 12'-4" AFF, 51 i 0 i 43 R-IS BATT INSULATION At FRAMING ,rwe®rr BOTTOM OF 28 21 51 27 STEEL HAT CHANNEL SUB -FRAMING: (GW) AT I6" O.C. TRIM - 21 28 45 6" THICK CONCRETE PAVEMENT DRIVE-THRU - SEE CIVIL DRAWINGS 16 16 j O FRY REGLET CHANNEL SCREED - DCS 625 50 OR DCS 625-200 -SEE ELEVATIONS i 33 _.__... _.....__ . _.. _..__. _._.........._ _...._-- 4i CONCRETE CONVEYOR / CORRELATOR TRENCH - GRATES PROVIDED BY GARWASH EQUIPMENT VENDOR - SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION - O SHIP LADDER AND RAILING SYSTEM - SEE DETAIL I/A5s 14 I 49 GROUT VOID SOLID UP TO SLAB HEIGHT 35 - I 1-1/2"COLD ROLLED GALVANIZED G-CHANNEL AT 48" O.G. SUSPENDED .. {� r� FROM STRUCTURE ABOVE -FIELD PAINT WITH RUST PROHIBITIVE PRIMER 8'-2" AFF. � > i +� j D TO TOP OF 51 �S ANI RS FIELD PA METAL HAT WITHLS ARU87' OP�F+18171VEZ. EPRIMER MASONRY ; COORDINATE DIRECTION WITH VINYL PANEL INSTALLER OPENING: i j fob i 52 CONCRETE WALK -SEE CIVIL DRAWINGS j ---.._._._.. APPROXIMATE GRADE SEE CIVIL DRAWINGS ----- ------- 53 46 i 54 NOT USED j j 55 Fu:t- INN UNIS7RUT HUNG FROM JOIST EQUALLY SPACED IN TUNNEL L 7 CAR TL�L - - CAR WA944 ! - 56 PROVIDE SMOOTH BREAK METAL THRESHOLD - SEE DOOR SCHEDULE 102 101 ; `;' 101 j ! sh 5i HSS OUTLOOKER - SEE STRUCTURAL DRAWINGS ii SIM. -1 ! C C bb A5f A5f ifimpf"L NOTES 1 b33 4F b" A 3 -4 AFF. 3' F. 3' F. - - 50TTOM TOP Or - REVEAL OF MASONR REVEAL '� ' REVEAL 1.. PROVIDE FRY REGLET CHANNEL SCREED OC:S 625 50 AT ALL OPENING ; ' MASONRY WALLS AND PCS 15 50 AT ALL CEMENT PLASTER ' CEILINGS • � ' 2. REFER t0 SONNY'S GAR WASH DRAWINGS FOR ADDITIONAL 2-7 28 i INFORMATION. 38 24 28 ' 49 3. IN WASH TUNNEL ADJACENT TO CONDITIONED AREAS. BEFORE INSTALLIWs PANELS APPLY ENER5HEILD-HP TO WALLS TO 12" ABOVE 15 _ 52 24 24 ' FLOOR SLAB. APPLY MASONRY PRIMER/SEALER TO REMAINIWs WALL ..... AREAS TO UNDERSIDE OF ROOF DECK 0'-0" F.P.E. 0'-0" FFE. TOP OF SLAB "VARIES" 53..... TOP OF SLAB "VARIES" 53 70P OF SLAB TOP of TUNNEL � ° ° — _ TOP oft L .:. ° _ ' �Y P�.� SLAB (SEE �.r SLAB (SEE T .� - STRUCTURAL) r STRUCTURAL) , ` 2 i 23 23' 23 i °°° , a, ° 'E• ti v J .. <. .. ..r✓ ar. n , ». `£•,i t<i�F£f<� ..E .;'.^r'G'.JEN G. 2 i 21 21 �C 3 t133 .... .. ... - .... ... 3 SCALE: 1!2" W 1'_ 0 " WALL TI UU SECTION � WALL SECTION SCALE: 1/211 - V-Oil SCALE. 1/2 ■ i -0 11 WIN KEYED NOTES OVERSIWELD SINGLE PLY TPO ROOFING MEMBRANE OVER 3-1/2" MINIMUM ISOBOARD INSULATION OVER METAL ROOF DECK V SINGLE PLY TPO ROOFING MEMBRANE TO RUN OVER 4" CANT STRIP, UP AND OVER PARAPET WALL UNDER COPING• GCONTINUOUS 4" CANT STRIP GSTEEL BAR JOISTS WITH RUST INHIBITIVE PRIMER - SEE STRUCTURAL DRAWINGS OMETAL ROOF DECK - PROVIDE RUST PROHIBITIVE PRIMER - SEE STRUCTURAL DRAWINGS O6 3-1/2" MINIMUM ISOBOARD INSULATION 1/6" SMOOTH STUCCO OVER PAPER -BACK MTL LATH APPLY ENERSHIELD-HP, VAPOR BARRIER TO PLYWOOD SHEATHING OLAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS O9 E.IF.9 TRIM - SEE PROFILES ON SHEET A5g 10 HOLLOW METAL DOOR AND FRAME - SEE DOOR SCHEDULE 11 ALUMINUM STOREFRONT DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR SCHEDULE 12 METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS 13 1/2" CD GYPSUM WALL BOARD 14 1/2" GYPSUM WALL BOARD OVER 1 x 3 FURRING STRIPS AT 16" O.C. OVER V RIGID INSULATION. GYP. BD. TO STOP 4" ABOVE CEILING. FURRING STRIPS AND INSULATION TO RUN TO BOTTOM OF DECK GREINFORCED CONCRETE SLAB ON GRADE - SEE STRUCTURAL G DRAWINGS 16 S"' MASONRY WALL SYSTEM - SEE STRUCTURAL DRAWINGS G (REFER TO FLOOR PLAN FOR LOCATION WHERE WALL 15 TO �I RECEIVE FINISHED GYP. BD. WALLS - WHERE FINISHES ARE NOT wwwwwwwwwwas SHOWN, CMU IS TO BE FLUSH STRUCK / FLOATED AND PAINTED - TYPJ SL PE ' li REINFORCED CONCRETE FOUNDATION SYSTEM - SEE STRUCTURAL DRAWIhW x i/ AFF. 0SNAP-CLAD ALUMINUM STANDING SEAM METAL ROOFING SYSTEM JOIST BEARING OVER ICE AND WATER SHIELD OVER 5/8 EXTERIOR GRADE / TOP OF PLYWOOD SHEATHING � _ _- ' MASONRY j G GSTEEL BEAM - SEE STRUCTURAL DRAWINGS • ° `, 1 axx 25'-4" AFF. A5P 20 LIGHT FIXTURE -SEE ELECTRICAL DRAWINGS 50TTOM OF ��wwwwwwwww O FRAMING wwww®® 5L 21 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL --_- - -. ...... _ 24'-!D" A.F.F. -- 22 STUCCO FINISH PIER BEYOND - SEE EXTERIOR ELEVATIONS C 9 x ,� x TOP OF MASONRY 23 10-MIL VAPOR BARRIER UNDER SLAB 2-1 i _ ' % ; , x ' 24 1/2" EXPANSION JOINT 34 12 x x .i *; _ ' 22'-S" AFF, ' 25 EQUIPMENT - REFER TO SONNY'S CAR WASH DRAWINGS FOR IW mT OF ADDITIONAL INFORMATION <£€r LINTEL/ ' 1 BOTTOM OF 26 -1/8" STUCCO OVER HIGH RIBBED STRUCTURAL METAL LATH wwwwwwws FRAMING 9 ❑G 21 5/8" SMOOTH SAND FLOAT FINISH STUCCO ON CMU CEILING AND WALL VINYL PANELS BY CARWASH EQUIPMENT VENDOR - SEE GENERAL NOTE 93 FOR MOISTURE PROTECTION DETAILS i I 16 I I I 21 29 CONTINOUS FLASHING AS REQUIRED 12 I I Q ALUMINUM COLLECTOR HEAD AND DOWNSPOUT - SEE ROOF PLAN 3b i I AND EXTERIOR ELEVATIONS 33 31 OVERHEAD ROLL -UP DOOR HEAD PLATE - SEE FLOOR PLAN AND DOOR SCHEDULE Jilr < I 32 FRY RIGLET TERMINATION BAR - BAR HEIGHT TO BE 8" MINIMUM - 39 5 I 34 ABOVE CANT STRIP i I �wwwwwww�, I 21 33 HORIZONTAL REINFORCING AT 16" O.C. - SEE STRUCTURAL DRAWINGS 43 5 i 5 6 4 4 111 APP. 34 APPROXIMATE LOCATION FOR FUTURE SIGNAGE - SEE ELEVATIONS AND _ i ' 4 1 40 COORONATE WITH SIGNAGE VENDOR FOR EXACT LOCATION A5 TOP OF www ' MASONRY . ` x O KO. BLOCK - SEE STRUCTURAL DRAWINGS -------------------------------------------------------- --------------------- - 'VARIES' "VARIES"' "VARIES" 36 8" PRE -CAST CONCRETE LINTEL - SEE STRUCTURAL DRAWINGS JOIST BEARING A I JOIST BEARING i JOIST BEARING g� ALUMINUM METAL PARAPET COPING -SEE ELEVATIONS FOR COLOR 15'-4" AFF. ... I I - BOTTO 1 C)F x X,... %% ' ' rw I i��www A5f 38 4" VINYL COVE BASE - TYPICAL WHERE WALLS HAVE FINISHED GYP. BD. r 39 1/2 " EXTERIOR GRADE PLYWOOD SHEATHNG LINTEL i.......1 % - ! � 55 55 i i SLtPi= E ' 5 O CONTINUOUS STEEL ANGLE - SEE STRUCTURAL DRAWINGS ] 13'-S" A.F.F. T___-- -- -_ IV-8" AFF. 41 1" RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF - , - - % x x METAL DECK x x %% - TUNNEL CEILING: TUNNEL CEILING x x x % x x x �{ x x x 51 28 # , - �� 50 42 DUCTWORK ACCESS - SEE STRUCTURAL AND MECHANICAL DRAWINGS t,zn *a 9 R ��^^ % %" % % %x a+■ 0 I, .', -x x x ,� ' x ; x x 43 R-IS BATT INSULATION AT FRAMING b. % % ,: % % % * _ _ .. x �,, x x x ' 12 4 AFF. BOTTOM OF `-= ' j 44 FRAMING _ • 28 51 \ i • ' 1� -_ _. BOTTOM OF O STEEL HAT CHANNEL SUB -FRAMING (G90) AT 16" OG. 12 -0 APP. 80 26 `wwwwwww�r FRAMING Wurwwwwww_www' ww✓ II , BOTTOM OF 45 6" THICK CONCRETE PAVEMENT DRIVE-THRU - SEE CIVIL DRAWINGS wwwi w�wr BEAM 12 E 12'-0" AFF. 5 li 26 CONCRETE FRY REGLET CHANNEL SCREED - DCS 625 50 OR DCS 625-200 -SEE ELEVATIONS _..- .............-... CONVEYOR / CORRELATOR TRENCH- GRATES PROVIDED BY Bi7T"d7"f OF GARWASH EQUIt"rh1EN T VENDOR - SEE STRUCTURAL DRAWINGS FOR MORE SEAM 41 I I INFORMATION I I OSHIP LADDER AND RAILING SYSTEM -SEE DETAIL I/A5e it 49 GROUT VOID SOLID UP t0 SLAB HEIGHT I 1-1/2" COLD ROLLED GALVANIZED C-CHANNEL AT 48" O.C. SUSPENDED FROM STRUCTURE ABOVE - FIELD PAINT WITH RUST PROHIBITIVE PRIMER I ; 22 51 1/8" GALVANIZED METAL HAT CHANNELS AT 16" O.C. ATTACHED TO 22 C-CHANNEL RUNNERS - FIELD PAINT WITH RUST PROHIBITIVE PRIMER. P COORDINATE DIRECTION WITH VINYL PANEL INSTALLER ii 52 CONCRETE WALK - SEE CIVIL DRAWINGS _ _ I i ® @ j APPROXIMATE GRADE - SEE CIVIL DRAWINGS 53 - 54 NOT USED I I !' u I I li 55 UNISTRUt HUNG FROM JOIST EQUALLY SPACED IN TUNNEL CAR WASH TUNNM CAR UI TLNeL 56 PROVIDE SMOOTH BREAK METAL THRESHOLD - SEE DOOR SCHEDULE II ! I01 1r7�1 I II 51 HSS OUTLOOKER -SEE STRUCTURAL DRAWINGS F NOTES ..._ 1. PROVIDE FRY REGLET CHANNEL SCREED DCS 625 50 AT ALL MASONRY WALLS AND PCS 15 50 AT ALL CEMENT PLASTER CEILINGS 2. REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL INFORMATION. TOP OF SLAB 31 "VARIES" 3. IN WASH TUNNEL ADJACENT TO CONDITIONED AREAS. BEFORE_ f T I L APPLY ENE L W 12" 24 ' 31 24 �£ " . r TOP OF TUNNEL FLOOR SLAB APPLY M PASONRY PRIMER/SEALER TO REMAININGNG WALL O -(D F F E. ! j ¢� -0 FF.E. 41 LAB (SEE A� TOP OF SLAB TOP OF SLAB S AS TO UNDERSfDE OF ROOF DECK ;' 45 45 45 45 : STRUCTURAL) .. -- _...... ------ _ i "VARIES" "VARIES" 9y d d d .. a e •. L. o amid •e a .. - •. , . - - - --- - - .. TOP OF TUNNEL a TOP of TUNNEL �( 1TOI �IV e SLAB (SEE d .. - .. ° . , °.. d . SLAB (SEE . : d 5TRl1GTURAL) r STRUCTURAL) it 23 ------_..._._....------ .. ----- -- - ---- ; I 21 r YsYs ,. ,... ,.. < :s .... ..... .. _ ...._..__ ------------- _......._----- _._._ s +�9� ,'4.[, 45 d d w e . • e • . .. "d c-'. a :. .a < d � �' � sPl's � 3 i3��� � £r3£ F '�yt,y`a ,y l . Fu�� � 3 q • d a .• .. r'- Tl Ul..L SECTION r, uJ1..L SECTION SALE: 1/2" w 1'-m" SCALE: 1/2" x 1'-0" SCALE: 1/2" : 1'-0° REVISIONS BY ✓ i r � r � �r CO 00 o GJ ro Cq U r �xti u ; ro o ►�� o ro L7 m Lo a E o _ °° 3 3 N o x ti u � G z N l; CIO u- r : p O,z I Q Lu ly'�. of, .'A U CD LT. W O J r~ ray O 4- M C QLo >, M Q U V) U 0 Z _> ,, o a Q m N Q � Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: GNIII Job: 21-082 Sheet A5b KEYED NOTES REVISIONS BY 01 VERSIWELD SINGLE PLY TPO ROOFING MEMBRANE OVER 3-1/2" MINIMUM ISOBOARD INSULATION OVER METAL ROOF DECK OSINGLE PLY TPO ROOFING MEMBRANE t0 R.N OVER 4" CANT STRIP, UP AND OVER PARAPET WALL UNDER COPING. O3 CONTINUOUS 4" CANT STRIP G4 STEEL BAR JOISTS WITH RUST INW151TIVE PRIMER - SEE STRUCTURAL DRAWINGS O5METAL ROOF DECK - PROVIDE RUST PROHIBITIVE PRIMER - SEE STRUCTURAL DRAWINGS O3-1/2" MINIMUM 150BOARD INSULATION -1/9" SMOOTH STUCCO OVER PAPER -BACK MTL LATH APPLY ENERSHIELD-HP, VAPOR BARRIER TO PLYWOOD SHEATHING OLAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS i OE.IP.S TRIM - SEE PROFILES ON SHEET A5g 10 HOLLOW METAL DOOR AND FRAME - SEE DOOR SCHEDULE II ALUMINUM STOREFRONT DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR SCHEDULE METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS 12S ~� r 13 1/2" CD GYPSUM WALL BOARDCn ,� N �■ 14 1/2" GYPSUM WALL BOARD OVER 1 x 3 FURRING STRIPS AT i6" O.G. OVER I" RIGID INSULATION. GYP. BD. TO STOP 4" ABOVE CEILING. ~ ;,0 FURRING STRIPS AND INSULATION TO RUN TO BOTTOM OF DECK. N cd Lam- U 0REINFORCED CONCRETE SLAB ON GRADE - SEE STRUCTURAL 0 a x DRAWINGS \�/ ro r 16 8" MASONRY WALL SYSTEM - SEE STRUCTURAL DRAWINGS �� o ° E, (REFER TO FLOOR PLAN FOR LOCATION WHEN WALL IS TO v) RECEIVE FINISHED GYP, BD. WALLS - WHERE FINISHES ARE NOT �.1 ¢ ti SHOUN, CMU IS TO BE FLUSH STRUCK / FLOATED AND PAINTED 2 TYP.) ° 3 it REINFORCED CONCRETE FOUNDATION SYSTEM - SEE STRUCTURAL G DRAWINGS 18 SNAP -CLAD ALUMINUM STANDW3 SEAM METAL ROOFING SYSTEM �� o OVER "ICE AND WATER SHIELD" OVER 5/8" EXTERIOR GRADE E a 2- PLYWOOD SHEATHING N °~ ch STEEL BEAM - SEE STRUCTURAL DRAWINGS ~~ 19 NG 20 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS ✓ ^'�s���l������� 21 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL �~ ' SL DRAWINGS 1 26'-8" APP. ' xvx--..-----------------*; x ' 22 STUCCO FINISH PIER BEYOND - SEE EXTERIOR ELEVATIONS JOIST BEARING / TOP OF ' E'---------------- Y- k- � ' 23 10-MIL VAPOR BARRIER UNDER SLAB E MASONRY 24 in" EXPANSION JOINT A5f % 11 EQUIPMENT - T YS CAR WASH DRAWINGS FORy 25 E PMENt REFER O SDNN E ADDITIONAL INFORMATION zr-0° A.F.F. A5f 26 -I/8" STUCCO OVER HIGH RIBBED STRUCTURAL METAL LATH TOP OF , �i`-4" AFF, PARAPET Sim Cx 21 5/S" SMOOTH SAND FLOAT FINISH STUCCO ON CMU $ TOP OFMASONRY a �� �� 9 a A5f O �.4 - 28 CEILING AND WALL VINYL PANELS BY CARWASH EQUIPMENT VENDOR - 16 2'I 2't SEE GENERAL NOTE 03 FOR MOISTURE PROTECTION DETAILS / W ��r� ww� 2i � � lb 29 CONTINOUS FLASHING AS REQUIRED 2 Q ALUMINUM COLLECTOR HEAD AND DOWNSPOUT - SEE ROOF PLAN 3r y 16 AND EXTERIOR ELEVATIONS 31 OVERHEAD ROLL -UP DOOR HEAD PLATE - SEE FLOOR PLAN ANDsy ' S 33 DOOR SCHEDULE y £ sx1 s� ISt_Stt APP. 12 54� t JOIST BEARING I 32 FRY RIGLET TERMINATION BAR - BAR HEIGHT TO BE 8" MINIMUM y� ABOVE CANT STRIP 39 33 HORIZONTAL REINFORCING AT 16" O.C. - SEE STRUCTURAL DRAWINGS S 34 APPROXIMATE LOCATION FOR FUTURE SIGNAGE - SEE ELEVATIONS AND COORDNATE WITH SIGNAGE VENDOR FOR EXACT LOCATION TOP Or- x x x MASONRY 35 KO. BLOCK. - SEE STRUCTURAL DRAWINGS JOIST BEARING (HIGH POINT) VARIES' S __.._., -- •.• •.� "�.., ._ JOIST BEARING 36 F'RE-CAST CONCRETE LINTEL -SEE STRUCTURAL DRAWINGS JOIST BEARING ; d} GLOW POINT) ` ! ALUMINUM METAL PARAPET COPING - SEE ELEVATIONS FOR COLOR 15 -4 AP.F. 38 4" VINYL COVE BASE - TYPICAL WHERE WALLS HAVE FINISHED GYP. BD. TOP OF DUCT 4 F OPENING 39 1/2 " EXTERIOR GRADE PLYWOOD SHEATHING CONTINUOUS STEEL ANGLE - SEE STRUCTURAL DRAWINGS .. 1 ' .... _.......... - - - - - - - - - - - - _... - - - - - - - - - - - - - - - - - - - - - - BOTTOM OF 41 I" RIGID INSULATION -EXTEND INSULATION t0 UNDERSIDE OF ti 30 _._ _ - --- --- DUCT OPENING % S % O METAL DECIG �, J o / Q 42 XXi 2 i _ 0. 5 42 DUCTWORK ACCESS - SEE STRUCTURAL AND MECHANICAL DRAWINGS ^� I 28 '. ,.' �. ... % $ X % ! " 43 R-19 BATT INSULATION A7 FRAMING ✓sue' -- I 4 .'' G % X j I2 -4 APP. ... �5 I6 - j 28 0 43 BOTTOM OF O STEEL HAT CHANNEL SUB-FRAMNG (G90) AT 16" OTC. 51 FRAMING 50 51 —_— SIM H 45 6" THICK CONCRETE PAVEMENT DRIVE-THRU - SEE CIVIL DRAWINGS 26 Z _ 51 33 i A5f O FRY REGLET CHANNEL SCREED - OCS 625 50 OR DCS 625-200 - SEE ELEVATIONS � o0 = 16 27 4l CONCRETE CONVEYOR / CORRELATOR TIRENC 4 - GRATES PROVIDED BY CARWASH EQUIPMENT VENDOR - SEE STRUCTURAL DRAWINGS FOR MORE r 16TANFORMATION 0 0 O SHIP LADDER AND RAILING SYSTEM - SEE DETAIL VA5e 8 33 _I u u _ I I 14 49 GROUT VOID SOLID UP t0 SLAB HEIGHT := b 7 1-1/2" COLD ROLLED GALVANIZED C-CHANNEL AT 48" O.C. SUSPENDED FROM STRUCTURE ABOVE - FIELD PANT WITH RUST PROHIBITIVE PRIMER 51 1/8" GALVANIZED METAL HAT C-144NELS At Ib" O.C. ATTACHED 70 C-CHANNEL RUNNERS - FIELD PAINT WITH RUST PROHIBITIVE PRIMER. _ it I COORDINATE DIRECTION WITH VINYL PANEL INSTALLER 4. 21 52 CONCRETE WALK - SEE CIVIL DRAWINGS 61 0 53 APPROXIMATE GRADE - SEE CIVIL DRAWINGS 54 NOT USED Wow L 33 55 UN(S7RUT HUNG FROM JOIST EQUALLY SPACED IN TUNNEL 0 jCAR UASH �-^ CAR UAW �"Roc" 56 PROVIDE SMOOTH BREAK METAL THRESHOLD - SEE DOOR SCHEDULE o .- 101 101 _ 105A 5i HSS OUTLOOKER - SEE STRUCTURAL DRAWINGS M u) 0 >. M _I 1 NOTES � 3M� 2i - C SIM C �:�� �i� CD m = _ A5f A5f Q Li- 0 46 t u t u U U U 3 - " A,FF. _ 3 -6 APP. 3 -6 APP. 1. PROVIDE FRY REGLET CHANNEL SCREED DCS 625 50 At ALL 3 -- 0 __......____ TOP OF TOP OF MASONRY WALLS AND PCS �5 50 At ALL CEMENT PLASTER ~ '0 i N VEAL 27 i i REVEAL ' WEAL CEILINGS � Z m � � 2. REFER TO 80NNY S CAR WASH DRAWINGS FOR ADDITIONAL � Q 14 INFORMATION. - C3 o N Ca 24 52 ' ' 3. IN WASH TUNNEL ADJACENT TO CONDITIONED AREAS. BEFORE 3 0'-0" F.F.E. INSTALLING PANELS APPLY ENERSHEILD-HP TO WALLS TO 12" ABOVE CD -- 45 TOP 24 15 24 ' ' 49 ' TOP OF SLAB FLOOR SLAB. APPLY MASONRY PRIMER/SEALER t0 REMAINING WALL Z - TOP OF SLAB AREAS TO UNDERSIDE OF ROOF DECK I __. .. "VARIES" 45 tt 0 -0 FP.E. ' S3 VARIES "VARIES" _ "VARIES" 1...,... ,x -Y^ a TOP OF SLAB d .. d TOP OF TUNNEL - .. a TOP 0T= TUNNEL TOP OF TUNNEL ° ; e B (SEE ��, • 4.. STRUCTURAL) Date 08. 25 21 .... v SLAB (SEE SLAB (SEE SLAB / £ _ STRUCTURAL) • ` dv , -': ,` < tip`` d.,.. .d , d. ` d.'a,,• .d1• \ Scale: AS NOTED Project Mgr: AC d •p 3 J 9 ° G�� E y: i Ii i'1 raven. I '. > . / / .'.=.ate,;" a' �_ !<,£.",�' ."sssa£t ems, :'�:': ���3u• =a=; k&"=��� a�"`sa' t„-,.,,,. ;: ---- 21 21 21 rI \ x -- .... 'y ' Job: 21 0$2 Sheet A5c (D WALL L 0-ECTION WALL W'"CTION SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" O SCALE: 1/2" - I'-0" WALL t� SCALE; 1/2" = V-0" I A5 e 14'-0" OFF. TOP OF MASONRY 12'-4" APP. BOTTOM OF TRIM V-2" AFF. BOTTOM OF LINTEL � �Irvlaffv; �J I 14'-0" AFF, TOP OF MASONRY ' 12'-4" AFF. BOTTOM OF .®� TRIM 5'-2" OFF. TOP OF MASONRY OPENING BOTTOM OF MASONRY OPENING 0'-01` F.F.E. TOP OF SLAB 1 23'-4" A.F.F. ................. BOTT. OF LINTEL 20'-0" AFF. BOTT. OF OPENING 16'-8 1/2" A.F.F. JOIST BEARING 8'-2" AFF. BOTTOM OF LINTEL 0'-01, F.F.E. TOP OF SLAB "VARIES" TOP OF TUNNEL SLAB (SEE STRUCTURAL) SCALE: 1/2" - 1'-011 51 QPE rrrrrwrlr������i KEYED NOTES OI VERSIWELD SINGLE PLY TPO ROOFING: MEMBRANE OVER 3-1/211 MINIMUM 16050ARD INSULATION OVER METAL ROOF DECK (D SINGLE PLY TPO ROOFING MEMBRANE TO RUN OVER 4" CANT STRIP, UP AND OVER PARAPET WALL UNDER COPING. GCONTINUOUS 4" CANT STRIP G4 STEEL BAR JOISTS WITH RUST INHIBITIVE PRIMER - SEE STRUCTURAL DRAWINGS �5 METAL ROOF DECK - PROVIDE RUST PROHIBITIVE PRIMER - SEE STRUCTURAL DRAWINGS O3-1/2" MINIMUM ISOBOARD INSULATION O1/8" SMOOTH STUCCO OVER PAPER -BACK MTL LATH APPLY ENERSHIELD-HP, VAPOR BARRIER TO PLYWOOD SHEATHING OS LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS G9 E.I.FS TRIM - SEE PROFILES ON SHEET A5g 10 HOLLOW METAL DOOR AND FRAME - SEE DOOR SCHEDULE fl ALUMINUM STOREFRONT DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR SCHEDULE 12 METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS 13 1/2" CD GYPSUM WALL BOARD 14 1/2" GYPSUM WALL BOARD OVER I x 3 FURRING STRIPS AT 1611 O.C. G OVER I" RIGID INSULATION. GYP. BD. TO STOP 4" ABOVE CEILING. FURRING STRIPS AND INSULATION TO RUN TO BOTTOM OF DECK 0REINFORCED CONCRETE SLAB ON GRADE - SEE STRUCTURAL 0 DRAWINGS ib 8" MASONRY WALL SYSTEM - SEE STRUCTURAL DRAWINGS G CREFER TO FLOOR PLAN FOR LOCATION WHERE WALL IS TO RECEIVE FINISHED GYP. BD. WALLS - WHERE FINISHES ARE NOT SHOUN, CMU IS TO BE FLUSH STRUCK / FLOATED AND PAINTED - TYPa 0REINFORCED CONCRETE FOUNDATION SYSTEM - SEE STRUCTURAL 0 DRAWINGS 26'-811 AFF, JOIST BEARING Ig SNAP -CLAD ALUMINUM STANDING SEAM METAL ROOFING SYSTEM OVER "ICE AND WATER SHIELD" OVER 5/6" EXTERIOR GRADE PLYWOOD SHEATHING 19 STEEL BEAM - SEE STRUCTURAL DRAWINGS 25'-4" OFF. BOTTOM OF 20 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS FRAMING 21 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL DRAWINGS 22 STUCCO FINISH PIER BEYOND - SEE EXTERIOR ELEVATIONS 23 10-MIL VAPOR BARRIER UNDER SLAB 24 1/2" EXPANSION JOINT 25 EQUIPMENT - REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL INFORMATION 26 1/8" STUCCO OVER HIGH RIBBED STRUCTURAL METAL LATH 21'-4." A.F.F. 21 5/8" SMOOTH SAND FLOAT FINISH STUCCO ON CMU JOIST BEARING 28 CEILING AND WALL VINYL PANELS BY CARWASH EQUIPMENT VENDOR - SEE GENERAL NOTE 03 FOR MOISTURE PROTECTION DETAILS 29 CONTNNOUS FLASHING AS REQUIRED ® ALUMINUM COLLECTOR HEAD AND DOWNSPOUT - SEE ROOF PLAN AND EXTERIOR ELEVATIONS 31 G OVERHEAD ROLL -UP DOOR HEAD PLATE - SEE FLOOR PLAN AND DOOR SCHEDULE 32 G FRY RIGLET TERMINATION BAR - BAR HEIGHT TO BE 8" MINIMUM ABOVE CANT STRIP 33 HORIZONTAL REINFORCING AT 16" OZ. - SEE STRUCTURAL DRAWINGS 34 G APPROXIMATE LOCATION FOR FUTURE Sr04AGE - SEE ELEVATIONS AND COORDINATE WITH SIGNAGE VENDOR FOR EXACT LOCATION OFF. TOP OF 35 KO. BLOCK - SEE STRUCTURAL DRAWINGS MASO BEARING: JOIST31 36 81f FIRE -CAST CONCRETE LINTEL - SEE STRUCTURAL DRAWINGS ALUMINUM METAL PARAPET COPING - SEE ELEVATIONS FOR COLOR 1$'_0° AFF 38 4" VINYL COVE BASE - TYPICAL WHERE WALLS HAVE FINISHED GYP. BD. 150iTOM OF TRIM 39 1/2 " EXTERIOR GRADE PLYWOOD SHEATHING OCONTINUOUS STEEL ANGLE - SEE STRUCTURAL DRAWINGS 0I" 0 RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF METAL DECK 42 DUCTWORK ACCESS - SEE STRUCTURAL AND MECHANICAL DRAWINGS 43 R-19 BATT INSULATION AT FRAMING OSTEEL HAT CHANNEL SUB -FRAMING (G90) AT 16" O.C. 45 6" THICK CONCRETE PAVEMENT DRIVE-THRU - SEE CIVIL DRAWINGS OFRY REGLET CHANNEL SCREED - DCS 625 50 OR DCS 625-200 - SEE ELEVA 000NCRETE 0 CONVEYOR / CORRELATOR TRENCH - GRATES PROVIDED BY CARWASH EQUIFMENT VENDOR - SEE STRUCTURAL DRAWINGS FOR MORE A.F.F. INlFORMATION TOP OF GRATE 48 SHIP LADDER AND RAILING SYSTEM - SEE DETAIL I/A5e 9'-5 $ISt" OFF. 49 GROUT VOID SOLID UP TO SLAB HEIGHT TOP OF BEAM / 1-1/211 COLD ROLLED GALVANIZED C-CHANNEL AT 48E1 O.C. SUSPENDED JOIST BEARING FROM STRUCTURE ABOVE - FIELD PANT WITH RUST PROHIBITIVE PRIMER 51 G 1/8" GALVANIZED METAL HAT CHANNELS AT 1611 O.C. ATTACHED TO C-CHANNEL RUNNERS - FIELD PAINT WITH RUST PROHIBITIVE PRIMER. COORDINATE DIRECTION WITH VINYL PANEL INSTALLER 52 CONCRETE WALK - SEE CIVIL DRAWINGS 53 APPROXIMATE GRADE - SEE CIVIL DRAWINGS 54 NOT USED 55 UNISTRUT HUNG FROM JOIST EQUALLY SPACED IN TUNWEL 56 PROVIDE SMOOTH BREAK METAL THRESHOLD - SEE DOOR SCHEDULE 51 HSS OUTLOOKER - SEE STRUCTURAL DRAWINGS NOTES TOP OF REVEAL I. PROVIDE FRY REGLET CHANNEL SCREED DCS 625 50 AT ALL MASONRY WALLS AND PCS 15 50 AT ALL CEMENT PLASTER CEILINGS 2. REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL INFORMATION. 3. IN WASH TUNNEL ADJACENT TO CONDITIONED AREAS. BEFORE INSTALLING PANELS APPLY ENERSHEILD-HP TO WALLS TO 1211 ABOVE FLOOR SLAB. APPLY MASONRY PRIMER/SEALER TO REMAINING WALL AREAS TO UNDERSIDE OF ROOF DECK 01-011 F.F.E. ......... ......... ........... ...........� TOP OF SLAB KEY PLAN REVISIONS B'Y ✓ i �r co £ ,C�00. O N d Lam- U U 0. [s a C 47 CJ it `"> 00 3 a t--r o N >' o x � �U) 0 C� N ['7 0 6 3�lo J 00 u_, _J. 0 s : 0 lsi c� ...R��. U z 10 N r� I y •� ro Y 0 � Q N 0 ti 0 i �< AM .:3 3 M mLL_� U cn 0 0 ° Z > i v y m CL m 4 L1 LL. 0 �N m Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: GN111 Job: 21-082 Sheet A5d i A,, ACCESS 3 LADDER TO ` ROOF , F RETURN RAILING TO WALL j u' HANDRAIL ° = X 3/4" PRESSURE Q TREATED PLYWOOD FLOOR SHEATHING HANDRAIL -- = ---- I -- METAL DECKING El E I 10'-0" FEE. .......... ---------"-----'---------.-.._ - . TOP OF MEZZANINE " I 1 STEEL BEAM i STEEL COLUMN, -------------------------._..----'--......_...."'-------.--... - BEYOND EDGE OF WALL ROOF ACCESS KNEE BRACE - SEE j •'%. `'fir.' j; I I I ADDER WIDTH STRUCTURAL I I 2. TYP I I 1 I I I j Lu I I I 7" MIN z SPACING (K I I I I I GALVANIZED TREADS EQUALLY U ❑ SPACED AT I" MAXIMUM i lu Z �1 I I ^ ° FLOOR SLAB SEE O STRUCTURAL c^+ TYP ❑ DRAWINGS A /; s ; . 6 I I Lu TOP OF SLAB I I 1L G I I 1 1/411 SQUARE RUNG CORRUGATED ALUMINUM t h ° I I W All 2" X 1/4" ALUMINUM ❑ WALL BRACKET-TYP 3" X 1 3/4" X 1/8" THK SQUARE TUBING ❑ Tt— ALUMINUM STRINGER to FRONT ELEVATION SIDE ELEVATION 1'-0 1/4" r 3/4" PRESSURE TREATED PLYWOOD FLOOR SHEATHING CORRUGATED ' SURFACE 4 SIDES m IV' METAL DECKING FW i4 DETAIL SCALE: N.T.S.Qi0'-0" FFE. LTOP OF SLAB I I I I I ,.I � I I I I I I - I I � _ - I I I I I I i I STEEL BEAM I I I I I KNEE BRACE - SEE STRUCTURAL i I - STEEL COLUMN, HANDRAIL ! BEYOND I I LLI U STRINGER DETAIL S SAFETY ENDCAP z SCALE: N.T.S. GALVANIZED TREADS - EQUALLY SPACED AT - U 7 MAXIMUM 9 I LADDER GATE E � I z 2" X 1/4" ALUMINUM FLAT BAR-TYP VARIES LADDER STRINGER rp s�, s I I I i I FLOOR SLAB - SEE — 0'-0" FFE. STRUCTURAL DRAWINGS OIL TOP OF SLAB 4,1116" HOLE THRU-TYP B _ FOR 03/8" HARDWARE tr. r ` I -El -------------- - --- - - ------ --- ---- ---- - -- --- I SEE RUNG DETAIL ABOVE RUNG ASSEMBLY SPECIFY IS" OR 2411 SECTION DETAIL A NOTE' SHIP LADDER AND HANDRAIL TO BE SCALE: N.T.S.PRE-ENGINEERED BY OTHERS ROOF ,,� �LADDER DETAIL � SHIP LADDER DETAIL SCALE: 1/ 211 _ SCALE: 1/2" a 1'-0" (2) LAYERS OF 3/4" EXTERIOR GRADE PLYWOOD SHEATHING - SEE STRUCTURAL SINGLE PLY ROOFING STANDING SEAM ALUM. 5/61, EXTERIOR GRADE MEMBRANE ROOFING PLYWOOD SHEATHING SINGLE FLY ROOFING SEALANT PER ROOFING MANUFACTURE MEMBRANE ALUMINUM EDGE FLASHING SET IN ADHESIVE 3 1/2 MIN. 1605OARD INSULATION i4ME P.T 2x8 TOP PLATE- SEE STRUCTURAL DRAWINGS (2) LAYERS OF 3/4" EXTERIOR GRADE PLYWOOD SHEATHING 2x4 WOOD FASCIA - SEE - SEE STRUCTURAL X, STRUCTURAL DRAWINGS LF-DRIL I SCREW •ALUMINUM COPING SET IN ADHESIVE ALUMINUM COF�NG 2xI2 WOOD FASCIA -SEE xl:— C14 1/2# x 8"L EXPANSION SET IN ADHESIVE ..... ....... ------------- STRUCTURAL DRAWINGS ANCHOR, AT 48" O.C. - P.T 2x8 TOP PLATE- SEE SEE � SEE STRUCTURAL STRUCTURAL DRAWINGS W W-5 J I I I ............. . .............................. . . . ..... ... i I I i I I I 1 1 1 1 1 1 ............... ........... METAL ROOF DECK ALUMINUM FASCIA T= It DRAWINGS 6" K.O. BLOCK WALL - SEE X:%, . . . . . . . SHIM AS REQUIRED SEE STRUCTURAL DRAWINGS --------- - -- WRAP SET IN ADHESIVE a" <O. BLOCK WALL -SEE STS STRUCTURAL DRAWINGS x -------- --- STRUCTURAL DRAWINGS ................ x V. TEK SCREWS AT STUD STEEL PERIMETER ANGLE ... ............. PERIMETER ANGLE SEE 5/8" SMOOTH SAND i CONNECTIONS SEE SEE STRUCTURAL DRAWINGS -------------- , I STRUCTURAL DRAWINGS 44-4 STUCCO FLOAT FINIS ROOFING SINGLE PLY ROOF MEMBRANE STRUCTURAL DRAWINGS. Z_ 5ACKER ROD AND NINE. SEALANT 8" CMU BLOCK WALL 6" K.O. BLOCK WALL - SEE ...... ..... SEE STRUCTURAL Lei 1/8" SMOOTH $AND FLOAT STRUCTURAL DRAWINGS ---------- -- ---------- - m METAL STUD FRAMIWG - DRAWINGS ............. FINISH STUCCO OVER PAPER . ............. SEE STRUCTURAL < < -RY RIGLET TERMINATION MAR 0 BACKED METAL LATH OVER . . - DRAWINGS BAR HEIGHT TO BE 8" X ENERSWEILD-HP VAPOR - --------- < MINIMUM ABOVE CANT STRIP b x X BARRIER ON 1/2" USG GLASS -MAT SHEATHING. ------------ SINGLE PLY ROOFING 8" CMU BLOCK WALL - COORDINATE WITH -- ------- ------ < MEMBRANE - EXTEND ON SEE STRUCTURALSTRUCTURAL DRAWINGS -------------- i/8 SMOOTH SAND FLOAT < PARAPET UP AND UNDER DRAWINGS - - ---- --- --------- 6 < FINISH STUCCO OVER HIGH REGLET -------- -------- ----- R15 METAL LATH 1/811 SMOOTH SAND FLOAT \V_ 6" METAL STUD FRAMING FINISH STUCCO OVER HIC-04 < AT Irb" O.C. - SEE STRUCTURAL DRAWINGS RIB METAL LATH --------- - ----- ---------- - -- .............. ------ 0 DETAIL E.I.F.S. PROFILE - SEE ----- - -- ---- DETAIL C/A5g AND . . ...... .............. d E.IFZ. PROFILE -SEE SCALE: 1-1/2" - I'-011 --------- -------------- EXTERIOR ELEVATIONS < ............. DETAIL A/A5!a AND C14 EXTERIOR ELEVATIONS SINGLE PLY ROOFING MEMBRANE - EXTEND ------------- ON PARAPET UP AND UNDER REGLET 8" CMU BLOCK WALL - ... ....... 1/2" EXTERIOR GRADE PLYWOOD SHEATHING WITH SHIM - TYPICAL DETAIL < < SCALD: 1-1/222" I'-Otl SEE STRUCTURAL DRAWINGS ............. . ........... . . . . . ---- - ------ < ............ �1, g R ROOFING MEMBRANE SINGLE PLY ROOF EDGE or- STUCCO -------------- ....... . .... x .......... x X ............. < /1E PIER, BEYOND I •Ix ------------- ....... ---------- - - -------- - -- ---------- METAL ROOF DECK -SEE ... .......... --------------Xpmgg ---------- X_ ALUMINUM COPING STRUCTURAL DRAWINGS .......... - 5/811 SMOOTH SANE) < X ------ -- -- ---- SET IN ADHESIVE FLOAT FINISH STUCCO t> FUTURE SIGNAGE. ---------- < .... ........ . ......... . - -SeWS AT TEK SC ------- 5TEEL BAR JOIST - COORDINATE WITH VENDOR . ... - --- - -------- < < STUD COrWECTiOPIS SEE STRUCTURAL ------------- .............. ---- - ---- 8" K.O. BLOCK SEE STRUCTURAL DRAWINGS FOR EXACT LOCATION ------------- .............. ........ . . - --------------- .. . ....... ---- -------- WALL - SEE DRAWINGS. FASTENER BY OTHERS ---------------- < ............. -------------- ------- - STRUCTURAL 5TEEL PERIMETER ANGLE iN� I I - - ---- -- -------- C14 DRAWINGS SEE STRUCTURAL DRAWINGS ............. ........... - FRY REGLET TERMINATION < ----------- ..... ----------- 8` CLIP ANGLE. SEE STRUCTURAL 1/8" SMOOTH SAND BAR BAR HEIGHT TO BE 511 .............. ----------- .... ........• DRAWINGS FLOAT FINISH _L*J MINIMUM ABOVE CANT STRIP ............. ------------- -------------- . . .......... -------------- -------------- --- STUCCO OVER .............. -------------- - ---------- - - --------- x i 1 X PAPER BACKED ............. FRY REGLET "SPI;;ZINGLOK" ....... ... < ---------- ---------- - - . ...... .... -------------- !X METAL LATH OVER 8" K.O. BLOCK WALL - SEE FLASHING --- x ENERS44EILD-HP STRUCTURAL DRAWINGS 0 z < 5/511 SMOOTH SAND < - - ------ - V' BARRIER ON i ............ I r ------ - ---- FLOAT FINISH STUCCO /2�100R , USG GLASS -MAT - - ---------- SINGLE PLY ROOFING MEMBRANE ............. - - ----------- -------------- ..... ------ ------ < < -1 I-ATHIW-I. C40ORDINATE WITH ............. "EXTERIOR ------------- ... .. ....... -- - --------- - .... ........ STRUCTURAL ............. 1/2 GRADE PLYWOOD ------------- ........... . - - --------- ........... . SLQPE SHEATHING -2. DRAWINGS ------------- PROFILE - SEE DETAIL C/A5g AND METAL STUD EXTERIOR ELEVATIONS FRAMING - SEE .............. X X X ALUMINUM COPING 1/8" SMOOTH SAND FLOAT FINISH STRUCTURAL DRAWINGS WITH HEMMED EDGE. 5/6" SMOOTH SAND X SET IN ADHESIVE FLOAT FINISH STUCCO STUCCO OVER HIGH R15 METAL LATH METAL STUD FRAMING AT 16" 0,C. -SEE x .... ........ ..... ............ X x ----------- ----- --- - ---------- ---- '116" SMOOTH SAND FLOAT FINISH DETAIL DETAIL STRUCTURAL DRAWINGS STUCCO OVER PAPER BACKED METAL ENERSHE(LD-HP SCALE: 1-1/2" 1'-01' SCALE: 1-1/2" V-011 LATH OVER VAPOR BARRIER OVER 1/2" USG -------- ---- - - - - - - -- - ---- ------------------------- -- -- ---- ----------- - ---------------- GLASS -MAT SHEATHING. COORDINATE . .. ....... ------------------ X X X WITH STRUCTURAL DRAWINGS X ALUMINUM COPING X x TEK SCREWS AT STUD SET IN ADHESIVE X X .. ............... .......... jJ -------------------- --- CONNECTIONS SEE P.T 2xe TOP PLATE- SEE STRUCTURAL DRAWINGS. STRUCTURAL DRAWINGS a" PRECAST CONC. LINTEL - SEE STRUCTURAL DRAWINGS 1/8" SMOOTH SAND FLOAT STUCCO OVER HIGH RIB METAL FINISH LATH (o" METAL STUD FRAMING AT 16" O.C. - SEE SELF-SEALING, -------------- ------------- - ----- ---- - - 5/6" SMOOTH SAND FLOAT FINISH STUCCO SELF -DRILLING SCREW ------ STRUCTURAL DRAWINGS AT 190 O.C. (TYP.) .............. ------------- .......... . -------------- SEALANT < DETA IL SCALE: 1-1/2" 1'-0" ............. 1/2# x V'L EXPANSION FRY -RE FRY-REGLET REVEAL SEALANT ......... ... t --- ------------- -------- - ---- ANAT 48" O.C. -SEE STRUCTURAL DRAWINGS < (OCS-625-200 * STUCCO) SINGLE PLY ROOFING I . ....... ... < 9" <O. BLOCK WALL - SEE 5/6" SMOOTH SAND FLOAT FINISH STUCCO STANDING SEAM ALUMINUM MEMBRANE - EXTEND UP ............. STRUCTURAL DRAWINGS ROOFING PARAPET TO OTHER SIDE OF -------------- . ...... - A TOPPLATE .. ........... 5/8" SMOOTH SANE) -:::f ICE AND WATER SHIELD -- ---------- .............. FLOAT FINISH STUCCO A 5/6" EXTERIOR GRADE PLYWOOD ............. - -- --------- ------- --- -- < SHEATHING 8" CMU 5LOCK WALL SEE STRUCTURAL 3 1/2" MIN. ISO5OARD DRAWINGS - -------- S" CMU BLOCK WALL L INSULATION .............. -------- - SEE STRUCTURAL ------------- DRAWINGS < METAL ROOF DECK - SEE ---------- STRUCTURAL DRAWINGS x 12 DETAIL @ Cq STEEL BAR JOIST EXTENSION - SCALE: 1-1/2" 1'-011 SEE STRUCTURAL DRAWINGS < X, HORIZONTAL REINFORCING AT Ito" O.C. < ------------ ---------- --- ------- 2x4 WOOD FASCIA - SEE STRUCTURAL DRAWINGS BACKER ROD AND SEALANT 1/2" EXPANSION JOINT ALUMINUM FASCIA WRAP WITH HEMMED LEADING PAVEMENT SEE CIVIL EDGE SET IN ADHESIVE < DRAWINGS STEEL BAR JOIST - --- ------- --------- SEE STRUCTURAL DRAWINGS 2xI2 WOOD FASCIA SEE STRUCTURAL DRAWINGS 8" <O. BLOCK WALL SEE ---- ---- ---- .............. - — — — — — — — — — — — < STRUCTURAL DRAWINGS -------------- --- — ­ BACKER ROD AND SEALANT - -- ----- --< 1/8" GALV. HAT CHANNEL a 16" O.C. 5" CMU BLOCK WALL SEE STRUCTURAL 1/8" STUCCO SOFFIT OVER DRAWINGS HIGH RIB METAL LATH EJF.S. PROFILE - SEE A A DETAIL 5/AE7h AND <7 EXTERIOR ELEVATIONS CLEAN, COMPACTED <1 5/5" SMOOTH SAND FLOAT FINISH TERMITE TREATED FILL 0SC NOT 1_1s_ED ETAILSCALE; 1-1/2" I'-O;l A L E.0: 1-1/2" z V-0" REVISIONS BY 00 CO Cn C'Q CD v) ol 10 >Q) < m 00 C'J O Cn Cq Cn V/1 01_ icy 1 N. ti co CD C. o < > (D .j o 3: (Al - 0) C) M LL_ 0 v; L) u; 0 Z > -4-- m (L CID U- a IV z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AG Drawn: GN111 Job: 21-082 Sheet A5f STUCCO "J"-MOULDING . u 2 __._ w _......._._ BY FRY-REGLET OR . ---- p. ._..... APPROVED EQUAL - .........-- SEALANT---------------------------------------------- SINGLE PLY ROOFING FRY REGLET TERMINATION - MEMBRANE - EXTEND ON .... a - BAR - BAR HEIGHT TO BE 8" -- PARAPET UP AND UNDER - - -------____� -----__. MINIMUM ABOVE CANT STRIP 8" PRECAST CONC. LINTEL I I e REG LET _._._._. ., _......_. FRY REGLEt "SPRINGLOK" SEE STRUCTURAL DRAWINGS b • _; FLASHING 8" CMU BLOCK WALL - --�--- ALUMINIUM FLASHING \ . SEE STRUCTURAL --•------ ..------`�`• FUTURE SIGNAGE. DRAWINGS -- STANDING SEAM ALUM. ROOF COORDINATE WITH VENDOR ^; SYSTEM FOR EXACT LOCATION ice\ ,'� .*'` - 5/8" SMOOTH SAND -- � - _ 5/6" EXTERIOR GRADE PLYWOOD FLOAT FINISH STUCCO X X--- '• - SHEATHING x xI i i L - cv _ --- ISOBOARD INSULATION 3 1/2" MIN. FASTENER BY OTHERS ; SEE STRUCTUURRALL 8" KO. BLOCK WALL - SEE - - < ' X DRAWINGS N STRUCTURAL DRAWINGS "' .-, C W YMENT :, ICE AND WATER SHIELD UNDERLA FRY REGLET TERMINATION = BAR BAR HEIGHT TO BE .. ...- - METAL ROOF DECK SEE STRUCTURAL DRAWINGS MINIMUM ABOVE CANT STRIPSPACED IN TUNNEL c �" �-`��; - t`' _ > FRY REGLET "SPRINGLOK" b rr _ _ <- CONTINUOUS 4°' CANT STRIP ® .-.. , I FLASHING I " i-I/2 COLD ROLLED / / r y. �� """_""�_.��.���- GALV. C-CHANNEL AT � 111 �"�, ---------------- �� i "' - STEEL BAR JOIST - SEE 11 48 O.C. SUSPENDED ry - u _ SINGLE PLY ROOFING STRUCTURAL DRAWINGS 1/2" EXTERIOR PLYWOOD FROM STRUCTURE 1-1I2" r1 _ - MEMBRANESHEATHING ; ° WBORUST :£,': 1 ,a` - IOROHI1551TI I ' 15050ARD INSULATION - SL PE p [ PRIMER El ; ` 1011, ---gggsg i �;: �' 3 V2" MIN. AT EDGE ��— I • : a:£ ;"' / i'� - ALUMINUM COPING ; 1/5" GALV. METAL HAT / SL PE p __... WITH HEMMED EDGE. SET IN ADHESIVE I -------------------- �- ---- --------------------------------------------------------=------------------------ T - X X X I X X - - - - - - - - - - --- CHANNELS AT 16" D.C. - - - - - - - - - ATTACH 70 C-CHANNELS. FIELD �� `� '= `" �• ' ``A / ��� it - c1 --- 1/8 SMOOTH SAND FLOAT " ! X PAINT WITH RUST _ FINISH STUCCO OVER PAPER ; X X ! X PROHIBITIVE PRIMER 1/2" n .. k ;. BAGKEO METAL LATH OVER ENERSHEILD-HP VAPORmp --- ------ ---- ----- - ------------------------------------------ -----X -1 ---- -------------------- ---- --; X p. _ _ ,'r _ ^�`� CEILING VINYL r G _ BARRIER ON 1/2" USG I I i PANELS BY CARWASH �� ` ! GLASS -MAT SHEATHING. I EQUIP. VENDOR - .... COORDINATE WITH STRUCTURAL i COORDINATE " — - -_ DRAWINGS �- - - -;r- --------- - --- - ---------- --------------------- F- -_ _ -_- _----------- p` I ORIENTATION W/ VINYL PANELINSTALLER X X x I TEK SCREWS AT STUD ; � � 8" K.O. BLOCK WALL - , CONNECTIONS SEE x I X x ; °� _ S STRUCTURAL i SEE TRLiCTU , 1 METAL ROOF DECK -SEE _ _ _.. v, STRUCTURAL DRAWINGS. I ------------------------------------------------ ----- - ---- X ;` -- ------ `.\ DRAWINGS. - STRUCTURAL DRAWINGS - --- -------------- �� INS .• b" METAL STUD FRAMING At 116" w i STEEL PLATE -SEE U.G. -SEEE� ` STRUCTURAL 8" K.O. BLOCK WALL - SEE STRUCTURAL DRAWINGS I DRAWINGS o STRUCTURAL DRAWINGS 1/8" SMOOTH SAND FLOAT FINISH OVERHEAD ROLL -UP DOOR, SEE DOOR STUCCO OVER HIGH RIB METAL LATH SCHEDULE STEEL BAR JOIST - SEE I I STRUCTURAL DRAWINGS 8" PRECAST CONC. LINTEL - SEE STRUCTURAL DRAWINGS O E IPS FOR( -ILE DETAILDETAIL SCALE: 1-1/2" = 11_0" SCALE; 1-1/2" = 1'-0" SCALE: 1-1/2" 11-0" 211 -------------------------------- ° __ m=1 ass is if;lsasa> 1- 51' 1 I...:,.;+..u.. i :sc¢ss,'ls. p STEEL PERIMETER ANGLE ------------- SEE STRUCTURAL DRAWINGS STEEL ANGLE SEE - - p --- 11 8 CMU BLOCK WALL - STRUCTURAL DRAWINGS SEE STRUCTURAL - - - DRAWINGS ------------- 1-1/2" COLD ROLLED GALV. ---- ----------- C-CHANNEL AT 45" O.C. SUSPENDED ------------ -------- FROM STRUCTURE ABOVE - FIELD UNISTR.UT EQUALLY _....... b` ._....... PAINT WITH RUST PROHIBITIVE SPACED IN TUNNEL PRIMER IL9 ---------- -._... pIS ,----- --- -.. 1-1/2" COLD ROLLED 1/8" GALV. METAL HAT CHANNELS GALV. C-CHANNEL AT ---------------- ------------- --------- __ -------- AT I6" OZ. ATTACH t0 SCALE: I-1/2" I'-011 1 48 O.G. SUSPENDED ------------ ------�- --- - - - - - - - - - - - - --- - C C-CHANNELS, FROM STRUCTURE -- -- ABOVE - FIELD PAINTWITH RUST PROHIBITIVE -- - PRIMER - 1/8" SMOOTH SAND FLOAT FINISH , _ \\ -.. STUCCO OVER PAPER BACKED 1/8" GALV. METAL HAT ���e -------- ........ METAL LATH OVER HIGH RIB LATH CHANNELS AT Ib" O.C. ` \� ............. --- ATTACH TO -------- ............ G-CAANNELS. FIELD +; ........... PAINT WITH RUST i ..._._..... t .__.._...: b PROHIBITIVE PRIMER 8" KO. BLOCK WALL - SEE STRUCTURAL 411 WALL / CEILING VINYL DRAWINGS PANELS BY GARWASH �`-- 8" PRECAST CONC. LINTEL -;•::'% EQUIP. VENDOR - _-�� SEE STRUCTURAL DRAWINGS COORDINATE1 ORIENTATION W/ VINYL i;:,;., '°°•_,'\''+,'+��'`.'+.. nn <�`` � PANEL INSTALLER I OVERHEAD ROLL -UP � DOOR, SEE DOOR SCHEDULE � I I I j DETAIL � Iry ILE SCALE: 1-1/2" = 1'-011 SCALE: 1-1/2" = 1'-011 REVISIONS BY r, 000 C+� I�r rD U � E Cd co r �xtN- U o 00 U N cd • Q rn 0 o ti N i; vrrrrrrzrrr z:€55y �%gg33 �G , O U— 0` -s ,sa zI i N a� # Q � U R. v O 0 O w- V _ c Q tM 2 � �. M .5 ir 3 M m Q = c U v 0 ° Z > L o N M CL � Q a L. 0 N Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: GNIiI Job: 21-082 Sheet A5g DOOR TYPES DOOR SCE- EDU>LE 5/5" SMOOTH SAND DOOR FRAME EXPANSION EXTERIOR FLOAT STUCCO FINISH NO. TYPE HARDWARE REMARKS NO. ANCHOR 8 CONCRETE BLOCK SIZE MATERIAL FIN. F.R.MAT. PR TYPE 10ia D i6'-0% X iV-@" h ALUM. FAC -- -- -- -- -- 1,5 i@ia - ............. 101b D 14'-@"w X 12'-0" h ALUM. FAC -- -- -- -- -- i, 5 101b STOREFRONT DOOR SYSTEM 1@2 A 3'-@" X S`-@" AL. / GL 1 -- AL AN A I i, 2, 9 102 BY "YKK" •._ - _ MECHANICAL iO3 F V-@" X 1'-0" X 1 3/411 SCUD F'NT -- HM PINT D 6 -- 103 4 4 DOOR LOUVER .r 3' @" X V-@" B DOOR 1@4 B - HM PINT -- HM PNt B 2 -- 1@4 INTERIOR EXTERIOR a ` MANUFACTURER i@5a F 3'-@" X S'-@" S.C.WD. PINT -- HM PINT B 3 -- 195a IA . r--� - - -•~ I@6 B 3'-@° X S`-@" HM PNT -- HM PNT B 4 -- i@6 4 r 4 t 101 B 3'—@" X S'—@" HM PINT -- HM PNT B 4 -- i01 I _ LT .. / i@Sa G lPA1R) 3'-@" X 8'-@ HM PNT -- HM PINT B 5 3, 4 1@8a L:........... ..... .'..,.., .: A B C i@Sb E 3'-@" X S'-@" 55 FAG Le STOREFRONT HOLLOW METAL HOLLOW METAL DOOR DOOR DOOR I@9 NOT USED 1@e 1@9A 8 2'-4" X 3'-@" HM f'NT -- HM PINT B 8 S i@9A ---••-•- VINYL PANELS BY CARWA5H EQUIPMENT VENDOR ROLL -UP DOOR CONCRETE SLAB - X ROLL -UP DOOR INTERIOR GUIDE ANGLES SEE FOUNDATION PLAN j 1/2" ISOLATION JOINT O ° TOP OF SIDEWALK i I DOOR JAM15 DETAIL SCALE: 3" = i'-Qj'�I�AWS 1. SLAT COLOR TO BE CLEAR ANODIZED ALUMINUM TO MATCH WINDOW SYSTEMS. ALL STEEL CHANNELS AND \ COMPONENTS TO BE POWDER COATED OR STAINLESS STEEL. 2. ALL STOREFRONT DOOR SYSTEMS TO BE YKK 35D NON -IMPACT RATED APPROVAL " FL i28922 OR EQUAL .a \ d 8 CONCRETE a „ 3. HOLLOW METAL DOOR FLORIDA PRODUCT APPROVAL' FL 11531.1 BLOCK 5/8SMOOTH 5AND ST T DOOR DETAIL A i I < FLOAT STUCCO D E F 4, PROVIDE MECHANICAL LOUVER APPROVED FOR USE WITH THE DOOR FLORIDA PRODUCT APPROVAL 1 i 1.. ° d FINISH OVERHEAD ELIASON DUAL SOLID CORE SCALE' 3" 1 @ W GYPSUM ROLL -UP SWINGING DOOR WOOD DOOR 5. OVERHEAD ROLL -UP DOOR BY COOKSON COMPANY, INC - MODEL ESD20 - FLORIDA PRODUCT APPROVAL WALLBOARD 4 DOOR *FLI1421.6 ALL STEEL COMPONENTS SHALL HAVE GRAY POWDER GUARD MAX POWDER COAT FINISH. EXTERIOR SLAT d ° % SEALANT .02411 ALUMINUM, FINISH To BE ATMOSHEiLD POWDER COATING SYSTEM. (COLOR to BE SELECTED BY ARCHITECT) 1'° RIGID AND BACK SLAT .@24" ALUMINUM IN CLEAR ANODIZED ALUMINUM. BOTTOM BAR EXTRUDED ALUMINUM. MANUAL CHAIN INSULATION / 1 •� / HOIST OPERATION WiTH CHAIN KEEPER LOCKS. �• % .040 MIL ALUM 8" CONCRETE LINTEL - �a / RAIN DEFLECTOR 6. 4CG-3 STAINLESS STEEL ELIASON TRAFFIC DOOR WITH VISION PANEL - PROVIDE SEAL AROUND DOOR TO PREVENT SEE STRUCTURAL f/!' a WATER FROM BEING BLOWN INTO FROM TUNNEL INTO EQUIPMENT ROOM. DRAWINGS i` �/ LOCATIONS 1, DOOR PART OF PARTITION WALL SYSTEM BY VENDOR • d 8. PROVIDE BREAK METAL DOOR THRESHOLD AT ACCESS DOOR - PAiNT TO MATCH ADJACENT WALL COLOR i x 3 FURRING v / ' •' 3. STOREFRONT FRAME SYSTEM TO BE YKK YES 45 F1 APPROVAL M FL 121B262 OR EQUIVALENT EXTERIOR INTERIOR -" ' -------------J HARDWARE S�:�DULE SEALANT — r---- SEALANT PROVIDE GWB HOLLOW METAL FINISH WHERE , 8 I DOOR FRAME L STOi?,EPRONt LOCK 3, STOREROOM LOCK SET 1. SPECIFIED PER I i SET BY °YKK" (1 1/2) F R BUTT HINGES (1) DEAD LOCK WITH ADA-THUMB TURN PLAN I i (1) STOREROOM LOCK ON INTERIOR - KEYED ON INSIDE (4) STANDARD BUTT HINGES (1) DOOR STOP AS REQUIRED REMAINDER OF HARDWARE BY -4i/Z x41/2 (i) STANDARD HOOKBOLT DOOR MANUFACTURER LOW T DOOR JAM5 DETAIL LOCKSET 4. PANIC SET & STOREIROOM LOCKSET (1) STANDARD CYLINDER WiTH (1 1/2) PR BUTT HINGES = f CYLINDER CORE - KEYED (1) PANIC BAR W/ STOREROOM (1) STOREROOM LOCK 0 SCALE: 3 1 -@ INTERCHANGEABLE (i }) PR BUTT HINGES ON INSIDE AND OUTSIDE FUNCTION (1) THRESHOLD (1) 1" DIAM. PULL / PUSH BAR - (1) AUTO CLOSER (1) WEATHER STRIPPING H-i104 (i) THRESHOLD (1) DOOR STOP AS REQUIRED 5/811 SMOOTH SAND FLOAT STUCCO FINISH (i) CONCEALED OVERHEAD (1) DOOR STOP A5 REQUIRED SEALANT (1) WEATHER STRIPPING EXTERIOR CLOSER 8" CONCRETE (1) DOOR STOP AS REQUIRED 5.PANIC SET (PAIR) BLOCK HOLLOW METAL (1) WEATHER-STRIPPING (3) PR BUTT HINGES DOOR FRAME (1) DOOR SWEEP (2) PANIC BAR W/ TOP AND I 2. AS REQUIRED NOT USED-- ----- -- ---- -- -- _ ROD .. _ PRIY,4CY SET (2) Auto CLOSER SCALE: (1 1/2) PR BUTT HINGES (U DOOR „ (1) DEADBOLT WiTH (1) WEATHER-STRIPPING ------ I 2 INTERCHANGEABLE CYLINDER DOOR " 11 " CORE - KEYED BOTH SIDES 1I2" GYPSUM 3 -3 . 3 -4 3 -5 1 (1) PRIVACY SET W OCCUPANCY 16•LOGC SET I L--- WALLBOARD ---- b INDICATOR (1 1/2) PAIR BUTT HINGES (1) DOOR STOP AS REQUIRED (1) LOCK SET DOOR METAL STUDS AT 16" • a (1) AUTO CLOSER (1) DOOR STOP AS REQUIRED O.G. I i 2 �-IAFVWARE Si CIFICATiONS ---------- --� L� 6 0 I � 6 I -- --------- - - - - -� - - PROVIDE GWB J FINISH WHERE iv HINGES : CAL -ROYAL - U526D - BB31xU526,TBH3ixUS26 AL ALUMINUM SPECIFIED PER ' T t CLOSER : LCN - US26D - 1460/1441 AN ANODIZED FINISH PLAN WALL STOP : CAL -ROYAL - U526D - CONW542 PAC FACTORY FINISH �\ FLOOR STOP : CAL -ROYAL - U5260 - DSHPiS FBGL FIBERGLASS ._..._............... 5 1 4 PASSAGE SET : SCHLAGE - US260 - SATURN ALICS GL GLASS PRIVACY SET : SCHLAGE -U526D - SATURN AL4@5 HCWD HOLLOW CORE WOOD SEALANT 6b LOCK SET : SCHLAC E - U826D - SATURN AL50PD 41 HOLLOW METAL JAMB ANCHOR ' 1" RIGID INSULATION SINGLE DUMMY TRIM : SC-E - U5260 - SATURN ALi10 MOF MEDIUM DENSITY F15ERBOA 1 x 3 PURRING STOREROOM LOCK : SCHLAGE - US260 - SATURN ALS@PD MTL METAL 1/211 GYPSUM CLASSROOM LOCK : SCHLAGE - U526D - SATURN AL1@PD PNT PAINT WALLBOARD INTERIOR A I� THRESHOLD PEMKO - ALUM - 210A or 11@A Sty STAINED t SEALED SEALANT ALUMINUM STOREFRONT HOLLOW DOOR SWEEP : PEMKO - ALUM - 315CN SCWD SOLID CORE WOOD SYSTEM FRAME METAL FRAME PULL HANDLE : DON-JO - U5260 - 1114 STL STAINLESS STEEL HOLLOW METAL DOOR "T" TEMPERED SAFETY GLAZING IN CMU WALL KICK PLATE : DON-JO - ALUM - JI02 WD WOOD FRAME y` 1"'�/�/�1L'� j /� 1�'1 +Tj T /l I� PANIC DEVICE : MONARCH - MAL - 1SIOLDANE WVC WOOD VINYL GLAD 3 1 00"NC ` Tfi_J� D DETAIL WC WOOD COMPOSITE SCALE: 3' = i,-0" =TAIL GENERAL DOOR NOTES SCALE: 3" = 1:-0" I. ALL DOORS/DOOR OPENINGS SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE / NFPA i@I LIFE SAFETY j I i i ! CODE 12.12 WIDTH 12.1.4 SWING AND FORCE TO OPEN 1.2.15 LOCKS AND LATCHES AND ALARM DEVICES 12.1-6 I I INTERIOR I I I SPECIAL LOCKING ARRANGEMENTS 12.1.1 PANIC HARDWARE AND FIRE EXIT DEVICES 12.1.5 SELF CLOSING DEVICES. I II I: I it I I it II I I I i 2. ALL DOOR HANDLES SHALL BE LEVER TYPE MEETING ADA. REQUIREMENTS. ALUMINUM THRESHOLD I I SEE DOOR SCHEDULE I 13. ALL INTERIOR DOOR HANDLES SHALL BE SCHLAGE "AL" SERIES "SATURN". TANK STORAGE j i O i CAR WASH TUNNEL i i 8 I I I I EXTERIOR 6 4. ALL DOORS WiTH AUTO CLOSERS SHALL HAVE BALL BEARING TYPE HINGES. jl ® I•: II I O I 5. ALL EXTERIOR DOORS SHALL HAVE 32D FINISH HINGES. CONCRETE SLAB - I I I I X SEE FOUNDATION ! I I PERIMETER EDGE I O I 6. ALL EXTERIOR DOORS SHALL HAVE WEATHER STRIPING. PLAN — I I! CONCRETE SLAB - I I F I GASKET(NG - BY ELIASON SEE FOUNDATION I I ! _ 1/2" ISOLATION JOINT LT 1/2" ISOLATION JOINT PLAN i i' 1. ALL INTERIOR DOORS SHALL BE PAINT GRADE BIRCH VENEER I I I , TOP OF SIDEWALK --- S. PROVIDE SEPARATOR OR TRANSITIONAL THRESHOLD AS REQUIRED BETWEEN DIFFERENT FLOOR FINISHES. ' TOP OF SLAB IN ; S. DOOR CLOSER SHALL BE INSTALLED SUCH THAT THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED So TUNNEL - SEE THAT FROM AN OPEN POSITION OF 1@', THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FOUNDATION PLAN j / (16MM) FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR `/ 10, THE MAJCIMUM FORGE POR PUSHING OR PULLING OPEN AN EXTERIOR DOOR SHALL NOT EXCEED 85LBP (315N). HL OW METAL 11. THE MAXIMUM FORCE FOR PUSHING OR PULLING AN INTERIOR DOOR SHALL BE 51bf (222N). DOOR FRAME IN METAL STUD WALL 12. SUBMIT HARDWARE SCHEDULE AND REVIEW WITH ARCHITECT PRIOR TO PLACING ORDER (4 COPIES). i 13. ALL EXTERIOR DOOR FRAMES SHALL BE PRE -WIRED FOR TENANT PROVIDED ALARM SYSTEM -EXTEND CONDUIT TO 13'-@" A.FF. T iL AT CAR WASH TAL DOOR TWRESHOLD DETAIL SCALE: 3" = 1'-0" SCALE: 3" = i,-@11 REVISIONS BY ✓ i r C Go N CYJ c0 � Q I Cd o U N r}n � C`, •� N O., U � d y � Q G 00 o � 3 3 N O ti p 0 E] o C" C�•J 1 j5 � yaiH� g r Q-.•���1 '�;l/rya a. 0 6 00 �A u- :a rL 0/_ co Qbo b � A w o # > m R. N U) O L O m Q = U v; r.°� O Z '> L v m .0 (- O to ® v N Q to m Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: GNIII Jab: 21-0s2 Sheet A6a Arl i:�v,fl111 1 i-."u:u 1 1 1 1 11 I i I I I I I 1 611 1 8" CONCRETE WINDOW SC44EDULE BLOCK FLORIDA PRODUCT TYPE SIZE MANUFACTURER DESIGNATION APPROVAL NUMBER T- O 10'-0" x 4'-10" YKK YES 45 F1 - TINTED GLASS FL 12W62 / a O 6'-4" x 1'-8" F44SKIN COMPANY HORIZONTAL BLADE LOUVER FL 21829.4 8" CONCRETE LINTEL SEE STRUCTURAL DRAWINGS 5/8" SMOOTH SAND • FLOAT STUCCO I" RIGID INSUL. FINISH a I x 3 FURRING \ STRIPS a 16" O.C. ,)ill GYP. BD. GENERAL WINDOW NOTES INTERIOR EXTERIOR 1. REFER TO MAUFAGTURER SPECIFICATIONS FOR INSTALLATION I�EQUfREMENTS. BACKER ROD BACKER ROD E SEALANT t SEALANT 2. ALL EXTERIOR STOREFRONT WINDOW SYSTEMS ARE TO BE NON -IMPACT RATED INSULATED GLAZING WITH TINTED GLASS OR OBSCURE GLASS - SEE WINDOW SCHEDULE. STOREFRONT WINDOW 72" SHIM SYSTEM BY "YKK" _ 3. ALL EXTERIOR STOREFRONT WINDOW AND LOUVER SYSTEMS TO HAVE CLEAR ANODIZED FINISH. SEE WINDOW SCHEDULE 4. PRIOR TO INSTALLATION, SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL 5. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION 6. MECHANICAL HORIZONTAL BLADE LOUVER TO BE PAINTED / MATCH WALL COLOR - TYPICAL O 8 1OF09RONT WINDOW SYSTEM SAD DETAIL SCALE: 3" = 1'-0" 5/8" SMOOTH SAND FLOAT STUCCO FINISH EXTERIOR SEALANT all CONCRETE STOREFRONT WINDOW WINDOW S BLOCK SYSTEM BY "YKK" - SEE WINDOW SCHEDULE -1 d <1 C j ........ _.-........ , z-.......... 10'-0" a i { - -- 6b Ea EQ. EQ. I i SEALANT i 9 i" RIGID INSUL. 2 I ; I x 3 FURRING 6 TLT T io STRIPS 0 16" O.C. INTERIOR Y2" GYP. BD. 3 b � M a STOREFRONT WINDOW SYSTEM JAMS DETAIL SCALE: 3" = F-0" QA "T" TEMPERED SAFETY GLAZING STOREFRONT WINDOW SYSTEM BY KK" - OUTLINE OF LOBBY SEE WINDOW' SCHEDULE DESK COUNTERTOP - WHERE OCCURS - LINE OF WALL SEE FLOOR PLAN BEYOND ----------------------- - ALUMINUM SILL PAN - SEALANT AS SEE DETAIL 4/A6b REQUIRED frn INTERIOR = EXTERIOR 1" RIGID INSUL. • 1 x 3 FURRING STRIPS s I6" O.C. x" GYP. BD. 8" CONCRETE BLOCK Q W HORIZONTAL BLADE OSTOft-FRONT WINDOW SYSTEM SILL DETAIL MECHANICAL LOUVER SCALE: 3" 1'-0" Q 61 WIDTH OF WINDOW FRAME PLUS 1/V CO Q J� 3/811 HEM EDGE .040 MIL ALUMINUM PAN 7� ALL JOINTS MUWATER TIGHT ST01 SCALE: 3" I'-0" - V-0T WINDOW SYSTEM SILL DETAIL REVISIONS 8'Y co �. U a < 4. oti I~ N ca o U YxC\1 � ,; Y Q p N �. .� U oLo ►�� O U 117 Q ti > .0 o 00 3 3 oN 0 Cn C,qN cY7 �y /55555!Eqq s CiMi IS qqqq Y�6 LL. 13 o : Q' ®•s :, Q ��'�,,., .•;cam <. z 00 N CD � c n•H O � � l 0. N Cn O O C < M N >. M m Q m U vi c°� =v �' 0 ° Z > L o v, °' Q m�a a I-'- N m z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: GNIII Job: 21-082 Sheet A6b KEYED NOTES al 3/4" PLYWOOD WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE FOR MORE INFORMATION OBACKSPLASH FINISH TO MATCH COUNTERTOP FINISH - 3" HIGH AT COUNTERS WITHOUT SINK AND 4" HIGH AT COUNTERS WITH SINK - 3 SEE FINISH SCHEDULE FOR MORE INFORMATION Al O 5/8" MELAMINE WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE FOR MORE INFORMATION (D 5!8" THICK MELAMINE INTERIORS (BOXES) 5f8" THICK ADJUSTABLE MELAMINE SHELVES FINISHED END O LINE BORING FOR ADJUSTABLE SHELVES PANEL 77 3/PLYWOODLAMINATE SURFACE AT O SUPPORT LEG WITH PLASTIC Q Q 0 LOCATIONS INDICATED ON INTERIOR ELEVATIONS WALL MOUNTED TV .Q I I 5!8" x 4" MELAMINE (BY OWNER) 8 .v MICRO - ..._ ........ 3/4" x 4" PLYWOOD m ---- O Qfl -------------------- FRF' TO 5'-0" 10 3/4" x 4" OR 3" PLYWOOD BASE Q„d 1 _ AFF. ON WALL it MICROWAVE BY TENANT Al — 6l 4" BACKSPLASH _ - Q Q Q ,I Q 11 Q 8 .... i...._. _.i r = DROP IN SINK -SEE PLUMBING DRAWINGS 12 . ... ........ ._..... I 0 FINISHED END __ _ -13 "ZARGON" 6036 f 6026 SLIDE SYSTEM (OR EQUAL) tt ,in I I I I .. PANEL = Q UNDER h ! COUNTER ING 5/8 THICK MELAMINE DRAWER STOCK ,� HOSE BIBB I ... SE E UM _. .• SEE PL B i I I 14 ' REFRIGs. CBY DRAWINGS POINT -OF -USE ELECTRIC WATER HEATER - SEE PLUMBING PLANS TENANT) .. JANITOR SINK - ---_--.-----__---- ---_ z SPRINGLOADED SHELF PROVIDE BLOCKING AS - -- SEE PLUMBING _ .. ... I6 ADA HEIGHT 1 DRAWINGS r REQUIRED WALL BASE - 5 POINT -OF -USE WALL BASE - FINISHED END ? 4 SEE FINISH Al ELECTRIC WATER SEE FINISH PANEL Al Il 3" DIAMETER GROMMET RING - COORDINATE WITH OWNER FOR FINA SCHEDULE HEATER - SEE SCHEDULE LOCATION - SEE DETAIL 9/Alb 3'-0" 2'-3" 3'-011 3°-0" 3' 011 3'-011 6 PLUMBING DRAWINGS EQU NT BY 6'"011 f TENANT 1$ BLACK LAMINATE TOE KICK WIRE CHASE AS REQUIRED POINT -OF -USE ELECTRIC WATER 20 3/4" LAMINATED PLYWOOD LEDGER HEATER - SEE FLUM51NGi DRAWINGS j i� /� (may' 2i I" REVEAL -BLACK I I 2 INTERI0mm ELEVATION 22 VINYL WALL BASE - MATCH LOBBY 5CALEE 3/8" = I'-0" SCALE: 3/8" It-0" NC'TES: ALL 4ELVING AND HARDWARE DUI= i= l -6 AND INSTALLED BY GENERA CONTRACTOR G�ENERA! CONTRACTOR SHALL I PROVIDE ADEQUATE BLOCKINGx FOR ALL SHELVING IN OFFICE 3 SHELVI�iG� HARDWARE SPECS - - , , -.. � _ 4 2' 0" (T I KNAPE 4 VOG�T 0150-12 HEAVY -- YPa DUTY AD, KNIFE BRACKETS 2 9 1 9 KNAF'E � VO!�T •80 STANDARDS FIN15H• STEEL w/ ANOCHROME FIN S 13 8 3 Oo 14 3 o _ — — 1f1 O° f---------------------- --- ---1 - (3 —1 'f 4 a 3 I I ll Lu o a Lu EdrH-TE � I..Atm<Is°sE _' i ! } dd) o 0 5R4CKET6 �N i 11 1 1 N o ° 5T,4NDARDS TYP. o I in V Q o 5 O U c 1 , 0 /4• ' PLYWOOD n o o. . 1 DESKTOP d ( I I o o E� C# LPL Ai wt L---------------------__-- P-1 4 °i FIN( o A i 4 1 1;�" FINE 6 lll 0 o 21 -011 o o i O o a C,�45 (NET CT I �, CABINET SECTION COUNTER SECT ION ° 5 FINISH NOTES Cdl _ 3 •. r '• DRAWER E C'i SCALE: 1 i!2" = I'-0" SCALE: i 1/2" i°-0" SCALE: 1 I/2" I'-0" ° -A� ° o ; o O ° 4 WALL BASE - 1. VERIFY WITH OWNER FOR GROMMET LOCATIONS. Al SEE FINISH 4 SCHEDULE - 2. ALL COUNTERTOPS TO BE PLYWOOD WITH PLASTIC LAMINATE SURFACE. 4" BACKSPLASH TO MATCH COUNTERTOP. 0 3. ALL COUNTERTOPS TO HAVE PLAM FINISH. WILSONART "STEEL 11-011 11 - MESH" •4819-38 (VERIFY COLOR WITH OWNER PRIOR TO 2 -1 4 r PURCHASE) - 3 4. ALL CABINETS TO HAVE PLAM FINISH. WILSONART' "MISTED 2 21 i 12 21 ° ° ZEPHYR" 04843-60 (VERIFY COLOR WITH OWNER PRIOR TO PURCHASE) o ----------- -------------- - 5, ALL ANGLED SUPPORTS SHALL HAVE THE SAME PLAM FINISH AS WHITE MELAMINE o o CABINETS. SHELVES W/ __._._................ 5 BRACKETS ON o ° � ° o STANDARDS TYP. ° i y WHITE MELAMINE ,, 6 v ,. ..,.-..• ...o. SHELVES W/ 6 I`----------- ----------- BRACKETS ON ; ° ° ° �.. . STANDARDS TYP. , —� ° ° U i i _. ° ° -1 Q o ° h Z .................... I ° 6 ° ,,, G o (} ° 4 o 3 T•. 3!4" PLYWOOD -. --_ — Lu ° ° I"'---- t ' ,� — 0 0 - - ------ - ° 5 G 3 }---�--� \�� Lu DESKTOP 4 BACCKSPLASH w1 - - G ° V \I ► ! O PLAM FINISH ° o �, Z �\ ��_/ 9 ° - @ ° ° T O 1 1 1/2" PINE NOSING .9 > 15 ° ° O t O DRAWERS 4 Z o ° o ° ANGLED — _o ® ° ° 0 S PLYWOOD _ c' 4 o ° NOTES _' r h�'S2RT - - 1 cv cv O O - ° o I 4 I. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS WALL BASE - 4 :..... . • .. • .. ., 2. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF CABINETRY SEE FINISH WALL BASE - 1 1/2" PINE _ FOR APPROVAL SCHEDULE A l 3 10 1 t SEE FINISH NOSING SCHEDULE 3/41' PLYWOOD .._..... 3. ALL MELAMINE SURFACE TO BE BLACK U.N.O. DESKTOP t BACKSPLASH w/ PLAM FINISH _ I L - ONCE g IN ""'I ELEVATION OFFICE cINT ScTiON cINT SECTION C,45INT SECTION SCALE: 3/6" w 1,-011 SCALE: 3/8" = 1'-0" SCALE: 1 1/2" s 11-011 SCALE: 1 1/2" - II-011 SCALE: 1 1/2" : II-011 Q99 REVISIONS BY v N «7 <D c=. o :d ti U U o N '--1 s- N 3 o x .a m tom+ CYJ t—. elf �l q� �5 0- y f 4hk O. N O o LL. __J : G O' I Q : LU s N w 6 O � J 0. Cn O 0 O v- t ^ Q C) m QLA_ 0 U cn U =v �' 0 Z > o M � � W Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: GNIII Job: 21-082 Sheet A7 KEYED NOTES �l �I 3/4" PLYWOOD WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE FOR MORE INFORMATION O2 BACKSPLASH FINISH TO MATCH COUNTERTOP FINISH - 3" HIGH AT COUNTERS WITHOUT SINK AND 4" HIGH AT COUNTERS WITH SINK - SEE FINISH SCHEDULE FOR MORE INFORMATION O5/8" MELAMINE WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE FOR MORE INFORMATION ___...:.....__._..__..__...----------...........------------------------------------.... 5/8" THICK MELAMINE INTERIORS (BOXES) ........ ......... .... € > > 102 V y3i O 5/8" THICK ADJUSTABLE MELAMINE SHELVES -211 -- -- O6 LINE BORING FOR ADJUSTABLE SHELVES 3/4" PLYWOOD SUPPORT LEG WITH PLASTIC LAMINATE SURFACE AT € LOCATIONS INDICATED ON INTERIOR ELEVATIONS I I µ -- --- --- -- - ..._ s - x MELAMINE 1 ( .. it 4it 5/8 O 0 3/4" x 4" PLYWOOD 1 1 MONITORS 1 I I 1,10 _ 10 3/4" x 4" OR 3" PLYWOOD BASE I I r MICROWAVE BY TENANT ak. _ __.. ... --- ..---_-... 16 - . = 16 i ...." " --Lx j � DROP IN SINK - SEE PLUMBING DRAWINGS `t 12 l`T W u `� 21 = W U - 'lT W r I i----------------� `------ -I m z 21 Q � I 103 13 ZARGON 6ID36 / 6026 SLIDE SYSTEM (OR EQUAL) f 4 w � � ®PEN tl Ul in N4 /, �,,4S Nd N I O c�i 1 5/8" THICK MELAMINE DRAWER STOCK ------- _..._. 15 POINT -OF -USE ELECTRIC WATER HEATER - SEE PLUMBING PLANS ,. 18 .-.-----..._......... ... ............. -_-- .:._ .:.._. - ....................... ----..------ 16 ADA HEIGHT SPRINGLOADED SHELF - PROVIDE BLOCKING AS 22 IL 21 �REQUIRED l 8 6 lb �� lb Il 3" DIAMETER GROMMET RING - COORDINATE WITH OWNER FOR FiNA _....__,.....,.... _ LOCATION - SEE DETAILS/Alb 18 BLACK LAMINATE TOE KICK 19 WIRE CHASE AS REQUIRED 20 3/4" LAMINATED PLYWOOD LEDGER 21 I" REVEAL - BLACK ESK ELEVATION ION (DI 1 DESK ELEVATION Z L055Y DESK ELEVATION 1�. N � ENLARGED L055 1 FLOOR PLAN 22 VINYL WALL SASE -MATCH LOBBY 6CALE : 3/8" = 1'-011 SCALE: 3/8" = 1'-0" � SCALE: 3/8" 1'-0" � SCALE: 1/4" 1'-0" V-9 1/4" i ,V-9 1/4" i 9 1 Il 8 13 8 A ro ( 20 - 6 20 6 �, ---- - .. ........ 5 ......_.--- -- -- -- - -- 21 _ - -- -- ___-- - _ - -- _-------------------------------- _.. _......... _ 8 6 21 fill a o OPEN i 1 - N iy G J � o a OPEN 0 0 � — - .... ..... .... j ....... ......... . .......... ............. .. .............. 18 � 22 _ 31 , Y DESK SECTION ,� LOBBY DESK SECTION( FI1�lISl-� NOTES 6CALE: 1-1,12 = 1 -0 SCALE: 1-1/2 i -ID � SCALE: 1-1/2 V-011 1. VERIFY WITH OWNER FOR GROMMET LOCATIONS, 2. ALL COUNTERTOPS TO BE PLYWOOD WITH PLASTIC LAMINATE SURFACE. 4" BACKSPLASH t0 MATCH COUNTERTOP. 3. ALL COUNTERTOPS TO HAVE PLAM FINISH. WILSONART "STEEL MESH" r4819-38 (VERIFY COLOR WITH OWNER PRIOR TO PURCHASE) 4. ALL CABINETS t0 HAVE PLAM FINISH, WILSONART "MISTED ZEPHYR" 04843-60 (VERIFY COLOR WITH OWNER PRIOR TO PURCHASE) 5. ALL ANGLED SUPPORTS SHALL HAVE THE SAME PLAM FINISH AS CABINETS. NOTE: FIELD CUT CABLE HOLES IN 1 f CABINETS AFTER EQUIPMENT HAS BEEN PLACED IN t DESIRED LOCATION BY \ OFFICE STAFF 3" O.D. GROMMET WITH RETRACTABLE, SELF STORING SLOT COVER CFENEf"L NOTES 31r � 1, SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS 2. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL 3. ALL MELAMINE SURFACE TO BE BLACK U.N.O. 9 TYPICAL CCiROMMET DETAIL SCALE: N.T.S. 1 l - ,:roar 4,11diall ILAIlid11, 1 FF—-i - I I I I I - I - -- -1 - -- Ili I 1 1 REVISIONS BY CO CC N 70 O ti El y ti OU U c7 �N � sue. O cJ L''J cd 0 C\1 N o� I�r I i< f �41 f ® 1� LL : 00 � z 00 -, o � Q � y o� o = � Q � MLO 7► A M m Q =; Cp L) "t7 = N O ° Z > L a N m LL-i�1 N CD 3r z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: GNIII Job: 21-082 Sheet ID1 DIVISION I GENERAL NOTES DIVISION 2 SITE DIVISION I (CONT.) DIVISION S DOORIS LAND WINDOWS (CONT.) DIVISION S DOORS AND WINDOA (CONT.) SECTIONI DRAWINGS, PRODUCT DATA AND SAMPLES SEE CIVIL DRAWW36 SECTION 01620 SWEET METAL FLAS14 NG AND TRIM SECTION 00111 STANDARD STEEL DOORS AND FRAMES 2.05 FINISHES AND COLORS PART I GENERAL PART 1 GENERAL PART I GENERAL A. ANODIZED FINISH: YKK AP AMERICA ANODIZED FINISH: 1.01 SUBMITTALS 1. CLEAR YKK AP YSIN WITH CLEAR PROTECTIVE COMPOSITE COATING. 1, REQUIREMENTS INCLUDED dQ DIVISION CONCRETE A. PRODUCT DATA: NOT REQUIRED. B. FINISHING PREPARE ALUMINUM SURFACES FOR SPECIFIED FINISH, APPLY FINISH N ACCORDANCE WITH THE i.1. SUBMIT SHOP DRAWINGS, PRODUCT DATA A AND SAMPLES REQUIRED BY CONTRACT B. SHOP DRAWINGS: NOT REQUIRED. 1. HARDWARE FOLLOWING: DOCUMMENTS, OR AS NECESSARY WHERE NOT INDICATED, SO ARCHITECT CAN REVIEW, C. SAMPLES: NOT REQUIRED. U. PREPARE DOOR AND FRAME TO RECEIVE HARDWARE IN ACCORDANCE WITH THE DOOR 1. ANODIZED COATING: ELECTROLYTIC COLOR COATING FOLLOWED BY AN ORGANIC TOP COATING APPLIED SELECT, CHECK FOR CONFORMANCE, ETC., AS REQUIRED. SCHEDULE AND TEMPLATES PROVIDED BY THE HARDWARE MANUFACTURER TO ALUMINUM EXTRUSIONS PRODUCED i�t QUALITY CONTROLLED BILLETS MEETING AA-6063-T5. SEE STRUCTU � UO2 QUALITY ASSURANCE a. EXPOSED SURFACES SHALL BE FREE OF SCRATCHES AND OTHER SERIOUS BLEMISHES. 2. RELATED REQUIREMENTS A QUALITY STANDARDS: SMACNA -ARCHITECTURAL SHEET METAL MANUAL. 2. FIRE RATING b. EXTRUSION SHALL BE GIVEN A CAUSTIC ETCH FOLLOWED BY AN ANODIC OXIDE TREATMENT AND SEALED 2.1. DESIGNATED IN THE CONSTRUCTION SCHEDULE, OR iN A SEPARATE COORDINATE PART 2 PRODUCTS 2.1. ALL DOOR AND FRAMES TO BE FIRE LABELED SHALL HAVE APPROPRIATE LABELS TO MEET NFPA AND LOCAL BUILDING CODES. I7 SHALL BE THE RESPONSIBILITY OF WiTH AN ORGANIC ELECTRODEPOSITION APPLIED PROTECTIVE TOP COATING. SCHEDULE, THE DATES FOR SUBMISSION AND THE DATES THAT REVIEWED SHOP 2D1 MANIFACTURERSIPRODUCTS THE DISTRIBUTOR TO VERIFY ALL MODIFICATIONS WILL MEET THE NFPA AND LOCAL c. OVERALL COATING THICKNESS FOR FINISHES SHALL BE A MINIMUM OF 0.1 MILS. DRAWINGS, PRODUCT DATA AND SAMPLES WILL BE NEEDED. ALLOW SUFFICIENT TiME IN DIVISION ,t '"'1 MASONRY A. ANODIZED ALUMINUM - 040 THICKNESS -COLOR t0 BE DETERMINED BY ARCHITECT BUILDING CODES. d COATING SHALL CONFORM TO ALUMINUM ASSOCIATION STANDARD AAM12C22A4X A4X DESIGNATION SHALL THE SCHEDULE FOR ARCHITECT REVIEW AND POSSIBLE RESUBMITTALS IF REQUIRED. SIGNIFY AN ANODIC COATING OF OA MILS MINIMUM FOLLOWED BY AN ORGANIC TOP COATING OF A 202 ACCES.gORiESihIIXES END OF SECTION MINIMUM 03 MILS. 3. 55HOP DRAWINGS A. FASTENERS: SAME MATERIAL AND FINISH AS FLASHING METAL. N ADDITION TO THE ALUMINUM ASSOCIATION STANDARD ABOVE, FINISH SHALL CONFORM TO THE FOLLOWING. 3.1. DRAWINGS SHALL BE PRESENTED IN A CLEAR AND THOROUGH MANNER SEES B. DOWNSPOUT SUPPORTS: STRAPS. R) AAMA 6052 MORTAR RESISTANCE TEST SPECIFICATION, TEST METHOD PER ASTM G201, 24 HOUR 3.1.1. _DE"AILS SHALL BE IDENTIFIED BY REFERENCE TO SHEET AND DETAIL, SCHEDULE C. SPLASH PANS: PRECAST CONCRETE. SECTION 0"10 ALt,M" HJM SWING ENTRANCES PAT TEST. OR ROOM NUMBERS SHOWN ON CONTRACT DRAWINGS. 203 FABRICATION 2) CASS CORROSION RESISTANCE TEST. CASE 240/ ASTM 5368 TEST METHOD. 3.12. SHEET SHALL BE LABELED WITH CORRECT JOB NAME, LOCATION, ARCHITECT'S A DOWNSPOUTS: SQUAW PROFILE. PART i GENERAL OTHER AAMA 6052 PERFORMMANCE TESTS SPECIFIED IN THESE SPECIFICATIONS, ;SUCH AS: 13 DRY FILM PROJECT NUMBER, AND SUBCONTRACTOR'S COMPANY NAME, ADDRESS, PHONE *� DIVISION 1 3 EXECUTION 1.01 SUMMARY 3) HARDNESS,1,82 SALT SPRAY RESISTANCE,1.912 COLOR RETENTION, SOUTH FLORIDA, TS4.14 GLOSS NUMBER AND NAME OF RESPONSIBLE REPRESENTATIVE OF COMPANY. PART A. SECTION INCLUDES: ALUMINUM SWING DOORS, INCLUDING: RETENTION, SOUTH FLORIDA. 3,1.3, DRAWINGS, DETAILS, ETC. SHALL CLEARLY ILLUSTRATE ALL COMPONENTS AND 3.1 INSTALLATION 1. YKK AP SERIES 35H MEDIUM STILE SWING ENTRANCES. C. HIGH PERFORMANCE ORGANIC COATING FNISH: ADJACENT COMPONENTS OF THE WORK. A, CONFORM TO DRAWING DETAILS INCLUDED IN SMACNA, AND AS INDICATED ON DRAWINGS. B. RELATED SECTIONS: 1. TYPE FACTORY APPLIED TWO -COAT 10% KYNAR RESN BY AUTO CHEM OR 10% HYLAR RESN BY AUSiMONT, 4, PRODUCT DATA SEE STRILICTURAL SMCS1. END OF SECTION O'1620 GLASS AND GLAZING: REFER TO DIVISION 8 GLASS AND GLAZING SECTION FOR GLASS AND GLAZING FLOUROPOLYP ER BASED COATING SYSTEM, POLYVNLYIDENE FLUORIDE (PVF-2). APPLIED N ACCORDANCE 4.1, PREPARATION REQUIREMENTS. WITH YKK AP PROCEDURES AND MEETING AAMA 6052 SPECIFICATIONS. 4,`.l. CLEARLY MARK EACH COPY TO IDENTIFY PERTINENT PRODUCTS OR MODELS 1.02 SYSTEM PERFORMANCE DESCRIPTION 2. COLORS: SELECTED BY ARCHITECT FROM THE FOLLOWING. WHICH ARE SPECIFICALLY COVERED BY THE SUBMITTAL. REFERENCE ALL NU-15ERS TO CORRESPOND TO THOSE iN CONTRACT DOCUMENTS. SECTION m I63i GUTTERS AND DOE��IS1�.ITS A PERFORMANCE REQUIREMENTS: PROVIDE ALUMINUM SWING DOORS THAT DOORS THAT COMPLY WITH a. STANDARD COATING COLOR CHARTS. 4.L2. SHOW PERFORMANCE CHARACTERISTICS AND CAPACITIES. * �.Q DIVISION 1 ICS PART R GENERAL PERFORMANCE REQUIREMENTS INDICATED, AS DEMONSTRATED BY TESTING MANUFACTURES ASSEMBLIES IN b. CUSTOM COATING COLOR CHARTS. c. COLOR NAME AND NUMBER 4113. SHOW DIMENSIONS AND CLEARANCES REQUIRED. 101 RELATED DOCUMENTS ACCORDANCE WITH TEST METHODS INDICATED. ACCORDANCE D. FINISHES TESTING: 4.?.4, SHOW ;WIRING OR PIPING DIAGRAMS AND CONTROLS. A. THE REQUIREMENTS OF DIVISION i APPLY TO ALL WORK HEREUNDER . AIR INFILTRATION (SINGLE AGING BUTT HINGES OR OFFSET PiVOTS}. AIR INFILTRATION SHALL BE TESTED BE TESTED N ACCORDANCE WITH ASTM E 283 At STATIC PRESSURE OF 151paR (15paJ INFILTRATION SHALL NOT 1. APPLY 05% SOLUTION NaOH, SODIUM HYDROXIDE, TO SMALL AREA OF FINISHED SAMPLE AREA, LEAVE IN 4.?S, DELETE MODEL NUMBERS, DIAGRAMS, DETAILS, ETC., NOT APPLICABLE TO THE NONE SPECIFIED 102 REFERENCES EXCEED THE FOLLOWING: PLACE FOR SIXTY MINUTES, LIGHTLY WIFE OFF NaOH, DO NOT CLEAN AREA FURTHER 42, 6i.;e`3. MITTAL. MANUFACTURER'S STANDARD SCHEMATIC DRAWINGS AND DIAGRAMS: A SMACNA (ASMM) - ARCHITECTURAL SHEET METAL MANUAL. SHEET METAL AND AIR a. PAIR OF DOORS: 0.16 CFMTT (iD2m'/h-m) OF CRACK LENGTH. SUBMIT SAMPLES WITH TEST AREA NOTED ON EACH SAMPLE. 42 . MODIFY DRAWINGS AND DIAGRAMS TO DELETE INFORMATION WHICH iS NOT IVISi CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, i993, FIFTH EDITION b. SINGLE DOORS, 050 CFM/FT (2Ve/b•m) OF CRACK LENGTH. 2. STRUCTURAL: DOOR CORNER STRUCTURAL STRENGTH TEST USING A DUAL MOMENT LOADING CRITERIA AS PART 3 EXECUTION APPLICABLE TO THE WORK II03 SUBMITTALS STOW MANUFACTURER'S INSTRUCTIONS /RECOMMENDATIONS .2.2. 5UPPLEMENT STANDARD INFORMATION TO PROVIDE INFORMATION SPECIFICALLY A SEE SECTION 01300 - ADMINISTRATIVE REQUIREMENTS, FOR SUBMITTAL FOLLOWS. a. A REPRESENTATIVE CORNER SECTION CONSISTING OF A IQ INCH TOP RAIL AND A 24 INCH LONG STILE. A COMPLIANCE: COMPLY WITH MANUFACTURER'S PRODUCT DATA, INCLUDING PRODUCT TECHNICAL BULLETINS, APPLICABLE TO THE WORK PROCEDURES b. TOP RAIL OF EACH SECTION IS ANCHORED TO A FIXED SURFACE AT 3 INCHES FROM CORNER JOINT, A PRODUCT CATALOG INSTALLATION INSTRUCTIONS, AND PRODUCT CARTON INSTRUCTIONS. S, SAMPLES SECTI R2'i21 ILO ATI B. PRODUCT DATA: PROVIDE DATA ON f'REFABR{GATED COMPONENTS LOAD ARM WAS SUBSEaENTLY MOUNTED AT 19 INCHES FROM INSIDE EDGE OF TOP TOP RAIL ON 3M EXAMINATION S.i. ONCE SAMPLES SHALL BE OF SIZE INDICATED, OR OF SUFFICIENT SIZE AND QUANTITY TO C EARLY ILLUSTRATE : 1.04 DELIVERY, S10RACCB AND PROTECTION SUSPENDED SIDE RAIL. A SITE VERIFICATION OF CONDITIONS: VERIFY CONDITIONS (WHICH HAVE BEEN PREVIOUSLY INSTALLED UNDER '3.'.'. FUNCTIONAL CHARACTERISTICS OF THE PRODUCT, WITH INTEGRALLY RELATED PART I GENERAL A. STACK MATERIAL TO PREVENT TWISTING, BENDING OR ABRASION AND TO PROVIDE c. A LOAD WAS APPLIED TO THE LOAD ARM AT 19 INCHES FROM INSIDE EDGE OF SIDE RAiL AND AMOUNT OTHER SECTIONS) ARE ACCEPTABLE FOR PRODUCT INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S PARTS AND ATTACHMENT DEVICES AND TECHNIQUES. VENTILATION. SLOPE TO DRAIN OF ROTATION OF LOAD ARM OBSERVED. PROCESS WAS REPEATED AT INCREASING LOADS UNTIL PONT INSTRUCTIONS. S.? FULL RANGE OF COLOR, TEXTURE AND PATTERN FOR ARCHITECT SELECTION AT NO 1�I GENERAL B. PREVENT CONTACT WiTH MATERIALS DURING STORAGE WHICH MAY CAUSE OF FAILURE DEFINED AS GREATER THAN 45 DEGREES ROTATION OF LOAD ARM OCCURRED. I. VERIFY LOCATION OF PRESET ANCHORS, PERIMETER FASTENERS, AND BLOCK -OUTS ARE IN ACCORDANCE ADDITIONAL COST. SUBMIT ONLY SPECIFIED COLOR RANGE IF DIFFERENT FROM A. COAT INSULATION EXPOSED TO VIEW IN FINISH WORK WITH CEMENTITIOUS COATING. INSTALL DISCOLORATION, STAINING, OR DAMAGE d TEST RESULTS SHALL BE SUPPORTED BY AN INDEPENDENT LABORATORY TEST REPORT, AS FOLLOWS: WITH SHOP DRAWINGS. MANUFACTURERS STANDARD RANGE. COATING STRICTLY IN ACCORDANCE WITH COATING MANUFACTURER'S INSTiRUCTiON. APPLY PART 2 PRODUCTS SPECIFY BELOW LOAD FOR THE APPROPRIATE YKK AP SUING DOOR FOR YKK AP MODEL 20D AND 3.03 PREPARATION 5.2. ALL SAMPLES OF A PARTICULAR PRODUCT, ASSEMBLY, UNIT, ETC., SHALL BE COATING APPROXIMATELY 3/16" THICK TEXTURE SURFACE WITH A PAINT ROLLER. 20DH, SPECIFY 2451ba, FOR YKK AP MODEL 35H, SPECIFY 2901ba, FOR YKK AP MODEL 50D, SPECIFY A ADJACENT SURFACES PROTECTION: PROTECT ADJACENT WORK AREAS AND FINISH SURRFACES FROM DAMAGE SUBMITTED AT THE SAME TIME TO ALLOW PROPER REVIEW AND COMPARISON BETWEEN 1.01 MATERIALS 3001126. DURING PRODUCT INSTALLATION. 5AMIPLE6. (q. 3U5`11TTALS 1.02 GENERAL BUILDING INSULATION 1.02 COMPONENTS 1) YKK AP MODEL: 3514 SWING DOOR 3. STRUCTURAL UNIFORM LOAD TEST: i. ALUMINUM SURFACE PROTECTION: PROTECT ALUMINUM SURFACES FROM CONTACT WITH LIME, MORTAR, (.1, PER1 11T6, LICENSES, AND CERTIFICATES: FOR THE OWNER'S RECORDS, SUBMIT COPIES A. BLANKET INSULATION TO BE UN -FACED, MINERAL FIBER WITH THERMOSETTING RESINS, TYPE A DOWNSPOUTS: SMACNA RECTANGULAR PROFILE. a. SINGLE DOORS: 50psf. CEMENT, ACIDS, AND OTHER HARMFUL CONTAMINANTS. OF PERMITS, LICENSES, CERTIFICATIONS, INSPECTION REPORTS, RELEASES, i. MINERAL FIBER SHALL BE MANUFACTURED FROM GLASS. B. ANCHORS AND SUPPORTS: PROFILED TO SUIT GUTTERS AND DOWNSPOUTS. b. PAIR OF DOORS: 50psE 3.04 INSTALLATION JURISDICTIONAL SETTLEMENTS, NOTICES, RECEIPTS FOR FEE PAYMENTS, JUDGMENTS, B. APPLY INSULATION UNITS COMPLYING WiTH MANUFACTURER'S RECOMMENDATIONS. INSTALL I. ANCHORING DEVICES: IN ACCORDANCE WiTH SMACNA REQUIREMENTS. 4. FORCED ENTRY RESISTANCE: 3001bs. SATISFACTORY. A GENERAL: INSTALL MANUFACTURER'S SYSTEM IN ACCORDANCE WITH SHOP DRAWINGS, AND WITHIN SPECIFIED AND SIMILAR DOCUMENTS, CORRESPONDENCE AND RECORDS ESTABLISHED IN BLANKET INSULATION IN STUD WALLS. BOND UNITS TO SUBSTRATE WITH ADHESIVE OR USE 2. GUTTER SUPPORTS: STRAPS TOLERANCES. CONJUNCTION WITH COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING UPON MECHANICAL ANCHORAGE TO PROVIDE PERMANENT PLACEMENT. 3. DOWNSPOUT SUPPORTS: BRACKETS. 1.03 PROJECT CONDITIONS / SITE CONDITIONS 1. PROTECT ALUMINUM MEMBERS N CONTACT WITH MASONRY, STEEL, CONCRETE, OR DISSIMILAR MATERIALS PERFORMANCE OF THE WORK G. FASTENERS: GALVANIZED STEEL, WITH SOFT NEOPRENE WASHERS. A FiELD MEASUREMENTS: VERIFY ACTUAL MEASUREMENTS/OFENINGS BY FiELD MEASUREMENTS BEFORE USING NYLON PADS OR COATING 1 CONTRACTOR RESPONSIBILITIES 1.03 LOOSE INSULATION FABRICATION, SHOW RECORDED MEASUREMENTS ON SHOP DRAWINGS. COORDINATE FIELD MEASUREMENTS, NUM SYSTEM 2. SHIM AND BRACE ALUMINUM SYSTEM ANCHORING TO STRUCTURE. i.1. REV!E4l SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PRIOR TO SUBMISSION. 2.03 FABRICATION FABRICATION SCHEDULE WITH CONSTRUCTION PRESS TO AVOID CONSTRUCTION DELAYS. DETER`iINE AND VERIFY: A. SAME AS GENERAL BUILDING INSULATION. FILL CRACKS AND VOIDS AROUND FRAMES AND A FORi"i GUTTERS AND DOWNSPOUTS OF PROFILES AND SIZE INDICATED 3,05 FIELD QUALITY CONTROL �.L':. FIELD MEASUREMENTS. BLOCKING AND OTHER VOIDS N EXTERIOR WALL AND VOIDS AROUND CANTS, CURBS, AND BLOCKING iN AND ABOUT THE ROOF WiTH LOOSE INSULATION. WEDGE IN PLACE CORNERS B. FABRICATE WITH REQUIRED CONNECTION PIECES. 1.04 SUBMITTALS A. MANUFACTURER'S FIELD SERVICES: UPON OWNERSREQUEST, PROVIDE MANUFACTURER'S FIELD SERVICE i.1.2. FIELD CONSTRUCTION CRITERIA. AND INTERSECTIONS BEFORE SHEETING OF EXTERIOR, COMPLETELY FILLING VOIDS. . G. FORM SECTIONS SQUARE, TRUE AND ACCURATE iN SIRE, IN MAXIMUM POSSIBLE "CONDITIONS OF THE CONTRACT" AND DIVISION I SUBMITTALS SECTIONS. PRODUCT DATA, SHOP DRAWINGS, RECOMMENDATIONS AND PERIODIC SITE VISIT FOR INSPECTION N ACCORDANCE 1,13. CATALOG NUMBERS AND SIMILAR DATA. LENGTHS, FREE OF DISTORTION OR DEFECTS DETRIMENTAL TO APPEARANCE OR SAMPLES, AND SIMILAR SUBMITTALS ARE DEFINED IN CONDITIONS OF THE CONTRACT. WITH MANUFACTURER'S INSTRUCTIONS. 11,1.4. CONFORM" fANCE WITH SPECIFICATIONS AND DRAWINGS. 1.04 SOUND ATTENUATING INSULATION PERFORMANCE. ALLOW FOR EXPANSION AT JOINTS. D. HEM EXPOSED EDGES OF METAL. B. PRODUCT DATA: SUBMIT PRODUCT DATA FOR EACH ENTRANCE SERIES SPECIFIED. 3Db ADJUSTING AND CLEANING i 2. COORDINATE NTS. EACH SUBMITTAL N-CWITH REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. DO NOT SUBMIT NON -CONFORMING PRODUCTS. A. SOUND INSULATION SHALL BE INSTALLED IN STUD WALLS AND CEILINGS WHERE INDICATED E. FABRICATE GUTTER AND DOWNSPOUT ACCESSORIES, SEAL WATERTIGHT. C. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS SHOWING LAYOUT, PROFILES, AND PRODUCT COMPONENTS, A. ADJUSTING: ADJUST SWING DOORS FOR OPERATION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 13. NOTIFY THE ARCHITECT IN WRITING, AT THE TIME OF SUBMISSION, OF ANY DEVIATIONS IN ON THE DRAWINGS. FIT INSULATION TIGHTLY BETWEEN STUD MEMBERS. 2.04 FACTORY FINISHING INCLUDINNG ANC, ACCESSORIES AND FINISH COLORS. D. SAMPLES: SUBMIT VERIFICATION SAMPLES FOR COLORS. MINIMUM 2-1/2 INCH BY 3 NCH (bimm BY 13mm1 GLEANING: THE GENERAL CONTRACTOR SHALL GLEAN INSTALLED PRODUCTS IN ACCORDANCE WITH THE SUBMITTALS FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS, OR OF ANY 1� RELATED WORK A CLASS I COLOR ANODIZED FINISH: AAMA 60fo.1 AA-M12C22A42, INTEGRALLY SAMPLES ON ACTUAL ALLMNU1 SUBSTRATES FULL COLOR RANGE EXPECTED N INSTALLED SYSTEM. MANUFACTURER'S INSTRUCTIONS PRIOR TO OWNER'S ACCEPTANCE, AND REMOVE CONSTIRUCTION DEBRIS FROM PROJECT SITE. LEGALLY DISPOSE OF DEBRIS. 1,4. DISCREPANCIES WITHIN THE CONTRACT DOCUMENTS. BEGIN NO FABRICATION OR WORK WHICH REQUIRES SUBMITTALS UNTIL RETURN OF COLORED ANODIC COATING NOT LESS THAN ®. MILS THICK DOLOR TO MATCH METAL ROOF. E. QUALITY ASSURANCE / CONTROL SUBMITTALS: PROTECTION: THE GENERAL CONTRACTOR SHALL PROTECT THE INSTALLED PRODUCT'S FINISH SURFACES FROM SUBMITTALS WITH ARCHITECT'S CONFORMANCE REVIEW. A. RIGID FOAM. INSULATION SHALL BE INSTALLED ON INSIDE FACE OF ALL C:M.U. WALLS 1. LEST REPORT'S: SUBMIT CERTIFIED TEST REPORTS SHOWING COMPLIANCE WITH SPECIFIED tEi'�O1�J'1ANGE DAMAGE DURING CONSTRUCTION. SUBMITTALS NOT PROPERLY REVIEWED BY CONTRACTOR FOR CONFORMANCE WITH CONTINUES TO BOTTOM OF ROOF DECK PART 3 EXECUTION CHARACTERISTICS AND PHYSICAL PROPERTIES. 2. INSTALLER QUALIFICATION DATA: SUBMIT INSTALLER QUALIFICATION DATA END OF SECTION 08410 CONTRACT DOCUMENTS SHALL BE RETURNED WITHOUT ARCHITECT'S REVIEW OR 106 RELATED WORK 301 EXAMINATION F. SEOUT SUBMU ACCEPTANCE. 8, SUBMISSION REQUIREMENTS A. SPECIFIED ELSEWHERE, INCLUDES, BUT NOT LIMITED TO, FURNISHING AND INSTALLING SUCH A, VERIFY EXISTING CONDITIONS BEFORE STARTING WORK 1. WARRANTY: SUBMIT EXECUTED WARRANTY DOCUMENTS SPECIFIED HEREIN, ENDORSED BY YKK AP SECTION 0"171 ALLI 11NLIM STOREFRONT SYSTEM 8.1, MAKE SUBMITTALS PROMPTLY IN ACCORDANCE WITH APPROVED SCHEDULE, AND IN ITEMS AS ROOF MEMBRANE SYSTEM, NAILERS, MECHANICAL FASTENERS, FLASHING, ETC- B. VERIFY THAT SURFACES ARE READY TO RECEIVE WORK AUTHORIZED OFFICIAL AND INSTALLER 2. PROJECT RECORD DOCUMENTS: SUBMIT RECORD DOCUMENTS, INCLUDING OPERATION AND MAINTENANCE SUCH SEQUENCE AS TO CAUSE NO DELAY IN THE WORK OR IN THE WORK OF ANY OTHER CONTRACTOR 3.02 INSTALLATION DATA FOR INSTALLED MATERUAU.S N ACCORDANCE WITH DIVISION 1 PROJECT CLOSEOUT (PROJECT PART i GENERAL 82. NUMBER OF SUBMITTALS REQUIRED: PART 2 PRODUCTS A INSTALL GUTTERS DOWNSPOUTS AND ACCESSORIES IN ACCORDANCE WITH RECORD DOCUMENTS) SECTION 82.1. 51-40F DRAWINGS: SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH THE 2.01 MATERIAL DESCRIPTION SLOPE GUTTER'S 6 INK INSTRUCTIONS B. SLOPE GUTTERS I/8 INCH PER FOOT a. MAINTENANCE DATA: MAINTENANCE PROCEDURES FOR GAZE GLEANING OF ENTRANCE SYSTEMS. 101 ASUMMARYPROVIDE A. PROVIDE ALUMINUM STOREFRONT SYSTEMS THAT WILL WITHSTAND WIND PRESSURE LOADS FOR THE CONTRACTOR REQUIRES, PLUS THREE (3) COPIES WHICH WILL BE RETAINED BY THE ARCHITECT. MAXIMUM ACCEPTABLE SIZE IS PI x 3 H FOR ANY ONE SHEET. B. AT GMU WALLS C. CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM. SEAL CONNECTION WATERTIGHT. 1105 QUALITY ASSURANCE LOCATION INDICATED CN THE DRAWINGS PER NATIONAL, STATE AND LOCAL CODES. 82 ;:. PRODUCT DATA: SUBMIT THE NUMBER OF COPIES WHICH THE CONTRACTOR I. INSTALL OWENS COINING PINK FOAMULAR RIDGED FOAM INSULATION I" THICK - R-S END OF SECTION O'1631 A QUALIFICATIONS: I. INSTALLER QUALIFICATIONS: INSTALLER EXPERIENCED (AS DETERMINED BY CONTRACTOR) TO PERFORM UO2 RELATED SECTIONS A, SEALANTSREQUIRES, PLUS THREE (3) WHICH WILL BE RETAINED BY THE ARCHITECT. C. AT WALL CAVITIES 1. 4" WALLS : INSTALL OWENS CORNING KRAFT FACED R-i1 INSULATION WORK OF THIS SECTION WHO HAS SPECIALIZED N THE INSTALLATION OF WORK SIMILAR TO THAT REQUIRED B. GLASS AND GLAZING 0-2.3. SAMPLES. SUBMIT THE NUMBER STATED iN EACH SPECIFICATION SECTION. IF NO 2. fo" WALLS : INSTALL OWENS CORNING KRAFT FACED R-n INSULATION FOR THIS PROJECT. F REQUESTED BY OWNER SUBMIT REFERENCE LIST OF COMPLETED PROJECTS. 1,03 QUALITY ASSURANCE NUMBER 15 GIVEN, VERIFY CORRECT NUMBER WITH ARCHITECT PRIOR TO SUBMITTAL, MINIMUM OF TWO (2) SAMPLES. D. AT CEILINGS 2. MANUFACTURE QUALIFICATIONS: MANUFACTURER CAPABLE OF PROVIDING FIELD SERVICE REPRESENTATION A INSTALLER SHALL BE EXPERIENCED TO PERFOF41 WORK OF THIS SECTION WHO HAS SPECIALIZED N THE 8.2.4. PROVIDE SUBMITTALS AS REQUIRED BY THE INDIVIDUAL SECTION, BUT NO LESS 1. INSTALL OWENS CORNING KRAFT FACED R-la OR R-30 INSULATION AS SPECIFIED IN SECTION 0 iWO JOINT SEALERS DURING CONSTRUCTION, APPROVING ACCEPTABLE INSTALLER AND APPROVING APPLICATION METHOD. INSTALLATION OF WOW SiMILAR TO THAT REQUIRED FOR THIS PROJECT. THAN THAT STATED ABOVE. DRAWINGS E. AT SOUND PARTITIONS iob WARRANTY B. MANUFACTURER SHALL BE CAPABLE OF PROVIDING FIELD SERVICE REPRESENTATION DURING 63. SUBMITTALS SHALL CONTAIN: 1. INSTALL OWENS CORNING QUIET ZONE NOISE CONTROL BATTS PART I GENERAL A PROJECT WARRANTY: REFER TO "CONDITIONS OF THE CONTRACTOR" FOR PROJECT WARRANT PROVISIONS. CONSTRUCTION, APPROVING ACCEPTABLE INSTALLER AND APPROVING APPLICATION METHOD. 8.3.I. THE DATE OF SUBMISSION AND THE DATES OF ANY PREVIOUS SUBMISSIONS. B. MANUFACTURER'S WAFPANTY: SUBMIT, FOR OIWER'S ACCEPTANCE, MANUFACTURER'S STANDARD WARRANTY G. VERIFY AClAL MEASUREMENT/OPENINGS BY FIELD MEASUREMENTS BEFORE FABRICATION SHOW 933.2, THE PROJECT TITLE AND NUMBER. PART 3 EXECUTIONS I. GENERAL DOCUMENT EXECUTED BY AUTHORIZED COMPANY OFFICIAL. MANUFACTURER'S WARRANTY IS IN ADDITION TO, RECORD MEASUREMENTS ON SHOP DRAWINGS. COORDINATE FIELD MEASUREMENTS, FABRICATION 033. CONTRACT IDENTIFICATION. IJ. PROVIDE JOINT SEALERS, JOINT FILLERS, AND OTHER RELATED MATERIALS THAT ARE AND NOT A LIMITATION OF, OTHER RIGHTS OWNER MAY HAVE UNDER THE CONTRACT DOCUUMENTS. SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID CONSTRUCTION DELAYS. 5.3A THE NAMES OF: 3.01 INSULATION APPLICATION COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF i. BENEFICIARY: ISSUE WARRANTY IN THE LEGAL NAME OF THE PROJECT OWNER 1.04 SUBMITTALS 83AI, CONTRACTOR. SERVICE AND APPLICATION, AS DEMONSTRATED BY SEALANT MANUFACTURER BASED 2. WARRANTY PERIOD: YEARS CCMhENCiNG ON DATE OF SUBSTANTIAL COMPLETION. A PREPARE, REVIEW, AFPROVE AND SUBMIT SPECIFIED SUBMITTALS N ACCORDANCE WiTH 83.42. SUBCONTRACTOR A. INSTALL THE FLAT AND TAPERED INSULATION LOOSELY OVER THE SUBSTRATE IN STRICT ON TESTING AND FiELD EXPERIENCE. PROVIDE COLORS TO MATCH ADJACENT FINISH 3. WARRANTY ACCEPTANCE: OWNER IS SOLE AUTHORITY WHO WILL DETERMINE ACCEPTABILITY OF "CONDITIONS OF THE CONTRACT" AND DIVISION 1 SUBMITTALS SECTION. 8.3.4.3. :SUPPLIER.. ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. B. START THE BOARDS FROM THE ROOF DRAINS AND WORK TOWARD THE HIGH POINT. INSTALL SURFACES. 1.2• PROVIDE SEALANT BACKINGS OF MATERIAL AND TYPE WHICH ARE NONSTAINING, ARE MANUFACTURER'S WARRANTY DOCUMENTS. B. SUBMIT SHOP DRAWINGS SHOWING LAYOUT, PROFILES AND PRODUCT COMPONENTS, INCLUDING ANCHORAGE, ,ACCESSORIES, FNISH COLORS AND TEXTURES. 83.4 , MANUFACTURER TAPERED BOARDS ACCORDING TO LETTERS STENCILED ON THE BOARD. DIRECTION IS COMPATIBLE WITH JOINT SUBSTRATE, SEALANTS, PRIMERS, AND OTHER FILLERS, AND PART 2 PRODUCTS C. SUBMIT CURRENT CERTIFIED TEST REPORTS SHOWING COMPLIANCE WITH CODE REQUIREMENTS 8.3.5. IDENTIFICATION OF THE PRODUCT, WiTH THE SPECIFICATION SECTION NUMBER ALSO STENCILED ON ALL BOARDS. STAGGER JOINTS OF UNDERLAYMENT BOARDS FROM ARE APPROVED FOR APPLICATIONS INDICATED BY SEALANT MANUFACTURER DATED NO MORE THAN I YEAR PRIOR TO SUBMITTAL DATE. 8.36, FIELD DIMENSIONS, CLEARLY IDENTIFIED AS SUCH. TAPER BOARDS. 13. SEALANTS: SEALANTS SHALL BE AS FOLLOWS OR EQUAL: 2.01 MANUFACTURERS (ACCEPTABLE MANUFACTURERS / PRODUCTS) 1�5 WARRANTY 83:7. RELATION TO ADJACENT OR CRITICAL FEATURES OF THE WORK OR MATERIALS. END OF SECTION 0"1210 13.1. ONE -PART POLYURETHANE: 132, TWO-PART POLYURETHANE: A ACCEPTABLE MANUFACTURERS: YKK AP AMERICA INC. 5630 GWALTNEY DRIVE A PROVIDE MANUFACTURER GUARANTEE AGAINST DEFECTS IN MATERIALS OR WORKIMANSHIP FOR A 83.8. APPLICABLE STANDARDS SUCH AS, BUT NOT LIMITED TO ASTM OR FEDERAL ]A. COMPLY WiTH JOINT SEALER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION ATLANtA, GA 30336 PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. SPECIFICATION NUMBERS. APPLICABLE TO PRODUCTS AND APPLICATIONS INDICATED. CLEAN OUT JOINTS TELEPHONE- (034) 629-3800, FAX: (404) 629-3838 83'3. IDENTIFICATION OF DEVIATIONS FROM CONTRACT DOCUMENTS. IMMEDIATELY BEFORE INISTALLING JOINT SEALERS. PRIME WHERE RECOMMENDED BY PART 2 PRODUCTS 83.10. IDENTIFICATION OF OPTIONS AVAILABLE, BUT NOT INDICATED IN THE SEALER MANUFACTURER. DO NOT ALLOW MIGRATION OF PRIMER ONTO ADJACENT i. TEDIUM STILE SWING DOORS: YKK AP SERIES 351) MEDIUM STILE DOORS. SPECIFICATIONS, SUCH AS COLOR, FINISH, TEXTURE, ETC. WITH COMPLETE SAMPLES SURFACES. MASK WHERE REQUIRED TO PROTECT ADJOINING SURFACES FOR STAINING a. DESCRIPTION: 3-i/2" (M) DOOR STILE 2.01 MATERIAL OR LISTING INCLUDED IN THE SUBMITTAL FOR ARCHITECT'S SELECTION. OR DAMAGE BY CLEANING METHODS TO REMOVE SMEARS. 2. CORNER CONSTRUCTION: FABRICATE DOOR CORNERS JOINED BY CONCEALED REINFORCEMENT SECURED A. ALUMII`W STOREFRONT SYSTEM(S) SHALL BE: INDICATION OF TERMS TO BE INCLUDED IN THE WORK AND SHOWN ON THE SHOP 1.5. APPLY SEALANTS IN A MANNER SO THAT APPEARANCE RS THAT OF A SMOOTH, UNIFORM, WiTH SCREWS, AND SIGMA DEEP PENETRATION WELDING. YHS 50 FS AS MANUFACTURED BY YKK AMERICA DRAWINGS SHALL BE DIMENSIONED AND COORDINATED FOR PROPER FIT AND SLIGHTLY CONCAVE BEAD. TOOL WITH CAULKING TOOL AS REQUIRED WiTHIN 10 MINUTES 3. GLAZING STOPS: MANUFACTURER'S STANDARD SNAP -IN GLAZING STOPS WITH MM GLAZING GASKETS TO ALUMINUMAA -6063-T5 ALLOY. $. EXTRUDED SECTIONS SHALL BE ALUMINUM AAERIG 83.12. TIMELY INCLUSION. IDENTIFICATION OF REVISIONS ON SUBMITTALS. AN 8" x 3" BLANK SPACE FOR OF APPLICATION. ALL SEALED JOINTS ARE TO BE WATER -TIGHT. 1.6. BACKER ROD: POLYETHYLENE FOAM BACKER ROD, NONSTAINING, CLOSED -CELL, PREVENT WATER INFILTRATION. 4. WEATHER-STRIPPING: MANUFACTURER'S STANDARD PILE TYPE IN REPLACEABLE RABBETS FOR STILES, C. ALL GLAZING MATERIALS SHALL BE GLAZING GASKETS. CONTRACTOR AND ARCHITECT STAMPS. EXPANDED POLYETHYLENE FOAM AS MANUFACTURED BY DOW CHEMICAL ETHLFOAM. MANUFACTURER'S STANDARD EPDM BULB TYPE N DOOR FRAMES. D. ALUMINUM MOLDINGS SHALL BE GIVEN A CAUSTIC ETCH FOLLOWED BY AN ANODIC OXIDE 63.13. CONTRACTOR'S STAMPS, INITIALED OR SIGN, CERTIFYING THE REVIEW OF FURNISH WITH ROUND EDGE IN THICKNESS REQUIRED. 5. HARDWARE: MANUFACTURER'S STANDARD AS SELECTED BY ARCHITECT. TREATMENT TO OBTAIN: SUBMITTAL, VERIFICATION OF PRODUCTS, FiELD MEASUREMENTS AND FIELD SONNEBORNE SONALASTIC NPI CLEAR ANODIZED FINISH AA-Mi2C22A31 GLASS 11, AND SHALL BE DESIGNATED AS CL CLEAR FINISH CONSTRUCTION CRITERIA, AND COORDINATION OF THE INFORMATION WITHIN THE SONNEBORNE SONALASTIC NPII 2.02 MATERIALS (0.4 MIL MIN. THICK CLEAR ANODIC COATING) SUBMITTAL WITH REQUIREMENTS OF THE WORK AND OF CONTRACT DOCUMENTS. DOW CHEMICAL SILICONE RUBBER BATHTUB CAULK A EXTRUSIONS: ASTM B 221(ASTM B 221M), 6063-T5 ALUMINUM ALLOY. E. WALL THICKNESS OF FRAMING MEMBERS SHALL BE .018 TO.125. 3. RESUBMISSION REQUIREMENTS END 01: SECTION 0-Is" B. ALUMINUM SWEET: F. ALL EXPOSED FRAMING SURFACES SHALL BE FREE OF SCRATCHES AND OTHER SERIOUS BLEMISHES. 13.1, MAKE ANY CORRECTIONS OR CHANGES IN THE SUBMITTALS REQUIRED BY THE 1. ANODIZED FINISH: ASTM B 209 (ASTM B 209M), 5M-H14 ALUMINUM ALLOY, OAW NCH (121mm) MINIMUM ARCHITECT AND RESUBMIT UNTIL ACCEPTED. THICKNESS. PART 3 EXECUTION 52. '32.1. SHOP DRAWINGS AND PRODUCT DATA: REVISE INITIAL DRAWINGS OR DATA, AND RESUBMIT AS SPECIFIED FOR THE INITIAL Q, /�� !!!!. /��,'. ��j�'� j��DOWS D I1tISION v DOORS r'7�F/ Wli�{ 2.03 ACCESSORIES A MANUFACTURER'S STANDARD ACCESSORIES- MANUFACTURER'S INSTRUCTIONS / RECOMMENDATIONS SUBMITTAL. 1. 1. FASTENERS: ZINC PLATED STEEL CONCEALED FASTENERS, HARDENED ALUMINUM ALLOYS OR AISI 300 A COMPLIANCE: COMPLY WITH MANUFACTURER'S PRODUCT DATA, INCLUDING PRODUCT TECHNICAL BULLETINS, �2 2. N D CATE AN` CHANGES WHICH HAVE BEEN MADE OTHER THAN THOSE REQUESTED SERIES STAINLESS EXPOSED FASTENER5, COUNTERSUU K FINISH TO MATCH ALUINUM COLOR DUCT CATALOG INSTALLATION NSTRUCTIONS, AND PRODUCT CARTON INSTRUCTIONS. 5.3, Bm, THE ARCHITECT. SAMPLES- SUBMIT NEW SAMPLES AS REQUIRED FOR INITIAL SUBMITTAL. SECTION 00111 STANDARD STEEL DOOM AND FRAMES 2. SEALANT: NON-SKiNNING TYPE, AAMA W33. 3.02 EXAMINATION 10, DISTRIBUT!<3N 3. GLAZING: SETTING BLOCKS, EDGE BLOCKS, AND SPACERS N ACCORDANCE WITH ASTM C 864, SHOTS A SITE VERIFICATION OF CONDITIONS: VERIFY SUBSTRATE CONDITIONS (WHICH HAVE BEEN PREVIOUSLY 10.1. DiSTRiF3UTE REPRODUCTION OF SHOP DRAWINGS AND COPIES OF PRODUCT DATA PAR 1 GENERA(_ DUR21MR HARDNESS AS RECOMMEND BY MANUFACTURER GLAZING GASKETS N ACCORDANCE WITH ASTM C 864. INSTALLED UNDER OTHER SECTIONS) ARE ACCEPTABLE FOR PRODUCT INSTALLATION IN ACCORDANCE WHICH CARRY THE ARCHITECT'S STAMP OF CONFORMANCE TO: i GENERAL WITH MANUFACTURERS INSTRUCTIONS. 10.1.. 10.1.2, JOB SITE FILE. RECORD DOCUMENTS FILE. I.1. PROVIDE DOORS AND FRAMES COMPLYING WITH STEEL DOOR INSTITUTE "RECOMMENDED SPECIFICATIONS STANDARD STEEL ODORS AND FRAMES" 2.04 FABRICATION A SHOP ASSEMBLY: FABRICATE AND ASSEMBLE UNITS WITH JOINTS ONLY AT INTERSECTION OF ALUMINUM 303 PREPARATION 10.1.3. SUBCONTRACTORS, ANSi/SDi-100. MEMBERS WITH UNIFORM HAIRLINE JOINTS, RIGIDLY SECURE, AND SEALED N ACCORDANCE WITH A ADJACENT SURFACES PROTECTION: PROTECT ADJACENT WORK AREAS AND FINISH SURFACES FROM DAMAGE 10JA SUPPLIER OR FABRICATOR 12. MANUFACTURER TD BE A MEMBER OF THE STEEL DOOR INSTITUTE. IE: CECO BUILDING MANUFACTURER'S RECOMMENDATIONS. DURING PRODUCT INSTALLATION. 10.1.3. OWNER (TO BE DISTRIBUTED BY THE ARCHITECT). PRODUCTS, REPUBLIC BUILDERS PRODUCTS OR STEEL CRAFT 1. HARDWARE: DRiLL AND CUT TEMPLATE FOR HARDWARE. REINFORCE FRAMES AND DOOR STILES TO 11. ARCHiTECT'S DUTIES 13. SUPPLIER TO BE A STOCKING DISTRIBUTOR FOR ONE OF THE LISTED RECEIVE HARDWARE N ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 304 INSTALLATION 1U. REVIEW SUBMITTALS WITH REASONABLE PROMPTNESS AND IN ACCORD WITH MANUFACTURERS WITH NO LESS THAN FIVE YEARS OF DISTRIBUTION FOR SAME 2. WELDING: CONCEAL WELDS ON ALUMINUM MEMBERS IN ACCORDANCE WITH AWS RECOMMENDATIONS OR A. GENERAL: INSTALL MANUFACTURER'S SYSTEM N ACCORDANCE WITH SHOP DRAWINGS, AND WITHIN SPECIFIED SCHEDULE. ALLOW A MINIMUM OF TEN (10) WORKING DAYS FOR REVIEW, UNLESS MANUFACTURER SUPPLIER TO HAVE A "UL" OR "WARNOCK HERSEY" CERTIFIED METHODS RECOMMENDED BY MANUFACTURER MEMBERS SHOWING WELDING BLOOM OR DISCOLORATION ON TOLERANCES, SPECIAL HANDLING 15 ARRANGED IN ADVANCE. FABRICATION SHOP. FINISH OR MATERIAL DISTORTION WILL BE REJECTED. 1. PROTECT ALUMINUM MEMBERS N CONTACT WiTH MASONRY, STEEL, CONCRETE, OR DISSIMILAR MATERIALS 11.2, AFFIX STAMP AND INITIALS OR SIGNATURE, AND INDICATE REQUIREMENTS FOR B. FABRICATION TOLERANCES: USING NYLON PADS OR BITUMINOUS COATING. RESUI5MITTAL OR CONFORMANCE OF SUBMITTAL. ACCEPTANCE 16 FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE 2. DOORS 2.1. EXTERIOR DOORS TO BE GRADE IR, MINIMUM 18 GA. A60 FACE ND 1. MATERIAL CUTS: SQUARE TO 1/32 INCH (OZM) OFF SQUARE, MAXIMUM, OVER LARGEST DIMENSION, PROPORTIONATE AMOUNT OF 1/32 INCH (02mm) ON OTHER TWO DIMENSIONS, 2. SHIM AND BRACE ALUMINUM SYSTEM BEFORE ANCHORING TO STRUCTURE. 3. PROVIDE SILL FLASHING AT EXTERIOR STOREFRONT SYSTEMS. EXTEND EXTRUDED FLASHING CONTINUOUS CONTRACT DOCUMENTS. QUANTITIES AND DIMENSIONS OF MATERIALS WILL NOT BE SHEET WITH ib CHANNEL INVERTED STEEL CHANNEL, FLUSH TOP CHANNEL AND INVERTED 2. MAXIMUM OFFSET: 1/64 INCH (0.4mm) IN ALIGNMENT BE11JI=EN TWO CONSECUTIVE MEMBERS IN LINE, WITH SLICE JOINTS, SET IN CONTINUOUS BEADS OF SEALANT. REVIEWED. ACCEPTANCE OF A SUBMITTAL DOES NOT WAIVE OR ALTER THE TOHINB ELA. BOTTOM CHANNEL GORE TO HONEYCOMB POLYSTYRENE. DOOR t0 HAVE END TO END. 4. VERIFY STOREFRONT SYSTEMS ALLOW WATER ENTERING SYSTEM TO BE COLLECTED N GUTTERS AND REQUIREMENTS OF THE CONTRACT DOCUMENTS. NV A FACTORY APPLIED PRIMED INVERTED TOP, CHANNEL WITH SHOP APPLIED CAP 15 NOT ACCEPTABLE. 3. MAXIMUM OFFSET: 1/64 INCH (0.4mm) BETWEEN FRAMING MEMBERS At GLAZING POCKET CORNERS. WEEPED TO EXTERIOR VERIFY WEEP HOLES ARE OPEN, AND METAL JOINTS ARE SEALED N ACCORDANCE 113. RETURN SUBMITTALS TO CONTRACTOR FOR DISTRIBUTION OR FOR RESUBMISSION. 22. INTERIOR DOORS TO BE GRADE ii, MINIMUM 20 GAGE COLD ROLLED STEEL PAGE 4. JOINTS (BETWEEN ADJACENT MEMBERS IN SAME ASSEMBLY} HAIRLINE AND SQUARE TO ADJACENT WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. SHEET WITH 16 GAGE STEEL HINGE CHANNEL. CORE TO BE HONEYCOMB OR MEMBER 5. LOCATE EXPANSION MULLION WHERE INDICATED ON REVIEWED SHOP DRAWINGS. END OF SECTION POLYSTYRENE. 5. VARIATION (IN SQUARING DIAGONALS FOR DOORS AND FABRICATED ASSEMBLIES} I* INCH (1.6mm) 6. SEAL METAL TO METAL STOREFRONT SYSTEM JOINTS USING SEALANT RECOMMENDED BY SYSTEM 6. FLATNESS (FOR DOORS AND FABRICATED ASSEMBLIES} i I/Ib INCH (ibmm) OFF NEUTRAL PLANE. MANUFACTURER 3. FRAMES 3.1. EXTERIOR DOOR FRAME TO CONFORM TO SDI/ANSI A280.6-ISSS, FABRICATED OF Wo GA. A60 GALVANNEALED STEEL. CORNERS TO BE FACE WELDED AND GROUND SMOOTH. PAINT AREA WITH A RUST INHIBITING PRIMER ANCHORS TO BE CONGEALED. 32. INTERIOR DOOR FRAME TO CONFORM TD SDI/ANSI A250B-ISW. FABRICATED OF 16 GA. COLD ROLLED STEEL CORNERS TO BE FACE WELDED AND GROUND SMOOTH, PAINT AREA WITH A RUST INHIBITING PRIMER ANCHORS TO BE CONCEALED. PREP FRAME FOR THREE SILENCERS. DIVISION 000ft ANE) WNWu (CONT.) DIVISIONS DOORS AND WINDOWS XONT.) DIVISION 9 FINKS DIVISION S FINI8 SECTION 0"11 ALUMINUM STOREFRONt SYSTEM SECTION MWO GLASS t GLAZING SECTION 09110 METAL SYSTEMS SECTION 099160 STUCCO FINISH PART 3 EXECUTION (CONTINUED) PART I GENERAL PART 1 GENERAL PART I GENERAL 1. METAL STUDS 1. SUMMARY 3105 FIELD QUALITY CONTROL 101 SUMMARY I.I. AT INTERIOR METAL STUD PARTITIONS, UNLESS OTHERWISE SHOWN ON THE DRAWINGS, U. MATERIALS AND INSTALLATION OF CEMENT STUCCO ON HOLLOW MASONRY, EXTERIOR A MANUFACTURER'S FIELD SERVICES: UPON OWNER'S REQUEST, PROVIDE MANUFACTURER'S FIELD SERVICE A PROVIDE AND INSTALL GLAZING AND ACCESSORIES WHERE SHOWN ON THE DRAWINGS AND AS SPECIFIED PROVIDE STANDARD PUNCH STEEL STUDS OF THE SIXES SHOWN ON THE DRAWINGS, GRADE PLYWOOD AND METAL LATH ALSO FURNISH AND INSTALL METAL, LATH, STUCCO CONSISTING OF PRODUCT USE RECOMMENDATIONS AND PERIODIC SITE VISIT FOR INSPECTION OF PRODUCT 14ERER GLAZING TYPES AND SIZES SHALL BE AS PER THE DRAWINGS AND WINDOW SCHEDULE. EITHER HOT -DIP GALVANIZED OR FACTORY PRE -PAINT: 25 GA. UNLESS SHOWN WRAP AND ACCESSORIES. INSTALLATION IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. 1102 QUALITY STANDARDS OTHERWISE ON THE DRAWINGS. 20 GA. AT ALL DOOR OPENINGS. B. FELD TEST: CONDUCT FIELD TEST TO DETERMINE WATERTIGHTNESS OF STOREFRONT SYSTEM. CONDUCT TEST A GLAZING STANDARDS: COMPLY WITH RECOMMENDATIONS OF FLAT GLASS MARKETING ASSOCIATION (FGMA) 12. ACCESSORIES: PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, TRACKS, CLIPS, ANCHORS, FASTENING DEVICES, SOUND ATTENUATION 2. DELIVERY, STORAGE AND HANDLING 1N ACCORDANCE WITH 6 AT LOCATIONS SELECTED BY ARCHITECT. "GLAZING MANUAL" AND "SEALANT MANUAL" EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE PENCIL RODS AND RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A 2.L DELIVER ALL CEMENT MATERIALS IN ORIGINAL CONTAINERS BEARING MANUFACTURERS NAME AND IDENTIFICATION. OF ONE TEST. I. FEW -OW MINIMUM OF ONE TEST. PE ORhI TES? IN ARCHITECT'S PRESENCE. INDICATED. REFER TO THOSE PUBLICATIONS FOR DEFINITIONS OF GLASS AND GLAZING TERMS NOT OTHERWISE COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE 2.3 DELIVER NEW, FLAT STRUCTURAL METAL LATH IN ORIGINAL P, 3P06 ADJUSTING AND CLEANING DEFINED IN THIS SECTION OR OTHER23REFERENCED STANDARDS. MANUFACTURER OF THE STEEL STUDS USED. UNDERR COVER . PROTECT PRODUCTS FROM MOISTURE AND HUMIDITY. STORE UNDER VER OFF B, SAFETY GLAZING PRODUCT: WHERE SAFETY GLASS 15 INDICATED OR REQUIRED BY AUTHORITIES HAVING 13. MEET OR EXCEED MINIMUM REQUIREMENTS OF FEDERAL SPEC. QQ-S-roW AND GROUND IN A DRY LOCATION. A ADJUSTNGK ADJUST OPERATING ITEMS AS RECOMMENDED BY MANUFACTURER JURISDICTION, PROVIDE TYPE OF PRODUCTS INDICATED WHICH COMPLY WITH ANSI Z51.1 AND TESTING FEDERAL SPEC. QQ-5-115D, CLASS D. B. GLEANING: THE GENERAL CONTRACTOR SHALL CLEAN INSTALLED PRODUCTS IN ACCORDANCE WITH REQUIREMENTS OF CPSC 16 CFR PART 1201 FOR CATEGORY 11 MATERIALS. 3. SUBMITTALS MANUFACTURER'S INSTRUCTIONS PRIOR TO OWNER'S ACCEPTANCE, AND REMOVE CONSTRUCTION DEBRIS C. FIRE -RESISTANCE -RATED WIRE GLASS: PROVIDE WIRE GLASS PRODUCTS THAT ARE IDENTICAL TO THOSE 2. METAL TRIM 3.1. MANUFACTURERS SPECIFICATION AND PRODUCT DATA FOR STUCCO APPLICATIONS. FROM PROJECT SITE, LEGALLY DISPOSE OF DEBRIS. TM E fUL AND2.1. TESTED PER ARE LABELED AND BY UL OR OTHER TESTING AND INSPECTING FORM FROM GALVANIZED STEEL NOT LIGHTER THAN 26 GAUGE, COMPLYING WITH 32. STUCCO WRAP STRUCTURAL METAL LATH AND ACCESSORIES, SUCH AS CORNER BEAD, C. PROTECTION: THE GENERAL CONTRACTOR SHALL PROTECT INSTALLED PRODUCT'S FINISH SURFACES FROM TION.LIST AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. E E T ORI FEDERAL SPEC QQ-5-115, CLASS D CASING BEADS: U.S.G. 0200-5 CONTROL JOINTS, ETC. DAMAGE DURING CONSTRUCTION. D. SINGLE SOURCE RESPONSIBILITY : PROVIDE MATERIALS OBTAINED FROM ONE SOURCE FOR EACH TYPE END OF SECTION PART 2 PRODUCTS OF GLAZING PRODUCT INDICATED. END OF SECTION 08411 E. PROVIDE GLASS AND GLAZING THAT HAS BEEN PRODUCED, FABRICATED AND INSTALLED TO WITHSTAND SECTION 090" PAINTING 1. JOB MIXED INGREDIENTS NORMAL TEMPERATURE CHANGES, WIND LOADING, IMPACT LOADING, WITHOUT FAILURE INCLUDING LOSS OR I.I. PORTLAND CEMENT, ASTMC 150 TYPE 1, MIXED IN ACCORD WITH MANUFACTURERS SICCTI 11aNS"110 INI$I-I %i BKAKAGE OF CLASS, FAILURE OF SEALANTS OR GASKETS TO REMAIN WATERTIGHT AND AIRTIGHT, PART I GENERAL INSTRUCTIONS. DETERIORATION OF GLASS AND GLAZING MATERIALS, AND OTHER DEFECTS IN THE WORK 12. WATRER.CLEAN AND POTABLE. F. FIELD MEASURE ALL OPENINGS OR AREAS TO RECEIVE GLASS AND GLAZING TO ASCERTAIN CORRECT FIT. 1. GENERAL 13. METAL LATH PART I GENERAL IMPROPERLY SIZED GLASS OR GLAZING SHALL BE REPLACED AT NO ADDITIONAL COST TO OWNER I.I. IT IS THE INTENT OF THIS SPECIFICATION TO PRODUCE A PREMIUM JOB, WHICH WILL 13.1. STRUCTURAL METAL LATH SHALL BE 3A POUND EXPANDED METAL 544EET WITH PROVIDE THE MAXIMUM DURABILITY, WHICH CAN REASONABLY BE EXPECTED FROM A SOLID PARALLEL RIBS. 1.01 GENERAL 103 SUBMITTALS PAINTED SURFACE. 132. METAL LATH SHALL BE 3.4 POUND DIAMOND MESH METAL LATH. A OBTAIN EACH TYPE OF AS SPECIFIED IN THE DOORMARDWARE SCHEDULE HARDWARE FROM A SINGLE A PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL DATA FOR EACH GLAZING MATERIAL, FABRICATED 12. "PAINT" INCLUDES COATING SYSTEMS MATERIALS, PRIMERS, EMULSIONS, ENAMELS, 133. ACCESSORIES FURNISHED BY SAME MANUFACTURER FOR STUCCO APPLICATION. MANUFACTURER, ALTHOUGH SEVERAL MAY BE INDICATED AS OFFERING PRODUCTS COMPLYING WITH THE GLASS PRODUCT REQUIRED AND SEALANT INCLUDED INSTALLATION AND MAINTENANCE INSTRUCTIONS, STAINS, SEALERS, AND FILLERS, AND OTHER APPLIED MATERIALS WHETHER USED AS REQUIREMENTS. PERFORMANCE CRITERIA, ETC- PRIME, INTERMEDIATE, OR FINISH GOAT. 2. MECHANICAL FASTENERS B. FURNISH ALL HARDWARE, IN THEIR ORIGINAL PACKAGING, COMPLETE WITH ACCESSORIES OF PROPER SIZE AND B. SAMPLES: SUBMIT, FOR VERIFICATION PURPOSES, 12 INCH SQUARE SAMPLE OF EACH TYPE OF GLASS 13. SPECIFIED PRODUCTS BELOW ARE MANUFACTURED BY SHERWIN WILLIAMS, EXCEPT 2.1. NAILS, 8d RING SHANK, HOT DIP GALVANIZED OF SUFFICIENT LENGTH TO PENETRATE DESIGN REQUIRED FOR THE PURPOSE FOR W41CH THEY ARE TO BE USED AND WITH ALL SOWS, SHIELDS, AND INDICATED, INCLUDING MIRRORS, MOUNTING HARDWARE AND MATERIALS. WHERE OTHER MANUFACTURERS ARE INDICATED, AND ESTABLISH A STANDARD OF PLYWOOD BACKING I INCH. OTHER ANCHORAGE DEVICES NECESSARY FOR A COMPLETE INSTALLATION. HARDWARE SCHEDULE SHOWN C. CERTIFICATE: SUBMIT CERTIFICATES FROM RESPECTIVE MANUFACTURERS ATTESTING THAT GLASS AND GLAZING QUALITY. EQUIVALENT PRODUCTS OF OTHER ACCEPTABLE MANUFACTURERS MAY NOT 22. WHERE LIGHT METAL FRAMING OCCURS: MINIMUM NOlo SELF DRILLING CORROSION ON THE DRAWINGS. MATERIALS FURNISHED FOR PROJECT COMPANY WITH REQUIREMENTS, INCLUDE ALL REQUIRED WARRANTIES. BE USED UNLESS APPROVED BY ARCHITECT. RESISTANT SCREWS OF SUFFICIENT LENGTH TO PENETRATE METAL 3/8 INCH. C. INSTALL EACH HARDWARE ITEM IN COMPLIANCE WITH THE NATIONAL BUILDERS HARDWARE ASSOCIATION AND 1. GLASS MANUFACTURER SHALL SUBMIT A CERTIFIED LETTER STATING THAT ALL GLASS SIZE AND THICKNESS 1.4. PROVIDE BEST GRADE AND QUALITY MATERIALS AND PRODUCTS MANUFACTURED BY SHERWIN WILLIAMS. MATCH COLORS AS INDICATED ON THE DRAWINGS. USE PREMIXED 3. STUCCO WRAP THE MANI.FACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. WHEREVER CUTTING AND FITTING 15 REQUIRED TO FOR ALL GLAZING OPENINGS MEET OR EXCEED THE WIND LOAD REQUIREMENTS AS SPECIFIED IN SECTION PAINTS INSOFAR AS POSSIBLE. THIN ONLY AS PERMITTED ANY MANUFACTURER'S LASE 3.1. BY "TYVEK" FOR USE OVER PLYWOOD AND/OR DENSGLASS FACINGS/SHEATHINGS. INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR FINISHED IN ANOTHER 08410, ALLA•1INLlM ENTRANCES AND STOREFRONTS, AND SECTION 08521, ALUMINUM WINDOWS. INSTRUCTIONS, AND AVOID UNNECESSARY THINNING. INSTALL PAPERBACK MTL LATH OVER THE "TYVEK" WAY, COORDINATED REMOVAL, STORAGE, AND iEINSTALLATION OR APPLICATION OF SURFACE PROTECTIONS 104 DELIVERY, STORAGE AND HANDLING IB. PROTECT FINISHED SURFACES, WORK OF OTHER TRADES, AND PROPERTY OF THE WITH FINISHING WO MG A PROTECT GLASS AND GLAZING MATERIALS DURING DELIVERY, STORAGE AND HANDLING COMPLY WITH OWNER FROM DAMAGE AND DEFACEMENT. COVER FLOORS AND FIXED EQUIPMENT WITH 4. STUCCO ACCESSORY TRIM, BEADS, AND CONTROL JOINTS SHALL BE VINYL. D. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. DRILL AND COU NTER5INK UNITS NOT A MANUFACTURER'S DIRECTIONS AND AS REQUIRED TO PREVENT EDGE DAMAGE TO GLASS AND GLAZING DROP CLOTHS. 1.6. PREPARE SURFACES ACCORDING TO PAINT MANUFACTURERS INSTRUCTIONS. EXAMINE PART 3 EXECUTION FACTORY PREPARED FOR ANCHORAGE FASTENERS. SPACE FASTENERS AND ANCHORS IN ACCORDANCE WITH MATERIALS FROM EFFECTS OF MOISTURE INCLUDING CONDENSATION, OF TEMPERATURE CHANGES, OF DIRECT EXPOSURE TO SUN, AND FROM OTHER CAUSES. FACTORY FINISHED AND PRIMED SURFACES TO BE PAINTED, AND VERIFY INDUSTRY STANDARDS. SET THRESHOLDS FOR EXTERIOR DOORS IN FULL BED OF BUTYL -RUBBER OF B, STORE IN LOCATION TO PREVENT ANY DAMAGE. REPLACE GLASS OR GLAZING MATERIALS AT ANY PONT COMPATIBILITY OF EXISTING MATERIAL WITH PAINT TO BE APPLIED. APPLY PAINT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS ONLY TO . INSTALLATION I.I. INSTALL MECHANICAL FASTENERS ON 6 INCH CENTERS ALONG SEAMS AND 12 INCH POLYIOSBUTYLENE MASTIC SEALANT. DURING THE CONTRACT PERIOD AT NO COST TO OWNER SURFACES WHICH ARE THOROUGHLY DRY, SMOOTH, EVEN, CLEAN, FREE OF DUST AND CENTERS ALONG INTERIORS. E. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION. PROPERLY PREPARED TO RECEIVE THE INTENDED FINISH. 12. STUCCO INSTALLATION SHALL BE TWO COAT APPLICATION. APPLY BASE COAT WITH REPLACE UNITS THAT CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE 1.05 GUARANTEE FIRM PRESSURE TO FORM GOOD BOND THEN DOUBLE BACK TO PROVIDE THICKNESS. APPLICATION MADE. INSTRUCT OWNERS IN PROPER ADJUSTMENT AND MAINTENANCE OF HARDWARE DURING A PROVIDE MINIMUM TEN (10) YEAR GUARANTEE FOR ALL GLASS PRODUCTS, INCLUDING GUARANTEE AGAINST 2. ACCEPTABLE MATERIALS LEAVE ROUGH ENOUGH TO PROVIDE BOND FOR FINISH COAT. FINISH COAT SHALL BE OF FINAL ADJUSTMENT. SILVER SPOILAGE OF ALL MIRRORS, PERFORMANCE OF GLAZING SEALANTS, ETC. 2.1. ALL PAINTING TO BE SCHEDULED IN THE FINISH SCHEDULE. TEXTURE AS CALLED FOR ON THE BUILDING ELEVATION DRAWINGS. 22. EQUIVALENT PRODUCTS OF THE FOLLOWING ARE ALSO ACCEPTABLE: 13. CURE STUCCO BY USE OF POLYETHYLENE FILM, OR BY USE OF FINE SPRAY. 102 KEYING PART 2 PRODUCTS PRATT t LANBERTT A KEYNNG SHALL BE PER THE OWNERS REQUIREMENTS. TAG KEYS AND PROVIDE TO OWNER AT SUBSTANTIAL GLIDDEN PORTER 2. PROTECTION COMPLETION. 2.01 GLASS 2.R. PROTECT STUCCO DURING AND UPON COMPLETION FROM WATER INFILTRATION, DUST, A PROVIDE GLASS TYPES AND THICKNESS AS PER DRAWINGS AND WINDOW SCHEDULE: FLOAT (OR "PLATE"} BENJAMINE MOORE DIRT, PRECIPITATION, EXCESSIVE DRYING UNTIL STUCCO HAS SET. 103 GUARANTEE COMPLY WITH FEDERAL SPECIFICATION DD-G-451. CLEAR WIRE GLASS: COMPLY WITH FEDERAL 3. UNDERCOATS AND THINNERS END OF SECTION A PROVIDE ONE-YEAR GUARANTEE FOR ALL HARDWARE. PERIOD OF GUARANTEE SHALL BEGIN FROM DATE OF SPECIFICATION DD-G-451. FIGURED AND PATTEFN GLASS: COMPLY WITH FEDERAL SPECIFICATION 00-G-451. 3.1. PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER OF FINISH OWNER'S ACCEPTANCE. B. SUBJECT TO COMPLIANCE WITH ALL REQUIREMENTS, THE FOLLOWING MANUFACTURERS OFFER PRODUCT COAT. WHICH MAY BE INCORPORATED N THE WORK: 32. USE ONLY THINNERS RECOMMENDED BY THE PAINT MANUFACTURER AND USE ONLY THE DIVISION �� ; '�IA�TI S END OF SECTION 0811m 1. TINTED GLASS: RECOMMENDED LIMITS. a. PPG-INDUSTIES, INC. SOLARGRAY COMMERCIAL INSULATING GLASS I -INCH UNITS WITH 1/2-INCH 4. COLOR SCHEDULES NONE SPECIFIED AIRSPACE AND 1/4-INCH LITES, INTERIOR LITE CLEAR 4.1. PROVIDE PAINTING AS SCHEDULED IN THE FINISH MATERIALS SCHEDULE. 2 WIRE GLASS. 4.1.1. ON GYPSUM DRYWALL, USE: a. FIRELITE. 3. CLEAR FLOAT GLASS: 4.1.1.1. FIRST COAT - PIGMENTED PRIMER/SEALER 4.1.1.2. SECOND COAT - ACRYLIC LATEX ENAMEL i Q /� EQUIPMENT DIVISION 1�7IVi� ��y I'�T a. PFG INDUSTRIES, INC. 4.1.13. THIRD COAT - ACRYLIC LATEX ENAMEL b. FORD GLASS DIVISION. 4.12. ON FERROUS METAL, USE: ALKYD NOW SPECIFIED c. LIBBEY-OVENS-FORD, CO. 4.12.1. FIRST COAT - RUST INHIBITIVE METAL PRIMER C. OTHER MANUFACTURERS U 40 PROVIDE SIMILAR PRODUCTS, SUBJECT TO COMPLIANCE WITH ALL 4.122. SECOND COAT - SEMI -GLOSS ALKYD ENAMEL REQUIREMENTS, MAY BE APPROVED WITH COMPLETE DATA SUBMITTAL AND ARCHITECT APPROVAL PRIOR 4.123. THIRD COAT - SEMI -GLOSS ALKYD ENAMEL 4.13. ON WOOD DOORS, USE: � Q DIVISION 12 �RNIS�II�IC�B TO BIDDING IN ACCORDANCE WITH DIVISION 1. D. INSULATING GLASS: COMPLY WITH ASTM E-113, ASTM E-114. SEALED INSULATING UNITS FABRICATED FROM 4.13.1. FIRST COAT - STAIN (SEE FINISH SCHEDULE) 4.132. SECOND COAT - STAIN (SEE FINISH SCHEDULE) NOm SPECRED TWO PANES OF GLASS WITH AIR SPACE BETWEEN. GLASS THICKNESS AND HEAT STRENGTHENING TO BE 4.133. THIRD COAT - VARNISH LOW SHEEN 11RU55EO EFFECT DETERMINED BY MANUFACTURER FOR WIND LOADING CONDITION. INSULATING GLASS WARRANTY: 10 YEARS. 2D2 MANUFACTURERS / PRODUCTS END OF SECTION A FLOAT GLASS (TYRE FG-A} CLEAR,1/4 INCH THICK, MINIMUM. 1 DIVISION 13 SPECICK C0*TRUC ON SAFETY GLASS (TYPE FG-B} CLEAR, FULLY TEMPERED 1/4 INCH THICK, MINIMUM. LOW E GLASS (TYPE FG-F} FLOAT TYPE, TEMPERED, CLEAR, COATING ON INNER SURFACE. MIRROR GLASS (TYPE FG-* CLEAR TEMPERED SAFETY TYPE UNT14 COPPER AND SILVER COATING, SQUARE EDGES. NONE SPECIFIED PART 3 EXECUTION 301 PRECONSTRUCTION DIVISION 14 CONVEYM EGLIPMENt A EXAMINE JOB CONDITIONS AND VERIFY THAT ALL ARE SATISFACTORY FOR SPEEDY AND ACCEPTABLE WORK B. CLEAN AND PREPARE GLAZING SUPPORT MATERIALS ACCORDING TO MANUFACTURER'S INSTRY-'TIONS AND NOW SPECIFIED STANDARDS OF THE GLASS ASSOCIATION OF NORTH 41ERICA GLAZING MANUAL. may' DIVISION �� 1�CN�4NICAL C. INSPECTION AND CLEANING SHALL INCLUDE BUT 16 NOT LIMITED TO THE FOLLOWING: CLEAN DIRT OR FOREIGN MATERIALS FROM CHANNELS, STOPS, RABBETS, SETTING BLOCKS, SPACERS, ETC- REMOVE NON- PERMANENT PROTECTIVE COATINGS. WIPE SURFACES CLEAN IMMEDIATELY PRIOR TO ADDING PRIMER TAPES OR GLAZING COMPOUNDS. APPLY PRIMER TO SURFACES AS REQUIRED TO RECEIVE GLAZING COMPOUNDS. SEE MECHANICAL 3M INSTALLATION A INSPECT FRAMING BEFORE INSTALLATION AND PROVIDE WRITTEN REPORT OF ANY CONDITIONS THAT MIGHT DIVISION 1 i� ��C� INTERFERE WITH SATISFACTORY INSTALLATION B. INSPECT ALL GLASS IMMEDIATELY BEFORE INSTALLATION. REJECT ANY UNLABELED, EDGE -DAMAGED, SEE ELECTRICAL SCRATCHED, OR MIS -SIZED PIECES. LEAVE MANUFACTURER'S LABELS ATTACHED UNTIL THE ARCHITECT DIRECTS THAT THEY CAN BE REMOVED. C. INSTALL AS PER MANUFACTURER'S INSTRUCTIONS AND THE STANDARDS OF THE FLAT GLASS MARKETING ASSOCIATION. D. MAINTAIN THE HIGHEST STANDARDS OF INSTALLATION AND CONSISTENCY IN APPLICATION AND APPEARANCE. INSTALL SETTING BLOCKS AND SPACERS, GASKETS, AND FELTS EXACTLY AS DIRECTED BY MANUFACTURER SUPPORT GLASS FIRMLY AND EVENLY WITH SETTING BLOCKS. KEEP GLASS COMPLETELY SEPARATED FROM ANY MATERIAL OTHER THAN CUSHIONING STOPS, SPACERS, GASKETS, ETC. INSTALL GLASS TO MAINTAIN I NIFOF41 APPEARANCE IN SURFACES, DO NOT VARY GLAZING MATERIALS EXCEPT AS APPROVED OR DIRECTED BY THE ARCHITECT. E. INSTALL SEALANTS TO PROVIDE COMPLETE BOND AND TO ASSURE WATER WILL WA%4 AWAY FROM GLASS. PROVIDE PRECISE MITER CUTS OR OTHER DIRECT JOINTS WHERE DETAILED. SEAL MITER JOINTS AND OTHER JOINTS SO THEY ARE COMPLETELY AIR AND WATER TIGHT. 303 PROTECTION AMR INSTALLATION A PROTECT GLASS AFTER INSTALLATION WITH SAFETY STRIPS AND WARNING MARKERS. KEEP SAFETY STRIPS *0 WARNING MARKERS OFF THE GLASS SURFACE TO AVOID STAINING OR MARRING THE SURFACE. PROTECT METAL PARTS FROM DAMAGE AFTER INSTALLATION. 304 GLEANING A CLEAN ALL GLASS AT THE CONCLUSION OF THE INTERIOR WORK OR WHEN DIRECTED BY THE ARCHITECT. CLEAN ALL GLASS WITH CLEANER CLEANING MATERIALS, AND METHODS RECOMMENDED BY THE MANUFACTURER CLEAN ALL GLASS COMPLETELY CLEAR Cr- STREAKS OR SPOT B. ANY GLASS THAT IS SCRATCHED OR DAMAGED DURW3 CLEANING WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. C. PROVIDE OWNER WITH MANUFACTURER'S INSTRUCTIONS FOR CLEANING. 3D5 REPAIR 40 REPLACEMENT A REMOVE AND REPLACE ANY DAMAGE GLASS AND GLAZING. INSTALL, PROTECT, AND CLEAN REPLACEMENT GLASS AS SPECIFIED ABOVE. END OF SECTION 08800 REVISIONS 8'Y CO y N CO aJ cy t`- U a ti v U c> 4, > E 0 N ;s Ail. d vCO` o I o : 0: J Gli" U- U Z N w v U i J a� O LIZ O 0 w r C < M � >. M •_ ; Pf) 4- m Q c _ :3 C U v; 0 :O y 0 0 Z "> Q m CL U- a CD m Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: GNIII Job: 21-082 Sheet N2 STRUCTURAL NOTES MISCELLANEOUS L THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE BEEN MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN STRENGTH, AS SHOWN IN THE STRUCTURAL DOCUMENTS: 2. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION To ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED, THIS INCLUDES, BUT IS NOT LIMITED To, THE ADDITION OF WHATEVER TEMPORARY BRACING, SNORING, GUYS OR TIE -DOWNS THAT MAY BE NECESSARY, SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 3: CONTRACTOR TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS REQUIRED, CONTRACTOR 1S SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION: 4 APPLICABLE BUILDING CODE1 FLORIDA BUILDING CODE 7th EDITION (2020) - BUILDING, 5 ALL MATERIALS AND WORKMANSHIP SHALL BE 'IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE, 6. DESIGN LOADS (U. N. 0: AREA SUPERIMPOSED LIVE LOAD ROOF 20 PSF MEZZANINE (STORAGE) 125 PSF AREA DEAD LOAD ROOF 20 PSF 7. DESIGN WIND VELOCITY = 127 MPH (ULTIMATE) 107 MPH (ASD) 8: COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS, Do NOT SCALE DRAWINGS: 9: CONTACT ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON DRAWINGS, 10: SUBMIT SHOP DRAWINGS AS REQUIRED HEREIN. ALLOW FOR TWO WEEKS REVIEW TIME AFTER RECEIPT OF SUBMITTALS BY THIS FIRM, ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR AND SIGNED/SEALED BY THE SPECIALTY ENGINEER, WHERE SPECIFIED HEREIN: 1?. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE ENGINEER'S REVIEW THEREOF. 2 CONTRACTOR SHAL•.- NOTIFY THIS OFFICE WHEN THE STRUCTURAL SYSTEM IS SUBSTANTIALLY COMPLETED, AND BEFORE SHEATHING, CEILINGS, OR ROOFING IS INSTALLED: SITE WORK l: A SUBSURFACE INVESTIGATION HAS BEEN COMPLETED AT THE PROJECT SITE BY ANDREJEV ENGINEERING, INC, SOIL BORING LOGS AND SITE PREPARATION PROCEDURES ARE INCLUDED IN THE PROJECT SOILS REPORT, DATED NOVEMBER 19, 2014, WHICH IS AN INTEGRAL. PART OF THESE CONTRACT DOCUMENTS: ALL SITE WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT. 3 DESIGN SOIL BEARING PRESSURE 2500 PSF. 4: A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS; a) ONE DENSITY TEST 'FOR EACH 2,000 SQUARE FEET OF COMPACTED SUBGRADE AND COMPACTED FILL, b) ONE DENSITY TEST AT EACH COLUMN FOOTING: 0 ONE DENSITY TEST PER 50 FEET OF WALL FOOTING, 5: ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, r - STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR: 6: THE SIDES OF FOOTINGS MAY BE EARTH -FORMED IF THE EXCAVATION CAN BE KEPT VERTICAL, CLEAN, AND STABLE! OTHERWWISE, PLYWOOD FORMS MUST BE USED, FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM ARE IN PLACE: CAST IN PLACE CONCRETE L CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS; a) FOOTINGS; SLAB -ON -GRADE, SLAB FILL, :::,:,:,:,:3000 PSI b> MASONRY WALL TIE BEAMS, TIE COLUMNS, ::: ....... 4000 PSI 0 COLUMNS, WALLS, BEAMS, SLABS ....... :.......... 4000 PSI CONCRETE SHALL BE READYMIX PER ASTM C941 a) PORTLAND CEMENT - ASTM C 150 b) AGGREGATES - ASTM C33 (1' MAX.NOMINAL) 0 NO CALCIUM CHLORIDE d) AIR ENTRAINING - ASTM C260 e) WATER REDUCING - ASTM C494 f) FLYASH - ASTM C618 CLASS F (207 MAXIMUM BY WEIGHT) g) WATER - CLEAN AND POTABLE 3 REINFORCING STEEL1 ASTM A615 GRADE 60. : REQUIRED SLUMP RANGE = 3' To 5': 5. -1064: FURNISH IN SHEETS, NOT ROLLS, WELDED WIRE FABRIC' ASTM A 6. VAPOR RETARDER; 10 MIL POLYETHYLENE: LAP 6' AND TAPE ALL JOINTS, 7: CODES AND STANDARDS; (CURRENT EDITION) ACI 301 'SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS,' ACI 305 'RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING,' ACT 318 'BLDG, CODE REQUIREMENTS FOR REINF, CONCRETE:' ACI 315 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT,' 8. MINIMUM LAP SPLICE = 30 BAR DIAMETERS UNLESS NOTED OTHERWISE, 9, PROVIDE PROPERLY TIED SPACERS, CHAIRS, BOLSTERS, ETC, AS REQUIRED AND NECESSARY TO ASSEMBLE, PLACE AND SUPPORT ALL REINFORCING IN PLACE: USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRSI RECOMMENDATIONS, USE PLASTIC TIP LEGS ON ALL EXPOSED SURFACES. 10 ALL BEAMS, SPANDRELS AND SLABS SHALL BE POURED MONOLITHICALLY, EXCEPT FOR REQUIRED CONSTRUCTION JOINTS, PROPOSED CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL, 11. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, AND SLAB RECESSES AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. NO SLEEVE, OPENING, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER: 12: CONTRACTOR SHALL VERIFY EMBEDDED ITEMS, INCLUDING BUT NOT LIMITED TO ANCHOR BOLTS, BOLT CLUSTERS, WELD PLATES, ETC::., BEFORE PLACING CONCRETE. NOTIFY ENGINEER OF ANY CONFLICTS WITH REBAR: 13. SEE ARCHITECTURAL DRAWINGS FOR REQUIRED CONCRETE FINISHES. 14. ALL. CONCRETE SHALL BE CURED, IMMEDIATELY AFTER FINISHING OPERATIONS IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS a) APPLY A LIQUID MEMBRANE FORMING CHEMICAL CURING COMPOUND IN ACCORDANCE WITH ASTM C-309. :T T b, PROVIDE CON!.N110L1S MOISTURE TO CONCRETE .N ACCORDANCE. WITH ACI 301, 15. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION OF ALL FORMWORK, SHORING, AND RESHORING: DESIGN SHALL BE PERFORMED BY A LICENSED FLORIDA ENGINEER, i6. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING CONCRETE TESTS ON SITE. a) CYLINDER STRENGTH TESTS - ASTM C39; ONE SET OF FOUR CYLINDERS FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF: I -EST ONE CYLINDER AT 1' DAYS AND TWO AT 28 DAYS: HOLD THE FINAL CYLINDER IN RESERVE: b) SLUMP TESTS - ASTM C143 IT ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCFURAL ENGINEER; AND GENERAL CONTRACTOR, 18: RESTRICT THE ADDITION OF MIX WATER AT THE JOB SITE, DO NOT ADD WATER WITHOUT THE APPROVAL OF THE GENERAL CONTRACTOR AND DO NOT EXCEED SLUMP LIMITATIONS OR TOTAL ALLOWABLE WATER TO CEMENT RATIO. USE COLD WATER FROM THE TRUCK TANK AND REMIX TO ACHIEVE CONSISTENCY. TEST REPORTS SHALL INDICATE QUANTITY OF WATER ADDED AT THE JOB SITE. ALL TESTS SHALL BE PREPARED AFTER THE ADDITION OF WATER To THE MIX: 19, MAXIMUM WATER TO CEMENT RATIO WHEN No BACK-UP DATA IS AVAILABLE1 a) 3000 PSI, 28-DAY COMPRESSIVE STRENGTH; W/C RATIO, 0,58 MAXIMUM (NON -AIR -ENTRAINED), 0.47 MAXIMUM (AIR -ENTRAINED), b) 4000 PSI, 28-DAY COMPRESSIVE STRENGTH,, W/C RATIO, 0,44 MAXIMUM (NON -AIR -ENTRAINED), 0,36 MAXIMUM (AIR -ENTRAINED): 20, REINFORCING BAR COVER (UNLESS NOTED OTHERWISE): a) FOOTINGS 3' b) SLABS 3/4' (INTERIOR) i-1/2' (EXTERIOR) d BEAMS AND COLUMNS 1-1/2' d) COLUMNS 1-112' 21, CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCH TIME, 22, WHERE BAR LENGTHS ARE GIVEN ON DRAWINGS, LENGTH OF HOOK, IF REQUIRED, IS NOT INCLUDED: 23. PROVIDE COMMERCIAL FORM COATING COMPOUNDS THAT WILL NOT BOND, STAIN, OR ADVERSELY AFFECT CONCRETE SURFACES: WET FORMS BEFORE PLACING CONCRETE, 24, ALL CONCRETE SHALL BE CONSOLIDATED IN PLACE USING INTERNAL VIBRATORS, 25, REPAIR AND PATCH DEFECTIVE AREAS WITH CEMENT MORTAR IMMEDIATELY AFTER REMOVAL OF FORMS, EXCEPT WHERE REINFORCING IS VISIBLE, CONTACT STRUCTURAL ENGINEER FOR EVALUATION OF EXPOSED REINFORCING, 26. PROVIDE 3/4' CHAMFERS ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS, 27: PROVIDE CORNER BARS AT ALL BEAM AND WALL FOOTING CORNERS TO MATCH HORIZONTAL BARS, 28: SUBMITTALS a) SUBMIT PROPOSED CONCRETE MIX DESIGN PRIOR TO CONSTRUCTION, INCLUDING BACKUP DATA IN ACCORDANCE WITH ACI 301 CURRENT EDITION CHAPTER 4, SECTION 4,2,3, EXCLUDING SECTION 4. 2. 3, 4B. b) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION, INCLUDE BAR LISTS AND BEND DIAGRAMS. d SUBMIT FORMWORK AND SHORING DRAWINGS TO LOCAL BUILDING DEPARTMENT WHEN REQUIRED BY FLORIDA THRESHOLD LAW. 29, ALL BUILDING AND SITE SLABS -ON -GRADE SHALL BE AT LEAST 4' THICK, REINFORCED WITH 6X6--W1, 4 X W1. 4 W. W: F: , ON VAPOR RETARDER, WITH SAW -CUT CONTROL JOINTS 15'-0. 0, C EACH WAY INCLUDING HOUSEKEEPING PADS AS REQUIRED, SEE PLANS FOR OTHER CON➢ITIONS, 30. STEP AND SLOPE ALL WALKWAYS AWAY FROM THE BUILDING, TA MA"Telm—m 1: HOLLOW LOAD BEARING UNITS SHALL. CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE II, MINIMUM NET COMPRESSIVE UNIT STRENGTH = 1900 PSI, (NET AREA COMPRESSIVE MASONRY STRENGTH f'm = 1500 PSI). 2: MORTAR SHALL BE TYPE M OR S AND CONFORM TO ASTM C270 (PROPORTION OR PROPERTY SPECIFICATION), 3. COARSE GROUT SHALL CONFORM TO ASTM C476 a) 3000 PSI AT 28 DAYS, b) 3/B' MAXIMUM AGGREGATE, 0 8' - II' SLUMP: 4: CODES AND STANDARDS ACI 530/ASCE 5 'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES' ACI 530,1/ASCE 6 'SPECIFICATIONS FOR MASONRY STRUCTURES' .: A REINFORCE') MASONRY TIC BEAM SHALL BE PROVIDED IN ALL WALLS SHOWN ON THE 5 STRUCTURAL DRAWINGS AT EACH FLOOR, THE ROOF, AND AT TOP OF ANY PARAPET WALL USE GALVANIZED MESH -TYPE CE11 CAPS: PROVIDE CORNER BARS AT ALL BEAM CORNERS To MATCH HORIZON -AL BARS, 6, UNLESS NOTED OTHERWISE, TIE BEAMS SHALL BE AS FOLLOWS, a) ROOF LEVEL, 8' X 16' MINIMUM WITH (1) #5 TOP AND BOTTOM, IN GROUTED KNOCK -OUT BLOCKS. b) T,.,nD r: OF PARAPET. (1) #5 BAR IN ,ROUTED KNOCK -OUT BLOCKS, 7: VERTICAL REINFORCING SHALL BE AS SHOWN ON THE ➢RAWINGS, FILL CELLS WITH COARSE GROUT AS SPECIFIED. PROVIDE ACI 90 DEGREE STANDARD HOOKS INTO FOOTING AND ROOF TIE BEAM:., LAP SPLICE VERTICAL REINFORCEMENT ABOVE FOOTING AND ABOVE EACH FLOOR LEVEL UNLESS NOTED OTHERWISE. MAINTAIN VERTICAL REINFORCING SHOWN ON PLANS ABOVE AND BELOW MASONRY OPENINGS EXCEEDING 6'-0' CLEAR CONTINUE FOUNDATION DOWELS BELOW ALL MASONRY OPENINGS. 8. VERTICAL BARS SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF BAR AND AT 8'-0' O,C, MAXIMUM WITH A MINIMUM CLEARANCE OF 1/2` FROM MASONRY, THE CLEAR DISTANCE BETWEEN BARS SHALL NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 1', CENTER BARS IN WALLS U, N, 0. 9, ALL GROUTED/REINFORCED FILL CELLS ARE TO BE CLEAN AND FREE OF ANY FOREIGN MATERIAL OR DEBRIS. REMOVE ANY =OREIGN MATERIAL FROM FILL CELLS, INCLUDING POLYSTYRENE INSULATING INSERTS, PRIOR TO GROUT POUR, 10: REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HOOKS ARE DETAILED ON THE PLANS. L. REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS WHERE SPLICED AND SHALL BE WIRED TOGETHER, 12: WHEN A FOUNDATION DOWEi_ DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS, DOWELS SHALL. BE GROUTED INTO A CORE iN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT, 13: PROVIDE CONTINUOUS HORIZONTAL. WALL REINFORCING 9 GA. GALVANIZED LADDER TYPE DUR-O-WALL (OR EQUIVALENT) AT 16' 0. C: 14, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT DOORS AND WINDOWS FOR FIRST AND SECOND BLOCK COURSE ABOVE AND BELOW APERTURES, RUN REINFORCING CONTINUOUS OR EXTEND TWO FEET FROM APERTURE EDGE: 15, WIRE REINFORCEMENT SHALT_ BE LAPPED. AT LEAST 6' AT SPLICES AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT IN THE LAPPED DISTANCE, 16, CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT POUR WHEN THE POUR HFIGHT EXCEEDS 5': CLEANOUTS TO BE SAW -CUT 4' X 4', 17: GROUT POUR HEIGHT SHALL NOT EXCEED 12', PLACE GROUT IN 4' MAX, LIFT HEIGHTS, 18, CONSOLIDATE GROUT LIFTS AT THE TIME OF PLACEMENT BY MECHANICAL MEANS AND RECONSOLIDATE AFTER INITIAL WATER LOSS AND SETTLEMENT, I9. STORE BLOCKS ON PALLETS AND COVER WITH VISQUEEN, 20, PLACE ALL MASONRY IN RUNNING BOND WITH 3/8' MORTAR JOINTS, PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL, FULLY MORTAR WEBS IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND ADJACENT TO GROUTED CELLS, 2L SEE DRAWINGS FOR SPECIFIC MASONRY CONTROL JOINT LOCATIONS, SPACE AT 32'-0' D.C. MAXIMUM UNLESS NOTED OTHERWISE: 22, MASONRY INSPECTION SHALL, BE PROVIDED BY A QUALIFIED AGENT IN ACCORDANCE WITH ACI 530-1:6. INSPECTION SERVICES SHALL INCLUIJE, BUT ARE NOT LIMITED TO, THE WORK IN PROGRESS AS WELL AS MATERIALS, EQUIPMENT, AND PROCEDURES, 23, SUBMITTALS; a) SUBMIT PROPOSED GROUT MIX DESIGN PRIOR TO CONSTRUCTION, b) SUBMIT PROPOSED MORTAR MIX DESIGN PRIOR TO CONSTRUCTION, d SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION, INCLUDE BAR LISTS AND BEND DIAGRAMS, d.) SUBMIT COMPRESSIVE STRENGTH TESTS OF PROPOSED MASONRY UNITS PRIOR TO CONSTRUCTION, MASONRY UNITS ARE 10 BE TESTED IN ACCORDANCE WITH ASTM C140, 24. A QUALIFIED TESTING LABORATORY SHALL .BE RETAINED TO PERFORM THE FOLLOWING TESTS, a) SAMPLE AND TEST GROUT IN ACCORDANCE WITH ASTM C1019 FOR EACH 5000 SQ. FT, of MASONRY b) SLUMP TESTS -- ASTM C143. 25, PROVIDE 8' DEEP PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS NOT SHOWN TD HAVE A STRUCTURAL BEAM. MINIMUM END BEARING = 8', LINTEL WIDTH TO MATCH MASONRY WIDTH, 26: THE TOP OF PARTIALLY CONSTRUCTED WALLS SHALL BE COVERED WITH VISQUEEN AT THE END OF EACH WORK DAY AND WHENEVER RAIN OCCURS. , ll .: STRUCTURAL. STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE ➢ESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', LATEST EDITION, EXCEPT CHAPTER 4:2: 1, CODE OF STANDARD PRACTICE, 2, WELDED CONNECTIONS SHALL. CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1:1, ALL WELDING SHALL BE PERFORMED USING 70XX, LOW HYDROGEN ELECTRODES, U, N: O, ELECTRODES ARE TO BE PROTECTED FROM MOISTURE, 3, ALL CONNECTIONS TO BE DOUBLE ANGLE FRAMED BEAM CONNECTION PER AISC UNLESS NOTED OTHERWISE. ALL BOLTS TO BE 3/4' DIAMETER UNLESS NOTED OTHERWISE. SHOP CONNECTIONS MAY BE WELDED OR BOLTED, WELDS ARE TO BE EQUAL IN STRENGTH TO BOLTS, ALL FIELD CONNECTIONS ARE TO BE BOLTED WITH ASTM A325N OR A490 BOLTS (BEARING TYPE BOLTS WITH THREADS IN THE SHEAR PLANE) INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS, ALL BOLTS SHALL BE TIGHTENED SNUG TIGHT UNLESS OTHERWISE NOTED, DESIGN CONNECTIONS FOR THE LARGER OF EITHER THE SHEAR SHOWN ON THE DRAWINGS, (INDICATED AS 'V =K' AT ENDS OF MEMBER) OR 55% OF THE MAXIMUM SHEAR (V IN KIPS) LISTED IN THE TABLES FOR 'ALLOWABLE UNIFORM LOADS IN KIPS FOR BEAMS LATERALLY SUPPORTED' AT THE BOTTOM OF EACH PAGE IN THE 'PROPERTIES AND REACTION VALUES', PART 2 OF THE LATEST EDITION OF THE AISC 'MANUAL OF STEEL CONSTRUCTION', 4, SIZE AND USE OF HOLES, SEE AISC TABLE J3, 1 U, N, 0, a) OVERSIZED OR LONG -SLOTTED HOLES ARE NOT PERMITTED U,N,O, MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 1/161. b) LARGER HOLES ARE PERMITTED IN STANDARD COLUMN BASE PLATES, MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 3/81, HARDENED WASHERS, TO COVER THE LARGER HOLE, SHALL BE PROVIDED„ d SLOTTED HOLESi A PLATE WASHER OR A CONTINUOUS BAR WITH STANDARD HOLES, HAVING A SIZE SUFFICIENT TO COMPLETELY COVER THE SLOT AFTER INSTALLATION, AND A MIN, OF 5/16' THICK SHALL BE PROVI➢ED, TACK WELD NUT TO BOLT AFTER ERECTION, 5. ALL STEEL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER (WITHIN THE MILL TOLERANCE) LOCATED ABOVE THE HORIZONTAL CENTERLINE BETWEEN THE END CONNECTIONS, 6, VERIFY THE EXACT SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF MATERIALS, 7, SHOP PAINT - METAL ALKYD -OIL PRIMER, ANY OF THE FOLLOWING, SEE ARCHITECT FOR PREFERRED COLOR, MANUFACTURER DESIGNATION PORTER NO, 298 MOBILE NO, 13F812 TINEMEC NO. 1009 AMERON NO. 5102 AMERCOAT SHOP PAINT ALL SURFACES OF STEEL EXCEPT ANCHOR BOLTS AND SURFACES TO BE FIELD WELDED, APPLY PAINT IN ACCORDANCE WITH SSPC-PA1, SHOP FIELD AND MAINTENANCE PAINTING, APPLY PAINT IN SUFFICIENT VOLUME OR COATS TO PROVIDE A MINIMUM DRY FILM THICKNESS OF AT LEAST 3 MILS BUT NOT MORE THAN 5 MILS, 8, SURFACE PREPARATION - PREPARE STEEL SURFACE IN ACCORDANCE WITH SSPC-SP3 POWER TOOL CLEANING, ANY METHOD IN CONFORMANCE WITH AN SSPC SPECIFICATION OF HIGHER QUALITY THAN LISTED WILL BE ACCEPTABLE, AT OPTION OF CONTRACTOR, WHEELABRATOR MAY BE USED FOR PREPARATION OF STEEL SURFACES, PROVIDING RESULTANT SURFACE IS EQUAL IN ALL RESPECTS TD THOSE REQUIRED, 91 A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS, a) VISUALLY INSPECT ALL STEEL MEMBERS AND CONNECTIONS, WELD SHALL BE INSPECTED BY CERTIFIED WELD INSPECTOR, b) TEST 50 PERCENT OF FULL PENETRATION WELDS, 10, ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR, IL STRUCTURAL STEEL SHAPES, TEES - ASTM A992, 12, STRUCTURAL STEEL ANGLES, CHANNELS, PLATES, BARS - ASTM A36. 13, STRUCTURAL STEEL TUBING - ASTM A500 GRADE B, 14, STEEL PIPE - ASTM A53 GRADE B, 15. ANCHOR BOLTS - ASTM F1554 GRADE 36, 16, NO SPLICES SHALL BE PERMITTED IN ANY STRUCTURAL STEEL MEMBER UNLESS SHOWN ON APPROVED SHOP DRAWINGS, 17, SUBMITTALS; CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING ALL STRUCTURAL STEEL LAYOUTS AND DETAILS, SIZES OF MEMBERS, TYPE OF STEEL, CONNECTION DETAILS, WELDS, BOLTS, ETC„ AS REQUIRED TO FABRICATE AND ERECT ALL STRUCTURAL STEEL FRAMING, ALL CONNECTIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BY THE RETAILER AND SUBMITTED ON SHOP DRAWINGS, SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER, STEEL STAIRS SHALL ALSO BE SUBMITTED ON SEALED DRAWINGS, 18, NON -SHRINK GROUT SHALL BE: NONMETALLIC SHRINKAGE -RESISTANT GROUT, PREMIXED, NONMETALLIC, NONCORROSIVE, NONSTAINING PRODUCT CONTAINING SELECTED SILICA SANDS, PORTLAND CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND WATER -REDUCING AGENTS, COMPLYING WITH CE-CRD-C621, 19, ERECTION a) BEFORE ERECTION, THE CONTRACTOR IS TO REMOVE ALL MUD, DIRT OR OTHER FOREIGN MATTER, WHICH ACCUMULATES DURING HANDLING AND STORAGE, b) DRIFTING TO ENLARGE UNFAIR HOLES WILL NOT BE PERMITTED, DRILL SUCH HOLES TO ACCOMMODATE THE NEXT LARGER SIZE FASTENER, WHERE POSSIBLE, 0 AFTER ERECTION, CLEAN FIELD WELDS, BOLTED CONNECTIONS, AND ABRADED AREAS WHERE SHOP COAT HAS BEEN DAMAGED. SPOT AND PRIME AREAS USING SAME MATERIAL AS SHOP COAT, d) SET ALL MEMBERS SO THAT, IN THEIR FINAL LOCATION, LEVEL, PLUMBNESS AND ALIGNMENT ARE WITHIN THE TOLERANCES PRESCRIBED BY AISC CODE, OPEN WEB STEEL JOISTS AND JOIST GIRDERS (NOTED "JOISTS" HEREIN) 1, STEEL JOIST MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE, 2, STEEL JOISTS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE AISC STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS K-SERIES, 3, SEE STANDARD JOIST SPECIFICATIONS FOR CAMBER REQUIREMENTS. 4, VERIFY THE EXACT LOCATION AND WEIGHT OF ALL MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF JOISTS, 5, ALL HANGERS TO SUPPORT MECHANICAL EQUIPMENT, ETC„ TO BE SUPPORTED BY THE TOP OR BOTTOM CHORD OF JOISTS SHALL BE LOCATED AT THE PANEL POINT OF THE JOIST, IF HANGERS MUST BE LOCATED IN BETWEEN PANEL POINTS, PROVIDE JOIST STIFFENER AS INDICATED IN DETAILS, ALL HANGERS TO BE LOCATED AT THE CENTERLINE OF THE BOTTOM CHORD MEMBER, 6, PROVIDE BOTTOM CHORD CEILING EXTENSIONS WHERE REQUIRED BY ARCHITECT, 7, JOIST MANUFACTURER SHALL DESIGN ROOF JOISTS AND BRIDGING FOR THE NET WIND LOAD UPLIFT INDICATED ON THE DRAWINGS, PROVIDE UPLIFT BRIDGING AT FIRST JOIST PANEL POINTS ACCORDING TO S, J, I, 8, WHERE COLUMNS ARE NOT FRAMED IN AT LEAST TWO DIRECTIONS WITH STRUCTURAL STEEL MEMBERS, A BAR JOIST SHALL BE FIELD -BOLTED AT COLUMNS TO PROVIDE LATERAL STABILITY, 9, JOIST BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE DESIGN AND SPACING REQUIREMENTS OF THE SJI STANDARD SPECIFICATIONS, ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS, REFER TO SJI STANDARD SPECIFICATIONS FOR SPECIAL BRIDGING AND ERECTION REQUIREMENTS FOR SPANS OF 40' OR MORE, 10, RIGID X-BRIDGING AS SHOWN ON THE PLANS SHALL BE BOLTED OR WELDED AT THE INTERSECTION OF THE TWO ANGLES BETWEEN JOISTS, 11, JOISTS, JOIST GIRDERS, AND ACCESSORIES SHALL HAVE ONE SHOP COAT OF PAINT MEETING THE MINIMUM PERFORMANCE REQUIREMENTS OF THE LATEST SJI SPECIFICATIONS, SEE ARCHITECT FOR PREFERRED COLOR. 12, SEE PLAN FOR ANY CONCENTRATED LOADS OR UNUSUAL CONDITIONS, ALL JOISTS SUBJECT TO SPECIAL LOADS OR CONDITIONS SHALL BE CONSIDERED 'SPECIAL JOISTS', 13. SUBMITTALS, CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING JOISTS, BRIDGING, AND ALL CONNECTIONS. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER 14, JOIST DESIGN ENGINEER MUST BE PROVIDED WITH A COPY OF THESE DRAWINGS AND SPECIFICATIONS, 15, A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO VISUALLY INSPECT ALL JOIST, JOIST ACCESSORIES, WELDS, AND CONNECTORS, WELDS SHALL BE INSPECTED BY A CERTIFIED WELD INSPECTOR, METAL DECKING 11 ALL METAL DECK SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE, 2, WELDING CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1, 3, 3, METAL ROOF DECK SHALL BE 1 1/2' DEEP, 22 GA_ WIDE RIB TYPE B AND GALVANIZED U,N,O, 4, MINIMUM FASTENING OF ROOF DECK WITH (7) 5/8' DIA, PUDDLE WELDS AT EA SUPPORT AND (11) #10 TEK SCREW SIDELAP FASTENERS EQUALLY SPACED, SEE PLANS FOR ADDITIONAL FASTENING, 5, MINIMUM FASTENING AT BUILDING PERIMETER OF DECK SHALL BE 5/8' DIAMETER PUDDLE WELDS AT 6' 0, C, 6, INSTALL ALL DECKING 3 SPAN CONTINUOUS, 7, USE WELD WASHERS FOR ALL DECKING 24 GA, AND THINNER, 8. DO NOT HANG OR ATTACH DUCTWORK, CONDUIT, PIPING, EQUIPMENT, CEILINGS, ETC, FROM METAL DECKING 9, ALL ROOF DECK OPENINGS 12' DIAMETER OR LARGER ARE TO HAVE SUPPORT ANGLES PER TYPICAL DECK OPENING DETAIL, INCLUDING OPENINGS FOR ROOF SUMP PANS, 10. SUBMITTALS; CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING LAYOUT OF DECK, TYPE OF DECK, ALL CONNECTIONS INCLUDING END WELDS, SEAM WELDS, INTERMEDIATE WELDS, AND ALL ACCESSORY MATERIAL SUCH AS CLOSURES, SUMPS FOR DRAINS, ETC, ill A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO VISUALLY INSPECT ALL DECK WELDS AND FASTENERS. :4 • e e]1-3Tm - i s lLAl111� 1. ALL STEEL FRAMING SHALL CONFORM TO 'THE SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS', LATEST EDITION, BY THE AISI, 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1, 3, 3. ASTM A-568 STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS FOR STEEL, CARBON AND HIGH STRENGTH LOW -ALLOY HOT ROLLED SHEET AND COLD ROLLED SHEET, 4. ALL STEEL FRAMING SHALL BE INSTALLED BY PERSONNEL EXPERIENCED IN LIGHT GAUGE STEEL FRAMING INSTALLATION, 5, WHERE STEEL FRAMING MEMBERS ARE COMPONENTS OF ASSEMBLIES INDICATED FOR A FIRE -RESISTANCE RATING INCLUDING THOSE REQUIRED FOR COMPLIANCE WITH GOVERNING REGULATIONS, PROVIDE MEMBERS WHICH HAVE BEEN APPROVED BY GOVERNING AUTHORITIES HAVING JURISDICTION, 6, PROTECT LIGHT GAUGE STEEL FRAMING MEMBERS FROM RUSTING AND DAMAGE, DELIVER TO PROJECT SITE IN BUNDLES, FULLY IDENTIFIED WITH NAME, BRAND, TYPE AND GRADE, STORE OFF GROUND IN A DRY VENTILATED SPACE OR PROTECT WITH SUITABLE WATERPROOF COVERINGS, 7. WITH EACH TYPE OF STEEL FRAMING REQUIRED, PROVIDE MANUFACTURER'S STANDARD STEEL RUNNERS (TRACKS), BLOCKING, LINTELS, CLIP ANGLES, BRACING, REINFORCEMENTS, FASTENERS, AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED, AS NEEDED TO PROVIDE A COMPLETE STEEL FRAMING SYSTEM. 8, FABRICATE METAL FRAMING COMPONENTS OF STRUCTURAL QUALITY SHEET STEEL WITH A MINIMUM YIELD POINT OF 50,000 PSI FOR STUDS, AND 33,000 PSI FOR RUNNERS) ASTM A653, 9, SCREWS SHALL BE AS RECOMMENDED BY MANUFACTURER, 10, PROVIDE GALVANIZED FINISH TO METAL FRAMING COMPONENTS COMPLYING WITH ASTM A525 WITH A G60 COATING, 11, PROVIDE MANUFACTURER'S STANDARD STRUCTURAL 'C' SHAPED STEEL STUDS OF SIZE, SHAPE, AND GAUGE INDICATED, WITH A NOMINAL 1-5/8' FLANGE AND MINIMUM 1/2' FLANGE RETURN LIP BY UNIMAST, INC, OR PRIOR APPROVED EQUAL 12. ALL FRAMING MEMBERS SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT ALL LIVE, DEAD, AND WIND LOADS, PLUS ANY CONCENTRATED LOADS SHOWN ON THE DRAWINGS, 13, THE EXTERIOR WALL SYSTEM SHALL BE DESIGNED TO WITHSTAND BOTH POSITIVE AND NEGATIVE WIND PRESSURE WITH A MAXIMUM DEFLECTION BASED UPON THE APPLICABLE CODE AND MATERIAL REQUIREMENTS OF THE VENEER, BUT SHALL NOT EXCEED L/360 U,N,O, 14. FRAMING COMPONENTS MAY BE PREFABRICATED INTO PANELS PRIOR TO ERECTION, FABRICATE PANELS PLUMB, SQUARE, TRUE TO LINE AND BRACED AGAINST RACKING WITH JOINTS WELDED, PERFORM LIFTING OF PREFABRICATED PANELS IN A MANNER TO PREVENT DAMAGE OR DISTORTION, 15, INSTALL METAL FRAMI NG SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S PRINTED OR WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, UNLESS OTHERWISE INDICATED, 16. INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUD DEPTH, ALIGN TRACKS ACCURATELY TO LAYOUT AT BASE AND TOPS OF STUDS, SECURE TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR TYPE OF CONSTRUCTION INVOLVED, EXCEPT DO NOT EXCEED 24' D.C. SPACING FOR NAIL OR POWDER -DRIVEN FASTENERS, OR 16' D.C., FOR OTHER TYPES OF ATTACHMENT, PROVIDE FASTENERS AT CORNERS AND ENDS OF TRACKS, 17. FRAME BOTH SIDES OF EXPANSION AND CONTROL JOINTS, AS SHOWN FOR THE WALL SYSTEM, WITH SEPARATE STUDS AND DO NOT BRIDGE THE JOINT WITH COMPONENTS OF THE STUD SYSTEM, 18, WHERE REQUIRED, TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED, 19. RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS SHALL BE PROVIDED BY MECHANICAL LATERAL BRACING WHERE REQUIRED. 20, ATTACHMENTS OF SIMILAR COMPONENTS SHALL BE DONE BY WELDING, SCREW ATTACHMENT, OR BOLTING. WIRE TYING OF FRAMING COMPONENTS SHALL NOT BE PERMITTED, 21, WELDING OF MEMBERS LIGHTER THAN 18 GAUGE SHALL NOT BE PERMITTE➢, 22, SPLICES SHALL NOT BE PERMITTED, 23, MINIMUM NUMBERS OF EQUALLY SPACED JOIST BRIDGING FOR THE SPANS SHOWN: a) UP TO 10' - 1 ROW b) 10' TO 16' - 2 ROWS d OVER 16' - AT 4' CENTERS 24, MINIMUM NUMBER OF EQUALLY SPACED HORIZONTAL WALL BRIDGING FOR THE HEIGHTS SHOWN: a) UP TO 10' -1 ROW b) 10' TO 14' - 2 ROWS d ABOVE 14' - AT 4' CENTERS 25, FULLY INSTALL ALL BRIDGING BEFORE APPLYING LOADS, 26, FOR WELDED CONNECTIONS, FUSION WELDING IS RECOMMENDED WITH A DIRECT CURRENT WELDER OF 200 OR MORE AMPERE CAPACITY, USE A HEAT OF 60 TO 90 AMPERES (DEPENDING ON THE GAUGE OF METAL) ALONG WITH ASTM E60 ELECTRODES, 27. STEEL TRUSSES, a) TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRIDGING OF THE TRUSS SYSTEM DURING CONSTRUCTION. b) TRUSSES SHALL BE DESIGNED SO THAT NO HORIZONTAL REACTIONS ARE IMPOSED ON THE SUPPORTING STRUCTURE UNDER VERTICAL LOAD, 0 PREFABRICATED TRUSSES AND PANELS SHALL BE SQUARE AND BRACED AGAINST RACKING, d) TRUSS MANUFACTURER SHALL PROVIDE A BENT PLATE 3' X 3' X 14 GAGE TYPICAL AT ALL RIDGE AND VALLEY LINES. 28. CONTRACTOR TO SUBMIT THE FOLLOWING; a) SUBMIT COMPLETE STRUCTURAL CALCULATIONS FOR THE STEEL FRAMING SYSTEM, CALCULATIONS SHALL COVER ALL STUDS, JAMB STUDS, RUNNER TRACK, BRACING, ATTACHMENT OF LIGHT GAUGE FRAMING TO LIGHT GAUGE FRAMING, AND ATTACHMENT OF LIGHT GAUGE FRAMING TO CONCRETE OR STRUCTURAL STEEL, b) SUBMIT DETAILED SHOP DRAWINGS FOR STEEL FRAMING SHOWING THE TYPE AND SPACING OF ALL MEMBERS, ALL ATTACHMENTS SHALL BE CLEARLY DETAILED ON THE DRAWINGS, INDICATED SUPPLEMENTAL STRAPPING, BRACING, CLIPS, AND OTHER ACCESSORIES REQUIRED FOR PROPER INSTALLATION, b SUBMIT CERTIFICATION OF MATERIALS FROM THE MANUFACTURER TO SHOW COMPLIANCE WITH THESE SPECIFICATIONS AND RELATED DRAWINGS, 29. ALL SUBMITTALS SHALL BEAR THE SEAL OF A LICENSED FLORIDA ENGINEER, 30. SUBMITTED SHOP DRAWINGS MUST BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR, CARPENTRY 1. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED, 2. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH AN ACQ (ALKALINE COPPER QUATERNARY) TREATMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE AMERICAN WOOD PRESERVERS INSTITUTE, ALL FASTENERS INTO PRESSURE TREATED LUMBER SHALL BE GALVANIZED U, N, 0, 3, PLYWOOD WALL AND ROOF SHEATHING SHALL BE APA RATED SHEATHING, EXPOSURE 1, 4, ROOF SHEATHING TO BE INSTALLED WITH ONE PLYWOOD CLIP PER SPAN BETWEEN PANEL EDGES UNLESS NOTED OTHERWISE, FOR PANEL WIDTHS LESS THAN 24' WIDE, INSTALL SOLID 2x BLOCKING AT EACH PANEL EDGE, INSTALL SOLID 2x BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN ROOF SLOPE, 5, ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS, 6, PLYWOOD FLOOR SHEATHING SHALL BE APA RATED STURD-I-FLOOR, EXPOSURE 1, WITH TONGUE -AND -GROOVE EDGES, SHEET INDEX S1.1 STRUCTURAL NOTES S1.2 TYPICAL DETAILS S1.3 SCHEDULES S2.1 FOUNDATION PLAN S2.2 ROOF FRAMING PLAN S2.3 HIGH ROOF FRAMING PLAN S2.4 LICENSE PLATE READER FOUNDATION PLAN S3.1 WALL SECTIONS S3.2 WALL SECTIONS S4.1 SECTIONS & DETAILS S4.2 SECTIONS & DETAILS 84.3 SECTIONS & DETAILS S4.4 SECTIONS & DETAILS REVISIONS By i v • 0- C- Cv v � o � U C u ;v Q Q7 E .c E v � � 2 M u � OmM. : tJ � x M ... . ,IL11111111111 E N g.• o�,; v�G • • :• 46665 : O �• STATE OF MOHAN ENGd INC. SbUCb CargUftReg,stry pa.&s FLN George E. IAoha� FL PING j46885 13M1 M. t1, b. A IM • Tana 'rL 33626 Phonel3 475-5993 O F Q M C m LL_ o U Vi 0 'v O v ~ -v :EN Z _> ;, v En CL a Q � m � z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: G.M. Drawn: YB & RS Job: 21-082 Sheet si 1 s BUILDING DATA (FLAT ROOF) Wind Velocity: 137 mph (Ultimate) Internal Pressure Coefficient: +1- 0.18 Basic Wind Spd. (3 sec.) 107 mph (ASD) (Enclosed Building Per ASCE 7-16) Risk Category: II Mean Roof Height, h (ft): 32 Roof Angle, 0 (degrees): 0.0 < 8 < 7.0 Width of Edge Strip, 0.6h (ft): 19.2 Exposure Category: C Width of Edge Strip, 0.2h (ft): 6.4 Roof DL Resisiting Uplift (ASD); 12 psf Height & Exposure Adjustment Factor: 1.42 WIND DESIGN LOADS - COMPONENTS & CLADDING (ASD) ROOF WALLS, DOORS, WINDOWS ZONE AREA (sf) DESIGN PRESSURE (psf} ZONE AREA (sf) DESIGN PRESSURE (psf) Pos. Neg. Net Uplift Pos. Neg. 1 10 12.2 -47.9 -35.9 4 10 30.1 -32.6 1 20 11.5 -44.8 -32.8 4 20 28.7 -31.3 1 50 10.5 -40.6 -28.6 4 50 26,9 -29.5 1 100 10.0 -37.4 -25.4 4 100 25.6 -28.1 1' 10 12.2 -27.5 -15.5 5 10 30.1 -40.3 1' 20 11.5 -2T5 -15.5 5 20 28.7 -37.5 1 50 10.5 -27.5 -15.5 5 50 26.9 -34.0 1' 100 10.0 -27.5 -15.5 5 100 25.6 -31.3 2 10 12.2 -63.2 -51.2 Notes: 1) For effective areas between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. 2) Plus and minus signs signify pressures acting toward and away from the building surfaces, respectively. 3) See pressure zone diagrams for corresponding zones. 4) Roof coverings, finishes, etc. shall be designed for the full negative design pressure. 5) Roof framing members shall be designed to resists the net uplift design pressure specified. 6) For ultimate w ind pressure, multiply value in the table by 1.67. 2 20 11.5 -59.1 -47.1 2 50 10.5 -53.7 -41.7 2 100 10.0 -49.7 -37.7 2e 10 -- -- -- 2e 20 -- -- -- 2e 50 __ __ __ 2e 100 -- __ 2n 10 -- -- "" 2n 20 -- -- -- 2n 50 -- -- -- 2n 100 -- -- -- 2r 10 -- -- -- 2r 20 -- -- -- 2r 50 -- -- -- 2r 100 -- -- -- 3 10 12.2 -86.1 -74.1 3 20 11.5 -78.0 -66.0 3 50 10.5 -67.3 -55.3 3 100 10.0 -59.1 -47.1 3e 10 -- -- -- 3e 20 -- -- -- 3e 50 -- -- -- 3e 100 -- -- -- 3r 10 -- -- -- 3r 20 -- -- -- 3r 50 -- -- -- 3r 100 -- -- -- NOT Ta SCALE MASONRY WALL. (WHERE APPLICABLE) REFER TO PLAN AND WALL LEGEND. VERT. REINF. REQUIRED w/ PRECAST LINTEL. PRECA5T GONG. LINTEL. REFER TO PLAN AND CONTRACTOR NOTES. GROUT VOID SOLID AFTER CONSTRUCTION. CONDUIT/PIPING AND SLEEVE AS REQUIRED (BY OTHERS) REFER TO FOOTING SCHEDULE. AT GLUSTERE2 CONDUIT/PIFING a = Width of Edge Strip h =Eave height (BSIo•) 8 =Roof angle/slope WALL PRESSURE ZONES (ISOMETRIC VIEW) cc . q caS1 *2 n 0,2h--_-1 - - 0,6h II olol o l010 II II o I ( OO 3 0,6h a =Width of Edge Strip h =Eave height <g510°) 8 =Roof angle/slope ROOF PRESSURE ZONES (PLAN VIEW) FLAT ROOF BUILDING DATA (SLOPED ROOF) Wind Velocity: 137 mph (Ultimate) Internal Pressure Coefficient: +/- 0.18 Basic Wind Spd. (3 sec.) 107 mph (ASD) (Enclosed Building Per ASCE 7-16) 0,6h Risk Category: II Mean Roof Height, h (ft): 32 Roof Angle, 8 (degrees): 7.0 < 9 < 20.0 Width of Edge Strip, a (ft): 3.9 Exposure Category: C Roof DL Resisiting Uplift (ASD): 12 psf Height &Exposure Adjustment Factor: 1.42 WIND DESIGN LOADS -COMPONENTS &CLADDING (ASD) E� 3e- zn 3r 3r zn - 3e TYP. GABLE ROOF I I zr zr I ( VI I I I Zp /zr /� zr\ ( \z� ROOF HIP a = Width of Edge Strip - o- h = Mean Roof Height I I n = Width of Edge Strip O 8 =Roof angle/slope Ii`u-,II h =Eave height (9510') = Roof angle/slope WALL PRESSURE ZONES ROOF PRESSURE ZONES (IS❑METRIC VIEW) SLOPED ROOF CONTRACTOR NOTES: 1. USE THIS DETAIL ONLY WHERE REQUIRED. DO NOT PENETRATE CONC. COLUMNS OR CLUSTERED WALL REINFORCEMENT. 2. PROVIDE 2"-0" MIN. BETWEEN ADJACENT ' OPENINGS. 3. STEP FOOTING AS REQUIRED. REFER TO 2/54.1. ' 4. FOR OPENING 2'-0" TO 3'-4" USE PRECAST CONCRETE LINTEL (Ll) NOTIFY 1, ARCHITECT/ENGINEER OF ANY OTHER CONDITIONS. RECESSED PRECAST LINTELS ARE STRUCTURALLY ACCEPTABLE. S. NOTIFY ARCHITEGT/ENGINEER OF ANY DfSGREPANCIES PRIOR TO CONSTRUCTION. PLAN MASONRY WALL. GROUT ALL CELLS (WHERE APPLICABLE) SOLID BELOW SLAB. REFER TO PLAN. - CAST IRON PIPE SLEEVE PIPING (BY OTHERS) CORE MASONRY AS REQUIRED PIPING (BY OTHERS) FOR PIPE SLEEVE. GROUT SLAB -ON -GRADE. � MASONRY SOLID. REFER TO PLAN. REFER TO PLAN SLAB -ON -GRADE.----, x � x t _ I.: TOP/ SLAB REFER TO PLAN. - - FER TO SCALE: 3/4" 1'-0" (PLAN VIEW) MASONRY WALL. - -- (WHERE APPLICABLE) REFER TO PLAN. _ GROUT ALL CELLS - SOLID BELOW SLAB. 05 TRANS. EA. SIDE OF PIPE SLEEVE - FOOTING. s= x------.x REFER TO PLAN. 6" (MIN.) -- - 3° GLR 3° CAST IRON PIPE SLEEVE VARIES I.E. REF. PLUMBING PLAN ROOF WALLS, DOORS, WINDOWS ZONE AREA (sf) DESIGN PRESSURE (psf) ZONE AREA (sf) DESIGN PRESSURE (psf) Pos. Neg. Net Uplift Pos. Neg. 1 10 22.4 -55.5 -43.5 4 10 30.1 -32.6 1 20 19.4 -55.5 -43.5 4 20 28.7 -31.3 1 50 15.3 -38.9 -26.9 4 50 26.9 -29.5 1 100 12.2 -30.1 -18.1 4 100 25.6 -28.1 1' 10 -- - -- 5 10 30.1 -40.3 VERT. RE INF. (WHERE APPLICABLE) I REFER TO PLAN. I I MASONRY WALL. (WHERE APPLICABLE) f I � REFER TO PLAN. I .: _._. REFER TO PLAN n . ti , ....... TOP/ SLAB SLAB -ON -GRADE I I 1 BEYOND. REFER TO PLAN I ,I _.__ ... REFER TO PLAN TOP/ FTCx. . REFER TO PLAN ,. - -i - BOTTJ FTCs. m W FOOTING. REFER TO PLAN. CAST IRON PIPE SLEEVE i _ Ili VARIES � LESS TH,4N I.E. REF. PLUMBING PLAN 6"0 PIPING ' _(TYP.) - 2" THI K M , : PIPING (BY OTHERS) G GO PRE BLE GREATER MATERIAL ABOVE PIPE, PIPING FULL WIDTH OF FOOTING. C �) NOT REQUIRED FOR COVER GREATER THAN 1'-4" PIPING BELOW FQOTING ------------- REFER TO PLAN -- ; ; --- ;�: r --.� •�: ;1 . � ,, ---LL ff 4• � _.. _... ,..TOP/ SLAB I` < I SLAB -ON -GRADE BEYOND. REFER TO PLAN. REFER TO PLAN y , t (� 30 -LAP (TYP.) - - - VARIES U U1 :- I" I.E. REF. PLUMBING cn 4 I � (TYP.) CONT. REINI=. PLAN } REFER TO PLAN. ° MATCH CONT. RE INFORG ING MATCH DC CAST IRON PIPE TRANSVERSE U SLEEVE REINFORCEMENT 2'-0" PIPING LINE CONTRACTOR CAUTION: I. DO NOT LOCATE CONDUIT/PIPE AT COLUMNS, CLUSTERED RE INF, OR COLUMN FOOTING. NOTIFY ARGI-IITECT/ENGINEER OF ANY CONFLICTS. 2. FOUNDATION AND REINFORCING SHOWN FOR REFERENCE ONLY. REFER TO FOOTING SCHEDULE, PLAN, AND DETAILS FOR SPECIFIC REINFORCING. (BY OTHERS) rO NOTE: IN LIEU OF INCREASING FOOTING DEPTH, IT IS STRUCTURALLY ACCEPTABLE TO STEP FOOTING BELOW PIPING LINE AS REQUIRED TO PREVENT FOOTING/PIPING LINE CONFLICT. REVISIONS G GO PRE BLE GREATER MATERIAL ABOVE PIPE, PIPING FULL WIDTH OF FOOTING. C �) NOT REQUIRED FOR COVER GREATER THAN 1'-4" PIPING BELOW FQOTING ------------- REFER TO PLAN -- ; ; --- ;�: r --.� •�: ;1 . � ,, ---LL ff 4• � _.. _... ,..TOP/ SLAB I` < I SLAB -ON -GRADE BEYOND. REFER TO PLAN. REFER TO PLAN y , t (� 30 -LAP (TYP.) - - - VARIES U U1 :- I" I.E. REF. PLUMBING cn 4 I � (TYP.) CONT. REINI=. PLAN } REFER TO PLAN. ° MATCH CONT. RE INFORG ING MATCH DC CAST IRON PIPE TRANSVERSE U SLEEVE REINFORCEMENT 2'-0" PIPING LINE CONTRACTOR CAUTION: I. DO NOT LOCATE CONDUIT/PIPE AT COLUMNS, CLUSTERED RE INF, OR COLUMN FOOTING. NOTIFY ARGI-IITECT/ENGINEER OF ANY CONFLICTS. 2. FOUNDATION AND REINFORCING SHOWN FOR REFERENCE ONLY. REFER TO FOOTING SCHEDULE, PLAN, AND DETAILS FOR SPECIFIC REINFORCING. (BY OTHERS) rO NOTE: IN LIEU OF INCREASING FOOTING DEPTH, IT IS STRUCTURALLY ACCEPTABLE TO STEP FOOTING BELOW PIPING LINE AS REQUIRED TO PREVENT FOOTING/PIPING LINE CONFLICT. REVISIONS MATCH DC CAST IRON PIPE TRANSVERSE U SLEEVE REINFORCEMENT 2'-0" PIPING LINE CONTRACTOR CAUTION: I. DO NOT LOCATE CONDUIT/PIPE AT COLUMNS, CLUSTERED RE INF, OR COLUMN FOOTING. NOTIFY ARGI-IITECT/ENGINEER OF ANY CONFLICTS. 2. FOUNDATION AND REINFORCING SHOWN FOR REFERENCE ONLY. REFER TO FOOTING SCHEDULE, PLAN, AND DETAILS FOR SPECIFIC REINFORCING. (BY OTHERS) rO NOTE: IN LIEU OF INCREASING FOOTING DEPTH, IT IS STRUCTURALLY ACCEPTABLE TO STEP FOOTING BELOW PIPING LINE AS REQUIRED TO PREVENT FOOTING/PIPING LINE CONFLICT. REVISIONS BY i U � Q :J it < c C u 1 N E. Mp���i AGE 48885 j 00 TATE OF pW MOHAN ENGINEERING INC. Reegg 9 George E Noha, P.E �46g85 »osI w. Lbbo A 1m.ranpa. FLassas Phone(t3 475-5983 0 m Q = J 7 Vi U 0 c p -° � CONCRETE LINTEL SCHEDULE MARK SIZE REINFORCING TYPE L 1 8"' x 8" (1) 05 CONT. TYPE "A" L2 8" x 16" l2) 05 CONT. TYPE 115" L3B 8" x 28" (3) *5 CONT. TYPE "C" 1*3 TIES AT 8" O.C. L4 8" x 32" (4) 05 CONT. TYPE 11D" L4A 8" x 32" (2) *5 T 4 B CONT. TYPE "Ell (2) 05 MID CONT. L5 8"' x 40" (2) *5 T 4 B CONT. TYPE "F" (3) 05 MID. CONT. L6 8" x 45" (4) 05 T 4 B CONT. TYPE "Gil 1(2) 05 MID. CONT. PARTIAL COURSE AS REQUIRED. 03 TIES w/ 180° HOOKS :. • .:.. • ._. EA. END -" _ RECESSED PRECAST LINTEL C6" DEEP AT OPENING) '}'YCE i1G11 it A11 TYPE 11511 TYPE TYPE 11ri i1 TYPE HER 1-TIDE T-11 TYPE 11/ H NOTES: 1. ALL MASONRY OPENINGS TO HAVE PRECAST LiNTEL TYPE Li UNO. 2. REFER TO 4/542 AND 5/542 FOR ADDN'L. PRECAST LINTEL REQUIREMENTS. 3. ALL LINTELS AND KNOCK -OUT BLOCKS TO BE GROUTED SOLID. ALL MASONRY ABDVE LINTELS TO BE GROUTED SOLID TO ROOFANTERMEDIATE TiE BEAM ABOVE. 4. RECESSED PRECAST LINTELS ARE STRUCTURALLY ACCEPTABLE U.N.O. 5. BOTTOM OF LiNTEL ELEVATION = TOP OF OPENING (TYP.) U.N.O. 6. INSTALL TYPICAL VERTICAL WALL REINFORCING AT PRECAST LINTELS EXCEEDING 4'-0" CLEAR OPENING (UN.O.). HOOK DOWEL INTO BOTTOM COURSE. WALL TiE 5EAM SCHEDULE REINFORCING MARK SIZE TYPE CONT. BARS STIRRUPS T51 8" x 16" (1) S T 4 B - - "A", MAS, T52 8" x 16" (1) +'5 T 4 B - - 11511, B" MAS. T53 8" x 8"' (I) s - - "C", MAS. T54 811 x 16" (2) *5 T4 B 4 M 03 AT 24" O.G. "D41, CONC, (MIN.) T55 811 x 8"' (1) *5 - - "Ell MAS. 1-1/2" CLR. •• • - • �1 I W I•a �I tL� • _ • I } TYPE "A" TYPE 11511 TYPE ilc11 TYPE 11p11 - TYPE 11E 11 NOTES: 1. T51 TYP. AT ALL MASONRY WALLS, ROOF LEVEL/TOP OF MAS., U.N.O. T52 TYP. AT ALL MASONRY WALLS, ROOF LEVEL/ INTERMEDIATE, U.N.O. T53 TYP. AT TOP OF MASONRY PARAPETS, LOW WALLS, U.N.O. T54 TYP. AT TOP OF RAKED MASONRY WALLS U.N.O. 2. C 1 INDICATES BOTTOM OF TiE BEAM. 3. ALL MASONRY TiE BEAMS TO BE MASONRY K.O. COURSE U.N.O. FOOTING SCHEDULE MARK SIZE DEPTH EACH REMARKS WREEINFORCiNG TE1 I'-0" x CONT. 1'-4" (1) 05 CONT. TOP. THICK SLAB (2) *5 CONT. BDTT. EDGE. WF2 2'-0" x CONT. 1'-0" (3) 05 CONT, BOTT, WALL FTG, 05 TRANSV. AT 48" D.G. MAX. BOTT. WF3 V-0" x 1'-011 (4) 05 CONT, T 4 B WALL FTG. CONT. *5 TRANSV. AT 24" O.C. MAX. T 4 B F2.5 2'-61' x 2'-roll 1'-011 (5) #5 EA. WAY T 4 B COL. FTG. F3 3'-011 x 3'-011 1'-011 (4) 45 EA. WAY T 4 B COL. FTG. F4 41-011 x 41-0" 1'-0" (5) S EA. WAY T 4 B COL. FTG. F5 5'-011 x 5'-0" i'-011 (ro) 05 EA. WAY T 4 $ COL. FTG, MA 5'-0" x 5'-0" 1'-411 (6) 05 EA. WAY T 4 B COL. FTG. F1 11-011 x 1'-011 1'-411 (S) 05 EA. WAY T 4 B COL. FTG. FS 8'-011 x 8'-01' 1'-roll 02) *5 EA, WAY T 4 B COL. FTG, F9 9'-011 x V-0" I'-8" (10) % EA. WAY T 4 B COL. FTC. F 333 1 V -411 x V -4" 1' - 8" (10) 06 EA. WAY T 4 B COL. FTG. NOTES: 1. CENTER ALL FOOTINGS BELOW WALL OR COLUMN U.N.O. 2. ALL FOOTING REINFORCING TO BE BOTTOM BARS U.N.O. 3. ( ) INDICATES TOP OF FOOTING. WALL LEGEND WALL HATCH REMARKS INDICATES 8" MASONRY BRG. WALL w/ % VERT. IN FULLY GROUTED CELL AT 32" O.C. MAX. (TYP.) U.N.O. INDICATES 8" MASONRY BRG. WALL w/ "ro VERT, IN FULLY GROUTED CELL AT 16" O.G. MAX. (TYP.) U.N.O. INDICATES ro", 18 GA. (600 5162-43) METAL STUDS AT l ro" O.C. MAX, w/ CONT. 6", 18 GA. (600 T125-43) METAL TRACK TOP AND CONT. ro", 18 GA. (600 T125-43) METAL TRACK BOTTOM (BY CONTRACTOR'S DELEGATE SPECIALTY ENGINEER) NOTES: 1. REFER TO PLAN AND DETAIL 3/542 FOR VERT. REINF. AT ALL MASONRY WALL CORNERS AND INTERSECTIONS. (TYP.) UN-D. REFER TO FILLED CELL SCHEDULE FOR VERT. REINF. ADJACENT TO MASONRY OPENINGS (TYP.) U.N.O. 2. VERT. REiNF. TO BE HOOKED INTO FOOTING AND FLOOR TIE BEAM AND/OR ROOF TIE BEAM ABOVE OR LAP SLiCE w/ CONT. REiNF. (TYP.) U.N.O. 3. PARAPET VERT. REINF. TO MATCH SIZE/SPACING OF TYPICAL WALL REINFORCEMENT BELOW U.N.O. HOOK PARAPET REINF.. INTO ROOF TiE BEAM BELOW OR LAP SPLICE W/ CONT. REINF. (TYP.) U.N.O. 4. REFER TO PLAN FOR ADDN'L./SPECIFIC REINF. REQUIREMENTS. ALL ADDN'L./SPECIFIC REINF. SHOWN ON UPPER LEVELS TO BE CONTINUOUS DOWN TO BEAM/FDN. AT LEVEL BELOW. 5. REFER TO 5/542, 6/S42 AND 1/542 FOR TYPICAL MASONRY OPENINGS DETAILS. 6. REFER TO METAL STUD FRAMING NOTES, METAL STUD FASTENING NOTES, AND 11/943 FOR ADDITIONAL INFORMATION AT METAL STUD FRAMING. FILLED CELL SCHEDULE (ADJACENT TO MAS. OPENINGS- TYP. UN.O.) OPENINGS LESS THAN OR EQUAL TO 3'-4" -(1) BAR EA. SiDE OPENINGS GREATER THAN V-411, (2) BAR EA. SiDE BUT LESS THAN OR EQUAL TO 6'-0" OPENINGS GREATER THAN 6'-011, (3) BAR EA. SiDE J BUT LESS THAN OR EQUAL TO 8'-0" OPENINGS GREATER THAN 8'-0" REFER TO PLAN NOTES: I. REINFORCING BAR SiZE TO MATCH ADJACENT MASONRY WALL REINFORCING (TYP) U.N.O. 2. REFER TO PLAN AND WALL LEGEND FOR ADDITIONAL INFORMATION. STEEL COLUMN SCHEDULE COLUMN SIZE BASE BASE ANCHOR BOLT MARK (H.S.S. UN.O.) SIZE TYPE QTY. DIA. EMBED. SCi 4"x4"A/411 3/4"xIl"xiI" "A" 4 3/4110 S" 1 1/2" TYP. 2" AT 1110 - >n fE 1/4" x 3" x 311IL I Imo• X .; L1 E it .4 W ty • • � F i � �. In tK � I I W 111 to TACK WELD NUT TO BOLT. TYPE "Ali TYP. ANCHOR BOLT NOTES: i. REFER TO 1/843 AND 2/843 FOR H.S.S. STEEL COLUMN DETAILS, 2. BASE fiE TO BE CENTERED BELOW COLUMN (TYP.) UN.O. METAL STUD FRAMiNG NOTES: 1. THE METAL STUD FRAMING (SIZES, CONFIGURATIONS, DETAILS AND CONNECTIONS) SHOWN ON THE DRAWINGS ARE MINIMUM SiZES/MAXIMUM SPACINGS AND QUANTITIES TO BE UTILIZED AND ARE FOR ESTIMATING PURPOSES. ALL METAL STUD FRAMING SHALL BE VERIFIED BY THE CONTRACTOR'S DELEGATE SPECIALTY ENGINEER AND INCREASED AS REQUIRED. REFER TO STRUCTURAL NOTES SHEET FOR ADDITIONAL INFORMATION. 2. METAL STUD FRAMING CONNECTIONS FOR STUDS, TRACKS, CLIP ANGLES, ETC. ARE BY THE CONTRACTOR'S DELEGATE SPECIALTY ENGINEER REFER TO STRUCTURAL DRAWING FOR MINIMUM SIZES, MINIMUM FASTENERS, ETC. AS REQUIRED. 3. INCREASE METAL STUD/TRACK GAGE AS REQUIRED FOR WiNDOW, DOOR, ETC., PRODUCT APPROVAL REQUIREMENTS. CONTRACTOR TO COORDINATE PRODUCT APPROVAL REQUIREMENTS w/ MANUFACTURER AS REQUIRED. 4. AS REQUIRED BY THE CONTRACTOR'S DELEGATE SPECIALTY ENGINEER, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. CLIP ANGLES SHALL MEET OR EXCEED THE STUD GAGE. 5. CONNECT WALL SHEATHING, i/2" (MIN.-NOM.) APA RATED PLYWOOD, EXPOSURE 1 (COORD. w/ ARCH.), TO METAL STUDS WITH 012 TEK SCREWS AT 4" O.C. AT PANEL EDGES AND AT 12" O.C. FIELD, BLOCK ALL SHEATHING EDGES (48" O.C. MAX.). STAGGER SHEATHING EDGES 16" MiN., I -STUD SPACE. 6. CONNECT ROOF SHEATHING, 3/4" (MIN.-NOM.) APA RATED PLYWOOD, EXPOSURE 1 (COORD. w/ ARCH.), TO METAL STUD JOISTS WITH 012 TEK SCREWS AT 4" O.G. AT PANEL EDGES AND AT 6" O.G. FIELD. STAGGER SHEATHING EDGES 16" MIN., 1-JOIST SPACE. FOR SHEATHING WIDTHS 24" AND LESS: ALL SHEATHING EDGES ARE TO BE BLOCKED. INSTALL PLYWOOD CLiP AT ALL UNBLOCKED/UNSUPPORTED SHEATHING EDGES (TYP.) 1. COORDINATE WALL SHEATHING REQUIREMENTS WITH ARCHITECTURAL DRAWINGS/MANUFACTUER'S REQUIREMENTS. 6. COORDINATE ALL DIMENSiONS/ELEVATIONS WITH ARCHITECTURAL DRAWiNGS/MANUFACTUER'S REQUIREMENTS. METAL STUD FASTENING NOTES: (UNLESS NOTED OTHERWISE) i. REFER TO PLAN, DETAILS, AND WALL SECTIONS FOR MINIMUM STUD SIZES. 2. MINIMUM CLIP ANGLE TO BE AS FOLLOWS- 3 5/8" STUDS = L311 x 1 1/2" x 14 GA. x 0'-3" (MIN.) 6" STUDS = L3" X 1 1/2" X 14 GA. X 0'-5" (MIN.) 6" STUDS = L3" X 1 1/2" X 14 GA. X 0'-1" (MIN.) 3. METAL STUDS AND/DR CLIP ANGLES SHALL BE CONNECTED TO METAL STUDS WITH: (4) 010 TEK SCREWS AT 3 5/6" STUDS (5) 010 TEK SCREWS AT 6" STUDS (5) $10 TEK SCREWS AT 8" STUDS 4. METAL STUDS AND/OR CLIPANGLES SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (3) 0.145"4) RAMSET POF's OR EQUAL. 5, METAL STUDS AND/OR CLIP ANGLES SHALL BE CONNECTED TO CONCRETE AND/OR MASONRY w/ (2) 1/4110 x 1 3/4" TAPCON SCREWS. (AT 6" AND 8" STUD USE (3) TAPCON SCREWS). 6. CONTINUOUS METAL STUD TRACKS SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (2) 0.145"0 RAMSET PDPS. OR EQUAL AT 16" O.G. MAXIMUM, 1. CONTINUOUS METAL STUD TRACKS SHALL BE FASTENED TO CONCRETE AND/OR MASONRY WITH (1) i/4"4) x 1 3/4" TAPCON SCREWS AT 16" O.C. MAXIMUM. 8. FASTEN METAL TRACK TO EACH METAL STUD WITH (1) 010 TEK SCREW EA. LEG AT EA. STUD, S. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. CLIP ANGLES SHALL MEET OR EXCEED THE STUD GAGE. SEE FASTENING REQUIREMENTS ABOVE. 10. STUD/TRACK/CLiP SiZES AND GAGES AND FASTENER SIZES ANp QUANTITIES SHALL BE VERIFIED BY DELEGATE SPECIALTY ENGINEER AND INCREASED AS REQUIRED. GENERAL NOTES: i. PROVIDE COMER BARS AT ALL CORNERS AND INTERSECTIONS OF FOOTINGS AND THICKENED SLAB EDGES. REFER TO 3/54.1 FOR ADDITIONAL INFORMATION. 2. PROVIDE CORNER BARS AT ALL CORNERS OF CONTINUOUS CONCRETE BEAMS AND MASONRY TiE BEAMS. REFER TO 8/542 FOR ADDITIONAL INTERSECTION. 3. REFER TO SHEET 513 FOR TYPICAL NOTES. 4. REFER TO SHEET S13 FOR SCHEDULES AND LEGENDS. 5. REFER TO SHEET 613 FOR TYPICAL DiMENSION/ELEVATION NOTES. ro. C ) INDICATES TOP OF BEAM. C 7 INDICATES BOTTOM OF BEAM. < > INDICATES BEARING ELEVATION. 1. REFER TO PLAN FOR SPECIFIC MASONRY CONTROL JOINT (MCJ) LOCATIONS, COORDINATE EXACT LOCATIONS WiTH ARCH. EXTERIOR ELEVATIONS. REFER TO 1/542 AND 2/842 FOR TYPICAL MASONRY CONTROL JOINT DETAIL AND SPACING. 6. REFER TO ARCHITECTURAL DRAWINGS FOR ALL OPENINGS. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS WiTH MANUFACTURER'S REQUIREMENTS AND NOTIFY ARC141TECT/ENGiNEEER OF ANY DISCREPANCIES. S. REFER TO ARCHiTECTURAL/PLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS. STEP FOOTINGS AS REQUIRED (2/54.1) AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. REFER TO 2/812 FOR TYPICAL CONDUIT/PIPE DETAILS. 10. CONTRACTOR TO COORDINATE ALL SLOPES, DEPRESSIONS, AND SLAB OPENINGS w/ ARCHITECTURAL/ MEP DRAWINGS PRIOR TO CONSTRUCTION. REFER TO 10/54,1 FOR TYPICAL SLAB STEPS, i1. REFER TO 11612 FOR WIND DESIGN CRITERIA. DIMENSION/ELEV,ATiON NOTES: I. REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS AND ELEVATIONS. 2. ALL DIMENSIONS AND ELEVATIONS SHOWN ARE BASED ON DIMENSIONS AND ELEVATIONS PER ARCHITECTURAL SHEETS. 3. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND ELEVATIONS SHOWN WITH ARCHITECTURAL SHEETS AND MANUFACTURERS REQUIREMENTS AND NOTIFY ARCHITECT/ENGiNEER OF ANY DISCREPANCIES. rADHESiVE ANCHOR NOTES: i. ALL ADHESIVE ANCHORS ARE TO BE INSPECTED IN ACCORDANCE w/ ACI 318, ACI 355, AND THE MANUFACTURER'S REQUIREMENTS. 2. ALL ADHESIVE ANCHOR INSTALLERS ARE TO BE CERTIFIED IN ACCORDANCE w/ ACI 318 AND THE MANUFACTURER'S REQUIREMENTS. 3. CONTRACTOR TO COORDINATE ADHESIVE ANCHOR INSPECTIONS AND INSTALLER CERTIFICATIONS AS REQUIRED. 4. A COPY OF ALL INSPECTION REPORTS/INSTALLER CERTIFICATIONS SHALL BE SENT DIRECTLY TO THE OWNER., ARCHITECT, STRUCTURAL ENGINEER, AND THE GENERAL CONTRACTOR REWSIONS BY x ` ` E c S � r _ U `� N ✓ y Cn G ►--� G � Lo o r .L i E dm ° c T ci ai 1 CV C; �j x � zw ,e F PO,E E. Mo�io ,���• 000G E N '. 46665 *%1+�V TATE OF �i��S'•<�0 R IQ�`��?� MOHAN ENGINEERING INC. amia eeggo George E Mohan P2 f..65 13M1 M. lhebau h io2 •Iam *L 33826 Phone (t"3 475-5963 0. •0 V) r _ In m Q � 7 (� V U) O ° Z > L o rn °' M=CL a LA- N m Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: G.M. Drawn: Y8 & RS Job: 21-082 Sheet S1.3 REVISIONS BY v x M Y r ti U Z N ,ri I�ti C' V In cj if; N C E i ►~/ IC S � • L �1 E r M I :jai:'... a _H w y ,,f,1k11tllllot��� GE 46665 * COI I '14 s • O �� STATE OF 00:� S:L0ORIQ�,'�� MOHAN ENGINEERING buctwd 9f48N5 George E Mr- FL P.F 13MI N. tbebm Aw 03u a 792 • Tanya, tt 3X28 Pfione 475-59&3 L 0 �aM� >. M • �/ M c m Q U vi c°� Z o m�a LA- a Q N a0 Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: G.M. Drawn: YB & RS Job: 21-082 Sheet S2.1 JOIST MANUFACTURER NOTES: 1. ALL JOIST BRIDGING TO BE IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE (SJ1) MINIMUM REQUIREMENTS U.N.O. 2. MECHANICAL EQUIPMENT WEIGHTS AND LOCATIONS TO BE VERIFIED PRIOR TO JOIST/GIRDER FABRICATION. G.C. COORDINATE WEIGHTS/LOCATIONS w/ SPECIALTY TRADES AS REQUIRED. ROOF DECK LEGEND METAL ROOF DECK TO BE 1 1/2" DEEP, 22 GA., GALVANIZED, TYPE "B". FASTEN ROOF DECK w/ (1) 5/8" DIAMETER PUDDLE WELD5 AT EACH SUPPORT AND (11) 010 TEK SCREW SIDELAP FASTENERS EQUALLY SPACED BETWEEN SUPPORTS (PER 36" WIDTH). METAL ROOF DECK TO BE 1 1/2" DEEP, 20 GA., GALVANIZED, TYPE "B". FASTEN ROOF DECK w/ (1) 5/8" DIAMETER PUDDLE WELDS AT EACH SUPPORT AND (14) 010 TEK SCREW SIDELAP FASTENERS EQUALLY SPACED BETWEEN SUPPORTS (PER 36" WIDTH). MEZZANINE FRAMING PLAN NOTES: 1. MEZZANINE FRAMING TO BE STEEL BEAMS. JOIST SPACING = SEE PLAN. JOISTS EQUALLY SPACED BETWEEN SUPPORTS U.N.O. 2. CONTRACTOR/ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING. 3. JOIST BRG. ELEVATION = t9'-5 5/8" 4. METAL FLOOR DECK TO BE 1-1/2" DEEP, 22 GA, GALVANIZED TYPE "B". FASTEN FLOOR DECK w/ (4) 5/6" DIAMETER PUDDLE WELDS AT EACH SUPPORT AND (1) 010 TEK SCREW SIDELAP FASTENER EQUALLY SPACED BETWEEN SUPPORTS (PER 36" WIDTH). REFER TO 1/54A. INSTALL 23/32" FIRE -RETARDANT PLYWOOD SHEATHING ABOVE METAL DECK. FASTEN SHEATHING w/ 012 TEK SCREWS AT 6" O.G. MAX. EACH WAY. 5. PROVIDE CONTINUOUS STEEL ANGLE L2"x2"A/4" AT DECK EDGES U.N.O. ROOF FRAMING PLAN NOTES: STEEL JOISTS 1. ROOF FRAMING TO BE PRE-ENGINEERED STEEL JOISTS. JOIST SPACING = SEE PLAN. JOISTS EQUALLY SPACED BETWEEN SUPPORTS U.N.O. 2. CONTRACTOR/ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING. 3. REFER TO ROOF DECK LEGEND FOR METAL ROOF DECK. SPECIFICATIONS AND FASTENING. REFER TO 1/54A. 4. ROOF SLOPE = REFER TO ARCH. j 5. JOIST BRG. ELEVATION= <VARIES> REFER TO PLAN. 6. PROVIDE CONTINUOUS STEEL ANGLE AT ALL DECK EDGES UN.O. REFER TO 5/54A, 6/54A AND 1/54A. 1. REFER TO STRUCTURAL NOTES/SPECIFICATIONS FOR "SP" JOIST NOTES. 6. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR EXACT SIZE AND LOCATION OF REQUIRED MECHANICAL OPENINGS. CONTRACTOR TO COORDINATE SIZE, WEIGHT, AND LOCATION OF MECHANICAL EQUIPMENT AND PENETRATIONS WITH MECHANICAL EQUIPMENT SHOP DRAWINGS PRIOR TO JOIST FABRICATION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES FROM THE STRUCTURAL DRAWINGS. REFER TO 2/54.4, 3/54A, AND 4/84A. NOTES: 1. REFER TO SHEET 513 FOR TYPICAL NOTES, SCHEDULES, AND LEGENDS. INDICATES HORIZONTAL VALLEY BEAM (8-LOCATIONS): BRIDGING EQUALLY SPACED 6" 16 GA. METAL STUD BETWEEN SUPPORTS w/ (6005162-54) w/ 6" 16 GA. X-BRIDGING AS SHOWN (TYP.) METAL TRACK ((o00T125-54). T55 (21'-4") INDICATES CONT. UPLIFT TB5 (24'-0") (TYP.-TOP /PARAPET BRACE) BRIDGING AT FIRST BOTT. PRECAST CONC. LINTEL LI (TYP.-TOP /PARAPET BRACE) CHORD PANEL POINT AS AT SCUPPER OPENINGS HATCH INDICATES 6", 18 GA. SHOWN (TYP.) (TYP.) COORD w/ ARCH. STUD (6005162-43) PARAPET BRACE EA. END AND AT 16" O.C. PROVIDE MECH. CURB MAX, REFER TO 1/532, 3/532 AND FRAMING (NOT SHOWN TYP.). 8/543. REFER TO 2/54A, 3/64.4, REFER TO 4/543 AND 4/64.4. T52 (TYP. 10-LOCATIONS) <15'-il 1/2"> STEP MAS. (TYP.-JOIST 5F43.) UXO. V J015t BRG. RTU NOTE: WEIGHT INCLUDES 1500 MAX. HATCH INDICATES METAL STUD WEIGHT FOR PRE-ENGINEERED M.C.J. INDICATES MASONRY WALL. REFER TO WALL LEGEND. EXTEND ALL LINTEL 25 -4 CURB (TYP.) U.N.O. NOTIFY CONTROL JOINT. REFER TO <15 I1 1/2"I > 2 REINF. FULL LENGTH OF ARCH.IENG. OF ANY GENERAL NOTES. JOIST BRG. WALL (2" CLR.) AT BRG lea'-4" 5'-4" 4/54.4 (TTYP.-RTU) U.N.O.DISCREPANCIES. RER TO 25'-4" �e 11 AT LINTELS L4, L4A, L5, ------------- - ----- -- ----- - ---- --------- ---- --- AND L6 (TYP.) _ - - Abc 6 '� 'i 21'-4° '} _ '�c 12'-8" 12'-8" S4.4 TOP/MAS. v , le I• - PARAPET STEP MAS. �tTill, - - I -- - I - . - -..._ .__ _. .._.............,..._ _. - _ ....---- - - -- - -- - - ......_.....---._...__........ Abe _ T _..---..._..._.... Id - - _ _- _ .. 4 BEARING) . _.........._ TB (DECK BE RING (NESTED) y- d1 t16' 0 C12Y 0.7 (NESTED) VERIFY TOP/MAS.: JOIST BRG. (MATCH SOTT./DECK) �l 4 5 -0 4 5-5/8 4 5-5/8 4 5-5/8 5 -0- /(13) SPACES AT 4' -'41- EQ. \� EQ.' Nvl� � ! c� c9 to _ C12x20.7 (NESTED) % I s / L (0 j m j co gin' x cn ! cn 1 x - - x x x_ W N LL! 16 K2 (n N W N W N LLI (n l N iY 0 U N ° /' ' + `� Q 0 i N N N U i t- _° i ; 1 I <C Y 1 Q r Sl J/%A Q Q/ Q /� > � > HATCH INDICATES ROOF DECK. -- r REFER TO LEGEND. STEP MAS. > > > r- 1 STEP MAS./ s . _ --- -�: / :E-- <16'-8"> ( 1- EF 2 1- - �t ttl cA 1 2 C U) JOIST BRIG cn i 850" c� I t16 -8 �, 0) S3.2 O CU_1 p , p p TOPAIAS. I�. S3.2 TB4 (DECK BEARING) ++, 3500 '� 'J 22 - <16'-g C12x20.7 (NESTED) c4 Y!COY_ JOIST BRCS ---- -, --- - PA , co STEP MAS. _ - - - _ ____ __ ____ -- '---- - ' - I' AA, n S3 2 _ - -== - -- --- - T54 (DECK BEARING) --___----.------- • I t ......... ......... ... ......__...... ....... ......... ......... ... ................ .......................................................................... ........._.. .... ..... ................ j L5 s II I 2 A5c 1 1 Abc S3.1 I I I + - i I 1 9 -N I - ------ - ------------- - - -- <18'-8"> ! -- N-- - -- - - - - - -- - VERIFY 1 i I S4.4 "' '" x- i- 6 -0 19 -4 i - - _ JOIST BRG. -i TOP/MAS. I : (11) SPACES AT F" \ \ >� 1' i /4" O (MATCH BOTTIDEGK) n 1------- -~�'� --- ------ --- --- -- ' ------------- �\ ------ ----- } - :J I - 25 4 ------__--,---------- �►�-- -- - I C. i \ \ I I tt ;... W4x 13 1 �t T81 (il) SPACES AT I I (4) SPACES AT _ ...... _ - ...... - - _ _ -_ _ _ _ _ m - t5 6 O.C. W14x22, (TYP.-DECK BRG.) UN.O, [ ;; ;� REFER TO 9/54.4 (51M.) (TYP.) <lr -8 1/2 > 5 ! f4 -11 5/8 O.C. 12K1 JOIST BRG. I S4.4 ...... I ----._... ------- , t: REFER TO 4/543 HATCH INDICATES MASONRY WALL. I ! - ---- _ _ ---+ (TYP-2 -LOCATIONS). i REFER TO WALL LEGEND. ._.-._ _.._. i"�"�!;/y,f„',;:%.. J L_ _.r._. J<lri:. :. .- _. _ _l._ -.- _._ _.- _ _.- _-_ i (2) VERT. REINF. AT WALL L2 -_„- �- - - - - - -- - - - _! ENDS (TYP.) I 22'-8" 2'-0' If 8° REFER TO -7/54A INDICATES ADDITIONAL zi SPECIFIC REINF. (TYP.) <14'-0"> STEP TIE BEAM w/ SLOPED ROOF, FOR DECK LEDGER. JOIST BRCS. REFER TO 10/542. REFER TO 1/84.4 CANTILEVER HS5 2-1/2"x2-1/2"x5/lr" 3 2 FOR DECK LEDGER CANTILEVER I 1 T52 w/ 2'-0" (MIN.) BACK5PAN (FULLY d LEDGER ANGLE AT OVERHANG S3.1 (10'-0") WELDED). CONSTRUCT SIM. TO 10 (6'-0" MIN. BACKSPAN). 5/54.4. RECE55 TOP RAKED/GONG. TIE BEAM A5 REQUIRED (TYP-2 S4.4 (3) YERT, REINF. AT CORNERS TOP/MAS. LOCATIONS). TBI (TYP.) REFER TO 3/542. REFER TO MECH. FOR COND. (TYP.-JOIST BRG. AT TOP/MAS.) U.N.O. HSS 2-1/2"x2-1/2"x3/16" INDICATE5 PRECAST UNIT FRAMES AND T53 KNEE BRACE. GONG. LINTEL. REFER CONNECTIONS. COORD w/ ARCH. (TYP.-TOP/ MAS, PARAPET) U.N.O. REFER TO 6/543. TO PLAN AND SCHEDULE CONTRACTOR TO COORD. STORAGE MEZZANINE NOTE: PRECAST CONC. LOCATIONS, ATTACHMENT, AND LINTEL L1 (TYP.) U.N.O. WEIGHTS OF EQUIPMENT w/ JOIST T54 (125 PSF LL) A MANUFACTURER (TYP.) (TYP.-TOP/RAKED MAS. WALLS) REFER TO MEZZANINE FRAMING PLAN NOTES. L2 AT MECHANICAL DUCT INDICATES HIGH ROOF. OPENING - 40" MAX. WIDTH REFER TO SHEET 823. TOP/OPNG. = BOTT./L INTEL. COORD. w/ ARCH. AND MECH. REFER TO 2/83.1 FOR ADDN'L INFO. ROOF RtAMNG MAN SCALE: 3/16" ■ 1'-0" REVISIONS BY ;Ir f C �x :J U_ N ti 5 3 � z�1 f x-} d''1 zr gg.. ME 46665 s * u'11'u i STATE OF •� •,1 .►�'FSSi 6O MOHAN ENGINEERING INC. Rag1 9 George F_ Mohan P.E e6665 13051 1 LhbaF� AN193, e,02.Tampa' FL 33US Phone (eta) 475-5983 Uj �- � � M LO Q U vi L) c 0 ° Z > L U) s C- m Q m _ >t1 LL. 0 a N a� m� Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: G.M. Drawn: YB & RS Job: 21-082 Sheet S2.2 - i .111 i 4 : i.i .La -ia ,,AW Altlfi,fidli i i i iu 1114� IVr9 1 }—V 1 1�1.---- 1 VV — i II; ; F— . REFER TO PLAN AND SCHEDULE NOTE: PRECAST GONG. LINTEL L1 (TYP,) UN.O. NOTE6: 1. REFER TO SHEET 513 FOR TYPICAL NOTES, SCHEDULES, AND LEGENDS. 2. REFER TO SHEET 52.2 FOR ROOF FRAMING PLAN NOTES AND JOIST MANUFACTURER NOTES. mlonuj /. I%MW � I t Mp FRA MAN SCALE: 3116u = I1-011 REVISIONS By v V (''M Lr_ 4^ x E F M :J . O • J C C E E .G v z M Nay �R `fai E A, � Wo V.1 V �E1 yes ,`�{{{IIIIIfllll E• Mp��i ++`` �t3E g�.,..yy� s s 48665 * 1+14 TATE OF XN s�10NAi{", MOHAN ENGINEERING INC. RaSbuchird gs 9 G—ga E. Flahan FL P.£ $Ifi8&5 13051 N. ,Wq' 102 •Tanpo, 1 33626 Pharo (gf3 475-5983 C Q MLO m Q = U V; c°� v ~ E vmi Z m m �,, � cL _ � LA- N Q z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: G.M. Drawn: YB & IRS Job: 21-082 Sheet S2.3 PARTIAL FOUNDATION PLAN AT LICEN5E PLATE READER SCALE: 1/4" = 1'-011 C <z s 21-611 ° z t . . 1 1/2" CLR TO TIES a °t V � d Ciro) % VERTICAL BARS. 1 I I PRE-ENG. TRUSS FRAMING BY OTHERS. CONC. PIER COORD. w/ ARCH. AND CARWASH MFR. DRAWINGS 1 1/2" N.S. GROUT 1 3/4" CHAMFER 1 30" 0 CONCRETE PIER ----------- w/ (16) Oro PERT AND 03 TIES AT ro" O.C. MAX. e--- (FIRST 3-TIES AT 3'1 '77 - O.G. MAX. TOP/BOTT.) ig e i PAYING BY OTHERS. e TRU58 FOOTING w/ CONC. FIER SCALE: 3/4" = I1-011 NOTE-S: I. REFER TO SHEET 813 FOR TYPICAL NOTES, SCHEDULES, AND LEGENDS. 2. REFER TO ARCH. AND CARWASH MFR. DRAWINGS FOR LOCATION AND ADDITIONAL INFORMATION. WIND DESIGN CRITERIA: FLORIDA BLDG. CODE 1th EDITION (2020) - BUILDING SOLID FREESTANDING WALLS AND SOLID SIGNS/OTHER STRUCTURES (PER ASCE 1-16) 1. BASIC WIND SPEED = 121 MPH (ULTIMATE) = 39 MPH (ASD) 2. RISK CATEGORY = I (PER ASCE 1-Iro TABLE IB-1) 3. WIND EXPOSURE = 4. qz 33.8 PSF (ULTIMATE) G ole Cf IB4 5. WIND PRESSURE: 443 PSF (ULTIMATE) 26.6 PSF (ASD) 3 UJIND D SIGN CF'ITEiRIA NOT TO SCALE �rr�1�1 REVISIONS BY ,; Go Q A ` <1 x i—� c 4 o ^- u c, Qi i ~ E C 1 Amis H Am 05 n�cyyy. . ,,1�111111fi11�� E. .*`� ROE 46885 •: �• STATE OF •� 000*0000*0 /0NA111%��,, MOHAN ENGINEERING INC. �SbUabrd �Qtii T498 el RagglaW George E Nohan FL P.E ji6885 13051 W.L6e6•�gh A'..�`r 102 •T FL 33626 Phone `et 3) 475-5983 LS 0 1 V C Q M .� 3 m Q = � U � v i` o m m -C cL _ o. t+- o tv Q m Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: G.M. Drawn: YB & RS Job: 21-082 Sheet S2.4 __r T REVISIONS BY N E RM ghmi 46665 tOl) 11 0 TATE OF 0•A% 0 NX NX 0 N #1001111§10 MOHAN ENGINEERING INC caromdft strjctwd FL Ga g. F '1M51ILk~h,N3�M55WL 33626 0 X < 0 m LL- U0 Cp 0 :E 0 > L- 5, CL CIL LLL.a 0 114 4) z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: G.M. Drawn: YB & RS Job: 21-082 Sheet S3• 1 11 !1 1 1� ILI -1,1.111 111111 1 1 11 Ll I Ji NONE METAL STUD FRAMING PER — CONTRACTOR'S DELEGATE SPECIALTY ENGINEER. REFER TO METAL STUD FRAMING NOTES (51.3) (TYP.) UN-0. ROOFING. REFER TO ARCH. TIE BEAM. REFER TO PLAN AND SCHEDULE. x : I 'x x x TOP OF MASONRY x 1 ,x x 25'-4" xl* 1 x x BOTT. OF FRAMING CONT. 14 GA. - BENT PLATE. 24'-0" FASTEN TO MAS. TOP OF TIE BEAM wl (2) 1!4 TAPCONS AT MASONRY WALL. 0" O.C. MAX. REFER TO PLAN 14 GA CLIP AND WALL LEGEND. ANGLE EA. STUD. r. ROOF SHEATHING. REFER TO PLAN. rl = METAL STUDS. REFER TO PLAN. 1 14 GA CL I P 1 ANGLE EA. STUD. PRECAST CONCRETE LINTEL. *• CONT. 14 GA. REFER TO PLAN AND BENT PLATE. METAL ROOF DECK SCHEDULE. .. FASTEN TO = (SIM.) REFER TO 13/54.' FOR BEAM BELOW REFER TO PLAN. CONT. EM 5ED PLATE w/ (2) 014 TEK 7 ROOFING. PRE-ENGINEERED AND CONT. H55 SCREW``' AT REFER t0 ARCH. 9 STEEL JO1ST. S4.4 �" O.C. MAX- S4.4 FER TO PLAN. METAL ROOF DECK = REFER TO PLAN VARIES BOTT. OF LINTEL METAL STUD FRAMING PER CONTRACTOR'S DELEGATE SPECIALTY ENGINEER. REFER TO METAL STUD FRAMING NOTES (513) (TYP.) U.N.O.x x x x x x 5 •' A - . 5OTT. OF 121-011 BOTT. OF EXTERIOR SLAB/ SIDEWALK REFER TO ARCH./CIVIL (TYP.) f— STEEL BEAM. REFER TO PLAN. -STIFF fiE 311ro A. E FACE AT NESTED PRE-ENGINEERED CHANNEL (8/543) STEEL JOIST. AND 5'-0" O.G. MAX. REFER TO PLAN. INSTALL CONT. 2X BLOCKING BETWEEN DECK FLUTES BELOW TIE BEAM. REFER TO METAL STUD WALL PLAN AND SCHEDULE. (TYP.). REFER TO \ 10/543 (SIM.) PRECAST CONCRETE LINTEL. REFER TO PLAN AND SCHEDULE. 16CLATION JOINT. SLAB -ON -GRADE. REFER TO PLAN. '--� x x '"' z1..y,. ey -aaf -`- i� ^ - x if ` ,it -T x x • THICKENED SLAB EDGE TEI. REFER TO PLAN AND SCHEDULE. of -oil OP/SLAB VARIES TOP/TUNNEL SLAB VARIES e DECK BEARING i .• II :.................. . .......... . . .: _. ...:...:...-:.:..,. - : _. ,.- ........:::....:::.::_.:.:,::.::::::::::.:.. TUNNEL CEILING TIE BEAM. REFER TO METAL ROOF DECK \ - REFER TO PLAN. PLAN AND SCHEDULE. MASONRY WALL. 121 REFER TO PLAN . , PRECAST CONCRETE BOtt. OF BEAM AND WALL LEGEND. LINTEL. REFER TO PLAN AND SCHEDULE. ISOLATION JOINT. SLAB -ON -GRADE. REFER TO PLAN. REFER TO PLAN. THICKENED SLAB EDGE TE1. REFER TO PLAN AND SCHEDULE. 01-011 =/SLAB VARIES L SLAB TIE BEAM. REFER TO PLAN AND SCHEDULE. REFER TO 3/83.2. ROOF SHEATHING. REFER TO PLAN. METAL STUDS. REFER TO PLAN, �1 I i _._.._.... ...._...... x x I WALL $=C I ION s WALL SECTION TALL SECTION SCALE: 1/2" = V-0" REF.: 3/45b SCALE. 1/211 ■ V-0" REF.: 2/A5b Sr —ALE: 1/2" = V-0" REF.: I/A5b ROOFING. REFER TO ARCH. METAL STUD FRAMING PER CONTRACTOR'S DELEGATE SPECIALTY ENGINEER REFER TO METAL STUD FRAMING NOTES (813) (TYP.) U.N.O. 211-4t1 TOP OF TIE BE MASONRY WALL. REFER TO PLAN AND WALL LEGEND. PARTIAL COURSE AS REQUIRED. 12'—Ai'll BOTT. OF FRAMING/ BOTT. OF BEAM PRECAST CONCRETE LINTEL. REFER TO PLAN AND SCHEDULE. METAL STUD FRAMING PER CONTRACTOR'S DELEGATE SPECIALTY ENGINEER REFER TO METAL STUD FRAMING NOTES (613) (TYP.) U.N.O. TRENCH GRATE BY OTHERS. REFER TO ARCH. \\ \\/j,/\\//, I ■ REVISIONS BY 00 u� M _ Q E C c �--� E �N i; ME fl ",. lip, E. �1pti�i RGe . .......... . o ��G E N g�.•Is :• 46665 1- �• STATE OF •� 'C���. f�NA11111 rrM.,,O,,.H,r,A�NN,,,,ENGIIN�EERING INC. "`^""YyReg rf'9 George £ Nohan P.£ #46885 IM51 N. lixbouo Arq�Su1�s 1g2.Tanpa. FL 33626 Phone tm 3) 471,115 tt? .:3 3 M c = m Q t°� =v �' 0 ° Z > v m m�CL a tL_ tv Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: G.M. Drawn: YB & RS Job: 21-082 Sheet S3.2 CONSTRUCTION JOINT TO BE USED AT CONTRACTOR'S OPTION AT BAR LAP NOTE: REQUIRED MIN. BAR LAPS PERT. REINS. ADJACENT TO OPENING. REFER TO 1/2 "0 SMOOTH DOWEL ANY CONTROL JOINT LOCATION AT MASONRY WALLS: FILLED CELL SCHEDULE. x 1'-6" AT 16" O.G. U GREASE AND WRAP 1 1/2" 1­_+'6 ONE END. 13_/9Ei lt_�II LLL 1ICC// lL "5 BAR = 30" (TYP.) = BAR 36" (TYP.) EXTERIOR (INTERIOR SIM.) \\n— � � ,Y•. ° . ° (1) 05 TRANS. a• d n ": PRIMARY BARS INTERIOR \\L� :A I ° CONCRETE FOOTING' I THICKENED SLAB ��� -MASONRY WALL. TO N REFER PLA PLAN VIEW (2) "3 x 2'-6" AT _- - -- �- - ! EDGE I . '' ;� HORIZONTAL JOINT MID -DEPTH OF SLAB AT III _ 1 _ =1 1 = =1 1 CONSTRUCTION JOINT DETAIL I a { r!° �- !� •. !t t - REINFORCING AT 16" O.C. VERT REINF. OPENING/RE-ENTRANT CORNER TYP. INTERIOR EXTERIOR 1 111— 3/l6 SAW -CUT JOINT CUT " ! Z { , . • • { ! 1 ° , .! le -aa"I.il — — 1/2" ISOLATION JOINT REFER TO PLAN. (INTERIOR SIM.) *5 AS SOON AS POSSIBLE P BLE d d° 6 {.. d !' �! a EXTERIOR SLAB/SIDEWALK (1) CONT. 1/2" ISOLATION JOINT FILL JOINT WITH AFTER TROWELLING ° LIQUID SEALER, Iu +- a , X , ° '- — '— ——� °11 WWF. w OR GRADE. REFER TO ARCH /CIVIL. EXTERIOR SLAB OR ® 1!4 THICKNESS OF SLAB tt14� a 6 " ° d •. s da <L ®`�' ! �, d ' a ' �-= - ` +.,____ E_� _ e U EE SIDEWALK REFER TO ARCH, FOR STEP AND SLOPE. - � Q_ .4 CL— — — x• X• - TOPJ5 ABN NOTE: STEP/SLOPENOT ° a d 3 �° d •° `ti � � � REQUIRE AT INTERIOR D R SLAB 1' `X°i �-'� %° 30 BAR � t Q — - ; UN.O. GOO RD. wJ ARCH. e ° I ° Q d LAP SPICE (TYP.) d° .. @ BAR LAP 0 BAR 4 LAP CsROUT ALL CELLS _ —III-� III-- — I II ', ii II _ . 4X. d X X k X %X ° ... ..- °.`- MATCH SIZE AND d ° ,_ u i MIN 2 0 2 -0" MIN. SOLID BELOW SLAB — — — — II I II : — — — I II II d) iC _ ! t1p d : .: : -- - —1—::-_-- —III-- III _. - —III —III I_I_-I III o SPACING OF FOOTING REINFORCING. d CORNER SPLICE BARS TO BE - ' _ = = I - GROUT ALL CELLS I I —III- - - CUT EVERY OTHER 1 �~ SAME SIZE AND QUANTITY AS ,°, ,d '. ° I I i---.III= III= _ _ SOLID BELOW SLAB III III=III=II1 CANT !Y COL JOINT DETAIL WIRE AT JOINT. W a STD ACI 90e HOOK 1 d ° Q d ° - - PRIMARY BARS. . a ° ` ° d III— (TYP.) d) _—I I _I NOTES: — -:.... - 1 -0 •a a.. _= REFER TO i 1. GUT SLAB AS SOON AS AGGREGATE DOES NOT DISLODGE U _ ..... I FOUNDATION PLAN! d `° IIII (MUST BE WITHIN 12 HOURS OF CONCRETE PLACEMENT). - TYPICAL INTERSECTION O� CORNER SARS -1 ( I , I' —I E FOOTING SCHEDULE. ;- 2. HAND Tool JOINT To FACE OF WALL WHERE SAW DOES AT CONTINUOUS FOOT INGS/'THICKENED SLAB EDGE REFER � NOT REACH. NDA N PLAN/ 11 3 CLR 3. PLACE REINFORCING AT MID -DEPTH FOR SLABS LESS FOOTING SCHEDULE. m 1 II11 i- THAN 5" THICK. PLACE REINFORCING 1/3 SLAB DEPTH _I1-1 3" CLR (FROM TOP) FOR SLABS 5" THICK OR GREATER U CONSTRUCTION / CONTROL JOINT 2 5TEPP D FOOTING 3 T�I'PICAL. CORNER DETAIL (D�,�Tll�%�ALL FOOTING SECTION SCALE: 3/4" = 1'-0" NOT TO SCALE E: 3/4 SCALE: 3/4" = I'-0" BAR LAP NOTE: REQUIRED MIN. BAR LAPS AT MASONRY WALLS: BAR LAP NOTE: REQUIRED MIN. BAR LAPS AT MASONRY WALLS: REFER TO 5/54.1 FOR ADDITIONAL INFO. BAR LAP NOTE: REQUIRED MIN. BAR LAPS AT MASONRY WALLS: COORDINATE LOCATIONS w/ ARCHITECT. USE ONLY 05 BAR 30" (TYP.) AS REQUIRED. S BAR = 30" CTYPJ = 05 BAR = 30" (TYP,) % BAR = 36" (TYP.) 1% BAR = 36" (TYP.) �(o BAR = 36" (TYP.) MS "z" BARz AT EA. END AND (4) *5 CONT. 16" O.C. MAX. (2-TOP/2-BOTT.) "�f1'-011 �f ii W.WF. Vo CLR _ X d a 0-W.W.F. MASONRY WALL. MASONRY WALL. MASONRY WALL. . W.W.F. .r REFER TO PLAN. - REFER TO PLAN. REFER TO PLAN. 1 ;* •d c :� AX x a: .x HORIZONTAL JOINT 6" CONCRETE POUR —I _ VERT. REINF. „ _ ...: 1/2 ISOLATION REINFORCING AT 16 O.G. w/ C1) *5 CONT. VERT. RE(NF. cc� CLR-i'-0'" 1/21' ISOLATION REFER TO PLAN JOINT EACH SIDE VERT REINF. REFER TO PLAN. 1/2" ISOLATION 1/2" ISOLATION - REFER TO PLAN U I'-0" 8" MAX -STEP JOINT EACH 61DE JOINT EACH SIDE JOINT EACH SIDE 12 "Wx12 "DP (MIN.) W.W.F• EXTERIOR SLAB/SIDEWALK HORIZONTAL JOINT THICK SLAB EDGE W.W.F._ HORIZONTAL JOINT - OR GRADE. REFER TO U W.WF. �} REINF. AT 16" O.C. W.WF. (i) 05 CONT. REINF. AT 16" O.C. (TYP.) U d ARCHJCIVIL. {K QL (TYP.) I SLOPE .� SEE PLAN w U ut - d x X a -� SEE PLAN - SEE ARCH. TOP/SLAB SLOPE SEE PLAN SEE ARCH. N OL -� SLOPE Lu n' SEE ARCH. SEE PLAN p� x x°=.. x - - TOP/SLAB i8.). X°— X Z (j _- : .+— ,z{ Y .4 - TOP/SLAB Xe x- X- �' d —`--'— d (�� ""' .a. �q TOP/SLAB .�—'X 'n z 1 N -- -- — - I III:.' - • {L I — — �' — — — — 4 •-' - I. — — t -_— -- GROUT ALL CELLS -III _ I I _ -j .' 1.1.E �.__._ �..1._I. •d •_ I —I I -I 111— SOLID BELOW SLAB I — I !—III _ __: III ..._..I I L........I-.-.-..III=-- II II I w . :— -_ _ —i— ! I -_—III—I ! —I 1— fill III III III —III —(1) «5 CONT. (TYI`'J -_ a _ %• -- —III NI— 8 L III= d GROUT ALL CELLS ,. _ _ p I 1=III= "- GROUT ALL CELLS. _ SOLID BELOW — d I— _ d I I i= a X SOLID BELOW I - GROUT ALL CELLS e :-III..._..: <�, SLAB (TYP.) E- a d' I— 4 MAX, STEP = WWF. SLAB CTYPJ e ° SOLID BELOW i _ ,d ... .___ (' .,... ---- REFER TO I I d°.� SLAB (TYP.) .. a ll FOUNDATION PLAN/ FER TO 1I I �. I rrrn I I II — — ;x X REFER TO {}� 311 CLR FOUNDATION PLANT -� I I , ,I FOOTING SCHEDULE. =,i Q_aX x �t 1 `I FOUNDATION PLAN/ 311 CLR U FOOTING SCHEDULE. U 311 CLR L -- _-I FOOTING SCHEDULE. m 311 GLR III 11„III m m IIII11;1 8„ 11 2" MAX. STEP 6 INTRIO? WIL SOOTING 7 EXTERIOR WILL FOOTING SECTION INTERIOR uJALL SOOTING STPPi� SLA3 SCALE: 3/4 1 -0 SCALE: 3/4 1 0 _ " SCALE. 3/4 1 0 SCALE:SCALE: REFER TO 11/84.1 FOR ADDITIONAL INFORMATION. 8" (MIN.) CONCRETE GONt. 11_2-1/2"4-1/2"xl/4" (HD.(1) S CONT. CONT. L2-!/2"x2-1/2"xl/4" (HID. GALVJ POUR w/ (1) S CONT. GALVJ w/ WELDED 1/2"0 x roll 04x2'-0" w/ WELDED 1/2"Ox6" A.B.'5 AT 16" O.C. 1/2" ISOLATION A.B.'S AT Iro" O.C. (MAX.) HOOKED BARS (MAX.) (1) *5 CONT. (TYP.) JOINT EACH SIDE � FORM/POUR w/ '�5 HORiZ. AT 12" O.C. MAX. W.WF. EXTERIOR SLAB/ AT 12" O.G. MAX. W.W.F. CONT. WELDED LI-1/2"xl-1/2'Ix1/4" (H.D. GALV.) u�t ER TO CONT. WELDED L1-1/2"xi-1/2"x114" REFER t0 VARIES W.WF. } ARCH./CIVVIIL 2bJA5e. ;. TOP/SLAB SLOPE SLOPE TOP/SLAB EXCEPT AT CONVEYORS SEE ARCH. - SEE ARCH. VERIFY n ' . •. , ° y d 3X.—r x r TOP/SLAB v x -^.- _X. X' x g X°--- x"= x ° d............................................ rd< - CONT. PE 1/4"x3" (H.D. GALV.) a - w/ 1/2"4�x6" AB.'S AT 16" O.G. GROUT ALL CELLS SOLID 04 AT 16" O.C. MAX --- • (MAX.) (TYP.) _ LL KEY JOINT (TYP.) ... Q- b ...._ . VERIFY . _ `' roll SLAB w/4 AT 3" FROM --- -...l '- ' • !I I • _ "4 AT 32" O.G. MAX f `_ TOP/12" C1'1U GROUT ALL CELLS 12 O.C. MAX. EDGES AND " EACH WAY. __ _ _ ._ fI • �_ .. - �(TYP.) SOLID (TYP.) ° - 12" CMU (KO. BLOCK - a - - FORM/FOUR R MONO w/ - w/ (1) *5 CONT. AT TOP !�j' - G ro SLAB. `a roll COURSE) VERIFY n VERIFY a KEY JOINT (TYP.) (MIN.) l -5'-40. ) ° TOP/SLAB 0 TOP/SLAB . �. . d . a ° ® dg • • r d '�"EDGES A311 SLAB w! �'S T FROM d A I T TRASH P T „_ .,..,,.. d 2" O.C. MAX.'� AND 1 e 77 SET PVC PIPE .e EACH WAY. % S" SLAB w/ *5 AT 311 FROM 01 , (PER CAR WASH EDGES D 12" O.G. MAX. Q� ^ 6'1 -1Q. 3" GLR. MFR.) INTO SLAB 611 { 3" GLR EACH WAY. (MIN. U (TYP J OR STEP SLAB SIM lM(NJ U (TYP./ TO 2 /54.1. S" SLAB w/ 05 AT 3" FROM EDGES AND 12" O.C. MAX. EACH WAY. EY77EINC DTA(L 12 SECTION-TI-IRI, Ti2NC�CORfi�Lr4TOR 3 Ti�,4s�•-I-'I' DTI LE: 3/4 1 -0 REF.: 5/A5e SCALE: 3/4 1 0 REF.: 3/A5e SCALE: 3/4 1 -0 REF.: ro/A5e REVISIONS BY C"W �e Q 'r :J C � ,r- r✓ .a G :r r �. EAlli x a P .. PA o 46665 ' STATE OF MOHAN ENGINEERING INC. 'OI�I�R$eg�IlOtyl � _ #%665 George E MMm FL P.E `f8885 13MI ■. iltebm A 182 •TanDa, 7 33628 Phone 13 .07 —5983 V L� < M •� �/ ; M t m Q U vi =o �' o ° Z > i v rn Q ma m � ILL. Q m � Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: G.M. Drawn: YB & RS Job: 21-082 Sheet S4.1 COORDINATE LOCATION OF COORDINATE LOCATION TOF NOTE: MASONRY CONTROL JOINTS MASONRY CONTROL JOINTS PROVIDE 6" BEARING EA. HORIZONTAL JOINT REINFORCEMENT WITH ARCHITECTURAL WITH ARCHITECTURAL PROVIDE (1) VERT. BAR IN END OF LINTEL. NOTCH AT FIRST AND SECOND BLOCK ELEVATIONS/STUCCO JOINTS. ELEVATIONS/STUCCO JOINTS. ENDS TO ALLOW VERT. MAX. SPACING = 32'-0" U.N.O. MAX. SPACING = 32'-0" U.N.O.GROUT FILLED CELL AT RE INF. TO BE CONT. COURSE ABOVE OPENINGS. 02 HAIRPIN TIES CORNERS AND INTERSECTING RUN CONTINUOUS OR EXTEND AT 16" O.G. WALLS. REFER TO PLAN FOR 2'-0" MIN. BEYOND OPENINGS. ADDITIONAL REINFORCEMENT. ° _ VERTICAL BAR IN PRECAST CONCRETE U-LINTEL. GROUTED CELL AT --- - - r - -�- - -- �EACH SIDE OF JOINT. - • :.' O O I I O O MASONRY OR REFER TO 4/542. ° CONCRETE TIE BEAM. PRE -MOLDED RUBBER W-- 1 Ul REFER TO PLAN.wINSERT I (1) VERT. BAR IN PREFABRICATED ° _ N J TEE JOINT c0 i I EACH ADJACENT I I REINFORCING UNITS. Z I i I GROUT FILLED I I q i \ i CELLS. REFER LAP PORIZ. JOINT ° _ U U D(SCONT. JOINT REINFORCING REINF. (o (MIN.) TYP. AT MASONRY CONTROL JOINT j i TD PLAN FOR \\VV # I ADDITIONAL �4 � 0- REINFORCEMENT. � I �\ VERTICAL BAR IN GROUTED CELL AT \� NON- INTERLOCKING° — EACH SIDE OF JOINT. ,�\ ° _ Q DISCONTINUE PORIZ. _.. d JOINT REINFORCING AT PROVIDE (3) VERT. BARS HORIZONTAL JOINT ......... ° ------ MA50NRY CONTROL IN GROUT FILLED CELL AT REINFORCEMENT. I JOINT, CORNERS AND INTERSECTING REFER TO 5/84.2. __------- ---------- ............ QIDEN �► WALLS. REFER TO PLAN FOR - - ' RAKE JOINT AND ADDITIONAL REINFORCEMENT. - - I — ° PROVIDE SLOTTED POLE CAULK IN BOTTOM OF LINTEL FOR PLACEMENT REBAR CONTINUE JOINT FROM TOP OF +� • `.: • PRE -MOLDED RUBBER INSERT 1 i j O O �Q♦ AND GROUT. FOOTING TO BOTTOM OF ROOF TIE --�- PRECAST CONCRETE U-LINTEL-._.._.._._.__...- _...-. _-- BEAM. DO NOT CUT TIE BEAM I i `� ♦ REFER TO PLAN AND RAKE JOINT AND CAULK ♦ = 811 REINFORCING AT C.M.U. JOINT. PREFABRICATED ��s�, ♦ ♦ CONCRETE LINTEL SCHEDULE ° SEE ARCH. FOR MIN. PROVIDE DUMMY JOINT IN CORNER JOINT 't'J 6„ ♦ FOR ADDITIONAL INFORMATION TOP/WINDOW POOR CONCRETE BEAMS. i I REINFORCING UNITS. i I LAP PORIZ. JOINT REINF. (MIN.) SEARING ON MASONRY 6" (MIN.) TYP. TYPICAL RE INF. DETAIL AT CORNERS 1 MASONRY CONTROL JOINT DETAIL 2 MASONRY CONTROL JOINT DETAIL 3 AND TNT RS CTINC- UJALLS 4 T�I'PICAL PRECAST LINTEL DETAIL 5 T1�PICAL �%I�E�CA�6T LENT L D T,4IL IDTH I,yJ DTH,, tL 3" MAX. (TYP.) CORNER BARS SAME QUANTITY, SIZE, AND NOTES: LOCATION AS LARGEST I. REFER TO PLAN AND SCHEDULE FOR TIE BEAM. X TOP BARS, BOTTOM VERT. REINF. ADJACENT TO d 0- BARS AND INTERMEDIATE 2. 8" MAXIMUM TIE BEAM STEP (TYP.) U.N.O: OPENINGS PER PLAN. _t z BARS FROM DISCONTINUOUS BEAM LOCATE B STEPS AS REQ'D. w/ SLOPED ROOF. OFEN (TYP.) -- -... fQ N = 11Z11_BAR TOP AND 0 BOTTOM TO MATCH TYP. TIE BEAM -, -- - 30 BAR 0 LAP 30 BAR 0 LAP REINFORCEMENT. LOUVER OR DOOR./WINDOW 2'-0" MIN. 2'-0" MIN. 2'-6" X (L TYPICAL INTERSECTION OF CORNER BARS LAP SPLICE (TYP.) w FRAME/GLAZING F- AT CONCRETE WALLS, SEAMS, AND TIE SEAMS = � NOTE: CONTINUOUS BAR LAP TO BE 30 BAR 0 (2'-0" MIN.) VARIES I TO -/TIE 1 - IDTP IDTH w �} BEAM I �' I� ......... CORNER BARS SAME TOP/T I E - - - -- , QUANTITY, SIZE, AND U x< 6 Y ° BEAM (L LOCATION AS LARGEST cn _ 1/4"0 TAPCON SCREWS AT 4 TOP BARS, BOTTOM �- 8" O.C. MAX. (MIN. 1 1/4" -i ? BARS, AND INTERMEDIATE 9 x y K.O. BLOCK wl (1) 05 CONT. EMBED. INTO MASJCONC.) $ BARS FROM EXTEND HORIZ. REINF. INTO q �4 DISCONTINUOUS BEAM CELL ADJACENT TO OPENING. �;, (TYP.) .. ...... HORIZONTAL JOINT II N U REINFORCEMENT AT FIRST AND -- N SECOND COURSE BELOW IF7 48 BAR 0 LAP 48 BAR 0 LAPL-4 MASONRY TIE BEAM. OPENINGS. RUN CONTINUOUS 2'-6" MIN. 2'-6" MIN. OR EXTEND 2'-0" MIN. BEYOND P.T. 2x WOOD BUCK INSTALL WOOD BUCK ONLY SHOWN FOR REFERENCE OPENING. COORD. w/ ARGH. AS REQ'D PER WINDOW TYPICAL INTERSECTION OF CORNER BARS ONLY. CONSTRUCT (FIRE -RETARDANT A5 REQ'p.) MANUR COORDINATE WITH AT MASONRY WALL AND TIE SEAMS SIMILAR AT STEPPED ARCHITECT. NOTE: CONTINUOUS BAR LAP TO BE 46 BAR 0 (2'-6" MIN.) GONG. TIE BEAMS. TYPICAL DETAIL AT I�JINODI,U SILLS (DR DTR OPNINC�Si 7 SUCK CONNECTION -L�ATION 8 TYPICAL COcNR I�AR DETAIL 9 NOT ISO 1 STPPD Tf �3AM DETAIL SCALE: 3/4 1 0 SCALE: 314 1 -(� NOt t0 SCALE � SCALE: 3/4 1 -0 COORDINATE EXTERIOR COORDINATE EXTERIOR REFER TO 11/54.1 FOR SLAB/SIDEWALK w/ ARCH. 5LA5/6IDEWALK w/ ARCH. CONT. LI-3/4"xl-3/4"xl/411 ADDITIONAL INFORMATION. AND CIVIL DOUBLE-WYTHE AND CIVIL DOUBLE-WYTHE (H.D. GALV.) w/ WELDED MASONRY w/ MASONRY w/ 1/2"Ox3" A.B.'S AT 16" O.G. HORIZ. JOINT HORIZ. JOINT (MAX.) REINF. AT 16 " O.C. REINF. AT ]to" O.G. MAX. BETWEEN MAX. BETWEEN GRATING WYTHES. (TYP.) WYTHES. (TYP.) (BY CARWASH MASONRY WALL. MASONRY WALL. . INSTALLER) REFER TO PLAN, REFER TO PLAN. W.WF. VERT. REINF. VERT. REINF. SLOPE SLOPE REFER TO PLAN - REFER TO PLAN _ _ SEE ARCH. SEE ARCH. HORIZONTAL JOINT HORIZONTAL JOINT _ VERIFY REINF. AT 16" O.C. REINF. AT I6 "' O.C. X _ _ X.,d-__...__ SLAB • d (TYP.) -. ..... .._ (TYP.) d . < 1/2'" 16CLATION JOINT 1/2" 15OLATION JOINT EXTERIOR EXTERIOR / 1 .. SLAB/SIDEWALK SLAB/SIDEWALK } OR GRADE. U ::::: OR GRADE. SLOPE SLOPE 211 .. `� F , //i//i//`/% SEE ARCH. ARGHR/C� IL. SEE ARCH. ARG NGD IL. i, J °"5 Z-BARS ,/\\ W _ _ AT DRAIN i,. \,AT 16'" O.C. %/ W.W.F. SEE PLAN W.WF. ul SEE PLAN 8„ •MAX.\\\ _ TOP/SLAB TOP/SLAB r w GROUT ALL CELLS _ 1 GROUT ALL CELLS 61 w \ \\ SOLID BELOW SLAB - - cr) SOLID BELOW SLAB Iff (TYP.) (TYP.)REFER TO a d FOUNDATION PLANT 3'" CLR. � REFER TO 3" CLR � U FOUNDATION PLAN/ U FOOTING SCHEDULE. FOOTING SCHEDULE. a�eECT12 s5sT �cRE SHINETRENCH DETAIL CALE: 1'-0" : 3l4" 1'-0" 13 " = I 11 REVISIONS 81f J N O U �y C% 1—� N O 1 N 1 v 1111111fill o 46665 s I W • • * I • 0:0 STATE OF 0.0 R ID a,2� �lil IONA�11Ee.�� NN ENGINEERING INC hMO.HaA�r i George E Mahan FL P.E #46865 13051 l Umba A 701.Tampa. 'IL 33626 Phone 13 475-5863 O = (fj tt7 m = Q U V) C m O ° Z > L o m Q m,a- t1 tL a C N Q m Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: G.M. Drawn: YB & RS Job: 21-082 Sheet S4.2 mol�mniolleml��m�rnm�onmm�im I m� (2)'"3 x 2'-6" AT ' SEE L CONNECTION SHOWN FOR GRAPHICAL *FILLET WELD = 1I1ro" LESS MID -DEPTH OF SLAB (T"I P.) SEE SCHEDULE REPRESENTATION ONLY. REFER TO THAN SOLID WALL AT LOCATION w/o C.J. I (TYP.) STRUCTURAL STEEL SECTION OF STRUGT, THICKNESS NOTES/SPEC FOR ADDITIONAL INFORMATION. W 0 o WELDED GAP PL 1/2" AT TOP OF W/2 W/2 BASE fE w/ F1554-Gf;Uro NOTES: COLUMN. o ® ANCHOR RODS w/ I. VERIFY DRAIN SIZE WITH ARCHITECTURAL/PLUMBING DRAWINGS. LOCATIONS wFER TO PLAN FOR / BEAMS/ LEVELING NUTS' REFER TYP. * PERPENDICULAR EXTEND TO SCHEDULE. 2. REFER TO ARCH(TECTURAL/PLUMBING DRAWINGS FOR ADDITIONAL COLUMN/CAP 2-1/2" AS REQUIRED. soli � M�4TERI� � JOINTS REQUIREMENTS. L 0AT- I� ll H.S.S. COLUMN. I 0 i i 0 I I I SLAB -ON -GRADE. cv REFER TO PLAN, I I CONT. EMBED L2" x 2" x 3/1&" I I -_ CONNECTION SHOWN FOR 0 I 1 ! I o REFER TO PLAN. (H.D. GALV.) w/ 1/2"4, x 6" WELDED - ! I �• I I GRAPHICAL REPRESENTATION p I 10 W.W.F.HEAD STUDS AT V' D.C. MAX. - ONLY. REFER TO STRUCTURAL i f SECONDARY POUR _ ! ! WELDED STEEL BAR GRATING STEEL SECTION OF STRUCT. I ! MIN i i 04 AT 12'" O.G. BY OTHERS. COORD. w/ ARCH. ° NOTES/SPEC. FOR ADDITIONAL I I i 1/2" ISOLATION JOINT 2'-0"? z INFORMATION. 1 ! _ CJ. I 0 1/2" ISOLATION WWF. �d STEEL BEAM. i 1 {, m JOINT I I . REFER TO PLAN. 11 SEE PLAN - - - - - - - - BOLTED SHEAR PLATE I f 2 I t . I i k =°x TOP/SLAB - - - - - - - Y — m == CONN. AT COLUMN w/ 3/4" I ° ° Y —• S4.3 a i ' - z ° • ° ° • + a . 44- `a DIA. A325 BOLTS IN wZ I I Q rt _ _ - CID ° (NOTE d � ° ` � w13/16" DIA. HOLES I f ' I �� i �d ►I III II I� �� ° — — - BOLTS IN SINGLEOL I I _I 1t2" N.S., _ w ga -_ _ _ - SHEAR). SHEAR PLATE SECONDARY _ u w —III—III=1 I=' > � -� I ► 6A41 GROUT N N 3 I I -I - THICKNESS TO MATCH w/ I POUR - - - - - _ _ -� . . • .. • = I � y � —1 I (-� � I; �BEAM WEB (MIN.) I I „ „ „ „ TIE BEAM OR CONCRETE I i 1 U1�. ° ilil- II' —III; ° • ., DOU L L5 x5 x318 x 0-ill HSS COLUMN. L ®- ®®®- - - LINTEL. REFER TO PLAN ® ®®- J - *4 AT TOP w/ (2) 3/4" 0 SIMPSON SET-XP REFER TO PLAN. I ADHESIVE AN S EACH AND SCHEDULE. i __ (EACH SIDE), BOTt. I -- =1 1' I I -III a4 U-BARS AT �� ANCHORS �� _ BASE PLATE LEG (6-3/4 EMBED, 8 GA. (EACH SIDE), AND g" VERIFY 8" 12" D.G. MAX. „ - 1 M EACH WAY) AND (3) 3/4 0 - BEAM SIZE BOLTS W8, C8, MGS 2 ROWS W1O, CIO, MC1O 2 ROWS W12, C12, MC12 3 ROWS MC13 3 ROWS W14 3 ROWS C15 4 ROWS WI& 4 ROWS W18, MCIS 4 ROWS W21 5 ROWS W24 6 ROWS W2I i ROWS W3O 8 ROWS H.S.S. COLUMN. ANCHOR BOLT/PLATE. - 2 O.G. AX. (EACH THRU-BOLTS IN 1 I REFER TO PLAN. REFER TO SCHEDULE. 13 cLR ! 1 I SIDE AND BOTT.) SHORT -SLOTTED HOLES. I i REFER TO FOUNDATION / += I ! PLAN/FOOTING SCHEDULE. 0 () - ' WALL AND TIE BEAM SHOWN I I f0 FOR REFERENCE ONLY. REFER TO PLANS FOR Gad UI,"il�l aOT I1�lC� -.PLAN .CJ.,�" . GDLLi FOOTING �r% NG .,� ,� DRAIN � �� � i-30LT CLUSTER SPECIFIC CONDITIONS. 5E AM - GO�.0 N CONNECTION SCALE: 3/4" = 1'-O" SCALE: P 1 -0 SCALE: 3/4 - V-011 CONT. }SENT fE 1/4"x4"x4" ROOF SHEATHING. WELD TO EACH JOIST. REFER TO PLAN, SPLICE OVER JOISTS (TYP.). FASTEN TO EXTERIOR WALL MASONRY w/ 1/4"0 METAL STUDS. SHEATHING. REFER REFER TO TAPCON SCREWS AT REFER TO PLAN. METAL STUD WALL. TO PLAN AND METAL REFER TO PLAN 16" O.G. MAX. AND WALL LEGEND. NOTES FRAMING STEEL i3EAM. 5/543. 14 GA CLIP SEE PLAN. ROOFING. ANGLE EA. STUD. 14 GA. CLIP - � REFER TO ARCH. ROOF SHEATHING ANGLE EA. STUD. REFER TO PLAN. CONT. 14 GA. BENT G I i I 1/8° 2 -1l2 ° PLATE. FASTEN TO FASTEN DECK TO ! I I STEEL CHANNEL w/ (2) 014 P. I -1 i i COLUMN. JOIST BRG. PLATE. ROOF DECK TEK SCREWS AT 6" _ STEEL BEAM wI REFER TO REFER. TO 6/S4A REFER TO PLAN.11 (2) 5l8" DIA. i O.C. MAX. I 01 i I PLAN. „ Q AT 6PUDD O.C. MAX. I k s I I SEE PLAN STEEL CHANNEL j - °;'f j 5; (NESTED). REFER TO PLAN. METAL ROOF DECK- JOIST/BEARING REFER TO PLAN. I VARIES DECK BRG. FASTEN TRACK TO MASONRY WALL. I I STEEL BEAM w/ REFER TO PLAN I i (2) 014 TEK SCREWS 3/8"x4" (MIN.) AT 6" O.G. MAX. HORIZONTAL JOINT TYP WELDED GUSSET °' ° k I - INSTALL CONT. 2x STEEL BEAM. PLATE (TYP) °�`° I I > REINF. AT 16°' O.C. (TYP.) 3/16" PRE-ENGINEERED I I REFER TO PLAN. _,,. BLOCKING BETWEEN STEEL JOIST. VEFE TOPEINF. - TO STUD REFER TO PLAN. I REFER TO PLAN. REFER TO 2/54.4 DECK FLUTES BELOW H55 2-1/2"x2-1/2"x3/16'° METAL STUD WALL °, °° I ! FOR JOIST STIFFENER AS DIAGONAL BRACE °\ ° i I TIE BEAM. REQUIRED. (TYP.) w/ SLOTTED ENDS. REFER TO PLAN - ° I I AND SCHEDULE. METAL DECK. REFER TO PLAN. 6 -10 I f 50TT.Jr- I I GUSSET STEEL JOIST. VERIFY I I REFER TO PLAN. W.P. -yvREFER TO 6154.4 v G IaN 5ECTION SECTION NOT USED ��G�fON SCALE: 3/4 - 1 -0SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" �V_O- . j SEE PLAN n (3) FULL -HEIGHT STUDS (MIN.). JOIST 5fan. SDUDSIASAREQ D eY FULL -HEIGHT COLD -FORM STEEL FRAMING I SPECIALTY ENGINEER REFER TO STRUCTURAL SPECIFICATIONS. I METAL STUDS. 13 REFER TO 11/543. x i x I _ - S4.3 REFER TO PLAN x) x METAL STUDS.x x L3"x3"x12 GAxO,-5I, (MIN. ' I -- - -- CONT. METAL TRACK AND 11/543. CLIP ANGLE TOP AND 14 BOTT. w/ (4) 010 TEK PL 2" x 4 1/2" x 18 GA. 54.3 REFER t0 I1/543. 1 1/2 ", I ro GA. CHANNEL. SCREWS EA. LEG (L.L.H.) w/ (2) 01O TEK SCREWS EACH STUD I I -- -- -- AT 24" O.C. MAX. 1 I 1 CONTRACTOR NOTE: REFER TO 11/843 FOR CONT. METAL TRACK EACH FACE OF STUDS REFER TO 14/543 ! FASTENING OF METAL (REFER TO 12/643) COORDINATE MINIMUM METAL (STAGG.) ISIM.-INVERTED) FOR SEE FLAN TRACK (TYP.) U.N.O.L2"'x2'"x16 GAxO'-5" (MIN.) FASTEN TO CONT. STUD x SILL FRAMING (NOT COORD. w/ ARCH. STUD GAGE FOR WINDOW/DOOR CLIP ANGLE w/ l4) "10 w/ (2) ROW OF 010 TEK x X x AND WINDOW/DOOR MFR ATTACHMENT w/ MFR INCREASE x REQUIRED AT FULL METAL STUD GAGE AT REQUIRED �' TEK SCREWS EA. LEG SCREWS AT 12 O.G. x I HEIGHT OPENINGS.) I (TYP.-JAMBS/HEADER/SILL) U.N.O. 1.� MAX., STAGGERED x x I ! x x CONT. NESTED METAL STUD x x 14 GA. CLIP ANGLE (REFER TO 11/543) 12 I � AT 48" O.G. MAX. HEADER/SILL I DOOR/WINDOW i ASSEMBLY (TYP.) U.N.O. METAL TRACK (REFER S4.3 , TO 11/543), FASTEN TO NESTED 1 1/2" x 1 I/2" x 16 GA. CLIP ANGLE. METAL STUD w/ 410 TEK SCREWS j I FASTEN TO STUD w/ (2) 010 TEK AT 12" O.C. MAX. EA. LEG. SCREWS EA. CONNECTION. SEE PLAN CI) �10 TEK SCREW EA. NOTES XX TOP/BEAM LEG AT EA. STUD (TYP.) 1. INCREASE HEADER TRACK, SILL TRACK AND JAMB STUDS GA. AS REQUIRED FOR NOTES: PRODUCT APPROVAL INSTALLATION 1. METAL STUDS TO BE 6", 18 GA. (roOO S162-43) MIN. AT 16" O.C. MAX. (TYP.) U.N.O. INSTALL METAL STUD BLOCKING REQUIREMENTS. REFER TO WALL LEGEND (513) FOR ADDITIONAL INFORMATION (MATCH WALL STUDS) AS 2. REFER TO PLANS FOR LOCATIONS w/ 2. METAL TRACK TO BE 6", 16 GA. (600 T125-43) MIN. (TYP.) UN.O. REQUIRED AT SHEAR WALL DIFFERENT STUD/TRACK SIZES AND GAGES REFER TO WALL LEGEND (613) FOR ADDITIONAL INFORMATION. (TYP.)3. REFER TO 51.3 FOR METAL STUD FRAMING NOTES AND METAL STUD FASTENING NOTES. LOCATIONS, REFER TO PLAN. 4. INCREASE STUD/TRACK EA. AS REQUIRED TO MEET PRODUCT APPROVAL INSTALLATION REQUIREMENTS. S. LOCATE (2) FULL HEIGHT STUDS (MIN.) AT WALL ENDS w/ 14 GA. CLIP ANGLE AT BASE. t!TUi ANC1+4O ,AGE �r4t 'AL 51RACING.J" G�'ON 11 SCALE: N.T.S. REFER TO 14/54.3 FOR CONNECTION OF STUDS (TYP_) 1 SCALE: N.T.S. 13 SCALE: N.T.S. 1 SCALE: N.T.S. REVISIONS BY y -o co x :J �--, '—' cT . •---• E 2 rmh .. pt, 0 E E. E N 46665 O•: STATE OF ,0 S; *t6O R i�P'"d�2� ��M,,..O,�.HddA�NNENGINEERIShickind[rN_GG�rI—NNCCa. w�YyRegtstry 49s George F_ Mohan FL P.& /1Cs885 w Phone. 13 475-5963,m .ran _ •0 V r C Q M L0 .� 3 NJmQ _Jo U Vi v c � Z > >v in- a. Q _ Q. L`_ 0 tmi Q � m � Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: G.M. Drawn: YB & RS Job: 21-082 Sheet S4.3 _ - �.,1. � , . iu , ;� ,�� .��,,� �a.e e:u���.. d i i �,�,lu, , s m�:,m , i . LA-1i, a L�� � i� I �— - � � -- 014-10 x 6" (MIN. - PENETRATE MAIN WALL OF CURB) TEK CONT. L3"x3"x14 GA. w/ (2) 010 TEK SCREWS GREATER THAN 3 " AI ZRTU SCREWS AT 4" O.C. MAX. FROM AT I EACH DECK FLUTE C6 O.C.) EA. AND 8" O.C. MAX. PUDDLE WELD AT SUPPORTS. L3"x3"A/4" (TYP.) I I I CORNER CONT. PLATE I/4"x4" w/ 1/2" I I 5EE PLAN NOTES FOR SIZE AND PATTERN. DECO K FOR OPENINGS 12'I AND GREATER REFER P.T. WOOD NAILER/FILLER STUDS ------------------ ---- LUIL)7d { STEEL JOIST TO MECH. CURB i AT 24" O.C. WELD DECK - - - - ® �- FRAMING DETAIL FOR --- FASTEN CURB TO METAL At roll O.C. TEK SCREW FASTENERS EQ. ° - ----_ --- z METAL DECK O ANGLES SUPPORTING I I I I i i I I DECK/BLOCKING/FRAME SPACED AT SIDE LAPS ,a MECH. UNITS. i I I I I i ANGLE w/ 012 TEK SCREWS BTWN. SUPPORTS. SEE - I I AT 12" O.C. MAX. (4-SIDES) ° PLAN NOTES FOR SIZE AND ° I I I I I I FACTORY PATTERN. ° ° JOIST TOP CHORD I I I I I I ROOF TOP ROOFING SYSTEM. ° 1 1 i i I I CURB REFER TO ARCHITECTURAL I I 1 I I I ROOFING. REFER - -- - ° L4"x4"xl/4"xO'-4" I I I I -- - - - TO ARCH. -- FILLER DECK SHEET- -- ° LONG (x4) FOR I I 1 I I I -------------- AS REQUIRED. - -- --_ OPENINGS 12" OR II II --- GREATER. INCREASE 1 I ° AS REQUIRED WHEN ------------------------ -------- ------------ ----------- STEEL SUPPORT. r °f t° t ° p SUPPORTING RT U.'s i 1-1/2" WIDE x 18 GA. PT 2x4 MIN. (MATCH CURB WIDTH FOR FULL BRG.) O il JOIST OR BEAM. ! r -- dad ! d WELD L2-1/2 x2-1/2 A/4 I I ROOF OPENING. / I METAL STRAP 4" MAX. SOLID BLOCKING- WITHIN METAL ROOF DECK. i I o I f t ° EACH SIDE OF JOIST f I I VERIFY SIZE 4 LOCATION i i FROM EACH CORNER DECK FLUTES. COORD. REFER TO PLAN. i 1 1 t 1 1 FROM LOCATION OF LOAD z I I I I w/ TRADE INVOLVED. i t i t II AND 24 O.G. MAX. FRT REQUIREMENTS w/ I. I CANT. i r d ----- TO NEAREST PANEL 1 1 i i (4-SIDES) w/ C3) 012 TEK ARCH. STEEL ROOF JOIST a I• • STEEL l_ J 1 METAL DECK POINT (ON OPPOSITE I I I I SCREWS AT CURB AND REFER TO PLAN. _ ROOF t r t °f ° CHORD OF JOIST) �� TYP. (2) .145" 0 PDF'S AT DECK 101 ° GREATER THAN 3 FRAME ANGLE - �� (12 MAX.) t 1 t r ° RTU SUPPORT FRAME RAKED GONG. TIE BEAM. VERIFY ° NOTES: JOIST WEB STIFFENER REFER TO PLAN AND e- --- ° -- 1. STIFFENER REQUIRED WHERE POINTS LOADS 1. LOCATE L3"x3"xI/4" (MIN.) FRAMES AROUND ALL ROOF OPENINGS, U.N.O. STEEL JOIST SCHEDULE. WELD AT 6" O.G. MAX. - -- - ---- OCCUR BETWEEN JOIST PANEL POINTS. REFER TO MECH, CURB FRAMING DETAIL (4/84.4) FOR EQUIP. FRAME MASONRY WALL. AT PERIMETER ANGLE SIZES. ROOF TOP UNIT FRAME SCHEDULE REFER TO PLAN. a 2. JOIST STIFFENERS NOT REQUIRED FOR UNIT WEIGHT ANGLE 812E POINT LOADS: 2. CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF OPENINGS PRIOR F. ' NOTES: � 100 L55 AT TOP CHORD TO STEEL FABRICATION. 0 - 615 Ibs L4"x3"A/4" L.L.H. TO P REFER TO PLAN REFER 1. MINIMUM DECK BEARING AT END SUPPORTS = 2 1/2" <_ 100 L55 AT BOTT. CHORD 6-(6 - 1500 Ibs L4"x4"x3/8" i 3. FRAME 1S REQUIRED FOR ALL OPENINGS 12" AND GREATER 15O1 - 3000 Ibs Leo"x4"x3/8" L.L.H. HORIZONTAL JOINT FASTEN 2x FASCIA w/ j 2. MINIMUM DECK LAP OVER SUPPORTS = 2" 4. REFER TO JOIST STIFFENER DETAIL FOR JOIST STIFFENERS AS 3001 - 6000 Ibs Lro"x6"x3/8" REINR AT 16" O.C. (TYP.) 010 TEK SCREWS AT REQUIRED. 6001 - 8000 Ibs L811x6'Ix'1l16" L.L.H. 12" O.C. MAX. INTO ANGLE AND METAL 4 M TAL DEC< ATTACHMENT 2 JOIST STIFFENED. DETAILo ROOF OPENING/EQUIP. FRAMING 4 1" TECH. CURS FRAMING 5 SECT ION TRACK NDT TO SCALE NOT TO SCALE NOT TO SCALE SCALE: P = 1'-0" 10 SCALE: 3I4" = V-0" 2"-24" 2" EA. END CONT, L4"x4"xl/4" wI CONT. HSS 2 -1/2 "x 2 -1/2 "x 1/4" 211-24„ ROOFING. REFER R ARCH. 3/4"0 SIMPSON SET-XP oil ADHESIVE ANCHORS AT i I I METAL ROOF DECK FL 114"xro" x 0'-8" 24" O.G. MAX. IN GROUTED REFER TO ARCH. REFER TO PLAN. w! (2) 1/2" DIA. x roll 211 411 2" = MAS. (ro-314" EMBED). G.G. I I STEEL ROOF JOIST HEADED STUDS `^` REFER TO ARCH. TO VERIFY EXIST. MASONRY (� SEE PLAN I t REFER TO PLAN. � GROUTED SOLID AND GROUT p - TOP/MASONRY I � I GONT. L3"x3"x3/I6" SEE PLAN SOLID AS REQUIRED (TYP.) REFER TO 8054.4 FORUNK TIE BEAM. I- _ JOIST ERG. PLATE. REFER TO 6154.4. WELD TO EA. JOIST. = TOP/MASONRY SPLICE REFER TO PLAN GONT. 1E 1/4" x 4" w/ .- P-2 5PL10E OVERD TIE BEAM. AND SCHEDULE LOCATE SPLICE BTWN. 1/2"4, x 6" HEADED CONT. L5"x3"x5/16" (LLV). J 015TS (TYP.) REFER TO PLAN METAL ROOF DECK VERT. ANCHOR BOLT SPACING STUDS AT 24" O.C. OPT. H88 WELD TO EA. JOIST. SPLICE -:. AND SCHEDULE REFER TO PLAN. TOP REFER TO PLAN. STEEL DECK ANGLE. CONSTRUCTION OVER JOISTS (TYP.) T YP.—IIKii ._ --- PLATE 3/8'Ix3`IxO1-8" JOISTS 1/8" 2-112" - VERT. RElNF. PRE-ENGINEERED REFER TO �fIS4.4 FOR REFER TO PLAN STEEL JOIST. _ i DECK ANGLE FASTEN DECK TO _ - - REFER TO PLAN. � II CONNECTION t0 WALL. 0, -8 METAL ROOF DECK PLATE/HSS w/ WELDS SEE PLAN METAL ROOF DEGK 4" (MIN.) _ TYP. 1/4" 4" 411 4" REFER TO PLAN. At roll O.G. MAX. JOIST/BRG. REFER TO PLAN BEARING VARIES /ti I DECK BRG. 5EE PLAN JO15T BRG. ,, _ u _ ,v ._.. TIE BEAM. REFER TO PLAN AND -- O O O _ --- •�I --� - REFER O P � --- ----DECK BRG. it 2 1/2 TO STUD FASTEN 2x FASCIA w! _ TIE BEAM. REFER TO ` SCHEDULE. STEP AS REQUIRED. REFER TO �� I 4 PRE-ENGINEERED i ROOF JOIST. 20 TEK SCREWS INTO T ANGLE. 2 1/2" = PLAN AND SCHEDULE. , _ - 10/54.2 I � 1 REFER t0 PLAN TO STUD FOR JOIST BEARING _-- _-__ ____ _ VARIES < I I • TIE BEAM. REFER t0 BOTTJTIE BM. RAKED GONG. TIE BEAM. ELEVATIONS GREATER THAN BRIDGING. REFER TO PLAN AND PLAN AND SCHEDULE. n_ MASONRY COURSING, PACK REFER TO PLAN. - � ... �� � SCHEDULE - N.S. GROUT (2" MAX.) BELOW MASONRY WALL. �' MASONRY WALL. _ THE BEARING PLATE PRIOR L2 -1/2 "x2 -1/2 "x3/16 "x0'-ro'° w/ REFER TO PLAN REFER TO PLAN. TO SETTING JOISTS. 1/2"4) EXPANSION ANCHORS �� !� II L2 1/2 x 2 1/2 x 3/16 x 0 -4 PRE-ENGINEERED OPTION: INTO GROUTED MASONRY VERT. RE INF, BRIDGING. w/ 3/4"0 EXP. BOLT INTO VERT. REINF. STEEL JOIST. PARTIAL COURSE BELOW CELL. G.G. TO FIELD VERIFY REFER TO PLAN REFER t0 PLAN. GROUTED MASONRY CELL. REFER t0 PLAN REFER TO PLAN. - K0. AS R.EQ'D. TO MAINTAIN AND GROUT CELL SOLID AS H012120NTAL JOINT FULL MASONRY COURSING REQUIRED (TYP.) HORIZONTAL JOINT - VERT. REINF. HORIZONTAL JOINT INF. AT fro °' O.C. (TYPJ AT JOIST BEARING REINF. AT ]roll O.C. REFER TO PLAN REINF. AT ]roll O.C. (TYP.) - ELEVATION HORIZONTAL JOINT (TYP.) - - - VERT. REINF. RE INF. AT iro " O.G. (TYP.) MASONRY WALL. REFER TO PLAN REFER TO PLAN. MASONRY WALL. � JOIST r4RINC� REFER TO PLAN 7 Dec ARINC� 8 DEc< LEDGER SPLICE 9 DECK 5EARINC� �- � � SECTION 13 1 31 SCALE: 3!4 1 -® ml i II SCALE: 3/4" = 1 -0 I SCALE: 1 1/2" = 1 -011 I it SCALE: 3/4" = 1 -0 11 i II SCALE: 3/4 = 1 -0 REFER TO ARCH. REFER TO ARCH. HEADER BLOCK AT HEADER BLOCK AT TOP/WALLS w! (1) *5 TOP/WALLS w/ (1) *5 CONT. EACH AND *'4 U CONT. EACH AND 04 U METAL STUD FRAMING PER 1_ it BARS x 1 4 LONG AT BARB x 1'-4" LONG AT CONTRACTOR'S DELEGATE 2 O.G. MAX. 24" O.C. MAX. SPECIALTY ENGINEER. REFER -- ------------------------- 301 0111 ..::...... i ux 30 -0 TO METAL STUD FRAMING x , 1 O x.. - TOP/PARA E - TOP/PARAPET METAL STUD FRAMING PER NOTES 1513) CTYP.) UN.O. x x I xx a CONTRACTOR'S DELEGATE 1 ----- _ t I _ KD. BLOCK w/ SPECIALTY ENGINEER. REFER KO. BLOCK w/ CU *5 CONT. EACH TO METAL STUD FRAMING I (1) *5 CONT, EACH I NOTES (513) (TYP.) U.N.O. 1 ; - 14 GA CLIP ANGLE I 1 - - EA. STUD (TYP.) EXTERIOR WALL SHEATHING. REFER 3 = ROOFING. REFER TO ARCH. EXTERIOR WALL SHEATHING. REFER I SOLID BLOCKING AT TOP/BOTT. ROOFING. REFER TO ARCH. - - - TO PLAN. TO PLAN. I 14 GA CONT. BENT REFER TO ARCH. REFER TO ARCH. PL w/ (5) 012 TEK METAL STUDS. METAL STUDS. ' SCREWS AT EA. - ---------- X - - --- _ REFER TO PLAN. i i x REFER TO PLAN. STUD 06" O.G. MAX.) x ,� X x - - I I „ x x - , x x ; x..- if-------- METAL ROOF DEGK I I ------------ x = ° " - FASTEN 1 ------------------- ------- _ ' REFER TO PLAN. LEDGER TO EA. STUD w/ (3) *12 TEK I i ' REFER TO 8/843. REFER TO SCREWS AT EA. STUD - - - (16" O.C. MAX.) (TYP.) j i - - I - --- ROOFING. Z/54.4 FOR JOIST GROUT COURSE SOLID x ¢ 1 x x GROUT COURSE SOLID - x - " x x ' REFER TD ARCH. STIFFENER AS 1 ABOVE DECK LEDGER x .y 11 u x x ABOVE DECK LEDGER ., _. - x y�� n x x I II a 25 -4 REQUIRED. 1 (TYP) - -- - - ---- -- ---- 51 4" ---------- ---- _ 2 �— (TYP,) -- --- ----- ----- - ---- •— — — —. A - - BOTt. OF FRAMING �a Y, RIEFER TO j _. BOTT. OF FRAMING 10/643. CONT L3"x3"x3/]roll HEADER BLOCK w/ HEADER BLOCK w/ x x REFER TO 6lS4.4 (i) *5 CONT. EACH AND - (1) '"5 CONT. EACH AND x *'4 t.l-BARS x 1'-411 Ix xl x *'4 1.1-BARS x 1'-4'1 LONG AT 24" O.C. MAX. ------ -- -- ----------------------- LONG AT 24" O.C. MAX. '_ " 15 11 i/2 = VARIES JOIST/BR3. METAL ROOF DECK DECK BRG. ' KO. BLOCK WI C1) *5 REFER TO PLAN. KD. BLOCK W/ (1) *5 �—. ......--•• -- CO C GONT. EACH REINF. NPLAN STEEL SEAM. VERT. REINF. REFER REFER TO PLAN. .._ .� / REFER TO �/54.4 = REFER TO PLAN JOIST BRG. PLATE. HORIZONTAL JOINT HORIZONTAL JOINT REFER TO REFER TO 6/54.4 REINF. AT ]roll O.G. (TYP.) _ REINF. AT ]roll O.C. (TYP.) 8/843 (SIM.). REFER STEEL ROOF JO15T. DOUBLE-WYTHE MASONRY w/ HORIZ. JOINT REINF. AT 16" D.G. -SECTION 12 TO 2/54.4 FOR JOIST STIFFENER AS DOUBLE-WYTHE MASONRY w/ HORIZ. JOINT REINF. AT 16" O.G. MAX. BETWEEN WYTHES. CTYPJ SCALE: 3/4" 1'-0" REFER TO PLAN. 11 = '_ 1t SCALE. 3/4 1 0 REQUIRED. STEEL ROOF JOIST - MAX. BETWEEN WYTHES. (TYP.) REFER TO PLAN. m� REVISIONS 1 Y 62 aJJ, E >_ �I " c T E N 1 1 V",,, 1? C� ......... ��t>>tstiut���� %, E. MOsi,�i �pE d�li� ��C E W,g�•�74� � ee 46665 '. STATE OF �'���� MOHAN ENGINEERING INC. � eegg 9di* George E Mohan P.E .40.5 17031 W. theta A*(S 102.ianya, FL 33M Phone 13 47 !T5 L O 4- V) C 4 M >. M = m J 3 a 0)U vi `` L) c Z> L o y O m Q LA_C] o r(D Q 0 m Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: G.M. Drawn: Y8 & RS Job: 21-082 Sheet S4.4 - -- F—r r -1 II�h _TCn—rnvvL F17r II it 1� r—��T o 211 SCHSC P`JG STUBBED CUT 6" ABOVE CONVEYOR SHELF=. �- — — — i----®®—.----- I 96'-1 " 0 --..--------------------------------------------------1\ \\ it II } � t N 2" HUB DR AIN - FLOOR FLOOR 51NK SHALL BE ZURN ( � ! ZNnOO-P-2 OR EQUAL.---- ,.._.,. 4" FLOOR PROVIDE AND SINK -� 10,— 11 1, 1. THESE DRAWINGS ARE DIAGRAMMATIC AND SHOULD BE TREATED AS SUCH. 2. ALL DIMENSIONS AND EQUIPMENT LAYOUT IS DONE PER THE CAR WASH EQUIPMENT DRAWINGS. 3. ALL UNDERGROUND PIPING AND EQUIPMENT SHALL BE COORDINATED WITH CAR WASH EQUIPMENT REPRESENTATIVE FOR LOCATION, SIZES AND INVERTS PRIOR TO BID AND COVERING OF ANY PIPING OR EQUIPMENT. 4. ANY AND ALL QUESTIONS AS TO THE INTENT OF OR PROCEDURES SET FORTH IN THESE DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE CAR WASH EQUIPMENT REPRESENTATIVE PRIOR TO SUBMISSION OF A BID. LACK OF KNOWLEDGE OR UNDERSTANDING OF THE PLANS SHALL NOT JUSTIFY ANY CLAIMS OR ADDITIONAL COMPENSATION. 5. IT 15 THE PLUMBING CONTRACTOR AND OR GENERAL CONTRACTOR RESPONSIBILITY TO LOOK AT THE SONNY' SUPPLIED DRAWINGS PRIOR TO BID, ANY DRAWING MARKED WITH A "GO" IN THE TITLE BLOCK IS TO BE INSTALLED BY PLUMBING CONTRACTOR AND OR GENERAL CONTRACTOR 6" ECO I� 0 I; I_ ! I� I I I I I I I I ! THE UNIMAC DRAIN i , „ �, , „ `.. 2 WAY LINE. / 9 —2 r 17 —5 _-- 21 7 5 — 0 1B^.............. ................................................ ..................... .. ........._..........._.............................................................................................................. _ . {.lei ; / :-: r 1 11 % vf,CONNECT TO SITE /� r SANITARY SEE ' . �.....: �...-- ' 1 1 . �.......:�'"'�, � � � ;:�...... . SEE CIVIL PLANS. / /°� r \ 1 4" EGO 1 1 ` ; °. loe 6" ECO 1101, / 1 1-1/2 SO PVC r i 31, SGH 80 / / I TANK FLUSH` / 6 / \ �"-- " SGH 80 PVC .� / PVG ( r 1 (OPTIONAL)`1 FROM TRASH PIT \ �' SUCTION LINES 1 1-1/2" 56#�80 PVC �UNDERFLOIt\ 1-1/2" SCH 80 PVC l i 1 14 OZONE RETURN —/� 1 1 \ '(' �'j' // �'. \ 1 t 1 ♦ SEE CIVIL DRAWINGS FOR EXACT LOCATION 0 •'�� / i_ - - - - - - - - ! i �- �- - - UNDERGROUND PIPING, OIL -1- 4-------- / _ I J ( I / ! I € / € ; INTERCEPTORS 4 RECLAIMED APE (--IV'! DRAWINGS WATER TANKS i FOR COORDINATION / / �i �`' a.! I -� ; I i --4 I ! !I i �_; AND CONTINUATION. 5..._ �, ;- -� i /. 1,f� II t! I ��� 2000-2000 . I GAL ! I I — — , € , 0� I , ' GAL i l - I 1 t_. _ —�— —� .� 611 ECO I (�" rGO / =---- -J — J t-----------= / 2000 GALLON RECLAIM 2000 GALLON RECLAIM 2000 GALLON RECLAIM i - ---- -- (� I // 1 WATER TANK 1 WATER TANK WATER TANK — ---------------------.+_— — — — — — — — ----------L------------------------------- — — — — — — — — — — — — — — (" ow 5CH Sm PvG—------�� e)" =C0 (0' EGO SEE RECLAIMED TANK SYSTEM DETAIL ON SHEET P6. 15-0 CAL: TRAFFIC RATED O' ';ND WATER SEPARATOR IElm MEE E t i I li !- -6 OW SCH 80 PVC----- '=�------;--I- 1 8" SCH 80 PVC._ i E i ;... ......... ( E i € : ( EE INVERT FOR 8" PIPE = -4.0' -t '::::::.-::::., B.F.F. AT BOTTOM OF PIPE ............._...........___...__...._._......__.__, "41' ou;——`-`�---------6-------_-— — — — — — — — — — 1 .€I. ,.€i. €!, I. ..I. €L.li. €L.!!. €....! f:..,. l..i.. €€...E :t..€, i,.. , (. !:.l, l:.L !:.l, j \ :.......................� AGO RAIN, KLA55 KDRAIN - K100 / r \ 1 TRENC DRAIN l ' I r FD-2 FD-2 NOTE: IT 15 PLUMBING GONTRACTOR5 RE6fi=ON5I5ILI-F ' TO VERI F' ALL UND RGROUND FIFE 51Z 5, 1�ATERIAL THIGKN 55 AND LOCATION WITH 5ONN''I',5 (GAR LU,45H ECCUIPl-PENT 5URRLIER) PRIOR TO IN5TALL INCH ANC' UNDERGROUND FIRING. FLU�-1INFL00R SCALE: 3A6" s I'-0" REVISIONS BY ................................................... ............................................................................................ ........................................................... -------............ P� r 00 —• U Cn ;� CN E `o C • y ti > -� co 0 �w O N C` 0 z r-� Yal y, , PE I '2 J GARLAND P)k TtRSON, P.E. FL Lic. No.: 14175 ul N_ U f1] 0 N Z Mtn p p -C-1^z Q � 6 h ?) s �v x C a p O J o`m10 L.L O N p) = .c op 1 — T@tto 21 U 04 Q) n T o w O N Q C � to W Ci L �O V) .- C m Q = = U v► v° • w v 0 •° Z > i v ' ca CL Q m a �a Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: MJO Drawn: JRS Job: 21-082 Sheet I� X U CONNECT NEW 2" COLD WATER PIPWG TO COLD WATER SERVICE IN THIS \,\ VICINITY. ' 1, PROVIDE WATER HAMMER ARRESTERS AT ALL FAST CLOSING VALVES. 1. 2" BACKFLOW PREVENTER: REFER TO SUNNY CAR WASH FACTORY EQUIPMENT DRAWINGS FOR CONTINUATION OF THE 2" WATER PIPE AND ADDITIONAL REQUIREMENTS, EQUIPMENT WATER CONNECTIONS LOCATIONS AND SIZES. 2. 1-1/4" BACKFL OW PREVENTER STACKED ABOVE THE 2" BACKFLOW PREVENTER, 1-1/4 COLD WATER PIPE FOR HOSE BIBBS, WASHER AND RESTROOI" 1S. 3. 2" MAIN WATER SERVICE WITH A MAIN SHUT-OFF BALL VALVE. 4. ELECTRIC WATER HEATER (EWH-1) SHALL BE A STIEBEL ELTRON MODEL: DHC 4-3, SINGLE PHASE, 211 VOLTS, 4.5 KW, it AMPS B MOCP OF 20 AMPS. NN E 1 LUG fNG� L00f;P, FLAN = WATE, SCALE: 3/16" - 1'-011 REVISIONS BY ._._..............._................. � � v � r x 2 ti CJ <J N U E U j 1+� O r y U � N E .0 N `x � U s s �i d +� 6 yygg • FK.' : t 9 2 9 GARLAND PATTERSON, P.E. FL Lic. No.: 14175 Ln to • N U m00N Z OLO p (J ?a^hi Z � Q • r'1 O (N, N t a Z ,-o x p i a 05O 0 £i C 03 j 00 N ' _j °am,°i�o LL��ao a C c C O: s Q o a ° o d sn w C) n@ f�� V / r"Q ILL.� C V �% V � C F— M _ Z > tCL .° v m�a i N � Z Date: 08. 25. 21 Scale: AS NOTED ------------- Project Mgr: MJO Drawn: JRS Job: 21-082 Sleet P <E"'r'ElD NOTE& 1. MECHANICAL EQUIPMENT SHALL BE MOUNTED ON THE ROOF WITH ROOF CURB, ORDER ROOF CURB WITH SLOPE TO MATCH THE ROOF SO THE MECHANICAL EQUIPMENT 15 LEVEL. 2. EXHAUST FAN SHALL HAVE A 30"x30" DUCT DOWN, 3. 9" ROUND OUTSIDE AIR DUCT UP TO GOOSE NECK OR ROOF CAP ON ROOF. 4. 6" ROUND EXHAUST AIR DUCT UP TO 0005E NEGK OR ROOF CAP ON ROOF. ffROOF FILANI, SCALE: 3A(v" m 1' 0" REVISIONS BY ............ ........ .............................:......................... .................... .............. I.................................... ................................................. .............. _.... —............. _...._...._.._.. f, ac ► r CV �' CD h _ ti C Mom—, O 4 h u ram. U U • N ;_ y 6 G 0 Vi � � C N �w F 1 E i ., f itir�9 /y i i y y' p$ �,a'••a j 1 u .��•,q e� � � ' � lei. �u�$�'' AS"h..,;r a - W GARLAND PATTERSON, P.E. FL Lie. No.: 14175 Ln M cV N U mcoN Z -rN if) 8- p Z C h Q D h N s D Z O LL"�m"'Q 0 � O •e u! cr 3 M U v �y� �. • ��y •� 'M zHV R�R >> t V QCL W IL 0 N Q � m Z Date: 08. 25. 21 Scare: AS NOTED Protect Mgr: MJO Drawn: JRS Job: 21-082 SY eet P 3 --- w:ua,_'isi,.i,:;_..ma 1ni.-o4.mri ..i,i...;nu j i i I 7F --7—ll1 1I9P i'_:I�:i 15[_ !I I! I I I! L 4' NOL Pd t gr&irFR ginr- CHASEWAYS NOTES 1. SLOPE CHASEWAYS TO DRAIN INTO TRENCH 2. 90' BENDS IN CHASEWAYS SHALL BE MADE USING "SWEEP" ELBOWS OR TWO (2) 45• ELBOWS OR "SWEEP" TEE WHEN APPLICABLE. O19" BOTTOM OF PIPE. TYPICAL SELF CLEAN CHASEWAY INSTALLATION DETAIL N.T.S. NO. CHASEWAY SCHEDULE 4" PVC PIPE ;ROLLER UP PNEUMATIC 4" PVC PIPE FLOOR SWITCH ELECTRIC 4" PVC PIPE CTA i CHEMICAL DISTRIBUTION DRAIN DO 4" PVC PIPE OE 4" PVC PIPE TSA CHEMICAL fl2 x 4" PVC PIPE CONVEYOR HYDRAULIC i 2 x 112" SCH80 PVC ;SELF PREP TO SI TE PREP SOAP )i 0-) UI CSr c (\ CS) CC Cp O CO N i �1 I o 0 0 °~ . o N et c� co o I N N 1 LUt-`i f NG� CH,4e fL,4Ne SCALE: 3/16" = P-0" ®S REVISIONS BY A r .x tw c x E L co U • N � U ` > Q ^ C T ti N ti N r 3£ yl �9 ,s F+ V �I GARLAND PATTERSON, P.E. PL Lic. No.: 14175 Ln M (V L3 m00N Q M o h L p Z p0 N p 2 0 5�N J m0 LL = C 00 + r:.,..6 vim- p� N a Q I� C) p c �(n W S C� G a- 0 Z C Q M � M C Q IU6 O O a Q m ,C CL Q � Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: MJO Drawn: JRS Job: 21 —082 Sheet P 4 16-B 14-i 7 c 3-D 11-D, 26-8 17-G 14-i 7-D I 5-c L 4--L 8-0 26-3 17-L 14-L 10-N 6-G 26-B 17 L 14 --L i __P 0 6-C Spare 4 26-8 vlzlmlfll 17-N M 15 _.N 47-8 14-F g/v 6 G cz zny. M-011% 7...4... .... 1--P i .............. 26-B are Sp are Spare 14 G v 24- c�pare 26-8 26-D 33.-p `, jy:: ........... 24-d "J.3 F, 1,5j- c) . 45 A 26-E ...... ... ........... ........ . . -----------------­-------- - -- - ------------------­ -__-_------- COLD WATER TUNNEL WALL EQUIPMENT ROOM ■ - 2-F 2- 6 4�1 4 W-­ 18 14 --J 7-C 3 -D - ----------- if-0 17-G 7-D 5-C 26-B 7-L G '5_41 f 26-B 7- L. ., 14-L, 10-N 6-G 26-3 17 L 14 --L io P Spore 4-D 6-G v 4-F 6 26-8 v 17-N 15-N ly N W, Spore Spare 14 G Ul, 21-J 26 pla 1 Spore wt_q i4_il '010. Spore Ilt I e 26-B 24 - ........... 26-D 33-- G; ............ 26-E . ............ SOFT WATER M7r9T.W�7-TI 7—:1 17-- G /'11............. 26 B I7-L 26-B 77-1. 26--B 17-1 26--B gv­m � 17--N � Spore 11-P . ...... 26 B 26-- B 26 -- D 26-- E CHEMICAL DISTRIBUTION ................................. TUNNEL WALL EQUIPMENT ) MENT ROOM NOTE.- 1-SEE LEGEND SHEET 2-CONNECTIONS SHOWN IN THE ELEVATION VIEW ARE SCHEMATIC ONLY. REFER TO PLAN VIEWS FOR PLACEMENT C43D 44 :2) CD 16-Q i 10-i 12-C 1-c 16-R 10-K i, 12-F 10-E Spore i = 15-M 13-E 10-F Spare Spore Spare Spare 15-K 24-i -------­-- r '10-S 10-T H Spare Spore J3-_�) spare ji Spore J3-C'' � 1�1 �-�A, Spare So t 2--j (2:� _6 -c II-E ....... ... ..sae= spore fli .. . ......... .. 7 Spare 24-i . ........... NOTE: 1-SEE LEGEND SHEET 2-CONNECTIONS SHOWN IN THE ELEVATION VIEW ARE SCHEMATIC ONLY. REFER TO PLAN VIEWS FOR PLACEMENT. 7-C '7 1. 3-D 11) 5-C 14-L 8-G 5-D 16-Q 14-L 10 N 6--c 13- -- 16R 110-P 6-G Spare 4-D Spare (4 7 114 F F--G Spore 0 m /g 1porc. 14 W fp - C 24-J .......... H Spare �Par -kl ij I I 14- H J 24-j "ggg/ > Spore --k fii Spore _c% 3 5--A 45 IiM� :m"WAIll e ff Spare is TUNNEL WALL EQUIPMENT ROOM 10-K 12-F 10-E in Er> 15-M 13-E t E, .10-F sp are 15-K k, 10-S Spore 24-i 10-T Spare Spore 2 _c Spare ................. Spare 11 -E Spare i iwl I."i: Spare u ............ 24-i ............................ 7�11111._`111` . . ............................ . ........... NOTE: 1-SEE LEGEND SHEET 2-CONNECTIONS SHOWN IN THE ELEVATION VIEW ARE SCHEMATIC ONLY. REFER TO PLAN VIEWS FOR PLACEMENT DRY WALL EQUIPMENT ROOM DRY WALL EQUIPMENT ROOM DRY WALL EQUIPMENT ROOM c - FAI 12 P's 1-112' S )FT WAIR L#E 2- RO REJECT LNAE ...... ...... ------ ------ ------ 4­J 73 iIi 42A, �44j 4t — -- — -- ------- ---- J-D 71-DI 17-G 114-J I .-c 26 12-C 1-c -B (�j­ v! 10-J 7 8 G 17-L 4­1 5-D 10-K il: 12-F 26-B 117.-L 4-L 10-N ;-G 16-R I�: 1 O-E 1J-E 10-F 18-C 15-M 26-B 17-1 14-1 110 P 6-c spare 17-N 15-N 14- F G Spare i spore 15-K 10-S ��7--B SEA' Spore 'f R, 26-B Spore 4-0 Ij-m spore 74 G F­ 1 =-A C 10-T (2 26-8 24-j U; I H I , :� Ili ;� Spare Spore 24 tv", Spare I =-W h, 26-B Spare 14 ­H Lll',�"_dl �14 /R !i Spore J_c Spore Ij- E li-P .......... g Spare 2-J 11-c Spar, Q_J_­_A',' Qj=A�) H I I-E 24-Jo-a aft 26-D �Jj 0' 33-F) So. M;� ; Spare .......... 26-E 45-A So eel 45 &I Spare .i 24-1- J j: R - �_ (2-0-1) ,.32 ... . .......... L . . . .. . .............................. . . ..... . . ......... are 18 A ............ . ... .. . ........... A, UP- ........... ............. NOTE: T NNEI, WA1-SEE LEGEND SHEET DRY WALL REJECT WATER .....T .!..... LL 2-CONNECTIONS SHOWN IN THE ELEVATION VIEW ARE E Q.t.j_l.l._)M_E_NT..R__0 0-M. SCHEMATIC ONLY. REFER TO PLAN VIEWS FOR PLACEMENT. EQUIPMENT ROOM ----------------- -------- -------------------------- -------------------------- 44-B ........... 16-8 14-J 7- C 3-D 17-1 5-c I-C -C 5-D ---------- k, 16-Q 10-1 12 26-8 17-L H-C Cl 10-K 12-F 10-E 26-B i '�L 7-L 14-L 6-c 16-R 11-c 26-B 14-L Spare 4­0 So 15 13-E I 10-F 18-C 17-L 10-P • 6--G are -M 6-G47 j! Spare Spore 15-K 10-S 15; 14-� 26-B 17-N � rn ip 24-j I =-A Spore, Spore47 14-G, 24-i 10-T Spore pare Spa ............. H re Spare 14 I 'd li Spare _j Spore Spare 11-c 24 ............... -A jj 5 Spore 26-D - I I L�-ZA� Spare II-E 26 26-B Spare ij 26-E L L Sp are Spore (:2t- Dl' =2 ?'18-A 'l ...................... ....................... - X-7; .... . ........ ............................ .................................................................... . .. ................... ------- - ------- . ......... ---- ------- . ...... ................ ............ . NOTE: RECIAIM TUNNEL WAIL 1-SEE LEGEND SHEET DRY WALL II T 2-CONNECTIONS SHOWN IN THE ELEVATION VIEW ARE EQUIPMENT ROOM SCHEMA -TIC ONLY, REFER ID PLAN VIEWS FOR PLACEMENT. EQUIPMENT ROOM ....... ....... ------ - ROOM- .. ....... 112- 112- 112- 112- 16-B J-D 26-B 7 4-L 8-G 5-D 16-Q 10-j 12-C I-C 26- B ;7-L 4--L 10 6-C ✓ 16-R = 10-K 12-F 10-E Spur 0-F 26 3 17-L 14-L 10 6-G e 15-M 1J-E Spore; 4-D 15-K 26--8 -F F Spare 0-S 14 fl 6--C 17-N �//j 15 --N Spare 451 Spare Spare 24 Spare Spare ------------- i4 G 24-1 Spore Spore 10-T L �7 1 Spare C13" Spare -2--J 11-c 14 26-B 26­B 11 �mm if 24 ­1 1 Spore "d Spore 26 !1 Spare . ........... Spare 11-E .............. .. . ..... .. D 5i are �..45 A; .,.45, 26 E Spare S I ................. m ............ ................................. I ............... .................... 4.1 . . .................................. .............. ............ . ...... ............. .......... - .......... .......... .................... ............................................................................... ................... .......... ........... ... .................................... ......................................... ........... .......................... .. NOTE: PNEUMATIC TUNNEL WALL 1-SEE LEGEND SHEET 2-CONNECTIONS SHOWN IN THE ELEVATION VIEW ARE EQUIPMENT ROOM SCHEMATIC ONLY. REFER TO PLAN VIEWS FOR PLACEMENT. C32_) DRY WALL EQUIPMENT ROOM .... .......... ...... SEE - GUIDE SHEET DETAIL FOR AIR MANIFOLD REQUIREMENTS U1 I-F -- :; Sr —ALE: KTA ■ 6-i I 7-H ez C2--l) 8 ................ . 17-H c 38 ............. . ........................ 4 S_ -----_------------- ................................................ ...... 16-i 17-H ■ r ----- P 38 ........ ...... 1l 16-i 17-H • 2 -y=­==4 Oid 17-H ............... f, ............... ................... .. J ............... ......................... ........................... ............. ...... REVISIONS BY ............ U � cn 0 ti 0 L? c,Q > < = N 'Mm # o 5,3 O I,A GARLAND PATTERSON, P.E. -L Lic. No.: 14175 04 Ll m C-4 00 cv Z 0 Lo -8 � C5 0) N C5 0 Z X. LL 0 CIO C)4 _j z, . M C LL 'o')- co c06 E cn -C Ll C14 a) 0) C) LO 41 00 c (n LJ (0) 0 lit W) Z% m m _j = LL.c 0 0 0 z > ro >% c rX LL. z Date: 08. 25. 21 ------------- - Scale: AS NOTED ............... Project Mgr: MJO — - -------------- ----- - Drawn: JRS . ......... Job: 21-082 — -- - Sheet IP 5 1 III 1 1 __ T-TI I 1 72" 60" TOP' VIEW FRONT VIEW 86" 72„ ............ - 0 0 Backwash Primary (C;Yclone Settlement Tind.erf'low) - 4 9 �- - 2000 GALl,0_N TANK SCALE: N. T S. NOTE: 1. Pressure Test All Suction Lines Upon Installation @a 10-15 PSI max. 2. Keep pressure on Suction Lines for the entire DURATION of construction. 3. Pressure should NOT drop more than 2 PSI. 4. Watch for problems when excavating driveways. 5. Placement of suction lines is critical 6. Do NOT put screens on the suction lines Secondary Settlement 90' E TURNI PIPE 16» 2000 GALLON TANK SET ELEVATION SCALE- N. T.S. A T 60Z OF WATER DEPTH - CAR WASH RECLAIM SYSTEM - STANDARD P rWater R E C LA TANK (SEE RECLAIM SHEET FOR DETAIL) 4" DRAIN FROM RINSE ARCH 1" PVC CONDUITS LOCATED IN TANK nlrrnr I I 42" 16" 2000 GALLON TANK —6" PVC PIPE TYP. SCALE: N.T.S. 24" NOTE: 1. ALL UNDERGROUND TANKS AND PIPING BY CONTRACTOR 2. PIPE LOCATIONS SHOULD BE USED FOR ANY TANK 3. ALL INTERNAL TANK PLUMBING TO BE 6" sch 40 PVC UNLESS NOTED OTHERWISE 4. ALL TANK BOTTOMS SHOULD BE LEVEL 5. THIS DRAWING IS TO SHOW TANK HOLDING CAPACITY AND PIPING RELATIONSHIPS ONLY. THEY ARE NOT INTENDED TO ADDRESS TANK STRUCTURE ENGINEERING. TO SANITARY SEWER L2) 3" SCH-80 PVC SUCTION LINE —ONE FOR USE AND ONE FOR SPARE 3" PVC CL,41r-1E1D T,4NG ��ST t'� IDT,41L Sr -ALE: N.T.s. REVISIONS BY ..... ... _......... _...--_-_-----_--_-----____ .................. rx YC� w � � r _ r U U � c o UN. Tti 3 ti 3 o oo i PT.. ` 4175 �Q e A� t,r GARLAND PATTERSON, P.E. L Lie. No.: 14175 L� N N U m 0 N z ��o1 o _51��Z toz 0 N i J ,m.�oN LZ L �O 0 _ O= L No S (0'T U p o C o C d-U) W s C) G a0 o = to �- C Q M � m Q L6 o ,A C U N C? Zf O Z Q m a CL Q � z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: MJO Drawn: JRS Job: 21 —082 S^eet 6 BY GE L-i--N'AL (ONT,`rAC`TOR TYPICAL hIANCER CON, ICRATfON VERTICAL r'✓N/1--T?UT RACK @ 3 FT 0.C, 21 " A,F.F. TY'', ) SECURELY ANCHORED B Y ELT HER LAP—,,,nN SCR' WS OR SLELiD,'E ANCHORS 1 " 1'NE 1.1Mf?TI(, I,rr�.-,,N G 2" RECLAIM WA ;TER PIPING 1-112" HOT Wfi 7FR PIPING 2" CLD ✓VA TER PIPING 2" MIN. CU 11PfNG BL-LOW GRAD` 7-0 CONNEC T 1, WIAIN I`✓A i ER PIPING SUI'F'L YING SI L. f'Lr�'Mt�l;^vCs CON TRAC TOR SHALL Vjt,RfF Y L 0CA 17/ N OF S1I' WA rEt; SrR�/IC'- AND LDrA r` INCOl'OI v'G 2" W/N. WA (ER SERVICE A APPROPRIA ; L- END OF CAR v1,'ASH I UNNcL. = " M/N. PI!,,EflNG F,R0M1 SI c SER vll C t:. PLUMBING CONTRACTOR TO PROVJDE R,P, BACKFLOW DEVICE. r 71 i11 ir;'i i n P TIRE SWITCH by G.0 L 6 X ,J4 lNDcly IA7/O^J F0.,R TIRE WI TCF1, ..: _� 114" X 2--1/2" X 2-- 112„ ANGLE 3 /4 "P'JC PIPE TERI,vlINA I E ALL WA TER AND AIR EQUIPMENT SUPPLY LINES WI Th' BALL VALVES AND PLUGGED ; \ FE"SALE PIPE THREAD FITTING. \ f k HORIZONTAL_ j U.NISTRUT .RACK I �, 1— 1,8y)x 1-1/21 1 g \, C) 01121 �\ CN -., -r-. �. ROOM) �2 " MIN. PIPING > 60 PSI NTINUOUS FLOW TUNNEL ENTRANCE PLUMBING RIGID TO EQUIPMENT R00M � Ci ► i >t .f + i I— — — — — — — — — — — — — — — — — — — — Tire Brush/sea (81) Cut -Out Driver Side z �Z 00'1� 0001 II MINIMUM TUNNEL CLEARANCES ASSUMES � EQUIP. = � BUILDING "MINIMUM EQUIPMENT ROOM CLEARANCES" MIN. INSIDE HEIGHT = 11 '— 0 " MIN. INSIDE WIDTH = 8'-0" 1/2" TEE RELD LOC. UNISTRUT 1/2" GALV. BALL VAL VE (Typ•) -----1 I-------------- --- ----------I 90• \ . --------------- Tire Seal (e') - .-.- Gut -Cut Driver - .._..__._.._ _..a ....... .- --- : 0 C;,4 F, UJI45�4 DETAILS REVISIONS BY ---------------------------- __---- ' yx U �D r M L C U E M y U O rr O � � U N ` Ur Q E C) . ti a ILI `e ►—, j i g$ :/ qq an./1tiY. -; �;JYwY+Y� •- y� qg ' W i/ H / 4 r . ; e'-d I . z�..e ® PE 141 ` GARLAND PATTERSON, P.E. FL Lic. No.: 14175 L M N U m N N 00 „. Z�u)N�d �m rz _ cn d- °' r .- Q • � O h N L p Z ❑ X O` N O 1 p ❑ N EN .;1 J � 0M11R4 L -,d 'O= i L C T Q) LO Q Lr)o a C o o dtnw U a@ O N- V / V- C Q M q* ry = M CO C Q � � c U vi c°� „ O Q m s a. Q � 3 z Date: 08. 25. 21 Scale: AS NOTED Prc;ect Mgr: MJO Drawn: JRS Job: 21-082 Sheet P -- - - - - u u, — ii i 'i4,11Ar AWL"ALi 16mL„.udo rm u---miaie.,n Ill., 111. 1 1 1 11 1 1 1 WATER HAMMER ARRESTOR EQUAL TO PRECISION PLUM5ING PRODUCTS MODEL WITH AT CtXqNECTI BRANCH L I MAI r DROP TO PLUMB116 FIXTURES ALL THREADED HANGER ROD 1. PLUMBMrx CONTRACTOR SHALL COORDINATE WITH THE C1VIL DRAWINGS PRIOR TO BID SUBMISSION TO VERIFY THE CONNECTION POINTS AND INVERTS OF LOCKING NUT , ALL PIPING. COORDINATE WITH THE SITE CONTRACTOR PRIOR TO CONSTRUCTION. 1/L" 2. WASTE AND VENT PIPING SHALL BE SCHEDULE 40 P.V.C. WITH DRAINAGE PATTERN FITTINGS. SUPPORT NUT DOMESTIC WATER LINE "X 8" ACCESS DOOR: J.R SMITH N0.4160 3. ALL WATER PIPING SHALL BE TYPE "L" COPPER WITH 95/5 SOLDERED JOINTS. CPVC IN PLUMBING CH OR ACCEPTABLE EQUIVALENT LOCKABLE. HEAVY DUTY 0! HINGEp AND PRIME COATED. LOCATE IN PIPING MAY BE USED IF ACCEPTED BY JURISDICTION AND IF NO PLENUMS EXIST. CLEVIS HANGER YI WA H ARRESTORS EQU TO JAY AT I ACCESSIBLE BUT INCONSPICOUS PLACE. PROVIDE TER R ARRE ORS AL R. SMITH EACH FIXTURE GROUP. ......................................................_....................� 4. SLOPE WASTE LINES 3" AND OVER 1/8" PER FOOL. LINES SMALLER THAN 3" SHALL f TRAP PRIMER PRECISION PL71'rN41c:SLOPED At 1/4" PER FOOL. INSULATION WITH _..._.._........._; �£ u ��, OOR DRAIN WITH TRAP PRIMER 0 PRODUCTS OREGON MODELFCO INECTION PER SCHEDULE. 5. INSULATE ALL DOMESTIC HOT WATER PIPING WITH 1/2" WALL "AR1" IAFLEX", OR EQUAL. .� VAPOR BARRIER ..,t- ;.' :;�OR ACCEPTABLE EQUIVALENT. PID SEE PLANS FOR LOCATI 6. PROVIDE ISOLATION VALVES At ALL FIXTURES. VALVES SHALL BE CHROME FINISH. is (HW PIPING ONLY) ' DISTRIBUTION UNITS WHERE MORE 1. PROVIDE BLOCK(NCs SUPPORT OR WALL CARRIERS AT ALL WALL -HUNG FIXTURES. PIPING THAN ONE FLOOR DRAIN IS SERVED OOR S. INSTALLATION SHALL COMPLY WITH ALL APPLICABLE CODES, LAWS AND , BY ONE PRIMER � ` ORDINANCES, BE THEY LOCAL, STATE OR NATIONAL. 18 GA. GALV'D 'B. PLUMBING CONTRACTOR SHALL COORDINATE ALL VENTS THRU ROOF WITH STEEL SADDLE ----- �-- — ROOFING CONTRACTOR PRIOR t0 GDMMENCEMENT OF WORK MIN. 3 TIMES 1/2" "'K" SOFT COPPER TU PIPE DIAME'I"ER 10. ALTERNATE FIXNRE MANUFACTURERS ARE ACCEPTABLE PROVIDED THEY ARE 1/2€, 4, ALL THREADED BELOW FLOOR WITH NO JOINTS. EQUIVALENT AND MEET THE KIND AND QUALITY OF THOSE FIXTURES SPECIFIED. HANGER ROD OR HARD COPPER TUBE AND 11. PIPE HANGERS SHALL BE SPLIT RING TYPE, GALVANIZED, WITH THREADED SILVER SOLDER JOINTS. ROD SUPPORT FROM STRUCTURE ABOVE, EQUAL TO GRINNELL. DISTANCE INSULATED PIPE - SLOPE TO FLOOR DRAIN. BETWEEN SUPPORTS SHALL BE PER FBC - PLUMBING TABLE 308B. WITH SUPPORT SADDLE 12. ROOF FLASHINGS SHALL BE FURNISHED FOR ALL VENTS THROUGH ROOF. "i FLASHING SHALL BE 4 LBISQ. Ft. LEAD OR 16 OZJSQ. FT. COPPER AND SHALL NOTES: STANDARD EXTEND UP THE VENT AND TURN DOWN INSIDE THE VENT A MINIMUM OF 2" BELOW 1. PROVIDE A WATER HAMMER ARRESTOR ON EACH PIPE STRAP r_........., € THE TOP OF THE PIPE. FLASHINGS SHALL BE FURNISHED BY PLUMBING: SUBCONTRACTOR AND INSTALLED BY THE ROOFING SUBCONTRACTOR HOT WATER AND COLD WATER DROP. RIBBER ! E 13. TESTING OF THE PLUMBING SYSTEM SHALL BE PERFORMED BY THE PLUMBING 2. ARRESTORS SHOULD ALWAYS BE INSTALLED SO ISOLATION PAD r ;:..: - .'.E. _ I SUBCONTRACTOR AND WITNESSED BY THE BUILDING DEPARTMENT INSPECTOR THAT THERE 16 AN UNOBSTRUCTED SHOCK PATH 1� ` `' • _ I TO THE ARRESTOR LOCKING NUT � �'' ` ' • POTABLE HOT AND COLD WATER SUPPLY PIPING SHALL BE HYDROSTATICALLY :. : ,., ; , •� , ; , , ,., �;.��;r,, _F,, I -:� TESTED At 125 PSIG FOR 24 HOURS. SOIL, WASTE AND VENT PIPING SHALL BE .FILLED WITH WATER TO THE TOP OF THE SYSTEM FOR A PERIOD OF 24 HOURS. 3. ARRESTORS SHOULD ALWAYS BE PLACED AS NEAR : -:: ''` .._.., -- , -.: ry< .«:< UNISTRUT CHANNEL-_..__;._;....;.;.......___,,,,,.,� �...._...._.._. ____.__..._ __._.____.. _._. ___;.� :.�_ 14. CLEANOUTS SHALL BE PROVIDED PER PLAN OR AS REQUIRED TO PROVIDE TO THE SOURCE SHOCK AS POSSIBLE. €( �� A COMPLETE SERVICEABLE SYSTEM. CLEANOUTS SHALL BE SAME SIZE AS PIPE. i-112 x 1-1/2 MIN. -- - -:: "'' '............_....,_.,,__...,_,_._...............__......__..._...._..._._..._...___ _......_ _.__.........__ FLOOR CLEANOUTS SHALL BE EQUAL TO ZURN Z-1400-KC WITH BRONZE TOP. SUPPORT NUT WALL CLEANOUTS SHALL BE EQUAL TO ZURN Z-1411 WITH STAINLESS STEEL COVER W/WASHER 15. ALL WALL -HUNG FIXTURES SHALL BE PROVIDED WITH WALL CARRIERS AND BE CAPABLE OF SUPPORTING A 250LB. VERTICAL LOAD. 16. WATER PIPING BELOW GRADE SHALL BE TYPE 'K" COPPER IN VINYL SLEEVE OR CPVC. WATER(�4 - ) R ARRESTOR DETAIL 101 PIPE HANG DETAIL � TRAP RIMER DETAIL GENERAL NOTES SCALE- SCALE: NONE SCALE: NOSE O SCALE: NONE Ili€ KEY NOTES: �,�pp �) i' BAGKFLOW PREVENTER- REFER TO SUNNY GAR WASH FACTORY 31�a Ilc3 EOUI'�MENT DRAWINGS FOR CONTINUATION OF THE 2" WATER PIPE AND �- 40DITIONAL REQUIREMENT5, EQUIPMENT WATER CONNECTIONS L.O CATIONS AND SIZES. gg 1 la 1Ao� tUC,I �U 3 I.If�a� l/4a MS \ s > . \ kg I,I/�a iril.Y a i 3 �a � 21, C I 1� r � glgg .I Qt Ng -> _ rl N � r�r 4"OW IF CIVIL � b I ... ION 40 �li f PPf SIZING CHART FIXTURE SIZE PART UNITS (SWEAT) NUMBER 1-11 1/2 ° SWA-500 I 12-32 .........._... 3/4" ...... _..._... _ _._ ......._..... SWA-150 ......... !€' SWA-1000 J33-60 61-113 11/4 SWA-1250 114-154 1Lz" SWA-1500 j 155-330 2" 6WA-2 FIXTURE SCHEDULE ALL FIXTURES TO BE WHITE, AND EQUAL TO THE FOLLOWING: CONNECTION SIZES MARK DESCRIPTION MANUFACTURER / MODEL W V CW HW WC-1 WATER CLOSET-ADA TYPE AMERICAN STANDARD / 2467.016 3" 2" 1 /2" -- TANK TYPE - RIM 17" AFF, VITREOUS CHINA, 1.6 GPF, SIPHON JET, ELONGATED BOWL, FLOOR MOUNTED, CLOSED COUPLED COMBINATION; BOLT CAPS. ANGLE STOP SUPPLIES & ESCUTCHEONS. SOLID PLASTIC, OPEN FRONT ELONGATED WHITE SEAT. L-1 LAV: WALL HUNG-ADA TYPE AMERICAN STANDARD / 9140.047 1 1 /2" 1 1 /2" 1 /2" 1 /2" WHEELCHAIR ACCESSIBLE, VITREOUS CHINA, WHITE FRONT OVERFLOW. COMPLETE WITH STOPS AND TRAP. PROVIDE WITH AMERICAN STANDARD FAUCET. INSULATE DRAIN BELOW LAVATORY PER FBC 2017: ACCESSIBILITY 606.5. PROVIDE AND INSTALL A WATER TEMPERATURE LIMITING DEVICE THAT CONFORMS TO ASSE 1070 AND IS SET TO 1107. HB-1 HOSE BIBB ZURN / Z1341 - - 3/4" - ROUGH -BRONZE WALL FAUCET WITH ASSE 1011 EXTERNAL VACUUM BREAKER AND LOOSE KEY. FD-1 FLOOR DRAIN ZURN / ZN-415-B DURA-COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE SIZE/ 2" - - MEMBRANE CLAMP, ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND TYPE "B" SEE DWG. POLISHED NICKEL BRONZE STRAINER. PROVIDE ALL FLOOR DRAINS WITH TRAP PRIMER VALVES. FD-2 FLOOR DRAIN ZURN / ZN-415-E DURA-COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE SIZE/ 2" - - MEMBRANE CLAMP, ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND TYPE "E" SEE DWG. POLISHED NICKEL BRONZE STRAINER WITH 4" DIA. FUNNEL. PROVIDE ALL FLOOR DRAINS WITH TRAP PRIMER VALVES. FCO FLOOR CLEAN -OUT JOSAM / 57000-31 SIZE/ PVC CLEAN -OUT WITH 2-WAY CLEAN -OUT TEE, COUNTER SUNK PLUG. SEE DWG. - - - ECO EXTERIOR CLEAN -OUT JOSAM / 57000-31 SIZE/ PVC CLEAN -OUT WITH 2-WAY CLEAN -OUT TEE, COUNTER SUNK PLUG. SEE DWG. - (MOUNTED IN FLUSH 12"x12"x4" CONCRETE PAD.) BFP BACK FLOW PREVENTER WATTS / #LF009 SIZE/ REDUCED PRESSURE ZONE ASSEMBLY W/ (2) ISOLATION VALVES AND (2) BRONZE - - SEE DWG. - BODY TEST COCKS. CAST IRON BODY WITH BRONZE SEATS. WBF WATER BOTTLE FILLER ELKAY EZH2O MODEL LZS8WSSK 2" 1 1 /2" 1 /2" — FILTERED STAINLESS STEEL DRINKING FOUNTAIN WITH BOTTLE FILLER. MS-1 FLOOR MOUNTED FIAT MODEL - MSB-2424 MOP SERVICE SINK 2" 2" 1 /2" 1 /2" FAUCET - DELTA 28T9 HS HAND SINK ADVANCED TABOO MODEL - DI-1-5 WITH FAUCET. DROP -IN 2" 1-1/2" 1 /2" 1 /2" k„Q111 �a k 0 Ipk SANITARI' 4 WATER RISERS C FIXTURE SCHEDULE U'okLE- INIOW SCALE: Noce REVISIONS BY -V J cn N E yeti o � � N '. in y ti 0 a N i� �I U-2 ;ate r: s< > GARLAND PATTERSON, P.E. FL Lic. No: 14175 0 M N N 0 m 00 cv y ZwL,or-':o _cl) Q O n .� t p Z x — o C N v d " �'��``. 0 '� 0 N M O LL�,o� r o a s c C �(n W CJ L m O 0 a.- V C Q M � '° ?1 ® Q U to C5 C v 0 ° Z > L v �► ,Q m s a. m CL u_ a � N Q m � Z Date: 08. 25. 21 Scaie: AS NOTED Protect Mgr: MJO Drawn: JRS Job: 21-082 Sheet I REVISIONS BY ................................................... ....................... .......... ....... _...._.__................ ........................................................ ...... ....---..._.__. ► 7 ISM n v 00 � N ►�� U ] v? Lc, Q o J CD U C �+ O v • 1-0 4 QJ � Q o ti CYJ m I F� 1 �3 / W / gp i i - i f f t � y1r Uu. 3d e GAh ANd -PATTERSON, P.E. FL Lic. No.: 14175 ,n In IN IN U m N cv Z 0) Ln �0 d — '::,CD r Z to �r r� a • �' C; r p Z � 0 >L Cf) O p i Q LL C N J �om'o3'o N L.L t j p� O p C Ca . -p='F- _ rn t C T Q) Cfl G U N C r T p O Q I� O C d(nW�U G a O ss r V l C ; M Z. m �Q t0 t 0 Ca = Q. Q _ a LL,IV m � Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: MJO Drawn: JRS Job: 21-082 Sheet p I Incorrect Typical Underground Connection by G.C. Note Sweep Tee Orientation! N 90° Sweep ELL Soc A" e`- ----- T-- G-NRAL NOTES 1. THIS DRAWING5 15 FIROI" I SONNY'S ONE WASH DESIGN SERVICES DRAWINGS AND A5 SUCH THE DIMENSIONS AND PIPING LAYOUT ARE THE RE5PON5151LITY OF SONNY'S ONE W,45H. 2. VERIFY WITH SONNY'S ONE W,45H LATEST DRAWING FOR EXACT DI1v1EN5IONS AND PIPING LAYOUT PRIOR TO INSTALLING ANY PIPING/GONDUIT. 2" Vacuum Hose to Cyclone 4"N6" SCH 80 PVC Pipe 1 1 /2" Vacuum ...to Trash Separator Hose C/0 C/0 777777/. Clean Out PVC Plug & Bushin 4" SCH40 PVC Elbo 4" SCH 80 PVC Pipe ...to Below Ground 4" Socket x 2" NPT Reducer Bushing --- 2" NPT x 2" Hose Barb Adapter 2" Vacuum Hose to Cyclone QVACUUM PN u11-1AT I C; LAYOUT -ACALE: N.TZ. REVISIONS BY rQ 00 U � m L L' C � r U 2 ` U � n U N C U C r . CD U Lo N Lo N ^, C px , Mill G-< s 333 'm PE E 14 4.3 9 0 GARLAND PATTERSON, P.E. F L Lic. No.: 14175 tf7 M N U m 0� z ��o^ o Z (n d n + Q C r A) Paz o a EE �� r c ❑ ILLa N Co E In 8cn U w a@ 5 �3: V C Q M V m 0 (� LJi. C V V O ® i Q M .0 CL a �a z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: MJO Drawn: JRS Jo7: 21 —082 S^Pet P 1 OUTSIDE A I � 1REOU 11R 1-IENTe ACCEPTABLE INDOOR AIR QUALITY 15 ACCOMPLISHED USING FMC 2011: TABLE 4033.1.1 1. OCCUPANCY (OFFICE). a. I SEATS PER ARCHITECT i x 5 CFM PER PERSON - 5 CFM b. 16 $Q FT. x .06 CFM/SQ. FT. - 5 CFM TOTAL ■ 10.0 CFI 2. OCCUPANCY (RECEPTIONAVAITING). a. 246 SQ. FTJ3334 - 8 8 x 5 CFM PER PERSON - 40 CFM b. 246 SQ FT. x .06 CFM/SQ FT. - 15 CFM TOTAL - 55 CFM 3.00CUPANCY (CONTROL ROOM a. 355 SQ FT. x .12 CFM/SQ FT. - 43 CFM TOTAL = 43 CFM TOTAL VENTILATION AIR REQUIRED- 108 TOTAL VENTILATION AIR SUPPLIED- 108 CFM BUILDING PRESSURE: EXHAUST AIR (INTERMITTENT) -15 CFM OUTSIDE AIR SUPPLIED +180 CFM +105 CFM THE OTHER 2 EXHAUST PANS PULL AIR FROM EXTERIOR OF BUILDING AND ARE INTERMITTENT. mm G�N F,AL NOTES I. COORDINATE EXACT PLACEMENT OF THERMOSTATS WITH ARCHITECT AND WITH FURNISHINGS. 2. ALL DUCTWORK SHALL HAVE A MINIMUM OF R-8 INSULATION. 1G�'�ID NOTES I. MECHANICAL EQUIPMENT SHALL BE MOUNTED ON THE ROOF WITH ROOF CURB, ORDER ROOF CURB WITH SLOPE TO MATCH THE ROOF SO THE MECHANICAL EQUIPMENT IS LEVEL. 2. EXHAUST FAN SHALL HAVE A 26"x26" DUCT DOWN_ TRANSITION TO 34x34 IN THE DROP DOWN AND KEEP TIGHT TO THE BOTTOM OF ROOF DECK. 3. PROVIDE FULLY LOUVERED DOORS, REFER TO ARCHITECTURAL PLANS FOR EXACT INFORMATION. 4. 9" ROUND OUTSIDE AIR DUCT UP TO GOOSE NECK OR ROOF CAP ON ROOF. 150 CFM OF OUTSIDE AIR. 5. 6" EXHAUST UP THRU ROOF TERMINATE WITH ROOF CAP (RC -I). 0 1"-ICLAN I CAL FL 00fR FLAN SCALE: 3A&" = r-0„ REVISIONS BY ............................................................................................ .................................................... ....................................... r i J; 00 C CO m CD rQD :J tf— �� (V ^ 7 y ti N . ti O i zC-Q 9 . •a-.� S%Hi ...n.nrrvr"{ j•Wj i W 1 . pn�f , , R 77 pp GARLAND PATTERSON, P.E. FL Lic. No.: 14175 � M N •N- U m ro N Z 0 U-3 o z �ti in r ��.au) roz J o"'o LL 0 ri 4 Ln p O c O C 9- V7 Lu U G a O ■ / 1 der C = M C m Q Uv° 0 c F- .v t .° 7 > v msa CL Q ® tY z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: MJO Drawn: M J 0 job: 21-082 Sheet m 1 <E `T' NOTES I. MECHANICAL EQUIPMENT SHALL BE MOUNTED ON THE ROOF WITH ROOF CURB, ORDER ROOF CURB WITH SLOPE TO MATCH THE ROOF 50 THE MECHANICAL EQUIPMENT IS LEVEL. 2. EXHAUST FAN SHALL HAVE A 30"x3O" DUCT DOWN. 3. 9" ROUND OUTSIDE AIR DUCT UP TO GOOSE NECK OR ROOF CAP ON ROOF. 4. 6" ROUND EXHAUST AIR DUCT UP TO G006E NECK OR ROOF CAP ON ROOF. t r'-IC�44N«AL fRC0F FLAN REVISIONS BY Y H� • O V L r _ try Q N L C (J E V x G V u Q N a +;1 ,4 'F m 14175 � j: v s r M ue 41, a if GARC ND``PATTERSON, P.E. FL Lic. No.: 14175 Ln N Um ON Z Q) U-) =�C4rZ Q O h QV1 Z s p � C u- ❑ N J C) L O L �-n p N p c IN rns U '4 Q) 8(n U w a *.. Q M � ® = _ rQ C V I V 'L7 O C F— t C) ° Z > t in a LL. a N Z Date: 08. 25. 21 ------------- Scale: AS NOTED Protect Mgr: MJO ........ -- Drawn: MJO ------------ Job: 21-082 Sheet M2 SUPPLY AIR DIFFU5ER - -- i RETURN AIR GRILLE i EXHAUST FAN d AIR GRILLE RIGID CUGTUJORK FLEXA5LE CUGTWORK RI .IC CUGTWORK SUPPLY DUCT SEGTI ;N - RETURN DUCT SECTION THERM06TAT CONTROL REMOTE DUCT SENSOR SMOKE DETECTOR MANUAL VOLUME DAMPER ROUND, DIAMETER MARK - EF-1 EF-2 MANUFACTURER - GREENHECK GREENHECK MODEL - SP-80VG LBP-21-1 TYPE - CEILING ROOF EXHAUST AIR CFM 15 4500 EXT. STATIC PRESSURE IN. H O 025 025 MOTOR WATTS E.1 3/4 H.P. DRIVE - DIRECT BELT SPEED RPM 936 855 BHP - - 0.25 SONES - 0.6 14.4 CONTROLS - LIGHT SWITCH THERMOSTAT ELECTRICAL VOLTS/PHASE 115/1 115A NOTES - 1;,3,4AIP 1;,3,1,8,9,10 NOTES: 1. PROVIDE VARIABLE SLED CONTROLLER - UNIT MOUNTED 2. INTEGRAL DISCONNECT SWITCH 3. PROVIDE BACKDRAFT DAMPER 4. OUTLET SCREEN 5. VIBRATION ISOLATION E. CEILING RADIATION DAMPER 1. MANUFACTURERS CURB & LiNE VOLTAGE THERMOSTAT 9. BIRD SCREEN 10. ALUMINUM HOUSING MARK - RC-1 MANUFACTURER - GREENHECK MODEL - GRS NECK INCHES SR EXHAUST AIR CFM UP TO 250 EXT. STATIC PRESSURE RHO im TOP DIAMETER INCHES 1S HEIGHT WO/CURB INCHES 1 FLANGE SIZE INCHES ISAS NOTES - 1-3 NOTES: 1. PROVIDE GREENHECK OR APPROVED EQUAL 2. PROVIDE ROOF CURB FOR FLAT OR PITCHED ROOF 3. PROVIDE SPUN ALUMINUM CONSTRUCTION WITH BIRDSCREEN MARK K NFAC1tM MODEL NUMBER SIZE CFM NECK LOCATION MATERIAL NOTES: A METALAIRE 5100-6 AL 24 X 24 SE PUW SEE PLOW CEILING ALUMINUM 1,2k B METALAIRE 5100-E AL 12 X 12 OMPLAtt 6"4 CEILING ALUMINUM A C METALAIRE RH 24 X 24 UFLAM 14 X 14 CEILING ALUMINUM 1,24 D METALAIRERH 12 X 12 1 SM KM 1 14 CEILING I ALUMINUM 1 1,2,4,E /A4/4 /10"RND IZE THROW) CI=M NELEX CONNECTION SIZE S 1. PROVIDE MANUAL VOLUME DAMPER AT MAIN TRUNK FOR BALANCING. 2. DIFFUSER FINISH SHALL BE OFF-WHITE:. 3. PATTERN SHALL BE 45 DEGREE FIXED BLADE, -3/4" SPACING, 4. PROVIDE PRE-PAB R-6 INSULATED GRILLE BOX WITH TAB COLLAR 5. GRILLE FACE SHALL BE DOUBLE DEFLECTION TYPE. NO STAMPED GRILLES ACCEPTED. 6. PROVIDE SURFACE MOUNT FRAME FOR INSTALLATION IN GYP CEILING, WHERE APPLICABLE. 101 MECHANICAL LEGEND EXHAUST PAN SCHEDULE O ROOF C41'S - EXHAUST VENILATORS a Alit DISTR15UTION SCHEDULE SCALE- N SCALE: SCALE: NOW SCALE: NONE PROJECT LOCATION AIR HANDLER MARK AH-1 MANUFACTURER CARRIER MODEL FX4D SIZE 061 SUPPLY AIR CFM 1850 RETURN AIR CFM 1670 OUTSIDE AIR CFM 180 EXT STATIC PRESS IN, WG 0.5 MOTOR (ECM) HP 3/4 ENTERING AIR 'F DB 80 ENTERING AIR •F WB 67 COOLING CAPACITY MBTU 60.0 ELECTRIC HEAT KW 7.5/10.0 ELECTRICAL V/_ **208/230-1 MIN CIRCUIT AMPS AMPS 53.8/58.5 FUSE AMPS AMPS 60/60 BLOWER AMPS 2.8 WEIGHT LBS 201 CONDENSING UNIT MARK CU-1 MANUFACTURER CARRIER MODEL 25HCB6 SIZE 60 # SCROLL COMPRESSORS 1 SYSTEM SEER / EER 15.7 HEAT PUMP HSPF / COP 9.0 HEATING CAPACITY MBTU 42.9 SUCTION UNE(S) OD INCHES 3/4 LIQUID LINE(S) OD INCHES 3/8 ELECTRICAL V/0 **208/230-1 MIN CIRCUIT AMPS AMPS 30.1 FUSE AMPS AMPS 50 COMPRESSOR RLA 23.0 COND FAN AMPS 1.3 WEIGHT LBS 349 - 208-230/3 NOT AVAILABLE NOTES: 1. PROVIDE CARRIER OR APPROVED EQUAL WITH REFRIGERANT 410A 2. PROVIDE PROGRAMABLE TEMPERATURE AND HUMIDITY CONTROLLER 3. PROVIDE SINGLE POINT ELECTRICAL CONNECTION 4. PROVIDE 2 COMPLETE SETS OF 30X PLEATED FILTERS 5. PROVIDE ECM SOFT RAMP ON -OFF INDOOR FAN MOTORS 6. ROUTE CONDENSATE DRAINS (AND PUMPS AS REQUIRED) 6. USE CONDENSATE PUMPS ONLY WHEN GRAVITY DRAINS ARE NOT POSSIBLE 8. PROVIDE UV-C GERMICIDAL LAMP FOR INDOOR COILS 9. FIELD ROUTE REFRIGERANT PIPING FROM AIR HANDLERS TO CONDENSING UNITS 10. SIZE REFRIGERANT LINES FOR 100 FT EQUIVALENT LENGTH 11. COOLING CAPACITY SHOWN FOR 95•F OUTDOOR TEMPERATURE 12. PROVIDE FACTORY ARMOR COATED EVAPORATOR AND CONDENSER COILS SUBMIT A WRITTEN COATING WARRANTY FOR APPROVAL `..'J 5FL IT SYSTEM HEAT FU 10 SCHEDULE SCALE: NONE 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE CODES INCLUDING THE NATIONAL ELECTRIC CODE, NFPA AND ALL LOCAL CODES AND ORDINANCES. 2. ALL WORK SHALL BE COORDINATED WITH THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THIS CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL, AND CONNECT ALL ITEMS SHOWN ON THE DRAWINGS WITH APPROPRIATE SERVICES AT NO ADDITIONAL COST TO THE OWNER 3. THE PLANS ARE DIAGRAMMATIC AND ARE ONLY INTENDED TO CLARIFY THE SCOPE OF WORK AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. PRIOR TO STARTING THE PROJECT, THIS CONTRACTOR SHALL STUDY THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND COORDINATE ALL WORK WITH THE OTHER TRADES, THE ARCHITECTURAL PLANS SHALL BE USED FOR EXACT CEILING GRID AND DIFFUSER LOCATIONS. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION SCHEDULES OF ALL TRADES. FIXED WORK, SUCH AS DUCTWORK 514ALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUIT, SMALL WATER LINES, ETC. 5. IF DIRECTED BY THE OWNER, THE CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE REASONABLE MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT CONFLICT WITH THE WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK 6. SMACNA'S "DUCT CONSTRUCTION STANDARD" SHALL BE CONSIDERED PART OF THE SPECIFICATIONS FOR THIS PROJECT. ANY WORK THAT DOES NOT COMPLY WITH THESE STANDARDS MAY BE REJECTED AT ANY STAGE IN THE PROJECT. IF THE REQUIRED WORK HAS NOT BEEN COMPLETED AT THE TIME OF THE ENGINEER'S INSPECTION, THEN THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPENSATING THE ENGINEER FOR ANY ADDITIONAL SITE VISITS WHICH MAY BE REQUIRED DUE TO THE MECHANICAL CONTRACTOR'S FAILURE TO COMPLY WITH THE PLANS AND SPECIFICATIONS. 1. DUCTWORK, DIFFUSERS, REGISTERS, GRILLES AND OTHER ITEMS OF THE AIR HANDLING SYSTEM, SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. 6. PROVIDE DUCT SMOKE DETECTORS PER CODE IN ALL AIR CONDITIONING EQUIPMENT SERVING THIS SPACE. PROVIDE REMOTE AUDIBLE VISUAL ALARMS, CONNNECT TO BUILDING FIRE ALARM SYSTEM IF PRESENT. NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD CONDITIONS. CONTRACTOR SHALL VISIT SITE AND CONFIRM ALL EX15TM SYSTEMS PRIOR TO SUBMITTING BID. ARCHITECT TO BE NOTIFIED OF ANY CONCERNS OR POTENTIAL PROBLEMS. D21HVAC GENERAL NOTES SCALE: NOW REVISIONS BY .......... ...._................................................ -.. .......................... ........,. ............................................................... ....................... ....._............................ .............. ...... ............ ►--� co c N ^, M CO E y ti u Y ro� a 2 c: N .L Lo J i Too t- 3 ~ T N ti M x . L " GARLAND 'PATTERSON, P.E. FL Lic. No.: 14175 to M N L1 m00N z tf7 p p _ s, .. En <r r -�.• d ' 6�.� s6z EE V) c 0 - - N J O A � O L.L _ =0 .�� U N (D ow.�N in Ld = 0 �O ® O r'� • C V V) V 'iJ = O L Z > v m •= o- Q ti ®CL C N Q 3 1 Date: 08. 25. 21 Scale: AS NOTED Project Mgr: MJO Drawn: MJO Job: 21-082 SY eet IIVI ' 6'-0i1 SPACING PVC PIPE STRAP: FACTORY SCH. 40 PVC FABRICATED, FASTENED TO WOOD SUPPORT W/ GALV. EXTRA LAYER OF WOOD SCREWS ROOFING SLOPE W/ ROOF�� r PRESSURE TREATED BLOCK: MINIMUM 2" THK. /, /�� rgg, o Air CANDLER SUPPORT SETA NOT TO SCALE, FOR DIAGRAMATIC PURPOSES, ONLY. 1, 3/811 THREADED SUPPORT ROD 2. SUPPLY DUCT. 3. AIR HANDLER. 4. 2" UNISTRUT OR STEEL ANGLE BOTTOM SUPPORT. PROVIDE 1" CORK 4 NEOPRENE ISOLATOR BETWEEN UNIT AND SUPPORT. S. SUSPENDED CEILING SYSTEM, AS APPLICABLE. (o. ROOF SYSTEM, WITH INSULATION, AS APPLICABLE. i. 2"X2" STEEL/UNISTRUT ACROSS JOISTS OR PERLINS WITH 1" CORK 4 NEOPRENE BETWEEN JOIST AND STEEL. DRILL STEEL ,AND INSTALL THREADED ROD THROUGH ANGLE WITH WASHER AND LOCKING NUT. OVER 300 LBS USE 4" UNISTRUT/STEEL SUPPORTS. 8. RETURN DUCT. cl FLOAT SWITCH, SECURED TO PAN. 10. TWO INCH DEEP SECONDARY DRAIN PAN SECURED TO BOTTOM ANGLES WITH 2" 16 GA. STEEL STRAP. SLOPE PAN SLIGHTLY TOWARD FLOAT SWITCH. SUPPLY AIR 'PANDUIT' OR 1-fl=l STRAP OVER INNER C01RE OF FLEX. THERMAL INSULATION OVER THE TOP OF THE DIFFUSER (AS APPLICA CEILING D FLEXIBLE DUCT CEILING NOTES: - TAPE INNER COIL OF FLEX TO THE DIFFUSER COLLAR TAPE COMPLETELY AROUND TO ASSURE AN AIR TIGHT SEAL OR USE 'ZIP' STRAP AROUND INNER CORE OF FLEX. USE METAL BAND CLAMP WHERE REQUIRED BY LOCAL AUTHORITY. - PULL FLEX INSULATION AND OUTER COVER DOWN OVER GRILLE COLLAR AND SECURE TO GRILLE WITH TAPE ONLY. DO NOT USE STRAP OR OTHER METHOD WHICH WILL COMPRESS INSULATION. - STRETCH FLEX TIGHT BETWEEN DUCT AND DIFFUSER TO AVOID KINKS. SUPPORT EVERT' FOUR FEET WITH 2" STEEL STRAP OR OTHER APPROVED HANGER HANGER SUPPORTS: — S'O.C. = 0-35" DUCTS VO.C. = 36-59" DUCTS DUCT BOARD SUPPLY DUCT SADDLE: 22 GAUGE INSULATED ROUND FLEXILE DUCT SUPPORT FLEX DUCT EVERY FOUR FEET WITH 2" 24 GA. STEEL STRAP. TAB COLLAR WITH MANUAL DAMPER CEILING - HANGER SUPPORTS SHALL BE AS NOTED ABOVE FOR DUCT WIDTHS UP TO 24" AND WITH TRAPEZE HANGERS FOR DUCTS 25" AND ABOVE. I CONDENSATE_)IROOF PIPING SUPPORT DETAIL I : NO4CALE- NCVE 101 GRAMATIC DUCT TAKE -OFF DETAIL JOICEILING DIFFUSER DETAIL (LAY -IN) 1010EILINGSCALE; NOW SCALE- DIFFUSER RUNOUT D 1',41L (LAY- IN) VEC0 MODEL 30ON COW NEOPRENE 1 i _.. +' . . , _: . AT + _ CORNER OF ! LONG 5Y WIDTHOF 4 Iro GA. 5"EET METAL .— OVER ENTIRE •- OF 1 TO ROOF BENEATH r-W FROM THE ELEMEN`I��� ROOF F.:. SAME WIDTH AS CONDENSERMOUNTING LEGS, MIN 12" HIGH r , LONG AS REQUIRED FOR NUMBER OF INSULATIONRIGID EXTENDED OVER CURB EDGE, TYPICAL. —O• SIDE,1/2" 5OLT6, WITH WASHERS AT EAC�4 SIDE, EVERY 2411, MIN. TWO PER 'E CURB O STEEL ANGLE. SHALLANGLE 5E WELDED BETWEEN TWO BAR 'JOISTS WITH 5- r THROUGH TO CURB TO SECURE TO CONDENSER 211 16 GA. GALV. STEEL STRAP, CENTERED ON EACH SIDE. SECURE WITH TWO 3/4" SELF - TAPPING SCREWS AT CU AND AT CURB. NO SLACK ALLOWED IN STRAP. a.' WOOD NAILER COUNTER FLASHING / ROOFING FELT (FIELD SUPPLIED) CANT STRIP ROOF INSULATION FIELD ROOFING EXTENDS 211 ABOVE TOP OF CANT STRIP CANT STRIP WOOD BLOCKING 0 ROOF CURB FLASHING CEMENT CORNERS WRAPPED W/ FIBER TAPE AND FLASHING CEMENT. DO NOT CUT OFF FLAPS. MODIFIED ASPHALT FLASHING MEMBRANE NAILED 0 8" O.C. (TYP.) EXTEND 6" ON TO FIELD OF ROOFING FIELD ROOFING EXHAUST VENTILATOR . WITH PLENUM SYSTEM DUCT CEILING STEEL CEILING SUPPORT ACROSS T-BARS OR FRAMING. NOTE S: - COORDINATE VENTILATOR CURB OR CURB ADAPTER INSTALLATION WITH GENERAL CONTRACTOR PRIOR t0 ORDER - INSTALL EXHAUST DUCT WITHIN JOISTS AND/OR ABOVE SUPPLY AND RETURN DUCTWORK COORDINATE DUCT ELEVATIONS PRIOR TO FABRICATION OR INSTALLATION. HANGER SUPPORTS:— S'OC. = 0-35" DUCTS &'OG. ■ 36 -59" DUCTS INSULATED ROUND FLEXIBLE DUCT SUPPORT FLEX DUCT EVERY FOUR FEET WITH 2" 24 GA STEEL STRAP. TAB COLLAR WITH MANUAL DAMPER DUCT BOARD SUPPLY DUCT SADDLE: 22 GAUGE GRILLE CEILW_i CEILING - HANGER SUPPORTS SHALL BE AS NOTED ABOVE FOR DUCT WIDTHS UP TO 24" AND WITH TRAPEZE HANGERS FOR DUCTS 25" AND ABOVE. OI uRB DE1'AIL LE: We IOI�XH�AUSt BAN DETAIL j(DICEILING DIFFUSER RUNOUT DETAIL (GRILLE BOX) PRE -FAB CURB BY OTHERS ib GAUGE BY 2" NOTES: GALVANIZED STEEL CONE. WELD ANGLE TO STRAP SECURED TO SUPPLY AIR I. CURB SHALL BE SECURED To ROOF DECK PER ABOVE AND BAR JOIST UNIT FRAME WITH 3i4" ROOF FAN SCREWS AND TO CURB CLASS ONE ROOFING INSTALLED OVER CURB AS INDICATED. 4"x 41lx '4411 WITH 11/2" SCREWS- FLEXIBLE DUCT STEEL ANGLE PROVIDE WASHERS PRE-FAB GRILLE BOX-'; 2. PROVIDE I6 GA. SHEET METAL CAP OVER CURB, SEALED / ALTERNATE: SECURE RTU WEATHER TIGHT. TOTAL AREA INSIDE CURB SHALL BE BETWEEN SCREWS TO CURB WITH M4 <��::.'.` TAB COLLAR AND STRAPS TYP. OPPOSED BLADE DAMPER COMPLETELY SEALED TO THE ELEMENTS. SCREWS WITH WASHERS, (ONLY IF VD. CANNOT / SECURE CURB TO 2" PROVIDE TWO PER , , CEILING 3. WIND SPEED DESIGN IS FOR 135 MPH. �': UNISTRUT AT JOISTS LONG SIDE AND ONE BE PROVIDED E t . ` ..t.. '� 4*`:;"' AND SPANNING AT PER SHORT SIDE. ACCESSED AT MAIN SUPPLY oUcta 4. TOP OF CURB SHALL BE MIN. 8" ABOVE FINISHED ROOF. LEAST TWO MEMBERS. :.. 'rI i `- BAR JOIST USE 3/8" THREADED ROD i I ROOF CURB _....._.__ 5. BOLTS SHALL BE INSTALLED FROM CURB INTO STEEL BELOW ,' WITH WASHERS AND ._.... 'r r ........y ;.........r... ON 24" CENTERS, MINIMUM TWO PER SIDE, TYPICAL. , LOCKING NUTS. ); t<3 ROOF PECK 4 x 4 x 1/4 CEILING DIFFUSER ADJUSTABLE VANES 6. HVAC CONTRACTOR SHALL PROVIDE CURB TO ROOFING STEEL ANGLE �, .,_` , Mlh rr z ........._.. ... . CONTRACTOR FOR INSTALLATION AND COORDINATE `. LOCATION WITH ROOFER AND GENERAL CONTRACTOR PRIOR ' TO INSTALLATION NOTES: .`... - TAPE INNER COIL OF FLEX TO THE DIFFUSER NOTES: COLLAR TAPE COMPLETELY AROUND TO ASSURE CONT. WELD ANGLE ` y ` µ i. SET ROOF FAN ON CURB AND SECURE AS INDICATED WITH AN AIR TIGHT SEAL. TO BAR JOIST ONE STRAP PER SIDE. SECURE CURB TO UNI-STRUT AT EACH CORNER OF CURB. -PULL FLEX INSULATION AND OUTER COVER DOWN OVER GRILLE COLLAR AND SECURE TO GRILLE BOX 2. THIS DETAIL IS PROVIDED FOR FLORIDA HURRICANE 146 WITH FOIL TAPE. DO NOT USE STRAP. MPH TIE -DOWN COMPLIANCE. - STRETCH FLEX LIGHT BETWEEN DUCT AND BAR JOIST 3. COMPLETE INSTALLATION SHALL BE CAPABLE OF DIFFUSER TO AVOID KINKS. SUPPORT EVERY FOUR WITHSTANDING A 146 MPH WIND FORCE. FEET. 4. PROVIDE WASHERS BETWEEN SCREWS/BOLTS. - SECURE ALL STRUCTURAL MODIFICATIONS TO BUILDING; SHELL SHALL BE APPROVED BY KSF-1 TO STRUCTURE IN SIMILAR FASHION. LANDLORD PRIOR TO CONSTRUCTION IN WRITING. SUCH LETTER SHALL BE SUBMITTED TO THIS OFFICE PRIOR TO CONSTRUCTION. IICONDENSER CURB DETAIL ROOF CURB SUPPORT DETAIL ROOF -TOP FAN TIE -DOWN DETAIL O CEILING DIFFUSER DETAIL (GRILLE BOX) WALE- NCte SCALE: NCNE SCALE; NOW SCALE: NOW =a REVISIONS BY � � v ' rx to �L 1-•y N � l� U =xti f f �,j N p r c__r �I ¢ E o 1•�•��1 G ;� c N / I Vl a g ' ray GARLAND PA TERSON, P.E. FL "Lc. No.: 14175 LO M • N N Um 00N Z (vu) O n p .c -az E 0m o a` E 0WN a c 00 _ m 0N� �r 0 p o � o V) Ld U a@ 0 _ V r M C <31 3 M c ® 0 Q LA. c 0 vi V v mO mQ m r o- m a 3a m LL' Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: MJO Drawn: MJO Job: 21-082 S1� 1eet M4 E`FIrCAlTl JNS Ll I Erb ON T45 5HEET M.A ``" N SFECIFCA ONS GENERAL THE GENERAL MECHANICAL SPECIFICATIONS APPLY TO THE WORK SPECIFIED IN THIS SECTION. I' • r #lN 51 FURNISH AND INSTALL COMPLETE AIR CONDITIONING SYSTEMS AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED WITHIN THESE SPECIFICATIONS. WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FABRICATION AND/OR INSTALLATION OF THE SCHEDULED AIR CONDITIONING UNITS, EXHAUST FANS, AIR DISTRIBUTION AND DUCTWORK. CLEANING, TESTING AND ADJUSTING: THE MECHANICAL CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST, CHECK, BALANCE, AND PLACE IN SERVICE THE VARIOUS SYSTEMS HEREIN SPECIFIED WITH THEIR RESPECTIVE EQUIPMENT, ACCESSORIES AND PIPING. HE SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS REQUIRED TO PERFORM TESTS REQUIRED BY THESE SPECIFICATIONS AND BY THE GOVERNING AUTHORITIES. NO WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. TESTING: ADJUST THE AIR CONDITIONING SYSTEMS, VENTILATING SYSTEMS, FANS, ETC., TO DELIVER NOT LESS THAN THE REQUIRED AIR QUANTITY WITH QUANTITIES IN EXCESS TO BE SUBJECT TO THE APPROVAL OF THE ENGINEER IF FOUND TO NOT HAVE OBJECTIONABLE EFFECTS SUCH AS NOISE, DRAFTS, OR MOTOR OVERLOAD. THIS CONTRACTOR SHALL PROVIDE THREE (3) COPIES OF A TEST AND BALANCE REPORT TO THE OWNER AT TIME OF SUBSTANTIAL COMPLETION INSPECTION. THE TEST AND BALANCE REPORT SHALL BE TYPEWRITTEN AND CONTAIN THE FOLLOWING DATA: 1. DATE, TIME, WEATHER, WHEN TEST TAKEN. 2. AIR CAPACITIES AT EACH UNIT INCLUDING OUTSIDE AIR. (ENTERING AND LEAVING DB/WB) 3. STATIC PRESSURE THROUGH UNITS AND UNIT COMPONENTS. 4. MOTOR OPERATING VOLTAGE AND AMPERAGE. 5. DRIVE TYPES, SIZES AND SPEED RANGE. 6. IDENTIFICATION OF ALL AIR TERMINAL DEVICES WITH DESIGN CFM AND ACTUAL CFM. ADDITIONALLY, SYSTEMS DRAWING CLEARLY MARKED TO IDENTIFY LOCATION OF EQUIPMENT AND AIR DEVICES TESTED SHALL BE PROVIDED ALONG WITH THE WRITTEN TEST AND BALANCE REPORT. MAINTENANCE MANU PROVIDE COMPLETE MAINTENANCE MANUALS (3 REQUIRED) ON ALL NEW EQUIPMENT. ORGANIZE OPERATING AND MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE SIZE. BIND PROPERLY INDEXED DATA INTO INDIVIDUAL, HEAVY-DUTY, 2-INCH, 3-RING VINYL COVERED BINDERS WITH POCKET FOLDERS FOR FOLDED SHEET INFORMATION. MARK APPROPRIATE IDENTIFICATION ON FRONT AND SPINE OF EACH BINDER. INCLUDE THE FOLLOWING TYPES OF INFORMATION. THE INFORMATION WILL BE TURNED OVER TO THE OWNER AT TIME OF SUBSTANTIAL COMPLETION: - OPERATING AND MAINTENANCE INSTRUCTIONS - SPARE PARTS LIST - COPIES OF WARRANTIES - WIRING DIAGRAMS - INSPECTION REPORTS AND APPROVALS - SHOP DRAWINGS AND PRODUCT DATA TRAINING SERVICES THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF ALL EQUIPMENT FURNISHED AND LOCATION OF ALL VALVES AND CONTROL DEVICES. TRAIN BUILDING OWNER'S PERSONNEL DURING NORMAL WORKING HOURS ON STARTUP AND SHUTDOWN PROCEDURES, TROUBLESHOOTING PROCEDURES, SERVICING AND PREVENTATIVE MAINTENANCE SCHEDULE AND PROCEDURES. REVIEW WITH THE OWNER'S PERSONNEL, THE DATA CONTAINED IN THE OPERATING AND MAINTENANCE MANUALS. SCHEDULE TRAINING WITH OWNER, PROVIDE AT LEAST 7-DAYS PRIOR NOTICE TO ARCHITECT/ENGINEER. HANGERS AND SUPPORTS PROVIDE ALL NECESSARY HANGER RODS, CLAMPS AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT DUCTWORK, PIPING AND EQUIPMENT FROM THE BUILDING STRUCTURE. PROVIDE ANY ANGLE IRON OR UNISTRUT AND SUSPENSION RODS REQUIRED TO INSTALL EQUIPMENT, PIPING AND DUCTWORK. ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER. THE USE OF BALING WIRE OR PERFORATED METAL STRAPPING IS NOT ACCEPTABLE FOR SUPPORTS. WARRANTY/GUARANTEE: THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION OF THE PERIOD OF ONE (1) YEAR. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE OWNER AND ARCHITECT AND ENGINEER. SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHING OF THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS THERETO. EQUIPMENT: 1.1 QUALITY ASSURANCE A. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, AND MARKED FOR INTENDED USE. B. UNITS SHALL BE DESIGNED TO OPERATE WITH HCFC-FREE REFRIGERANTS. 1.2 WARRANTY A. SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPLACE COMPONENTS LISTED BELOW THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD. 1. WARRANTY PERIOD FOR COMPRESSORS: MANUFACTURER'S STANDARD, BUT NOT LESS THAN FIVE (5) YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 2. WARRANTY PERIOD FOR HEAT EXCHANGERS: MANUFACTURER'S STANDARD, BUT NOT LESS THAN FIVE (5) YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 1.3 MANUFACTURERS A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: 1. MON 2. TRANE 3. CARRIER 4. YORK 2.1 CABINET A. CONSTRUCTION: SINGLE WALL. B. EXTERIOR CASING: GALVANIZED STEEL WITH BAKED -ENAMEL PAINT FINISH WITH LIFTING LUGS AND KNOCKOUTS FOR ELECTRICAL AND PIPING CONNECTIONS. 2.2 INTERIOR CASING - GALVANIZED STEEL A. BASE RAILS: GALVANIZED -STEEL RAILS FOR MOUNTING ON ROOF CURB. B. SERVICE DOORS: HINGED ACCESS DOORS WITH NEOPRENE GASKETS. C. INTERNAL INSULATION: FIBROUS -GLASS DUCT LINING COMPLYING WITH ASTM C 1071, TYPE 11. 1. THICKNESS: 1 INCH (25 MM). 2. INSULATION ADHESIVE: COMPLY WITH ASTM C 916, TYPE I. 3. MECHANICAL FASTENERS: GALVANIZED STEEL, SUITABLE FOR ADHESIVE ATTACHMENT, MECHANICAL ATTACHMENT, OR WELDING ATTACHMENT TO CASING WITHOUT DAMAGING LINER AND WITHOUT CAUSING AIR LEAKAGE WHEN APPLIED AS RECOMMENDED BY MANUFACTURER. D. CONDENSATE DRAIN PANS: FORMED SECTIONS OF STAINLESS -STEEL SHEET DESIGNED FOR SELF -DRAINAGE. FABRICATE PANS WITH SLOPES TO PRECLUDE BUILDUP OF MICROBIAL SLIME. PROVIDE FLOAT SWITCH. E. ROOF CURB: FULL -PERIMETER CURB OF SHEET METAL, MINIMUM 14 INCHES HIGH, WITH WOOD NAILER, NEOPRENE SEALING STRIP, AND WELDED Z-BAR FLASHING. 2.3 SUPPLY -AIR FAN A. FAN: FORWARD -CURVED CENTRIFUGAL, STATICALLY AND DYNAMICALLY BALANCED, GALVANIZED STEEL, MOUNTED ON SOLID -STEEL SHAFT WITH SELF -ALIGNING, PERMANENTLY LUBRICATED BALL BEARINGS. B. MOTOR: TOTALLY ENCLOSED -SPEED MOTOR. C. DRIVE: V-BELT DRIVE WITH MATCHING FAN PULLEY AND ADJUSTABLE MOTOR SHEAVES AND BELT ASSEMBLY WITH MINIMUM 1.4 SERVICE FACTOR. D. MOUNTING: FAN WHEEL, MOTOR, AND DRIVES SHALL BE MOUNTED IN FAN CASING WITH SPRING ISOLATORS. 2.4 REFRIGERATION SYSTEM A. FABRICATE AND LABEL REFRIGERATION SYSTEM TO COMPLY WITH ASHRAE 15, "SAFETY CODE FOR MECHANICAL REFRIGERATION." B. COMPRESSORS: RECIPROCATING OR SCROLL COMPRESSORS WITH INTEGRAL. VIBRATION ISOLATORS, INTERNAL OVERCURRENT AND OVERTEMPERATURE PROTECTION, INTERNAL PRESSURE RELIEF. C. EER AND COP: 13 EER AND 11.8 COP VALUES AS DEFINED BY ASHRAE/IESNA 90.1, "ENERGY EFFICIENT DESIGN OF NEW BUILDINGS EXCEPT LOW-RISE RESIDENTIAL BUILDINGS." D. REFRIGERANT: R-410A ON ALL NEW SYSTEMS. E. REFRIGERATION SYSTEM SPECIALTIES: EXPANSION VALVE WITH REPLACEABLE THERMOSTATIC ELEMENT 1. REFRIGERANT DRYER. 2. HIGH-PRESSURE SWITCH. 3. LOW-PRESSURE SWITCH. 4. THERMOSTAT FOR COIL FREEZE-UP PROTECTION DURING LOW AMBIENT TEMPERATURE OPERATION OR LOSS OF AIR. 5. BRASS SERVICE VALVES INSTALLED IN DISCHARGE AND LIQUID LINES. 6. OPERATING CHARGE OF REFRIGERANT. 2.5 CAPACITY CONTROL A. HOT -GAS BYPASS REFRIGERANT CONTROL FOR CAPACITY CONTROL WITH CONTINUOUS DEHUMIDIFICATION ON A SINGLE COMPRESSOR. 2.6 REFRIGERANT COILS A. EVAPORATOR AND CONDENSER COILS SHALL BE DESIGNED, TESTED, FABRICATED, AND RATED ACCORDING TO ARI 410 AND ASHRAE 33. COILS SHALL BE LEAK TESTED UNDER WATER WITH AIR AT 315 PSIG (2170 KPA). 1. CAPACITY REDUCTION: CIRCUIT COILS FOR FACE CONTROL. 2. TUBES: COPPER. 3. FINS: ALUMINUM 4. FIN AND TUBE JOINT: MECHANICAL BOND. 5. SUCTION AND DISTRIBUTOR: SEAMLESS COPPER TUBE WITH BRAZED JOINTS. 6, COATING: PHENOLIC EPDXY CORROSION -PROTECTION COATING ON BOTH COILS. 7. SOURCE QUALITY CONTROL: TEST TO 450 PSIG (3105 KPA), AND TO 300 PSIG (2070 KPA) UNDERWATER. B. CONDENSER FAN: PROPELLER TYPE, DIRECTLY DRIVEN BY MOTOR. C. SAFETY CONTROLS: 1. COMPRESSOR MOTOR AND OUTSIDE -COIL FAN MOTOR LOW AMBIENT LOCKOUT. 2. OVERCURRENT PROTECTION FOR COMPRESSOR MOTOR AND OUTSIDE -COIL FAN MOTORS. 2.7 FILTERS A. COMPLY WITH NFPA 90A. B. DISPOSABLE PLEASTED FILTERS: 2-INCH- (50-MM-) THICK, FACTORY -FABRICATED, FLAT -PANEL -TYPE, DISPOSABLE AIR FILTERS WITH HOLDING FRAMES. C. FILTER MEDIA TO BE INTERLACED GLASS FIBERS SPRAYED WITH NONFLAMMABLE ADHESIVE. D. FILTER FRAMES TO BE GALVANIZED STEEL 2.8 CONTROLS A. FACTORY -WIRE CONNECTION FOR CONTROLS' POWER SUPPLY. B. CONTROL DEVICES, INCLUDING SENSORS, TRANSMITTERS, RELAYS, SWITCHES, THERMOSTATS, HUMIDISTATS, DETECTORS, OPERATORS, ACTUATORS, AND VALVES, SHALL BE MANUFACTURER'S STANDARD ITEMS TO ACCOMPLISH INDICATED CONTROL FUNCTIONS. C. UNIT CONTROLS: SOLID-STATE CONTROL BOARD AND COMPONENTS WITH FIELD -ADJUSTABLE CONTROL PARAMETERS. D. SUPPLY -FAN CONTROL: UNITS SHALL BE ELECTRICALLY INTERLOCKED WITH CORRESPONDING EXHAUST FANS, TO OPERATE CONTINUOUSLY WHEN EXHAUST FANS ARE RUNNING. TIME CLOCK SHALL SWITCH OPERATION FROM OCCUPIED TO UNOCCUPIED. NIGHT SETBACK THERMOSTAT SHALL CYCLE FAN DURING UNOCCUPIED PERIODS TO MAINTAIN SPACE TEMPERATURE. 1. TIMER: SEVEN-DAY ELECTRONIC CLOCK. E. ELECTRICALLY INTERLOCK KITCHEN HOOD FIRE -EXTINGUISHING SYSTEM TO DE -ENERGIZE REPLACEMENT -AIR UNIT WHEN FIRE -EXTINGUISHING SYSTEM DISCHARGES. F. MINIMUM REFRIGERATION SYSTEM CONTROLS SHALL CONSIST OF A WALL -MOUNTING, RELATIVE -HUMIDITY AND TEMPURATURE SENSOR THAT ENERGIZES DEHUMIDIFIER OPERATION WHEN RELATIVE HUMIDITY IS MORE THAN 60 PERCENT. PIPING: CONDENSATE DRAINS: CONDENSATE PIPE TO BE TYPE L OR PVC. ROUTE TO DRYWELL OR AS INDICATED ON PLANS. COORDINATE WITH PLUMBER TO PROVIDE HUB DRAIN(S) IN MECHANICAL ROOM AND DRYWELL(S). HVAC CONTRACTOR TO PROVIDE P-TRAP AT UNIT SIZED FOR 2" GREATER THAN UNIT STATIC PRESSURE. PROVIDE CLEANOUT AT UNIT FOR SUSPENDED HORIZONTAL AIR HANDLERS. INSULATE CONDENSATE PIPE WITH 1/2" ARMAFLEX (OR EQUAL) INSULATION RATED FOR PLENUM APPLICATION. CONDENSATE DRAIN LINE SHALL BE NOT LESS THAN THE EQUIPMENT DRAIN LINE SIZE AND IN NO CASE LESS THAN 3/4" PIPE SIZE. REFRIGERANT PIPING: COVER ALL EXPOSED LIQUID LINES AND ALL SUCTION PIPING (INDOORS AND OUTDOORS), FITTINGS, VALVES, ETC., CONTINUOUS THROUGH SLEEVES, HANGERS, ETC., WITH 1 /2" FR/ARMAFLEX. INSTALLATION SHALL BE CONDENSATION FREE AND INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. REFRIGERANT PIPING BELOW GRADE SHALL BE ROUTED THROUGH MINIMUM 4" DIAMETER PVC PIPE SLEEVES TO EACH CONDENSING UNIT. ALL UNDERGROUND REFRIGERANT PIPING SHALL BE CONTINUOUS WITH NO UNDERGROUND JOINTS ALLOWED. REFRIGERANT PIPE SIZES SHALL BE SIZED PER A/C EQUIPMENT MANUFACTURER'S RECOMMENDATION BASED ON LENGTH OF RUN BETWEEN CONDENSING UNITS AND AHU UNITS. PIPING ROUTED ALONG BUILDING EXTERIOR WALL SHALL BE PROTECTED BY SHEET METAL HOUSING SECURELY ATTACHED TO WALL AT 8'-0" INTERVALS AND PAINTED TO MATCH BUILDING EXTERIOR. TRAP OIL IN SUCTION LINE AT EVAPORATOR COIL. NO OTHER COIL TRAPS PERMITTED. PROVIDE SUCTION RISERS, CHECK VALVES, SOLENOID VALVES, OR OTHER DEVICES REQUIRED IN PIPING SYSTEM BY MANUFACTURER'S INSTALLATION INSTRUCTIONS. PIPE HANGERS AND SUPPORTS: PIPE HANGERS, WHERE NEEDED, SHALL BE GRINNEL #260 CLEVIS TYPE, 5'-0" ON CENTER, SECURELY ATTACHED TO BUILDING CONSTRUCTION. SPACE AT MIN. 5'-0" INTERVALS. PIPE SUPPORT: ATTACH LINES SECURELY ALONG PAD/FLOOR/EQUIPMENT/STRUCTURE TO PREVENT MOVEMENT, SUPPORT IN A MANNER THAT LINES DO NOT HANG FROM EVAPORATOR CONNECTIONS OR BLOCK ACCESS TO FILTERS, CONTROLS, ETC. SUPPORT AT MIN. 8'-0" INTERVALS FOR VERTICAL PIPES, 5'-0" FOR SUSPENDED HORIZONTAL PIPING. EXHAUST FANS: FURNISH EXHAUST FANS WITH PERFORMANCE AND CAPACITIES AS LISTED ON THE DESIGN DRAWINGS. SUSPENDED FANS SHALL BE SUPPORTED FROM A TRAPEZE TYPE HANGER WITH SPRING MOUNTED VIBRATION ISOLATORS. ALL EXHAUST FANS SHALL COME WITH INTEGRAL BACKDRAFT DAMPER. COORDINATE WITH ARCHITECT TO LOCATE EXHAUST FANS, EXHAUST GRILLES, WALL OR ROOF CAPS A MINIMUM DISTANCE OF 10'-0" FROM ANY OPERABLE WINDOW, DOOR OR FRESH AIR INTAKE. AIR DISTRIBUTION EQUIPMENT: FURNISH SUPPLY AIR GRILLES AND RETURN AIR REGISTERS WITH OPPOSED BLADE BALANCING DAMPERS AS SCHEDULED ON THE DESIGN DRAWINGS. GRILLES, REGISTERS, AND CEILING DIFFUSERS SHALL BE FURNISHED AS SCHEDULED ON THE DESIGN DRAWINGS AND SHALL BE ALL ALUMINUM CONSTRUCTION UNLESS NOTED OTHERWISE. AIR DISTRIBUTION SHALL NOT EXCEED NC-30 NOISE CRITERIA AS DEFINED IN THE LATEST ASHRAE GUIDE. DUCTWORK: 1. ALL DUCTWORK DIMENSIONS ARE INSIDE NET FREE AREA. 2. SEAL ALL JOINTS WITH GLASS-FAB AND MASTIC. 3. ALL DUCTWORK SHOWN PER PLAN IS TO BE SHEET METAL. FIBERGLASS DUCT BOARD IS NOT TO BE INSTALLED UNLESS SPECIFICALLY AUTHORIZED BY THE BUILDING LANDLORD, PROJECT OWNER/AGENT AND MECHANICAL ENGINEER OF RECORD. 4. ALL EXHAUST AND OUTSIDE AIR DUCTWORK IS TO BE SHEET METAL - NO EXCEPTIONS. ADJUSTABLE SPUTTERS AND DAMPERS SHALL BE SUPPLIED AND INSTALLED IN EVERY SPLIT AND BRANCH DUCT AND SHALL BE PROVIDED WITH LOCKING QUADRANTS ON EXPOSED OR IN ACCESSIBLE AREAS OF THE DUCT FOR EASE OF OPERATION. ACCESS PANELS OR YOUNG REGULATORS SHALL BE PROVIDED WHERE DAMPERS ARE INSTALLED ABOVE HARD CEILINGS OR IN SOFFITS EVEN IF NOT STATED ON PLANS.ELBOWS OR CHANGES IN DUCT DIRECTION GREATER THAN 45 DEGREES SHALL BE FITTED WITH AIR TURNS CONSISTING OF CURVED AIRFOIL BLADES OR VANES WHICH WILL PERMIT THE AIR TO MAKE ABRUPT TURNS WITHOUT APPRECIABLE TURBULENCE. 5. ELBOWS OR CHANGES IN DUCT DIRECTION GREATER THAN 45 DEGREES SHALL BE FITTED WITH AIR TURNS CONSISTING OF CURVED AIRFOIL BLADES OR VANES WHICH WILL PERMIT THE AIR TO MAKE ABRUPT TURNS WITHOUT APPRECIABLE TURBULENCE. LONG RADIUS TURNS ARE AN ACCEPTABLE SUBSTITUTE IF SPACE PERMITS. SHEET METAL DUCTWORK: SHALL BE CONSTRUCTED PER THE APPROPRIATE SMACNA DESIGN STANDARDS, MEETING THE MINIMUM GAUGE SHEET METAL THICKNESS SPECIFIED. INSULATE INTERNALLY OR EXTERNALLY WITH FIBERGLASS INSULATION TO ACHIEVE A MINIMUM R-VALUE OF 7.0 UNLESS INSTALLED IN A MECHANICALLY COOLED SPACE OR BETWEEN COOLED FLOORS IN A CAVITY WHOSE EXTERIOR WALLS ARE INSULATED, IN WHICH CASE THE R-VALUE MAY BE 4.2. FIBERGLASS DUCTWORK: SHALL BE CONSTRUCTED OF FIBERGLASS FIBERBOARD DUCTWORK TO BE A MINIMUM OF 1" THICK. FIBERGLASS DUCTWORK SHALL BE LINED WITH ANTI MICROBIAL INSULATION EQUAL TO JOHNS-MANVILLE SUPERDUCT. INSULATE FIBERGLASS SUPPLY AND RETURN DUCTS TO A MINIMUM R-VALUE OF 7.0 UNLESS INSTALLED IN A MECHANICALLY COOLED SPACE OR BETWEEN COOLED FLOORS IN A CAVITY WHOSE EXTERIOR WALLS ARE INSULATED, IN WHICH CASE THE R-VALUE MAY BE 4.2. - FLEXIBLE DUCTWORK SHALL BE SPIRAL FORMED OUT OF 3003 BRIGHT REFLECTIVE FINISHED ALUMINUM ALLOY, MECHANICALLY LOCKED AND HAVE A MINIMUM R-VALUE OF 6.0. IT SHALL BE UL LISTED UNDER CLASS 1 AIR DUCTS AND CLASS 1 CONNECTORS, MEET ALL REQUIREMENTS OF UL 181 AND COMPLY WITH NFPA 90A AND NFPA 90B. - ROUND SPIRAL DUCTWORK: SHALL BE CONSTRUCTED PER THE APPROPRIATE SMACNA DESIGN STANDARDS, MEETING THE MINIMUM GAUGE SHEET METAL THICKNESS SPECIFIED AND SHALL BE A MINIMUM 1" DOUBLE WALL INTERNALLY INSULATED. NON INSULATED SPIRAL DUCTWORK WILL NOT BE ACCEPTED AS A SUBSTITUTION. VIBRATION ISOLATION: ALL BLOWER UNITS AND VIBRATING TYPE EQUIPMENT SHALL BE PROPERLY FITTED WITH MASON INDUSTRIES VIBRATION ISOLATION EQUIPMENT SIZED IN ACCORDANCE WITH EQUIPMENT WEIGHT AND DUTY. PROVIDE FLEXIBLE CONNECTORS AT ALL SUPPLY AND RETURN CONNECTIONS TO AIR HANDLING EQUIPMENT CONSISTING OF HEAVY CANVAS OR NEOPRENE FABRIC WITH AIRTIGHT SEAMS AND CONNECTIONS TO THE EQUIPMENT. FILTERS SHALL BE 1" FIBERGLASS MEDIA THROW AWAY TYPE IN A RIGID FRAME WITH A SUPPORTING MAZE ACROSS BOTH ENTERING AND LEAVING SURFACES. SUPPLY ONE COMPLETE SET OF FILTERS AFTER OWNER'S FINAL ACCEPTANCE. FARR 30/30 OR EQUAL. HEAT PUMP UNIT INSTALLATION: PROVIDE CONCRETE PADS FOR GRADE MOUNTED CONDENSING UNITS. PADS SHALL BE A MINIMUM OF 4" THICK, 3,000 PSI CONCRETE, AND SHALL BE 4" LARGER ON EACH SIDE THAN THE FOOTPRINT OF THE CONDENSING UNIT. VERIFY UNIT DIMENSIONS WITH APPROVED SHOP DRAWINGS PRIOR TO FABRICATION OF PADS. SUSPENDED UNITS SHALL BE SUPPORTED IN APPROVED MANNER AND IN ACCORDANCE WITH AIR HANDLING UNIT SUPPORT DETAIL. PROVIDE AUXILIARY OVERFLOW DRAIN PAN WITH FLOAT SWITCH WHERE REQUIRED. ALL AIR HANDLING UNITS AND CONDENSING UNITS SHALL BE INSTALLED WITH MANUFACTURER REQUIRED MINIMUM MAINTENANCE CLEARANCES. PROVIDE MAN SIZED ACCESS PANEL WHERE REQUIRED. FIRE DAMPERS SHALL BE TYPE "B" CURTAIN TYPE, SUITABLE FOR EITHER VERTICAL OR HORIZONTAL INSTALLATION WITH 20 GAUGE STEEL CHANNEL FRAMES, 24 GAUGE STEEL BLADES, AND 18 GAUGE STEEL ENCLOSURE WITH DUCT COLLARS. ALL PARTS GALVANIZED MILL FINISH. FIRE DAMPERS SHALL BE EQUAL TO RUSKIN TYPE 1 BD2 FOR WALLS UP TO 2 HOUR. INSTALL IN ACCORDANCE WITH NFPA-90A, TESTED IN ACCORDANCE WITH UL SAFETY STANDARD 555, 1-1/2 HOUR AND 4 HOUR PROTECTION, AND 165-F FUSIBLE LINK. REVISIONS BY ti r U Y. N C a r n N 2 y �i { 9 OF i k ° �•=ter GARLAND PATTERSON, P.E. rL Lic. No.: 14175 u M N N Um mN ffmmmmmmm Z °nor; d IN Q n o r L8 roZ X ° N O d (n° oLL D � 10 O 'f J r7 0N L1 o p �0 _-0_Ccn_ _, �'� 21 U N �., C r- T Q to 'Oi N Q. 0 �(n Ll �O U C U to C� » O Z > -E v msa Q CL i C] v N � � 3 Z Date: 08. 25, 21 Scare: AS NOTED Protect Mgr: MJO Drawn: MJO Joy: 21 -082 Sheet ELECTRICAL SPECIFICATIONS: " THE WORK UNDER THE REQUIREMENTS OF THESE SPECIFICATIONS SHALL BE DCIN CONF;`Rf LANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. THE INSTALLATION SHALL ALSO COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF LOCAL AND STATE LAWS AND ORDINANCES, ALL ELECTRICAL EQUIPMENT SHALL HAVE UL LABEL AND SHALL BE OF SPECIFICATION GRADE. POWER DISTRIBUTION HOUSE PANELBOARD= PROVIDE DEAD -FRONT, SAFETY -TYPE POWER DISTRIBUTION PANELBOARDS AS INDICATEDt WITH PANELBOARD 5WITC14ING AND PROTECTIVE DEVICES IN QUANTITIES, RATINGS, TYPES, AND WITH ARRANGEMENT SHOWNi WITH ANTI -TURN, SOLDERLESS PRE55URE TYPE MAIN LUG CONNECTORS APPROVED FOR USE WITH COPPER CONDUCTORS. HOUSE PANEL50ARDS 16 EXISTING EQUAL TO SQUARE D TYPE "NQOD 0, VOLTAGE SHALL BE AS INDICATED- ACCEPTABLE MFG.t G.E., SIEMENS AND J CUTLER -:HAMMER. � TENANT PANELBOARDS. PROVIDE DEAD -FRONT SAFETY TYPE LIGHTING L % AND BRANCH CIRCUIT PANELBOARDS AS INDICATEDt WITH SWITCHING AND PROTECTIVE DEVICES IN QUANTITIES, RATINGS, TYPES AND ARRANGEMENTS SHOWN± WITH ANTI -TURN, SOLDERLESS PRESSURE TYPE LUG CONNECTORS APPROVED FOR USE WITH COPPER CONDUCTORS. TENANT PANEL -BOARDS SHALL BE SQUARE D TYPE "QO". PANELBOARD C BOXES SHALL BE FIVE AND THREE -FOURTHS INCHES (5 3/4") DEEP. -' VOLTAGE SHALL BE AS INDICATED. ALL PANEL50ARD5 SHALL BE CONNECTED, DISTRIBUTED PHASE WITH j CIRCUIT NUMBERING AS INDICATED ON THE DRAWINGS. PANELBOARDS SHALL BE NUMBERED WITH ODD NUMBERS ON THE LEFT SIDE OF THE PANEL AND EVEN NUMBERS ON THE RIGHT SIDE OF THE PANEL. UNLE65 OTHERWISE INDICATED, PROTECTIVE DEVICES SHALL BE MOUNTED UJITH TOP OF CABINET OR ENCLOSURE 6'-ro" ABOVE FINISHED FLOOR, SHALL (, j BE PROPERLY ALIGNED, AND SHALL BE ADEQUATELY SUPPORTED INDEPENDENTLY OF THE CONNECTING RACEWAYS. ALL STEEL SHAPES, ETC_, NECESSARY FOR THE SUPPORT OF THE EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR WHERE THE BUILDING STRUCTURE IS NOT SUITABLE FOR MOUNTING THE EQUIPMENT DIRECTLY THEREON. UNLESS OTHERWISE INDICATED, ALL BRANCH CIRCUIT PROTECTIVE DEVICES ENCL05URE5 SHALL BE NEMA TYPE I, GENERAL PURPOSE TYPE. CIRCUIT PROTECTIVE DEVICES INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER SHALL HAVE WEATHERPROOF ENCLOSURES, NEMA TYPE "3R" OR TYPE ;:4" ALL SAFETY SWITCHES SHALL BE GENERAL DUTY TYPE. SWITCH MECHANISM SHALL BE QUICK -MAKE, QUICK -BREAK. COVER SHALL BE INTERLOCKED WITH MECHANISM TO PREVENT OPENING UNLESS SWITCH IS IN THE "OFF" POSITION. ALL ENCLOSURES SHALL BE PRIMED AND FINISHED TO RESIST RUSTING AND CORROSION. SWITCHES SHALL BE ITE, GENERAL ELECTRIC, SQUARE-D, OR CUTLER -HAMMER. CIRCUIT BREAKERS FOR MOUNTING IN HOUSE PANELBOARD SHALL BE lU BOLT -ON TYPE, MOLDED PLASTIC CASE, AIR CIRCUIT BREAKER TYPE, BREAKERS SHALL HAVE THERMAL MAGNETIC TRIP UNITS AND MULTI -POLE BREAKERS SHALL HAVE A COMMON TRIP BAR 50 THAT THE TRIPPING OF ONE POLE WILL AUTOMATICALLY TRIP ALL POLES OF THE BREAKER - BREAKERS SHALL BE TRIP FREE AND TRIP INDICATING AND SHALL HAVE QUICK -MAKE, QUICK -BREAK CONTACTS. UPON COMPLETION OF WORK CORRECT ALL PANELBOARD CIRCUIT DIRECTORY CARDS TO REFLECT AS -BUILT CONDITIONS. PANEL50ARD 11 DIRECTORIES SHALL BE UPDATED WITH TYPEWRITTEN ACCURATE AND CURRENT INFORMATION BY THE CONTRACTOR AT THE END OF CONSTRUCTION. DIRECTORIES SHALL REFLECT RECORD CONDITIONS AND INCLUDE CIRCUIT NUMBER, TYPE AND LOCATION OF LOAD. A SET OF AS -BUILT DRAWINGS SHALL ALSO BE PREPARED AND TURNED OVER TO THE OWNER f ALL CONDUCTORS SHALL BE THHN/THWN COPPER 012 MIN. AND INSTALLED IN A COMPLETELY ENCLOSED RACEWAY SYSTEM. UNLESS SPECIFICALLY NOTED ON DRAWINGS, RACEWAYS SHALL COMPLY 1 x WITH THE FOLLOWING: RACEWAYS EXPOSED TO THE WEATHER OR IN DAMP LOCATIONS 5HALL BE GALVANIZED RIGID STEEL WITH THREADED CONNECTIONS. RACEWAY5 SHALL BE SIZED FOR THE CONDUCTORS INSTALLED, MlNiMu I/2". FULL SIZE MC CABLE 15 ACCEPTABLE IN DRY LOCATIONS THAT ARE NOT PATIENT AREAS- HOMERUNS TO PANELS TO BE IN CONDUIT, 1 RACEWAYS RUN BELOW GRADE SHALL BE RIGID STEEL REDUNDANT GROUND 1 PATH REQUIRED, EXPOSED ON BUILDING EXTERIOR SHALL BE RIGID STEEL CONDUIT. ") ALL METALLIC RACEWAYS SHALL BE MECHANICALLY AND ELECTRICALLY SECURZE AT ALL JOINTS AND AT ALL BOXES, CABINETS, FITTINGS, AND EQU IPTIMENT, ALL RACEWAYS SHALL BE SECURELY SUPPORTED FROM THE BUILDING STRUCTURE. Q7) ALL RACEWAYS SHALL BE PROVIDED WITH EQUIPMENT GROUND CONDUCTOR ( ALL BOXES SHALL BE RIGIDLY MOUNTED AND SHALL BE EQUIPPED WITH 119) SUITABLE SCREW FASTENED COVERS. OPEN KNOCK -OUTS OR HOLES IN BOXES SHALL BE PLUGGED WITH A SUITABLE BLANKING DEVICES. OUTLET BOXES FOR EXPOSED WALL MOUNTING AND OUTDOOR INSTALLATION `1J SHALL BE CAST METAL TYPE "FS" OR "FD" BOXES WITH SUITABLE GALVANIZED SHEET STEEL COVERS, OR CAST METAL WEATHERPROOF OR VAPOR TIGHT COVERS WHEN NOTED ON THE DRAWINGS. CIUNLE55 OTHERWISE INDICATED, ALL CONDUCTORS SHALL BE COPPER NO_ t2 AWS, MINIMUM. OR SIZE AS SHOWN ON DRAWINGS. CONDUCTORS SHALL HAVE TYPE , 'THHN/THWN' INSULATION. SPLICES, TAPS AND ATTACHMENT FITTINGS AND LUGS SHALL BE �2.J ELECTRICALLY AND MECHANICALLY SECURE AND 5OLDERLE65 FOR CONDUCTORS SIZES NO, 8 AWG AND LARGER THERE SHALL BE PLENTY OF SLACK CABLE IN BOXES, OUTLETS AND CABINETS TO INSURE THAT THERE IS NO BINDING AT THE BUSHINGS. ALL LUGS SHALL BE OF THE CORRECT SIZES FOR THE CONDUCTORS JOINED AND IN NO CASE SHALL STRANDS BE CUT FROM A CONDUCTOR IN ORDER TO FIT THE CONDUCTOR INTO A LUG, TAPING OF JOINT5 SHALL BE WITH VINYL PLASTIC ELECTRICAL TAPE TO SECURE INSULATION STRENGTH EQUAL TO THAT OF THE CONDUCTORS JOINED. ti THE INTERIOR ELECTRICAL SYSTEMS SHALL BE COMPLETELY AND 2) EF~EG T IVELY GROUNDED AS REQUIRED BY THE NEC AND AS SPECIFIED HEREINAFTER. �3 CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. l THE CONTRACTOR SHALL VERIFY ALL LOCATIONS WITH THE OWNER PRIOR TO (24.) INSTALLATION_ THEY SHALL NOT BE CHARGED FOR MINOR LOCATION J CHANGES PRIOR TO INSTALLATIONS, LOCATIONS ARE APPROXIMATE. (DO NOT SCALE DRAWINGS)_ THESE DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL ELECTRICAL ('.5) LAYOUTS FOR BIDDING PURPOSES ONLY, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PREPARE DETAILED SHOP DRAWINGS AND CONFIRM SPACE. ALLOCATIONS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ALL DISCIPLINES FOR ELECTRICAL CONDUIT ROUTING AND EQUIPMENT PLACEMENT. AVOID INTERFERENCE WITH ARCHITECTURAL AND STRUCTURAL FEATURES SUCH As- BEAM5, FOOTINGS, WINDOWS, ETC. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS. THE ELECTRICAL CONTRACTOR THE HVAC FOREMAN AND GENERAL -7� CONTRACTOR PROJECT MANAGER SHALL INSPECT t REVIEW THE CONDITIONS, AND SHALL COORDINATE THEIR WORK SO AS TO PROVIDE ADEQUATE SPACE ALLOWANCE ABOVE CEILING FOR ALL TRADES. THE PLANS SHOW THE LOCATION OF ALL FIXTURES AND EQUIPMENT AND ARE �31 INTENDED TO DEPICT THE GENERAL INTENT OF THE WORK IN SCOPE, LAYOUT ~' AND QUALITY OF WORKMANSHIP. THEY ARE NOT INTENDED TO SHOW IN MINUTE DETAIL EVERY AND ALL ACCESSORIES INTENDED FOR THE PURPOSE OF EXECUTION OF THE WORK, BUT SHALL BE UNDERSTOOD THAT SUCH DETAILS WILL BE PART OF THIS WORK. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE � AND FUNCTIONAL SYSTEM. CONTROLS, AND CONNECTIONS TO NEW SERVICES, y, SUPPORTS, AND HARDWARE REQUIRED FOR THE SATISFACTORY OPERATION OF THE SYSTEM, WHETHER SPECIFICALLY SHOUNN OR NOT ON THE DRAWINGS_ r3C� WHERE DRAWINGS AND SPECIFICATIONS CONFLICT, IT SHALL BE THE \�Gl RESPONSIBILITY OF THIS CONTRACTOR TO BRING SUCH CONFLICT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION. SAC«�CItIONS SCALE: NOT TO SCALE ELECTF,1CAL 6 T50L LEGEND SYMBOL DESCRIPTION MOUNTING I X 4 FLUORESCENT FIXTURE SEE FIXTURE LETTER INDICATES TYPE SCHEDULE 2 X 4 FLUORESCENT FIXTURE SEE FIXTURE A LETTER INDICATES TYPE SCHEDULE ®5HADING DENOTES FIXTURE WITH EM BATTERY PACK SEE FIXTURE 'NL' DENOTES FIXTURE UNSWITCHED FOR NIGHT LIGHT SCHEDULE FLUORESCENT STRIP FIXTURE SEE FIXTURE LETTER INDICATES TYPE SCHEDULE ( FLUORESCENT WALL BRACKET FIXTURE SEE FIXTURE LETTER INDICATES TYPE PL FLUORESCENT DOWNLIGHT SEE FIXTURE LETTER INDICATES TYPE SCHEDULE EXIT -OR EM EXIT_ LETTER SEE FIXTURE INDICATES TYPE_ PROVIDE ARROWS AS REQUIRED_ SCHEDULE SINGLE POLE SWITCH (20A-120/2-11) 45" AFF OR AS S S3 So '3' DENOTE5 3-WAY 'O' DENOTES OCCUPANCY SENSOR NOTED DUPLEX RECEPTACLE, 125V, 20A la" AFF OR AS 'IG' DENOTES ISOLATED GROUND NOTED DUPLEX RECEPTACLE, 125V, 20A 1811 AFF OR AS NOTED DUPLEX RECEPTACLE, 125V, 20A 48" AFF OR AS NOTED QUADRAPLEX RECEPTACLE, 12SV, 20A 113" AFF OR AS NOTED COMBINATION VOICE/DATA OUTLET 1811 AFF OR AS NOTED TV T.V. OUTLET la" AFF OR AS NOTED �■ PANELBOARD 120/240V SEE PANEL SCHEDULE RACEWAY CONCEALED IN WALL OR ABOVE CEILING SEE SPECIFICATIONS HOMERUN TO PANEL_ LETTERS INDICATE PANEL, SEE SPECIFICATIONS NUMBERS INDICATE CIRCUIT. NOTE- HASH MARKS INDICATES THE NUMBER OF WIRES EXCLUDING THE REQUIRED EQUIPMENT GROUND. MOTOR, NUMERAL INDICATES HORSEPOWER AS NOTED MOTOR RATED SWITCH WITH OVERLOAD MOUNTED ADJACENT RELAYS IF REQUIRED. TO EQUIPMENT 0, NON-FU515LE SAFETY SWITCH -SIZE AS NOTED SEE SPECIFICATIONS FUSIBLE SAFETY SWITCH -SIZE AS NOTED SEE SPECIFICATIONS P Os FIRE ALARM DUCT DETECTOR ('R,A'DENOTES MOUNTED IN RETURN AIR 'SA' DENOTES SUPPLY AIR) HVAC DUCTWORK ® FAN OR AIR HANDLER SHUTDOWN RELAY MOUNTED ADJACENT TO EQUIPMENT FIRE ALARM V15UAL SIGNAL 50" AFF OR AS NOTED FIRE ALARM MANUAL PULLSTATION 48" AFF ORAS NOTED FIRE ALARM AUDIBLE/VISUAL SIGNAL_ ADA e01, AFF OR �4 COMPATIBLE AS NOTED Q FIRE ALARM SMOKE DETECTOR ON CEILING OR AS NOTED ram' FIRE ALARM PANEL CFACP' DENOTES FIRE ALARM 60" AFF OR FAA CONTROL PANEL, 'FAA' DENOTES ANNUNCIATOR) AS NOTED EX DENOTES EXISTING DEVICE OR CIRCUIT TO REMAIN R DENOTE NEW LOCATION FOR RELOCATED DEVICE REFER TO LIKE NUMBERED NOTES LL MOUNTING HEIGHTS SHOWN ARE TO THE TOP OF THE DEVICE UNLESS NOTED OTHERWISE NOT ALL SYMBOLS APPEAR ON PLANS, ABBREVIATIONS; AFF - ABOVE FINISHED FLOOR HP - HORSEPOWER, HEAT PUMP AHU - AIR HANDLINGS UNIT JB - JUNCTION BOX BFG - BELOW FINISHED GRADE LRA - LOCKED ROTOR AMPERES C - CONDUIT MCB - MAIN CIRCUIT BREAKER DN - DOWN MLO - MAIN LUGS ONLY EF - EXHAUST FAN N - NEW EG - EQUIPMENT GROUND NL - NIGHT LIGHT ENCL - ENCL05URE OB - OUTLET BOX EWC - ELECTRIC WATER COOLER Pia - PULL BOX, PUSH-BUTTON EWH - ELECTRIC WATER HEATER R - RELOCATED EX - EXISTING FCU - FAN COIL UNIT SPEC - SPECIFICATIONS FHP - FRACTIONAL HORSE POWER TL - TWISTLOCK FLA - FULL LOAD AMPERES TTB - TELEPHONE TERMINAL BOARD G - GROUND TV 5 - TELEVISION TERMINAL BOARD GFI - GROUND FAULT INTERRUPTER UNO - UNLESS NOTED OTHERWISE HID - HIGH iNTENSISTY DISCHARGE WP - WEATHERPROOF IG - ISOLATED GROUND WW - WARM WHITE LW - LIGHT WHITE XFMR - TRANSFORMER LIGHTNING PROTECTION 6Y5TEM NOTE, 1. CONTRACTOR SHALL PROVIDE AND 51,15MIT COMPLETE LIGHTNING PROTECTION SYSTEM DRAWINGS TO THE ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF THE INSTALLATION. 2- LIGHTNING PROTECTION SYSTEM SHALL COMPLY WITH NPPA 10, NFPA leo, UL96, 96A, 49,1, LPI 115 AND ALL APPLICABLE STANDARDS. 3. THE SHOP DRAWING WILL SHOW THE EXTENT OF THE SYSTEM LAYOUT DESIGNED FOR THE STRUCTURE ALONG WITH DETAILS OF THE PRODUCTS TO BE USED IN THE INSTALLATION. THE DRAWING: WILL INCLUDE THE STAMP OF THE LPI MASTER INSTALLER RESPONSIBLE FOR THE SYSTEM DESIGN. I CODE COMPLIANCE INFORMATION ELECTRICAL PLANS ARE DESIGNED IN ACCORDANCE WITH- 1, NATIONAL ELECTRICAL CODE- 2011 NATIONAL ELECTRICAL CODE 2. FLORIDA BUILDING CODE- FBC 2020, SEVENTH EDITION 3. FLORIDA FIRE PREVENTION CODE - FFPC 2020, SEVENTH EDITION 4_ FLORIDA ENERGY CONSERVATION CODE- FBC 2020 ENERGY CODE, SEVENTH EDITION System No. C-AJ-1259 F Rating - 3 Hr T Rating - 0 Hr A 4 2 A Section A -A 1. Floor or Wall Assembly - Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Floor may also be constructed of any min 6 in. thick UL Classified hollow -core Precast Concrete Units*. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 7 in. See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe, conduit or tubing and the periphery of the opening shall be a min of 0 in. (point contact) to a max of 3 in. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduit or tubing may be used: A. Steel Pipe - Nom 6 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 6 in. diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. D. Copper Tube - Nom 4 in. diam (or smaller) Type L (or heavier) copper tube. 3. Forming Material - (Optional, Not Shown) - Mineral wool batt packing material or polyurethane backer rod friction fitted into opening and recessed from floor or wall surfaces as required to accommodate required thickness of fill material. 4. Fill, Void or Cavity Material* - Sealant - Min 1/2 in. thickness of fill material applied within the annulus, flush with both surfaces of floor or wall. At the point contact location between penetrating item and concrete, a min 1/4 in. thick bead of fill material shall be applied at the concrete/penetrating item interface on both sides of floor or wall. SPECIFIED TECHNOLOGIES INC - SpecSeal Series SSS Sealant or SpecSeal LCI Sealant *Bearing the UL Classification Mark Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. �L STICreated or Revised: January 2, 2009 ® C-AJ-1259 (800)992-1180 • (908)526-8000 • FAX (908)231-8415 ° E-Mail:techserv@stifirestop.com • Website:www.stifirestop.com PAGE 1 OF 1 System No. W-L-1079 F Ratings -1 and 2 Hr (See Item 1B) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 F - Less Than 1 CFM/sq ft — A 1. Wall Assembly - The 1 or 2 hr fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide and spaced max 24 in. OC. B. Gypsum Board* - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is in wood stud walls is 13 in. Max diam of opening in steel stud walls is 16 in. The hourly F rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant - One metallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space between pipes or conduits and periphery of opening shall be min 0 in. (point contact) to max 3 in. Pipe or conduit to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or conduits may be used: A. Steel Pipe - Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 12 in. diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 4 in. diam (or smaller) electrical metallic tubing, nom 6 in. diam (or smaller) steel conduit or nom 1 in, diam (or smaller) flexible steel tubing. D. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. E. Copper Tube - Nom 6 in. diam (or smaller) Type L (or heavier) copper tube. Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. �C STI Created or Revised: January 2,2009 ® W-L-1079 (800)992-1180 • (908)526-8000 • FAX (908)231-8415 • E-Mail:techserv@stifirestop.com • Website:www.stifirestop.com PAGE 1 OF 2 GENERAL PROJECT NOTES: 1. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK THE SUBMISSION OF A BID WILL BE EVIDENCED THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 2, COORDINATE WITH OTHER TRADES FOR ITEMS IN THEIR SCOPE OF WORK WHICH WOULD REQUIRE ELECTRICAL WORK (DISCONNECTION/RECONNECTION ETC.) AND ARE NOT INDICATED ON THE ELECTRICAL PLANS- 3. THE CONTRACTOR SHALL INCLUDE WITHIN THE BID ALL REQUIRED OFF HOUR, OVERTIME, AND NON -BUSINESS HOUR WORK AS REQUIRED TO PERFORM THE DEMOLITION WITHOUT DISRUPTING THE BUILDING TENANTS NORMAL BUSINESS OPERATIONS. Wall Opening Protective Materials (CLI ) SPECIFIED TECHNOLOGIES INC R14288 SUITE 2 200 EVANS WAY, SOMERVILLE, NJ 08876 USA SpecSeal Putty Pads, for use with max 4-11/16 by 4-11/16 ill. flush device UL Listed metallic outlet boxes installed with steel cover plates in 1 and 2 h fire rated gypsum wallboard wall assemblies framed with min 3-1/2 in. deep wood or steel studs and constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the Fire Resistance Directory. Min 3/16 in. thick moldable putty pads are to be installed to completely cover the exterior surfaces of the outlet box (except for the side of the outlet box against the stud) and completely seal against the stud within the stud cavity. An additional 3/16 in. thickness of putty to be formed around the connector scouring the end of each electrical metallic tube or conduit to the box. When used with metallic outlet boxes larger than 4 b ° 4 in. a ball of putty is to be installed to plug the open end of g ti P Y P g P each electrical metallic tube or conduit within the outlet box. When max 4 by 4 in. metallic outlet boxes are used, the ball of putty in the open end of each electrical metallic tube or conduit within the outlet box is optional. When moldable putty pad outlet box protective material is used on boxes on both sides of wall as directed, the horizontal separation between outlet boxes on the opposite sides of the wall may be less than 24 in. provided that the boxes are not installed back-to-back. SpecSeal Putty Pads for use with max 4 by 3-3/4 by 3 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by Carlon Electrical Products and made from polyvinyl chloride, max 4 by 3-3/4 by 3 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by Allied Moulded Products Inc. and made from fiber -reinforced thermosetting plastic or max 4-1/16 by 3-5/8 by 3-1/8 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by Thomas & Betts Corp. and made from fiber -reinforced thermosetting plastic. Boxes shall also bear a 2 h rating under the "Outlet Boxes and Fittings Classified for Fire Resistance" category in the Fire Resistance Directory. Boxes installed with steel or plastic cover plates. Putty pads and boxes for use in 1 and 2 h fire rated gypsum wallboard/wood stud wall assemblies constructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the Fire Resistance Directory. Outlet box secured to wood stud by means of two nailing tabs in conjunction with nails supplied with the outlet box. Min 3/16 in. thick moldable putty pads are to be installed to completely cover the exterior surfaces of the outlet box (except for the side of the outlet box against the stud) including nailing tabs and completely seal against the stud within the stud cavity. An additional 3/16 in. thickness of putty to be formed around the end of each nonmetallic sheathed cable at its connection to the box and to extend a minimum of 1 m. from the box onto the nonmetallic sheathed cable within the stud cavity. When moldable putty pad outlet box protective material is used on boxes on both sides of wall as directed, the horizontal separation between outlet boxes on opposite sides of the wall may be less than 24 in. provided that the boxes are not installed back-to-back. FIRE PENETRATION DETAILS METALLIC BOXES NOT TO SCALE REVISIONS BY s, s „ � ►_. :� . Cn N M, `--. — Q0 c y n = ,-, N > c ti On All 211 9 a 7''11 �kB PE 141 o STATE e° Q �ZORIOII`•' GARLAND PATTOrkK PE FL Lic. No,.- 14175 8-25-21 to M U m N Z ;g LL01 o N QD U A%h o = Q M d CLO -- = M J � U 0 C U F— -v — Z > v �, r) M C- "� a _ a ts- v N Q Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: Job: 21-082 Sheet El F, 1 1 , i, I ,A5,1 it 1 F1,11 iakal, F LdU irE IISIio i,uizl , ill li id lIB 1 I I lfl=Mm WATT STOPPER SENSOR TYPES (NOT ALL TYPES ARE USED) 4&<�> DT-300 OCCUPANCY WITH POWER PACK FOR LARGE RMS CEILING MOUNT LS--102 LIGHT LEVEL WITH POWER PACK FOR LARGE RMS CEILING MOUNT DT-2250 FOR HALL WAYS CEILING MOUNT DT-355 FOR SMALL RMS 12OV, 50OW MAX, CEILING MOUNT s, DW-100 FOR SMALL RMS 120V, SOOW MAX, WALL MOUNT POWER PACK FOR OCCUPANCY SENSOR 1/2 SWITCHED RECEPTACLE CONTROLLED BY POWER PACK/OCCUPANCY SENSOR QUAD RECEPTACLE WITH ONE RECEPTACLE 1/2 SWITCHED CONTROLLED 5Y POWER '.ACK/OCCUPANCY SENSOR ELECTRICAL CLERESTORY L.IG+4TIWs PLAN SCALE,. LIGHTING CONTROL GENERAL NOTES: 1, LIGHTING CONTROL PANEL SHALL BE PROVIDED BY LCtD OR APPROVED EQUAL 2_ REFER TO LIGHTING CONTROL DETAILS AND REQUIREMENTS ON THIS SHEET_ 3_ UPON INSTALLATION THE LIGHTING CONTROL PANEL TO BE PROGRAMMED BY SUPPLIER REMOTELY VIA THE ADJACENT PHONE JACK BASED ON OPERATION DIRECTIVES AND TIMES PROVIDED BY THE OWNER 4. A PHONE JACK MUST BE PROVIDED IN CLOSE PROXIMITY TO THE PANELS, SO THAT THE JUMPER CAN BE SET TO REMOTELY PROGRAM. 5_ THE SHARING OF NEUTRALS IS STRICTLY PROHIBITED_ 6, THE CONTRACTOR SHALL PROVIDE A FUNCTIONAL TEST OF THE LIGHTING CONTROL SYSTEM PER FBC ENERGY CONSERVATION SECTION 4063 BY THE MANUFACTURER'S REP PRIOR TO FINAL INSPECTION_ THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND AHJ THE CERTIFICATION FROM THE MANUFACTURER THE THAT THE LIGHTING CONTROL SYSTEMS HAVE BEEN TESTED TO ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURES INSTRUCTIONS. FUNCTIONAL TESTING SHALL BE IN ACCORDANCE WITH SECTIONS C408.3.1.1 AND C4083.12 FOR APPLICATION CONTROL TYPE. i. THE CONTRACTOR SHALL PROVIDE DRAWINGS AND MANUALS TO THE OWNER PER FBC ENERGY CONSERVATION SECTION C405.6A_ SECURITY SYSTEM GENERAL NOTES: 1. CONTRACTOR TO COORDINATE THE SECURITY SYSTEM SYSTEM AND REQUIREMENTS WITH THE SECURITY SYSTEM INSTALLER AND OWNER 2. CONTACTOR TO PROVIDE ALL REQUIRED RACEWAYS TO SECURITY CAMERAS_ COORDINATE EXACT SECURITY CAMERAS LOCATIONS, QUALITY AND REQUIREMENTS WITH SECURITY SYSTEM INSTALLER AND OWNER. LIGHTING ALLOWANCE CALCULATION 2020 FBC WATTAGE ALLOWED PER ROOM NAME AREA SQUARE FOOT TOTAL WATTAGE ALLOWED BALLAST BALLAST/ LAMP TYPE QUANTITY WATTAGE ACTUAL WATTAGE USED OFFICE ROOM 77 0.93 71.61 TYPE'A' 1 40 40 EQUIPMENT ROOM 3295 0.9 2956.5 TYPE W 11 40 440 TYPE'T/TE' 9 85 765 TYPE 11' 10 73 730 LOBBY 168 1 168 TYPE'A' 3 40 120 RESTROOM 51 0.85 43.35 TYPE'A' 1 40 40 TOTALS 3581 3239.46 2135 COMPLIES BY 1104.46 LA-9 ,1;1 LA-y (Z5) LCD BLUE BOX NEMA 3R PANEL WITH 6 ZONE AND ELECTRONIC ASTRONOMICAL TIME CLOCK, TIME CLOCK TO BE WITH OVER -RIDE CAPABILITY 120/211V LV 4 1 4 1 Q 1 4 U U U U LV CONTROL wIRINCx FOR 5---L ZONES 1-4 (2C 016 PER ZONE) EXTERIOR BUILDING EXTERIOR LIGHTS CIRCUITS ZONE 5 LC -I SPARE SPARE SPARE -L—A-111 LA-9 1 SPARE NEUTRAL. LA-2 CONTROL POWER J- 1(.%H I INU LVN I r .4- 4CJN=V/,At=r3,0 AUTO CONTROL BY LCe 71' - EQUIPMENT ROOM LIGHTS 'Z2'- EQUIPMENT ROOM LIGHTS Z3' - TUNNEL L IGHTS LOW VOLTAGE `' 'Z4'- TUNNEL LIGHTS DIMMERS/SWITCH FOR 'Z5'- BUILDING EXTERIOR LIGHTS LIGHTING CONTROL AND 'Z(o'- BUILDING/SITE SIGNS OVER -RIDE CONTROL. 'Zl'- SITE LIGHTING CONSULT MFR. (TYP) 'Z5'- SPARE sm zi_z8 REFER TO SHEET E-3 FOR LOCATION EXTERIOR BUILDING SIGNS CIRCUITS ZONE 6 LC-2 CW-A-18 SPARE EXTERIOR SITE LIGHTING CIRCUITS ZONE -1 LC-3 SPARE SPARE ;AL :AL AUTOMATIC LIGHTING CONTROL DIAGRAM CONTACTOR TE RM INAT I ON5 I. ADDITIONAL CONTACTOR LC -I, LC-2, LC-3 TO BE PROVIDED BY EC AS REQUIRED. CONTACTORS TO BE SQUARE D CLASS 8903 ENCLOSED OR EQUIVALENT A) ELEC;."MiCAL L1C-A4T1Ws PLTN SCALE: 3/16" - V-0" KEYED NOTES DRAWING NOTES 0 1_ PROVIDE A DECORA VACANCY SENSOR BY LEVITON 005610-IN FOR LIGHTING CONTROL IN THIS ROOM. 2_ PROVIDE A CEILING MOUNTED OCCUPANCY SENSOR FOR CONTROL OF LIGHTS IN THIS ROOM. SENSOR TO CONTROL POWER TO LINE SIDE OF LIGHT SWITCH(ES). LEVITON 05C20M SENSOR AND OSC SERIES POWER PACK_ 3. PROVIDE A LIGHTING CONTROL PANEL BY LCtD 5LUE50X WITH (5) ZONES. REFER TO LIGHTING CONTROL DETAIL ON THIS SHEET FOR MORE INFORMATION- 4. PROVIDE AN UNSWITCHED CONDUCTOR FOR ALL NIGHT AND EMERGENCY/EXIT LIGHTS. 5. ROUTE HOME RUN VIA LIGHTING CONTROL PANEL (LCP)_ 6_ PROVIDE A WP LOW VOLTAGE SWITCH BY LC4D_ SWITCH TO PROVIDE LIGHT CONTROL AND AFTER HOURS OVER RIDE OF THE LIGHTING CONTROL PANEL, COORDINATE EXACT LOCATION WITH OWNER- -_ PROVIDE FLANGE KIT FOR RECESSED 2'X4' LIGHT IN REST ROOM. S. PROVIDE A THREE WAY SWITCH FOR LIGHT CONTROL. COORDINATE EXACT LOCATION WITH OWNER, 9. PROVIDE AND INSTALL JUNCTION BOX FOR SIGNAGE_ PROVIDE DISCONNECT TO SIGNAGE AND ROUTE HOMERUN VIA LIGHTING CONTROL PANEL. COORDINATE EXACT LOCATION WITH G.C_ AND OWNER 10_ PROVIDE A LIGHT LEVEL SENSOR FOR CONTROL OF DAYLIGHT LIGHTING ZONE_ CONNECT PER MANUFACTURER REQUIREMENTS. 11, PROVIDE A PC FOR SECURITY CAMERA FROM EACH CAMERA TO TTB OR AS DIRECTED BY SECURITY SYSTEM INSTALLER AND OWNER COORDINATE FINAL LOCATION AND REQUIREMENTS WITH SECURITY INSTALLER AND OWNER 12_ MOUNT LIGHTS IN TUNNEL AS HIGH AS POSSIBLE_ COORDINATE FINAL REQUIREMENTS WITH OWNER. GENERAL NOTES 1_ REFER TO SHEET E5 FOR LIGHT FIXTURE SCHEDULE. 2_ "NL" DESIGNATION INDICATES FIXTURE TO BE NIGHT LIGHT, CIRCUITED HOT FOR CONTINUOUS OPERATION, 3. INSTALL LOCK -ON DEVICE ON CIRCUIT BREAKERS FOR EMERGENCY LIGHTING AND EXIT LIGHTS TO PREVENT ACCIDENTAL TURNING OFF OF CIRCUITS. 4_ PROVIDE LIGHTING CONTROL PANEL PROGRAMMING. VERIFY LIGHTING CONTROL SET POINTS WITH OWNER REVISIONS �n BY .f, n� �--� u � w ) ro r- u `� L � �I y r- �0 ,= T i r- �—• O N r- ►---• cD y o a N 1 M 7 _r PA e°efefe ° PE 1 7!5 ® e e ° ° O f STATE ,�ORtO�; d ®°fQuanoo on�ep' O GAR-" PATTarXh PE FL Uc. No. 44175 8-25-21 M cN U m 6 1C. 0 N K) N O 0) Q M "� N >. M - U to 6 ® ~ "� E N Z v ,, Q m �(L �L. a U- ® 0 N m Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: Job: 21-082 Sheet E2 111 7 _ u:11hL _ Gh , kit,_,. ,r r:_tn:a_...:.. KEYED NOTES REVISIONS I BY STUB -OUT CONDUIT ABOVE CEILING, PROVIDE AN INSULATED THROAT CONNECTOR AT END OF CONDUIT PROVIDE PULL WIRE FOR DATA AND PHONE TECH. HARD CEILING DROP CEILING 1" EMT EMPTY 4x4x2-1/8" DEEP JUNCTION BOX 'VOR WITH PLASTER RING. MOUNTING HEIGHT 16" ON CENTER 4x4x2-1/8" DEEP JUNCTION BOX TV WITH PLASTER RING_ MOUNTING VERIFY HEIGHT FOR TV WALL FLOOR T' F I CAL GO�UN I CATION OUTLET 1,) T,41L NOT TO SCALE � �� 1c�rrsrt aE ..., 11 LA-t2 LA-19/2l PNL I n;=�FZ;y `, LA-2 LCP'LA' �4VAG EOUIF'1IENT D IeCONNECT AND FEEDEF' SCHEFDULE UNIT ID DESCRIPTION WIRE AND CONDUIT SIZES BUS FUSED DISCONNECT VOLT PH MCA MOCP CU-1 CONDENSING UNIT 2 % AND 1 010 ELi, IN 1" 60/2/50/3R 206 1 50 AHU-1 AIR HANDLING UNIT 2 04 AND 1 010 E.G_ IN 1" 60/2/60 206 1 60 GF-i CIRCULATION FAN 2 012 AND 1 012 E�3, IN 1/2" HP RATED 120 1 15 (1/3HP) INTERLOCK WITH ON/OFF SWITCH DISCONENCT EF-2 EXHAUST FAN 2 010 AND 1 010 En. IN 1/2" INTERLOCK WITH THERMOSTAT 30/2/NF/3R 120 1 25 EWH-1 ELECTRICAL 2 012 AND 1 012 En, IN 1/2" HP WP DISCONNECT 2 1 20 WATER HEATER fp �PE LJ A -HDP-22 LA-14 WORKROOM __ _ __....__.. 105A MCC_...___. ........... ._. 1._. .. -�H Y x v:. 1W_ I _ ......................:...... i 3 h 4 E 6 Y ;E ...}. ��:•. / v 1i y , iE E ! 4 t�... ..... .. .,��,T:� �... ` ..... ...�.. # i .a. E '€I HIP i `i P • •., , z # l , %rp,.Cu.,a^w o_'"',�':..........._......�` ........................... ._.t If Yi 12 I �� ..................:............................_:................................ 13: - - -- - -- Ir I _ AHU- 33 W-A-491 ....._.... .-.ITV 13 LA-31� .. .........._. ROGEaUlMMEI�IT =� , S*�QRAGE .............. EF 2.. y m-I i PNL A-36,40,42 I: 13 ............ ............ GF GFI t r. A 31 i PN, LA-1 l".. ... - I M 3« ]-11 I -nil I LA-41 S, 4`\ l Efiuw I �e I4 I S-1 ", "%...... ----. ........ ---------- -------------- _ ___ 2,', ,.,._ .._._., _ ____.v_--------- --- --_. m. 0 NOTES: O I_ PROVIDE A 30"X8'X3/4" THICK PHONE BOARD FOR COMMUNICATION SYSTEM REQUIREMENTS. PAINT WITH 2 COATS OF FIRE RETARDANT PAINT. EXTEND 04 TO BUILDING GROUND SYSTEM_ COORDINATE EXACT LOCATION WITH OWNER- 2- EXTEND (2)- 3" SCHEDULE 40 PVC TELEPHONE AND CABLE TV CONDUITS WITH NYLON PULL CORDS FOR USE BY TELEPHONE AND CABLE TV SERVICE PROVIDERS. BURY THE CONDUITS AT 30" BELOW FINISHED GRADE TO THE TOP OF CONDUITS_ STUB -OUT THE TELEPHONE CONDUITS AT THE PROPERTY LINE AS DIRECTED BY SERVICE PROVIDERS, 3. PROVIDE A HALF SWITCHED RECEPTACLE CONTROLLED BY CEILING OCCUPANCY SENSOR COORDINATE EXACT LOCATION WITH OWNER 4. COORDINATE FINAL PANELS AND EQUIPMENT LOCATIONS WITH CAR WASHER EQUIPMENT INSTALLER, G.G. AND OWNER PROVIDE EQUIPMENT CLEARANCE PER NEC_ 5. BUILDING MAIN SERVICE PANEL_ REFER TO RISER DIAGRAM ON SHEET E-4 FOR REQUIREMENTS. COORDINATE EXACT LOCATION WITH OWNER 6, PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC CONDENSING OR AIR HANDLING UNIT. REFER TO HVAC FEEDER AND DISCONNECT SCHEDULE ON THIS SHEET FOR REQUIREMENTS_ COORDINATE EXACT LOCATION WITH MECHANICAL CONTACTOR -1. PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC EXHAUST FAN. INTERLOCK EXHAUST FAN WITH THERMOSTAT. REFER TO HVAC FEEDER AND DISCONNECT SCHEDULE ON THIS SHEET FOR REQUIREMENTS_ COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTACTOR - LOCATE A MICROWAVE OUTLET IN UPPER CABINET MILLWORK AS DIRECTED BY ARCHITECT AS REQUIRED FOR THE BUILT-IN MICROWAVE. COORDINATE WITH G.C. AND MILLWORK INSTALLER 9. PROVIDE A RECEPTACLE FOR UNDER COUNTER REFRIGERATOR COORDINATE WITH Car— AND MILLWORK INSTALLER 10. PROVIDE A RECEPTACLE AND DATA OUTLET FOR A MONITOR COORDINATE WITH GL_ AND OWNER- 11, PROVIDE FINAL CONNECTION TO THE ELECTRIC WATER COOLER PROVIDE A RECEPTACLE CORD AND CAP AS REQUIRED_ 12. PROVIDE A DISCONNECT AND FINAL CONNECTION TO THE ELECTRIC WATER HEATER REFER TO FEEDER AND DISCONNECT SCHEDULE ON THIS SHEET FOR REQUIREMENTS. COORDINATE EXACT LOCATION WITH PLUMBING CONTRACTOR 13, PROVIDE A DISCONNECT 30/3/NF/3R AND FINAL CONNECTION TO TOP WASHER EXTRACTOR COORDINATE EXACT LOCATION WITH EQUIPMENT INSTALLER AND OWNER PROVIDE DISCONNECT CLEARANCE PER NEC- 14. PROVIDE A DISCONNECT AND FINAL CONNECTION TO CIRCULATION FAN_ FAN TO BE CONTROLLED MANUALLY WITH ON/OFF SWITCH_ COORDINATE EXACT SWITCH AND FAN LOCATION AND REQUIREMENTS WITH OWNER AND MECHANICAL CONTRACTOR AND DRAWINGS. 15, PROVIDE FINAL CONNECTION TO HAND DRYER COORDINATE EXACT LOCATION AND REQUIREMENTS WITH OWNER 16. PROVIDE A RECEPTACLE FOR CHEMICAL DISPENSER - COORDINATE EXACT LOCATION AND REQUIREMENTS WITH OWNE R C="NER44L NOTES 1. COORDINATE EXACT DEVICES AND EQUIPMENT LOCATIONS WITH G.0 AND OWNER- 2- REFER TO RADIANT SHOP DRAWINGS FOR EQUIPMENT LOCATION AND ADDITIONAL REQUIREMENTS, • PE 1 ° ° 14 y x a x e °a �STAN OF a O GARLAND PATTERSON, RE FL Lic. No.- 14175 8-25-21 0 = Q M � uO M M 3 = M - 7 a U to U O ° Z > L v a m m -C a LA- � 0 N m Z Date: 08. 25, 21 Scale: AS NOTED Project Mgr: AC Drawn: Job: 21-082 ELECTRICAL POWER PLAN SCALE: 3/16" - V-0" Sheet E 3 13 TLc aFc<22Ka aFc<22Ka 1 � MCC PNL PNL 800A 'HDP' PNL PNL LCP 31 GW' 1,000A T XFMR 'CW-A' 'LA' 5 100A MCS .----... _ 400A 100A MLO 112B KVA MC5 MLO T WYE T ALUMINUM WIRING GENERAL NOTES. 1. ALUMINUM WIRING MAY 5E USED ONLY FOR SERVICE ENTRANCE CONDUCTORS- ALL OTHER WIRING SHALL 5E COPPER_ COORDINATE AND 05TAIN AN APPROVAL 5Y UTILITY COMPANY AND AHJ. 2, ALL ALUMINUM WIRING AND CONNECTIONS SHALL' 5E IN FULLY COMPLY WITH NEC, UL STANDARDS AND MANUFACTURER REQUIREMENTS. THE ELECTRICAL CONTRACTOR TO PROVIDE A DURA5LE SIGN OR PLAQUE STATING THE AVAILABLE FAULT CURRENT AT THE MAIN AND THE DATE OF THE CALCULATION_ THE FIELD MARKINGS) SHALL INCLUDE THE DATE THE FAULT CURRENT CALCULATION WAS PERFORMED AND 5E OF SUFFICIENT U I ITY TO WITHSTAND TH E D RAB L D E ENVIRONMENT INVOLVED. 2014 NEC 110.24(A) DATE: 08-15-21 REVISED: FAULT CURRLNI"T STUDY CABLE IMPEDANCE VALUES BASED ON IEEE STIR. 241-1990, TABLE 65. PROJECT: RADIANT CAR WASH ZEPHYRHILLS. FLORIDA SYSTEM VOLTAGE: ASSUMED BASE KVA: UTILITY COMPANY AFC: UI"ILITY COMPANY X/R RATIO: THE BUILDING MAIN 1,000 AMPS OCP TO 5E PROVIDED WITH GROUND FAULT PROTECTION AND TESTED PER NEC ART 230135 10, MIN STEP DOWN TRANSFORMER 480V / 208/120V, 3PH SCHEDULE [=1 PRIMARY SIDE, 48OV, 3PH SECONDARY SIDE, 208V, 3PH BONDING/ XFMR KVA TYPE (DELTA) (WYE) GROUNDING WIRE SIZE CONDUIT BREAKER WIRE SIZE CONDUIT BREAKER ID RATING CONDUCTOR COPPER AWG AMPS COPPER AWG AMPS TLC 112.5 NEMA 1 3 #1 /O, 1 #6 E. G 2>, 150 4 #600, 1 #1 /0 4" 400 #1 /0 BOND TRANSFORMER NOTES: 1. BOND TRANSFORMER XO (SIZE AS NOTED) TO GROUND ELECTRODE SYSTEM IN 3/4" PVC. PROVIDE RAIN SHIELD 480 WIRE. TYPE CU-1 300 WIRE TYPE. AL=2 180si PVC CONDUIT 5,3 SOURCE SOURCE WIRE WIRE 14 OF FEEDER. BUS BUS: BUS S17E TYPE T;I-NS LENGTH XI'R AFL-` ----AFC ____-_------X.R PNL'IIDP' 18051 _--_-_--- 5.30 ----- 400 1 3 135 4.04 '16332 PNL'C'iV' 16332 4.04 1 1 1 5 3.53 16019 MCC 16332 4.04 600 1 2 3 4.03 16283 FAULT CURRENT STUDY NOTE-. L THE ELECTRICAL CONTRACTOR SHALL 05TAIN A LETTER FROM UTILITY COMPANY FOR THE AVAILABLE FAULT CURRENT AT THE SECONDARY TERMINALS AT THE INSTALLED UTILITY TRANSFORMER. NOTIFY ENGINEER IF THE AVAILABLE FAULT CURRENT EXCEEDS THE 5,4515 OF DESIGN. DATE: € 8-1 ",-21 REA,ISED: \'OLTAGE DROP STUD" PROJECT: R.hOLVN 1 C t'E WASH SH ZF11-F'TRI L & F1(:.')R'T)A WIRE TYPE AL=2 VOLTS v-OLTS DROP DROP FROM FROM DISTANCE LOAD WIRE LX'TRE 4 OF LINE i?TILITY UTTLITY- FROM TO IN FEET CI:iRRENT TYPE. SIZE RUNIS PHASE. VOLTS XFNIR )TINIR ---------------------- ",-t �3.:ii'.' --------------------- PNI , `11I.3P -------------------------------- 1.3�1 -------------- 1000 ------------------------------- € 400 ---------------- -------------------------------- ; 480 --------------- 2.10 0A4 PN1-'I IP' PINT, VW 100 1 4880 2.3g 22 .4 0i6 .3800 {{1 1 �j(i0 �-F 013 ?..9.-F 0_45 NOTES. 0 1, UTILITY COMPANY 4W/211Y 3 PHASE PAD MOUNTED UTILITY TRANSFORMER. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH UTILITY COMPANY. 2- EXTEND (3) SETS OF 4 0400 KCMIL IN 3-1/2"C EACH. 3. 3 PHASE CT METER BASE TO UTILITY COMPANY SPEC. 4, 4"X"ro"X 5' CONCRETE PYLON TO UTILITY COMPANY SPECIFICATION. 5. EXTEND 1-1/2"GRC WITH PULL LINE FOR UTILITY COMPANY CT WIRING. ro. EXTEND 03/0 CU GROUND ELECTRODE CONDUCTOR IN 1" CONDUIT. -1. PROVIDE 3/4" X 10' LONG COPPER CLAD GROUND. CONNECT WITH EXOTHERMIC WELD. 6. 50ND THE METALLIC COLD WATER PIPE TO THE GROUND ELECTRODE SYSTEM. 'B- EXTEND THE GROUND ELECTRODE SYSTEM TO 5UILDING FOUNDATION AND BUILDING STEEL. 10. EXTEND A 04 GROUND ELECTRODE CONDUCTOR TO THE 5UILDING TELEPHONE TERMINAL BOARD. PROVIDE A GROUND 5AR AT THE TELEPHONE CA5INET, 11, BOND UTILITY METER PER UTILITY REQUIREMENTS AND NEC. EXTEND '03/0 CU CONDUCTOR IN 1" CONDUIT TO 5UILDING GROUND ING SYSTEM. VOLTAGE DROP STUDY TYPICAL BRANCH CIRCUIT CALCULATIONS ALL COPPER BRANCH CIRCUITS WIRE TYPE CU=1 TOTAL % WIRE TYPE AL= 2 VOLTS VOLTS .DROP DROP FROM FROM DISTANCE LOAD ATIRE WIRE # OF LINE PANEL PANEL FROM TO IN FEET CURRENT TYPE SIZE RUNS PHASE VOLTS TYPICAL MAXIMUM 20 AMP CIRCUIT LEND ITLS PANEL 2300 VA LOAD 300 8 1 12 1 1 277 $_24 3.0 PANEL 2300 VA LOAD 480 8 1 10 1 1 277 8.29 3.0 PANEL 2770 VA LOAD 250 10 1 12 1 1 277 8:27 3.0 PANEL 2770 VA LOAD 400 10 1 10 1 1 277 8.32 3.0 PANEL 3I62 VA LOAD 200 13 1 12 1 1 277 8.27 3.0 PANEL 3462 i A LOAD 320 13 1 10 1 1 277 8.32 3.0 PANEL 4155 VGA LOAD 165 15 1 12 1 1 277 8.19 3:0 PANEL =4155 VA LOAD 270 15 1 10 1 1 277 9.43 3.0 VOLTAGE DROP STUDY TYPIC.,XL BRANCH CIRCUIT CALCULATIONS ALL COPPER BRANCH CIRCUITS WIRE TYPE CU=1 TOTAL % WIRE TY PE AL=2 VOLTS VOLTS DROP DROP FROM FROM DISTANCE LOAD WIRE WIRE # OF LINE PANEL PANEL FROM TO IN FEET CURRENT 21 YPE SIZE RUNS PHASE VOLTS TYPICAL'-LAX'INIi:;.M 20 AMP CIRCUIT LENGTHS PANEL 1000 VA LOAD 130 8 1 12 1 1 120 3.57 3.0 PANEL 1000 VA LOAD 210 8 1 10 1 1 I20 3.63 3.0 PANEL 1200 VA LOAD 110 10 1 I2 1 1 120 3.64 3:0 PANEL 1200 VA LOAD 175 10 1 10 1 1 1.20 3.64 3:0 PANEL 1500VALOAD 87 13 1 12 1 1 120 3.60 3.0 PANEL 1500 VA LOAD 140 13 1. 10 1 1 120 3.64 3:0 PANEL 1800 VA LOAD 72 15 1 12 1 1 120 3.57 3.0 PA\'EL 1800 VA LOAD 115 15 1 10 1 1 120 3.59 3.0 VOLTAGE DROP NOTES. I_ ALL CONDUCTORS COMPLY WITH THE VOLTAGE DROP REQUIREMENTS: FEEDER VOLTAGE DROP DOES NOT EXCEED 256, 5RANGH CIRCUIT VOLTAGE DROP DOES NOT EXCEED 390. 12, PROVIDE A SURGE PROTECTIVE DEVICE TYPE 2 5Y LEA INTERNATIONAL OR APPROVED EQUIVALENT- ALL PHASE PROTECTIONS- EXTEND 5010 TO 5USS IN 1"C AS STRAIGHT AS P05515LE (MAX 2'-0"). SPD SHALL 5E RATED FOR 100KAIC, 13, PROVIDE A LIGHTING CONTROL PANEL (LCP) 5LUE50X 5Y LC4D, NEMA 1 WITH 6 RELAYS/ZONES AND TIMECLOCK. 14. EXTEND (2) SETS OF 4 0600 KCMIL AND 1 01/0 E.G. IN 4"C EACH. 15. EXTEND 4 01 AND 1 *ro EG. IN -PANEL 1 p SL�R:F'ACEMOL''IT1 402is`v0LT3PHASE 4 WM W ITH GROUND 1,000A T'- MCB ) N`Emii 35,000 AIC NOTES CKT. DESCRIPTION BREAKER A B C' BREAKER DESCRIPTION CKT. NOTES NO. TRIP POLE VOLT VOLT POLE TRIP NO, 6 1 MCYIORCANTRCI £tic 'M IviGQ 800 3 480 1335201 490 3 60 SPARE: 2 6 3 4 6 5 133520 _-- 6 5 7 P_A DTP _'CW ' 100 3 480 19870 36785 .: 490 3 150 TRA'_ SSFORMER VIi'A' 81 5 5 9 - ---- 1987j0 32096 {112.SKV=4) 101 5 5 11 ------- 19970 32676 ----- 12 5 13 SPARE 100 3 4% 480 3 15 SPARE 1.4 15 ---- ---- 16 17 __ - - -- 18 19 SPACE 3 4500 277 1 20 TOILET EWH-1 { ) 20 5 21 ---- 4500 277 1 20 WORKROOM EVV'14 1(# �) M 5 23 --_ i . . " 4500 277 1 20 MOP SINK EWH-1(**) 24 5 25 SLTRCE PROTECIIV F DEVICE 30 3 480 277 1 20 SPARE 26 2' (T'YPE 2) 277 1 20 SPARE 28 29 277 1 20 SPARE 30 (UNNECHD VA SYSTEM VOLTS PHASEAMPS 194675 lm%l 190566 i 698 NOTE ( ) DEbIAND LOAD * . PROV•TDE BREAKER WITH CRCUND FAULT PROTECTIC)N 0 VA . V,ERIFYBREAKBR SIZE WITH EQUIPN ENEE NAME PLATE. 0 VA 0 '4A 0 VA 174667 VA 50074D0 VA 0 VA 675367 VA 813 AMP. 277148W 3 PHASE 703 686 MOTES LOAD TYPE CONNECTED NEC DEN4NND I LICiEiTENG 0 125 2 RECEPTACLES 0 1 3 AIRO[)MTlONINGy 0 0 4 HEATING 0 0 5 MISC. NON -CONTINUOUS 174667 1 6 C:ONTI•INIIOUS 400560 1.25 7 KITCHEN 0 0.65 TOTAL 277/480V,, 3 PHASE PANEL T L SURFACE NIOUI!N�`i'EL1 12012N VOLT 3 PRASE 4 WIRE WITH (ROUND MOTES CKT. DESCRIPTION BREAKER A NO. TRIP POLE VOLT 5 1 TiC REFRICOITOR 20 1 120 IWO 200 5 3 CXIUNTER RECEPTACLES 20 1 120 I . 5 5 MICROWAVE 20 1 120 7 SPARE 20 1 120 1 9 Ei,TZMORBUILDINGLI(ETS 20 1 120 1 11 EXT DOWNLICHTS 20 1 120 I 13 SPARE 1 120 720 15 SPARE 20 1 120 I 5 17 DESK RECEPTACLES 20 1 120 5 19 LOBBY MONITORS 20 1 120 SM , 50 5 21 LOBBYIWORKRM RECEPTACLES 20 1 120 23 SPARE 20 I 120 25 SPARE 30 2 208 1:80 27 _-- 5 29 FAN Cr-1 15 1 120 5 31 FAN C f-I ( 15 1 120 864 1659 33 SPARE 15 1 120 35 SPARE 15 1 120 5 37 RR HAND DRSER 20 1 120 1500 840 5 39 WNT ,EFILLER 20 1 120 5 41 CHEMICAL DISPENSER(} 20 1 I20 CONNECTED VA S'N'STEM VOLTS PHASF AMPS 8513 1201'20A', 3 PHA 71 100A ?+fILO NT24A 1 22,000 AIC B C VOLT POLE TRIP DESCRIPTION 120 1 20 LIt�-IUNG CONTROL PANEL (� C: 1200 1200 120 1 20 BUILDINGS104-1 I500 1200 120 1 20 BUILDINGSIC 2 <- 120 1 20 SPARE 1000 120 1 20 SPARE 250 50 120 .1 20 EWC 120 1 20 WORKROOM RECEPTACLES S40 120 1 20 EQU I E1 NT RECEPTACLES .20 500 120 1 20 TELEPHONE RECEPTACLES 120 1 20 SEC'URITYRECEPTA(MES 900 540 120 1 20 OFFICE RECEPTACLES -I S40 120 1 20 OFFICE RE�TACT.ES-2 120 1 20 RR R.EC EPT.hCLES 1G00 120 1 20 UTILITY RECEPTACLES 864 120 1 20 SPARE 120 1 25 EF-3 (*) I20 1 20 SPARE 180 120 1 20 HVA C SERVICE RECEPTACI.ES 208 3 15 TOP WAS HEREk'IT2�LCIOR(' 500 840 ------ 7844 65 NOTE EhtANDLOAD *AUUFI BREAKER WITH EQUI PMEN'TNAME PLATES. NOTES LOAD TYPE C'ONNEC'II<D NECDEMAND D I LICAITING 3650 1.25 4562.5 VA 21:60 VA 0 VA 0 VA 18267 VA 0 VA 0 VA 24990 VA 2 RECEPTACLES 2160 1 3 AIRC':DNDITIOMNG 0 0 4 HEATING D 0 5 MISC. NON-CON11NUOUS 18267 1 6 CONTINUOUS 0 t.25 - KITCiHEN 0 065 TOTAL 120, 08V, 3 PHASE 69 AMP REFER TO SHEET ES-5 FOR ADDITIONAL PANEL SCHEDULES 101 ELEC MICA. RISER DIAGRAM � PANEL �i�ULES e e 3 18 5 20 5 2- 5 24 2 26 2 28 5 32 30 34 36 2 38 5 40 5 42 5 Y REVISIONS BY 00 - � N u ti T N i CN s M : M :. KA a a 0 wh I O I F�r 0 0 0 141 ° ° 0R1'o GARLAPp PATTERSON, P.E. FL Lic. No.: 14175 &-25-21 Z v a $ n0 1n a LL 70 N g� L3 N i� O ta- Cis O C) cn U N F- s N Z ;, v _> m CI_ Q _ CL. L- v N Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: Job: 21-082 Sheet E4 uu REVISIONS m BY .f, ' nCX) cD M v N u ^a� C) - G L y ti u tN- `u F � u ►�-•� Lp ro U N > > ~�• O CV Z _ N O G 1`q y / A i (U�jSi q V G Q °••• 0060 0 e p° vc e PE 141 ° e p y e 0 e .0 STATE 00 °••ones•° o GAR -AND PATTO S(N, RE FL Lic. No. 14175 8-25-21 io U m n cV Z��� QIC •t$ N LL U Iz nci O �.- V)T 0 U to c°a N E-- Z �, v _> Q M CL W a Of Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: Job: 21-082 Sheet E5 -Fn l+ilNi,'i l SOLENOID VOLTAGE = 24V 480V EQUIPMENT LIST RESPONSIBILITY MATRIX IT # DESCRIPTION ELECTRICAL -0 VOLT HP PHASE AMP-C.B. M.$. WATER COLD HOT RECLAIM AIR) PLUMBING AND MECHANICALELECTRICAL WORK mr WORK REMARK$ XURN. BY: ERECTED BY17FQ. RM. PIPING: TUNNEL. PIPIN FURN. BY: ERECTED BY: WIRED BY: CWC-SYS 1-A CARWASH CONTROL SYSTEMS RECLAIM PUMP STATION 120V 480V 1p 20 5HP 3P 76A 15 \1 - 112 .. ... .. .................... 2" 1121 ONNYS NNNYS GC SCW! GC ----- ---------- - ---- - GC GC GC SONNYS SONNYS GC SCW GC I GC 112- AIR FOR PURGE ROLLER UP SOLENOID 24V IP .2 7A 114- SO\N YS SCW/ NIA SCW SONNYS SCW GC (R.O.) FILTRATION SYSTEM 480V 2HP 3P J. 4A 15 112 SON YS SCW/ GC SCW SONNYS SCKI GC -11--D I - E (R. 0.) REPRESSURIZER 480V 1.5HP ip J. OA 15 1 112" SONN SCW/ GC SCW SONNYS SCW GC RO LINE I-F (R.O.) WATER STORAGE TANK SONN SCW/ GC GC SONNYS SCKI NIA I-F (R.O.) WATER STORAGE TANK SONNYS SCW/ GC G SONNYS SC Ki NIA 1-1 R. T. S. (3- TANK SONN YS) VARIES GC GC GC C GC GC GC 1-p WATER SOFTENER SYSTEM (25CF) 120V IP 0. 6A 10 SONN SCW/ GC GC SONNYS SCKI GC ......... ....... 1-W (RO. REJECT) WATER STORAGE TANK SONNYS SCW/ GC GC SONNYS SCW NIA 1-W (RO. REJECT) WATER STORAGE TANK SONNYS SCW/ GC GC SONNYS SCW NIA I-X R.O. REJECT PUMP 480V 5HP ip 7.6A 15 SONNYS SCWI GC NIA SONNYS SCW GC PREP, GUN STATION 112 SONNYS SCW/ GC GC SONNYS SCW NIA SCH-80 GALVANIZED PIPE --2-B 2-H D-10 STAND & CONT. (SINGLE UNIT) SONNYS SCWI GC SCW SONNYS SCW NIA .. . ........... D-10 PUMP #1 480V 7.5HP JP 11A 20 1 SONNYS W/ GC GC SONNYS SCW GC 2-K D-10 PUMP #2 480V 75HP JP 11A 20 1 SONNYS S I NIA GC SONNYS SCW GC 2-L FREE HAND 3/4 SONNYS SC GC NIA SONNYS NIA NIA 2-L FREE HAND 3/4" SONNYS SCW/ GC NIA SONNYS NIA NIA . ..... 2-L-- FREE HAND J/4" SONNYS SCW/ GC N/A SONNYS N/A N/A I J-D WHEEL CLEANER SOLENOID 24V IP 1.2A SONNYS SCW/ NIA SCW SONNYS SCW GC I 4-D BUG APPLICATOR SOLENOID 24V IP 1.2A SONNYS SCWI NIA SCW SONNYS SCKI GC 5-4 FOAMING APPLICATOR-APAPJ (ARCH) SONNYS SCW/ NIA SCW SONNYS SCW NIA 5-C APPLICATOR #1 TOP SOLENOID 24V IP 1.2A SONNYS SCW/ Nl�( SCK1 SONNYS SCW GC ---------- - ...... ...... .......... 5-D APPLICATOR #1 SIDE SOLENOID 24V 1p 1.2A SONNYS SCW/ N A SCW SONNYS SCK1 GC 6-7 Fusion BATH (Foominotor /1) SONNYS SCWI SCKI SONNYS SCKI NIA Fusion BATH SOLENOID 24V IP 1.2A SONNYS SCWI NIA SCW SONNYS SCK1 GC --6-G 6-G Fusion BATH SOLENOID 24V IP 1,2A SONNYS Scm NIA SCWI SONNYS SCW GC 6-G Fusion BATH SOLENOID 24V 1P 1.2A SONNYS SCW NIA SCW/ SONNYS SCWI GC ..... . ....... . ... . .. ............ - 7-4 CTA Ur.FOAMER SONNYS SCWI SCW/ SONNYS SCWI NIA 7-4 CTA Or. FORMER SONNYS SC W/ A SCKI SONNYS SCWI NIA 7-4 CTA Vr, FOA VER SONNYS SCW/ N SCW SONNYS SCW NIA 7-C CTA SOLENOID #1 24V IP 1.2A SONNYS SCWI N SCWI SONNYS SCWI GC 7-D CIA SOLENOID #2 24V IP 1.2A SONNYS SCW/ NIA SCKI SONNYS SCW/ GC - -- --------- -.1 . ............................... .. . ... 8-4 Fusion PRIME (Ur.Foamer) SONNYS SCWI N/A SCW/ SONNYS SCW NIA 8-6 LUB, FORMER SHOWER HEAD SONNYS SCW/ NIA SCKI SONNYS SCW NIA 8-G Fusion PRIME SOLENOID 24V 1P 1.2A SONNYS SCW/ NIA SCWI SONNYS SCW/ GC 10-2 WRAP AROUND (LEGS) SONNYS SCW// NIA SCW/ SONNYS SCW NIA 10-6 WRAP FORMER TUBE SONNYS SC NIA SCW SONNYS SCW! NIA ------- - - --------- 10-7 WRAP FOAAWER TUBE SONNY-3c S Wi NIA SCW/ SONNYS SCW/ NIA 10-13 WRAP EXIT DOUBLE JOG ELECTRIC SONNYS C W/ NIA SCW SONNYS SCW/ NIA 10-13 WRAP EXIT DOUBLE JOG ELECTRIC SONNYS /SCW/ NIA SCW/ SONNYS SCK1 NIA 10-A AIR COMPRESSOR 480V 10HP ip 14A 25 1" SONNYS SCW/ GC NIA SONNYS SCW/ GC (SEE MANUFACTURER MANUAL) ---------- 10-A AIR COMPRESSOR 480V 10HP ip 14A 25 in SONNYS SCWI GC NIA SONNYS SCWI GC (SEE MANUFACTURER MANUAL) - --- - - - - ----------- 10-E WRAP RETRACT SOLENOID (D.S.) 24v IP .2 7A 112 SONNYS SC W/ NIA SCW/ SONNYS SC W/ GC 10-F WRAP RETRACT SOLENOID (P.S.) 24V IP .27A 112- SONNYS SCW/ NIA SCW/ SONNYS SCWI GC 10-i WRAP BRUSH WATER SOLENOID 24V IP 1.2A J SONNYS SCWI NIA C W/ SONNYS SCWI GC 10-K WRAP BRUSH WATER SOLENOID 24V IP 1.2A 114 SONNYS SCWI NIA W/ SONNYS SCWI GC 10-L AIR DRYER 64. CFO 120V 114HP IP 5.8 15 SONNYS SCW/ GC N SONNYS SCW GC ................. - .... ..... ............. 10-N WRAP FORMER SOLENOID #1 24V 1p 1.2A SONNY SCWI NIA SCW SONNYS SCW/ GC 10-P WRAP FORMER SOLENOID #2 24V IP 1.2A SONN S SCWI NIA SCW/ SONNYS SC41 GC 10-Q WRAP MOTOR EXIT (DS) 480V 1HP 3P 1. 65A 15 00 so YS SCW/ NIA NIA SONNYS SCW/ GC 10-0 WRAP MOTOR EXIT (DS) 480V 1HP ip 1. 65A 15 00 I S N,s YCZ SCWI NIA NIA SONNYS SCW/ GC 10-R WRAP MOTOR EXIT (PS) 480V 1HP 3P 1. 65A 15 00 N YS SCWI NIA NIA SONNYS SCW/ GC .......... ................................ 10-R WRAP MOTOR EXIT (PS) 480V 1HP ip 1. 65A 15 00 ISONNYS SCWI NIA NIA SONNYS SCW/ GC 10-S WRAP RETRACT SOLENOID (D.S.) 24V 1P -27A 112- SONNYS SCW/ NIA SCW SONNYS SCW/ GC 10-T WRAP RETRACT SOLENOID (P.S.) 24V IP .2 7A 112" SONNYS SCWI NIA SCW/ SONNYS SCK1 GC GC= GENERAL CONTRACTOR SCKI = SONNYS (CARWASH INSTALLER) O1RADIANT CAR WAV4 - EQUIPMENT LIST-1 SCALE- KtS. REVISIONS BY 2 00 -�00 m Q0 00 C\J �n 7- IN LID 00 O C\J 40.0 64 PE I 91CATEE 00 GAR-" PATTDRS04 RE FL Lic. No.; 14175 8-25-21 Um z rr- < . § 4 10. A C04 Lei d (99 IZ I., 0 M C) vi LA- 0 :i Q; 0 F- 7 > m (L W CL L- = 0 LL- E a N < z Date: 08, 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: Job: 21-082 Sheet E5.1 L� SOLENOID VOLTAGE = 24V 480V EQUIPMENT LI;ST RE00N$IBILITY MATRIX ITEM # DESCRIPTION ELECTRICAL ­0 0' VOLT HP PHAOE AMP C.B. M.S. CATER COLD HOT RECLAIM AIR PLUMBING AND MECHANICAL W RK ELECTRICAL WORExr .. REMAR0 RN. BY: ERECTED BY: EQ. RM. PIPING: TUNNEL. PIPIN,4: FURN. BY: ERECTED BY: 1�fIRED BY: 11-7 - ------- - ------------------ TIRE/WHEEL POODLE (TBGPDL200) \0NNy(:z SCW NIA SCWI SONNYS SCW NIA 11-11 TIRE SEAL-9' S NYS SCW NIA SCWI SONNYS SCW NIA I 1-C TIRE BRUSH RETRACT SOLENOID 24V IP .2 7A I so YS SCW NIA SCW SONNYS SCW GC 1 I—D (TS.A.) TIRE SHINE RETRACT SOLENOID 24V ip .2 7A I SONN SCW NIA SCW/ SONNYS SCW GC 11—E TIRE BRUSH INWARD AIR SOLENOID 24V IP .2 7A J12 SONNY SCKI NIA SCv SONNYS SCW GC 11— F --- ---- ------------ ..... (TS.A.) SUPPLY STATION (G-57) 12" SONNYS SIC W/ NIA SONNYS SCW NIA I G (T.S.A.) CONTROL PANEL SONNYS Scm GC CW/ SONNYS SCW NIA 11—i TBG—SFB POWER PACK 480V 75HP JP 11A 20 1 SONNYS SCW NIA SCW/ SONNYS SCW GC 1 1—p HYDRAULIC SOLENOID VALVE 24V ip 1. 06A SONNYS SCW GC SCW/ SONNYS SCW GC 12-20 OMNITOPI SHORT ATTACHMENT DUAL SONNYS SCW NIA SCW/ SONNYS SCKI NIA 12-25 ........ .............................. ..... . .... . . SIDE BLASTER SONNYS SCWI NIA SCW/ SONNYS SCW NIA 12—C WHEEL CLEANERS FLIP SOLENOID 24V IP .2 7A 112- SONNYS vCW NIA SCW/ SONNYS SCW GC 12—F PENDULUM AIR SOLENOID 24V IP .2 7A 112 SONNYS �Sw/ NIA SCW SONNYS SCW GC 12—K OMNI MOTOR (TOP) 480V 1HP JP 1.65A 15 00 SONNYS SCk NIA NIA SONNYS SCW GC 1-3—A --- H-25 STAND & CONT (SINGLE UNIT) 24V IP SONNYS SCW/ \ GC SC41 SONNYS SCKI GC 13—AA --.- ........... I - - - ------- ----------- -- H-25 STAND & coNT (SINGLE UNIT) 24V IP I SONNYS SCW N GC SCK1 SONNYS SCW GC 13—B H-25 STAND & CONT (DOUBLE UNIT) 24V IP SONNYS SCWI GC SCW SONNYS SCW GC 1,3—C H-25 OMNI PUMP TOP (#I) 480V 15HP 3P 21A 40 2 SONNYS SCW NIA SCWI SONNYS SCW GC 1,3—E OMNI TOP FLIP SOLENOID 24V 1p .27A 112 SONNYS SCW NL NIAI SCWI SONNYS SCK1 GC IJ—L H-25 WHEEL CLEANERS PUMP 480V 15HP ip 21A 40 2 SONNYS SCKI N SCK1 SONNYS SCW GC ii—M H-25 PENDULUM PUMP 480V 15HP ip 21A 40 2 SONNYS SCW IA SCWI SONNYS SCW GC 1,3—N H-25 PENDULUM PUMP-2 480V 15HP Jp 21A 40 2 SONNYS SCW NIA SCpW SONNYS SCKI GC 14-16 J COLOR FOAMER (UrFoomer) SONNYS SCW/ NIA SCK1 SONNYS SCW NIA 14-17 Fusion SEAL (Foomthator SONNYS SCW NIA SCWI SONNYS SCW NIA 14-18 Fusion WAX (Foominctor SONNYS SCW/ SCW/ SONNYS SCKI NIA 14—F COLOR FOAMER SOLENOID #1 24V IP 1.2A SONNYS SCW A SCK1 SONNYS SCW GC 14—G COLOR FOAMER SOLENOID #2 24V IP 1,2A SONNYS SCW SCW SONNYS SCKI GC 14—H COLOR FOAMER SOLENOID #3 24V IP 1.2A SONNYS SCW -N NIA SCKI SONNYS SCW GC 14—J Fusion SEAL SOLENOID 24V 1p 1,2A SONNYS SCW NIA SCWI SONNYS ScW GC 14-1 Fusion SEAL SOLENOID 24V IP 1.2A SONNYS SCW/ NIA SCW SONNYS SCK1 GC 14—L Fusion WAX SOLENOID 24V IP 1.2A SONNYS SCW NIA N SCW/ SONNYS SCW GC ...... ........ ............... . 1 1--.- -.— 14—L — — Fusion WAX SOLENOID 24V IP 1.2A SONNYS SCM/ NIA SCW SOXINYS SCWI GC 14—L Fusion WAX SOLENOID 24V IP 1.2A SONNYS SC14 NIA SCKI SONNYS SCW GC 15-16 ROCKER PANEL18- (SFBTB181A) SONNYS Wl NIA SCK1 SONNYS SCKI NIA 15-17 GRILL BRUSH IBRIDGE (SFGRILL50) SONNYS SCWI NIA SCW SONNYS SCK1 NIA 15—B SIDE WASHER MOTOR (DS) 480V 1HP 3p 1. 65A 15 00 SONNYS SCW NIA NIA SONNYS SCW/ GC 15—C SIDE WASHER MOTOR (PS) 480V 1HP 3P 1. 65A 15 00 SONNYS SCKI NIA NIA SONNYS SCW GC 15—K GRILL BRUSH RETRACT SOLENOID 24V IP .2 7A 112" SONNYS --W NIA SCWI SONNYS SC41 GC 75-44 SIDE BRUSH REC. SOLENOID 24V IP 1,2A 314 SONNYS SCWI NIA \SCW/ SONNYS SCW GC 15—N GRILL FOAMER SOLENOID 24V IP 1.2A SONNYS SCW NIA W/ SONNYS SCW GC ...... . . .. . .......... . ... . .... . .................. 16-0 ALUMINUM ARCH SONNYS SCW NIA S SONNYS SCW NIA 16-10 MIRROR RINSE (RNSAWIRRAIN) SONNY SCW NIA Sc SONNYS SCW NIA 16-10 MIRROR RINSE (RNSVIRRAIN) SoNN S SCW NIA SCWI SONNYS SCW NIA 16-12 Fusion RINSE (Foominctor so YS SCW NIA SCWI SONNYS SCW NIA 16—B DRYING AGENTIRINSE WAX SOLENOID 24V ip 1.2A S NAIYS SIC W/ NIA SCW/ SONNYS SCW GC .... . . . . . ............... ........ . . . ........ 16-1 MIRROR RINSE SOLENOID 24V IP 1,2A 3/1 ONNYS SCWI GC SCWI SONNYS SCW GC 16—Q MIRROR RINSE SOLENOID 2 24V IP 1.2A 3/4" SONNYS Scm NIA SCW SONNYS SCW GC 16—R Fusion RINSE SOLENOID 24V 1P 1,2A SONNYS SCW NIA SCWI SONNYS SCKI GC GC= GENERAL CONTRACTOR SCW = SONNYS (CARWASH INSTALLER) O1RADIANT CAR WASH - EOUIPMENT LIST-2 SCALE, N.TZ. REVISIONS By C\J C\1 E x jr) C\I C—)o ti CN co PE 141 STATE OF 0 ago . 00 0-00 ao GAR AV PATTBraok RE FL ur— No. 14175 8-25-21 L' M cV _J G- z C) 0 V) < U') m C) V) LL. 0 U) 0 C F—-0 > (D Fn (L W CL = (D 0 0 z Date: 08. 25, 21 Scale: AS NOTED Project Mgr: AC Drawn: Job: 21-082 Sheet E 5.2 ... - I L III I A ;A1 III nt ILA" 111.911-IRTNA 1,71fl-g 111141 ILI.ia I 1 i , . fl— - - ---T— I F , I I i I - I I SOLENOID VOLTAGE = 24V 480V EQUIPMENT LI;ST RE$P0N%BILITY MATRIX ELECTRICAL VOLT HP PHOE AMP C.B. M.$. �fATER COLD HOT RECLAIM PLUMBINO AND MECHANICAL W RK ELECTRICAL WORK XURN. BY: ERECTED BY: EQ. RM. PIPINO: TUNNEL. PIPIN FURN. BY: ERECTED BY: '�fIRED BY:1 17-J SPOT FREE ARCH FOR (R.O./D.1.) SYS. kNN Ys SCW/ NIA SCW SONNYS scm NIA MUL TIPLE RAIN (ARCH-10'*) se�\ys SC W/ NIA SCW SONNYS scm NIA .____17-6 - 17-10 TOTAL BODY PROTECTION SqNNXS SC W/ NIA SCW SONNYS SCW NIA I 7-H SPOT FREE SOLENOID (RO & D./.-OPT) 24V IP 1.2A SONNYS SC W/ GC SCW SONNYS SCWf GC 18-0 CONVEYOR PIT GC GC GC GC NIA NIA NIA CONVEYOR PIT 1'*-6" LONGER THAN CONVEYOR 18-1 (8X2) CORRELATOR PIT GC C NIA NIA NIA NIA NIA GA TE (Q ty, 3) 120V IP 20 SONNYS SC W/ &A NIA SONNYS SCW GC ---- - ------- ______2_,0_-D - - -------- 24-i TOP BRUSH RETRACT SOLENOID 24V ip .2 7A 112- SONNYS /C W/ NIA SCW SONNYS SCW GC 24-,J TOP BRUSH WA TER SOLENOID 24V IP 1,2A SONNYS FsCW/ NIA SCW SONNYS SCW GC SC W/ NIA NIA Ys NIA SC W/ NIA NIA SONNYS NIA NIA N1 25-E BL 0 WER MOTOR NO.5 480V 15HP 3P 17A 40 2 S0*ys SCWf NIA NIA SONNYS SCW GC I­SONN 25-J BLOW�R MOTOR NO. 10 480V 15HP 3P 17A 40 2 YS SC W/ NIA NIA SONNYS SCW GC 01 IUDIMT C:AP% W#4e" - EWIFVIENT LIST-3 REVISIONS By 00 41* son STATE OF FL 14176 rp LL OPP Scale: As NOTED Project Mgr: AC Job: 21-082 Sheet E 5. 3 v I - SOLENOID VOLTAOE = 24V 480V EQUIPMENT LI$T RE00N$IBILITY MATRIX ITEM # DESCRIPTION VOLT ELECTRICAL HP PHASE AMP C.B. M.S. �fATER COLD HOT RECLAIM Al R PLUMBINO AND MECHANICAL W RK ELECTRICAL WORK REMARKS NRN. BY: ERECTED BY: EQ. RM. PIPINO: TUNNEL. PIPI FURN. BY: ERECTED BY: �fIRED BY: _____26-1 BL 0 WER GA TOR (Q ty. 10) XNNYS scm NIA NIA SONNYS sco NIA 26-2-- BLOWER, AWA4400TH DRYER so SCW/ NIA NIA SONNYS SC W/ NIA 26-J-- -BLOWER, 0000TH PIVOTING SONks scm NIA NIA SONNYS SC W/ NIA 26�-B BL 0 WER (GATOR) SOLENOID (Qty.6) 24V IP .2 7A 112 SONN A SCw NIA SCV SONNYS SC W/ GC 26-D .......... __ __ ......... .. ... TOP BRUSH RETRACT SOLENOID-B&D 24V 1p .2 7A 12" SONN YS SCw NIA S SONNYS SC W/ GC 26-E BLOWER UAWOTH PIV077NG SOLENOID 24V IP .2 7A SONNYS SC W/ NIA W/ SONNYS Sc W/ GC 27 PULSE SWTCH SONNYS SCpw NIA NIA SONNYS SCw GC ___,27-2 TRUCK BED CONCIERGE 24Y ip SONNYS SCKI NIA NIA SONNYS Sc W/ SCw 27-B U. SOUND SENSOR CONTROL BOX 120V IP .25A SONNYS scm NIA NIA SONNYS Sc W/ GC 29-3 ­­­ ..... . . ........... PIPE LIGHT, LED IP69K (SIGN) 120V IP 0. 5 7A SONNYS Cw NIA NIA SONNYS SCW/ GC ____29-E TS.A. (SIGN) 120V IP 2 5A SONNYS w NIA NIA SONNYS Sc W/ GC 29-U,— BUFF-N-DRY (SIGN) 120V 1p 2.5A SONNYS SCk NIA NIA SONNYS SC W/ GC Jo-c (WAIT & GO) INSTRUCTIONAL SIGN 120V 1p 2.5A 20 SONNYS SCKl NIA NIA SONNYS SCW/ GC J0-E___ ENTRANCE INSTRUCTIONAL CABINET 120V IP 20 SONNYS SCw/ NIA NIA SONNYS SC W/ GC 30-G 30-i 32 32 PKG. RECEI VED SIGN .......... ........... ................ OENU DISPLAY (Qty.3) UNIMAC WASHER TYPE-(202) 120V ....................... 120V (208 V) 1p ........... 1p ip 20 20 60 J/4" .... ....... ................... .................. .............. SONNYS SONNYS ............ ---- - ----- -- SONNY' s SC W/ scm SCW/ NIA . . . . .. . ............. '' 1A NIA ....... ... .......... . .. G A NI ......................... ........... ............................................ ...................................................... NIA ................................... . ...................................... NIA ..... . . ........... SONN Ys .............................................................................. ............. SONNYS SONNYS SC W/ . .... .................................................................................................................................. SCw SC W/ GC .................... ............................................ GC GC ....... ........ ............ - - ­­­ -- ---------------- -- -- - ................... . ............. ................ ................................... . .... 47DIA. DRAIN/ SERWCE DISCONNECT REQUIRED 3,3_C ii-C CHEMICAL DISPENSER 24V 1p 1.2A in 112" SONNYS SCKI C SCW/ SONNYS SC W/ GC JJ-F CHEUICAL DISPENSER 24V ip 1.2A 1 112" SONNYS SCw GC SCW/ SONNYS SC W/ GC JJ-G CHEWCAL DISPENSER 24V 1p 1,2A 112" SONNYS SCw G SCKI SONNYS SC W/ GC JJ-H--- CHEWCAL DISPENSER 24V 1p 1.2A in 112" SONNYS scm GC SCKI SONNYS SC W/ GC 37-0 VA CUUO PIPE GC GC kA NIA NIA NIA NIA 37-J . . . . ....... ....... VACUUAW DOUBLE DROP BOOO (QtyJ6) SONNYS ScKl 00( N NIA NIA NIA NIA SONNYS SC W NIA GC SONNYS SCw N 1A J7-A VACUUO (20HP) 480V 20HP jp 2J.5A 50 2 SONNYS SCw NIA GC SONNYS SCw GC STOPISTART STATIONS BY OTHERS vAcuuA4 (20HP) 480V 20HP 3P 2J.5A 50 2 SONNYS Sc W/ NIA GC SONNYS SCw GC STOPISTART STATIONS BY OTHERS J.7- A_ VACUUO (20HP) 480V 20HP jp 23.5A 50 2 SONNYS SCw NIA GC SONNYS SCw GC STOPISTART STATIONS BY OTHERS J7-A ------ ------------- - ----------------- -- VACUUO (20HP) 480V 20HP ip 2J.5A 50 2 NN YS Sc/l NIA GC SONNYS SCw GC STOPISTART STATIONS BY OTHERS J7-K VACUUO (30HP) 480V JOHP ip 40A 80 1 A SONNYS W/ NIA NIA SONNYS SCw GC J8 MAT MACHINE (Qty.2) 120V 1p 30 S Ys SCKI NIA NIA SONNYS SCw GC STOPISTART STATION BY 077-IERS 40-E 42-A PINNACLE ARCH (Or. Foomer) SOL-CONTROL PANEL (REJECT) 12OV 1p 20 .......... ... .......... ...... SONNYS SONNYS SCKI SC W NIA GC A 'NI SC W/ ..... ............ SONNYS SONNYS sclo ........ . ........ .............. ........... SCKI GC ... .......... NIA - - ---- ---- --- - - ---- - ---------------------- ------- - ------------------------------------- SOL-CONTROL PANEL (WA TER) SONNYS SCw GC Cw SONNYS SCw NIA SOL-CONTROL PNL. (PNEU0A TIC) SONNYS SCw GC cm SONNYS SCw NIA 44-A SOL-CONTROL PNL. (PNEUAWA TIC) SONNYS scm GC S SONNYS SCKI NIA 44-B SOL-CONTROL PNL. (PNEU0A TIC) SONN SC W/ GC SC SONNYS SCw NIA 45 SINGLE DOSATRON PUMP STATION J/4 - SONY�S SCw Gc SCw SONNYS SCw NIA 45-A SINGLE DOSATRON PUA4P STATION 314 " SO)(N SCw GC SCw SONNYS SCw NIA 4 7- GRUNDFOS PUOP 480V 7,5HP 3P 11A 20 * 2" N Ys Sc W/ GC NIA SONNYS SCw GC 47-B GRUNDFOS PUAWP 480V 7,5HP JP 11A 20 * 2" SONN SCw GC NIA SONNYS SCw GC` 51 RUBBER OAT WASHER (Qty.2) v J14"' 112" SONNYS scm GC NIA SONNYS NIA NIA 314" PREP SOAP AND PREP WA TER GC= GENERAL CONNACTOR SCO = SONNYS (CARWASH INSTALLER) 01 Ro4DIANT OAR 0--l-ALE. KtS_ WASH — EQUIFtIENT LIST-4 REVISIONS BY n 00 iJ CO (Yj u i~ � � GO • X U n M r ►ter ,^� Ln ro N J L r o oc 3 3 ti y G N �y ii N y U � PA °• ° PE 1 • x ° 7� 4 ° 611 ATE GAR -AND PAT MraC , PE FL Up. No. 14175 8-25-21 Um Z o Oil •�oN Lito � �'� ..r o = V) P _ C Q M Of 3 M t Q mLA- U v; U C N z .CD ai a- „Q ca Q) Iy z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: Job: 21-082 Sheet E9. 1 r-i [ � I I ° r �- - T - � r 9z .......... . .... . .............. ............ . . . . ............. . . . ....... ...... ..... .. ...... ... 01 RADIANT CAR WASH - CONTROL VOLTAGE WALE- 3/16" - V-W RWSIONS 01 RADIANT CAR WASH - CONTROL VOLTAGE WALE- 3/16" - V-W RWSIONS BY 00 C'J Q0 ;'0 CN u U Up m EQ) 0-0 0 C"I - :D E CL CI) Z��; M ............. . . . . . . . . . . . . . . . . . . . . . PA o fo PE 141 Go OF a 0*000 RIIDV--o 0 GOOD,** GARLAND PATTERSON. PF- FL Lic, No., 14175 8-25-21 *Wmam-m-mam LL C'4 ad L0 vi -0 YI > m W z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: Job: 21-082 Sheet E9*2 ��i�mm REVISIONS mnn BY Y �7 N u ` E y ro ti � I��I c�3 LrJ t0 J • � .L Q ti }} v o oo > 1 4$ 0, , 4 g 5� PA ..Doesea •e�C• � o•. PE 14175 e e e e e 0 STATE 0 e*0AOR1O�;•' a eeeeee0 0 aa� O 0 GARLAND PATTERS* PE. FL Lic. No.: 14175 8-25-21 Um 4 Z g�� 04, °r% o L` � 20 0 rN o C It >. M .� ry 3 M °° Q = v — Z m a. Q m a ,Q c� z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: Job: 21-082 Sheet E9*3 MCC NO TES: • HANDLE MECHANISMS SHALL HAVE "LOCK —OFF" PROVISIONS. ( ' )—DISCONNECTS IF NEEDED TO BE MOUNTED 1N TUNNEL OR • ALL STARTERS ARE FVNR. OTHER AREAS NOT WITHIN 50 L.F. OR L.O.S. OF MCC IN • MCC SHALL BE WIRED NEMA CLASS I, TYPE A. CONFORMANCE WITH N.E.C. AND/OR LOCAL CODES..ALSO TO BE • MCC SHALL HAVE MOTOR CIRCUIT PROTECTORS ON STARTER TYPE 4X NON—METALLIC ENCLOSURES, NON —FUSED SIZED FOR UNI TS. LOAD. DISCONNECTING MEANS SHALL NOT BE REQUIRED WHERE • TUNNEL CONTROLLER RELAYS REQUIRE DRY —CONTACT CONNECTIONS. SUCH A LOCATION OF THE DISCONNECTING MEANS IS • IF THE TUNNEL CONTROLER IS NOT INTEGRATED IN THE MCC IMPRACTICABLE OR INTRODUCES ADDITIONAL OR INCREASED ENCLOSURE, CONTROL WIRE TO CONECT BOTH UNITS, MUST BE HAZARDS TO PERSON OR PROPERTY. N.E. C. (ARTICLE #14 (THHN%THWN) OR GREATER. 430.102—B—a) • IF VFD'S ARE USED, ALL CONDUITS TO MOTORS CONTROLLED ALL CONDUIT, WIRES, DISCONNECTS, AND TERMINATIONS BY G.C. BY VFD MUST BE STEEL (NO PVC ALLOWED), AND ALL VFD ELECTRICIAN. 4 0V9 3 ^r 4W MUST HAVE INDIVIDUAL DRIVEN GROUND RODS. VFD'S CONTROL MOTOR WIRE SIZE INDICATED ON THIS SHEET ASSUMES LENGTHS REFER TO RISER REQUIRES (2) #16 TO DRY —CONTACT POWER SUPPLY OF RUN TO BE 100 LF OR LESS, IF RUNS EXCEED 100 LF, DIAGRAM ON INDIVIDUALLY PER VFD'S. ALSO THE CB IS INSTA TANEOUS TRIP PROJECT M.E.P. ENGINEER OF RECORD IS REQUIRED TO RUN TOTAL CONNECTED LOAD: 48 2. O A SHEET E4 FOR S BREAKER (ARTICLE 430.52—A) NECESSARY CALCULATIONS TO DETERMINE VOLTAGE DROP AND BREAKER SIZE TBD DLO (VERIFY T.C.L.) REUICHANGE WIRE SPECIFICATIONS, AS NECESSARY. PANEL RATED 35KAIC R S SYMMETRICAL HA HA 3.4A 34A 3.4A 3.4A 11A 3.4A 21A 21A 21A 21A 3,4A 3.4A 11A 3.4A 3.4A 3.4A 17A 17A 17A 17A 17A 17A 17A 17A 17A 17A 23.5A 23.5A 23.5A 23,5A 40A 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P IL 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P B. 0C.B. C.B. CBC5B, CB, CA C.B. BC.B. C S. CB, C.B. B. C.B. C.B. C.B. C.B. C B. C.B. C BC B. CB. C.B. C B. CB. C.B. C.B. C,B. B 6 0 0 0 0 020 20 11�46668 SIZE SIZE SIZE SIZE SIZE I S12E SIZE SIZE S12E SIZE 00 00 00 00 00 00 00 00 00 00 SIZE �` SIZE SIZE SIZE SIZE SIZE S12E S12E S12E S12E S12E S12E SIZE SIZE S12E S12E S12E S12E S12E SIZE SIZE S12E S12E 1 1 1 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 \/FD �'F D �'FD V D VFD VFD VFD VFD VFD VFD I L - J Eli Eli Eli E -i Eli LJ-� Eli El� Ell Eli El-� Ell El-� E]--� Ell El-� E T _E T -1-7 T 5-1- E_ T� _EM Cz CID O 0 0 O' 0'IN O C7 O Ch 0 0 O N N A A N � � � � � � � � � � zNa Ufa `Ma GIs ► i M M i'7 M c� v c.� 13 1i c� c, c, ci v cs 11 11 c� A A A A A tt A A M � M M A A A A A A Mtry' P j IY`"l lt,� M�j K�'y k`'y i+. v�.. w. \ D\h \ 1�� \ t+\ w i► i�A.. Aim. w Ai.. w i.., i+ w w �. w �. HP 7.5 12.15.20 NO TES: 1, PROVIDE 4" HIGH CONCRETE HOUSEKEEPING PAD FOR MCC. 2. L OCA TE MCC SUCH THAT PROPER FRONT WORKING SPACE IS MAINTAINED IN ACCORDANCE TO NEC 110-16(a). J. ALL WIRE TO BE TYPE THHN/TH WN. 4POv HP 1 HP 0 m O cc OI CRO _ O ONE -LINE DIAGRAM t Q RADIANT CAR WAS44 - ONE LINE ELECTRICALSCHEMATIC: SCALE: N TZ. REVISIONS BY i � v 00 ♦ O N oc`c • ti > o N N y y - x 41 PA •aaa•eee °• C J � 4 e• a PE 14175 • o A rt • n o a a °o STATE ee 00000 o® pep � ro GARLAND PATTERSA PE FL Lia No,: 14176 9125-21 Z o'$� 1 01 LL o N 41 Uo;0 U _ 4-- { o r Q M C "t �. M c°� N 4- Z v y, m a m _ a tL Ci N Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: Job: 21-082 Sheet E9.4 -F----]r _�tom- _f REVISIONS BY .f. ' n00 y—~ N cO � cD iJ a n [\ u Lo lfJ C)o O aL ti ~ O CV C :h ci%yg m.� l € U �y/ 3 PA ° PE I • ° STATE e ® °°• •z0R10*•� 4 . s o® GPATTERSON, PE FL Lic, No» 14175 8-25-21 �o vm 0w ro • Co LL� AN X� 5 0 a ^ J V Q M U vi � N � L Z m >' v � a Q a ® N Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: Job: 21-082 Sheet E9. 6 REVISIONS BY f, MJ Icy j 0 N 'r. U U I--1 c3 Lo C7 CN .L rJ 0 U � �` z o'> i✓ . f 's I y y lk 4 s,� 3 9y PA ° ° PE 141 ° ° ° ° ° ® STATE ®o GARLAND PATTERSCk PE FL Lic. No.* 14175 8-25-21 Z m � e°� C-4 — OJ eB LL' c .� a L3 O = T T Q M � .� ry 3 M m Q = U cn c°� � y � C Z o M CL m Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: Job: 21-082 Sheet 11.1 REVISIONS BY n 00 Q0 i y N cO _ L LL N ro ti U � C\J n U � � E � y J ~ O x CV ti . � D y o a N j� 8 i i y qq I �s PA oae•.ee°Oa p PE 14175 e . O 8TArE 0 a, .°°s�ORi�e • O 00 GAM-AW PAiT9601y RE, FL Ur- No. 14175 8-25-21 M tN U m ` J iO o 0 v— (/) r M QLO 7• M U cn V c N 0 `�m 0- OD a Lt N Z Date: 08, 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: Job: 21-082 Sheet El 1*2 11�11111111 RIMPFORRIFIN" ',, 77'777 --- T--_. - - ... I 11 r -- -% . ll. i i 1 REVISIONS A U Specifications EPA: .01 ft. Length: 33 Width: 1 '" Height H1: 7 1/2" Height H2: 3-1/2" Weight 27 ibs (max): ... 2 %g DSXI LED DSXI LED Forward optics P7 P4 P7 P2 P5 P8 P3 P6 P9 Rotated optics P10 PIT P111 Pi3' Shipped installed D-Series Size 1 LED Area Luminaire i t 92. � I t Nlcnrnt,,b r�-1 FRIENDLY' m ' $ 30K OGi; r. 40K 4000, SOK K00 K DMG G " lv dirT yf ng wires ; ul ed ounlde h:<ture ffr use eMh an r tenlal rnano crdereo seoa ateiy) DS Ceal snl.ching' ..< 5Chedule Lumens Symbol Label QT'T Manufacturer Catalog Number Description Lamp Number Lamps Fflename per LLF Wattage Lam 5 Lithonfa DSX1 LED PS 40K T4M DSXI LED P5 40K T4M MVOLT LED i DSXi-LED-105 12025 0g 138 ❑ 5-4M-HSLighting MVOLT HS with housesTde shield -40K-T4M-MVOLT-H5Je 2 Lithonfa DSXi LED P5 40K T5W DSXI LED P5 40K T5W MVOLT LED I D5XI-LED-P5-40K-T5W 1632-i 013 13a Lighting MVOLT -MVOLT.tes S-5W 1 Lithonfa DSXI LED P5 40K T5W DSXi LED P5 40K T5W MVOLT LED I DSXI-LED-P5-40K-T5W 10i89 09 135 Lfghtfng MVOLT HS with houseside shield -MVOLT-HS_Tes ❑ S-SW-HS 3 Lithonfa DSX1 LED P5 40K T5W DSX1 LED P5 40K T5W MVOLT LED 1 D5Xi-LED-P5-40K-T5 1632-f 09 216 25-5W-150 Lighting MVOLT -MVOLT.Tes ❑ 2 Lithonfa WST LED P2 40K VF WST LED, Performance package LED 1 WST-LED-P2-40K-VF- 3469 0.g 31 Lighting HVOLT 2,4000 K, visual comfort HVOLT.Tes forward throw, HVOLT W LIGHT FIXTURE 5CH1dDULE NOTES; 1, THE ARCHITECT AND OWNER TO DIRECT FOR THE FINAL FINISHES AND COLORS OF ALL LIGHT FIXTURES AND POLES, 2. PROVIDE ALL REQUIRED SUPPORTS, HANGERS, ETC. FOR COMPLETE INSTALLATION. 3, IF CONTRACTOR SUBMITS AN ALTERNATIVE LIGHT FIXTURE PACKAGE THAT DEVIATE FROM THE SPECIFIED ON THE DRAWINGS, THE CONTRACTOR MAY BE RESPONSIBLE FOR PAYING THE ARCHITECT AND ENGINEER (AMOUNT TB.D.) TO REVIEW THE ALTERNATIVE FIXTURE PACKAGE. CONTRACTOR SHALL SUBMIT A COMPLETE LIGHTING CUT SHEETS FOR ENGINEER REVIEW AND APPROVAL. A LIGHTING PHOTOMETRIC STUDY AND PLANS MUST BE SUBMITTED FOR VERIFICATION OF THE LIGHTING LEVELS AND PERFORMANCE. 4. FIXTURES ARE FURNI5HED AND INSTALLED BY G.C_ 5, REFER TO OTHER ELECTRICAL SHEETS FOR ADDITIONAL REQUIREMENTS. �atalDg 4umber Notes Introduction The modern styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seanliessly with its environment. The D-Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long -life luminaire. The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. it is ideal for replacing up to 750W metal halide in pedestrian and area lighting applications with typical energy savings of 65% and expected service life of over 100,000 hours. EXAMPLE: DSXI LED P7 40K T3M MVOLT SPA NLTAIR2 PIRHN DD13XD T1S Type short T5VS T, e ' rry ii s?rl MVOLT' I Shipped included T25 pe .I shcv T5S Typ ..;rr i 120' 1 SPA S ;!are pole 11WOtIng T2M pe'rredlum T5M i/ n dr mi 208`' 1 RPA lemounnra T35 Type dsho T5W Tr r:,e ( 240' 1 WBA rsalL,ckei T3M rypeIIImedium BLC Bark:flhr:.,,.irni 1 277' I SPUMBA Seuaropoleurhversalmoullthlgadaptor, T4M Type-!V medium LCCO ,-1,, rr; c,.l.;'"i 1 347 i RPUMBA Pound aolet u I. ersal unlr., .; adaptor" TFTIM foIv+ard thiow RCCO Right :Lamer into" 480 " i Shipped separately nediurrl I KMA8 DDBXD U l,n.ast arm mounting brackFt adaptor 1 sl u`yrfnishl PIR I?qh;i, :, mcuor -amblers sersiq, .'m.;,u+firs; arnb Fri ...Uf e':oL .d at _ PIRH I :ch v. I u I . -arnb ar t ersm ; �� Ir :,,11 YIEigIIC anther s n;orer•.atl dat5f, PIRIFC3V `;:gh!kcv,,ro'ior13ni f sen.nl,8- riumitl,7r';'i, umii?I t sensor el abl,d at If, PIRMFOV Bi errl nl wr,,;-mbl ntUc1 I, ?s iJ nu.rnt ., leq: 11, arnbFrt spilsoreratl dal I', FAO Ie : adlust,ble a put ......... i %,��,�, One f rhar:ra VVay •Conyers, 'Ceorg.a 30012 • 'gone ? 800-T.75-%,s75 / y © 2C11 2019 Acuity Brands Lighting, Inc, Afl iq-ts reserved ,• iioru CO:'e4MER! IAf- O;.)TCOOR Shipped installed HS t v side stir SF 020, _ 317v L90 L, fr r : ^ irs ' R90 Nigh! rotater,, cipiks Shipped separately 6S bun to EGS Etter .a .,:are sr eid Ix DDBXD :)zrk l rorize DBBXD D.ack DNAXD `Jatura our num DWHXD DI)BTXD loturec dark bronze DBLBXD le. taco back DNATXD Teliored narwal lemiut 11 DWHGXD c-od:u,:rhfte DSX1 LED Rena. 08115!19 Page 1 a' a Specifications Lurninaire Height: 8-1/2" Width: 17" Depth: 10-93/116" Weight: 20 Ibs I Optional Back Box (PBB ) Height: 8.49" 121 56 crn) Width: 17.01" (43.21 cnt) Depth: 1.70" (4.32 c: n) FOR 3/4"NPT ...� ............ D......... ... SIDE -ENTRY\ —T \ tIII -- FOR 1/4" MOUNTING BOLTS Height: 4„ -0. 2, Width: 5-1/21, :14 cml Depth: ,5 8 cn') w For 3/4' NPT( D side. -entry 1: conduit l` H WST LED I�"Ca Nta umber Architectural Wall Sconce N,�res IllYType „.. ... uy American � + Capable L rnin ire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and system -level interoperability. • All configurations of this luminaire meet the Acuity Brands' specification for chromatic consistency • This luminaire is A+ Certified when ordered with DTL® controls marked by aDTL DLL equipped luminaires meet the A+ specification for luminaire to photocontrol interoperability1 * 'This luminaire is part of an A+ Certified solution for ROAM" or XPointTM Wireless control networks, providing put -of -the -box control compatibility with simple commissioning, when ordered with drivers and control options marked by a To learn more about A+, visit rlwtiv.ac:uitybrnds.comiaplus. .................... ... See ordering tree for details. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: Link tc Roam; Link to DTL DLL lr l��I COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) WST-LED 10 0 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. Rev. 03/17/21 EOLE DETAILNOTES.- QPROVIDE A 21, DIRECT BURIAL FIBERGLASS POLE FOR SITE LIGHTING FIXTURES. THE POLES AND BASE, COMPLETE WITH MOUNTING DEVICE AND LUMINARIES iN PLACE, SHALL BE CAPABLE OF WITHSTANDING A SUSTAINED WiND VELOCITY OF NOT LESS THAN 160 MILES PER HOUR FOR A CATEGORY 2 STRUCTURE_ PROVIDE SiGNED AND SEALED DRAWINGS BY A FLORIDA STATE LICENSED PROFESSIONAL STRUCTURAL ENGINEER. PROVIDE REQUIRED BRACKET ARM AND ACCESSORIES COMPATIBLE WITH POLE DESIGN. PROVIDE GROUND WIRE ATTACHED TO GROUND LUG OR THROUGH BOLT ON BRACKET ARM, AND TO GROUND LUG ON LUMINAIRE. STANDARD HANDHOLE WITH ALUMINUM COVER ATTACHED WITH STAINLESS STEEL MACHINE SCREWS. MAKE CIRCUIT SPLICES IN THIS HANDHOLE. �5 BACKPILL WITH CONCRETE. 3000 PSI MIN_ PROVIDE CONDUIT ENTRANCE BELOW GRADE. 7 PROVIDE 10 AMP FNQ SLOW BLOW FUSE. SPLICE GROUND WIRES INSIDE HANDHOLE AND SECURELY BOND GROUND WIRES TO A CONTINUOUS STEEL BAR IN THE POLE, O PROVIDE 3/4 " DiA. X 10'-0" COPPER GROUND ROD AT EACH POLE. PROVIDE 010 AWG, CU BARE GROUND WIRE FROM EACH LUMINAIRE AND BONDED TO GROUND ROD (TYPICAL). PROVIDE THE CONCRETE POLE WITH A 04 AWG STRANDED BARE COPPER CONDUCTOR BONDED TO STEEL BAR IN POLE AND TO GROUND ROD. �00 00 y M N _ CD w a)coI­-� �� f EX V 1n d to .y y r• > 0 .G T O ti � N 0 ti a G N 0 ea PE 1 a a a an M r --,q GARLAND PATTERSON, PZ FL Lic, No.: 14175 0 4— G � •r • ■ s �I fill s � Date: 08. 25, 21 Scale: AS NOTED Project Mgr: AC Job: 21-082 N SCALE; NOT TO SCALE Sheet SHEET INDEX all LEGAL DESCRIPTION DESCRIPTION: (per Official Records Book 8235, Page 609) A parcel of land lying in Section 11, Township 26 South, Range 21 East, Pasco County, Florida, being more particularly described as. - COMMENCE at the Northwest corner of. Block 66, Town of Zephyrhills as recorded in Plat Book 1, at page 54, Public Records of Pasco County, Florida, and run S,25'30'00"E., along the Westerly boundary of said Block 66, 50.00 feet-, thence run S.64'24'18 "W,., 60.00 feet to the Westerly right-of-way line of 7th Street for a POINT OF BEGINNING; thence continue S.64024'18"W., 200.00 feet to the Easterly right-of-way of U.S, Highway 301; thence S,25*30'00"E,, along said right-of-way 80.00 feet, thence N.64024'18"E-, 200.00 feet to the Westerly right-of-way line of 7th Street; thence N-25*30'00"W., along said right-of-way 80.00 feet to the POINT OF BEGINNING. All in Section 11, Township 26 South, Range 21 East, Pasco County, Florida. AND That portion of the vacated SCL Railroad right-of-way in Section 11, Township 26 South, Range 21 East, described as follows: Commencing at the Southwest corner of Block 89, City of Zephyrhills, as per plat recorded in Plat Book 1, at page 54, Public Records of Pasco County, Florida, run S.63'28'30"W., 60-00 feet to the Westerly right-of-way line of 7th Street, thence N.26'025'00"W., 520.80 feet along the Westerly right-of-way line of 'nth Street for a POINT OF BEGINNING; thence S,63'28'30"W,, 200-00 feet to the Easterly right-of-way line of U.S. Highway- 301, thence N.26"25'00"W., 10.00 feet along the Easterly right-of-way of U.S. Highway 301, thence N.6328'30"E., 200.00 feet to the Westerly right-of-way line of 7th Street, thence S.26025'00"E.,, 10.00 feet along the Westerly right-of-way line of 'nth Street to the POINT OF BEGINNING AND PARCEL TWO: A survey of that portion of the vacated SCL Railroad right-of-way in Section 11, Township 26 South, Ramge 21 East, Pasco County, Florida, described as follows - Commencing at the Southwest corner of Block 89, CITY OF ZEPHYRHILLS, as recorded in Plat Book 1, Page 54, of the Public Records of Pasco County, Florida-, run S.63'28'30"W., 60.00 feet to the Westerly right-of-way of 'nth Street; thence N.26*2-5,00"W', 440.80 feet along the Westerly right -,of --way of 7th Street for a POINT OF BEGINNING; thence S.6328 , 30"W., 200.00 feet to the Easterly right-of-way line of U.S. Highway 301; thence N.26'25'00", 80.00 feet along the Easterly right-of-way line of U.S. Highway 301; thence N-63'28'30"E., 200.00 feet to the Westerly right-of-way line of 'nth Street; thence S.26*25'00 "E., 80-00 feet along the Westerly right -of -line of 'nth Street to the POINT OF BEGINNING. '5tat LOCATION- MAP Ga dens Hemapdo Seuh MR, ........... Hetitagc rlice, Shadv Kils Ra CONSTRUCTION PLANS EZ CLEAN WASH, ZEPHYRHILLS SECTION 11, TWP. 26 S., RGE. 21 E. ZEPHYRHILLS, FLORIDA CCA INDUSTRIES, INC. 13010 US HWY 301 DADE CITY, FL 33525 352-567-9494 SEPTEMBER 2021 SUMTER COUNTY I It N.T.S. L Hib Uv Ridge t.•Sanor HERNANDO� COUNTY &U' aryktown asm M, vlo� Lake E-tistrn conni-,mn 'Olt q New Port P River Ridge Riney F--ist • C. Poll 'N Ode5s3 PINELLAS COUNTY I PASCO COUNTY HILLSBOROUGH COUNT carmllwo�'­ V'11,,'- Thonotosassa DESIGN TEAM CIVL ENGINEER OWNER / APPLICANT BGE, Inc. 2203 N, Lois Ave., Suite G300 Tampa, FL 33607 Phone: 813-467-7404 Contact: Alex Hulbert, Project Manager LAND SURVEY DC Johnson Associates, Surveying and Mapping 11911 S. Curley Street San Antonio, FL 33576 Phone: 352-588-2768 Contact: Daniel C. Johnson N 7ephy'hMs Wes( zTphyri'05 soutf C-ysta' POLK COUNTY1 VICINITY MAP BGE, Inc. 2203 N. Lois Ave., Suite G300, Tampa, FL 33607 Tel: 813-848-0901 m www.bgeinc.com FL Registry No. 32116 ELECTRICITY Duke Energy Phone: 407-905-3376 Contact: Stephanie 01mo POTABLE WATER City of Zephyrhills Phone: 813-780-0000 x3567 Contact: Bruce Sellers SCALE: 1 200' PROJECT BOUNDARY UTILITY PROVIDERS COMMUNICATIONS Frontier Communications Phone: 813-875-1014 Contact: Toni Cannon SANITARY SEWER / RECLAIM WATER City of Zephyrhills Phone: 813-780-0000 x3567 Contact: Bruce Sellers TRAFFIC CONTROL Pasco County Traffic Operations Phone: 727-847-8139 Contact: Jack King COMMUNICATIONS Charter Communications Phone: 813-862-0522 x84263 Contact: Mike Kiker NATURAL GAS TECO I Peoples Gas Phone: 813-275-3783 Contact: Joan Domning :z =) 0 F- 0 0 Sheet Number Sheet Title U_ CO-0 COVER SHEET P-1 CO-1 GENERAL NOTES IN C1_0 EXISTING CONDITIONS M C1_1 DEMOLITION PLAN 0 C2-0 EROSION CONTROL PLAN a C2-1 EROSION CONTROL DETAILS a a a C3-0 SITE PLAN rM FM E C4-0 PAVING, GRADING, AND DRAINAGE PLAN 5 im W CTO GENERAL SITE DETAILS Is C7-1 GENERAL DRAINAGE DETAILS 0 C7-2 GENERAL DRAINAGE DETAILS in Is E E NO 68699 cr :W 44/ STATE OF A, 0 . R /VA O* Sheet Number Sheet Title CO-0 COVER SHEET CO-1 GENERAL NOTES C1_1 DEMOLITION PLAN C2-0 EROSION CONTROL PLAN C2-1 EROSION CONTROL DETAILS C3-0 SITE PLAN C4-0 PAVING, GRADING, AND DRAINAGE PLAN C7-0 GENERAL SITE DETAILS C7-1 GENERAL DRAINAGE DETAILS C7-2 GENERAL DRAINAGE DETAILS Know what's below. Call before you dig. Always call 811 two full business days before you 0 dig to have underground utilities located and marked. www.S.unshine811.com REVI DATE COMMENT lid l� 2 3 -19 0 7 W n. GENERAL NOTES 1. UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION PERFORMED AND MATERIALS USED SHALL BE CONSISTENT WITH THE LATEST EDITIONS OF ALL LOCAL, STATE AND FEDERAL AGENCIES HAVING JURISDICTION LAWS, CODES, REGULATIONS, AND STANDARDS. THIS INCLUDES BUT NOT LIMITED TO ALL LAWS, CODES, REGULATIONS, AND STANDARDS FOR: • CITY OF ZEPHYRHILLS • SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) • FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) • FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) • U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION • U.S. DEPARTMENT OF JUSTICE • U.S. DEPARTMENT OF LABOR 2. IN THE EVENT THAT ANY STANDARDS OR SPECIFICATIONS AS DESCRIBED HEREIN OR SHOWN ON THE PLANS ARE IN CONFLICT WITH EACH OTHER THE MORE STRINGENT CRITERIA WILL APPLY. SHOLD THE MORE STRINGENT CRITERIA BE UNCLEAR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY IN WRITING FOR THE ENGINEER'S INTERPRETATION OF HE MORE STRINGENT CRITERIA TO BE USED. 3. THESE CONSTRUCTION DOCUMENTS ARE BASED ON THE SPECIAL PURPOSE SURVEY INFORMATION PROVIDED BY DC JOHNSON & ASSOCIATES, INC., SIGNED BY DAN JOHNSON, PLS/PSM (DATED 04-01-2020). ALL INFORMATION IS TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BE COMMENCING CONSTRUCTION ACTIVES. BGE, INC. ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS, OR ACCURACY OF THE SPECIAL PURPOSE SURVEY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS WHICH WOULD APPRECIABLY AFFECT THE EXECUTION OF THESE PLANS, THE CONTRACTOR SHALL STOP ALL CONSTRUCTION AND NOTIFY THE ENGINEER IN WRITING IMMEDIATELY. 4. THE CONTRACTOR SHALL BE RESPONSIBILITY FOR PROTECTING ALL EXISTING SURVEY ORNAMENTATION, SUCH AS THE PRESERVATION OF ALL PERMANENT REFERENCE MONUMENTS, PERMANENT CONTROL POINTS, PERMANENT BENCHMARKS, PROPERTY CORNERS, POINTS, OR MARKS. IN THE EVENT ANY ORNAMENTATION IS DISTURBED, IT SHALL BE RESTORED BY A FLORIDA LICENSED SURVEYOR AND MAPPER SELECTED BY THE OWNER AT THE CONTRACTOR'S EXPENSE. 5. ALL EXISTING AND PROPOSED ELEVATIONS SHOWN ON THESE DRAWINGS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (NAVD 88). THE CONVERSION FACTOR BETWEEN THE NAVD 88 AND NGVD 29 VERTICAL ELEVATION DATUM IS AS FOLLOWS PER THE NATIONAL GEODETIC SURVEY'S 'VERTCON' CONVERSION PROGRAM: NAVD88 + 00 FT = NGVD29 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUIRE A COPY OF THE REPORT(S) AND ANY SUPPLEMENTAL INFORMATION ASSOCIATED WITH THE REPORT(S) FROM THE GEOTECHNICAL ENGINEER OR OWNER, FAMILIARIZE THEMSELVES WITH THE CONDITIONS AS DESCRIBED IN THE REPORT(S), AND COMPLY WITH ALL RECOMMENDATIONS MADE IN THE REPORT(S) SPECIFICALLY FOR SOIL PREPARATION ON THE SITE. BGE, INC. ASSUMED NO RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS, OR ACCURACY OF THE GEOTECHNICAL REPORT(S) AND ANY SUPPLEMENTAL INFORMATION ASSOCIATED WITH THE REPORT(S) INCLUDING RECOMMENDATIONS PROVIDED THEREIN. ANY CONFLICT BETWEEN THE INFORMATION CONTAINED IN THE REPORT(S) OR SUPPLEMENTAL INFORMATION AND THESE PLANS SHALL BE REPORTED IN WRITING TO THE ENGINEER AND THE OWNER IMMEDIATELY. 7. THE CONTRACTOR SHALL NOT ASSUME THE INFORMATION IS A GUARANTEE OF THE DEPTH, EXTENT, OR CHARACTER OF MATERIAL PRESENT ON SITE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE AN EXAMINATION OF THE SITE AND OF ANY MATERIAL SOURCES INDICATED ON THE PLANS TO BE INFORMED OF THE CONDITIONS UNDER WHICH CONSTRUCTION IS TO OCCUR. 8. THE STANDARDS AND SPECIFICATIONS AS LISTED HEREIN, THE GEOTECHNICAL REPORT(S), SPECIAL USE SURVEY(S), AND REQUIRED PERMITS ARE HEREBY INCORPORATED ALONG WITH THE PLANS BY BGE, INC. AS THE COMPLETE "SITE CIVIL CONSTRUCTION DOCUMENTS". 9. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF PERMITS FOR ALL AGENCIES HAVING JURISDICTION. THE CONTRACTOR SHALL BE EXPECTED TO REVIEW AND ABIDE BY ALL THE TERMS, CONDITIONS, REQUIREMENTS, AND LIMITATIONS SET FORTH IN ALL THESE PERMITS. A COPY OF THE PERMITS SHALL BE KEPT ON THE CONSTRUCTION SITE AND MADE AVAILABLE FOR REVIEW AT ALL TIMES. 10. CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF NULLITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 11. CONTRACTOR SHALL ATTEND A MANDATORY PRE -CONSTRUCTION MEETING WITH THE ENGINEER OF RECORD, APPLICABLE STAFF OF THE LOCAL AGENCY HAVING JURISDICTION, AND UTILITY REPRESENTATIVES PRIOR TO ANY DISTURBANCE OF LAND, CLEARING, OR DEMOLITION. CONTRACTOR MUST PROVIDE WRITTEN NOTICE OF THE PRE -CONSTRUCTION MEETING'S TIME, DATE, AND LOCATION TO THE OWNER AND ENGINEER OF RECORD A MINIMUM OF 48 HOURS PRIOR TO. 12. IF ITEMS APPEARING TO BE HISTORICAL OR ARCHEOLOGICAL ARTIFACTS ARE DISCOVERED AT ANY TIME DURING CONSTRUCTION WITHIN THE PROJECT LIMITS, IMMEDIATE NOTIFICATION SHALL BE PROVIDED TO THE OWNER, THE ENGINEER, AND THE BUREAU OF HISTORIC PRESERVATION, DIVISION OF HISTORICAL RESOURCES, R. A. GRAY BUILDING, 500 S. BRONOUGH STREET, TALLAHASSEE, FLORIDA 32399-0250, (850) 245-6333. CLEARING, GRUBBING, AND DEMOLITION 1. CONTRACTOR IS RESPONSIBLE TO KNOW THE CONDITION OF THE SITE PRIOR TO BEGINNING ANY CLEARING, GRUBBING, AND DEMOLITION ON SITE. THE CONTRACTOR SHALL NOT PERFORM ANY WORK OUTSIDE OF THE LIMITS OF CONSTRUCTION. ANY WORK DONE OUTSIDE OF THE LIMITS OF CONSTRUCTION IS NOT AUTHORIZED AND IS SUBJECT TO FINES IMPOSED BY AGENCIES HAVING JURISDICTION. 2. THE CONTRACTOR SHALL REFER TO THE PLANS FOR IDENTIFY THE EXISTING TREES TO BE REMOVED, RELOCATED, AND PRESERVED, ALL TREES NOT SPECIFICALLY SHOWN TO BE PRESERVED OR RELOCATED SHALL BE REMOVED. TREE PROTECTION BARRICADES OR EQUIVALENT PROTECTIVE MEASURES WILL BE CONSTRUCTED ACCORDING TO THE LOCAL JURISDICTION'S CRITERIA FOR TREES TO REMAIN WITHIN THE LIMITS OF CONSTRUCTION. 3. THE CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES THAT ARE TO BE SAVED, WHETHER SHOWN IN THE PLANS OR DESIGNATED IN THE FIELD. ALL PRACTICAL AND NECESSARY EFFORTS SHALL BE TAKEN DURING CONSTRUCTION TO PREVENT UNNECESSARY TREE REMOVAL. ANY PROPOSED CUT OR FILL MATERIAL TO BE REMOVED OR PLACED WITHIN THE DRIP LINE OF TREES TO BE PRESERVED, INCLUDING TRENCHING FOR PROPOSED IMPROVEMENTS SUCH AS UTILITIES, WILL REQUIRE THE ADVANCED PRE-TREATMENT OF EACH IMPACTED TREE BY A QUALIFIED ARBORIST OR AT THE DIRECTION OF THE LANDSCAPE ARCHITECT TO MINIMIZE THE POTENTIALLY ADVERSE IMPACTS OF CONSTRUCTION. 4. UNLESS OTHERWISE NOTED, ALL EXISTING BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, AND ALL APPURTENANCES ARE TO BE REMOVED FROM THE SITE BY THE CONTRACTOR AND PROPERTY DISPOSED OF IN A LEGAL MANNER. SOME TIMES TO BE REMOVED MAY NOT BE DEPIECTED ON THE PLANS. IF ANY ITEM(S) ARE IN QUESTION, THE CONTRACTOR SHALL CONTACT THE OWNER AND ENGINEER PRIOR TO REMOVAL FOR CLARIFICATION. 5. ALL COST FOR EXISTING STRUCTURES WITHIN THE CONSTRUCTION LIMITS TO BE ABANDONED, REMOVED, OR RELOCATED AS NECESSARY SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR IS RESPONSIBLE TO CONTACT THE UTILITY COMPANY(S) TO COORDINATE THE RELOCATION OF ANY EXISTING UTILITY STRUCTURES INCLUDING BUT NOT LIMITED TO POLES, VAULTS, BOXES, MANHOLES, VALVES, CONDUITS, PIPES, AND SIGNS THAT ARE IN CONFLICT WITH THE IMPROVEMENTS SHOWN IN THESE PLANS. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. THESE RELOCATIONS ARE TO BE DONE AT THE CONTRACTOR'S EXPENSE AND SHOULD BE INCLUDED IN THE BASE BID. 7. IN AREAS REQUIRING FILL MATERIAL, THE CONTRACTOR SHALL STRIP OR OTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVY GROWTH OF GRASS, DECAYED VEGETATION MATTER, RUBBISH, AND ANY OTHER DELETERIOUS MATERIAL BEFORE EMBANKMENT IS PLACED. IMMEDIATELY PRIOR TO THE PLACING OF FILL MATERIAL, THE ENTIRE AREA UPON WHICH FILL IS TO BE PLACED, SHALL BE SCARIFIED IN A DIRECTION APPROXIMATELY PARALLEL TO THE AXIS OF FILL. THE GEOTECHNICAL ENGINEER SHALL APPROVE THE AREA PRIOR TO THE PLACEMENT OF FILL. 8. ALL MATERIAL REMOVED FROM THIS SITE SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER AT THE CONTRACTOR'S EXPENSE. 9. AREAS TO BE DISTURBED SHALL BE IMPROVED PER THE PLANS OR RESTORED TO THEIR ORIGINAL OR BETTER CONDITION. THE CONTRACTOR SHALL REPAIR ANY EXISTING FEATURES THAT ARE DAMAGED DURING CONSTRUCTION TO EXISTING OR BETTER CONDITION. 1�3���C�P►[��gi:��L1 1. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND ALL REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. 2. THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH EPA/FDEP NPDES CRITERIA TO MINIMIZE EROSION AND ENSURE THE PROPER FUNCTION OF THE STORMWATER MANAGEMENT SYSTEM UPON COMPLETION OF CONSTRUCTION. IN ADDITION MEETING EPA/FDEP NPDES CRITERIA, THE SWPPP SHALL BE SUBMITTED TO AND COMPLY WITH LOCAL AGENCY(S) HAVING JURISDICTION'S MINIMUM EROSION CONTROL CRITERIA. 3. CONTRACTOR SHALL COORDINATE ALL WORK WITH LOCAL AGENCY(S) HAVING JURISDICTION. THIS INCLUDES ANY REQUIRED PRE -CONSTRUCTION MEETINGS AND PERIODIC INSPECTIONS. 4. THE TOTAL SITE AREA IS 0.78 AC, OF WHICH 0.78 AC IS PROPOSED TO BE DISTURBED DURING CONSTRUCTION ACTIVITY ON- AND OFF -SITE. 5. THE DRAINAGE AREA AND LOCATION OF THE DISCHARGE POINT(S) FOR THE SITE ARE: 5.1. DISCHARGE POINT 1 5.1.1. DRAINAGE AREA: 1.07 AC 5.1.2. DISCHARGE POINT: LAT. 28.238648°N, LONG. 82.184294°W 6. LIMITS OF GRADING SHOWN ON THE PLAN ARE MAXIMUM LIMITS FOR EROSION CONTROL PURPOSES ONLY, THE CONTRACTOR IS TO HAVE A FLORIDA LICENSED SURVEYOR TO DETERMINE THE ACTUAL LIMITS BASED ON THESE PLANS. ANY DISTURBANCE BEYOND THE LIMITS SHOWN ON THE PLAN IS PROHIBITED. 7. ALL "STD" NUMBERS REFER TO THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEW MANUAL AND THE FDOT STANDARD PLANS. 8. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSPECTED WEEKLY AND AFTER EVERY 0.5-INCH RAINFALL EVENT, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. THE CONTRACTOR SHALL MAKE NEEDED REPAIRS IMMEDIATELY. SUBMIT WRITTEN REPORT WITH EACH INSPECTION SHALL BE KEPT FROM THE COMMENCEMENT TO COMPLETION OF CONSTRUCTION. A COPY OF ALL INSPECTION REPORTS WILL BE GIVEN TO THE OWNER UPON REQUEST THROUGHOUT THE SITE AND AT COMPLETION. 9. DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR CONSENT OF THE OWNER, HIS REPRESENTATIVE, OR THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. 10. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE, ALL DISTURBED AREAS SHALL BE NONEROSIVE AND SHALL BE GRASSED AS SOON AS CONSTRUCTION PHASES PERMIT, AND ALL SLOPES SHALL BE STABILIZED AS SOON AS POSSIBLE BUT NO LATER THAN 14 CALENDAR DAYS AFTER GRADING. 11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM REQUIRED MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES TO ENSURE THEIR FUNCTION AT ALL TIMES. 12. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PERMANENT VEGETATION HAS BEEN ESTABLISHED. 13. THE SEDIMENT TRAPS AND DIVERSION DITCHES SHALL BE CLEANED OUT WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL SHALL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. 14. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCING WHEN IT BECOMES 6-INCHES DEEP AT THE FENCE. THE FENCING WILL BE REPAIRED AS NECESSARY TO MAINTAIN SUFFICIENT BARRIER. 15. INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENTATION RESULTING FROM SURFACE RUNOFF UNTIL COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CAUSE SEDIMENT RUNOFF. FILTER FABRIC SHALL BE PLACED AND MAINTAINED UNDER THE GRATE AND FILTER SOCKS PLACED IN FRONT OF THE THROAT OF CURB INLETS, DURING CONSTRUCTION. 16, TURBIDITY BARRIERS MUST BE INSTALLED AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SEDIMENTS AND SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO CONSTRUCTION. TURBIDITY BARRIERS SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED, SOILS ARE STABILIZED AND VEGETATION HAS BEEN ESTABLISHED. 17. CONTRACTOR TO PROTECT ALL EXISTING EXPOSED STORM AND SANITARY SEWER STRUCTURES AT ALL TIMES DURING THE CONSTRUCTION. GRADING NOTES 1. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEERS SPECIFICATIONS AND IN ACCORDANCE WITH THE GEOTECHNICAL EVALUATION REPORT, FILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 3. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR APPROPRIATE SLOPE STABILIZATION ON ALL SLOPES STEEPER THAN 3:1. 4. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 5. EXISTING AND PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. 6. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 7. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. 8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION. 10. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE, 11. LIMITS OF CLEARING SHOWN ON GRADING AND DRAINAGE PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS. 12. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE DESIGN(S) TO INSTALL SAID ITEMS. 13. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING AND MOISTURE CONDITIONING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS. 14. GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. SEEDBED PREPARATION NOTES 1. GRADE SLOPES AND FILLS - THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 14 WORKING DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION, 2. GROUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE (1) ACRE, IF MORE THAN ONE CONTIGUOUS ACRE IS UNCOVERED, A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OR OTHERWISE PROVIDED WITHIN 15 WORKING DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN. 3. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. 4. LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTION SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. 5. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME ACCORDING TO SEEDING SPECIFICATIONS. 6. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT. 7. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION. RETAINING WALL NOTES 1. DESIGN OF ALL RETAINING WALLS IS TO BE PER FLORIDA BUILDING CODE. 2. CONTRACTOR SHALL PROVIDE DETAILED RETAINING WALL DESIGN DRAWINGS, SEALED BY A FLORIDA LICENSED ENGINEER, AND SHALL SUBMIT TO THE LOCAL AUTHORITY FOR APPROVAL PRIOR TO CONSTRUCTION. 3. A FLORIDA LICENSED ENGINEER MUST PERFORM CONSTRUCTION OBSERVATION, VERIFYING IN A SEALED LETTER TO THE LOCAL AUTHORITY, ENGINEER AND OWNER THAT RETAINING WALLS ARE CONSTRUCTED PER THE ENGINEERING DRAWINGS IN COMPLIANCE WITH FLORIDA BUILDING CODE, GROUND STABILIZATION NOTES 1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE: 2. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. 3. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. 4. CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY: 5. ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN 4:1. SLOPES LESS THAN 50' SHALL APPLY GROUNDCOVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN 3:1, THE 7 DAY -REQUIREMENT APPLIES. 6. ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT. 7. SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS STEEPER THAN 2:1. 8. ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL STABILIZATION, MAY BE ALLOWED ON A CASE -BY -CASE BASIS. UTILITY NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR PRIVATE UTILITIES (SHOWN OR NOT SHOWN) WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT SUNSHINE 811 AT (800) 432-4770 TO COORDINATE FOR THE IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE. 2. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED UTILITIES BE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY FOR DIRECTIONS. 3. CONTRACTOR SHALL COORDINATE ANY INTERRUPTION OF UTILITY SERVICE WITH OWNER AND RESPECTIVE UTILITY COMPANY REPRESENTATIVE. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY THE UTILITY PROVIDER FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 5. ANY PLANNED INTERRUPTION OF UTILITY SERVICE SHALL BE GIVEN A 48 HOUR NOTICE TO THE UTILITY COMPANY AND THE OWNER. 6. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SEWER, WATER, AND COMMUNICATION CONDUITS. 7. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL POWER COMPANY STANDARDS. 8. ALL UTILITIES ARE TO BE UNDERGROUND. PUBLIC RIGHTS -OF -WAY 1. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN PUBLIC RIGHTS -OF -WAY WITH THE RESPECTIVE LOCAL AGENCY(S) HAVING JURISDICTION (COUNTY, OR CITY) REPRESENTATIVE. IN ADDITION, ANY WORK WITHIN A STATE ROAD RIGHT-OF-WAY MUST BE APPROVED AND COORDINATED WITH THE FDOT THROUGH THE LOCAL MAINTENANCE OFFICE FOR EACH DISTRICT. 2. PRIOR TO PERFORMING ANY WORK WITHIN ANY PUBLIC OR UTILITY RIGHT-OF-WAY, THE CONTRACTOR SHALL OBTAIN AUTHORIZATION AND PERMIT FROM ALL JURISDICTIONS RESPONSIBLE FOR SUCH RIGHT-OF-WAY. 3. PRIOR TO PERFORMING ANY WORK WITHIN ANY PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL DEVELOP AND SUBMIT MAINTENANCE OF TRAFFIC PLAN TO THE LOCAL AGENCY HAVING JURISDICTION OVER SAID ROW FOR THEIR APPROVAL. THIS PLAN MUST MEET THE MINIMUM REQUIREMENTS AS OUTLINED IN THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS INDEX 102-100 TO 102-670. 4. CONTRACTOR SHALL REPAIR ANY AND ALL DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE STANDARDS OF THE AGENCY HAVING JURISDICTION (STATE, COUNTY, OR CITY). RECORD DRAWINGS & CERTIFICATION 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR WILL OBTAIN A COPY OF THE MINIMUM REQUIREMENTS FOR AS -BUILT RECORD DRAWING ACCEPTANCE FOR THE AGENCY HAVING JURISDICTION (SUCH AS THE CITY OR COUNTY) AND/OR UTILITY SERVICE PROVIDER, FAMILIARIZE THEMSELVES WITH THESE REQUIREMENTS, AND PRODUCE AS -BUILT RECORD DRAWINGS THAT SUBSTANTIALLY COMPLY WITH OR EXCEED THESE REQUIREMENTS, INCLUDING ANY REQUIRED ELECTRONIC DATA SUBMITTALS. 2. AS -BUILT DRAWINGS SHALL BE ACCURATELY RECORDED AND CERTIFIED BY A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA AND SHALL MEET THE MINIMAL TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHARTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES. 3. THE CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE SUFFICIENT AS -BUILT INFORMATION TO CONVEY THAT THE CONSTRUCTION HAS BEEN COMPLETED WITHIN ACCEPTABLE TOLERANCES TO THE APPROVED DESIGN AND SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING: SANITARY SEWER a. THE TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. b. THE INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE. c. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER). d. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. e. LOCATE ALL SERVICE WYES FROM THE DOWNSTREAM MANHOLE WITH DEPTH AT THE LOT LINE AND DISTANCE FROM THE MAINLINE. f. LOCATE WITH MEASUREMENTS FROM PERMANENTLY VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO -POINT TIES). STORM DRAINAGE a. THE TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.). b. THE INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. c. INVERTS OF ALL MITERED END SECTIONS. d. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. e. INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENTLY VISIBLE OBJECTS TO ALL STORM STUB -OUTS. f. UNDERDRAINS WATER AND REUSE SYSTEM AND FORCE MAINS a. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. b. LOCATE WITH MEASUREMENTS FROM PERMANENTLY VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO -POINT TIES). c. LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS, AND FIRE HYDRANTS. OTHERIMPROVEMENTS BUILDING(S), SIDEWALKS, PAVEMENT, CURB & GUTTER. SUBMIT CERTIFIED DRAWINGS TO THE ENGINEER TWO (2) WEEKS, TEN (10) BUSINESS DAYS, PRIOR TO FINAL INSPECTION OF THE WORK TO BE CERTIFIED. 4. THE ENGINEER STRONGLY RECOMMENDS THAT THE CONTRACTOR KEEP A DAILY "AS -BUILT" SET OF DRAWINGS WHILE THE WORK BEING DONE IS VISIBLY EXPOSED ACCORDING TO THE CRITERIA OUTLINED HEREIN. 5. THE ENGINEER RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO UNCOVER, RETEST AND/OR PERFORM ANY ACTION NECESSARY TO ENSURE THAT THE IMPROVEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 6. FINAL "AS -BUILT" DRAWINGS FOR POTABLE WATER SHALL CLEARLY INDICATE COMPLIANCE TO MINIMUM SEPARATION DISTANCES OR REQUIRED PIPE UPGRADES. ALL WATER MAIN AND FORCE MAIN PIPE FITTINGS SHALL BE REFERENCED TO AT LEAST TWO VISIBLE REFERENCE POINTS (SWING TIES) AND THE NEAREST DISTANCE TO THE CENTERLINE OF THE ROAD. 7. THE CONTRACTOR'S GEOTECHNICAL ENGINEER SHALL CERTIFY ALL SITE COMPACTION, UTILITY COMPACTION, ROADWAY COMPACTION, UNDERDRAIN, AND PAVEMENT CONSTRUCTION REPORTS TO BGE, INC. Know what's below. Call before you dig. BGE, Inc. 2203 N. Lois Ave., Suite G300, Tampa, FL 33607 Tel: 813-848-0901 - www.bgeinc.com FL Registry No. 32116 Copyright (A Cn U � y z � W W N z ° E O Z W U J Q a z z U Ov W a W J N W D.:..KF�� NO 68699 LU �0 '•, STATE OF ,�_:� REVI DATE I COMMENT PROJECT NO.: 9046-00 DESIGNED BY: DRAWN BY: AJ H KAG REVIEWED BY: DATE: AJ H 9/17/2021 2 OF 11 i 2 3 El 5 L 7 A PORTION OF LEGEND SECTION 11, TOWNSHIP 26 SOUTH, RANGE 21 EAST IP, IR = IRON PIPE, IRON ROD PASCO COUNTY, FLORIDA ' CM = CONCRETE MONUMENT (F) = FIELD DERIVED MEASUREMENT (D) = MEASUREMENT PER DESCRIPTION R/W = RIGHT-OF-WAY LOT 24 O.R. = OFFICIAL RECORDS BOOK \ g01`1 4S EEL = ELEVATION POINT OF COMMENCEMENT 1. E. = INVERT ELEVATION \ NW CORNER OF BLOCK 66 PER PLAT BOOK 1, PAGE 54 F.F. = FINISHED FLOOR ELEVATION E RCP = REINFORCED CONCRETE PIPE W A CMP = CORRUGATED METAL PIPE o0�\�/ LOT 23 Cti 0 = FOUND IR (SIZE & REGISTRATION 86.4' • 0\87.3' Qti� NUMBER AS NOTED) '` `so \ ® = SET NAIL & DISK "LB 4514" 86.73' �'> 00 "\ = VERTICAL CONTROL BENCHMARK ` �S = POWER / TELEPHONE POLE \ je = METER POLE :v \ // = LIGHT POLE ass2' T.C. • ss.s5 .,4 s� / d = GUY ANCHOR 86.36' E.P. ��6 / / ;\\ SCALE 1 = 20 LOT 22 O = BOLLARD � \ a6.52' \ 0 10 20 40 86.77' T.C. / p \ i .b 8s.27i,�E.P. / / 6p0 ."a\.9' /.. ss = SANITARY MANHOLE POINT OF BEGINNING • = GREASE TRAP 86.8' © FOUND 5 N8o 0 = CLEANOUT 6 2k sT = STORM MANHOLE • 85.17' o Q N SANITARY MANHOLE C LOT 21 w = WATER LINE $6 2 RIM EL = 86.25' r� \ 0 = WATER METER 86.44• \\ 04 = GATE VALVE - WATER • 84.55' 86.24 \ m = ELECTRIC BOX = COMMUNICATION EQUIPMENT BOX 20" 'C toe \\ / 0 = OAK TREE (SIZE AS NOTED) = PALM TREE (SIZE AS NOTED) �� Po SOAPED AREA \\' LOT 20 0 = TREE (UNKNOWN VARIETY) • 8 92 8�85 `\ 22 •a`� = SPOT ELEVATION \ O = CHAIN LINK FENCE \ i 5.49' WESTERLY R/W LINE \ \ � '/<J OF 77H STREET , ^ \ ' • T.C. = TOP OF CURB 506 a a,y8 aRss $6 ��� V- \\ E.P. = EDGE OF PAVEMENT \ • 83.50' i .' $ it a cry \ /. $ 5.24' 9B �� _ �..-...__ 86.21' 'off \ \ .41 \ \ • 83.43' ,. 0 � 0, 3 ' `� LOT 19 = ASPHALT ! � ,G' • N p 5 STORM I LET 84.80' 6 ` ^ Coll \ \ = 0 0 TOP EL = 8 17' ^ ' 84.05• T.C. ' 8�29 gyp. 2p BM #1 \ 84,06' T.C. 83.55' E.P.. G• ' 8q.. " `N .SET NAIL & DISC TR " " $o �.s as.,a' \\ �' CONCRETE ` 83.56' E.P. �0 P "\a ( ) ° �`' t0 DESCRIPTION: (per Official Records Book 8235, Page 609) 84.05' T.C. zr E• Ix EL = 85.67' (NAVD88 O (� DRIVEWAY\. \ 83.55' E.P. 9k20 6�c2 85.18' 84.94' o-• - • 96.5T \ •84.82' 5.74' 0 - BENCHMARK A663 \ EP 85.29' 84.93' J�. s` N \\ A parcel of land lying in Section 11, Township 26 South, Range 21 �^ \ a3.87' ,, 83M a6 P C, t,,..- 85.0 84•93' o2 -•- \ \r\G East, Pasco County, Florida, being more particularly described as: % \ 10" WALL $�53 k§Ibn*o $3 0 4.95' • 85. , i er 1 m� ~' ` LOT 18 i • - "-_._..'_'"J.. 83j92' 84.79' \!� 5.27• 84.6 9 i oo � `" V ' \ $ _. -"" � 18" �Gr,El 84.93' \6' FOUN zi` /s" IR � ,,A• 85 g \ pF „ \R COMMENCE at the Northwest corner of Block 66, Town of \ \ \ \N 2 Ze h chills as recorded in Plat Book 1 at page 54 Public Records LANDSCAPE A'RE 84ss' \�q 84.68' • es. ' NO ID �� , • 86.2' 0 \ p y ' p g ' - • 83.4' 83.98j, \ _ RM \90 �; ,S 25'34 34 E 10.10 - \, \ P �N� " ,-' of Pasco Count Florida, and run S.25°30'00"E. / • s3. '; •'64.45' i 5�° a 9� CON RETE LANDSCAP AREA -' '} S 26`25'00" 10.00' \ 030k, O 1p� ' y, , along the Westerly vAcuu PAD . a4.6' % i ` F 1; *>~s�a5,2' \"\ „\.� y • thence run S.64°24'18' boundar of said Block 66, 50.00 feet, 84.01' P \� 84.04' • 83.3' ;' 3 JC�E� �� 5.27' ;' ' 60.00 feet to the Westerly right-of-way line of 7th Street for a g0 84.78' \ 1 \ F 84.15 s�° , a ���' i �" '` s `Z \ LOT 17 POINT OF BEGINNING; thence continue S.64o 24'18"W., 200.00 feet to t 1 9 84.08' E\• a ,s,/ \ ff'sa CONCRETE VACUUM PAD Pc� \E - l f- } i o- �. $4g�. the Easterly right-of-way of U.S. Highway 301; thence ENTRANCE 3' GR 1 \ ° , " 84.02 SIGN `��',�,.. 84 P�clEl f .-•'84.°'- `F -'. -o �'� �-' \. S.25 30 00 E., along said right-of-way 80.00 feet; thence 84s3' " 84.85' / - I PON • 85.3' 85.71" \ N.64°24'18"E. 200.00 feet to the Westerlyright-of-way line of 7th EASTERLY R/W LINE an.\0 FO`9 f \ 4.s2' WALL N'\\-" . _ �\ ' 1 \ ' O d right-of-way t to 96 ` ' ` .R� - r \;. \ \ '; \ `\ Street; thence N.25°30'00"W., along said right way 80.00 fee \F U.S. HIGHWAY 301 � a � 1 /2" I R '"� a�• �8 a4so' / �" �- .�' � -- ; \ \ r'cs Q: ,-iQ0 ID BOARDWALK ' , �, c \ the POINT OF BEGINNING. All in Section 11, Township 26 South, \ ` to oR� \ 648 f. .- = �'' eso, !\\'° \ `• 85.2' Range 21 East, Pasco County, Florida. \N\� ! a $ '' LOT 16 • 0 y P � ay3 6 fO '' 04' 5.10' �- �� � 4 \ � \ �.as.o�� �0/ 5.10' (� „,^. 05�\.' a�g ooi~•, ,. 85.42• '•, \ AND 83.2' • \\ \ \ Y Kati G JG \E 200' egg,.,.%.t �� \ • 85.5' `\ o a Via.,' S� ,r P �0 85.19' 4 . S 25'27 24 - E 80.04 \ That portion of the vacated SCL Railroad right-of-way in Section 83.44' \ a• 1 O i �. 0 'S � � � u d s \ �. �o.� a Ub STEEL B DING �2� -'% lol s, s 2s`25'o0' so.ob' (D) 11 Township 26 South Range 21 East described as follows: 4.36' 1 `-° 82.43' _ �., �0'`• S / • ''_ p STORM MAN 84.83' a, 2 6' `\ �. I� g 6 . ' 0 0. , , • 83.6' \ /^ ,,, ...._....-...--_�'' pp. , 85.12' L = 85.00' a t' �y • 83.5' \ \ 83.80'-O '.5� } •�.-si, , < 2 D. \85.61' \\ i \ ( \�".ITER(W END SECTION `' ' y e `. a4. ' �/ O G STORM`MANHOLE 'i Commencing at the Southwest corner of Block 89, City of a4.00' / 1,_ FR W LE _ k.57' i rao.A \ 1 1 \N �J i s5' \ O! �a• 2$ p o C `�• \ LOT 15 Ze h hills as per plat recorded in Plat Book 1 at page 54 6 �J , I 85.43' P Yr P P P g \� • t.s' ,:So.s' '\ , .-� '`J �\\. a5• 1ZfM EL = 84.97' ! .�� � •as>,i3' . � \ `(e 4" PVC (S) LE = 82.77 ti r� °g � \ ° , , S�o� i '" ° Public Records of Pasco Count Florida, run S.63 28 30'W. 60.00 so, 1.7' $ \ 8`1.5' 7 OFt r$�.93' STORM INLETS 85.38' Y, , \\ �, 5� y - y"` oNE F\o f GRATE EL = 84.10 84.01' {,� \ DRIVEWAY\ feet to the Westerly right-of-way line of 7th Street thence ��}.. v-.."U.7' •r 845' f f O O� '� r Q - 9 15 RCP(NE) LE = 83.9� _ 8s � G \ , „ ' ' ` 4 0 :9' R ` SNP �a. B4. ti� z \ N.26°25 00 W., 520.80 feet along the Westerly right-of-way line of \ 83.7' y \ `\ -..o all ` P� •^'' GREASE P`" �. g5" g Y g ° > ,e y \r •83.T .L •�4 ° N "`.-- '� f "r % 4" PVG(N E = 82.56' o 5.33 \ `., \\.85.45' - 7th Street for a POINT OF BEGINNING; thence S.63 28 30 W., 200.00 t •�* / % .� J p r.•'84.28' $ 0 \ 5.45 °\ ✓ feet to the Easterly right-of-way line of U.S. Highway 301, thence • qy/ r aZ' STORM INLET • 84.73' LANDSCAPED AREA \ �' , n • 838 (. 84.06� w �,a3.s f p `8c ATE EL = 84.B6' a5.57' �" N.26 25 00 W. 10.00 feet along the Easterly right-of-way of U.S. \ _'y 8 W is l° •r'"� � f' a OTTOM EL = 79.51' �-� a5.36• \ � g Y g Y �\ 83.3� -= °: �f fF t• 84.45 85 Sg'N : "`', 85.5p' a5.43' \ Highway 301, thence N.63 28 30 E., 200.00 feet to the Westerly right-of-way line of 7th Street, thence S.26 25 00 E., 10.00 feet GRATE STORM=8INLET 4•0' • 84.86' _8 -' �86.02' along the Westerlyright-of-way line of 7th Street to the POINT » l 9.9' : r� .,. 84.63' g g Y 18" RCP(N) LE = 80.51' \ N 2617 1 W 10.49 i f KIM"'�£ / '' '' S•T'`\G $5.4, OF BEGINNING \\ ! 83. TOP EL 84.80 84.87' J Z N\`� 1s: RCP(E) LE = 80.54' \ \ . th N 25.25'00" 10.00' (D) ; ' T as.1r ,_-• 84.93' \� ' \R 85.3fi' 18" RCP(S)I.E = 80.54' • a4.G. PRE n�G $ „ ' $" 10" WALL Q v �J agg 85.47 AND SURVEYOR'S NOTES: N F \ '� \\t p4 \\ it 85.0 STORM INLET • 84.66' QO\ J�N�(\NS 85.70' 85.73' \ MITERED END SEC TIi3 \ s ; PARCEL TWO: . \ i 8 3'.° `•'- `�q \ 9 i GRATE EL = .00' .-'` 18" RCP(N) LE = 80.95' \ : \ \a`82.3r \ 84.2 \ BOTTOM = 79.85' ' -5.61• \ A survey of that portion of the vacated SCL Railroad right-of-way 1. Use of this survey for purposes other than intended, without f i• 83.A� \ 5.o,i - - o � 0$ y2� ' \ '� 2p Z00' CONCRETE \ in Section 11, Township 26 South, Ramge 21 East, Pasco County, written verification, will be at the users sole risk and without r= a - �' i84.56' \ \ --\ Florida, described as follows: liability to the surveyor. Nothing herein shall be construed to ° • a ` \ 4.65' 11 $�o r 5.59' • 85.60' give any rights or benefits to anyone other than those \ 84.05 \ \ \ 84 • a4:23' ° 6�T g 2b BM #2 \ 2 Commencing at the Southwest corner of Block 89, CITY OF ,� \ \ i` .j i 15" RCP(E) LE = 79.5, S 2 SET NAIL & DISC (TRAY PT "LB 4514") \ ZEPHYRHILLS, as recorded in Plat Book 1, Page 54, of the Public certified to. This survey meets the Standards of Practice set \ 84.48' - c� rob; EL = 85.66' (NAVD88) \ "'�. o \ 84.°7' /' Records of Pasco Count Florida; run S.63 28 30 'W. 60.00 feet to forth by the Florida Board of Land Surveyors in Chapter 5J-17 \ • Y. ,� y' ' 84.3 ' • a55, \ o the Westerly right-of-way of 7th Street; thence N.26°25'00"W., Florida Administrative Code. \ • a 7, 8�, .�84.56' B r' � ' o, • 3.8' 83.87• �• STORM INLET \ 440.80 feet alongthe Westerly right-of-way of 7th Street for a GRATE EL = 84. EDGE OF PAVEMENT • e5.4a' Y g Y 2. This survey was prepared without an abstract of title; 84.16' \ o 15" RCP(N) LE 80.14' 5.47 POINT OF BEGINNING; thence S.63028 30 W., 200.00 feet to the v 07' o; 4 therefore the undersigned makes no guarantees or .� \ �V, Easterly right-of-way line of U.S. Highway 301; thence representations regarding information shown hereon pertaining \ °G �� r� EASTERLY R/W LINE S \ �o N.26025'00"W., 80.00 feet along the Easterly right-of-way line of to easements, rights -of -way, setback lines, agreements, \ �� \ s4.2s' CPO OF U.S. HIGHWAY 301 8s.399'r� \ U.S. Highway 301; thence N.63028 30 E., 200.00 feet to the Westerly reservations, or other similar matters. \ 74. \ oo, ep \ right-of-way line of 7th Street; thence S.26°25'00"E., 80.00 feet 2 9 •a5.2r \ along the Westerly right -of -line of 7th Street to the POINT OF 3. No instruments of record reflecting easements, right-of-ways e$5•a5.4' BEGINNING. and/or ownership were furnished to the undersigned except as \��. ��, \ o�N�\N5 �'� �'• \ WESTERLY R/W LINE `r � OF 7TH STREET \ 84.40' 84.40' �" Nr 85.84' T.C. �' \ shown. \ \ ,� $ -Q �� 85.34• E:P. oo \ POINT OF COMMENCEMENT (PARCEL TWO) \ ss.o' • a5.13' \ SW CORNER OF BLOCK 89 PER PLAT BOOK 1, PAGE 54 4. No underground installations, improvements or encroachments, \ \ c \ \ • ss.11' � have been located except those that are visible from surface \\ \ STORM INLET O \ / and are shown hereon. \ 84.55 GRATE EL = 85.10' / \ \ 18" RCP(S) LE 5. Bearings shown hereon are based on the Florida State Plane \ J Coordinate System, FL -West Projection, with the East boundary \ .84.6' 84.64' 84.59' of U.S. Highway 301, having a grid bearing of N.25°16'21"W. \ \ `, \ / /, so • 5.05' 6. Elevations shown hereon are based upon North American \\ Vertical Datum of 1988 (NAVD88), National Geodetic Survey \ 90 \ benchmark "A663", located In Zephyrhills, Florida, published 0852• \ elevation = 83.76' (NAVD88). \\ 7. Bearings and distances shown hereon are field measured, \ unless otherwise indicated. \ 8. The text for ties to improvements indicates the direction they \ lie in relation to the boundary. \ 9. Subject property may contain lands that are subject to jurisdiction or restriction by one or more of the following agencies: Army Corp. of Engineers, Southwest Florida Water Management District (S.W.F.W.M.D.) or Florida Department of Environmental Protection (F.D.E.P.). \ / / ro / S / m O C-4 W C0 0 LL O F_ Q 0 v > 0 C _J L. O O c c� to E .21-0 ` � 0 O 0 O -0 GO O � L C C P 0 O LL L L =3(A �� 1,1 O tf� to � In _LJ L U U z E s °' +' J 0 0 o o v Lv 0 U J +� 3 LL. > L O !n >o' > O y J U > C O O y Q 0- I-- EL to U Z rn •�,�i�f v� ^ it jig da, Ej O N O C 4 •. .� .' 0 0 •Y ......... a Ir Q V Rz `} o cu i C O NLL L0•U 0 L 88 n C 0 1—,•O LO �MC6 , > aoU)3 C°'oa.� J W Yd IYlil�•..� >_ U) � or_ c U (� Q_ O U U � N W Q 0 U O O �- N r0 00 Z � U Z 0 00 Q CyG N 0 N O N Z m o W W 0 w a 0W a- w 04 a a N SCALE: 1 to 20' SHEET NO: 1 of 1 1 1 2 1 3 1 4 1 5 1 6 7 i C I E d t 4' MIN. BARRIER HEIGHT / II 4' MIN. DEPTH INSTALL AT DEPTH SUFFICIENT TO MAINTAIN A TAUT BARRIER I I , I �r j ; 3 ° I —�— 84 EX. LIGHT POLE TO REMAIN 64 EX. OAK TREES EX. UTILITY STRUCTURES i TO BE PROTECTED TO REMAIN _ j # i EX. EZ CLEAN SIGN f LI C _ EX. UTILITY POLE TO BE __' ADJUSTED AS NEEDED ( TO BE REMOVED _. ... \ %n TO N EX SS MH N REMAIN EX. AIR PUMP 8 I W f . TO BE REMOVED 1 , \< EX. STORM INLETS AND PIPES ? \ :,;, X,; + EX. EZ CLEAN TO BE REMOVED EX. UTILITY STRUCTURES RELOCATED SIGN TO EX. CONC. VACUUM ry TO BE ADJUSTED t0 x. PAD TO BE REMOVED I �' n.•.,:..,,,;ti�\ / ;J _ EX. LANDSCAPING \ °- t Y;,, .M1� ::` . TO BE ADJUSTED ,' =r EX. SPEED BUMP :'�. ;,a" 4 - r."i., .:,'i. EX. DUMPSTER q; E `. 7';{ TO BE REMOVED ° a.. ? PAD TO BE REMOVED < \ c p W >'°' W ' EX. SPEED BUMP 3 4' . , EX. ONE WAY AND LEFT TURN I W h+ z a a ONLY SIGN TO BE ADJUSTED % W W TO BE REMOVED `; EX. CONC. VACUUM \ PAD TO BE REMOVED w W EX. MES TO O BE REMOVED tt: ;;a.AAI ter, X. RETAINING EX. PALM TREES EX. LIGHT POLE \� ` 4:;a W �c. to j - s WALL TO REMAIN W ,.,,.a :.a.:.,.,, $.':,`;,:: •:,: EX. LIGHT POLE W ! 1 ! , , W TO BE PROTECTED W W TO REMAIN � 0 EX. SPEED LIMIT W EX, LIGHT POLE W ;� ' ;k, TO REMAIN W W WCD _;< T REMAIN T BE REMOVED � 0 -'•- • SIGN 0 REMO E ' • y — ,.... EX SKIMMER W F.' W W, IW �W - -_ - TO BE MODIFIED T W W W W W EX. WATER METER WWWW W EX. RETAINING _ , r AND BACKFLOW TO EX. SKIMMER TO BE MODIFIED ) WALL TO REMAIN Wd BE ADJUSTED AS NEEDED-_- 1 EX, RETENTION + W' POND TO REMAIN ONE-STORY BUILDING 1 FINISHED FLOOR EL = 85.05' EX. SIGN V 1. ( 'X EX. ELECTRIC EQUIP. EX. RETENTION EX. EZ CLEAN SIGN TO i :, TO BE RELOCATED EX. BUILDING POND TO REMAIN EX. STORM MH x _ TO REMAIN << i �84 BERELOCATED TO REMAINW W EX. BOARDWALK TO REMAIN` W J TO BE REMOVED W ! EX. RETAINING �� EX. UTILITY POLE f EX. RETAINING W iW W ` EX. STORM INLET I WALL TO REMAIN,., ;�'F � EX. PAVERS - WALL TO REMAIN � AND GUY WIRE TO REMAIN- E _ TO REMAIN W EX. ELECTRIC BOX I EX WALL TO - E ADJUSTED TO MAIN -' T BE RELOCATEDIF NEEDED ...... B DJ D EX. RETENTION POND I T i ,. . , ,,,.,,.,, :: .. s:, :t:•.. 3 i EX STORM INLE UNDER CONCRETE� .- TO REMAIN f i .. ,;M1 ..�..;,•_, .. TO REMAIN - - . EX. ELECTRIC EQUIP. {b:�t�•; �'�:"= EX EXIT ONLY , f Y I — Tt• ! I I TO BE REMOVED F -x n SIGN TO BE REMOVED _._ .. .. .. .... . .... .. .,,. .. ... .. ,,. .. .: -. ._ .. a '§ t 7 :... EX. STORM INLET I , ^. �t 1 EX. GREASE TRAP a G .°:.,;art 1 •j I T REMAIN .,s 0 R w i EX. STORM INLET;. I { � TO REMAIN ..,. TO REMAIN '•�•�-•;. ',,,,. �p• , ., ..t .. .- .,. n ., .. .. .b. ,. ern r n3. , . p , t •a V �,+ EX. WH EEL STOP i '-`-- — EX. EZ CLEAN SIGN TO .._ TO BE REMOVED W W ' W W BE RELOCATED -� EX. VACUUM BOLLARD —%f EX. STOP SIGN AND TO REMAIN (TYP.) EX. CURB ONE WAY AND LEFT TURN ! EX. CONCRETE ° ONLY SIGN TO BE ADJUSTED EX. GUY WIRE TO REMAIN i s d /, T:r TO REMAIN / EX. CURB TO REMAIN EX. EZ CAR WASH TO REMAIN �;1 �,.! i EX. CHAIN LINK SIGN TO REMAIN FENCE TO REMAIN A i EX. UTILITY POLE- j AND LIGHT TO REMAIN 85 I iE I CRITICAL ROOT ZONE (SEE PLANS FOR BARRIER ALIGNMENT) E NO OPEN TRENCHING UNDER THE CRITICAL ROOT ZONE OF THE TREE ELEVATION TREE PROTECTION BARRIER PROTECT ANY PORTION OF THE CANOPY THAT EXTENDS BEYOND BARRIER, UNLESS PRUNING IS REQUIRED. PRUNING MUST BE SUPERVISED BY A CERTIFIED ARBORIST. ORANGE CONSTRUCTION BARRIER SECURE BARRIER TO POST TO HOLD BARRIER TAUT ROOT PRUNING TRENCH, AS REQUIRED PER CONSTRUCTION DOCUMENTS l\—MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION BARRIER UNDERGROUND UTILITY TRENCHING MAY OCCUR OUTSIDE OF THE CRITICAL ROOT ZONE (SEE NOTE 1) I91"TA 041 LEGEND PROPERTY LINE TREE TO BE REMOVED 0 TREE TO BE PROTECTED EXISTING FENCE TO BE REMOVED EXISTING CATCH BASIN TO REMAIN ;'.:'•; : '"{ ': ;z•i; EXISTING CONCRETE TO BE REMOVED EXISTING CONCRETE TO REMAIN >m x U) EXISTING ASPHALT TO REMAIN - U z G 1 EXISTING PAVERS TO REMAIN U w z _ _ O EXISTING ASPHALT TO BE REMOVED U 0 EXISTING LANDSCAPING TO BE REMOVED z Q Z EXISTING POND TO BE FILLED U O U U EXISTING POND TO BE DEMOLISHED z 4 W N W NOTES: 1. CRITICAL ROOT ZONE: EXTENDS IN ALL DIRECTIONS FROM TRUNK OF TREE TO A DISTANCE EQUAL TO ONE FOOT PER INCH OF TRUNK DIAMETER AT BREAST HEIGHT. 2. STAGING, STORAGE, DUMPING, WASHING AND OPERATION OF EQUIPMENT IS NOT PERMITTED WITHIN THE LIMITS OF THE TREE PROTECTION BARRIER, INCLUDING DURING BARRIER �' � `� INSTALLATION. ,..v� , 3. INSTALL ALL TREE PROTECTION PRIOR TO COMMENCEMENT POST (2"x4" NORMALLY @ 4'-0" O.C. TYP.) s i � $ ,�i , �, - — POST OF CONSTRUCTION AND REMOVE WHEN DIRECTED BY THE _ - _ `� �,� ENGINEER. MAINTAIN PROTECTION AT ALL TIMES. 4. FOR CLOSELY SPACED GROUPS OF TREES, PLACE THE TREE c' ���') PROTECTION BARRIER AROUND THE ENTIRE GROUP. TREE PROTECTION BARRIER `� — — ��TREE PROTECTION BARRIER t (SEE NOTE 4) {� 5. SEE PLANS FOR ANY ADDITIONAL REQUIREMENTS OR t' MODIFICATIONS WITHIN THE TREE PROTECTION AREA. CRITICAL ROOT ZONE 6. ALTERNATE TREE PROTECTION SYSTEMS APPROVED BY THE _- - ;EECANOPY '- ENGINEER MAY BE USED IN LIEU OF THE TREE PROTECTION ' I BARRIER DETAILED ON THIS INDEX AS LONG AS THE CRITICAL ROTECT ANY PORTION OF THE JI ROOT ZONE IS PROTECTED. ANOPY THAT EXTENDS PROVIDE ACCESS FOR EYOND BARRIER, UNLESS MAINTENANCE AS REQUIRED 7. THE CRITICAL ROOT ZONE MAY BE REDUCED, IN THE FIELD, BY RUINING IS REQUIRED. �� .' TREE TRUNK RUINING MUST BE SUPERVISED , _ - A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT. Y A CERTIFIED ARBORIST. 8. ADDITIONAL REQUIREMENTS FROM AGENCIES HAVING PROTECTION BARRIER FOR TREE GROUPINGS PLAN JURISDICTION AHJ NOT MENTIONED HERE IN MUST BE ( ) FOLLOWED BY THE CONTRACTOR DURING CONSTRUCTION. Know what's below. Call before you dig. 4 5 6 7 z Q mi a z J O m W c E NSF<��,�i NO 68699 :44joo ,n•• STATE OF 00 T 11 111111 i7/ X( /r 0 10, 20' 40' SCALE: 1" = 20' REVI DATE I COMMENT PROJECT NO.: 9046-00 DESIGNED BY: DRAWN BY: AJ H KAG REVIEWED BY: DATE: AJH 9/17/2021 cl =I 4 OF 11 1 2 3 t 1 G v -r v v f i! 2 I 3 C� 7 IV L 3 0 J L N 4' MIN. SWPPP COPYOFGENEPA CONTRACTOR NOI, COPY OF COPY OF NO TRANSFER FORM CONSTRUCTION OR(O-PERMITEE SITENOTICE FORM OFGENERAL CMOFSTATE 4' MIN. COPY OF PERMIT CONTRACTOR SUPRIM AUTHORIZATION PERMIT CONSTRUCTION AUTHORIZATION 85ENOTICE DETAILED OESMPTIDN OF THE LOCATION OF THE SWPPP DOCUMENTATION PINDER AND SITE MAPS) ON THE ATE. 3' MIN. 3' MIN. NOTES: 1. "SWPPP INFORMATION" MUST BE DISPLAYED PROMINENTLY ACROSS THE TOP OF THE SIGN, AS SHOWN IN THE DETAIL. 2. SIGN TO BE CONSTRUCTED OF A RIGID MATERIAL, SUCH AS PLYWOOD OR OUTDOOR SIGN BOARD. SIGN MUST BE CONSTRUCTED IN A MANNER TO PROTECT DOCUMENTS FROM DAMAGE DUE TO WEATHER (WIND, SUN, MOISTURE, ETC.). 3. THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE ENTRANCE/EXIT OF THE SITE, SUCH THAT IT IS ACCESSIBLE/VIEWABLE BY THE GENERAL PUBLIC, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A SAFETY HAZARD. 4. ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE —OF —TERMINATION (NOT) IS FILED FOR THE PERMIT. 5. CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE LOCAL AGENCY. 6. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT—OF—WAY AND EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY. 7. CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THIS SWPPP INFORMATION SIGN. SWPPP INFORMATION SIGN N.T.S NOTES: 1. PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE (OR BOTH SIDES) AS REQUIRED. 2. FLUSH SURFACE STONE TOWARD SEDIMENT TRAP WITH HIGH VOLUME WATER FLOW AS NEEDED TO MAINTAIN CLEAN SURFACE STONE. 3. PLACEMENT OF SEDIMENT TRAP SHALL BE AT LEAST THE MINIMUM DISTANCE FROM THE RIGHT OF WAY AS REQUIRED BY LOCAL JUSIDICTION. I1 RIGHT—OF—WAY —20' MIN. 2% MIN. / B .�2"-3" CRUSHED STONE OVERFLOW WEIR �A —20' MIN. SLOPE VARIES !VIDE CULVERT AS REQUIRED CARRY PRE—EXISTING DITCH FLOW SECTION A —A MVI I1 V IVILVU VLf1VV G IYVtY-YVV VLIY VLV 1 L/�1 ILL LIIYLI\ SECTION B—B 0" THICK MIN. — 2"-3" CLEAN STONE CONSTRUCTION EXIT N.T.S 6" CRUSHED STONE BASE AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE LINER "-3" CLEAN STONE 12" SECTION NOTES: 1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK. 2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. 3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE DIRECTION OF THE ENGINEER. 4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE AND/OR CLOSE OUT OF GRADING PERMIT. 5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME). 6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS AS 2 LONG AS STORM DRAINAGE IS NOT IMPEDED. (ti GRATE V REBAR FOR BAG REMOVAL FROM INLET FILTER BAG DUMPLOOPS CATCH BASIN DEFLECTOR REQUIRED WHEN USED ON EXISTING MAINTAINED STREETS. DEFLECTOR SHALL BE PLACED SUCH THAT IT WILL NOT COMPLETELY OBSTRUCT STORM WATER FLOW FROM ENTERING VIA THE CURB OPENING. ENSURE NO MORE THAN 25% OF CURB OPENING IS OBSTRUCTED. 11415�1 INSTALLATION CATCH BASIN INLET PROTECTION NOT TO SCALE FILTER FABRIC MATERIAL SECURELY FASTENED TO THE POSTS APPROXIMATELY 8" OF FILTER FABRIC MATERIAL MUST EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL MATERIAL SILT FENCE INSTALLATION N.T.S SWPP / EROSION CONTROL PLAN FILTER FABRIC - - - - -- - -:ES POST THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE ROTATE BOTH POSTS AT LEAST NOTES: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF —SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. PROJECT NAME EZ CLEAN WASH, ZEPHYRHILLS PROJECT #: 9046-00 FDEP PERMIT#: N/A SWFWMD PERMIT #: 46021023.001 SITE PLAN 1. DRAINAGE PATTERS (FLOW LINES): SEE SHEET C4-0 2. SLOPES: SEE SHEET C4-0 AREA DISTURBED/ AREAS NOT TO BE DISTURBED: SEE SHEET C2-0 3. LOCATION AND DETAILS OF BMPS: SEE SHEET C2-0 (STRUCTURAL CONTROLS SUCH AS (BUT NOT LIMITED TO) SILT FENCES OR TURBIDITY BARRIERS AND NON- STRUCTURAL CONTROLS SUCH AS (BUT NOT LIMITED TO) ALUM SYSTEMS OR POLYCRLAMIDE) 4. LOCATION OF WETLANDS AND SURFACE WATERS NIA 5. LOCATION (LATITUDE AND LONGITUDE) OF ALL OUTFALL(S) TO EXISTING POND, OR SURFACE WATER PROPOSED HEADWALL (SEE SHEET C4-0) OTHER INFORMATION LOCATION (ADDRESS): 5542 GALL BOULEVARD, ZEPHYRHILLS, FLORIDA 33542 DESCRIPTION OF CONSTRUCTION ACTIVITIES: MODIFY EXISTING EZ CLEAN WASH PARKING AND DRIVE LAYOUT THROUGH USE OF PROPOSED STRIPING. PROPOSED VACUUM PARKING SPACES FOR CUSTOMERS WITH ASSOCIATED PAVEMENT AND DRAINAGE FEATURES. CONSTRUCTION SEQUENCE: EROSION PROTECTION INSTALLATION, DEMO/REMOVE EXISTING ITEMS AS SPECIFIED WITHIN CONSTRUCTION LIMITS, CONSTRUCTION OF PROPOSED IMPROVEMENTS. SOIL TYPES: SEE GEOTECHNICAL REPORT DEWATERING METHOD AND LOCATION: ANY DEWATERING REQUIRED BY CONTRACTOR IS TO BE PERMITTED BY THE APPROPRIATE AGENCY DEWATERING FOR THE PROPOSED POND IS PERMITTED THROUGH SWFWMD. BMPS (DESCRIPTION): SEE THIS SHEET PERMANENT STABILIZATION (DESCRIPTION): SEE SHEET C2-0 PERMANENT STORMWATER MANAGEMENT CONTROL (DESCRIPTION): SEE SHEET C4-0 POTENTIAL POLLUTANTS DURING CONSTRUCTION: SEE SHEET C2-0 INSPECTIONS: CONSTRUCTION SITE WILL BE INSPECTED FOR EROSION PROBLEMS DAILY AND AFTER EACH RAINFALL GREATER THAN 0.5". A RAIN GAUGE WILL BE ONSITE TO MEASURE THE RAINFALL AMOUNTS ADDITIONAL NOTES CONTRACTOR IS RESPONSIBLE FOR INSTALLING ANY ADDITIONAL EROSION CONTROL IF IT BECOMES NECESSARY TO MEET STATE AND LOCAL STANDARDS OPERATOR AND/OR RESPONSIBLE AUTHORITY: EZ CLEAN WASH CONTRACTOR: CONTRACTOR CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, FLORIDA STATUTES, THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH THE ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. SIGNATURE OWNER NAME OWNER TELEPHONE SITE ADDRESS CITY STATE, ZIP PRINTED NAME & TITLE OWNER ADDRESS DATE BGE, Inc. 2203 N. Lois Ave., Suite G300, Tampa, FL 33607 Tel: 813-848-0901 - www.bgeinc.com FL Registry No. 32116 Copyright = a >E v W Z J 0 W CI_ mi LU N z o o oC _ c � � Z o � o z a z 0 o Z O z O a 19 W W N W �����►r a rrrr� IV NO 68699 73 10,�•, STATE OF �•_; �•• L O Ri P•'G~,�� ��; `0NAL ••; r REVI DATE I COMMENT PROJECT NO.: 9046-00 DESIGNED BY: DRAWN BY: AJ H KAG WE REVIED BY: DATE: AJH 9/17/2021 i ® C2ml Know what's below. Call before you dig, of 11 1 2 3 4 ' 5 C0 7 n -n c n r 2 3 L" i 5 7 C I Q 7LLiL i 33 LF 18" RCP @ 0.21 % LLLt i 50 LF 18" RCP @ 0.08%,LL Q F LST ME 84.45 L 19 � L EX-ST-5 I (A 4 LF 18" RCP @ 0.00% V E 0 24 LF 18" RCP @ 2.00% c' L EX. POND TO BE DEMOLISHED 8: PROPOSED STORAGE PROVIDED L 8! ' PONDS IN PROPOSED PO I ST-4 33 LF 18" RCP @ 2.18% V' LZL HENN pL L�CL� 84.95 LLLL + ME 'ME �L j 84.32 84.29 L;L 7LL�L ME 84.15 CONCRETE DECK TO BE PLACED ON TOP OF EX. WALL :.` c LL TOP: EL. 85.40' 85.32 L•Le BOT: EL. 84.80' � L! 85.32 EX. WALL TO REMAIN LL TOP OF WALL: EL. 84.80' (TYP.) ADA HANDRAIL 84.30 (1 ON EACH SIDE OF RAMP) E SAWCUT EX. ASPHALT FOR PLACEMENT OF CONCRETE PAVEMENT 4 4 r 1>r L<<LL 84.55 n LLL, ME ME 84.63 84.70 I ME r I 84.64 E I __.-- CROSS SECTION A -A 90 90 AD. ONSITE PROP. 88 88 PL 86 86 21% 1.o°ro 84 FG 84 82 82 80 80 -20 -10 0 10 20 HORIZONTAL SCALE: 1- 10' VERTICAL SCALE 1" = 2' CROSS SECTION F-F 90 90 U5�01 ONSITE ROW 88 88 8 PL 86 I 86 ST-5 0.8% 95� �� 2.9% 1.o°i 84 84 FG TOB: 84.00' 82 82 EX. 18" R9G 80 80 -20 -10 0 10 20 HORIZONTAL SCALE: 1' =10' VERTICAL SCALE 1" = 2' CROSS SECTION B-B 90 90 88 88 ONSITE 7TH ST O0 ROW PL 86 386 84 ' FG 84 82 82 80 80 -10 0 10 20 30 HORIZONTAL SCALE: 1' =10' VERTICAL SCALE 1" = 2' m CROSS SECTION C-C 90 90 88 ONSITE 7TH ST 88O0 ROW PL 86 86 84 FG 84 82 82 80 80 -10 0 10 20 30 HORIZONTAL SCALE: 1' =10' VERTICAL SCALE i" = 2' CROSS SECTION G-G 90 90 U ONSITE 88 ROW OW 88 U PL 86 I 86 4,6010 0.8 /0 66 j TOB:84A6' ---_ __ TOB:84.00' 84 -_. _,.g ,�- 84 4:1 SIDE SLOPES 82 82 BOTTOM OF POND 3 EL.: 80.50' FG 80 80 -20 -10 0 10 20 30 40 50 60 HORIZONTAL SCALE: 1" =10' VERTICAL SCALE 1" = 2' I STRUCTURE DATA TABLE STRUCTURE DESCRIPTION RIM PIPE IN INV.IN INV.OUT PIPE OUT NAME ELEV. SIZE SIZE EX-STA EX. GRATE INLET 84.10 EX-ST-2 EX. GRATE ENLET 806 79.51(NE BOTTOM EL. = 79.51` EX-ST-3 EX. GRATE INLE"': KD0 80,14 (N) EX-ST4 EX. GRATE INLET 85,L 0 15' 79.85 (S) 79.85 ('W) 161 BOTTOM , EL. = 79.85` EX-ST-5 EX. GRATE INLET ,16, 18" 80.1-3 (NE) 80.54 , •r: 80;51 (NW) 18` CATCH BASIN ST-1 W/ TYPE D BOTTOM 84.90 12" 82,50 (N) FDOT IN DEX 425-052 ST-2 MES 82.50 (S) 12" FDOT INDEX 430-021 ST-3 MES 82.00 (SW) 18" FDOT INDEX 430-021 MANHOLE TYPE 8 ST4 W/ TYPE J BOTTOM 84.78 18" 81,28 (NE) 81.18 (NW) 18" FDOT INDEX 425-001 & 425-010 MANHOLE TYPE 8 84.48 18" 80.70 (SE) ST-5 W/ TYPE J BOTTOM 18" 80.57 (N) FDOT INDEX 425-001 & 425-010 ST-6 MES 80.50 (S) 18" FDOT INDEX 430-021 EL: 85.75' 77HICK CONCRETE DECK FG 7" THICK REPLACE SKIMMER-- I EL. 85.17 RIM: 84.90' CONCRETE DECK 001 Tom 6A _ 83.70' ST-1 EL: 85.75' EL: 85.1 RC3i?titON $E POND® B4iTTOM 12" RCP INN: 82.5T.O 0' _ ;'€,... 7900'. _.L '""• CREST EL: 8420"� - .W. T f EX 8" WALL - � EXa•wALL �- ��:VY7.4mNY 4 EX. SWIDE CREST IN A �GMME.V B A I!/ -� 1. ALL CONCRETE TO BE 3,000 PSI (40 CAY S RENGn4), 2. WMVER 10 BE LONSTRUCTED ON RETE':NAO:N SIDS Of- CONTRC< SIRUCTURE .. AS�L'UM6 1d S. MMER 10 OE FABRICATED FROM SHEEP ALUMWUM. OUTFA L %$JIRf7i,. ST-1 SKIIAWA-QLTAILA S.DO° EL: 85.40' 7"THICK S�€141U€R CONCRETE DECK 7" THICK -- EL 84.80CONCRETE DECK SKiM'•1E'i BUTIC-M CREST EL: 83.80' ELEY_: 83.30' - EL: 85.40' REIWON SUEPOND 4 AT, T.O.W. EL: 84. POND BOYFOM i BOTTOM EL: 82.00' 80.00' -, _ L.. FG CREST EL: 83.80' 6P EX. 8" WALL 15' WIDE CREST SECTION "A -A" �8 � -- A aKIMMER A 4YTTlt sKlsaar€t SUPPORT SKIMMER DEIAIL 2 B � AV�art i. ML CCNCRET'i `O 13E 3,000 PSI (SO CAY 51RUNGri). -1 . 2. SP UMEI3 30 BE CON$1RUCTEO ON RETENTION 1 SIDE CF CONTROL STRS;CiLNiE: A;,4YiNCM J. WMVER TO 13E FAB'RICAFED F140M SHEET AL1 WNUM, SX[MtrE'i 1[ITEALC Cf?NT7tf3L POND 1 rn CROSS SECTION D-D 90 90 ONSITE A0 . 88 PROP. 88 PL RAISED CONCRETE 86 MEDIAN 86 FG 1.5% 2.61 2.3°/ - 84 � 84 82 82 80 80 -20 -10 0 10 20 HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE 1"= T CROSS SECTION H-H 90 88 86 84 82 80 ///---MAX. 7" THICK CONCRETE DECK LANDSCAPE AREA / 4.1%SLOPE 2AMP 11.1%SLOPE 8.5%SLOPE TYpE "D" CURB • TOP OF SKIMMER EL.: 84.8V 12'WX6'H CREST al TRENCH DRAIN EL: 83.80' 1 BOTTOM OF SKIMMER EL.; 83.30' I Y. BO'TOM F EL -40 -30 -20 -10 0 10 20 30 HORIZONTAL SCALE:1"= IV VERTICAL SCALE 1- 2' 90 88 86 84 82 80 CROSS SECTION E-E 90 90 UT311 ONSITE ROW 88 88OO PL 86 � 86 0.4°ro 0.0% j .... 84 h L FG 84 82 82 80 80 -20 -10 0 10 20 HORIZONTAL SCALE: 1"=19 VERTICAL SCALE 1"=2' 90 90 CROSS SECTION 1-1 88 88 ASPHALT PAVEMENT MAX 7" THICK CONCRETE DECK 0.4% SLOPE 1,0 % SLOPE 2' BERM 4:1 SIDE SLOPES 3.0%SLOPE 4' BERM 86 TOB:85.00, 4.7%SLOPE 2.2% 86 EX. BOARDWALK 84 � 84 TOB:85.00' P �I 82 BOTTOM OF POND i - 82.50' { 82¢g EL: 1 I I I1. 1, 80 I i 80 EX BO t70R40E I'OND'i. E Fa 00'v !I 78 78 -40 -30 -20 -10 0 10 20 HORIZONTAL SCALE: 1" =10' VERTICAL SCALE 1" = 2' SITE LEGEND PARCEL BOUNDARY ADA HANDRAIL (REFER TO ADA COMPLIANCE CODE _.- --- ---- SEC. 505) PAVING LEGEND PROPOSED LIGHT DUTY ASPHALT PAVEMENT EXISTING CONCRETE PAVEMENT 4 PROPOSED LIGHT DUTY CONCRETE PAVEMENT PROPOSED 7" CONCRETE DECK (BY OTHERS) PROPOSED HEAVY DUTY CONCRETE PAVEMENT ' ' `'" • `�' EXISTING ASPHALT PAVEMENT EXISTING PAVERS PROPOSED CONCRETE WALKWAY EXISTING RETENTION �- AREA UNDERNEATH EXISTING PAVEMENT SAWCUT LINE GRADING LEGEND PROPOSED GRADE f 8480 EXISTING GRADE MATCH EXISTING ME HIGH POINT HP SIDEWALK SW TOP OF DECK TOD TOP OF WALL TOW TOP OF CONCRETE TOG TOP OF RAMP RAMP BOTTOM OF RAMP BOT DRAINAGE BASIN PROPOSED CONTOUR 80 EXISTING CONTOUR 80 -- _- - ---- DRAINAGE LEGEND PROPOSED STORM PIPE EXISTING STORM PIPE PROPOSED CATCH BASIN 0 EXISTING CATCH BASIN f PROPOSED STORM MANHOLE 0 EXISTING STORM MANHOLE t PROPOSED MES EXISTING MES PROPOSED HEADWALL FLOW ARROW -� DRAINAGE CALCULATIONS: EXISTING PROPOSED IMPERVIOUS 25,471 SF 24,645 SF PERVIOUS 8,571 SF 9,397 SF TOTAL 34,042 SF 34,042 SF POND STORAGE: BASIN 1 POND 1 0.229 AC -FT 0.229 AC -FT EX. RETENTION 0.061 AC -FT - POND 3 - 0.072 AC -FT POND 4 - 0.007 AC-FT'I TOTAL 0.290 AC -FT 0.308 AC-FTi POND STORAGE: BASIN 2 POND 2 0.236 AC -FT 0.236 AC -FT POND 5 - 0.013 AC -FT TOTAL 0.236 AC -FT 0.249 AC -FT DRAINAGE NOTES: - ALL ELEVATIONS SHOWN ARE REFERENCED TO NAVD'88 VERTICAL DATUM. - DRAINAGE BASINS AND POND VOLUMES BASED OFF OF PREVIOUSLY APPROVED BEN'S CAR WASH PLANS (SWFWMD ERP NO. 4621023.001) Know what's below. Call before you dig. ,,,/1/11111►��,, NO 68699 :LL,� '•, STATE OF 441;� R I � P'� ��� 0 10, 20' 40' SCALE: 1" = 20' REVI DATE I COMMENT PROJECT NO.: 9046-00 DESIGNED BY: DRAWN BY: AJH KAG REVIEWED BY: DATE: AJH 9/17/2021 C4=0 8 OF 11 1 ' 2 9 El 5 7 0 2 3 4 I 5 6 1 7 0 11 J C I iEm 5'-0" UNLESS OTHERWISE NOTED ON DRAWINGS SLOPE 1 /8" / FT. 2500 P.S.I. CONC. (TYP") SECTION 1 /2" EXPANSION JOINT (TYP.) 4" (MIN. 6' x6' x 10/ 10 WWF FLAG (TYP. ) 4'-0" 4,-0„ 4,—T 12'-0" BETWEEN JOINTS PROFILE CONCRETE WALKWAY DETAIL NOT TO SCALE CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 -9 PHONE (813)780-0029 FAX (813)780-0613 Solid Edge Line or Lane Line I -T 6" Z-4' Dotted Guide Line 1111111111111111111111111111111 111 6" Z-Z Dotted Extension Line Solid Channe,iaing tine r IIIIII IIIIIIIIIIIIII1111111111111111111111111111111_T12' B' 12' or 78' -{ 6-10 Dotted Extension Line 1910' 10' 191710101& 10' 10' 70' 19 6" Two -Lane Passing Prohibited Lines ■ ■ . ■ ■ ■ ■ ■ n ■ ■ ■ 6" . � '6 ' '6' ' '6' ' '6' ' '6' ' 16' ' '6 '6' ' _ - 4" 6S 6' 6' 6' 3-9• Dotted Interchange Line 6" 9' 9 9' g' 9 9' g' g' 9, g' 9' 9, 9. 9' g' 9' -� 3 3 X� 3 3 �� 7 3T Double Solid Lines Y 6'r 4" 3' 3' 3-9' Dotted Lane Drop Line �6 g' 9' 9' 91 g 9' 9' 9' g' 9' 9' 9' g` 9' .7g ]2' Solid Pedestrian Crosswalk Line II111111111111111 lr' n u u u n i 1,u u u u i n 11 u n 24" Sol id Stop Line d 33'3'3 33 333333Y 333.7 12 or 24' 10-30 Skip Line iff 30' iff 3P iff 30 = 30' =A6" 110' l0' 'Id 10' 70ST PAVEMENT MARKING LINES jD White Skip (TYP.) t0 Black Contrast � 00 I lo' I 70' I 20' 1 10, 1 10, 1 29 1 to I to 1 20' 1 10, 1 to, 1 10'-30' SKIP LINE WITH SHADOW MARKINGS 3 White Skip (Typ.) 3 Black Contrast rfyo) MiL M N= M Ill 0 01:1 N 13! 31 6 131 9' 13131 6' 131 9 13131 6 1.3' I 9 13131 6' 131 91 13131 6' 131 9' 13131 6' 131 DOTTED LINE WITH ALTERNATING SHADOW MARKINGS (3-9' Dotted Line Shown, Other Dotted Lines Similar) Yield Lines consist of Lane Line Lane Line Edge Line five - 18" x 27• white - Travef Lane gIke triangles which face 1B" Lane traffic. Equally spate �/ EDP triangles within traffic ♦�,^y lane. When a bike lane is present, add one ` Equa)ly Spaced additional triangle in the o center of the bike lane. YIELD LINES 7 45T JI .......; REVISION Added railroad pavement marking details. FDOW FY 2021-22 INDEX SHEET 02105121 STANDARD PLANS PAVEMENT MARKINGS 711-001 2 of 14 t - v •e •es•a s• am mlmaa'e1•Fr•• •• rs r11••m ➢Ts � e®nr m•-•�--�! sM or�� rs�sm-•-➢"IT"' �'W011 4aa""9 1 4C11r41 it ➢a F "' m p F Fr 9 I1 a! is i7i' 10 F7 7m1 'DI Si ma➢: im A • maie�l imm li ai la 9 al SQ! H 'mml �R S F SiCit H 9 F �Y 11r I tmi ;0 N FS .•ti , 'mT .. H .... 1 „ it FS H 1ni 9 : I imam ail to at .. a.. .➢5 HI H .. iB ®® m � .d1 .0.. a .. ?8 ., al tmd H., . !i !fiEl fB !' 3i li I81 I li II If Elli v ! I IIfII! t31 'E fE i IEE 18! fil 9 II ! i Cii39f6I m I3 A lI fidi 38 a1 Ines :e 1l 'aaee is • 1 n sl 11 net a➢ 1 FouFm >N ➢ FI wt me al le! I1 sa 11 >s :I ueaa �1 a n m 1F➢11 QstBlue e1 s• e1 lr•sm i as as ! : t1 nsm n a :snit 1 !n s I - eel Baal m1 a s m . + H s s; so �) n - s a' m m•wl Ise White 1 I e wm a� s � :a � a ➢1 s i ne otmea e n ' e1 �s:F : I� �I o-e t1� ;', � s �; �®a enana � ®a. el 10 ars♦ II !� I� tIl f II 19II f IIf II II ( I$I31 iII II{,li ai ��s ;�f i �► E 1F as �• x'm a 1i' I OF I ••~ml ma 1 m 1 H :I - 11 F F• ep 1 I 1 iF H t d�tm n m a mt f 01 i 1 is )e.r -. m siaan.r....e sa. ti��ea e....e i....irWa 1m.si. .•.gym a .las°➢i aae.s'mm. �m m a-.aii-di�a�i pima m°�e a� t� SP+1lT•••11 1•mF•mr•sem'ss-a "Fmr7mrsm'Fa• m amsn;11am1• mFi•cam a•"m➢r•••1 esmmr•�s �a 1-. r iFi`199ka the m�6 n IN Im1nt-`�Haapp79IR t6 r.mI 16a.F KI . la 0 - dka ti 1 ! 1 ei FF u F 1F it 4r, H i I e lFe i'1aa in; H 'ellanFaaS ➢ 9 F1mSm1 58m8l f818 I !! ifE I16i -11. ga w it Ili �I.1111e� is 91 1�1 a n m mt! : I , nq p 11 Fare. Irw WIRT—_ I 6, (yyp) I 8. (jyp) --i --I I -+I 6" gyp.) 5^ (ryp.) I --•I - l 'yp) + - - ' - , , 6^ (Fyp,) I g' (ryp.) Route Shield for Limited Access Roadways (lnterstate Route Shield Shown; U.S. and State Route Shield Similar) Route Shield for Arterials and Collectors (Interstate Route Shield Shown; U.S. and State Route Shield Similar) 13 S.F. 20 S.F. 20 S.F. 23 S.F. 22 S.F. 20 S.F. 43 S.F. 128 S.F. 72 S.F. t' ae1k 31111 8I89` 9I8; ' a .,�.. i �nea➢'�®aann®m® * - - A7 3 3.375" U Turn Through Turn Lane -Use Arrow Roundabout Approach Arrow Preferential Lane _ ,. Lane -Use Lane -Use (Left Turn Shown - 79 S.F. Symbol R2 2 3.563" Arrow Arrow Right Turn Similar) YI S.F. xi+r+a TIM, 27 S.F. 12 S.F. 17 S.F. TTT - Turn and Through ,..a. �... ... ..... . Lane -Use Arrow 7-7 z9s.F. NOTES FOR PAVEMENT MESSAGES: —... ... , Z-F 1. When an arrow or another pavement message is used with 3. Dimensions are within 7" m. Wrong -Way Arrow a pavement message, maintain a minimum distance of "S" between items, measured from the base of each Item. 4. All grids are r x 4". 24 S.F. See the Pavement Message Spacing Table for "S" value. 5. Ali pavement messages must be white except route shields. 2. Place all pavement messages 25' back from the stop line. 6. Increase width of route shield for routes with three digits PAVEMENT MESSAGE AND ARROW DETAILS PAVEMENT MESSAGE SPACING TABLE Posted Speed (mph) Distance 'S (feet) < 25 40 30 - 35 55 40 - 45 72 >_ 50 68 GENERAL NOTE: 1. See Index 509-070 for pavement markings at railroad crossings. LAST 2 DESCRIPTION: FY 2021-22 REY7510N ��^, Added railroad pavement marking details. �I� PAVEMENT MARKINGS INDEX SHEET 02105121 STANDARD PLANS 711-001 1 of 14 Crosswalk � Width 4'-0" Min. (When Stop Line Present) Edge Line -- - ---------------------- — - - Lane line 12" White �� O — - - Lane line -- - —E�-------------- — - - Lane line 24" White (Typ.) � —.�— ----—-— - - - — - — — - - Lane line T Longitudinal Markings (Typ.) Lane line SPECIAL EMPHASIS CROSSWALK DETAILS NOTES: 1. For crosswalk width, exceed width of the adjacent sidewalk, but do not make width less than 6' for intersection crosswalks and 10' for midblock crosswalks. Measure width from the inside of the transverse crosswalk markings. 2. When the Special Emphasis Crosswalk is not perpendicular to the lane lines, make the longitudinal markings parallel to the lane lines. 3. Refer to Index 522-002 when Curb Ramps are present. Ty B C O IN 1.5" FDOT TYPE S-1 ASPHALTIC WEARING SURFACE. O8' CRUSHED CONCRETE, OR SOIL CEMENT BASE 98% MODIFIED PROCTOR MAXIMUM DRY DENSITY, (AASHTO T-180) LBR OF AT LEAST 100. O12" SUBBASE STABILIZED TO MINIMUM 98% OF THE MODIFIED PROCTOR (AASHTO T-180) TO YIELD A MINIMUM LBR = 40. LIGHT DUTY NOTE: BASE MATERIAL SHALL BE EXTENDED A MINIMUM OF 1 FOOT BEYOND THE BACK OF CURB AND SUB -BASE SHALL BE EXTENDED 1 FOOT MIN. BEYOND THE BASE. FLEXIBLE PAVEMENT CONSTRUCTION O5" TYPE 1 PORTLAND CEMENT CONCRETE WITH A O 7" TYPE 1 PORTLAND CEMENT CONCRETE WITH A 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS WHEN TESTED ACCORDING TO ASTM C-39.12' X 12' WHEN TESTED ACCORDING TO ASTM C-39. 12' X 12' CONTROL JOINT SPACING W/ MIN. 1-1/2"SAWCUT CONTROL JOINT SPACING W/ MIN. 1-1/2" SAWCUT DEPTH. DEPTH. O24" MIN. CLEAN, FINE SAND SUBGRADE WITH LESS THAN O 24" MIN, CLEAN, FINE SAND SUBGRADE WITH LESS THAN 10% PASSING A NO.200 SIEVE, COMPACTED TO AT LEAST 10% PASSING A NO.200 SIEVE, COMPACTED TO AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. LIGHT DUTY HEAVY DUTY EXPANSION JOINT 112" FIBERBOARD FILLER .:'' 4 NOTE: CONTRACTOR SHALL COMPLY WITH PASCO COUNTY SPECIFICATIONS, AND DESIGN . .• :.A DATA AND RECOMMENDATION OF THE FCPA "DESIGN AND CONSTRUCTION OF CONCRETE • a. ` ' " PAVEMENT MANUAL" FOR CONCRETE PAVEMENT JOINT SPACING. THIS IS TO INCLUDE a ' ':.,; •a, �'• CONTROL/CONSTRUCTION, CONTRACTION AND ISOLATION JOINTS. RIGID PAVEMENT CONSTRUCTION SUB -GRADE SOILS MUST BE DENSIFIED TO AT LEAST 98% OF MODIFIED PROCTOR TEST MAXIMUM DRY DENSITY TO A DEPTH OF AT LEAST 2 FT. PRIOR TO PLACEMENT OF CONCRETE. WHERE CONCRETE PAVEMENT IS CONSTRUCTED ALL CURBING ADJACENT TO IT SHALL BE INTEGRAL CURB. CONCRETE PAVEMENT SHOULD BE CONSTRUCTED ONLY OVER STABLE AND SMOOTH COMPACTED SUBGRADES. ANY SURFACE DISTURBANCES OR WHEEL RUTTING SHOULD BE PREPARED PRIOR TO PLACEMENT OF CONCRETE. THE SUBGRADE SHOULD BE THOROUGHLY WETTED IMMEDIATELY PRIOR TO THE PLACEMENT OF CONCRETE TO MINIMIZE ABSORPTION OF MOISTURE FROM THE CONCRETE DURING CURING. CONCRETE PAVEMENT THICKNESS SHOULD BE UNIFORM THROUGHOUT, WITH THE EXCEPTION OF CURBING OR THICKENED EDGES. • Know what's below. Call before you dig. BGE, Inc. 2203 N. Lois Ave., Suite G300, Tampa, FL 33607 Tel: 813-848-0901 • www.bgeinc.com FL Registry No. 32116 Copyright (a J J y J Z p� C/) J a W W c6 N Z c w 0 W _ t� � y � N zaZ � U � Z z W a W J V N W ,%J11N111i, �5,,........ CENSF.Fj NO 68699 r STATE OF _; �,,�•• F L O R 1 O P•.��,,+ REV DATE I COMMENT PROJECT NO.: 9046-00 DESIGNED BY: DRAWN BY: AJH KAG REVIEWED BY: DATE: AJH 9/17/2021 C7m0 9 OF 11 1 3 M 5 9 7 1 2 3 5 on 7 tag C 3 GENERAL NOTES: 1. Use a 1-piece cover, unless the 2-piece cover is called for in the Plans, except at Inlets and manholes with sump bottoms, Use the 2-piece cover when the sump depth exceeds 2, unless otherwise noted. 2. Include "Adjustable" on the cover for Type 1 manhole adjustable frames. 3. For square or rectangular precast drainage structures, use either deformed or smooth WWR meeting the requirements of Specification 931. WWR must be continuous around the box and lapped in accordance with Option I or 3 as shown in the Wall Reinforcing Splice Details. 4. Lap splice horizontal steel in the walls of rectangular structures in accordance with Option 1, 2 or 3 as shown in the Wall Reinforcing Splice Dataifs. 5. Welding of splices and laps is permitted. Use AASHTO M259 requirements and restrictions on welds. 6. Reber straight end embedment of peripheral reinforcement may be used /n lieu of ACI standard hooks for top and bottom stabs, except when hooks are specifically called for In the Plans. 7. Precast opening for pipe must be the pipe OD plus 6" (d, 2" tolerance), Use mortar to seat the pipe into the opening of such a mix that shrinkage will not cause leakage into or out of the structure. Dry -pack mortar may be used to seal openings less than 2y," wide. I TABLE OF CONTENTS: ription ral Notes, Contents, Manhole Top Overview, and Manhole Covers ole Frames and Manhole Tops Locking Grates, Subgrade and Base Temporary Drains, and Pipe to Structure Filter Fabric Wrap EG,e age Structure Invert, Sump Bottom, Wall Reinforcing Splice Details, and Typical Slab to We// Details st Option and Equivalent Reinforcement substitution ractlonlolnts and Mlnlmum Box Riser Segment Dimensions ed Ze In Rectangular Structuresllaneous Pipe Connection Details LIST REVISION n/o1/2a Raised or Depressed Logo 2" Raised or Depressed Identification Letter Type / (See General Note 2) Pick -Up Hale (Typ.) Q Nonskid Surface PLAN 2" Raised or Depressed Identification Letter Nonskid Su Ribs (Optional) ) _ i I 1 7 I 1 l ( (t 7' Raised or Depressed Manhole Cover Product Identification Number (With `( or Without Ribs) i Pick -Up Hole (Typ.) N Manhole Cover a BOTTOM o PLAN Manhole Manhole `u v 4 )'-1ll'q" tiro . I _T 'i I 7 In Ribs (Optional) 11 ! I` `,1 Pipe i i\ Pipe 1,- I 1-10;(", I Basin Floor'. I "'-- % Basin Floor ELEVATION ELEVATION TYPE 7 TYPE 8 ]-PIECE COVER 2-PIECE COVER MANHOLE TOPS MANHOLE COVERS DESCRIPTION: FY 2021-22 SUPPLEMENTARY DETAILS INDEX SHEET STANDARD PLANS FOR DRAINAGE STRUCTURES 425-001 1 of 8 (Option 7) Lap Splice: At quarter Point I 130 Bar Diameters or Vertical Wire Spacing Plus 2" for WWR) (Option 2) Lap Splice: With Standard 9D° Nooks at Corners / -- I (B' far #4's, / "� ! ta' for #5` 1111 t2" for #6's) Grout (3:1 Sand -Cement Mixture Slope �" Per Ft, i or any Class Concrete) Ryp,) r Structure Wall I Lap Splice1-1 Single Layer Wall Reinforcing NOTE: For all structures unless excluded by special detail. DRAINAGE STRUCTURE INVERT T outside) 3 Clearance (Typ.), 2° Clearance (Inside) Double Layer We Reinforcing Pipe P 0 ion -I' Lap a Slice: ( 1 N P P - Corner S )iced Bar 30 1, P I 1 Bar Diameters, but not ( einf. Double Layer Wall Single Layer Watt Reinf. Less Than Two Vertical R Wire for WWR) vvf cings Plus 2" V `•. x'. HALF PLAN HALF PLAN i WALL REINFORCING SPLICE DETAILS fcal Location 2' Cl. _ (TYPJ Bottom Slab Top Reinforcing IF-- ZWithout Sump - Sump Depth Varies I c' - (4'-0" Std.) x' Design Slab Weep Hole Thickness Dla. Varies - 22tiiL 01 n. 1 W" Optional J b shear Ke Shear Key id y I ti I J 10° Draft D S" -a o,. rJ, vn Wall Reinforcing ?YP.1 V Galvanized Hardware Cloth J• "tt %, "lN P x�� 3OCI m IO" Draft u rJ "Optional "Min. t y 7 yz I Y 0 Shear N 4 Coarse �+ o. oa seA Aggregate Y 99 eg Shear Key Filter Fabric f a Design Slab NOTES: m Thickness �'[('f L I C 1. Construct sumps in inlets and manholes connecting to French Drains unless excluded in the Plans. ^1 �" Cl. Bottom Reinforcing 2. Construct sumps only where called for in the Plans Rebar Straight End Embedment Extend Top and Bottom Slabs 4" Min. Beyond Inside Face of to Achieve Minimum Reber at all other locations. Structure Wall for All Bar Sizes Embedment Beyond Inside Face 3. Construct weep holes in sump bottom only where called For in the Plans. NOTES: 1. See Sheet 6 for optional construction Joints. 2 Bend bars as required to maintain cover. SUMP BOTTOM TYPICAL SLAB TO WALL DETAILS (PRECAST STRUCTURE SHOWN) DRAINAGE STRUCTURE INVERT, SUMP BOTTOM, WALL REINFORCING SPLICE DETAILS, AND TYPICAL SLAB TO WALL DETAILS LAST p DESCRIPTION: REVIs1oNin ®OT� FY 2021-22 SUPPLEMENTARY DETAIILS INDEX SHEET 11101120 p .�,w STANDARD PLANS FOR DRAINAGE STRUCTURES 425-OOI 4 of 8 #4 Bars PLAN 330 Precast c_r Straight Bars T x Y4" Reticullne Bars l y4' x $}a" Bands T x y4" ITYp.) Rivets 6" Precast 8"C-1-P Reticullne Bar Band SECTION G-G yeboit Reticuline Bar Index 5-001) Eyebolt Bands 3 (Typ. Straight Bar SECTION H-H . Wall Reinf. STEEL GRATE DETAIL TABLEBLE 2) g #4 Bar (Approx. 190 Its. - See Sheet 7 For Cast Iron Grates) t�"lI ( Bars @ _ NOTES: 1. Grate, Concrete Apron, and Sod not shown on structure details. 2. See Sheet 6, 9, and 10 for Concrete Apron and Sodded Area details. 3. Cast Iron Grate is not permitted on inlet Type D. SECTION E-E SECTION F-F (Pipe Opening Not Shown) (Pipe Opening Shown) DIMENSIONAL AND REINFORCING DETAILS TYPE D - DIMENSIONAL, REINFORCING, AND STEEL GRATE DETAILS LAST 0 DESCRIPTION: FY 2021-22 INDEX SHEET REvrs,oN FDO DITCH BOTTOM INLET TYPE C, D, E, AND H 71/01/20 STANDARD PLANS 425-052 3 of 14 O'Ctrs. /CI. Pipe �, Drainage Il 0penrng -i (TyP, Struture 7 Inverct l ? (See Index 425-007) 6" 3-1" �6" Precast 8" 3-I" a" C-1-P TABLE 2 HORIZONTAL WALL REINFORCING SCHEDULE DEPTH SCHEDULE (inftJ MAX. SPACING BARS WWR a - 6 Al2 0,20 12' B. 6- 10, A6 0.20 6" 5" IO - 13 A4 0.20 4" 3 1a - ]s ess O.z4 s�" s TABLE 1 WEIGHT OF CASTINGS (Ib) Frame 2-0" OPENING 3-0" OPENING Type YP Frame aver Std. Frame 2-Pi Inside a over ec C Outside Totat 1 155 190 220 190 220 470 11 145 790 255 190 220 410 Ill 90 --- --- '90 220 410 NOTE: Frame Type 1 in Table 1, includes Adjustable frames. Clips Permitted l/ on Y-O' Frames PLAN PLAN PLAN a: 2-0" or 3-0" _ It lit WALL WALL ELEVATION SECTION ELEVATION SECTION ELEVATION TYPE I TYPE It TYPE III (For Manholesl (For Curb Inlets Types 1, Z 3, & 4) (For Curb inlets Types 7 & 8) MANHOLE FRAMES Brick Adjustment or 2-T Ola,(1 Piece Cover) Concrete or B' Brick Brick Adjustment or Grade Varies Grade Ring Permitted 3-0. Dla. (2 Piece Cover) ITyp.) (See Note 3) Ring (0' Min. - 1'-0' Max.) -� (a' Min. - T-O" Max.) 7-0 7iFz" Key (Optional) o, i mF 8 F "' m N Reinforcement Reinforcement >i 101 Draft Thickness of Structure Wall I 3-6" or 4'-W Dia. (See Note 3) (See Note 3) E F BRICK OR C.I.P CONCRETE Riser 3'-6" or F-O" Dia, Riser 3-6" or P-a' Dia i5 (Brick Shown) y t� SECTION 3" PRECAST CONCENTRIC CONE PRECAST ECCENTRIC CONE Mrn. TYPE 7 TYPE 8 0 M;n_ o.Gs7 Maz fr fr NOTES 1. Use Class It concrete for Manhole top Type 7 slabs. 2. Manhole top Type 7 slabs may be of cast -in -place or precast construction. The optional key is for precast tops and In lieu of dowels. Omit frame and slab openings when top is used over a junction box. 3. Manhole top Type 8 may be of cast-in-piace, precast concrete construction, or brick construction. For concrete construction, use the same concrete and steel reinforcement as the supporting wolf urt71. An eccentric cone may be used. 4. Use construction joint options, as shown on Sheet 6 to secure manhole tops to structures. 5. Frames may be adjusted to a maximum 12' height with brick or precast ASTM C478 grade rings. 6. Manhole top Type 8 may be substituted for a Type 7, If the minimum dimensions are not reduced. ELEVATION 7. Manhole top Type 7 may be substiruted for Type 8, if the minimum thickness (h) above pipe opening cannot he maintained with Type B. TYPE 1 ADJUSTABLE FRAME MANHOLE TOPS MANHOLE FRAMES AND MANHOLE TOPS LAST 11� DESCRIPTION: FY 2021-22 INDEX SHEET REVJS]ON SUPPLEMENTARY DETAILS 11101120 v- STANDARD PLANS FOR DRAINAGE STRUCTURES 425-001 2 of 8 EXAMPLE TABLE OF EQUIVALENT STEEL AREA GRADE 60 EQUIVALENT GRADE 40 EQUIVALENT 65 KSI SMOOTH EQUIVALENT 70 KSI DEFORMED REINFORCING BAR REINFORCING BAR WELDED WIRE REINFORCEMENT WELDED WIRE REINFORCEMENT SCHEDULE Steel steel Steel Steel Bar Size &Spacing Area Bar Size & Spacing Area Style Designation Area Style Designation Area (IrIT7ft1 (In'lift) (11110) (in'lft) #3 @ 6W Ctrs. #3 @ Vi 4 "Ctrs. 3 x3'-W4.6xW4.6 3x3-D4.3xD4.3 A #4 @ 12" Ctrs. 0.20 #4 @ 8" Ctrs. #5 @ IT Ctrs. 0.30 4"x4"-W6.2YW6.2 6"x6"-W9.2xW9.2 0.1846 4"x4-D5.7,D5.7 6"x6"-D8.6xD8.6 0,1714 #3 @ 5 "Ctrs. #3 @ 3W Ctrs. 31x31-.W5.Sxw5.5 3"xX-05.1xD5.1 B #4 IT Ctrs. @ 0.24 #4 @ 6W Ctrs, #5 @ 10" Ctrs. 0.36 4"x4"-Ys7.4xW7.4 6'x6'-WII.IxW11.1 0.2275 4x4"-069x06.9 6"x6`-DIO.3xD10.3 0.2057 #3 @ 3 Ctrs. 3x3-W6.2xW6.2 3x3-D5.7xD5.7 Special 1 #3 @ 5" Ctrs_ 0.257 #4 @ 6" Ctrs, 0.40 4"x4"-W8,2xW8.2 0,2455 4"x4"-07.6x07.6 0.2289 #4 @ 9" Ctrs. #5 @ 9" Ctrs. 6"x6"-W12.3xW12.3 6x6-D11.4xDJ1.4 #3 @ 3W Ctrs. #4 @ 4" Ctrs. 3x3-W8,5xW8.5 3'x3'-07.9xD7.9 C #4 @ 6W Ctrs. 0.37 #5 @ 6W Ctrs. 0.555 4"x4"-WI1.4xW 11.4 0.3415 4"x4"-DIO.6xDJ0.6 0.3171 #5 10' Ctrs. @ #6 9 "Ctrs. @ ya 6"x6'-WlhrxW77:7 6'x6'-075.9xD15.9 #4 @ 4W Ctrs. #4 @ 3 Ctrs. 3'x3-W12,2xWI2.2 3x3-011.4xD71.4 D #5 @ 7" Ctrs. 0.53 #5 @ 4W Ctrs. 0.795 4x4"-W163xW16.3 0.4892 4"x4"-DIS.IzD75.1 0.4543 #6 @ IO" Ctrs. #6 @ 6W Ctrs. 61'x6"-W24,5xW24S ex6"-D22.7xD22.7 #4 3Ctrs. @ #5 3 "Ctrs. @ Va 'x3- 8xW168 3' W16. 3'x3-D15.6xDI5.6 E #5 @ 5" Ctrs. 0.73 #6 @ 4'! Ctrs, 1.095 4"x4"-W22.5irW22.5 0.6738 4x4"-D20.9x020.9 0.6257 #6 @ 7" Ctrs. #7 @ 6W Ctrs. 61x61-10133.7xW33.7 6'x6'-D31.3xD313 #5 @ 3;V Ctrs. #6 @ 3 Ctrs. 3x3-W24SxW24.5 3x3-D22.7zD22.7 F #6 @ 5' Ctrs. 1.06 #7 @ 4W Ctrs. 1.59 41x4°-W32.6xW32.6 0.9785 4"x4"-D30.3xD30.3 019085 #7 @ 7" Ctrs. #8 @ 6" Ctrs. 6"x6"-w48.9zW48.9 6"x6"-045.4xD45.4 #5 3 Ctrs. @ 3'x3-W28.6xW28.6 3x3"-D26.6xD26.6 Special 2 p #6 4" Ctrs. ® 7.24 #7 R Ctrs. @ T B6 4"x4"-W3 2xW3 .2 8 8 11 446 4"x4"-D35.4xD35.4 7.0629 #7 @ SVi Ctrs. #8 @ 5" Ctrs. 6"x6"-W57.2xW57.2 6"x6"-D53.IxO53.1 G #6 @ 3i}" Ctrs. 7� #7 @ 3 Ctrs. 219 3x3-W33.7xW33.7 1.34- 3x3-D31.3xD31.3 1.2514 #7 @ 5" Ctrs. #8 @ 4" Ctrs. 4"x4-W44.9xW44.9 4"x4-D41.7xD41.7 LAST REVISION 11/01/20 NOTES: 1. Steel Grates are required an inlets with traversable slots and on Inlets where bicycle traffic Is anticipated. 2. Cast Iron Grates are not permitted on Inlet Type D, fL Chain (Typ.) Chain Coto i Chain Grates) (Typ.) Gratetia to Grate \ (See Note 2) Note 2 L 1 (See Table 2) s , '°•°'°• Jam Nut, Nutv,a. .n^•°;`,°• and Washer � - .1.. W •re -°_ -4" - told Shuts (Typ.) 'a Eyebolt 'a h: (Typ.) `•�°'n, i a to 21, Wall % r See Note 3 Thickness THRU-BOLT J-TYPE ADHESIVE BONDED ANCHOR NOTES: ]. Install either a IT B x ]" Diameter Threaded Straight (Thru-Bolt), a J-Type, or an adhesive Bonded Anchor Eyebolt. 7. Install a %, Chain and -e" Cold Shuts. When chaining two grates together provide adequate loop for easy handling. 3. Instal/ adhesive bonded anchor option with a minimum of a' embedment, and in accordance with Specification 416. TABLE 2 EYEBOLT AND CHAIN REQUIREMENTS Index Number Inlet Type Eye- Batts Length of Chain Handling & Remarks 1 i 4'-0" Slide & Spin 425-030 2 2 2 @ 4'-0- Slide & Spin 425-031 NIA 1 3-8" Slide or Slide & Spin 425-032 NIA I 4'-O" Slide & Spin 425-040 S 1 4'-0' Slide & Spin 425-041 V 1 4'-0" Slide & Spin 425-050 A I 3-T Slide 425-051 B I S-0" Slide & Spin C 1 7-6' Slide & Spin D I 2-6" Slide & Spin 425-052 E 2 2 @ 2'-6- Slide & Spin H 2 2 @ 2'-6- Flip Ctr. Grate and Slide & Spin Single Free Grate I or 2 @ 11fi Center Grate(S) Chained to One End Grate F t 3-6' F!!p ar Slide &Spin 425-053 G 1 6'-0' Slide 2-O" Lifting Loop 425-054 J P C-0" Slide & Spin Manhole Cover � Cut (See Note 1) See Note 2 Riprap Entrance Top o rade 9 ub 4' 4" PVC Pipe, 45' Lateral and Stubs Structure -._n,• Grout Seal or Integra( Cast s . n.•. NOTES: 1. Bevel cut upper stub to match forming for apron face. Capping or plugging of upper stub is not required. Remove friable base material at stub opening to permit covering of opening with structural course material. 2. Remove riprop, cement PVC cap on lower stub, and place compacted fill in entrance prior to placing base material. SUBGRADE AND BASE TEMPORARY DRAINS Bituminous Coating on Face of Concrete and Around Pipe Masonry Seal for Precast Opening - Filter Fabric Wrap See DETAIL "A" Structure r Mortar Per jI ' . cj •'" Specification 425 11 � , Brick Masonry or Any Class Concrete Required li I for Gaps Greater Than lib" I i I i I V ° �tj'. 6 it Soil Compacted to Density ... I I pipe '•'j", !�•`,cc . ", et:", Required in Specification 125 I Beddina Zone i 00 m°m SECTION DETAIL "A' Iola LOCKING GRATES TO INLETS PIPE TO STRUCTURE FILTER FABRIC WRAP LOCKING GRATES, SUBGRADE AND BASE TEMPORARY DRAINS, AND PIPE TO STRUCTURE FILTER FABRIC WRAP LAST p DESCRIPTION: FY 2021-22 REVISION SUPPLEMENTARY DETAIILS FINDEX01 SHEET v/a1/zo STANDARD PLANS FOR DRAINAGE STRUCTURES 503 of 8 Dowel FIU Keyway with Grout (Wnen Present) Cast g Grout Grout Grout Joint Cold v Top of Segment TOP SLABS TO WALL JOINTS I n I I I i Inside H Inside Face Inside I I Inside Inside Face i H Face I I N! Grout Face Face I h Grout 1 (Min.) h Min. Grout H <_ a 0.4H Cold Cast Grout Joint I I NOTES: 1. Segments may be inverted. Opening for pipe is ' thepipe OD I 6" t 2" tolerance). us PP p ( ) Continuos When Then Re d. ( 4 ) Reinforcement Z. If fi can not be attained, then a [op or bottom slab or Dowel S" s h, < 0.75H (Mind must be attached to the segment as shown below. WALL JOINTS h, >_ 0.75H (Min.) h i, H (Min.) RISER SEGMENTS OTHER THAN DOWEL Cold ~ Cast $ Joint 3, Grtlut in Riser or Inlet Opening (Location Varies) h Dowel See Note 2 BOTTOM SLAB TO WALL JOINTS - - - -_L ---- I I h I I I NOTES: 1. One or more types of Joints may be used In a single structure, except brick wail I I It I I structure. Brick wall construction is permitted on circular units only. I I I nl I I I I 2. Ali grouted joints are to have a maximum thickness of 1"' hl See Note Z I I 3. Keyways are to be a minimum of IW deep. I L _ _ _ _ _T J See Note 2 I i----- '------ ---- Joint dowels are to be #4 bars, 12" lop with a minimum of 6 bars per hint 4. w s b To or Bottom Segment: g P J P 9 h>_2" approximately evenly spaced for circular structures or at maximum 12" spacing h a zero and h, a 6" for rectangular structures. Bars may be either Adhesive Bonded Dowels in h, z: T and h a 6" accordance with Specification 4i6, or placed approximately 6" Into fresh concrete leaving the remainder to extend into the secondary cast. Welded wire reinforcement may be substituted for the dowel bar in accordance with the NOTES: equivalent steel area table on Sheet 5, 1. h may be less than 6" when approved by the Engineer, but not for inlet segments at rnlsh grade elevation. 5. Minimum cover on dowel reinforcing bars is 2" to outside face of structure 2. Dowel construction joint or monolithic cast only. b. Seal joints between wall segments and between wall segments and top or bottom slabs with preformed plastic gasket material Inaccordance with Specification 430 SEGMENTS FOR SLAB TO WALL DOWEL CONSTRUCTION JOINTS OR MONOLITHIC CAST or non -shrink grout in accordance with Specification 934. 7. Insert products approved by the Engineer may be used in lieu of dowel embedment. ffi CONSTRUCTION JOINT OPTIONS MINIMUM 80X AND RISER SEGMENT DIMENSIONS PRECAST OPTION AND EQUIVALENT REINFORCEMENT SUBSTITUTION FY 2021-22 a DESCRIPTION: SUPPLEMENTARY DETAILS INDEX SHEET REVISION y ..p, STANDARD PLANS FOR DRAINAGE STRUCTURES 425-001 5 of 8 11101120 2" (Typ) (Typ,) F-5" (Typ.) T 2tb" �I lfTJ7TJ i:r,+Tl! I O O` ty ��C I Sodded Area 2' (Typ F-5" (Typ.) 2' 2W IT) L - O O T (Typ.) t7" (Typ-) T 2ib° (Typ.) 0 ` I O 0 I _ ~ ,:O o N' i 0 01 O O I 0 I O O O O O O O i a O O . z a 3-4 See DETAIL "A" 11 LAST REVISION 11101120 = TYPE C TYPE E _ Approx. 135 lbs. Approx. 465 lbs. NOTES: 1, See inlet indexes for optional precast Intel construction details up to depths of 15'. . interior dimensions of an Alt. "0' Bottom may be adjusted to reflect these inlet Interior 2 dr Y J dimensions when precast units are1 n conjunction used unction with AI[. "B' Structure Bottoms Index 425-010. 3. Use concrete meeting the requirements of ASTM C478 or Class /V for precast structures with 6" wall or slab thickness. 4. Reinforcement may be deformed bar reinforcement or welded wire reinforcement. Bar reinforcement other than 60 ksi may be used, however only two grades are recognized: Grade 40 and Grade 60. Smooth welded wire reinforcement will be recognized as having f k i n deformed welded wire reinforcement will be recognized a designstrength o 65 s a d de o d e g as having a design strength of 70 ksL The at ea of reinforcement required may be aitJusCed in accordance with the Equivalent Steel Area Table provided. Use the following equations to .determine the steel area and spacing for bars not otherwise specified: Grade 40 Steel Area = As40= 60140 x As60 Smooth Welded Wire Reinforcement Steel Area = As65= 60155 x As60 Deformed Welded Wire Reinforcement Steel Area - As70- 60170 x As60 f f reinforcement i rovl ed an maximum bars spacing shown when a reduced area os provided, Y p g also e reduced as determined b the following equations, unless otherwise shown: must Is b u y g q , Max. Grade 40 Bar Spacing = Grade 60 Bar Spacing Max. Smooth Welded Wire Spacing = Grade 60 Bar Spacing x 0.86 P 4 P 9 Max. Deformed Welded Wire Spacing = Grade 60 Bar Spacing x 0.74 When an Increased area of reinforcing is provided, file maximum bar spacing may be increased by the squared ration of increased steel area, but not to exceed 1T: Steel Area Provided 2 Max. Bar Spacing Provided <_=Max. Bar spacing Required x ( Min. Steel Area Required ) nsmaller th n h n W r D4. r larger n with spacing or le e bar Use wire o e than 3 1 o O oand s 8" less. Use a A 9 ent displayingt e m/nfmum leld designation grade mark or either the number 60 or reinforcement h Y 9 d mark line to b acceptable at the higher value. Use maximum bar spacing no greater one ll) grade m k n e p g p g than two (2) times the slab thickness with a maximum spacing of 17' or three (3) times the wail thickness, with a maximum spacing of IB" for vertical bars and 72" for horizontal bars. Wires smaller than W3.1 or D4.0 may be used In the wails of ASTM C 478 round structure bottoms and round risers. S. Fiber -reinforced concrete may be substituted for conventional steel reinforcement in accordance with the Structures Design Guidelines. Submit shop drawings corresponding to an approved fiber -reinforced concrete mix design for approval to the State Drainage Engineer. PLAN I I I I H Ha H Min. TABLE 3 Minimum Value for H H min. (min.) Be. or Riser Diameter 3-6" & 4'-0' 2-0' >6-0 CONSTRUCTION JOINT OPTIONS AND MINIMUM BOX AND RISER SEGMENT DIMENSIONS FY 2021-22 SUPPLEMENTARY DETAIILS INDEX SHEET STANDARD PLANS FOR DRAINAGE STRUCTURES 425-001 6 of 8 Sodded Area r- TABLE 6 (set SOD ONLY QUANTITIES Inlet Sod Type 5Y C 6 D 6 E 7 Z H 8 '-- j� '" r ' X Ditch Sodded Bottom Sodded Area Inlet _ Area Slot Depth 1'--0"- Grate (TYAJ (Sae Note 3) i V : Inlet Structure SECTION V-V Sodded Bottom Sodded Sodded Bottom Sodded Area Inlet Area Area Inlet Area Grate Grate 3I 3-4 ^jl Slotw TYPE HTYPE H lB inlet Structure Inlet Structure (3-Grate Inlet) N-Grate Inlet) Approx, 725 Its. Approx. 967 Ills, SECTION U-U SECTION W W DETAIL 'A" (Typical Section) CAST IRON GRATE DETAIL FY 2022-23 INDEX SHEET �� DITCH BOTTOM INLET TYPE C D E AND H REVISION STANDARD PLANS ' ' ' 425-052 7 of 14 11101120 �'tF4aIfF!R+:ri�si .i1tCi TABLE 7 SOD AND CONCRETE APRON QUANTITIES Inlet Type Sod Sy Conc. CY C 8 030 D 9 036 E 9 0.37 H 1 ] 0.45 ---- ' I .. V. V. Slot Width°,,; n V 'F � s 2-0 T-6 p 4v, l' q X ' z t4 "' Sodded Concrete Bottom Concrete Sodded '#�.�1. c - Area Apron Inlet Apron Area .� Grate Preformed R' ay Jmnt Fr Her '4• 'y ,y a Slot Concrete Apron V 'r 4u. T ° . Inlet structure SECTION Y-Y PLAN Ditch Ditch Sodded Area Concrete Bottom Concrete Apron Inlet Apron Sodded Area Sodded Concrete Bottom Concrete Sodded Area Apron Inlet Apron Area Grate c Grate 4 _ _ Slat Depth V-O' (TypJ oa (See Note 3) •.'°t • Toe ..It (Typ.) IN IN Inlet Structure G^ (Typ. Inlet Structure SECTION X-X SECTION Z-Z SODDING AND PAVEMENT (Slot Shown, Non -Slot Similar) (Slot Shown, Non -Slot Similar) NOTES: 1. Concrete Apron Installed only where called for in the Plans. 2. Sad always required. 3. Slots are not permitted on sides with grate seats, NON -TRAVERSABLE INLET DETAILS FDWFY 2021-22 INDEX SHEET STANDARD PLANS IDIITCII[ BOTTOM INLET TYPE C, D, E, AND ][� 425- 14 Know what's below. Call before you dig. BGE, Inc. 2203 N. Lois Ave., Suite G300, Tampa, FL 33607 Tel: 813-848-0901 ■ www.bgeinc.com FL Registry No. 32116 Copyright J i ce y = I= R U) W c� W Q � Z J W N N 2-7 w 0 Q of 0 z a Z o o Z W Q W W t� J V N W REV DATE COMMENT PROJECT NO.: 9046-00 DESIGNED BY: DRAWN BY: AJH WAG REVIEWED BY: DATE: AJH 9/17/2021 C7ml 10 OF 11 1 ' 2 3 41 6 7 II��Ip _ --- 1.� i ,� _ �...,i..-Wi.���r. N_.�._.u.{rIII�L...d�d.19_oa!�LaE�i{i HoU��L.. ill r .l i ._ _ :r .. •... U.dui.._tldkt..1..�l�INnnlildl�hh101Wil.j�.u.J1lWL.rd4,tlir?.f:,.at.t .. _,. ."il ,, ,r , _n. .i. i _,,. �.e�.nrt�t.rlLai,i.a7�u sre � - w...l, auN i�:ltbu, uum .lot JY9 tx e i � ,_ -r � �• n u- a- � � � _. _ _ _ _ 1 1! 2 3 L! 5 6 1 7 1 11 i B C IC -�o Ci 0 U tD CP H 0 4 �, E 9 R N C c R N� W Cl ,to �3. m ��Igql�� N 9 p ��� N � U 0 ai a m o � o o -- T a 0 I I •, I Pe o mat ape I I I I I I I I I I `: I ---_----- I 1 I .. n_______-. ---__--- `Ditch I -----_ Bottom ---__ _ _-_-__-_ \ Bact Siopp \ _ _ _ Cross Dram Mitered End Section th of Transition IOd SLOPE AND DITCH TRANSITIONS LAST p DESCRIPTION: FY 2O21-Z2 INDEX SHEET REvrs,DN Fpp CROSS DRAIN MITERED END SECTION 11/01/19 a wr^ STANDARD PLANS 430-021 l Of 6 Tongue Length L Concrete Pipe I 1 lu = Udl- r 9 E . i7 a. \7 0 !" iJ I b G,. V °, , x Pipe Shell q. ° 2 ,� Y, R , I „ Thickness ,. - °o` .. ao ` w tr'" " v;. (Varies) 2yZr x 'h" Steel Bar (See Detail "C") --�_.i'�..�_.- 4x Bolt Dia. Varies 4x Bolt Dia. FLOW TONGUE AND GROOVE CONNECTOR DETAIL 7" 2(Jz" Min, Min. Concrete Pipe v 6dj" Sid. " °' It, .:s... . = Yz" (See Note 9) h= "� ? 1�"Min. '=F. `•a:": I.:�,.. .. °v," •-'>"' Ptpe Shell " n A , /i " e ' ° d`= " � „� � `r. Thickness �., '\ �' Varies : (Varies) n ur n .r}- v.-° r� r , 11 2qr" x %" Steel Bar (See Detail "C") _y 4x Bolt Varies 4x Bolk FLOW Diameter Diameter BELL AND SPIGOT CONNECTOR DETAIL Flat Washer (1 Req.) Hex Nuts (2 Raq.) 4x Bolt Dia. 3L or Bell Length +3V Min. 4x Bolt Dia. Bolt Dia. +t s" I _ NOTES: Bolt Dta. + + + + 1. Anchors required for CMP only. I - 1 2. Use galvanized steel for all anchors, nuts. and washers. 2W x V," Steel Bar (Bell & Spigot) 3. Bend anchor where required to center in concrete slab. Optional Shape 2W x W Steel Bar (Tongue & Groove) 4. Repair damaged surfaces after bending. STEEL BAR 5. Space anchors a distance equal to four (4) corrugations. U. Place the anchors in the outside crest of corrugation. NOTES: 7. Place flat washers on inside wall of Pipe. 1. Use galvanized steel for all bars, bolts, nuts, and washers. 6. Drill or punch holes in the mitered end pipe; burning not permitted, Bolt Dia. Pipe Dia. 9. A 6" x W bolt substitution is permitted. 2. Two connectors required per joint, located 60" right and left V 15' to 3, of bottom center of pipe. ° 42" to 72" 3. Bolt hales In pipe shall are to he drilled. CONCRETE PIPE CONNECTION DETAIL CORRUGATED METAL PIPE (CMP) ANCHOR DETAIL DETAIL "C" DETAIL "D' CONCRETE PIPE CONNECTION AND CORRUGATED PIPE ANCHOR DETAILS LAST lz.� DESCRIPTION: FY 2021-22 INDEX SHEET REVISION h FDp� CROSS DRAIN MITERED END SECTION 11/01/19 _'P STANDARD PLANS 430-021 6 of 6 a TABLE 1 - ALTERNATE A - STRUCTURES TYPE STRUCTURE/RISER AIAMETER (YC7 CAST -IN -PLACE ITEMS CLASS 11 CONCRETE PRECAST ITEMS CLASS 11 CONCRETE ASTM C478 Y7 RISER "! , tz BOTTOM Qn.) As z (In./ft.J tt RISER (in.) tz BOTTOA� (in.) As z (in./ftJ tt°r' tz (fn.) Az*** z (ln./ft.) P 3-6" 6 8 0.20 6 8 0.20 4- 0,105 P 4'-O" 6 8 0.10 6 8 0.20 5- 0.720 J S-T - 8 0.20 - 8 0.20 6* 0.750 J &_O` - 8 0,20 8 0.20 6 0.780 J T-O" - 8 0.20 - 8 0.20 7 0.210 J 6-0' - 8 O.ZO - 8 0.20 8 O.Z40 J 70-0" 10 Q.40## 10 0,40## ]0 0.300 J 17-0" 10 0.40## 12 0.4p## 12 0-360 t,and 12- Wall Thickness. As- Vertical and horizontal areas of reinforcement. ##Provide 0.20 sq, M.'/ft. at each face, 12' max. bar spacing. -Modified minimum wall thickness. '""Mln. total circumferential reinforcement for continuous steel hoops: A2 = 0.40 sq. In. for riser section height equal or less than Y-O" (2 hoop min.) A, - 0,60 sq. in. for riser section height more than 2-0° up to 4'-0" (3 hoop min.) Areas of reinforcing for precast items are based on Grade 60 reinforcing. No reduction in the area of reinforcement is allowed for welded wire fabric in Table 1. Area of vertical reinforcing may be reduced in accordance with ASTM C478. TABLE 2 - ALTERNATE B SQUARE AND RECTANGULAR STRUCTURES TYPE WALL LENGTH (�) MAX. DEPTH (FT) WALL THICKNESS (t3) C-l-P (in.) PRECAST (in.) P 53-6" 40 6 Riser 8 Bottom 6 J 4'-0" 40 8 6 J 5'-0" 22 - 6 J 6'-0' 15 I - 6 J 5-0"to 9' 0' 40 1 8 8 J 10-O" 26 8 8 J 10'-0"to1Z-O" 40 }0 9 J I 35 - 9 J 26'-0° 40 70 10 J 20'-0' 25 - 9 J 20-D" 30 10 70 See Table 4 for Reinforcing Schedule. TABLE 3 - REINFORCING SCHEDULE SCHEDULE GRADE 60 BARS OR 65 KSI & 70 KSI WELDED WIRE REINFORCING GRADE 64 (In�ft) MAXIMUM SPACING GR 60 BARS (in.) WWR EQUIV. AREA 65 KSI (1m) 70 KSI Uh.) Al2 0.20 12 8 8 A6 0.20 6 5 4Y2 BID 0.24 10 8 I 85.5 0.24 5Yz 5 4 C615 0.37 Ob 5 5 C3.5 0.37 3}tz 3 2!12 D7 0.53 7 6 5 D4.5 0.53 4Y2 1 4 3!k E5 &73 5 4 4 E3 0.73 3 3 3 FS 7.06 5 4 4 F3.5 1.06 3Y, 3 3 G5 45 5 4 4 G.3.5 __I 7.45 3Y2 3 3 H4 1.75 4 3 3 GENERAL NOTES: \\ / 1. U less otherwise designated in the plans, concrete pipe mitered end sections may be used with any type - --� \ of cross drain pipe; corrugated steel pipe mitered end sections may be used with any type of cross drain /� \\ pipe except aluminum pipe; and, corrugated aluminum mitered end sections may be used with any type Pine/Slab Fillet \ of cross drain pipe except steel pipe. When bituminous coated metal pipe is specified for cross drain pipe, \\ construct the mitered end sections with like pipe or concrete pipe. When the mitered end section pipe is I t \ "!:F. dissimilar to the cross drain pipe, construct a concrete jacket In accordance with Index 430-001. _ �., \ \ 2. Use either corrugated metal or concrete mitered end sections for corrugated polyethylene pipe (HOPE), / �\ .d%eq \\ \' polyvinyl -chloride pipe (PVC), steel reinforced polyethylene pipe (SRPE), and polypropylene pipe (PP). / Concrete Pipe �� e, \ - \ When used in conjunction with corrugated mitered end sections, make connection using either a formed t -' - - °"."". \\ metal band s eclficall designated to /n HOPE, p Y g d Jo D E, PVC, 5RPE, or PP pipe, with meta! pipe. When used in -- \ . "'¢°11 .�.. \ conjunction with a concrete mitered end sections, construct concrete jacket in accordance with Index 430-001. - \ `''d '"> ;,. \ \ .` 3. Class NS coocrete cast -in -place reinforced slabs are required for all sizes of cross drain pipes. _ "a \ Construct slabs at 5 ^thick unless 3^ thickness ' kne is tailed for in the Plans. Connector - \ 3.r. \ 4'. \ .R. a'. I 4. Select lengths of concrete pipe that avoid excessive connections in the assembly of the mitered end section. \ \ :. . \ 5. Repair corrugated metal pipe galvanizing that is damaged during beveling and perforating. "J A­f\\ -`}t - \ S.ddea\v 6. When existing multiple cross drain pipes are spaced other than the dimensions shown in this Index, \ \\ have nonparallel axes, Or non -uniform sections, either construct the mitered end sections separately as single pipe or collectively as multiple pipe end sections as directed by the Engineer. \ C-efe Slab \ 7. Saddle Slope: \ 1:4 Miter - Sloe to of pipe for round i q pipes p ¢ p p pipes less than or equal to 18" diameter and 7:7 for round I es \ \ .. greater than or equal to 2ff' diameter. \ '.. Slope to the major axis for elliptical pipes 24"x3B' or smaller and It2 for pipes 29x45" or larger. \ Slope to the span line for pipe arch 28'x20" or smaller and 1:2 for pipe arch 35"x24" or larger. \,-, 1:2 Miter - Slope to Li of pipe for round pipes less than or equal to 18"diameter and 7:2 for round pipes greater than or equal to 24' diameter. CROSS DRAIN MITERED END SECTION Slope to the major axis for elliptical pipes 29'x45" or smaller and I. -I for pipes 34"x53" or larger. Slope 1:1 far all pipe arch sizes. (Concrete Pipe Shown, Corrugated Metal Pipe Similar) 8, Quantities shown are for estimating purposes only. Edge of Shoulder ` i /l- Pipe �I 1 1 1 t I I I i I I I I I I I 1 I Flarrerted Slope i i I Ii Normal I a e SO N r I SI II I TABLE OF CONTENTS: Sheet Description I General Notes and Contents 2 Single and Multiple Concrete Pipe 3 Concrete Pipe Dimensions and Quantities 4 Single and Multiple Corrugated Metal Pipe 5 Corrugated Metal Pipe Dimensions and Quantities 6 Concrete Pipe Connections and Corrugated Metal Pipe (CMP1 Anchor Detail boxes ottoir hs cing o the inside and outside faces for each layer. 4. Wall lengths exceeding the dimensions or depths shown In Table 4, or I2-0" diameter require a special design. 5. Wall thickness and reinforcing for rectangular structures Is based on the longer wall length. TABLES 1, 2, 3, AND 4 D, o DESCRIPTION: FY 2021-22 REv/s/oN FD STRUCTURE BOTTOMS TOMS TYPE J AND P INDEX SHEET 1 1 101120 STANDARD PLANS 425-01l I � 0 3 of 4 TABLE 4 - WALL DESIGNS - RECTANGULAR STRUCTURES b VERTICAL REINFORCING HORIZONTAL REINFORCING W Y +yam = I- VERTICAL REINFORCING HORIZONTAL REINFORCING W Y 3u 2 1- WALL SCHEDULE DEPTH WALL SCHEDULE DEPTH WALL SCHEDULE DEPTH WALL SCHEDULE DEPTH SIZE: 3-6' & RISER ai.}T -40 Al2 >_1.IT c 10 810 61/8"-11 SIZE- 10-0' (Precast only) Inside OutsidInsid Outsid 1o, < 18 BS.5 6'/8' 26 - 40' D7 D7 26' - 40 f5 f5_ 9 I8 < 29' C6.5 61/8, _ SIZE: 17-01 29-49 C35 61/8' Inside Outside Insid Outsid SIZE- S-O' >_Llr < 14' BID BID 2tLIT < 10 C6.5 C6.5 70" a1.1T - 40 A72 a1.1T < 6 870 6'/8' 14 < 2S C6.5 C6.5 ]0 < 1T D7 07 IP 6 c ID B5,5 6-fir ZS - 40 D7 D7 I < 2ff I ES I ES IQ- 10' < 20 C6.5 6"/8' 24 - 40' I FS I F5 i IT 20' < 26 C3.5 678' SIZE- 17-O' (Precast Omy) 26-4o, D4.5 6°/8' Inside Outsid insideoutside SIZE S-0' J >IAT < 12 BID BID a1.IT c 10 07 D7 9 .LIT - 40 A72 al.17' < S B5.5 61/8' IZ c 1ff C6.5 C6.5 10 < 17 D4.5 D4S 9 S c 9' C6-5 6"/8, 24 - 40 D7 D7 1T < 23 E5 ES , 9 4 < 7S C3.5 b"/8' 22-7< 37 FS FS 9 15* < 1Z D4.5 6/8° 37 - 40' G5 65 9 a7 - 40 E3 8' SIZE: 16-O' SIZE. 6-0 Inside Outsid Insid Outsid , z1.17 c -161 Al2 1 zi.IT < 9'I C3.5 6'/8" a1 Zr < fill!i C65 C65 .1-17"< 13 D7 D7 10, 4 < 15 04.5 6'/8' 11' < Z!7 , D7 D7 13 c 10 E5 E5 }tr IS < 26' E3 8' 20 c 2V , E5 E5 20 < 28 FS F5 I IQ- Insid Outsid Inside outsid 28 - 40 ; FS FS 29- 40 GS GS 70' 26 - 40 Al2 A72 26 - 40' D7 D7 8' 51ZE: 16'-47 !Precast Only) Iimud Outsid losid Outside! SIZE. T-0' ,Insid Outside Inside Outside aTlr < 70I C6S C65 a1.7T < 9 D7 D7 9 z1-17 c 251 Al2 Al2 a1.IT <T 870 BID 8 I0 < IB , D7 07 9 < 13 04.5 D4.5 9 26 - 40 ; BID BID 7 < 10 B5S 65.5 8' IS c 2S I E5 E5 13' < I9 E5 E5 9 ' 10 < 20 C6.5 C6.5 8' 25-35- I FS F5 19 < 27 F5 F5 9 10 < 30 D7 D7 8' 27 - 35' G5 G5 9 I 30' - 40 ES 51ZE: 8-01 ES fP SIZE. 20-0' Insid Outsid Insid Outsid Inside Outside Inside Outsid aI IT < 10, C6S C6.5 a]. IT <9 07 D7 IQ' al.17 c 20 A71 A11 at.17' < 6 B5.5 B5.5 81 10 < 17 D7 D7 & < 17 ES E5 10' ZD - 40 Cr 6' < 73 C6.5 C6.5 8' 17 - 30 i ES ES ]Z < 20 FS FS IQ- 13 < 2Z D7 D7 8' 20 - 30 GS G5 IQ" 27 < 31' E5 E5 8' SIZE: 20'-O' (Precast Only] 31' - 40 FS F5 8' - IlnsidelOutsid2 Insid Outsid SIZE 9-0' at -IT<B C6.5 C6.5 aLlr<8' 04.5 04.5 9 Insid Dutsid Inside Quksld 8 < 73 D7 07 8 < 17 E5 E5 9 a1-17 < 12" Al2 A72 a1.17 < 8' C6.5 C6.5 Ir 13 - 2S ES E5 17 < 19 FS F5 9 12 < ZB C65 CGS B c IS D7 D7 ,r 14 - 2S GS 65 9 28 - 40 i 07 D7 1 15' < 23 I ES ES 8" TABLE 4 NOTES: I. will depth is measured to the top of the bottom slab for act to the top of the intermediate slab for risers. 2. W4/( height is the distance between top of lover slab to of upper slab. Maximum wall height is 17 for wall lengt exceeding 5', or 10 for wall lengths exceeding IZ. 3. Wall lengths exceeding 6-O' require two layers of reinTo f5ee Table 4) with 2' of corer from the horizontal bars t 1 23 - 40 FS I FS 1 6° SIZE. 70-t7' Insid Out sid Inside Ou[sid a147 < 10` BID B10 a7.1T < 70' D7 D7 8" 10 < 21' C65 C65 70 c 7T E5 ES 8" 2T c 26 D7 D7 I7 < 26' F5 FS 8" 26 - 40 C65 C6S 26 - 40 FS FS 10" s t b u, ei u L� v ut 1' x i' Beveled A Q ` _ ¢ "C" or IS Radius ., See DETAIL (Sheet 6) �' _-� ------ �:: --- / _I I\�' `� 1 _ I h I // Sta./OFfsetl [c MES to �' I o - r -T T Lo atlon c a t I \ I .a 3 L- Pipe/Slab Fillet (Typ-) I \ X r \ E ---- _ - I -` I /� /� \ Pipe RYP-) -"� ` _ Concrete Slab Reinforced With WWR 6x6-WI.4xW1.4 (See General Note 3 PLAN - SINGLE PIPE I' x Y Beveled or 1.5' Radius /o - --- � I \\ X, -- 1 T..-�` -1 � -I / I i `o _ I r _-_ I _- 1 - t d - �{- I a E Q I l :9: a{ �, I _ � _ V -_�-_,� ,-- / I Sta./Offset cation �____ _ Lo _ _-_ ____A____ I MES _ - -- -� =f I 11 -, 11 I 1 I io I -_�� _-_ __-_- 1 t. -I \ I e -- =--I i i ------ _ - C i �/, -, Concrete Slab Reinforced With WWR 6x6-WI.4xWt.4 (See General Note 3) PLAN - MULTIPLE PIPE _� S� c Lontrme wilo -� px� s / See Section A -A Sta./Offset a PIPe/51ab Fillet. r-?a"�? " _ Location Deepen Concrete Slab to Farm BYidge 1-0" Across Crown of Pipe Concrete Slab =.'L 7- .q 7z O orS ....".. a 0 No PI Joint Unlesst r l• Pe 2 S Approved By Engineer " o� ¢ See DETAIL "A" D or S ,. \ ^ ° s. -•.b •;,,= ✓;' a to o > D or R Concrete pipe Side Ditch Grade - Saddle Slope (See , General Note 71 �'�\• Side Ditch Grade ) I Connector I 11 a(jea f I a Saddle Slope (See General Nate 7) 5' Min. Sod Concrete Pipe #4 Bar �'=6 io H E SECTION A -A °-"`' F (Pie Included In Mitered End Sections (Pipe/Siab Fillet) ELEVATION DETAIL "A" ROUND CONCRETE PIPE (Elliptical Pipe Similar) NOTE: See Table 7 on Sheet 3 for Dimensions and Quantities. SINGLE AND MULTIPLE CONCRETE PIPE LAST DESCRIPTION: FY 2021-22 INDEX SHEET REv,s,DN JZ� a FDa CROSS DRAIN MITERED END SECTION 1]/01/19 �J/"- STANDARD PLANS 430-021 2 of 6 GENERAL NOTES: 1. Work this Index with Specification 425 and Index 425-001. 2. Type P standard structure bottoms are ff-O'diameter and smaller (Alt. A) and 3-6" square (Alt. 8). Larger standard structure bottoms are designated Type J. Risers are permitted for all structures. 3. Walls of circular structures (Alt. A) constructed in place may be of brick or reinforced concrete. Construct precast and rectangular structures (AIL B) with reinforced concrete Only. 4. Wall thickness and reinforcement are for either reinforced cast -In -place or precast concrete units except that precast circular units may be furnished with walls in accordance with ASTM C478 (See Table 1). 5. Top and bottom slab thickness and reinforcement are for precast and cast -in -place construction. Use Class 11 concrete, except when Class IV concrete is shown in the Plans. 6. Alt. A or AIL 8 structure bottoms may be used in conjunction with curb inlet tops Types 1, 2, 3, 4, 5, 6, 9, and 10, and any manhole or junction box. Alt. 8 structure bottoms may be used In conjunction with curb inlet Types 7 & 8. or any ditch bottom Inlet. 7. Rectangular structures may be rotated as directed by the Engineer In order to facilitate connections between the structure walls and pipes. 8. Use straight embedment reinforcement In top and bottom slabs ,except when ACI hooks are specifically required. fillets for rectangularstructu s used with circular risers and Inlet throats 9. Construct corner lets as shown a re h , and when used on skew with rectangular risers inlets and inlet throats, Construct fillets in the top 9 slab of the Alt. A structure bottoms when used with the Type B risers. Reinforce each fillet with two #5 bars. 10. Units larger than specified standards may be substituted at the contractor's option when these units will not cause or increase the severity of utility conflicts. Furnish such larger units at no additional cost to the Department. Larger Alt. A units cannot replace Alt. B units without approval of the Engineer. This Note applies to this Index only. REINFORCEMENT NOTES: 1. Locate wall reinforcement in rectangular structures as shown in the WALL REINFORCEMENT SPLICE DETAILS /n Index 425-001. 2. Provide a minimum 2"clear cover for all reinforcement unless otherwise noted and except for 36"diameter ASTM C478 units. 3. Additional bars used to restrain note formers for precast structures with grouted pipe connections may be left flush with the hate surface. 4. Cut or bend reinforcement at pipe openings to maintain cover. 5. Remove exposed ends of reinforcing at precast pipe openings and grouted Joints to 1" below the concrete surface and seat with a Type F Epoxy meeting the requirements of Specification 926. 6. Equivalent area smooth or deformed welded wire reinforcement may be substituted in accordance with Index 425-001. LAST REVISION n/o1120 TABLE OF CONTENTS: Sheet Description 7 General Notes and Contents 2 Dimensional and Reinforcing Details 3 Tables 1, Z 3, and 4 4 Tables 5 and 6 FY 2021-22 F_'V STANDARD PLANS Ty Type 8 Opening Ryser / ^\ 1 / ! a I 1 b \\ // Structure Bottom ALTERNATE A foRiser ----�._ Type A Opening �\\\\\ `I�- \WII// / �Sfru[ture Bottom` -\,, `I� \\WII!/ / ALTERNATE 8 TYPE J -\ /"''d,. \ Structure Bottom �� ALTERNATE A ALTERNATE 8 TYPE P STRiTCTURE BOTTOMS TI'PE J AND P Type 8 Opening Remove Portion of Existing Endwall Less Than Y-O" Below Grade Existing Grade Proposed Grade �-- Class NS Concrete Existing Endwall __ Concrete Collar T-0" -^� - (See Note 1) • "'- T" concrete C.orfdr `"''' iL -- (See Note 1) #a Rebar Frain or HOap p-�, /iT�T/II�f?�Z�1?�Z! 6-Dowels Rya-) ..q I i f5ee Np12 2) \ //� 2 - #4 Reba, Frame or Haop 'i I I y \, !If/ 6-Dowels RYP),°1 1 3 \I J' (See Note 2J . "I i ,, _ „r.. . Spigot End to be Placed In Existing i I EndwSte Regardless of Direction of Flow L- -..1 Existing Endwall and Pipe Cut Toe of Existing Endwall to Contour of New PipeCut Toe of Existing to Contour of New Plpedwalt END ELEVATION SIDE ELEVATION EXTENSION OF EXISTING PIPE CULVERTS Class NS Concrete X Smooth Inside Joint With Mortar d/2 11-01, & � ' I : - Stub Pipe L i -\ Concrete Collar' `r' `., \ /' Main or Elliptical (See Note 1) /�jy�'�y} r \. Yy Mafn Line Pipe 1 ^"° m''n d(See Note 31-�t -_---- ..b ° \I\1 rL rt 1 1-#.2 Robby Flame or Hood ------- " p - ,`�.•, °? ' - Opening (See Mote 4) _ ]-#'2 Rebar Frame or Hoop °, - `\ Concrete Collar (See Note 2) `Round or Elliptical Main Line Pipe STUB END ELEVATION JOINING MAINLINE PIPE TO STUB PIPE SIDE ELEVATION INDEX SHEET 425-010 1 Of 4 NOTES: 1. The collar may be formed by any method approved by the Engineer. 5. Install riser reinforcement using #5 Bars @ ]a" centers vertically and 6" centers horizontally. Bend pipe steel to riser. 2. Install WxM6 dowels in adhesive bond material. 6. Reinforced concrete top required when inlet: manhole or junction 3. Stub Pipes maximum diameter: box riser is less than 4 feet In diameter; or when 3'-6", aft. b inlet, Y.of a round main line pipe diameter, or VZ the height of elliptical manhole or junction box riser Is used; or when rectangular inlet Is used. main line pipes. 7. See Index 425-001 for optional construction joints. 4. Opening by Pipe Manufacturer. CONCRETE COLLARS UST zz. DESCRIPTION: FY 2021-22 INDEX SHEET REVISION ; FDOT� MISCELLANEOUS DRAINAGE DETAILS ll/O]/20 W m �- STANDARD PLANS 430-001 4 of 7 TABLE I SINGLE AND MULTIPLE CONCRETE PIPE DIMENSIONS AND QUANTITIES Dla. D Rise R Span S X A B C E F G H M single 0outrle Triple Quad. PiDe I Pie Pipe Pie N.1 5 " CONC, SLAB (CY) I 3" CONC, SLAB (See General (CY) Note 3 SODDING (SY) Single Pipe Double Ploe Triple Pipe Ouad. Pipe Single Pipe Double Plale Triple Pipe Quad. Pipe Single Pie Double Pipe Triple Pie Quad. Pipe 75" Z-7° 1.97 2.16 4.10 2.06 S 1.2Z 2 .9 .6 4 3 7.2Y 9.79 72.3T 7]9 0.38 0.58 OJ7 4.% 0.2 7 0 .4l 0.54 0.67 21 24 17 30 18° - - Z-10" L9T 2.74' 4,71' 2.56' 6' 1.4T 3A' 4.97 7. 75' 10.58' I3A2' 1.1]' 0.44 4.65 0.87 1.09 0.31 0.45 0. 60 0 .75 22 25 28 31 24" - - 3-5" 2.06 3.85' 5,91' 3.56 7' 1.73 3.4' 5-50' 8.92' 12.33' 15.75' 7.2Y 0.54 0.83 1,12 IA2 0.39 0.59 0.79 1.00 24 28 32 35 30" 4.56' B ZOO' 3.4' 6.08' 10.33' 14.58' 18.83' 1.29' 0.66 1,09 1.50 L91 0,46 0J6 1.04 132 26 37 35 40 36" - - Y-7" Z25 6.08' 8.3.7 5.56' 9 Z24' 3,4' 6.67' 11,75' IC83' 21,92' 13Y 0,81 1.38 1.95 2.57 0.55 O. 1 .33 1.71 28 34 39 45 112 Slope 42" - - 6'-0" 2,3,f 7.21' 9.55' 6.56' 10 2,45' 3.4' 7,25' 13.25' 19.25' 25.25 1,38' 0.97 1,70 Z45 319 0.66 115 1.66 215 2.57 30 37 43 47 50 54 m �' i 4ir S4" - - - - 6-9° T-8" 2.4-T 2.52 8.33' 9.4ff 10.76 77.96 7.56' 8.56' 11' IZ 2.69 2.83 3A' 1,1 7.63' 8.42' 14.58' P8.08' 21,33' 23.75' 28.08' 37.42' 1.42' 1.46' 113 7.3I 2.04 2.44 2.93 3.58 3.84 4.72 0.75 0.67 L37 L62 2.96 2.38 3.14 32 34 39 42 51 59 60" - - B-6" Z67 10.56 13.19 9.56' 14' 3.00 4.4' 9.00' 1750' 26.00' 34.50' 1.50' L51 2.89 4.28 5b8 0.99 1.90 2.81 3.73 36 45 55 64 a "' 66° - 9-Z 2.71' 11.69 14.39' 10.56' ]5' 3.79 4.4' 9.58' 18.75' 27.97 3TON 1.54' 1.68 3.25 4,94 6.43 L77 215 3.21 4.27 36 48 58 1 68 c 72" - - 10-O' 2.80 12.80' 15.69 11.56 16' 3.3D 4.4' 1016' 20.16' 30.161 4016' 138' L89 3.74 5.59 7.45 1.24 2.45 3.68 4.90 40 51 62 73 15, - - Z-7° Z2T 4.09' 6.3& 4.03' 6 12Z 4.0' 4.63' 7.21' 9.79' 12.37' 179 0.57 0.87 L15 7A4 0.40 0.67 0.80 1.00 23 26 19 32 V 18" - - Z-10" 2.36 5.12' 7.49 5.03 9' 1A7' 4.0' 4,92' 7.75' 10.58' 73,12' 1.11' 0,66 099 L37 L55 0.47 0.69 0.91 1.14 25 28 31 35 a 24" - - 3-5" Z53 7.18' A 9.71' 7.03' A 7F 1,73' 4,0' 5,50' 8.92' 12.33' 75.75' 1,25' 0.85 1,30 1.75 2.20 0.60 0.90 L21 1.52 28 32 36 40 c 30" - - 4'-Y Z70 9.25' 11.95 9.03 13' 2.09 4.0 6.08' 10.33' 14,58' 18.83' 1.29' 1]0 L74 2,39 3.05 0.76 L19 1.63 2.07 31 36 41 46 m 36' - - 5'-1" 2.87' 11.31' 14.1e ILO'T 15, 2,24' 4.0' 6.67' 11.75' 16.83' 21,92' 133' 1.32 2.21 3.08 3,96 0,89 L48 205 2.63 34 40 46 52 1:4 Slope 42" - - 6-0" 3.09 13-37' 16.4Z I3.03 17' 2.45 4.0' 7.25' 13,25' 19,25' 25.25' 138' 158 2.76 3.91 5.09 1.05 1.82 2.57 3.34 4.00 38 41 44 48 51 56 58 63 48° 54° - - - - 6-9 7'-8° 327 3.39 15.43' 17.49 18.65 20.89 15.0.7 17.03 19 21' 2.65' 2.83 4.0' 4.0' 1 7.83' 6.47 1458' 16.08' 21.3Y 23.75' 28.08' 31AZ L42' t•46' 1.65 2.14 3.30 395 4.73 5.77 6.17 7.58 1.21 1.39 215 2.55 3.07 372 A88 44 52 61 69 60" - - 6-6" 3.56 19.55' 23.11' 19.03 23 3.00' 4.0' 9.00' 17,50 26.00' 34.50' 1.50' Z45 4.66 6.87 9.07 L59 3.02 4.44 5.86 47 56 66 75 66" - - g'-2" 3.73 21.62' 23,35' 21.0-7 25' 3.19 4.0' 9.58' 18,75' 27.92' 37.08, 1.54' 2.88 5.54 8.78 70$4 ].9t 3.66 5.40 715 49 S9 69 80 72" - -- JO-0" 3.97' 23.68' 27.S9 23,03 27' 3.30' 4.0' 10,16' 20,16' 30,16' 40.16' 158' 3.54 6.61 9.87 1313 2.12 4.18 6.24 8.30 32 63 74 85 - 12" 78" 2'-10" 1.97 1.62' 3,59' 1.56' 4' 1,50' 2.4' 4,92, 7.75' 10.58' I 13AZ 1.21' 0.30 0.49 0.67 0.85 019 0.33 0.45 0.57 21 24 27 30 - 14" 23" 3'-4" Z.OT 1.99 4.00' 1.89' 5' 1.90' 3X 5.39' 8.7T 12.04' 15.38' 123 0.37 0,59 0.81 L02 0.25 0,40 0.55 0.69 22 26 29 33 - 19' 30' 4'-0" ZIT 2.9Z 5.03 2J3 6' 2.3T 3.3, 6.o,r I0.04, 14,04' 18.04' 1.27' 0.50 0.80 L09 1.39 0.34 0.55 0.75 0.95 24 28 33 37 - 14" 38" 5'-0° 2.20, 3.8Y 6.05' 3.56' 7' 285' 3,V 6.79 11.79' 16,79' 21.79' 131' 0.62 1.03 1.45 L86 0.43 0.71 LOO 1.28 26 31 37 1 42 - 29' 45' 5'•/Y 234' 4,79' 713' 4.39' 8- 319 3.6' 7.50 13.4Y 19,33 25.25 1.38' 0.75 130 L84 239 0.52 0.90 1.27 1.65 28 34 41 47 1:2 - 34" 53" T-O" 2.43' 5,72' 815' 5.23' 9 3.57 3.6 8.25' 15.25 22.25' 29,25' 1.42' 090 L61 Z32 3.03 0.62 LI! L60 2.09 30 37 45 53 N a- Slope 38" 1 60" I T-10" I 2.5Z 6A6' 8.98` 5.89' 9' 3.95'. 31' 8.92' 16,75 24.58' 3Z42' 1.46' 1,03 L89 2.74 160 1 0.70 129 L67 2.46 31 40 49 57 °• = 43' 68" 8'41" 1 2.67 7.39' 10.Or 6-73' 10' 4.28' 3.3' 9.67' 10.58' 27=50' 36.42' 1.50' 119 2,26 333 4.40 1 0,81 L54 2,26 2.99 33 43 53 63 °1 - 48' 76" 9'-11" Zn' - 8.33' 11.04' 7.56' 11' 4.59' 3,* 10.42' 20.33' 30.25' 4017' 1.54' 1.38 2.65 3.93 5.21 0.93 L79 2.66 3.53 35 46 57 68 v - 53 " 10'-8" 2.80' 9.26' 1Z.06" 8.39' 12' A7T 3.6' 11.08' 21.75' 32.42' 43.08' 958' 1S5 3.03 4.50 5.96 1.04 2.04 3.03 4.0T 37 49 67 73 o - 58° 9 91° 11'-8" 2.90' IO19 13.09 9.23' 13' S.OY 3.8' 11.83' 23.50' 3517' 46.83' 1.63' L75 3.47 5.20 6.93 1.17 2.33 3.49 4.66 39 52 65 78 U - - 18" 7•]0" 2.36' 3.06' 5.42 3.03' 5' 7.50' 2.0' 4.92' 7J5' 10.58' 13.42' 1.2r 0.45 0.68 0.92 114 0.30 0.450.61 0.76 23 26 29 32 14- 23" 3'•4" 2.44` 3.75' 619 3.70' 6' 7.90 2.3 5.38' 8.7T 72.D4' 75.38' I23 0.53 0.83 1]3 1A2 0.36 0.56 0.76 0.95 24 28 32 35 I - 19' 30" 4'-0" 2.62' 5AT 8,09' 5.36' 8' 2.37' 2.6' 6.04' 10.04' 74.04' 18A4' 1.27' 0.74 7.15 7.57 L98 0.51 0.79 1.08 1.36 2T 32 36 40 2.79 7.18' 9.97' 7.03' 10 2.85' 3.0' 6.7 9 11.79' 76.79' 21.79 1.3T 0.97 1.57 219 2.87 0.68 I10 1S 3 ].% 30 36 4] 47 a9" 45" 5'•77" 3,b5' 8.90' ]1.95' 8.70' 12' .7 ' 3 9W 3.3' 7.50' 13.4Y 99.33 25.25 7.38' 7.22 2 .O7 2 9 2- 3.77 0.86 1.45 2.04 1.63 33 40V4653- 1:42 - 34" 53" T-0" 3.27 f0.62' 13.84' 10.36' 13' 3.5T Z.6' 8.25' P5.25' a2.25 29.25' 7.42' 1.48 Z,6 3.77- 492 ].01 1.87 1.60 3.39 36 44Slope 38° 60" T-70" 3.39 B.99 t5.38' 1LT0' IS' 39S 3.3 8.92' 16,75' 24.58' 32.47 P.46' 1.72 3.t2 4:53 5.92 t18 2.14 3.P0 4.05 38 47-43"688'-11"3.563.36'7' ,B' 3.6' 9.67' 78.58' 27,50' 36.42' 7.50' 2.02 3.78 5.56 7,321.382.58 379 4.94 41 5]- 48"76°9-1P373'75.43' ]916' 15.03' 19 4.59 4.0 70.4Y 2Q.33 30.25 401T J.54' 2.34 4.49 6.64 8.79 L59 3.05 451 5.97 44 55- 53° 83" 10'-8" 3.9]' l715' 21.06 P6.70' 20 4.77' 3.3 8.08' 2I.75 32AY 43.0$' Y.58' 2.66 5.?7 7b6 1016 1.80 3.50 519 6.88 47 59- 58 97 2.04 4.04 6A563 B E p 6.47 A 6.25 Dimensions permitted to allow use of 9 standard pipe lengths. O 70.40' O 70.70, Dimensions permitted to allow use of 17 standard pipe lengths. CONCRETE PIPE DIMENSIONS AND QUANTITIES ILAST p DESCRIPTION: FY 2021-22 INDEX SHEET REv(sroN y FD CROSS DRAIN MITERED END SECTION ,,101/19 - STANDARD PLANS 430-021 3 of 6 9-#4 Ties @ ALTERNATE A NOTES: 1'-0' D.C. Max. f5ee Note 7) - #5 Peripheral #4 Ties @ P-0" O.C. I. t # Bars as required to maintain cover. Rotate 4 q Reinforcement _ "Special 2. Construct the top or riser of the structure according thetop/))) `i I slab to the Top Stab" details, when the Inside diameter of a round structure is not more than T-6" larger than [he to' . A } 1,-0., 7J . Optional opening in the riser or top slab. __JJJ"' i ax. Construction Joint (See Index 425-OOP Sheet 5 of 6) P-6" Max. - 3. Alternate A stab reinforcing not applicable for Type A B. C, D & E Ditch Bottom Inlets or Type S & V Gutter Inlets. \ / (See Note 7) See indexes 425-040, 425-041, 425-050, 425-051, and 425-052. \ / Q Riser CL Type Riser - Waif Reirtforc)ng #5 Peripheral Reinforcement Bars Way Bars Way a Elevation) (Sad Elevdt(an) - -- I a Elevation) (See Elevation) -- - 1 PLAN SECTION A -A Hoop SPECIAL TOP SLAB Bars (2 tap Bars 5 ikes 2 Additional Bars B 2 Additional Bars B , Permitted) 2 Additional Bars A @ 5" O.C. fp Structure @ 5' Max. O.C. Each @ S° Max. Each D.C.of Type A or Type B Riser 4 yp Side of Opening (#4 Bars Mtn.) 1 IS Side Opening (#4 Bars Min.) Perpendicular Bars A 1 apt 3 _ _ I I CL Structure I _ _ ( ¢Structure (See Section A -A} O' -- #5 Hoop Bar Bottom Bottom \ #4 Haop ear #4 Hoop Bar Fillet 11 1 La Splice Permitted / P A ) I_I_ J - _ -- _ -- 2-47 Each Way Placed on Y \ I s Reference Axis - Bars 8 tan Way g Y Bars B-Lon Wa 4 y Top of Bars A and 8 at 45" ) fL Structure Bottom (See Elevation) 1 Additional Bars A (See Elevation)`Zzs2 Bars A 51D.C.na! @ 5" O.C. (#4 Bars Min.) @ 5" O.C. (#4 Bars Min.) / TYPE A -ROUND RISER OPENING TYPE B -SQUARE RISER OPENING Parallel Bars B Elevation) -' PLAN PLAN (See Top Slab Reinforcement (See Note 2 & 3) R 2 `p PLAN a f`_¢ r C h -0 - a� N 1 E6, O f, I I u� . �a a `w i � tl RY1>e A) or t1 Rype B) 3' Cf. N w 2" Cl. (See Reinforcement Note 2) m� ti .-� (Riser) o¢ �� d, a .max '� ; Top Slab #4 Bars @ ]2" Both ways see w Em n w ` x Top Stab % #4 Bars @ 1T Both ways (C-l-P) See N 01 Bars A 3-6' or (C-I-P Table I for Precast � Nt m Bars A 3-6" or W-O" Table 4 for Precast .� - m ii Bars B 4-O" -...... -__._ .¢ � a � Bars B - m m a1 6i� Extra #4s Bars at L_ 6 Extra #4 Bars at 1 Opening (2 Above ? Opening (2 Above � , 3" Min. Spacing @ 3" Min. Sparing o Q ¢ - _ & I Each Sidel E o _ & 7 Each Side) m ro w In \ #4 @ 1'-0° Both Ways m rrJ ` Horizontal and Vertical m a ."G (C-I-P to, Dia.) See . j win m Walt Retnforcement e �a Table 7 far Precast ` u y w (See Table 4) v ti s■ and 70' Dla, 11 ? � m y �n I-1- ` '� - r' 3' Cl. (Single Layer) or c u tz !!! a: m m 6 2' CL (Double Layer) ins �- _ __ �� �� _ to Horizontat Bars RYP• For Walls) Bars A Bars B 8otedm Slab Bars A Bars H Bottom Slab ELEVATION ELEVATION TYPE J BOTTOM - ALTERNATE A TYPE J BOTTOM - ALTERNATE B DIMENSIONAL AND REINFORCING DETAILS LAST 7o DEscRlvrroN: FY 2021-22 REVISION in 1 E:FOOT STR�TCTURE BOTTOMS TI'PE J AND INDEX SHEET 11101120 W �"- STANDARD PLANS 425-010 2 of 4 W BGE, Inc. 2203 N. Lois Ave., Suite G300, Tampa, FL 33607 ■wu Tel: 813-848-09019 rY vw.b einc.com 9 FL Re Registry No. 32116 Copyright wr= U) REVI DATE I COMMENT PROJECT NO.: 9046-00 DESIGNED BY: DRAWN BY: AJH KAG REVIEWED BY: DATE: AJH 9/17/2021 f ® C7=2 Know what's below. call before you dig. 11 of 11 1 2 M El 1 ' .. , �. lid 'i lr n"�6-2 f�'•...r(E:I i il,�d,l�t,l 61 ' ` :; -L. rl I . .'1:.: - ... .. . 1 �:e:, i ,,. 9:. II'dlf i�i I i- a•.: t i tilb.l9YdiYY� hbl,L`. r un � iu�I"�Y� �J,-1 '�rR,1791� oA uf�Tl �3W,1(M�1�LllY IfYItYflWIRi, dr �� nowl�um,u alsul al A 7 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE: CITY OF ZEPHYR ILL$ BUILDING OFFICIAL REYISIONS BY 24.22 C•�l l 11 002. 5 t �00 00 co a c; ap O W [ U co O 00 o x N Cn A O N � •'yam O4• LL: CD e m.` J : � .w z �00 O # C7 Q _U a 0 ti (n .- c Q M Lo •� 3 t+3 .F m Q r U v Z > i v m c a LL. ® N z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: MS Job: 21-082 Sheet T1 — 1 _ . �:�w _. , . � � , u � � � i mil`-��T �— -- I � I : � —��. � I _� _ I � � , JiiG; � � - � � � I 'f . . 11� I,P II� �'� �� 5��. : l.it l.�,l�— _. � _ Ih :!�L— Il�f 7 REVISIONS BY 02. 2r4.22 C•�llll v 00 CON 0 o � � o U O sU O Lo W • ti > ay 00 O °O 3 Y 3ti 3 ►--� o x ti . ti i V CD Co "A x. `A 3'Ss c J I o :Q U-' —� �.• .LU mQ ... Gv s -i o d^ o C:> n ® � U a R� O m Q c D N i Q m m Q. 4 NQ m O. Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: MS Jab: 21-082 Sheet AS 1 KEYED NOTES EXIT TA3ULATION 1 ASED ON NFPA 101 - 5USINESS WILDING COPE INFORMATION LIFE SAFETY LEGEND WALL MOUNTED TYPE ABC 10 LB FIRE EXTINGUISHER -CONFIRM NUMBER, TYPE AND LOCATION WITH LOCAL FIRE MARSHALL. (PROVIDE CATO PLASTIC EXTERIOR CABINET - MODEL CWPC-10 WHERE SHOWN INSIDE OF TUNNEL) PROVIDE ADA ACCESSIBLE GRATE OVER TRASH PIT ,MID TRENCH DRAIN - SEE SONNY'S AND PLUMBING DRAWINGS AFMtCALE COMS AM araIO�M8 Q96fUL BUILOWS Mtc*98 40 TT I I I I i 11I II I�— MASONRY WALL PARTITION ""' METAL STUD PARTITION PRIMARY PATH OF TRAVEL - wN-------0 SECONDARY PATH OF TRAVEL � EXITS -SEE EXIT TABULATION � EXIT SIGN -SEE ELECTRICAL DRAWINGsS FOR MORE INFORMATION FIRE EXTINGUISHER - WALL MOUNTED LIGHT GAGE STEEL TRUSS SIGNAGE KNOX BOX MOUNTED AT 60" A.FF. CONTRIBUTWs AREA (SQ FT) 2W SF 3,440 iF THE FLOWA BUILDING CODE: SE4NT14 EDITION (2020) "ACCESSIBILITY .15UILDINCs . h'ECHANICAL . PLUMBS TABLES 5043, 504A, U*2 MAX ALLOUED PROVIDED OCCUPANCY BUSINESS STORACi / EQllIF'I'ip�IT TOTAL BUILDING AREA 'Bow SF 3,138 OF BUILDING I�IGraT 40 Fr � �� 33 -4 OCCUPANCY LDAD FACTOR (SQ. Fr. / PERSON) 30<D NUMBER OF STORIES 2 1 OCCUPANT LOAD (PERSONS) 3 12 TOTAL OCCUPANTS 6 FLORIDA FIREPREYEMION CODE: SEVENTH EDITION CAPACITY OF ME" OF EGRESS1' REQUIRED (PER PERSON) APPA 101: LIFE SAFETY CODE FLORIDA 20� EDITION EXIT CAPACITY REQUIRED (lNC1-ES) 3' NPA '10: NATICNAL ELECTRICAL. CODE 20n EDITION DOUBLE DOOR (W TY EXIT CAPACITY � (1) - ' W 2010 ADA STANDARDS FOR ACCESSIBLE DESKN WE AND OCC.UPANCY C1AWIFIC TION SINGLE DOOR (34' OEXIT CAPACITY PROVIDED) (1) - 34" BUSINESS - 3,138 OF SECTION 304: BUSUESS cwow -5' SINGLE DOOR (34' O EXIT CAPACITY (1) - 34" 'i y B OF CONST14=1414 TYPE OF CONSTFAVION - VS NON-SPRINIURED TOTAL EXIT CAPACITY PROVIDED l36' NOTE: REFER TO SONNY'S CAR WASH DRAWINGS FC'R ADDITIONAL INFORMATION. OMCIAL --------------------------------------------------------------------------------------------------------------------------------------------------------------- L IM SAFETY PLAN SCALE: 3/16" = 1'-0" - .,;�.: REVISIONS BY u 7 r 00 ��e U to co 'IVy CCn N E] y Cu ' anti u N C3 ./ c Frmr.• p U L7 cJ • N ' Q y rn - a p ti 0 \ N m l® 1 ., `.. '. vg j3. S Gco �: c3 Ll: o : Q !L' N Nil o 0 it ^ S-. 4•. y y r N 0 Lo c03 c � N c �— -v E O Z en 0- � z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: MS Jab: 21-082 Sheet LS 1 l`r%0%E%Y`EEv> NOTES 0 WALL MOUNTED TYPE AMC 10 LB FIRE EXTINGUISHER - CONFIRM NUMBER, TYPE AND LOCATION WITH LOCAL FIRE MARSHALL. (PROVIDE CATO PLASTIC EXTERIOR CABINET - MODEL CWPC-10 WHERE SHOWN INSIDE OF TUNNEL) PROVIDE ADA ACCESSIBLE GRATE OVER TRASH PIT AND TRENCH DRAIN - SEE SONNY'S AND PLUMBING DRAWINGS A A ff A 4'k Z a 2 Ells ro � Oil CONTRIBUTING AREA (6a FT) 2w SF 3,440 SF OCCUPANCY BUSINESS STORAGE EQJIFMENT OCCUPANCY LOAD FACTOR 100 300 (SQ. Fr. / PERSON) OCCUPANT LOAD (FEW501,S) 3 12 TOTAL OCCUPANTS 15 CAPACITY OF MEANS OF EGIMSS V REQUIRED (PER PERSON) EXIT CAPACITY REQUIRED (INCHES) 31 DOUBLE DOOR (68n EXIT CAPACITY 0 (0-68, PROVIDED) SINGLE DOOR (34" EXIT CAPACITY (1) - 34" PROVIDED) SINGLE DOOR (34" EXIT CAPACITY (1) - 34" PROVIDED) TOTAL EXIT CAPACITY PROVIDED I% . ..... . .. . W� W K!t' CAR. ....... ....e. ? a I 105A APPLICABLE COPES AND STANDARDS GENERAL BUILDING HEOWS AND AMAS THE FLORIDA IBUILDWs CODE: SEVENTH EDITION (2020) TAKES 5043,504.4 5062 MAX ALLOWED PROVIDED , ACCESSIBILITY*IBUILDING TOTAL BUILDWs AREA Som 3 OF ,138 SF * MECHANICAL BUILDWs I -EL -*IT 40 FT 9 331-411 * FLUM5ING I NUMMR OF STORIES i 2 i I — FLORIDA FIRE PREVENTION CODE. SEVENTH EDITION NFPA 101: LIFE SAFETY COPE FLORIDA 2018 EDITION NFPA la NATIONAL ELECTRICAL CODE 2011 EDITION 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN USE AND OWUFANCY CLASSFICATION BUSINESS - 3138 SF SECTION 304: BUSINESS GW)UP "15" I Y 8 OF COWTRUCTION TYPE OF CONSTRUCTION - VIB NON-SFRN<LEF4ED NOTE - REFER TO SONNY'S CAR WASH DRAWINC28 FOR ADDITIONAL INFORMATION. LIM SAFETY LEGEND 771 11 1 1 1TTT11T MASONRY WALL PARTITION METAL STUD PARTITION 00 ---* PRIMARY PATH OF TRAVEL —voll -------- 0 SECONDARY PATH OF TRAVEL 0 EXITS - SEE EXIT TABULATION EXIT SIGN - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION FIRE EXTINGUISHER - WALL MOUNTED LIGHT GAGE STEEL TRUSS SIGNA6W KNOX SOX MOUNTED AT 60" APP. N 0-D ... . ... . .. _5 of . . ...... . ....... .... . + . ..... .... ......... ...... .. .... ....... .. .... z v 4.:" . g' AF K q Aw* v IV A1i �"lmF" i ' * z" z. J'w , ­. `Z7 /A /uv/I /V/ Z IM U 2" ............ t ;iij . . .. ....... 0�" 0-T Z' to -T �'j ...... .... ... ..... .. ... .... ... I .0. 'All _2 Ir y B. Q7 -\47 UTILITY 2 ECUIF"ENT .. ..... . .. TANK ROOM STORAGE Al 4�O Lzr+- ...... ........ ........... . . 6z; npq flH 0 li W . ... .... .... . g . .. .... ............... N, !Z8 n� J" I — — — — — — — — — — — — —I m 1 ----------------------- ------- LLJ ! 49 tflNlt;H (' -UUX CO] 54 @ 0 OUTLINE OF OVERHANG / ROOF ABOVE - SEE ROOF PLAN AND 32 UNDER COUNTER REFRIGERATOR - BY OWNER EXTERIOR ELEVATIONS. 33 PUBLIC DRINKING BOTTLE FILLER - SEE PLUMBING DRAWINGS OROOF AREA BELOW - SEE ROOF PLAN O ROOF ACCESS LADDER -SEE DETAIL 2/A5e 34 HOCvE BIBB - SEE PLUMBING PLANS 35 TRENCH DRAIN WITH METAL GRATING - SEE PLUMBING DRAWINGS OUTLINE OF HEADER ABOVE -SEE CEILING PLAN aOUTLINE OF OVERHEAD ROLL - UP DOOR - SEE DOOR SCHEDULE 36 POINT -OF -USE ELECTRIC WATER HEATER - SEE PLUMBING PLANS 3i M OP SINK - SEE PLUMBING DRAWINGS Z KNOX BOX MOUNTED At 4'-6" AF.F. 8"XS" "R" MALTESE CROSS SIGN IN ACCORDANCE WITH SECTION 38 CONVEYOR TRENCH -SEE STRUCTURAL DRAWINGS 63322 FS. SIGN SHALL BE AFFIXED 24" FROM RIGHT SIDE OF 39 CORRELATOR PIT - SEE STRUCTURAL DRAWINGS ENTRANCE AND SHALL BE MOUNTED 4-6 FEET FROM GROUND. 40 CAR WASH EQUIPMENT - BY VENDOR 8 PRIMARY RAIN LEADER - DISCHARGE ONTO SPLASH BLOCK 41 TRASH PIT - SEE STRUCTURAL DRAWINGS TELEPHONE BOARD - SEE ELECTRICAL DRAWINGS 42 MICROWAVE - BY OWNER 10 MASONRY WALL STEP it ELECTRICAL PANELS - SEE ELECTRICAL PLANS 43 FURNITURE - BY OWNER 44 NOT USED 12 BOLLARD - SEE DETAIL 3/AS2 45 LAUNDRY BINS - BY OWNER 13 CAR WASH ELECTRICAL PANELS EQUIPMENT - BY VENDOR 46 SHIPS LADDER - SEE WALL SECTIONS AND DETAIL 1/A5s 14 UNI-MAC WASHING MACHINE BY CARWASH EQUIPMENT VENDOR - SEE PLUMBING AND ELECTRICAL 41 NOT USED 15 DETECTABLE WARNING SURFACE - SEE CIVIL PLANS 48 4"x4" STEEL TUBE COLUMN - SEE STRUCTURAL PLANS 16 CONCRETE CURB - SEE SITE PLAN 49 MASONRY WALL BELOW TO STOP AT BOTTOM OF DECK - SEE 17 ADA CONCRETE RAMP -SEE CIVIL PLANS STRUCTURAL PLANS AND WALL SECTIONS - TYPICAL 0 MILLWORK W/ SPRINGLOADED ADA SHELF - SEE DETAIL 1/Alb I$ TRAFFIC SIGNAGE -SEE CIVIL PLANS I9 LANDSCAPE AREA - SEE LANDSCAPE DRAWINGS 51 �ry I'-ro 1/2" x 14'-0" TIRE SHINE TRENCH - SEE STRUCTURAL DRAWINGS 20 P.0.5 - BY OWNER. PROVIDE DATA TO LOCATION - SEE 0HANDSINK 0 -SEE PLUMBING DRAWINGS ELECTRICAL DRAWINGS 53 WALL MOUNTED WATER BOTTLE FILLER - SEE CARWASH VENDOR 21 CONCRETE DRIVEWAY - SEE SITE PLAN AND CIVIL PLANS AND PLUMBING DRAWINGS - PROVIDE BLOCKING PER MANUFACTURERS SPECIFICATIONS ?2 CONCRETE WALK - SEE SITE PLAN 54 PROVIDE SMOOTH BREAK METAL THRESHOLD AT ROOF ACCESS 23 MASONRY WALL TO RECEIVE VINYL PANELS BY CARWASH D EQUIPMENT VENDOR - APPLY ENERSHIELD-HP, VAPOR BARRIER 55 NOT USED TO ENTIRE FACE OF WALL PRIOR TO INSTALLING PANELS 24 CONCRETE WHEEL STOP i 25 MASONRY CONTROL JOINT TO ALIGN WITH STUCCO CONTROL JOINTS - SEE EXTERIOR ELEVATIONS ?6 SMOOTH SAND STUCCO ON CMU - SEE WALL SECTION 2i PAINTED MASONRY WALL - SEE WALL SECTION 28 MASONRY WALL WITH I" RIGID INSULATION, Ix3 FURRING STRIPS AND 1/2" GYP. BD. (PROVIDE 2x6 CHASE WALL FRAMING At PLUMBING WALL IN TOILET ROOM 104) t (PROVIDE 3-5/8" FURRING AT WALL BEHIND WATER COOLER) 29 WALL MOUNTED FIRE EXTINGUISHER (PROVIDE CATO PLASTIC EXTERIOR CABINET - MODEL CHPC-10 WHERE SHOWN INSIDE OF TUNNEL) 30 MILLWORK - SEE INTERIOR ELEVATIONS 31 TV MONITOR - BY OWNER f:LPLAN SCALE. 3116.. F-0" lip 411 DOOR SYSTEM - REFER TO DOOR SCHEDULE ® WINDOW SYSTEM - REFER TO WINDOW SCHEDULE 3-5/8" MTL STUD FRAMING W/ 1/2" GYP. BD. EA. SIDE i nT� 6" C.M.U. WALL W/ NO FURRING 8" C.M.U. WALL W/ 1" RIGID INSULATION, Ix4 FURRING STRIPS, 1/2" GYP. BD. WHERE SHOWN ON PLANS 1. REFER TO ARCHITECTURAL AND CIVIL SITE PLANS FOR ADDITIONAL SITE INFORMATION. 2. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONF(R l NUMBER, TYPE AND LOCATION WITH LOCAL FIRE MARSHALL. 3. SEE SHEET A6a AND A6b FOR DOOR AND WINDOW SCHEDULE. 4, REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL INFORMATION. Nam: ALL SIGNAGE TO CONFORM TO THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR, CONTRAST AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. MOUNT ON LATCH S DOOR ON NEAREST ADJACENT SUF Li 0- SCALE: N.TS. 1/411 x 211 LAG BOLTS 1511 CLR. MIN. 11 M. - AS PER WALL TYPE COVER PLATE ESCUTCHEON 1 1/2" DIAMETER S.S. GRAB BAR NOTE - ALL GRAB BARS INCLUDING THOSE MOUNTED AT TUBS, SHOWERS, AND TOILETS AND TOILET MOUNTED GRAB BARS SHALL BE DESIGNED AND SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 POUNDS APPLIED AT ANY POINT DOWNWARD OR 14ORIZONTALLY AS REQUIRED BY THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. (PROVIDE SUFFICIENT BLOCKING BEHIND EACH GRAB BAR INSTALLATION) ♦ .r IXV N y ♦ �, -- y 4 f/ HIGHEST OPERABLE PART OF ACCESSORY TRASH .... Jl...t... RECEPTACLE HIGH LOW ....................... - i z m FINISH FLOOR ELECTRICAL WATER COOLER PAPER TOWEL DISPENSER rA IE 1% Z OPEN F C8 15" CLEAR MIN cv COUNTER MOUNTED SINK ,tyn" H.C. WATER CLOSET FINISH FLOOR .0 H.C. URINAL EDGE OF WALL 11 �611 1211 2411 ._................. .....__........................... ........ .... ) GRAB BARS ......<.................. , p FINISH H.C. W FFLOOR H.G. WATER CLOSET NOTE: 1. TYPICAL MOUNTING HEIGHTS UNLESS OTHERWISE NOTED 2. THE FLUSH VALVE MUST BE LOCATED ON THE APPROACH SIDE OF ANY ACCESSIBLE WATER CLOSET OMom IN E. RI3/6" a 11.011 ELEVATION SCAL INMIRIWM LEVAT'ION RM. �' 104 3 [01 11wamma BASE D41 INTERIOR ALE:3a ®1, ELEVATION RM. 0 104 KEYED Nome ®i WALL HUNG LAVATORY - SEE PLUMBING 02 H.C. WATER CLOSET - SEE PLUMBING El36" GRAB BAR El42" GRAB BAR F5 WALL MOUNTED SOAP DISPENSER 6l SURFACE MOUNTED ELECTRIC HAND DRYER - SEE ELECTRICAL ElSURFACE MOUNTED TOILET TISSUE DISPENSER WALL MOUNTED MIRROR FROM TOP OF SPLASH TO 61-8" A.F.F. - MATCH WIDTH OF VANITY ElPIPE INSULATION KIT 10 60" DIAMETER TURN AROUND it 30" x 48" CLEAR FLOOR SPACE 12 6011 x 60" CLEAR FLOOR SPACE 13 SURFACE MOUNTED FEMININE NAPKIN DISPENSER 14 BABY CHANGING STATION 15 HC SIGN - SEE DETAIL "A" ON THIS SHEET 16 PROVIDE BLOCKING AS REQUIRED - SEE DETAIL "B" THIS SHEET li PUBLIC DRINKING BOTTLE FILLER - SEE DETAIL 6/Alb 1S NOT USED 19 POINT OF USE ELECTRIC WATER HEATER - SEE PLUMBING CFICATI_N SURFACE MOUNTED TOILET BOBRICK 8-685 TISSUE DISPENSER SURFACE MOUNTED ELECTRIC XLERATOR XL-SB OR EQUAL HAND DRYER 36 GRAB BAR BOBRICK 5-6806 X 36 SATIN FINISH WITH SNAP FLANGE 42" GRAB BAR BOBRICK 8-6806 X 42 SATIN FINISH WITH SNAP FLANGE WALL MOUNTED SOAP 505RfCK 8-155 DISPENSER WALL MOUNTED MIRROR BOBRICK 15-165 1830 SURFACE MOUNTED FEMININE BOgRICK 5-210 NAPKIN DISPENSER BABY CHAWWWS STATION KOALA KARE KB200 - 00 CLAM I. FOR TYPICAL H.C. SIGN MOUNTING DETAIL, SEE DETAIL "A" THIS SHEET 2. FOR TYPICAL GRAB BAR ANCHORING DETAIL, SEE DETAIL "B" THIS SHEET 3. FOR TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS, SEE DETAIL "C" THIS SHEET 4, FOR CEILING HEIGHTS, SEE REFLECTED CEILING PLAN 5. FRP WALL PANELS TO RUN TO BOTTOM OF CEILING - SEE FINISH SCHEDULE FOR TYPE - TYP. � REVISIONS BY 4.22 Q2r C 1111 S m 0 O rO N N h U . / N N v) > Q O Q 0 3 C > - ►—� x . 18 N m s� w:<. s � o.. v y • V pp LL: 0 O , l LL -J Q o•.y Or V� • C N Q O O # a� O i O -17 v-- C M � 3 M m 0 LL. U Vi U C • w ,a N pp V � .w.. Q Z N m s a m 0. N � Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr. AC Drawn: MS Job: 21-082 Sheet Alc 0 SUSPENDED HAT —CHANNEL CEILING GRID TO RECEIVE VINYL PANEL CEILING BY CARWASH EQUIPMENT VENDOR - COORDINATE DIRECTION OF HAT CHANNEL WITH VINYL PANEL INSTALLER - SEE WALL SECTIONS SMOOTH SAND STUCCO FINSH SOFFIT / CEILING - SEE SECTIONS - PAINT COLOR TO MATCH MAIN FIELD OF EXTERIOR ELEVATIONS - SEE ELEVATIONS CONTROL JOINT IN STUCCO CEILING 4 EXTERIOR LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS. 5 NOT USED NOT USED 7 ACCESS DOOR TO ROOF - SEE DOOR SCHEDULE MASONRY HEADER - SEE STRUCTURAL 9 ROOF ACCESS LADDER - SEE DETAIL 2/A5e 10 OVERHEAD ROLL -UP DOOR 11 2'X2' ACCESS PANEL IN CEILING - GC TO COORDINATE ACCESS PANEL WITH ALL FRAMING / MTL DECK AS NECESSARY 12 ROOF AREA BELOW - SEE ROOF PLAN THICKENED STUD WALL FOR RECESSED ELECTRICAL PANELS - SEE FLOOR PLAN AND DIMENSIONED PLAN FOR MORE INFO. 15 MASONRY WALL TO BOTTOM OF DECK - SEE STRUCTURAL L DRAWINGS t WALL SECTIONS i6 THRU WALL LOUVER ABOVE LOUVERED DOORS - COORDINATE OPENING WITH STRUCTURAL AND SEE MECHANICAL DRAWINGS FOR MORE INFORMATION 11 SURFACE MOUNTED LIGHT FIXTURE ATTACHED BOTTOM SIDE OF MEZZANINE DECK - SEE ELECTRICAL DRAWINGS 16 EXHAUST DUCT TO EXHAUST FAN ON ROOF - SEE MECHANICAL D DRAWINGS FOR MORE INFORMATION. 19 WALL MOUNTED FAN - SEE MECHANICAL DRAWINGS 20 CONT. P4000 UNISTRUT SYSTEM TO RUN FULL LENGTH OF TUNNEL JOIN SEGMENTS TOGETHER WITH PI06-1 EG PLATES HUNG FROM BOTTOM CHORD OF JOISTS. SPACE UNISTRUT AT -1'-0" APART CENTERED IN TUNNEL - SEE REFLECTED CEILING; PLANT AND WALL SECTIONS. 21 APPROXIMATE CAMERA LOCATIONS - FINAL ANGLE AND LOCATION TO BE COORDINATED AROUND EQUIPMENT AND WITH OWNER PRIOR TO INSTALLATION - SEE ELEC ICAL DRAWINGS 22 WALL MOUNTED LIGHT FIXTURE TO.BE MOUNTED i'-0" LOWER THAN VINYL TUNNEL CEILING - SEE ELECTRICAL DRAWINGS re Rfl_�411� 1. CONFIRM EXACT LOCATION AND REQUIREMENTS WITH OWNER'S SIGNAGE SUPPLIER PRIOR TO ROUGH -IN. 2, GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK. 3. SEE ELECTRICAL DRAWINGS, FOR ALL LIGHT FIXTURES SPECIFICATIONS. 4. ALL STRUCTURAL STEEL, JOISTS, METAL DECK AND CEILING CHANNEL FRAMING WITHIN THE CAR WASH AREA SHALL HAVE A RUST -PROHIBITIVE PAINT AND THE STANDARD SHOP PRIMER SHALL NOT BE VISIBLE - TYPICAL. 5. REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL INFORMATION. 6. HEIGHTS IN THE CARWAS14 TUNNEL ARE TAKEN FROM FINISHED FLOOR 0'-0" - TYPICAL U.N.O. 1. ALL METAL FRAMING FOR CEMENT PLASTER CEILING SHALL BE 25 GAUGE TYPICAL (UN.O.) 2. METAL STUDS SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (3) 0.1454 RAMSET POWER DRIVEN FASTENERS 3. METAL STUDS / CLIP ANGLE SHALL BE CONNECTED TO METAL STUDS WITH MIN (4) 012-14 TEK SCREWS 4. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (2) 0,145"4 RAMSET POWDER DRIVEN FASTENERS AT IV, O.C. 5. CONTINUOUS TRACK. / STUDS / CLIP ANGLES SHALL BE CONNECTED TO CONC. / CMU WITH (2) 1/4" 4 x 1 1/4" TAPCON FASTENERS AT 24" O.C. 6. CONNECT METAL STUDS / CLIP ANGLES TO WOOD TRUSSES WITH (4) 1/4" 4 WOOD SCREWS i. CONNECT SHEATHING TO METAL STUDS WITH 012-14 TEK SCREWS AT 6" O.V. 8. CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK WITH (2) 010 TEK SCREWS AT 24" O.C. 9. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED - CLIP ANGLES SHALL MATCH OR EXCEED THE STUD GAUGE n�u pow O4 2' x 2' SUSPENDED CEILING GRID SYSTEM WITH 2' x 2' LAY -IN ACOUSTICAL CEILING TILES METAL DECK WITH PLYWOOD SHEATHING AT TOWERS - SEE WALL SECTIONS CEMENT PLASTER CEILING (SMOOTH FINISH) SUSPENDED CEILING PANELS - PROVIDED AND INSTALLED BY SONNY'S CAR WASH VENDOR 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILIW.3 GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION 4' DUAL TUBE FLUORESCENT LIGHT, SURFACE MOUNTED - SEE ELECTRICAL FOR MORE INFORMATION EXIT LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION FLOOD LIGHT - NOT USED EXHAUST FAN - SEE MECHANICAL FOR MORE INFORMATION MECHANICAL SUPPLY REGISTER - SEE MECHANICAL FOR MORE INFORMATION MECHANICAL RETURN REGISTER - SEE MECHANICAL FOR MORE INFORMATION ©a SECURITY CAMERA - SEE ELECTRICAL DRAWINGS 2'X2' ACCESS PANEL - GC TO COORDINATE ACCESS Li PANEL WITH ALL FRAMING / MTL DECK ABOVE - TYP. L V C 1= 1 L! 1� LAN SCALE: REVISIONS BY rlui a24.22 L 00 CO m co o�� o . / C"] • U p 0 � N co 3 o r- _C: N � a' s o.o co o LL ; = 0. _= Cq o Q �i o > ® co U H J ^I� W O %_ Lo >. M W) 4. m �[ _ 0 =o 0 Z >ul v m -C a. L ® ® rj Q 0 3 z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: MS Job: 21-082 Sheet PRECAST LINTEL - SEE STRUCTURAL NOTCHED APRON ° AND SCUPPER F.T. D BLOCKING ; FLANGE SET IN P.T. WOOD BLOCKING - ELASTIC ROOFERS CEMENT AND NAILED 8'° X I611 SCUPPER TO WOOD BLOCKING S" X I6" SCUPPER TWO-PLY STRIPPING SEE SMACNA PLATES I-26 THRU I-28 .o SLOPE W" PER Ft. P.T. WOOD BLOCKING - P.T. WOOD BLOCKING ROOF MEMBRANE ALUMINUM DOWNSPOUT . ° AND CONDUCTOR RIGID INSULATION HEAD METAL ROOF DECK 8' C.M.U. NOTE. SET BOTTOM OF OVEWLOW SCUPPER TO BE MAX OF 3" ABOVE BOTTOM OF PRIMARY SCUPPER OND PRECAST LINTEL - SEE STRUCTURAL _ d NOTCHED APRON AND Of ° FLANGE SET IN a ELASTIC ROOFERS CEMENT AND NAILED TO WOOD BLOCKING - — TWO-PLY STRIPPING `Q?L /2" ` e PER Fr. �.. e ROOF MEMBRANE e RIGID INSULATION METAL ROOF DECK e �. • .. a s' C.M.U. 03% W-�w 11 =� 111 ip I. ALL PITCI-IED ROOF SYSTEMS SHALL HAVE A 4.12 PITCH U.N.O. 2. ALL FLAT ROOF SYSTEMS SHALL HAVE A 1/4" PER FOOT SLOPE UN.O. - ROOF JOISTS SLOPE - SEE STRUCTURAL 3. ALL ROOFING COLORS t0 BE SELECTED BY ARCHITECT U.N.O. 4. ALL EDGE FLASHING TO BE ALUMINUM UN.O. B. ALL MISC. FLASHING TO BE ALUMINUM UNO. 6. NO ROOF PENETRATIONS SHALL BE MADE THRU ANY METAL ROOF SYSTEMS U.N.O. 1. REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL INFORMATION. 6. ALL WOOD TO BE PRESSURE TREATED, UNLESS NOTED OTHERWISE. 16 GA. MIN. FRAME 2" WOOD NAILER— INSULATION SUPPLIED BY CURB MANUF. SEE STRUCTURAL DRAWINGS ANGLES AND FRAMING AT UNIT OPENINGS SEAL STRIP COUNTERFLASHING FASTENED APPROX 18" D.C: SUPPLIED AND INSTALLED BY SHEET MTL. CONTR. BASE FLASHING NOTE ALL LASHING, FASTENERS P.T. WOOD BLOCKING FASTENED TO DECK t CANTS TO MEET ROOF MANUFACTURERS WARRANTY REQUIREMENTS. 2X CANT STRIP oAle-QUIPMENT cJ TAIL ALE. N.T.S. 1 VERSIWELD SINGLE PLY TPO ROOFING MEMBRANE OVER 3-1/2" MINIMUM 18,050ARD INSULATION OVER METAL ROOF DECK 2 STANDING SEAM ALUMINUM ROOFING OVER "ICE AND WATER SHIELD" OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING 3 PARAPET WALL SYSTEM WITH EiFS TRIM AND METAL COPING - SEE WALL SECTIONS 4 CONTINUOUS 4" CANT STRIP - SEE WALL SECTIONS 5 BUILT-UP CRICKET AS REQUIRED 6 PRIMARY ROOF SCUPPER TO COLLECTOR BOX W/ DOWNSPOUT - SEE DETAIL 2/A3 SECONDARY ROOF SCUPPER - SEE DETAIL 3/A3 8 LOCATION OF FUTURE SIGNAGE BY SIGN VENDOR - SEE EXTERIOR ELEVATIONS 10 EXHAUST VENT - SEE MECHANICAL DRAWINGS II OUTLINE OF BUILDNG BELOW 12 ROOF CURB FOR MECHANICAL ROOF TOP UNIT - SEE DETAIL A/A3 AND MECHANICAL DRAWINGS 13 APPROXIMATE LOGATION OF PLUMBING PENT -SEE PLUMBING PLANS I4 MECHANICAL GOOSENECK - SEE MECHANICAL DRAWINGS 15 ROOF ACCESS LADDER - SEE DETAIL 2/A5e 16 METAL DOOR SYSTEM - SEE FLOOR PLAN AND DOOR SCHEDULE li DIAGONAL WALL B ING - SEE WALL SECTIONS AND STRUCTURAL DRAWINGS FOR MORE INFORMATION 18 X AT S OC Tf - SE E TE EL Y I 19 OUTLINE OF RAIN DIVERTER At LOWER ROOF - SEE EXTERIOR ELEVATIONS AND DETAIL 3E4/A5e. Dil SCALE. 3/16" = V-0" I w VERSIWELO TPO SINGLE -PLY ROOF SYSTEM .080 MIL THICK PETERSEN ALUMINUI-1 CORD, "SNAP CLAD" SERIES STANDING SEAM ALUMINUM ROOF SYSTEM, .04" THICKNESS x 16" WIDE PANEL WITH STIFFENING RIBS, STONE WHITE - FLORIDA PRODUCT APPROVAL 024423.8 OVER "GRACE HT ICE AND WATER SHIELD" WATER PROOF MEMBRANE INDICATES DIRECTION OF DOWNWARD SLOPE OF ROOF GENERAL NOTES EXTERIOR FIN1844KEY PLAN APPROXIMATE GR4DE /PAVEMENT -VERIFY 16 EIFS SAND -SEE DETAIL B/A5g 2l STUCCO SASE -SEE WALL SECTIONS 1. ALL ROOF SLOPES SHALL BE 4:12 UNLESS NOTED OTHERWISE P 11 SHERWIN WILLIAMS - COLOR SW t005 - PURE WHITE _ 2. EXTERIOR FINISH TO BE SMOOTH SAND FLOAT STUCCO FINISH UNO. (2 CONCRETE CURB / SIDEWALK - SEE ARCHITECTURAL SITE PLAN 1� COORDINATE WITSIGNAc:E BY H SIC:N PROVIDE IVEND L - 51:% AE REQUIRE 28 DECORATIVE EIFS TRIM (SIMULATED LOUVERS) - SEE DETAIL A/A5g P-2 SHERWIN WILLIAMS - COLOR SWi011 - GRAY SCREEN 3 APPROXIMATE LINE OF ROOF / WALL BEHIND PARAPET DRAWINGS 29 TPO TO RUN UP BACKSIDE OF PARAPET WALL SYSTEM - SEE WALL 3. GENERAL CONTRACTOR TO VERIFY ALL GRADE ELEVATIONS SECTIONS <:: < 4 STANDING SEAM METAL ROOF SYSTEM - SEE ROOF PLAN IS METAL DOOR SYSTEM -SEE FLOOR PLAN AND SCHEDULE �} 4. PROVIDE PROPER FLASHING AT ALL REQUIRED AREAS TO ENSURE A P-3 PANTONE - PM5 "i690G 30 ROOF TOP CONDENSING UNIT (CU) MOUNTED ON 14" EQUIPMENT `' WATERTIGHT CONDITION M I - W SECTIONS ALUMINUM HURRICANE T LOUVER - 5E WINDOW SCHEDULE CURB. TOP OF CU IS APPROXIMATELY 21 -4 A.F.F. �5 ALUM FASCIA WRAP SEE ALL SECT O 19 L RR ANE RATED L VER E E : FORMORE INFORMATION 5. ALL COMER BEADS TO BE 100q® PLASTIC/ VINYL, NO METAL P-4 SHERWIN WILLIAMS - COLOR SWi0i1 - GRAY SCREEN d6 ALUMINUM SCUPPER AND DOWNSPOUT SYSTEM - SHEET FLOW ONTO 31 OUTLINE OF RAIN DIVERTER AT LOWER ROOF -SEE ROOF PLAN ;K: ,..x €s , CONCRETE SPLASH BLOCK 2@ EXTERIOR ROLL -UP GARAGE DOOR SYSTEM - SEE WINDOW / AND DETAIL 3t4/ASs. 6. EIFS PROFILES - SEE CORRESPONDING PROFILE DETAILS ON DOOR SCHEDULE ..... ... .. ..: SHEET Ash P-5 SHERWIN WILLIAMS - COLOR SW6083 - SABLE a LIGHT FIXTURE - SEE ELECTRICAL 21 ALUMINUM RAIN DEFLECTOR - SEE DETAIL 2/Aga -I. GENERAL CONTRACTOR TO SUPPLY ELECTRIC SERVICE FOR SIGNAGE8 ALUMINUM STOREFRONT DOOR / WINDOW SYSTEM - SEE P-6 SHERWIN WILLIAMS - COLOR SW6061 - DOWN HOME (SEE ELECTRICAL PLAN) AND COORDINATE SIZE WITH VENDOR AND O FLOOR PLAN AND DOOR SCHEDULE 22 METAL FRAMED OVERHANG - SEE WALL SECTIONS AND OUNER STRUCTURAL DRAWINGS RFI SNAP -GLAD ALUMINUM STANDING SEAM METAL ROOFING 1r/ SMOOTH SAND FLOAT FINISH STUCCO - SEE WALL SECTIONS 8, ALL GUTTERS AND DOWNSPOUTS TO BE PAINTED WITH ADJACENT SYSTEM -STONE WHITE 23 KNOX BOX MOUNTED AT 6011 A.F.F. - SEE PLAN FOR LOCATION COLOR - TYPICAL I@ OPEN TO BEYOND It 24 8"x8" "R" MALTESE CROSS SIGN IN ACC ANCE WITH SECTION 9. REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL 11 FRY-REGLET 2 NON -VENTED REVEAL - DC5-625-200 633.22 FS, SIGN SHALL BE AFFIXED 24 FROM RIGHT SIDE OF INFORMATION. ENTRANCE AND SHALL BE MOUNTED 4-6 FEET FROM GROUND. 12 CMU PARAPET WALL SYSTEM BEYOND SEE PLAN FOR LOCATION. 13 1" THICK E.IF.S TRIM - SEE ELEVATIONS FOR WIDTHS - TYPICAL 25 MASONRY CONTROL JOINT TO ALIGN WITH STUCCO CONTROL JOINTS 14 CMU PARAPET WALL SYSTEM WITH EIFS TRIM AND METAL COPING - SEE WALL SECTIONS 26 VERTICAL E HORIZONTAL STUCCO CONTROL JOINTS - SEE WALL SECTIONS - TYPICAL 15 SECONDARY OVERFLOW SCUPPER - SEE DETAIL 3/A3 EDI I AFF. ................ ......:..... _:..._._.... 2 -4 6 -0 19 -4 3 -@ TOP OF i it 1 it 1 „ 3 MASONRY 26'-8f1 APP. 22'-0" APP. ! _ TOP Or - TOP P-2 P-i RFi OF P_I 5 j MASONRY PARAPET 24'-@" APP. i4 I6 TOP OF , 9 MASONRY 20'-I" 19`-9" ``: 19'-9" li'-`31l2" P-4•. 9 22'-011 A.F.F. ...': 22'-0" AFF. ' 26 ......... ......... BOTTOM ------------------ 2- - - - -- — - ----- - -- - - - ---- ------ - — - -- - - — - --- ---- --- : -- - - - - --------- TOP OF WINDOW 26 P-4 16 3 T` j PARAPET n T i 26 25 3 `s 25 25 9 2$ 25 i I i I j I i E77I I .......... 16'-8" AFF. ! I - - - L- -- --- -- - -- -- - -- I - - -- - - -- - -- - - - - - �r JOIST BEARING i t it , I j 1_ it JOIST BEARING { I ! JOIST BEARING _ 5 _ Alk 12'-4" AFF. ® 22 _ 12'-411 AFF. BOTTOM OF 1 ING " TOP of FRAMED OPEN 4 CANOPY P- y 21 21 25 3 8 -21APP. < _ _... TOP OF DOOR P 3 P 5 �. � < OPENING , II DOOR , - 25 OPENING 70P OF D 10 11 I8 11. 11 cv �}_ }1 P-5 na 8 9 25 r.�+► t1 < .. , � 11 ... .' , it EIr 1 TOP OF , 3 6" APP. , v oP REVEAL �41 P rya 2 REVEAL I: 2'1 2.1 , 2, 2 _ F.F @CA -oilF.F.E. _\ TOP OF SLAB TOP OF SLAB I ! P-3 Ell� [Ej 3 P-1 EF/ 4 P-1 AE P-5 P-1 AE 1 P-} P-5 5 5 �}® /sq 5 j i S.—III 1plil ip1_pEl 11'—J 1 211 '2°21—S" EXTERIOR ELEVATION EAST SC ALE. 311ro" I'-011 31_011 24'_611 31-011 El3'-@' 4'-@" I6'-81' 4'-8" 2'-4° ........._ ...............-.. _............. 26'-811 APP. Top OF i 5 MASONRY P-2 26'-S" AF '-4 14 yy� MASONRY 5 12 22'-011 A.F.F. 21'-411 AF 2g PARAPET Top OFF i P"4 16 l ` 3 4 21 4" APP.PARAPET 16 t i 9 i l 1► 28 TOP OF 16 4 f S 29 26 PARAPET EF P=6 i J4- - - -- - - -----: - 22 ',: I I 12 i it @ 6 12'-411 A.F.F. 9 o ?6 xpr`e s ar wash P' :3 4 14 @ AFF. s f BOTTOM OF I; OIS ENG My R ... J T BEA ,:. 16 P-4 AFF. 5 P-4 � OPENING I I 12'-0" A.F.F.. ....... :. ....... i 31 4 BO aM LOUVRE BOTTOM OF _ 16 P-4 DOOR OPENING �'W@„ AWINU i 9. r < OP OF jdk8'-2" AFF. i g 26 P-1 OPENING 9 TOP OF DOOR 26 OPENING TOP C DOOR P-3 P-5 g OPENING i� El L 24 2 3 6 AFF. 3 -6 AFF. -- - f 3' 6" AF ' 23 F. P-5 TOP OF TOP OF - TOP or - REVEAL REVEAL 2 REVEAL 1 1} 1 1 1 0'-0" F.F.E. _.. _,_,...._,.. TOP OF SLAB TOP OF SLAS TOP OF SLAB if P-5 "VARIES" TOP OF TUNNEL } 1 3 SLAB (SEE 5b 5c\dgr STRUCTURAL) EXTERIOR ELEVATION-(TOIJUER)l EXTERIOR ELEVATION -SOUTH SCALE: 3116" - I'-@" SCALE: 3/16" = 1'-0" GENERAL NOTES EXTERIOR FINISH SCHEDULE KEYED NOTES KEY PLAN 1. ALL ROOF SLOPES SHALL BE 4:12 UNLESS NOTED OTHERWISE SHERWIN WILLIAMS -COLOR SW1005 -PURE WHITE 0 APPROXIMATE GRADE / PAVEMENT - VERIFY G EIFS BAND - SEE DETAIL B/A553 G STUCCO BASE - SEE WALL SECTIONS FF_-_1 I &--% 10� I/A4b COORDINATE WITH NESIGNAGE CONCRETE CURB / SIDEWALK SEE ARCHITECTURAL SITE PLAN QIJ SIGNAGE BY OWR - PROVIVENDOR - DE BLOCKSEE ELECTRICALING AS REQUIRED U8 DECORATIVE EIFS TRIM (SIMULATED LOUVERS) - SEE DETAIL A/A59 2. EXTERIOR FINISH TO BE SMOOTH SAND FLOAT STUCCO FINISH UN.O. 0 2] SHERWIN WILLIAMS - COLOR SUM011 GRAY SCREEN APPROXIMATE LINE OF ROOF WALL BEHIND PARAPET DRAWINGS TPO TO RUN UP BACKSIDE OF PARAPET WALL SYSTEM - SEE WALL Ff 3. GENERAL CONTRACTOR TO VERIFY ALL GRADE ELEVATION$ SECTIONS STANDING SEAM METAL ROOF SYSTEM SEE ROOF PLAN METAL DOOR SYSTEM SEE FLOOR PLAN AND SCHEDULE 4. PROVIDE PROPER FLASHING AT ALL REQUIRED AREAS TO ENSURE A G ROOF TOP CONDENSING UNIT (CU) MOUNTED ON 14" EQUIPMENT P-3 PANTONE PMS WATERTIGHT CONDITION ALUM FASCIA WRAP - SEE WALL SECTIONS US ALUMINUM HURRICANE RATED LOUVER SEE WINDOW SCHEDULE CURB. TOP OF CU IS APPROXIMATELY 211-4" Ar-P. m CIA FOR MORE INFORMATION 5, ALL CORNER BEADS To BE 100% PLASTIC/ VINYL, NO METAL FP-4 SHE RWIN WILLIAMS COLOR SUMO-11 GRAY SCREEN ALUMINUM SCUPPER AND DOWNSPOUT SYSTEM SHEET FLOW ONTO B1 OUTLINE OF RAIN DIVERTER AT LOWER ROOF SEE ROOF PLAN CONCRETE SPLASH BLOCK EXTERIOR ROLL -UP GARAGE DOOR SYSTEM WE WINDOW AND DETAIL 34 /Arps, 6. EIFS PROFILES - SEE CORRESPONDING PROFILE DETAILS ON DOOR SCHEDULE SHEET A5h SHERWIN WILLIAMS COLOR SW6,083 - SABLE LIGHT FIXTURE - SEE ELECTRICAL FF 7_5 0 ALUMINUM RAIN DEFLECTOR SEE DETAIL 21Arpa 0 1. GENERAL CONTRACTOR TO SUPPLY ELECTRIC SERVICE FOR SIC44AGE ALUMINUM STOREFRONT DOOR / WINDOW SYSTEM - SEE (SEE ELECTRICAL PLAN) AND COORDINATE SIZE WITH VENDOR AND SHERWIN WILLIAMS - COLOR SW6081 - DOWN HOME FLOOR PLAN AND DOOR SCHEDULE METAL FRAMED OVERHANG SEE WALL SECTIONS AND __'j OWNER Eil 0 STRUCTURAL DRAWINGS 11 SNAP-GLADALUMINUM STANDING SEAM METAL ROOFING 0 SMOOTH SAND FLOAT FINISH STUCCO - SEE WALL SECTIONS 6. ALL GUTTERS AND DOWNSPOUTS TO BE PAINTED WITH ADJACENT KNOX BOX MOUNTED AT 0" AFr-. -SEE PLAN FOR LOCATION COLOR - TYPICAL SYSTEM STONE WHITE G OPEN TO BEYOND 0 9>8"xS" "R" MALTESE CROSS SIGN IN ACCORDANCE WITH SECTION S. REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL FRY-REGLET 2" NON -VENTED REVEAL - DCS-625-200 G 633.22 FS. SIGN SHALL BE AFFIXED 24" FROM RIGHT SIDE OF INFORMATION. (D ENTRANCE AND SHALL BE MOUNTED 4-6 FEET FROM GROUND, GCMU PARAPET WALL SYSTEM BEYOND SEE PLAN FOR LOCATION_ GIll THICK E.I.F.5 TRIM - SEE ELEVATIONS FOR WIDTHS - TYPICAL 25 MASONRY CONTROL JOINT TO ALIGN WITH STUCCO CONTROL JOINTS GCMU PARAPET WALL SYSTEM WITH EIFS TRIM AND METAL COPING - WE WALL SECTIONS G VERTICAL 4 HORIZONTAL STUCCO CONTROL JOINTS SEE WALL SECTIONS - TYPICAL GSECONDARY OVERFLOW SCUPPER SEE DETAIL 3/A3 30'-0" A.F.F, TOP OF P-3 MASONRY 3 --Oil 5'-411 14 5' -41' ............. TOP OF 5 MASONRY 12 5 ib TOP Or- ............ ..... ....... MASONRY 22'-0" Ar-r-, ... ....... .. ............... ...... ............. — ------- TOP OF TOP OF P 4 21'-4" A.FF-. - ---- - ----- PARAPET PARAPET 25 25 25 b lb 29,' IF, P, - - - - - - - - - - - - 4- - - - - - - --- - - --- 26 ..... 22 22 P-4 4 16' 12'-4" BOTTOM OF CANOPY P411 -4 10 Apr TOP OF 7 2 TOP OF p RE REVS EVE 21 ull ... ........ E. a.... ................ TOP OF SLAB ...... . .... TOP OF SLAB "VARIES" 11 ""', IES" TOP OF TUNNEL VID \—ED .11de 3VE] TOP OF TUNNEL SLAB (SEE Ar, 5e SLAB (SEE STRUCTURAL) STRUCTURAL) E><mRI%Wm ELEVATION WES-o"I SCALE: 3/19," V-011 30i-0ll Apr-. TOP OF 25'-411 MASONRY P-3 261-8I A.F.F. . ........................ ... ....... ...... . ... .......... ................ TOP OF MASONRY 29,1-811 AP.F MASONRY 2 TOP OF C' .......... r, I ........... 22'-0" A.F ------- ............... ........ .. ... ....... ....... ..... ...... ................ ........ .......... ........... .......... ........... .......... ..... .. 711 OF TOP 22'-0" A.FeF. 25 3 21'-411 Ar-P. TOP Or- llr7g' t TOP OF PARAPET A, P-41 MASONRY PARAPET Ii J 2ro L i.................. J 4 12 213 4 P-3 RFI 16 o.. ............... 12 IV-0" APLF. JOIST BEARING ............... .' ' . " , "', '­ , . , - 1 -0 , - . ........... JOIST BEARING iant JOIST BEARING 22 12 7: elxpres car wash 121 -4" A.FP. BOTTOM OF 10-4 CANOPY 22 Q . . . ......... ----- - ------------ ----------- — ------ - --------- 12'-&- AJ- BOTTOM OF 10-4 DOOR OPENING -------- - ---------- H, ED61 G -2" APP, 'Ar TOP OF DOOR OPENING - - — ----- - -- --- ------ ------------------------ - - ---- - - -- ---- --------------------- --- ---------- - -- - -­------------ _y ---------- 2'1 4pr. ..... . ... .................. . ... TOP OF 2 X TOP Or- -eVEAL - -------- - — - ----------------­-- ----- - - ------ REVEAL D G F.E. L 01 -01, Fps. 1 1 - --- , TOP Of: SLAB TOP OF: SLAB "VARIES" EE TOP OF TUNNELD3 Eli (J SLAB (SEE STRUCTURAL) EXTEERICOMOM ELEVATION (TOUiJERV E>CmRlof'm ELEVATION NORTH ­7 SCALE: 3/16" - V-011 SCALE: 1-- . vlo-, REVISIONS BY ai 02.24.22 GN111 QAW 00 u to Cn Cq to o 2,0 to 0 CN t, X C", (z) 'Lo' Q) x. - --------- ......... ti 61 co CD J 0. u C> C, 4 4- O JS m :3 0 L) 'a = 0 CD r*4 z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: MS Job: 21-082 Sheet Ab NOTES Ut VERSIWELD SIDLE PLY TPO ROOFING MEMBRANE OVER 3-1/2" MiNIMUhM 15050ARD INSULATION OVER METAL ROOF DECK SINGLE PLY TPO ROOFING MEMBRANE TO RUN OVER 4" CANT STRiP, UP AND OVER PARAPET WALL UNDER COPING. CONTINUOUS 4" CANT STRiP 0 STEEL BAR JOISTS WITH RUST IN44151TIVE PRIMER - SEE STRUCTURAL DRAWINGS 5G METAL ROOF DECK - PROVIDE RUST PROW151TIVE PRIMER - SEE STRUCTURAL DRAWINGS O3-i/2" MINIMUM (SOBOARD INSULATION 0 1/8" SMOOTH STUCCO OVER PAPER -BACK MTL LATH APPLY ENERSHIELD-HP, VAPOR BARRIER TO PLYWOOD SHEATHING QLAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS E.1P.6 TRIM - SEE PROFILES ON SHEET AN t0 HOLLOW METAL DOOR AND FRAME - SEE DOOR SCHEDULE tt ALUMINUM STOREFRONT DOOR / WINDOW SYSTEM - SEE FLOOR ,4 PLAN AND DOOR SCHEDULE 2 SIM A 2 A5f 12 METAL STUD FRAMING -SEE STRUCTURAL DRAWINGS A5f SL 5 13 1/2" CD GYPSUM WALL BOARD 3i x x x 300'--0" A.F.F.3l X _x 301-011 Apr-. 14 1/2" GYPSUM WALL BOARD OVER i x 3 FURRING STRIPS At 16" O.C. a x .-....,-_ ._,____.. ................ ............... x .._..__.._ ........__.... ..:_.__._..._..,.. ,.._....,,. T R P RIGID INSULATION. GYP. 5D. TO STOP 4" ABOVE CEILING. OP OF ----- - ' MASONRY FURRiWs STRIPS AND INSULATION TO FFLN TO 50TTOM OF DECK l --- x ' MASONRY �l-----.: v B 15 REINFORCED CONCRETE SLA5 ON GRADE - SEE STRUCTURAL i2 I B 12 2-1 DRAWINGS x x a xx • A5f x x a xx A5f 16 8" MASONRY WALL SYSTEM - SEE STRUCTURAL DRAWINGS x _x x x x (REFER TO FLOOR PLAN FOR LOCATION WHERE WALL IS TO RECEIVE FINISHED GYP. 5D. WALLS - WHERE FINISHES ARE NOT SL PE S QP SHOWN, CMU 16 TO 5E FLUSH STRUCK / FLOATED AND PAINTED - x a REINFDRAWINGSED CONCRETE FOUNDATION SYSTEM SEE STRUCTURAL il x i;x x x nx x 18 SNAP -CLAD ALUMINUM STANDING SEAM METAL ROOFING SYSTEM OVER "ICE AND WATER SHIELD" OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING J 9x x O x x ' 19 STEEL BEAM - SEE STRUCTURAL DRAWINGS xx a I x x 251-4t1 AFF. - xx 1 x x 251-411 AFF. FRAMING ING BOTTOM OP 1<<,y 50TTOM OP 20 LIGHT FIXTURE - SEE ELECTRICAL DRALU94GS ........................... ....._,_ ........ .._... ................ X x x x x x 21 CLEAN, COMPACTED, TERMITE TREATED FILL -SEE STRUCTURAL x x a x x x a xx DRAWINGS 22 STUCCO FINISH PIER 5EYOND - SEE EXTERIOR ELEVATIONS 9 a 9 23 10-MIL VAPOR 5ARR(ER UNDER SLA5 ........__.._......................................................:......_,....._........... .__..................._.........._.._...._...__....__....................... 46 46 24 El 1/2" EXPANSION JOINT 25 EQUIPMENT - REFER TO SONNY'S CAR WASH DRAWINGS FOR 12 16 i2 33 ADDITIONAL tT ORMATION .-<....._................_....,,..............................................._... ........................................................_........;; 33 0 16 26 1/8" STUCCO OVER HiGH RIBBED STRUCTURAL METAL LATH ......................................... 2l 5/8" SMOOTH SAND FLOAT FINISH STUCCO ON CMU 28 CEILING AND WALL VINYL PANELS BY CARWASH EQUIPMENT VENDOR - x x a xx x x a xx SEE GENERAL NOTE 03 FOR MOISTURE PROTECTION DETAILS .._.. 29 CONTNNOUS FLASHING: AS REQUIRED 21 l 2l ALUMINUM COLLECTOR HEAD AND DOWNSPOUT - SEE ROOF PLAN .. AND EXTERIOR ELEVATIONS 18 32 32 31 OVERHEAD ROLL -UP DOOR HEAD PLATE - SEE FLOOR PLAN AND DOOR SCHEDULE A5f 12 32 FRY RIGLET TERMINATION 5AR - 5AR HEIGHT TO SE 8" MINIMUM 46 12 `�6 A50VE CANT STRIP _ 6 5 43 a 6 5 43 ` HORIZONTAL �Ih�ORG(Nrs AT i6" O.C. SEE STRUCTURAL DRAWINGS ------------------- 33 ---------- 'VARIES' TOPOF SLOPE A LOCATION FOR FUTURE SiGNAGE - SEE ELEVATIONS AND TfE-BEAM 40 35 40 16-011 APP. APPROXiM 7E COORDINATE WITH SIGNAGE VENDOR FOR EXACT LOCATION TOP OF g x x MASONRY K.O. BLOCK. - SEE STRUCTURAL DRAWINGS !E------------- ----------- ------ u 'VARIES' 36 8" PRE -CAST CONCRETE LINTEL - SEE STRUCTURAL DRAWINGS s i5 -11 1/2 AFF. JOIST BEARING: _._. JOIST BEARING 3l ALUMINUM METAL PARAPET COPING - SEE ELEVATIONS FOR COLOR d. 38 4" VINYL COVE BASE - TYPICAL WHERE WALLS HAVE FINISHED GYP. BD. 9 i 55 39 1/2 " EXTERIOR GRADE PLYWOOD SHEATHING 55 CONTINUOUS STEEL ANGLE - SEE STRUCTURAL DRAWINGS --_-______ --_ - ---. ---= S= =. ..T.._.-.--._-_. .. — --.T. .... .. .... ... ..... TiON EXTEND INSULATION TO UNDERSIDE OF _ 41 1METAL DECK ID INSULATION ' I 4 42 DUCTWORK ACCESS - SEE STRUCTURAL AND MECHANICAL DRAWINGS 12`-41i A.F.F. 5t i 0 43 R-IS 5ATT INSULATION At FRAMING BOTTOM OF 28 2i 2i 81 ; .. 44 S EL T 2l TRiM i 28 j 6" THICK CONCRETE PAVEMENT DRIVE-THrsil -SEE CIVIL DRAW 16 j 16 j ° �:/ FRY REGLET CHANNEL SCREED - OCS 625 50 OR DCS 625-200 - SEE ELEVATIONS I —'_—' -- 4l CONCRETE CONVEYOR / CORRELATOR TRENCH - GRATES PROVIDED BY ­zqCARIUASH EQUIPMENT VENDOR - SEE STRUCTURAL DRAWINGS FOR MORE Los 46 46 INFOi�! MATRON i SHIP LADDER AND RAILING SYSTEM - SEE DETAIL VASe Lei 49 GROUT VOID SOLID UP TO SLAB HEIGHT 3 U ®� i-I/2" COLD ROLLED GALVANIZED C-CHANNEL AT 48" O.C. SUSPENDED IL - FI D W1 I 7i R A.F 36 TOP' OFF i I <.. 51 l/8" GALVANIZED METAL HAT CHANNELS AT 24" O.C. ATTACHED TO C-CHANNEL RUNNERS - FIELD PAINT WITH RUST PROH151TIVE PRIMER MASONRY COORDINATE DIRECTION WITH VINYL PANEL INSTALLER OPENING: CONCRETE WALK - SEE CIVIL DRAWINGS i................................... APPROXIMATE GRADE -SEE CIVIL DRAWINGS 46 46 54 NOT USED 55 UNISTRUT HUNG FROM JOIST EQUALLY SPACED IN TUNNEL LOWY G ! G.4 L _ 56 PROVIDE SMOOTH BREAK METAL THRESHOLD - SEE DOOR SCHEDULE 102 101 `; 101 j 5l HSS OUTLOOKER - SEE STRUCTURAL DRAWINGS 11 S1M 7 C i G b A5f I A5f i -- '- -.. ---- - - 3'-4" A.F.F.3'-61f APP. 3`-6° AFF. _. _..__. TOP OF TOP 50T70M OF Fu I REVEAL I ` OF: i. PROVIDE FRY REGLET CHANNEL SCREED DGS 625 50 AT ALL :-- ----' - MASONRY 14 OPENINGS MASONRY WALLS AND PCS 15 50 AT ALL CEMENT PLASTER JEE mum 2. REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL 2i 28 INFORMATION. f 38 24 28 24 , INSTALLING PANELS APPLY TENERBHEILD HP®O WALLS t 120 " ABOVE 15 24 24 ' FLOOR SLAB. APPLY MASONRY PRIMER/SEALER TO REMAIiN(NG WALL ------- --------- - - ----- ------------------------------------------- /q ` AREAS TO UNDERSIDE OF ROOF DECK ... ......... Y/1—®" PF.E. I 0'—oil F.F.E. ` 01-011 FFrE. 45 x/ 45 : TOP OF SLAB "VARIES" ; 53 .. TOP OP SLAB "VARIES11 53 ._........ TOP OF SLAB �,�r TOP OF EL — — —-- d -- — TOP OF L 1 . e r. SLAB (SEE - ; SLAB (SEE STRUCTURAL) ! STRUCTURAL) F �.\ � ♦ \\, fir, - .s \ \ T ,/l - — `j`^, n'1\ / ! :, , 2 \ 1 { d d d 5 r� 2 i gas A Al SCALE: 1/2" a 1'-0" SCALE: 1/2" = 1'-011 u, SCALE: 1/2" x 1'_0" 'I WIN BY /REVISIONS CxNlll U (24,22 i 00 00 m N � [s. Q 00 . 0 N . � C:) c G a F M.wr. t G � N ti �, 0.3 Cuti 3>` 3 w0 N ti (D I a . m V v o0 o : Q LL ) O = 00 o G p '•-1 w ® � v R. N O 0 �- m C U tN U C 't7 = A Z > y 'Q m CL CD LL. ® 0 N m Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC 9 Drawn: GNlli Job: 21-082 Sheet Asa KEYED NOTES VERSIWELD SINGLE PLY TPO ROOFING MEMBRANE OVER 3-1/2" MINIMUM 16050ARD INSULATION OVER METAL ROOF DECK �.l SINGLE PLY TPO ROOFING MEMBRANE TO RUN OVER 4" CANT STRIP, UP AND OVER PARAPET WALL UNDER COPING. CONTINUOUS 4" CANT STRIP G4 STEEL BAR JOISTS WITH RUST INHIBITIVE PRIMER - SEE STRUCTURAL DRAWINGS GMETAL ROOF DECK - PROVIDE RUST PROHIBITIVE PRIMER - SEE STRUCTURAL DRAWINGS G3-1/2" MINIMUM 150BOAR [') INSULATION V 1/8" SMOOTH STUCCO OVER PAPER -BACK MTL LATH APPLY 0 ENERSH ELD-HP, VAPOR BARRIER TO PLYWOOD SHEATHING LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS GE.If.S TRIM - SEE PROFILES ON SHEET A5g GHOLLOW METAL DOOR AND FRAME - SEE DOOR SCHEDULE fl ALUMINUM STOREFRONT DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR SCHEDULE 12 METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS 13 1/2" CD GYPSUM WALL BOARD G1/2" GYPSUM WALL BOARD OVER 1 x 3 FURRING STRIPS AT 16" O.C. G OVER I" RIGID INSULATION. GYP. BD. TO STOP 4" ABOVE CEILING. FURRING STRIPS AND INSULATION TO RUIN TO BOTTOM OF DECK. i5 REINFORCED CONCRETE SLAB ON GRADE - SEE STRUCTURAL DRAWINGS G6" MASONRY WALL SYSTEM - SEE STRUCTURAL DRAWINGS G (REFER TO FLOOR PLAN FOR LOCATION WHERE WALL IS TO A5i RECEIVE FINISHED GYP. BD. WALLS - WHERE FINISHES ARE NOT SHOWN, CMU 15 TO BE FLUSH STRUCK / FLOATED AND PAINTED - TYP.) SL P;= 11 REINFORCED CONCRETE FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS ...........----...__---.------------------ - 26'-8" APP. 18 SNAP -CLAD ALUMINUM STANDING SEAM METAL ROOFING SYSTEM xx „ JOIST BEARING '---==-�_--k -----' i OVER "ICE AND WATER SH#ELD" OVER 5/8" EXTERIOR GRADE - ` -�� TOP OF PLYWOOD SHEATHING MASONRY G 18 STEEL BEAM - SEE STRUCTURAL DRAWINGS 1.K``,# y x,><x 25'-4°i FF. A5P 2J LIGHT FIXTURE -SEE ELECTRICAL DRAWINGS i BOTTOM OF FRAMING BL E 21 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL DRAWINGS G 9 i XX x X I=,R i 24'-0" AFF. z2 STUCCO FINISH PIER BEYOND - SEE EXTERIOR ELEVATIONS TOP OF 21 _ MASONRY G10-MIL VAPOR BARRIER UNDER SLAB i 24 1/2" EXPANSION JOINT x' 34 la I Xx x; - *% ii 22 -8 AF. 25 EQUIPMENT - REFER TO SONNY'S CAR WASH DRAWINGS FOR 1 i i BOTTOM OF LINTEL/ ADDITIONAL INFORMATION BOTTOM OF 26 1/6" STUCCO OVER HIGH RIBBED STRUCTURAL METAL LATH FRAMING 21 C 5/8" SMOOTH SAND FLOAT FINISH STUCCO ON CMU = 16 28 CEILING AND WALL VINYL PANELS BY CARWASH EQUIPMENT VENDOR - x - SEE GENERAL NOTE 03 FOR MOISTURE PROTECTION DETAILS 16 12 I 2`( 29 CONTNNOUS FLASHING AS REQUIRED 33 I I 36 ALUMINUM COLLECTOR HEAD AND DOWNSPOUT - SEE ROOF PLAN 1 i AND EXTERIOR ELEVATIONS 33 GOVERHEAD ROLL -UP DOOR HEAD PLATE - SEE FLOOR PLAN AND 0 I 16 DOOR SCHEDULE 32 FRY RIGLET TERMINATION BAR -BAR HEIGHT TO BE 8" MINIMUM 39 I I 34 ABOVE CANT STRIP 21 33 HORIZONTAL REINFORCING AT #6" O.C. - SEE STRUCTURAL. DRAWINGS 43 5 5 6 4 l ® I I I s 34 APPROXIMATE LOCATION FOR FUTURE S&WsE - SEE ELEVATIONS AND 4 16'-@" APP. I i 4 1 40 I COORDINATE WITH SIGNAGE VENDOR FOR EXACT LOCATION TOP OF Lim MASONRY j j KO, BLOCK. -SEE STRUCTURAL DRAWINGS -------- -- : —--------------------------------- -- x%------------------- — I I 'VARIES' "VARIES" i "VARIES" 36 8" PIM-CAST CONCRETE LINTEL - SEE STRUCTURAL DRAWINGS JOIST BEARING JOIST BEARING H JOIST BEARINGS ING - SEE ELEVATIONS FOR COLOR „ , :' Lirrr 38 ALUMINUM COVE BASE - TYPIMETAL PARAPET CAL WHERE WALLS HAVE FINISHED GYP. BD. 15 -4 A.F.F. A5f BOTTOM OF I x x x O t--- II LINTEL i xx i I I i I 39 1/2 " EXTERIOR GRADE PLYWOOD SHEATHING O CONTINUOUS STEEL ANGLE - SEE STRUCTURAL DRAWINGS S c i i SL YQP i #3'-8" A.F.F. ' 13'-8" APP. 1 41 I" R(G1D INSULATION -EXTEND INSULATION t0 UNDERSIDE OF iL x -M-------- ------ % x -- xx o - -i - - - - - - TUNNEL CE IL 1NG I - - - - f - - - - - - TUNNEL GE IL ING x x x -- x i x x x - _ ,� i 42 DUCTWORK ACCESS - SEE STRUCTURAL AND MECHANICAL DRAWINGS i x x I x x x @ 5m I _x=_.x '.' x x x 43 R-19 BAT( INSULATION AT FRAMING x • .F, x xi: x x x � I\ / \� i/i ,t'..•�,, ■ 4'4' x x - .. .. .... .. x o;'+.♦ x ux x . -, :..... .. \ ` :: i � - i 1� ice. .rr. 7 vl ic✓1_I vr- ® ?' ® 28 Sul O; V ® 12'-0" A.P.F. 50TTOM OF Y 44 -STEEL HAT �FIANNEL St1i9-#=RAhfINCs lCs9fd3 At a4" OL. - - - " FRAMING worry ®...,■® FRAMING ••r . , I .® 26 50TTOM OF 12 6" THICK CONCRETE PAVEMENT DRIVE-THRU - SEE CIVIL DRAWI BEAMli E i 26 FRY REGLET CHANNEL SCREED - DCS 625 50 OR DC5 625-200 - SEE ELEVATIONS 12'-0" A.F.F. II AS BOTTOM OF II I I _........ 41 CONCRETE CONVEYOR / CORIELATOR TRENCH - GRATES PROVIDED BY BEAM II CAFUASH EQUIF'NIENt VENDOR -SEE STRUCTURAL DRAWINMORES FOR MORE j ION SHIP LINFORADD ER AND RAILING SYSTEM - SEE DETAIL VA59 li i 49 GROUT VOID SOLID UP TO SLAB HEIGHT 1-1/2" COLD ROLLED GALVANIZED C-CHANNEL At 48" O.C. SUSPENDED I I I 51 1/81 GALVANIZED METAL HAT CHANNELS AT 24" D.G. ATTACHED TO i I I ? 22 22 C-CHANNEL RUNNERS - FIELD PAINT WITH RUST PROHIBITIVE PRIMER. ? COORDINATE DIRECTION WITH VINYL PANEL INSTALLER 52 CONCRETE WALK - SEE CIVIL DRAWNGS _..._ _ ._._.... . ........ ..... ............, ..... , .................. ........._.. ....._ .... _ 53 APPROXIMATE GRADE - SEE CIVIL DRAWINGS Ij I 54 NOT USED 55 UNISTRUT HUNG FROM JOIST EQUALLY SPACED IN TUNNEL 101 10# I ' S6 PROVIDE SMOOTH BREAK METAL THRESHOLD - SEE DOOR SCHEDULE 51 HSS OUTLOOKER - SEE STRUCTURAL DRAWINGS i I I GENFRAL I I i II I I I NOTES' j I I i .. 1, PROVIDE FRY REGLET CHANNEL SCRs=ED DCS 625 50 AT ALL j I MASONRY WALLS AND PGS 15 50 AT ALL CEMENT PLASTER I I , CEILINGS 2. REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL I 01 -0„ FEE. INFORMATION. TOP of SLAB 3. IN WASH TUNNEL ADJACENT TO CONDITIONED AREAS. BEFORE i 1 "VARIES" INSTALLING PANELS APPLY ENERSHE(LD-HP TO WALLS TO 12" ABOVE 24 0'-@" Fps 31 1 24 m'-m" FFE. " 4� TOPOFTUNNEL FLOOR SLAB. APPLY MASONRY PRIMERJSEALER TO REMAINING WALL lL7- a I a e "_.�. ,,. a. - - SEE AREAS TO UNDERSIDE OF ROOF DECKTOP OF SLAB OF SLAB 4` STRUCTURAL)4 - - - --................ -.----------- -- "AIS"VARIES" TOP � TUNNEL TOP OF TUNNEL BLAB (SEE SLAB (SEE a 'f 4tl o'. \ ST TU RUG REAL ST GTU ) 3 REAL I ( r i♦z. � r, > :.... ; ,, ...., : , F. �. � y 1 , .... .,.. • n , ,.., - 4 .u!' 3i x, 3 .5'e ' ):9.31: s,.: ti• % . ♦3 y' "; : . � :., ,..,. �.. ..: I /, .. `..: \, , / e ,``�: �, j ,:.:. �,. '>:a>:;fn.•.. ,fZ(y: Hai. f �::�� �FF;%1,:. F,%fi..F'u",.. �, .... .. „ )S3r�i ',.:�- .. .. ,. ,., ,.;,,, ,,. �.� .. ♦` ./ � x ''s.J.`7 /,1SW. �� Y.:Ji vui" . 6 . i , :f. !!. � , 1 I I45 U41 ----- I a a � h 1 .2 ;��s�• 4� �, �%r�..:�;;?:>�;rT<� y 3 011 e e 3WALLM l z U1 Ctftt U1,41..L 3=GtlO�l SCALE: 1/2" 1'-m" SCALE= 1/2" 1'-m" SCALE: 1/2" - 1'-O" .ov..i REVISIONS BY 1 25 Cai`IIII Oita G* v i 0r 00 s +U CON CO I0w o Q r o v ca ti v N .� [— i U cu N.� L1.. La•' p O cJ L'7 Ict 0 ti 3 �t` � a v N Nam£ w w , LL : o CN I Q 1•J O • s * v I a cr! A, .Z 00 CD w w > N v c y a N O w0- 0— :3 3 M m _ 3 U 6 U C N 0 � ® Z "> L O Q a _ ti ® ® N Q � Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: A C 9 Drawn: GNfN Jab: 21-082 Sheet A5b NOTES OVER51U ELD SINGLE PLY TPO ROOFING MEMBRANE OVER 3-1/2" MINIMUM ISOBOARD INSULATION OVER METAL ROOF DECK SINGLE PLY TPO ROOFING MEMBRANE TO RUN OVER 4" CANT STRIP, UP AND OVER PARAPET WALL UNDER COPING. CONTINUOUS 4" CANT STRIP 04 STEEL BAR JOISTS WITH RUST INI-IIBITIVE PRIMER - SEE STRUCTURAL DRAWINGS METAL ROOF DECK - PROVIDE RUST PROHIBITIVE PRIMER - SEE STRUCTURAL DRAWINGS G3-1/2" MINIMUM 15050ARD INSULATION 01 1/8" SMOOTH STUCCO OVER PAPER -BACK MTL LATH APPLY ENERSHIELD-HP, VAPOR BARRIER TO PLYWOOD SHEATHNG 8G LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS OE.I.F.S TRIM - SEE PROFILES ON SHEET Are IO HOLLOW METAL DOOR AND FRAME - SEE DOOR SCHEDULE 11 ALUMINUM STOREFRONT DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR SCHEDULE i2 METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS 13 1/2" CD GYPSUM WALL BOARD 14 1/2" GYPSUM WALL BOARD OVER 1 x 3 FURRING STRIPS AT 16" O.C. G OVER I" RIGID NSULATION. GYP. BD. TO STOP 4" ABOVE CEILING. FURRING STRIPS AND INSULATION TO RUN TO BOTTOM OF DECK 15 REINFORCED CONCRETE SLAB ON GRADE - SEE STRUCTURAL 0 DRAWINGS G8" MASONRY WALL SYSTEM - SEE STRUCTURAL DRAWINGS G (REFER TO FLOOR PLAN FOR LOCATION WHERE WALL IS TO RECEIVE FINISHED GYP. BD. WALLS - WHERE FINISHES ARE NOT SHOWN, CMU IS TO BE FLUSH STRUCK / FLOATED AND PAINTED - TYPJ 0REINFORCED CONCRETE FOUNDATION SYSTEM - SEE STRUCTURAL 0 DRAWINGS GSNAP-CLAD ALUMINUM STANDING SEAM METAL ROOFING SYSTEM G OVER "ICE AND WATER SHIELD" OVER 5/6" EXTERIOR GRADE PLYWOOD SHEATHING 19 STEEL BEAM - SEE STRUCTURAL DRAWINGS 20 L€GHT FIXtURE - SEE ELECTRICAL DRAWMGS w '�"'B' 21 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL SL DRAWINGS 26'-8" AFF.----- ----------------------------------....... 22 STUCCO FINISH PIER BEYOND - SEE EXTERIOR ELEVATIONS JOIST REARING ".... k K .......... / TOP OF 23 10-MIL VAPOR BARRIER UNDER SLAB E MASONRY 24 1/2" EXPANSION JOINT A5f X `f _ X a 25 EQQUiPMENT - REFER TO SONNY'S CAR WASH DRAWINGS FOR ='-• ADDITIONAL INFORMATION „u. 22'-0" A.F.F. A5f ' TOP OF 26 11S" STUCCO OVER HIGH RIBBED STRUCTURAL METAL LATH 411111111111111 am j PARAPET L. •r®ew..o®s® " 21'-4" APP. 2 elm G 21 5/8 SMOOTH SAND FLOAT FINISH STUCCO ON CMU MASONRY TOP OF A5f 2S CEILING AND WALL VINYL PANELS BY CARWASH EQUIPMENT VENDOR - 16 21 %m NEW 21 2-1 SEE GENERAL NOTE 03 FOR MOISTURE PROTECTION DETAILS 2 18 29 CONTINOUS FLASHING AS REQUIRED 16 & ib ALUMINUM COLLECTOR HEAD AND DOWNSPOUT - SEE ROOF PLAN AND EXTERIOR ELEVATIONS 5 33 31 OVERHEAD ROLL -UP DOOR HEAD PLATE - SEE FLOOR PLAN AND `iC 1B'-6" AFF. i2 DOOR SCHEDULE g i JOIST BEARING 1 32 FRY RIGLET TERMINATION BAR - BAR HEIGHT TO BE 8" MINIMUM ABOVE CANT STRIP i $ 1LQPE 39 33 HORIZONTAL REINFORCING AT 16" O.G. - SEE STRUCTURAL DRAWINGS 5 34 APPROXIMATE LOCATION FOR FUTURE SIGNAGE - SEE ELEVATIONS AND SLQPE , lfc'-0" AFF. COORDINATE WITH SIGNAGE VENDOR FOR EXACT LOCATION 16'-8" APP. TOP 01 JOIST SEARING MASONRY 35 KO. BLOCK - SEE STRUCTURAL DRAWINGS 16'-0" AT-P. (I-IICs4-I PRINT) x x X x 'VARIES' 36 8" PRECAST CONCRETE LINTEL -SEE STRUCTURAL DRAWINGS JOIST BEARING * °+ 4 - JOIST SEARING 31 ALUMMUM METAL PARAPET COPING -SEE ELEVATIONS FOR COLOR (LOW POINT) 15'-4" APP. 4 51 40 TOP OF DUCT 38 4" VINYL COVE BASE - TYPICAL WHERE WALLS HAVE FINISHED GYP. BD. 4 F OPI=KING 39 I/2 " EXTERIOR GRADE PLYWOOD SHEATHING 55 A5 55 5 •i®®.� CONTINUOUS STEEL ANGLE SEE STRUCTURAL DRAWINGS 14'-0" APP. ---- - v_------- - ] ROTTOM OF 41 I" RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE Or- -1 7 - - - - - - - - -------------- - _ _...._.._. _... - - - T DUCT OPENING x x METAL DECK 42 x 21 5 i x x x 42 DUCTWORK ACCESS - SEE STRUCTURAL AND MECHANICAL DRAWINGS 33 4 ZS 50 xX x x 12'-4" A.F.F. 43 R-13 BATT INSULATION At FRAMING - Mks G90 AT 4 OG. 16 j 28 0 I 43 507 t OM OF 51 50 51 i 26 ® SIM RAINING 6" THICK CONCRETE PAVEMENT DRIVE-THRU - SEE CIVIL DRAW 51 33 i A5f is FRY REGLET CHANNEL SCREED - DCS 625 50 OR DCS 625-200 - SEE ELEVATIONS 16 i 21 41 CONCRETE CONVEYOR / CORRELATOR TRENCH - GRATES PROVIDED BY I CARWASIN EQUIPMENT VENDOR - SEE STRUCTURAL DRAWINGS FOR MORE I 16 IMFORh1,ATIGN I ° 8 3g O SHIP LADDER AND RAILING SYSTEM - SEE DETAIL I/ASe j 14 49 GROUT VOID SOLID UP TO SLAB HEIGHT i0 1-1/2" COLD ROLLED GALVANIZED C-CHANNEL At 48" OC. SUSPENDED TU - FI D IN WI I TI ° i I I i 51 1/8" GALVANIZED METAL HAT CHANNELS AT 24" O.C. ATTACHED TO C-CHAN<T1EL RUMMERS - FIELD PAINT WITH RUST PROHIBITIVE PRIMER I i I COORDINATE DIRECTION WITH VINYL PANEL INSTALLER 21 52 CONCRETE WALK - SEE CIVIL DRAWINGS I I APPROXIMATE GRADE - SEE CIVIL DRAWINGS b tt ib 54 NOT USED I I I i 33 wow 55 UNISTRUT HUNG FROM JOIST EQUALLY SPACED IN TUNNEL R iROOM 56 PROVIDE SMOOTH BREAK METAL THRESHOLD - SEE DOOR SCHEDULE 101 101 i 105A i i 51 HSS OUTLOOKER - SEE STRUCTURAL DRAWINGS 0 I I 21 i i C SIM G °�'�Q A5f A5f Nome 464-Al all A.F.F. i i 3'-6" AFF. _..__._W_... ......_� 3,_6n A.F.F.L ___..... ......_......_........ ............ 1. PROVIDE FRY REGLET CHANNEL SCREED DCS 625 50 AT AL ..,,..,... TOP OF i i TOP OF ' ' TOP OF MASONRY WALLS AND PC$ 15 50 AT ALL CEMENT PLASTER REVEAL 21 I I REVEAL ' �° ' REVEAL CEILINGS f 2. REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL I I 14 ' ' INFORMATION. I I 24 52 ' f ' 3. IN WASH TUNNEL ADJACENT TO CONDITIONED AREAS. BEFORE E. i r ' 0,-0" FF.E. INSTALLING PANELS APPLY ENERSHEILD-HP TO WALLS TO 12" ABOVE i 45 24 15 24 49 r TOP OF SLAB FLOOR SLAB. APPLY MASONRY PRIMER/SEALER TO REMAINING WALL TOP OF SLAB+ AREAS TO UNDERSIDE OF ROOF DECK I I 53 I ....... z ........ .. ..... 45 ° 0'-0" FF.E. "VARIES" TOP OF SLAB 53 _, d _ d TUNNEL j�� ��( TOP OF TUNNEL TOP OF TUNNEL , _ ,� / !* ,ws r /: \ \h� ♦ \ d "VARIES" ,e TOP OF i•,'my O'L,At SLAB (SEE — - `� . 1r! / : s %'/' l /% // /✓i:. r STRUCTURAL) SLAB (SEE SLAB (SEE n/ >i w� S CTU ) STRUCTURAL) <Q >;/•, / TRU RAL r` r' ,d e f d e ♦ d e d „ , a' , p „v 11 . :..... ., .,,. . , .... .<.,, r. � ,. °..,. , ., , r ., .:.. ',. : , f .. x r ,!\ ,., ,. , ., ,,`�, �.r .S:.xr +4f',. srr:Ai %' .,...: .. rC> . 9'f"n. '`tea>`u.��'Fo, i r. ...i.., .+i ❑ SCALES 1/2" I'—011 Q) a V-0" SCALES 1/2" C V-0" ALES 1/Fit _101 I'll ��+ REMSIONS By C�llli 011l�t24.22 6 i i r d. CO u CO v m N � 1� 0 Q O t O N c [ U x ti _ Y N p ro N .C. U p M O d 1f) • N > Q U 3ti 3 A 0O ti tia r N m f, v 9 R O.• ' v V\ m CD : d -? T r) O' s c /Lu�� W • U Z w r0 0 _ o o ® C/) U_ R. N U) O ti 0 !" C Q M >. M Q 0 U cn °� c v � 0 ° Z > o m m Qr a U- a 0 N m Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: GNIII Job: 21-082 Sheet A5c 14'-0" AFF. TOP OF MASONRY 12'-4" AFF. BOTTOM OF IV TRiM S'-2" A.F.F. BOTTOM OF LINTEL 14'-0" AFF. TOP OF MASONRY 12'-4" A.F.F. BOTTOM OF TRIM S'-2" APP. TOP OF MASONRY OPENING V-4" AFF. Al ........... BOTTOM OF MASONRY OPENING 0'-0" FF.E. TOP OF SLAB ram. Cod 23'-4" A.F.F. MOTT. OF LINTEL 20'-0" AF.F. BOTT. OF OPENING i6'-8 1/2" APP. JOIST BEARING V-2" AFF. ........... BOTTOM OF LINTEL 0'-0" PPE. TOP OF SLAB "VARIES" TOP OF TUNNEL SLAB (SEE STRUCTURAL) SLQPE • OVERSIU ELD SINGLE PLY TPO ROOFIWz MEMBRANE OVER 3-1/2" MINIMUM ISOBOARD INSULATION OVER METAL ROOF DECK GSINGLE PLY TPO ROOFING MEMBRANE TO RUN OVER 4" CANT STRIP, UP AND OVER PARAPET WALL UNDER COPW_= CONTINUOUS 4" CANT STRIP r(4 STEEL BAR JOISTS WITH RUST INHIBITIVE PRIMER - SEE STRUCTURAL DRAWINGS OMETAL ROOF DECK - PROVIDE RUST PROW151TIVE PRIMER - SEE STRUCTURAL DRAWINGS ab 3-1/2" MINIMUM ISOBOARD INSULATION 1/8" SMOOTH STUCCO OVER PAPER -BACK MTL LATH APPLY ENERSHIELD-HP, VAPOR BARRIER TO PLYWOOD SHEATHING OLAY-iN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILiNG HEIGHTS QE.ir-S TRiM - SEE PROFILES ON SHEET A5S i0 HOLLOW METAL. DOOR AND FRAME - SEE DOOR SCHEDULE i1 ALUMINUM STOREFRONT DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR SCHEDULE 12 METAL STUD FRAMING - SEE STRUCTURAL DRAWINGS 13 1/2" CD GYPSUM WALL BOARD 311/2" GYPSUM WALL BOARD OVER 1 x 3 FURRING STRIPS AT ib" O.C. OVER P RIGID INSULATION GYP. 15D. TO STOP 4" ABOVE CEILING. FURRING STRIPS AND INSULATION TO RUN TO BOTTOM OF DECK 15 REINFORCED CONCRETE SLAB ON GRADE - SEE STRUCTURAL DRAWINGS 16 8" MASONRY WALL SYSTEM - SEE STRUCTURAL DRAWINGS G (R£PER TO FLOOR PLAN FOR LOCATION WHERE WALL IS TO RECEIVE FINISHED GYP. BD. WALLS - WHERE FINISHES ARE NOT SHOWN, CMU IS TO BE FLUSH STRUCK / FLOATED AND PAINTED - TYP.) ii REINFORCED CONCRETE FOUNDATION SYSTEM - SEE STRUCTURAL G DRAWINGS 26'-8" AFF. ig SNAP -CLAD ALUMINUM STANDING SEAM METAL ROOFING SYSTEM JOiST BEARING OVER "iCE AND WATER SHIELD" OVER 5/S" EXTERIOR GRADE PLYWOOD SHEATHING 25'-4" APP. 19 STEEL BEAM - SEE STRUCTURAL DRAWINGS BOTTOM OF 20 LiG4T FIXTURE - SEE ELECTRICAL DRAWINGS FRAMING 21 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL DRAWINGS 2a STUCCO FINISH PIER BEYOND - SEE EXTERIOR ELEVATIONS 23 10-MIL VAPOR BARRIER UNDER SLAB 24 1/2" EXPANSION JOINT 25 EQUIPMENT - REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL INFORMATION 26 1/8" STUCCO OVER HIGH RIBBED STRUCTURAL METAL LATH 21'-4" A.F.F. rL 2"f 5/8" SMOOTH SAND FLOAT FINISH STUCCO ON CMU JOIST SEARING 28 CEILING AND WALL VINYL PANELS BY CARWASH EQUIPMENT VENDOR - SEE GENERAL NOTE +3 FOR MOISTURE PROTECTION DETAILS 28 CONTNNOUS FLASHING AS REQUIRED ALUMINUM COLLECTOR HEAD AND DOWNSPOUT - SEE ROOF PLAN AND EXTERIOR ELEVATIONS A5f 31 OVERHEAD ROLL -UP DOOR HEAD PLATE - SEE FLOOR PLAN AND DOOR SCHEDULE 32 FRY RIGLET TERMINATION BAR - BAR HEIGHT TO BE S" MINIMUM G ABOVE CANT STRIP 33 HORIZONTAL REINFORCING AT i6" O.C. - SEE STRUCTURAL DRAWINGS APPROXIMATE LOCATION FOR FUTURE SIGNAGE - SEE ELEVATIONS AND COORDINATE WITH SIGNAGE VENDOR FOR EXACT LOCATION 16'-8" AFF. TOP OF 35 K0. BLOCK - SEE STRUCTURAL DRAWINGS MA SEARING 36 8" PRE -CAST CONCk�TE LINTEL - SEE STRUCTURAL DRAWINGS JOIST3"f ALUMM" METAL PARAPET COPING - SEE ELEVATIONS FOR COLOR 15'-0" AFF. 3g 4" VINYL COVE BASE - TYPICAL WHERE WALLS HAVE FINISHED GYP. BD. ® BOTTOM OF 39 1/2 " EXTERIOR GRADE PLYWOOD SHEATHING TRIM CONTINUOUS STEEL ANGLE - SEE STRUCTURAL DRAWINGS 41 I" RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE OF METAL DECK 42 DUCTWORK ACCESS - SEE STRUCTURAL AND MECHANICAL DRAWINGS 43 R-IS BATT INSULATION AT FRAMING 44 S EL AT L G50 AT 4" O C. 6" THICK CONCRETE PAVEMENT DRiVE-THRUJ - SEE CIVIL DRAW PRY i EGLET CHANNEL SCREED - DCS 625 50 OR DC.$ 625-200 - SEE ELEVA 4"t CONiCRETE CONVEYOR / CORRELATOR TRENCH - GRATES PROVIDED BY CARWASH EQUIPMENT VENDOR - SEE STRUCTURAL DRAWINGS FOR MORE i0'-0" APP. INFORMATION TOP OF GRATE 48 SHIP LADDER AND RAILING SYSTEM - SEE DETAIL 1/A5e 9'-5 SfSt" AFF. 49 GROUT VOID SOLID UP TO SLAB HEIGHT TOP OF SEAM f 0 1-1/2" COLD ROLLED GALVANIZED C-CHANNEL AT 48" O.C. SUSPENDED JOIST SEARING R 51 i/S" GALVANIZED METAL HAT CHANNELS AT 24" OZ. ATTACHED TO C-CHAIR L RUNNERS - FiELD PAINT WITH RUST PROHIBITIVE PRIMER. COORDINATE DIRECTION WITH VINYL PANEL INSTALLER 52 CONCRETE WALK - SEE CiViL DRAWINGS 53 APPROXIMATE GRADE - SEE CIVIL DRAWINGS 54 NOT USED 55 UNISTRUT HUNG FROM JOIST EQUALLY SPACED N TUNNEL 56 PROVIDE SMOOTH BREAK METAL THRESHOLD - SEE DOOR SCHEDULE 5i HSS OUTLOOKER - SEE STRUCTURAL DRAWINGS 3'-6" AFF. .... ................ ...... ....__........ ......................... ......._ TOP OF REVEAL 1, PROVIDE FRY REGLET CHANNEL SCREED DC-5 625 50 AT ALL MASONRY WALLS AND PCS 15 50 AT ALL CEMENT PLASTER CEILINGS 2. REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL INFORMATION. 3. IN WASH TUNNEL ADJACENT TO CONDITIONED AREAS. BEFORE INSTALLING PANELS APPLY ENERSHEILD-HP TO WALLS TO 12" ABOVE FLOOR SLAB. APPLY MASONRY PRIMER/SEALER TO REMAiNM WALL AREAS TO UNDERSIDE OF ROOF DECK 0'-0" Fr-.E. TOP tJF SLAB 11-U� us�IIYYY� REVISIONS By © III �MF!`24.22 M ^�F� i c 00 co * m"D 0 . 0 _Q o N d Lam- U N N p b Y CR ~ a .� o p U S cC L'"7 cad CV t Q a, 00 a A � N P'7 l� &$ I i y , ` I I� • 1 �� �d 0: v co v; 6 0 LL. :p U w o 0 s� O � � > ~ C N o V ..0 N O ti !` T O 1 a. M m L+- O U vi C O = N 0 ° Z > o rn m LL_ ® N Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr. AC Drawn: GNIII Job: 21-082 Sheet A5d '�� _a ACCESS j LADDER TO I ROOF ° TOWER RETURN RAILING TO WALL • ;CJ 8" MASONRY WALL - SEE STRUCTURAL DRAWINGS -' HANDRAIL 3!4" PRESSURE Q TREATED PLYWOOD ." ' `' I FLOOR SHEATHING HANDRAIL _ !!k --- —----- —� /:' ctl j I %t°' METAL DECKING F- - 1 1 1 1® 0 Fr_E. TOP OF DRIP EDGE OF LOWER MTL STEEL BEAM FRAMED ROOF STRUCTURE \ I I 1"x3" ALUMINUM BREAK I METAL a 10 FT. LONG PREFINISHED WHITE - USE STEEL COLUMN, TPO COMPATIBLE CAULK TO BEYOND ADHERE TO TPO ROOFING LOBBY ENTRY STOREFRONT AND AT WALL DOOR BELOW -SEE FLOOR PLAN ROOF ACCESS i EDGE OF WALL �I I ' LADDER WIDTH KNEE BRACE -SEE `' - ----- STRUCTURAL TYP I I ul I I 'f" MIN 0 j " z f I LOW ROOF: I SPACING ENTRY) SCALE. 1/2" II-0" I GALVANIZED TREADS - EQUALLY I I I ❑ SPACED AT ti 13-1/2i1 MAXI113 MUM SINGLE PLY ROOFING MEMBRANE - EXTEND ON PARAPET UP AND UNDER REGLEt E i I : {� ❑ .<`3,'. - LIJ ^ FLOOR SLAB - C1i SEE 1/2" EXTERIOR GRADE PLYWOOD i I Ll O STRUCTURAL SHEATHING WITH SHIM - TYPICAL r I I ° Q �1 - TYP I i -3 H ❑ DRAWINGS SINGLE PLY ROOFING MEMBRANE F.F.E. OF B A I"x3" ALUMINUM BREAK 1 _...... j U A I P L B METAL ANGLE * 10 FT. LONG I O a' a TO - P'REFINISHED WHITE - USE L----J 1 11411 SQUARE RUNG a ail II TPO COMPATIBLE CAULK TO ° -i CORFarGATED ALUMINUM ij h ADHERE TO TPO ROOFING 4 AND AT WALL ° � ii 11 i" (FURTHEST FROM LOBBY DOOR) L ,, 21' X 1/411 ALUMINUM ❑ WALL BRACKET-TYP 311 CAT WALL ABOVE LOBBY DOOR) I I ---- ------ -- <_ —_ _� I 311 X 1 3/411 X 1/811 THK - SQUARE TUBING ❑ --------------- i = t---------------------------------------------------------------- ALUMINUM STRINGER X ° X' X 1 �, 1 X 1� � w I--- ---- ..................... ... I X X x SET IN ADHESIVE NT y- ------ ----------------------------------------------------------- ALUMINUM HOPING FOR MORE INFORMATION FROELEVATION 61DE ELEVATION SEE DETAIL B/Aag 1 I I 1 -1 ---- -------------------------- -; x x x®. 1 I X a 1'-01/411 II j X X 11 x 1 II 1 11.................:.......:..._...__:..., .......... 1 11 O = � 1 N E 3/411 PRESSURE TREATED I _ PLYWOOD FLOOR CORRUGATED tiQ SHEATHING SURFACE 4 SIDES _ ,qX 1 )J" METAL DECKING n� D LECt TAIL MAIL � SCALE: N.T.B. SCALE: 1-1/2i1 - I' -Oil OIL101-01, F.F.E. TOP OF SLAB ___ .__....._..... I I I I I ii ------ --- ------------- I 1 i 1 i I 1 1 1 i 1 1 1 i t _ i 1 (ti 1 STEEL BEAM i I i I 1 1 1 1 KNEE BRACE - SEE STRUCTURAL STEEL COLUMN, 11811 HANDRAIL I BEYOND u S AIL 8 SAFETY ENDCAP SCALE: KT,S. ' d GALVANIZED TREADS - lu EQUALLY SPACED AT S-1/2" MAXIMUM LADDER GATE z 211 X 1/411 ALUMINUM FLAT BAR-TYP VARIES LADDER STRINGER 1 1 FLOOR SLAB - SEE OIL0'-0" FFE. j STRUCTURAL DRAWINGS TOP OF SLAB d-,A&" HOLE THRU-TYP B ` FOR 03/8" HARDWARE I: I p 11 ------ --------- li h � I SEE RUNG DETAIL ABOVE L........ ..... -- ......— __ .._ _.........� RUNG ASSEMBLY SPECIFY 1811 OR 244 SECTION DETAIL A NOTE SCALE: N.T.S.SHIP LADDER AND HANDRAIL TO BE PRE-ENGINEERED BY OTHERS SCALE: 1/2">_ ,1_TII LADDER TAIL � ROOF 88 ' K/ SCALE- 1L 1 _®' DETAIL -- -- - _ - - -I AL I.1. I:,. t.I, ,l[,I ." A.I JA.I.lJIRIY .I 611'.I1lal 11011.-�1— REVISIONS BY �# 24.22 C�d+llll u N C T 0J ti U Yx�Y v 4 CD c_6 CJ `d Z ti 110 0 ►_._� F ti �a N » O.' co O `vo _J uJ O • o Q r z 00 0 s� � � d N oU �7 co O L 4 ® 1 c <C M LO - ® Q = U O -j �' v N m a.. G. Q Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: GNIII Jab: 21-082 Sheet A15e o I it �. C_ STOREFRONT DOOR SYSTEM BY IIYK IE H "" 'vYPSUM .BOARD �L STUDS AT 1611 ,ANT ,..��OW METAL DOOR FRAME :�N JOINT EWALK I I I I i I I I I ' TANK ST E I i Q i GAR WASH TUNNEL CONCRETE SLAB SEE FOUNDATION j i i PERIMETER EDGE PLAN ` I GASKETING - BY ELIASON _ 1/2" ISOLATION JOINT - TOP OP SLAB IN FOUNDATION PLAN EXPANSION ANCHOR - ROLL -UP DOOR 1/2" GYPSUM WALLBOARD P RIGID INSULATION 8" CONCRETE LINTEL - SEE STRUCTURAL DRAWINGS I x 3 EXTERIOR a 5/5" SMOOTH SAND FLOAT STUCCO FINISH 8" CONCRETE BLOCK a - VINYL PANELS BY CARWASH EQUIPMENT VENDOR ROLL -UP DOOR INTERIOR GUIDE ANGLES • d d 5/8" SMOOTH SAND a ®'' FLOAT STUCCO a FINISH 4' ` - SEALANT . d d o .040 MiL ALUM d • d RAIN DEFLECTOR a' AT EXPOSED LOCATIONS .•a EXTERIOR INTERIOR � I L__ - i- -- i _ -- 11 SEALANT j --- i SEALANT I i PROVIDE GWB I !1L i HOLLOW METAL FINISH WHERE j 0 DOOR FRAME SPECIFIED PER I p I PLAN LJ DETAIL SCALE: 3" C V-0" 5/811 SMOOTH SAND FLOAT STUCCO FINISH SEALANT 8" CONCRETE EXTERIOR BLOCK - HOLLOW METAL DOOR FRAME r------- ° OQQR 4 3 ! ! � I ! 4 ! I I G I I i i i LJ RIGIDPROVIDE GWIB I WRENN FINISH WHERE NUNN- PLAN SEALANT INSULATION PURRING 1/21, GYPSUM WALL50AFZD INTERIOR i I I I I I I I ALUMINUM THRESHOLD SEE DOOR SCHEDULE i� i EXTERIOR i I O I X CONCRETE SLAB - I SEE FOUNDATION i ! I - 1/2" ISOLATION JOINT PLANTOP I I OF SIDEWALK ETAIL CXAO~�M THRESHOLD DETAIL AT CAR WASH TUNNEL 101 u^1 LOW "TAL 0 SCALE: 3" = V-0" SCALE. 3" a V,THRESHOLD OE A B C STOREFRONT HOLLOW METAL HOLLOW METAL DOOR DOOR DOOR D E F OVERHEAD ELIASON DUAL SOLID CORE ROLL -UP SWINGING DOOR WOOD DOOR DOOR ALUMINUM STOREFRONT HOLLOW SYSTEM FRAME METAL FRAME "T" TEMPERED SAFETY GLAZING IN CMU WALL 121 HOLLOW METAL DOOR FRAME iN METAL STUD WALL DOOR v�MULE DOOR FRAME NO. TYPE HARDWARE REMARKS NGL SiZE MATERIAL FIN. F.R. MAT. FIN. TYPE Iola D I6'-0% X 12'-0" In ALUM. FAC -- -- -- -- -- 1, 5 Iola lolb D 14'-011w X 12'-0" h ALUM. FAC -- -- -- -- -- 1,5 101b 102 A 31-011 X at-oll AL. / GL AN -- AL AN A i i, 2, 9 102 103 F V-011 X 1'-011 X 1 3/4f1 SCU1D PNT -- HM PNT D 6 -- 103 104 B 31-011 X S'-Oi' HM PNT -- HM PNT B 2 -- 104 105a F 31-011 X S'-o11 S.CAUD. F'NT -- HM PNT B 3 -- 105a 106 B V-011 X 81-011 HM PNT -- HM PNT B 4 -- 106 101 B 31-011 X S'-011 1-IM PNT -- HM PNT B 4 -- 101 108a C (PAIR) V-011 X V-0 HM PNT -- HM PNT B 5 3,4 108a I08b E V-011 X V-011 SS FAC -- FAC PAC -- 1 6 loob 109 NOT USED i09 109A B 2'-411 X 3'-o° HM PNT -- HM PNT B S S 1o9A i. SLAT COLOR TO BE CLEAR ANODIZED ALUMINUM TO MATCH WINDOW SYSTEMS. ALL STEEL CHANNELS AND COMPONENTS TO BE POWDER COATED OR STAINLESS STEEL. 2. ALL STOREFRONT DOOR SYSTEMS TO BE YKK 35D NON -IMPACT RATED APPROVAL " FL 12S922 OR EQUAL 3. HOLLOW METAL DOOR FLORIDA PRODUCT APPROVAL* FL 11531.1 VI E MECHANIC LOU R A O D FOR US WITH THE D F ORi A DUCT A OVAL 5. 5. OVERHEAD ROLL -UP DOOR BY COOKSON COMPANY, INC - MODEL E5010 - FLORIDA PRODUCT APPROVAL qFL11421.6 ALL STEEL COMPONENTS SHALL HAVE GRAY POWDER GUARD MAX POWDER COAT FINISH, EXTERIOR SLAT 22 GUAGE GALVENIZED STEEL, FINISH TO BE ATMOSHEILD POWDER COATING SYSTEM. (COLOR OF ATMOSHiELD PLATINUM). BOTTOM $AR GALVENIZED STEEL. MANUAL CHAIN HOIST OPERATION WITH CHAIN KEEPER LOCKS. 6. SCG-3 STAINLESS STEEL ELIASON TRAFFIC DOOR WiTH VISION PANEL - PROVIDE SEAL AROUND DOOR TO PREVENT WATER FROM BEING BLOWN INTO FROM TUNNEL INTO EQUIPMENT ROOM. 1. DOOR PART OF PARTITION WALL SYSTEM BY VENDOR 8. PROVIDE BREAK METAL DOOR THRESHOLD AT ACCESS DOOR - PAINT TO MATCH ADJACENT WALL COLOR 9. STOREFRONT FRAME SYSTEM TO BE YKK YES 45 FI APPROVAL * FL 129262 OR EQUIVALENT i4AIQDWAW 195KC064HVEDULE L AIQSMM= L _ _ 3. STORE LOCK SET I. mi Bi w (1 1/2) PR BUTT HINGES (1) DEAD LOCK WITH ADA-THUMB TURN (4) STANDARD BUTT HINGES (1) STOREROOM LOCK ON INTERIOR - KEYED ON INSIDE - 4 1/211 x 4 1/2" (1) DOOR STOP AS REQUIRED REMAINDER OF HARDWARE BY (1) STANDARD HOOKBOLT DOOR MANUFACTURER LOANDA 4 EMIC SET 8. $TOREROOh'i LOQKM (1) STANDARD CYLINDER WITH (I I/2) PR BUTT HINGES INTERCHANGEABLE 0 J) PR BUTT HINGES CYLINDER CORE - KEYED (1) PANIC BAR W/ STOREROOM (1) STOREROOM LOCK ON INSIDE AND OUTSIDE FUNCTION (1) THRESHOLD (1) 1" DIAM. PULL / PUSH BAR - (1) AUTO CLOSER (1) WEATHER STRIPPING H-1104 (1) THRESHOLD (1) DOOR STOP AS REQUIRED (U CONCEALED OVERHEAD (I) DOOR STOP AS REQUIRED CLOSER (1) WEATHER STRIPPING (1) DOOR STOP AS REQUIRED 5.PANIC W1 (EAR) (1) WEATHER-STRIPPING (3) PR BUTT HINGES (1) DOOR SWEEP (2) PANIC BAR W/ TOP AND BOTTOM RODS I'�:I�rp4Cr SEt (2) AUTO CLOSER . (2) DOOR STOP AS REQUIRED (i 1l2) PR BUTT HINGES (1) THRESHOLD (1) DEADBOLT WITH (1) WEATHER-STRIPPING INTERCHANGEABLE CYLINDER CORE - KEYED BOTH SIDES b.L T (1) PRIVACY SET W OCCUPANCY INDICATOR (1 i/2) PAIR BUTT HINGES (1) DOOR STOP AS REQUIRED (i) LOCK SET (1) AUTO CLOSER (1) DOOR STOP AS REQUIRED HARDWARE 13i- Ci IC14TION3 04580POMY. HINGES : CAL -ROYAL - U626D - 5531xUS26;T5H31xUS26 AL ALUMINUM CLOSER : LCN - US26D - I460/1441 AN ANODIZED FINISH WALL STOP : CAL -ROYAL - U8260 - CONW1542 FAC FACTORY FINISH FLOOR STOP : CAL -ROYAL - U6260 - DSHPiS FBGL FIBERGLASS PASSAGE SET : SCHLAGE - US26D - SATURN AL10S GL GLASS PRIVACY SET : SCHLAGE - US26D - SATURN AL406 HCWD HOLLOW CORE WOOD LOCK SET : SCHLAGE - U5290 - SATURN AL50PD HM HOLLOW METAL SINGLE DUMMY TRIM : SCHLAGE - U8260 - SATURN AL110 MDF MEDIUM DENSITY P15ER50A STOREROOM LOCK : SCHLAGE - US26D - SATURN AL80PD MTL METAL CLASSROOM LOCK : SCHLAGE - U526D - SATURN AL10P0 PNT PAINT THRESHOLD : PEMKO - ALUM - 210A or 110A 646 STAINED ; SEALED DOOR SWEEP : F1 0 - ALUM - 315CN SCWD SOLID CORE WOOD PULL HANDLE : DON-JO - U5260 - 1114 STL STAINLESS STEEL KICK PLATE : DON-JO - ALUM - JI02 WD WOOD PANIC DEVICE : MONARCH - MAL - ISIOLDANE WVC WOOD VINYL CLAD WC WOOD COMPOSITE NEI"L DOOR MOTES 1. ALL DOORS/DOOR OPENINGS SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE / NFPA 101 LIFE SAFETY CODE 12.12 WIDTH 12.1.4 SWING AND FORCE TO OPEN 12.15 LOCKS AND LATCHES AND ALARM DEVICES 12.1.6 SPECIAL LOCKING ARRANGEMENTS 12.1.1 PANIC HARDWARE AND FIRE EXIT DEVICES 12.10 SELF CLOSING DEVICES. 2. ALL DOOR HANDLES SHALL BE LEVER TYPE MEETING A.D.A. REQUIREMENTS. 3. ALL INTERIOR DOOR HANDLES SHALL BE SCHLAGE "AL11 SERIES "SATURN". 4. ALL DOORS WiTH AUTO CLOSERS SHALL HAVE BALL BEARING TYPE HINGES. 5. ALL EXTERIOR DOORS SHALL HAVE 32D FINISH HINGES, 6. ALL EXTERIOR DOORS SHALL HAVE WEATHER STRIPING. 1. ALL INTERIOR DOORS SHALL BE PAINT GRADE BIRCH VENEER. 8. PROVIDE SEPARATOR OR TRANSITIONAL THRESHOLD AS REQUIRED BETWEEN DIFFERENT FLOOR FINISHES. e. DOOR CLOSER SHALL BE INSTALLED SUCH THAT THE SWEEP PERIOD OF: THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF -10', THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES (16MM) FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR 10, THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN AN EXTERIOR DOOR SHALL NOT EXCEED S5L5F (315N). II. THE MAXIMUM FORCE FOR PUSHING OR PULLING AN INTERIOR DOOR SHALL BE 51bf (222N). 12, SUBMIT HARDWARE SCHEDULE AND REVIEW WITH ARCHITECT PRIOR TO PLACING ORDER (4 COPIES). 13. ALL EXTERIOR DOOR FRAMES SHALL BE PRE -WIRED FOR TENANT PROVIDED ALARM SYSTEM - EXTEND CONDUIT TO 131-0" A.F.F. roue®- RMSIONS By C�tlll 024.22 rb „ v 00 cJi cDD co �? IV C\1 t~ (� • " o ao v N f-- U xti m o ®f N r U ®� N Cd °O 3 ox� . p o ti N c+'J 1; s � W fx.:. o 00 U. J • LL( o a I a cr • U Z N al a- U) a� U .-3 a, 4) co O 0 '_'nn V8 _ C < C) � m 0:: 3M.� Q U C 'D O ® Z > o fA m a m a U- ® a N Q m Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: GNIII Job: 21-082 Sheet A6a Wiw.Dow SCHEDULE all CONCRETE BLOCK A FLORIDA PRODUCT PRODUCT TYPE SIZE MANUFACTURER DESIGNATION APPROVAL NUMBER T < A 10-0" x *-1011 YKK YES 45 PI - TINTED GLASS FL 12926.2 6'-411 x V-511 FRUSKIN COMPANY HORIZONTAL BLADE LOUVER FL 2182114 a" CONCRETE LINTEL - SEE STRUCTURAL DRAWINGS 5/6" SMOOTH, SAND FLOAT STUCCO P RIGID INSUL. FINISH a. I x 3 FURRING ® " EXTERIOR STRIPS 16 O-C, }6" Gyp. 5D. STAINLESS STEEL FLASPIW% GENEI"L WINDOW NOTES INTERIOR] BACKER ROD 4 SEALANT I. REFER TO MAUFACTURIER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS. BACKER ROD 4 SEALANT ALIGN WINDOW FRAME WITH OUTSIDE EDGE OF MASONRY 2. ALL EXTERIOR STOREFRONT WINDOW SYSTEMS ARE TO BE NON -IMPACT RATED INSULATED GLAZING WITH SEALANT T G D ASS OR OBSCURE GLASS - SEE WINDOW SCHEDULE. STOREFRONT WINDOW Y2" SHIM SYSTEM BY "YKK', - 3. ALL EXTERIOR STOREFRONT WINDOW AND LOUVER SYSTEMS TO HAVE CLEAR ANODIZED FINISH. SEE WINDOW SCHEDULE 4. PRIOR TO INSTALLATION, SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL 5. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION ro. MECHANICAL HORIZONTAL BLADE LOUVER TO BE PAINTED / MATCH WALL COLOR - TYPICAL In % UJINnOw SYSTEM "EAD DETAIL 1. STOREFRONT WINDOW FRAME TO ALIGN WITH OUTSIDE OF MASONRY -PROVIDE FLASHING AND CAULK 101 SCALE: 3" V-0" AROUND WINDOWS - TYPICAL. SEALANT 5/6" SMOOTH SAND FLOAT _ STUCCO FINISH ALIGN WINDOW FRAME WITH OUT -SIDE EDGE OF MASONRY W 6" CONCRETE BLOCK EXTERIOR J STOREFRONT WINDOW SYSTEM BY "YKK" - SEE WINDOW SCHEDULE ------ ------ - .............. ---------- - ------ T -------------- bb Ea EQ. EQ. Tl) liL T 61 cit REVISIONS By 02.24.22 GNIII 00 t.0 "zr C\J CO to 0 t.— v cc r__ C'J C" 0 Lo 'cc f: o Go 0 C' Cn ............ . .......... 00 CD or L) 00 C14 C> C) 0 0 0— m ILL. 0 C/i 0 m 0 > m (L ILL. (D z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: GN111 Job: 21-082 Sheet A 6b �01 INTERIC)'m ELEVATIC-N. ,. NOTES: • ALL SHELVING AND HARDWARE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR • GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING FOR ALL SHELVING IN OFFICE r ♦r tELRFAig I WHITE MEL< SHELVES W BRACKETS STANDARD m IIF:J WHITE MELAMINE SHELVES W/ BRACKETS ON STANDARDS TYP. �JR DESKTOP # - BACKSPLASH w/ - PLAM FINISH _1 _ 1 1/2" PINE .L NOSING «.i..l. DRAWERS - ANGLED PLYWOOD /I ♦ .may. A r WALL MOUNTED TV �4 i (BY OWNER) 0 s 4" BACKSPLASH FINISHED END PANEL N WALL BASE - SEE FINISH SCHEDULE — POINT -OF -USE ELECTRIC WATER HEATER - SEE PLUMBING DRAWINGS wintu Oil mza K y WHITE MELAMINE SHELVES W/ BRACKETS ON STANDARDS TYP. -0" SCRIBE EDGE OF STUD ............... WALL BEHIND l MOP SINK :• MICRO ;_ .. _ _..... , ... - _...._... , IFRP TO V -0" APP. ON WALL Ol4 r ... .... ,. .. ....... " ' UNDER i '<: • `• HOSE BEBB r i COUNTER .. ... ..... SEE PLUMBEI-S - R1eFRIG. DRAWINGS TENANT) 4 , MOP SINK -SEE PLUMBING DRAWINGS 5 $ POINT -OF -USE WALL BASF A� ELECTRIC WATER SEE FINISH HEATER SEE SCHEDULE " r- ��/ PLUMBING DRAWINGS 31_/AE3 K%// ryl_'}il 66 .J ^1i-ary511 ./ !G/ 31_011 31-/Ail X/ 31_/rli fG/ 71 .0%I1 211 1m.i 211 in. nil WALL BASE - 1 1/2" PINE SEE FINISH NOSING — SCHEDULE 3/4" PLYWOOD DESKTOP d BACKSPLASH w/ PLAM FINISH 19 I Z U O� �Z— �" '4 4 v - aQ EU u, U � W w �d) �d - ul ELEI•Y ln1 li-®11 �� L�g D41 (:(:)LNTERV&EC:T10N SCALE: 1 1/2" = I'-0" Im, W. r 0 3/4" PLYWOOD WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE FOR MORE INFORMATION (D BACK -SPLASH FINISH TO MATCH COUNTERTOP FINISH - 3" HIGH AT COUNTERS WITHOUT SNNK AND 4" HIGH AT COUNTERS WITH SINK - SEE FINISH SCHEDULE FOR MORE INFORMATION 5/8" MELAMINE WITH PLASTIC LAMINATE SURFACE - SEE FINISH 'INFORMATION SCHEDULE FOR MORE 04 5/811 THICK MELAMINE INTERIORS (BOXES) 0 5/8" THICK ADJUSTABLE MELAMINE SHELVES GLINE BORING FOR ADJUSTABLE SHELVES O3/4S1 PLYWOOD SUPPORT LEG WITH PLASTIC LAMINATE SURFACE AT LOCATIONS INDICATED ON INTERIOR ELEVATIONS V 5/61' x 41' MELAMINE 3/4f1 x 4" PLYWOOD ID 3/4" x 4" OR 3" PLYWOOD BASE 11 MICROWAVE BY TENANT 12 DROP IN SINK - SEE PLUMBING DRAWINGS 13 'IZARGON" 6036 / 6026 SLIDE SYSTEM (OR EQUAL) 0 14 5/871 THICK MELAMINE DRAWER STOCK "` 15 POINT -OF -USE ELECTRIC WATER HEATER - SEE PLUMBING PLANS 16 ADA HEIGHT SPRINGLOADED SHELF - PROVIDE BLOCKING AS REQUIRED 17 311 DIAMETER GROMMET RING - COORDINATE WITH OWNER FOR FINAI LOCATION - SEE DETAIL 9/A-Ib 18 BLACK LAMINATE TOE KICK 19 WERE CHASE AS REQUIRED 20 3/4" LAMINATED PLYWOOD LEDGER 21 I" REVEAL - BLACK 22 VINYL WALL BASE - MATCH LOBBY 2'-0" (TYP.) 0 0 n o 0 0 O 0 O O 0 0 0 5 0 n O O O 0 0 0 0 0 0 0 0 0 O O 0 0 [j o o O o 0 0 0 0 0 0 0 0 o 0 0 0 5 0 U O 0 0 0 0 0 0 j 4 o 0 0 0 0 o 0 0 0 0 5 0 0 0 — 0 c a o. . o 0 0 o n 4 � 0 0 3 6 0 0 O O 0 0 0 1 n •O. 0 0 \—®r, 0 7 _ 0 O 0 0 0 0 0 0 0 0 0 . 0 0 . 211 1. VERIFY WITH OWNER FOR GROMMET LOCATIONS. 2, ALL COUNTERTOPS TO BE PLYWOOD WITH PLASTIC LAMINATE SURFACE. 4" BACKSPLASH TO MATCH COUNTERTOP. 3, ALL COUNTERTOPS TO HAVE PLAM FINISH. WILSONART "STEEL MESH" 048IS-38 (VERIFY COLOR WITH OWNER PRIOR TO PURCHASE) 4. ALL CABINETS TO HAVE PLAM FINISH. WILSONART 111STED ZEPHYR" 04843-60 (VERIFY COLOR WITH OWNER PRIOR TO PURCHASE) 5, ALL ANGLED SUPPORTS SHALL HAVE THE SAME PLAM FINISH AS CABINETS. I. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS AND DECORATIVE CEILING DIMENSIONS 2. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL 3. ALL MELAMINE SURFACE TO BE BLACK UN.O. I REVISIONS BY 24.22 GNlll e t q02. 5 • v v' 00 u CD ♦ F? q, N w 00 N I` U N o � U t.7 ccd N LO > o 3 'Co I] ti O CqN 4 �• yy 00 LL. O I o J Lu Z 00 1_ �CD O •.—i Grr �' .may � 1 1� Rr as O s` O C Q M m 0. -� Q U =o �' 0 Z > o Lu a �+- ® , N yy W I� Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: GNII! Job: 21-082 Sheet A7 FLOOR FINISH MATERIAL 804EDULE MEZZANINE FAINT COLORS: MEZZANINE STRUCTURE: PT-01 EF-01 EPDXY COATING SHERWIN WILLIAMS TILE -CLAD HS - COLOR: SW71014 SOFTWARE GRAY MEZZANINE/STAIR RAILINGS: SW4084 SAFETY YELLOW (GLO66) WITH BLUE/BLACK/GREY/WHITE CHIPS. MEZZANINE PLYWOOD FLOOR; EP-01 CONCRETE SPACING -- - - -- ----- - ------- ----- -- ------- ------- -------- ----- -- ------- ------- ------ -------- ------- ------- - - - -- -------- ­­ - ---- - ---- ------- INTERIOR WALL FINISH MATERIAL SCA-EDULE 0 0 ----- ----- -- - -- ----- 111111 Iz COPE MATERIAL INFORMATION ............ PT-01 FAINT SHERWIN WILLIAMS SLU'1011 GRAY SCREEN MULTI -PURPOSE EPDXY I. ........ ..... FT-02 PAINT SHERWIN WILLIAMS SW 1005 PURE WHITE - SEMI -GLOSS FINISH ...................... - ... . ... ...... ........... (DOOR 4 FRAME) ....... ............... V5-01 VINYL BASE JOHNSONITE 4" VINYL COVE BASE -BURNT umpE= FW-01 FRF BOARD MARLITE, WHITE (e6) PEBBLED EMBOSSED FINISH II . ... ..... .. . . ..... .... ..... .... .. ... .. .... .. . . ... - . . . . .. .. .. . .. .it ........ . . ..... . ... . .. .... . . oWEPULE iJ z • SGS-01 ACOUSTICAL GRID- CERTAINTEED 15116" CLASSIC STA15 SYSTEM WHITE - TILE.• 2x2 NATIONAL z 4 . .. ... ... . ..... CEIL. SYSTEM GYPSUM GOLD 5OND IBRAND GRIDSTONE VINYL -FACED GYPSUM - WHITE CEILM FINISH SIC 7' . ... . ..... z .... .... .... . .. ... ..... .. .... ..... . ..... . -el, . . ......... . . ... .. ... .. . ... . . . .. G15-01 GYP, 5D. CEIL. GYPSUM BOARD CEILING: SW 1005 PURE WHITE, KNOCK DOWN TEXTURE SYSTEM .... . . . . ..... . CAR WASH TUNNEL 4 1 ROOM FINISH SCHEDULE =Ak.= WALL No. ROOM NAME FLOOR CODE CEILING CODE CODE CODE .......................... ............ ............ . ... ........... ............ d) 101 CAR WASH TUNNEL 5C-01 BY OTHERS BY OTHERS 102 LOBBY EF-01 V5_01 PT-01 SGS-01 FIT111 103 OFFICE EP-01 V5_01 FIT-01 EIGS-01 2 15 104 TOILET EP-01 V5_01 FfzP_0I G5_01 c4Nr-. Ef-01 69 105A WORKROOM EP-01 V5_01 PT-01 SGS-01 12 - — — — --- — --- — — — — — — — — — — — — -- 106 UTILITY EF-01 V5_01 PT-01 SGS-01 LOWY 1.1.10100ROOM UTIL11Y 102 10 TAW 105A 10ro ROOM 6TORAAE 101 EQUIPMENT ROOM SC-01 PT-01 101 109 108 TAW, STORAGE 5C-01 PT-01 3 roj a rej Z OPPICE 12 103 KEYED 14OMS TOILET 104 01 1 12 0 WALLS TO RECEIVE FUTURE WALL FINISH - BY OTHERS GYP. 5P. FINISHED WALL - SEE FINISH SCHEDULE (D EPDXY FLOORING - SEE FINISH SCHEDULE BROOM FINISHED SEALED CONCRETE - SEE FINISH SCHEDULE SUSPENDED -CHANNEL FRAMING FOR FUTURE CEILING, - CEILING FINISH BY OTHERS USf ENDED HAT GSTUCCO CEILING - MATCH EXTERIOR WALL COLOR - G5-01 0 OVERHEAD ROLL -UP DOOR - SEE FLOOR PLAN AND DOOR SCHEDULE 0 CONCRETE SIDEWALK - SEE ARCHITECTURAL SITE PLAN AND CIVIL DRAWINGS INTERIOR II 5 FLOOR PLAN G CONCRETE DRIVEWAY - SEE CIVIL DRAWINGS SCALE: 3116" I'-V HATCH REPRESENTS APPROXIMATE LOCATION FOR TRASH PIT - SEE STRUCTURAL DRAWINGS Il WATCH REPRESENTS APPROXIMATE LOCATION FOR CONVEYOR TRENCH - SEE STRUCTURAL DRAWING* GCMU WALL WITH FLUSH STRUCK JOINTS, PAINTED - SEE FINISH SCHEDULE 13 IN WASH TUNNEL ADJACENT TO CONDITIONED AREAS. BEFORE INSTALLING PANELS APPLY ENER-4401-D-1-11z TO WALL-5 TO 12" ABOVE FLOOR SLAB. APPLY MASONRY PRIMER/SEALER TO REMAINING WALL AREAS TO UNDERSIDE OF ROOF DECK E SEtI_TS A I LPC CH TRLIC 14 H TC A_T I (QF TILRE 841N N --SEEL 6 L I C _ _J_ _F� TSg 15 PROVIDE 3-5/S" METAL STUD WALL BEHIND MOP SINK AT EQUIPMENT ROOM - PROVIDE FRF ON WALLS ADJACENT TO MOP SINK, - SEE FLOOR PLAN FOR STUD WALL LOCATION -71 GENERAL NOTES MEMO MIT= WALL FINISHES IN F 8 OMS "o, mg," s 1. SEE Alb FOR INTERIOR ELEVATIONS or am TRO MM77 �, ­7 IMF 7 "'1 �77:, �77� ME M -E A5a AND A5b FOR EXTERIOR ELEVATION FINISHES 2. SE 7 7 3. FINISHES TO BE APPROVED BY CLIENT. G.C. TO COORDINATE. 4, APPROXIMATE LOCATIONS Or- TRENCHES AND OTHER FLOOR RECESSES ARE SHOWN 5. REFER TO SONNY'S CAR WASH DRAWINGS FOR ADDITIONAL INFORMATION. ? -PROW115ITIVE PRIMER ON ALL STRUCTURAL STEEL, JOISTS, METAL DECK AND CEILIW 6. PROVIDE 'RUST TYPICAL FRAMING WITHIN THE CARWASH AREA 1. NOT USED . . . . . . . . . . SECURITY CAMERA LOCATIONS HAYE 5EEN 0. NOT USED . . . . . . . . . . . . . 1B. ALL MELAMINE SURFACE TO BE BLACK U.N.O. UPDATED SEE ELECTRICAL DRAWINGS 0- 10. ALL COUNTERTOPS TO HAVE P.LAM. FINISH - WILSONART "STEEL MESH" 46IC3-38 (VERIFY COLOR . ..... PRIOR TO PURCHASE) WITH OWNER F P 484 ro \/E COLOR 11. ALL CABINETS TO HAVE F1.LAM. FINISH WILSONART 'TIISTI=.> OFE HYR11 3- 0 (VERIFY LO . . . . . . . . . . . . . . WITH OWNER PRIOR TO PURCHASE) 12. ANGLED SUPPORTS SHALL HAVE SAME P.LAM. FINISH AS CABINETS 4� .............. 13, VERIFY WITH OWNER FOR GROMMET i 0 i 0 1 177-1 17 WIN NO. I MR =N2,110i Iit M aim= SG § IL 66 io [SG 0=1 AIL g 12MMI, 121 G5_01 L 4 ME 12: 71 INTERIOR FINISHES C:EILIWs PLAN SCALE. 3/16" - I'-011 REVISIONS BY 02.24.m 22 (III GlAl 1�0 co 4 � CIA cy:) C.C) 00 N 10 c> 0 17 ti ZD 00 0 N CD LIL > 0 C—n 0 0 4- (n CD 0 'Ei � M :3 LL. 0 (n 0 a> a M _E[L Cx r-4 < z Scale: AS NOTED Project Mgr: AC Drawn: GNIll Job: 21-082 Sheet ID 1 z=ram' _... _............f ..... .....__. ........ _._ _. i # I i i 1 i I I !.................. I % 2" 5CH80 PVC STUBBED OUT 6" l # ABOVE CONVEYOR SHELF. \— —-------- 10'-11 JJ %INVERT FOP, PIPE -3.61' I I ?— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 3 \ -- -- 3"VTR �-�✓"' 5CH 50 PVC GENERAL NOTES I. THESE DRAWINGS ARE DIAGRAMMATIC AND SHOULD BE TREATED AS SUCH. 2. ALL DIMENSIONS AND EQUIPMENT LAYOUT 15 DONE PER THE CAR WASH EQUIPMENT DRAWINGS. 3, ALL UNDERGROUND PIPING AND EQUIPMENT SHALL BE COORDINATED WITH CAR WASH EQUIPMENT REPRESENTATIVE FOR LOCATION, 61ZE5 AND INVERTS PRIOR TO BID AND COVERING OF ANY PIPING OR EQUIPMENT. 4. ANY AND ALL QUESTIONS AS TO THE INTENT OF OR PROCEDURES SET FORTH IN THESE DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE CAR WASH EQUIPMENT REPRESENTATIVE PRIOR TO SUBMISSION OF A BID, LACK OF KNOWLEDGE OR UNDERSTANDING OF THE PLANS SHALL NOT JUSTIFY ANY CLAIMS OR ADDITIONAL COMPENSATION. 5- IT 15 THE PLUMBING CONTRACTOR AND OR GENERAL CONTRACTOR RESPONSIBILITY TO LOOK AT THE SONNY' 5UPPLIED DRAWINGS PRIOR TO BID, ANY DRAWING MARKED WITH A "GC" IN THE TITLE BLOCK 15 TO BE INSTALLED BY PLUMBING CONTRACTOR AND OR GENERAL CONTRACTOR. L __ 6" EGO f I I II_ i � I M:l 1.: -1- I /2 "v- - V - -�- ��; �.,11 -2 V € L _...__.. � `•. �', I � # r� ,f I `r45 *j - - INVERT FOR ...._.: _ �, � I � PIPE N ,-� Q.I 4 rn l l I S�-�-- .... ...................._...._.......... ;,. 2 RAIBN -4" OW—� `— ------ ---------------------- . ..... I i �`" B� PIPE -: I.I _ I........:� .. D: 2 :. F �. - WAY II 4 G WC -# \ E te i ....... ....._..-.... � FLOOR IL BZRUMMAG KLA6 #15#i!IKD##iRA-1..33..I..N KI.i OO AGO DRAIN, � .(i;iis.j..'€j.?. i #4.i.i. f<. `. ii. i ""3';I. i,i.i:"I"i'E1::,•i;::;ail:ai,:fj..l..l./lE.:: I ` . .Q.::. ' ZN1900- -2 OR EQUAL 0-1 I I I/i I TRENCH DRAI N ..... ...... ............ r`. 4" FLOOR i€ i 9 . D SINK PROVIDE AN / I f -I: i # I I F -2 D _... J �- D / .....1'•JY u i I THE UNIMAC DRAIN / /1 ) I1 ' 7 JJ 7 T7 j T 79 € "',,2 WAY LINE. / 9 —2 17 —5 2/ —7 5 —0 I 4: Ica / / } _ ! I I \\ ,:-.CONNECT To - rX I SANITARY 5 Wi R E ER. I / SEE CIVIL PLANS. 4 EGO / 611 EGO N11 .. `ti. M / 3" 5CH 50 / ?: I LANK BUSH � ? .` " a... "� may.' PVG ( / `mow I (OPTION i I I F 5GN 51 PVC ®' `, FROM RASH PIT SUCTION LINES�I I ` I I I I I lit" 5CH 5® PvG` '.101 `\ 114/2" 5CH 50 PvC OZONE RETURN SEE CIVIL DfiRAWING5 FOR 00.^°'' EXACT LOCATION OF : I I / ® �`� 4 _ _ _ _ _ _ � `,r.. _ _ � ,--. - � _ �_--- _ �-- - UNDERGROUND P�tPING, OIL # - - - -- -t` # I 1 -i I i._ INTERCEPTORS RLAIMED SEE CIVIL DRAWINGS ; I I I i I I I i € I FOR COORDINATION � �,. ._. .. -, � 1 .,_... ,. � WATER TANKS AND CONTINUATION. / �. /:. ( S-- , , I - -} t. l I ( (S 2 . o' +---..-I... c� / i f 2�1 1 I I w 1 11 000 I I I 1 1 `� `�2000 1 `_ I 12000 GAL ( L_ ' I GAL I I I I GAL `, I i; i 6" EGO 0" EGO / — # t— — — — --- — — ——. _._. _ ,,,✓ �2000 GALLON RECLAIM 2000 GALLON RECLAIM 2000 GALLON RECLAIM / I WATER LANK I WATER LANK WA t ER TANK r "® ----- - - - - - - - - - - - - - - - - - -------------.------L-------�---------------------1----~-----�----- 6" OW 5CH 50 PVC-�I-----�'' j (01, EGO 6" EGO _ i.......... � ...-...-_.�...::....._-_.ate SEE RECLAIMED TANK 5Y6TEM 150 GALLON T RAFFIG RATED OIL AND WATER SEPARATOR DETAIL ON 5HEET P6. NOTE: IT IS PLUM51NG� CONTRACTORS RESPON5I5ILITT' TO V RIF'- ALL UNDERGROUND PIPE SIZ 5, MATE-RIAL THICKN 55 AND LOCATION UJITN SONN''t',5 (CAR UJA&H EQUIPMENT 5UPPLI R) PRIOR TO INSTALLING ANC' UNDERGROUND PIPING. I F4LE 1 �1N FLOOR FLAN = SAN(TAR'` 1 REVISIONS BY Q02 24. 22 NIX YE/CHR CHMGE5 ................................... -................. ....................... ...... _........ .._............ ...... ......... ............ ........................... ................... ........ ......._.. .f, r—� 00 1-0 �L 0� o a o ti V V U G • N '• Lo G y ti ✓ a 1—�/ 4�-• N � O \FSy h. N W w ry'.xs p ppdddDDppo � ,/ �Ar o° °°°OGEiVS�►° ° °° o 0 0 0 ° PE 1417 0 ° O 4o^cb ° 0 STATEOFpu�� fjo°'j `L o[efYP �4inlVD' ° i0�1/VS �ppp oop��v�tlA� p60 GARLAND PATTERSON, P.E. FL Lic. No.: 14175 N U� ON Z 0to Z o Z h O 0_ =L:q X c°n- N N 10) N �. CTNt�9 CJ N to v°-. 'o+ N 0- 0tnwhU C G a0 t1') .- C 'Q M � Q il1LL.0 a L Z > t n t m 0- � N Q 3 m � Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: MJO Drawn: JRS Job: 21-082 Sheet p 1 ....... ............... ........... . ... ....... ....... -­------------ ............. * . ............... ..... ..... ................ ............... ................ ............... CONNECT NEW 2" COLD WATER PIPING TO COLD. ...... WATER SERVICE IN TH15 VICINITY. . .. ........ ..... ........ ........ ........ ........ ........ ........ ........ ........ ........ ...... ..... . ........ ........ ........ ........ ........ ........ ... .... ........ ........ ...... .... ... .......... IT TF 7Q, J ... . . .... ........ ... ..... ....... ........ ... ......... _-_ .. ........ ....... ­­­ .- i ...... ........ ..... ........ ...... .. ..... ....... ........ ...... .. . ........ ...... GENE F-,,4L NOTES I. PROVIDE WATER HAMMER ARRESTERS AT ALL FAST CLOSING VALVES, <FTAED NCTE5 1. 2" 5AC<FLOW f=REVENTER: REFER TO SUNNY CAR WASH FACTORY EQUIPMENT DRAWINGS FOR CONTINUATION OF THE 2" WATER PIPE AND ADDITIONAL REQUIREMENTS, EQUIPMENT WATER CONNECTIONS LOCATIONS AND SIZES. 2. 1-1/4" 5ACKF1 OW FREVENTER STACKED ABOVE THE 2" 5ACKFLOW FREVENTER, 1-1/4 COLD WATER 1=11=r= FOR HOSE 51555, WASHER AND RESTROOt*15. 3. 2" MAIN WATER SERVICE WITH A MAIN SHUT-OFF BALL VALVE. 4. ELECT RIC WATER HEATER (EWH-1) SHALL BE A 5TIE5EL EL TRON MODEL: DHC 4-3, SINGLE FPIA5E, 211 VOLTS, 4.5 KW, 11 AMPS 4 MOCf= OF 20 AMPS. FLUt-15INe FLOG fR FLAN = UJ,4TEf;,:' SCALE. .3/16" = P-011 REVISIONS BY A0124.22 mio VE/OHR CHAas — — ----------_ 00 C\] 'D 0 m '7' r--13 E u C, cD u•cl E cl-A ;,?SaL C4 ;fflm ppppppOOoopDo PE 14175 O BOO ...... 00 o coV GARLAND PATTERSON, P.E. FL Lic. No.: 14175 Ln r1) C*4 IN 1.3 cn Cq �� c Z Q 6 dam' r- A N z 0 n r cL 0 _J w m 6 LL C\1 cd C Q) co 0— 0) o- Q In 1= F" 0 Cn Ld 0 @ 0 V) V_ M - 01 co < x C _J = LL. 0 0 0 z > CL r.L ID LL. pq z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: MJO Drawn:JRS Job: 21-082 Sheet P2 4' MOL s"7 s.YNt "6 r 3 w , pecccnir_vQ CIl1F CHASEWAYS NOTES 1. SLOPE CHASEWAYS TO DRAIN INTO TRENCH 2. 90' BENDS IN CHASEWAYS SHALL BE MADE USING "SWEEP" ELBOWS OR TWO (2) 45° ELBOWS OR "SWEEP" TEE WHEN APPLICABLE. O19" BOTTOM OF PIPE. CIIASEWAY INSTALLATION DETAIL N.T.S. NO. i CHASEWAY SCHEDULE 4" PVC PIPE ROLLER UP PNEUMATIC i OB 4" PVC PIPE j FLOOR SWITCH ELECTRIC OC 4" PVC PIPE i CTA CHEMICAL DISTRIBUTION i (DD 4" PVC PIPE DRAIN �E 4" PVC PIPE TSA CHEMICAL OF 2 x 4" PVC PIPE CONVEYOR HYDRAULIC j 2 x 112" SCH80 PVC SELF PREP TO SITE PREP SOAP 1 A 00 a -n I I I I I ^I Ln CN Cl)O N ... S..E.....�...�..'_.3..�..�...E_�....r... ...... ................ ................ ................ ................ p .1 i I 3 , Y°`,. v A, ...,y,�....... <-,_ .. ��....... '�.,,_ ......... $L._.._ ........ ems- a--.� °•' .� CN CN V\ 01 LL�t-11N CHA&E FLANS Sr -ALE: 3/16" s V-013 REVISIONS BY 02. 24. 22 MJO CHASE WORDINATI , Fey �H (D CID � CO Q � °O o ti E 5 x ti u N v: co .U+ u o Q O Q p O 1�•1 4- O 0 ti c� x ul ul n� W F4 { V y t-V H Qpppppp0000TpDa)oa ��GElVg ° °o°°° ° a 00.PE 14175 o ° 4 BiATE oo c ,0.o `®Pil®opo 1` np3'/a 1AoE�1�o°°°° GARLAND PATTERSON, P.E. 1=L Lic. No.: 14175 LID n N 6 m cv Zoo' r 0) � N �$ X 0o y�oa El"N . J Q)0CmAN U N � (0 n �mw°-�'o�N 8cnw�v � O r V / m LA. V C O } L 4f m=O. Q IW v N � � 3 ® CL' z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: MJO Drawn: JRS Job: 21 —082 Sheet Fn 4 Ifl I G I 77 1 li ii I I I!i`; Ili.Jll.ii.lil ��il lil r� i:�IIJIH'II�I i�ll�ll� sill iC.l� OUT5CE Al QUI t--lENT5 NE - AL NOT 5 < "'rlD NOT) 6 ACCEPTABLE INDOOR AIR QUALITY IS ACCOMPLISHED USINCs FMC 2011: TABLE 4033JJ 1.00CUPANCY (OFFICE). a. I 'SEATS PER ARCHITECT 1 x 5 CFM PER PERSON - 5 CFI b. I6 Sa FT. x .06 C F-M/Sa FT. - 5 CFM TOTAL - 10.0 CFM 2. OCCUPANCY (RECEPTIO"AITINCs). a. 246 SQ FTJ3334 - 8 8 x 5 CFI" 1 PER PERSON - 40 CFM b. 246 Sa FT. x lab CFM/Sa FT. = 15 CPM TOTAL - 55 CFM 3.00CUPANCY (CONTROL ROOM a. 355 SQ FT. x .12 CFM/Sa FT. = 43 CFM TOTAL - 43 CFM TOTAL VENTILATION AIR REQUIRED= 108 TOTAL VENTILATION AIR SUPPLIED- 108 CFM BUILDING PRESSURE: EXHAUST AIR (INTERMITTENT) -i5 CFM OUTSIDE AIR SUPPLIED +180 CFM +105 CFM THE OTHER 2 EXHAUST PANS PULL AIR FROM EXTERIOR OF BUILDIWs AND ARE INTE I T. COORDINATE EXACT PLACEMENT OF THERMOSTATS WITH ARCHITECT AND WITH FURNISHINGS. ALL DUCTWORK SHALL HAVE A MINIMUM OF R-8 INSULATION. MECHANICAL EQUIPMENT SHALL BE MOUNTED ON THE ROOF WITH ROOF CURB, ORDER ROOF CURB WITH SLOPE TO MATCH THE ROOF 50 THE MECHANICAL EQUIPMENT 15 LEVEL. EXHAUST PAN SHALL HAVE A 26"x2b" DUCT DOWN. TRANSITION TO 34x34 IN THE DROP DOWN AND KEEP TIGHT TO THE BOTTOM OF ROOF DECK. 3. PROVIDE FULLY LOUVERED DOORS, REFER TO ARCHITECTURAL PLANS FOR EXACT INFORMATION. 4. V' ROUND OUTSIDE AIR DUCT UP TO GOOSE NECK OR ROOF CAP ON ROOF. 150 CFM OF OUTSIDE AIR. 5. 6" EXHAUST UP THRU ROOF TERMINATE WITH ROOF CAP (RC -I). 6. CIRCULATION PAN. MARKEL MODEL UHP 24-WJR. WALL MOUNTED, COATED STEEL HINGED GUARD, STEEL HUB WITH ALUMINUM BLADES. 2-6PEED,Y HP MOTOR, 120V, 23 AMP5. �IEECLANICAL FL00fR FLAN SCALE: 3/16" = 1'-0" WATT STOPPER SENSOR TYPES (NOT ALL TYPES ARE USED) 4�0 DT-300 OCCUPANCY WITH POWER PACK FOR LARGE RMS CEILING MOUNT LS-12 LIGHT LEVEL WITH POWER PACK FOR LARGE RMS CEILING MOUNT DT-2250 FOR HALL WAYS CEILING MOUNT PT-355 FOR SMALL RMS 12OV, 80OW MAX, CEILING MOUNT S, DW-100 FOR SMALL RMS 120V, 80OW MAX, WALL MOUNT POWER PACK FOR OCCUPANCY SENSOR 1/2 SWITCHED RECEPTACLE CONTROLLED BY POWER PACK/OCCUPANCY SENSOR QUAD RECEPTACLE WITH ONE RECEPTACLE 1/2 SWITCHED CONTROLLED BY POWER PACK/OCCUPANCY SENSOR LIGHTING CONTROL GENERAL NOTES- 1, LIGHTING CONTROL PANEL SHALL BE PROVIDED BY LC4D OR APPROVED EQUAL 2, REFER TO LIGHTING CONTROL DETAILS AND REQUIREMENTS ON THIS SHEET, 3, UPON INSTALLATION THE LIGHTING CONTROL PANEL TO BE PROGRAMMED BY SUPPLIER REMOTELY VIA THE ADJACENT PHONE JACK BASED ON OPERATION DIRECTIVES AND TIMES PROVIDED BY THE OWNER- 4. A PHONE JACK MUST BE PROVIDED IN CLOSE PROXIMITY TO THE PANELS, SO THAT THE JUMPER CAN SE SET TO REMOTELY PROGRAM. 5_ THE SHARING OF NEUTRALS IS STRICTLY PROHI51TED. ro. THE CONTRACTOR SHALL PROVIDE A FUNCTIONAL TEST OF THE LIGHTING CONTROL SYSTEM PER FBC ENERGY CONSERVATION SECTION 4083 SY THE MANUFACTURER'S REP PRIOR TO FINAL INSPECTION. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND AHJ THE CERTIFICATION FROM THE MANUFACTURER THE THAT THE LIGHTING CONTROL SYSTEMS HAVE BEEN TESTED TO ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURES INSTRUCTIONS. FUNCTIONAL TESTING SHALL BE IN ACCORDANCE WITH SECTIONS C4083JJ AND C408.3.12 FOR APPLICATION CONTROL TYPE_ i. THE CONTRACTOR SHALL PROVIDE DRAWINGS AND MANUALS TO THE OWNER PER FBC ENERGY CONSERVATION SECTION C405.6-4_ SECURITY SYSTEM GENERAL NOTES: 1_ CONTRACTOR TO COORDINATE THE SECURITY SYSTEM SYSTEM AND REQUIREMENTS WITH THE SECURITY SYSTEM INSTALLER AND OWNER, 2_ CONTACTOR TO PROVIDE ALL REQUIRED RACEWAYS TO SECURITY CAMERAS. COORDINATE EXACT SECURITY CAMERAS LOCATIONS, QUALITY AND REQUIREMENTS WITH SECURITY SYSTEM INSTALLER AND OWNER. LIGHTING ALLOWANCE CALCULATION 2020 FBC WATTAGE ALLOWED PER RC?Ui+1 NAME AREA SQUARE FOOT TOTAL WATTAGE ALLOWED BALLAST BALLAST/ LAMP TYPE QUAN71TY WATTAGE ACTUAL WATTAGE USED OFFICE ROOM. 77 0.93 71.61 TYPE `A' 1 40 40 EQUIPMENTROOM 3285 0.9 2956.5 TYPE`A' 11 40 440 TYPE'T/TE' 9 85 765 TYPE'T1' 10 73 730 LOBBY 168 1 168 TYPE'A' 3 40 120 RESTROOM 51 0.85 43.35 TYPE'A' 1 40 40 TOTALS 3581 3239.46 2135 COMPLIES BY 1104,46 LCD BLUE BOX NEMA 3R PANEL WITH 8 ZONE AND ELECTRONIC ASTRONOMICAL TIME CLOCK, TIME CLOCK TO BE WITH OVER -RIDE CAPABILITY 120/211V L V <t 1 4 4 .4 U U U U -1« LV CONTROL WIRING FOR S—L ZONES 1-4 (2C 'M& PER ZONE) LOW VOLTAGE DIMMERS/SWITCH FOR LIGHTING CONTROL AND OVER -RIDE CONTROL, CONSULT MFR_ (TYP) EXTERIOR BUILDING EXTERIOR LIGHTS CIRCUITS ZONE 5 LC-1 LA-2 CONTROL POWER SM I— - zi-zs REFER TO SHEET E-3 FOR LOCATION EXTERIOR 5UILDING SIGNS CIRCUITS ZONE 6 LC-2 CW-A-la SPARE LA-ro SPARE LA-4 1 SPARE NEUTRAL EXTERIOR SITE LIGHTING CIRCUITS ZONE i LC-3 SPARE SPARE CW-A-14 SPARE CW-A-12 SPARE NEUTRAL AUT Ot'Ir4T I G L IG;H " ING CONTROL DIAGRAM RAM CONTACTOR FERN (NATION& I. ADDITIONAL CONTACTOR LC-1, LC-2, LC-3 TO BE PROVIDED 5Y EC AS REQUIRED. CONTACTORS TO BE SQUARE D CLASS 51303 ENCLOSED OR EQUIVALENT (31 ELECTRICAL LIGWING 24 ` DRAWING NOTES O 1_ PROVIDE A DECORA VACANCY SENSOR BY LEVITON 005S10-IN FOR LIGHTING CONTROL IN THIS ROOM, 2_ PROVIDE A CEILING MOUNTED OCCUPANCY SENSOR FOR CONTROL OF LIGHTS IN THIS ROOM, SENSOR TO CONTROL POWER TO LINE SIDE OF LIGHT SWITCH(ES). LEVITON OSC20M SENSOR AND OSC SERIES POWER PACK_ 3. PROVIDE A FLUSH MOUNTED LIGHTING CONTROL PANEL BY LC4D nLIGHT WITH (8) ZONES. REFER TO LIGHTING CONTROL DETAIL ON THIS SHEET FOR MORE INFORMATION. 4_ PROVIDE AN UNSWITCHED CONDUCTOR FOR ALL NIGHT AND EMERGENCY/EXIT LIGHTS. 5. ROUTE HOME RUN VIA LIGHTING CONTROL PANEL (LCP)_ 6- PROVIDE A WP LOW VOLTAGE SWITCH BY LC4D_ SWITCH TO PROVIDE LIGHT CONTROL AND AFTER HOURS OVER RIDE OF THE LIGHTING CONTROL PANEL. COORDINATE EXACT LOCATION WITH OWNER i_ PROVIDE FLANGE KIT FOR RECESSED 2'X4' LIGHT IN REST ROOM_ 8. PROVIDE A THREE WAY SWITCH FOR LIGHT CONTROL. COORDINATE EXACT LOCATION WITH OWNER. 9_ PROVIDE AND INSTALL JUNCTION BOX FOR SIGNAGE. PROVIDE DISCONNECT TO SIGNAGE AND ROUTE HOMERUN VIA LIGHTING CONTROL PANEL, COORDINATE EXACT LOCATION WITH G.C. AND OWNER. 10_ PROVIDE A LIGHT LEVEL SENSOR FOR CONTROL OF DAYLIGHT LIGHTING ZONE. CONNECT PER MANUFACTURER REQUIREMENTS_ 11, PROVIDE A VC FOR SECURITY CAMERA FROM EACH CAMERA TO TTB OR AS DIRECTED BY SECURITY SYSTEM INSTALLER AND OWNER COORDINATE FINAL LOCATION AND REQUIREMENTS WITH SECURITY INSTALLER AND OWNER_ 12_ WALL MOUNTED LIGHT FIXTURE 71' TO BE MOUNTED 1'-0" LOWER THAN VINYL TUNNEL CEILING. FIELD VERIFY FINAL LOCATION WITH OWNER. f 1. REFER TO SHEET E5 FOR LIGHT FIXTURE SCHEDULE. 2. "NL" DESIGNATION INDICATES FIXTURE TO BE NIGHT LIGHT, CIRCUITED HOT FOR CONTINUOUS OPERATION. 3. INSTALL LOCK -ON DEVICE ON CIRCUIT BREAKERS FOR EMERGENCY LIGHTING AND EXIT LIGHTS TO PREVENT ACCIDENTAL TURNING OFF OF CIRCUITS, 4_ PROVIDE LIGHTING CONTROL PANEL PROGRAMMING. VERIFY LIGHTING CONTROL SET POINTS WITH OWNER. 02,24,22 ■ x t x rz A Y may.. 0 - r 2- • e i • rr '. CD 0 LO i1 •: s 0 i r • M [ 1 • a' L001 i � Scale:AS NOTED Project s• is Itll Sheet E2 • STUB -OUT CONDUIT ABOVE CEILING. PROVIDE AN INSULATED THROAT CONNECTOR AT END OF CONDUIT PROVIDE PULL WIRE FOR DATA AND PHONE TECH. I DROP CEILING 4x4x2-1/8" DEEP JUNCTION BOX `IOR WITH PLASTER RING. MOUNTING HEIGHT 16" ON CENTER 4x4x2-1/8" DEEP JUNCTION BOX WITH PLASTER RING_ MOUNTING VERIFY HEIGHT FOR TV WALL FLOOR T" I CAL CO1� UN I CATION OUTLET IDETAIL NOT TO SCALE 0 F nr ,.iywruuu _vnavv ..nf�nii>v�f .,w vv , , m a _:iE�.,.,, 1 HVAC OUI 1"-1NT D 15CONN CT AND FEELDEfR&GHEDULE UNIT ID DESCRIPTION WIRE AND CONDUIT SIZES BUS FUSED DISCONNECT VOLT PH MCA MOCP CU-1 CONDENSING UNIT 2 *6 AND 1 #10 E.G_ IN I" 60/2/50/3R 205 1 50 AHU-1 AIR HANDLING UNIT 2 04 AND 1 410 E.G- IN 1" 60/2/60 208 1 60 CF-1 CIRCULATION FAN 2 012 AND 1 012 E.G. N 1/2° HP RATED 120 i 15 (1/3HP) INTERLOCK WITH ON/OFF SWITCH DISCONENCT EF-2 EXHAUST FAN 2 *Io AND I *10 E.G. IN 1/2" INTERLOCK WITH THERMOSTAT 30/2/NF/3R 120 1 25 EWH-1 ELECTRICAL 2 m2 AND i m2 E.G. IN 1/2" HP WP DISCONNECT 1 2-1-1 1 1 20 WATER HEATER —�� � € i • ' f �% I ': r b. m.� ... T: : m E' fp , �i s. r I I ' I Q-1 _�. ___a 7N : l f [ t ........... E.............. CAR � '� TUNNE1 . � .�.. f r'i ({ L _ V_;�::;'-., ,......, `................ ............... ................ ............... ........; , ,.... .. r. �..5 E ... / ...... . .. .......... w x i � � f: s fi M �{{ o - ._. 12 ALA-1/3/512 ,m:......... yr. fl "Al.-:„i i..... HDP-24 m.� -32 EaUII~'MENT ROOM I A-31 F, t TANK STORAGE ................................ 108 LA-29 t ' 01 E SEC „ _ ICAL POWER NOTES: 0 1. PROVIDE A 30"XS'X3/4" THICK PHONE BOARD FOR COMMUNICATION SYSTEM REQUIREMENTS. PAINT WITH 2 COATS OF FIRE RETARDANT PAINT_ EXTEND 04 TO BUILDING GROUND SYSTEM. COORDINATE EXACT LOCATION WITH OWNER. Z EXTEND (2)- 3" SCHEDULE 40 PVC TELEPHONE AND CABLE TV CONDUITS WITH NYLON PULL CORDS FOR USE BY TELEPHONE AND CABLE TV SERVICE PROVIDERS. BURY THE CONDUITS AT 30" BELOW FINISHED GRADE TO THE TOP OF CONDUITS_ STUB -OUT THE TELEPHONE CONDUITS AT THE PROPERTY LINE AS DIRECTED BY SERVICE PROVIDERS, 3, PROVIDE A HALF SWITCHED RECEPTACLE CONTROLLED BY CEILING OCCUPANCY SENSOR. COORDINATE EXACT LOCATION WITH OWNER 4. COORDINATE FINAL PANELS AND EQUIPMENT LOCATIONS WITH CAR WASHER EQUIPMENT INSTALLER, G — AND OWNER. PROVIDE EQUIPMENT CLEARANCE PER NEC. 5. BUILDING MAIN SERVICE PANEL_ REFER TO RISER DIAGRAM ON SHEET E-4 FOR REQUIREMENTS. COORDINATE EXACT LOCATION WITH OWNER. 6_ PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC CONDENSING OR AIR HANDLING UNIT. REFER TO HVAC FEEDER AND DISCONNECT SCHEDULE ON THIS SHEET FOR REQUIREMENTS. COORDINATE EXACT LOCATION WITH MECHANICAL CONTACTOR- '1 PROVIDE A DISCONNECT AND FINAL CONNECTION TO HVAC EXHAUST FAN. INTERLOCK EXHAUST FAN WITH THERMOSTAT. REFER TO HVAC FEEDER AND DISCONNECT SCHEDULE ON THIS SHEET FOR REQUIREMENTS_ COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTACTOR. 8. LOCATE A MICROWAVE OUTLET IN UPPER CABINET MILLWORK AS DIRECTED BY ARCHITECT AS REQUIRED FOR THE BUILT-IN MICROWAVE. COORDINATE WITH G.C_ AND MILLWORK INSTALLER - a, PROVIDE A RECEPTACLE FOR UNDER COUNTER REFRIGERATOR COORDINATE WITH G.C. AND MILLWORK INSTALLER 10, PROVIDE A RECEPTACLE AND DATA OUTLET FOR A MONITOR, COORDINATE WITH G.G. AND OWNER 11. PROVIDE FINAL CONNECTION TO THE ELECTRIC WATER COOLER. PROVIDE A RECEPTACLE CORD AND CAP AS REQUIRED. 12. PRovIDE A DISCONNECT AND FINAL CONNECTION TO THE ELECTRIC WATER HEATER. REFER TO FEEDER AND DISCONNECT SCHEDULE ON THIS SHEET FOR REQUIREMENTS. COORDINATE EXACT LOCATION WITH PLUMBING CONTRACTOR 13_ PROVIDE A DISCONNECT 30/3/NF/3R AND FINAL CONNECTION TO TOP WASHER EXTRACTOR COORDINATE EXACT LOCATION WITH EQUIPMENT INSTALLER AND OWNER - PROVIDE DISCONNECT CLEARANCE PER NEC- 14. PROVIDE A DISCONNECT AND FINAL CONNECTION TO CIRCULATION FAN. FAN TO BE CONTROLLED MANUALLY WITH ON/OFF SWITCH. COORDINATE EXACT SWITCH AND FAN LOCATION AND REQUIREMENTS WITH OWNER AND MECHANICAL CONTRACTOR AND DRAWINGS. 15_ PROVIDE FINAL CONNECTION TO HAND DRYER - COORDINATE EXACT LOCATION AND REQUIREMENT$ WITH OWNER Iro. PROVIDE A RECEPTACLE FOR CHEMICAL DISPENSER COORDINATE EXACT LOCATION AND REQUIREMENTS WITH OWNER- 1, COORDINATE EXACT DEVIC S AND EQUIPMENT LOCATION S WITH G.0 AND OWNER 2. REFER TO RADIANT SHOP DRAWINGS FOR EQUIPMENT LOCATION AND ADDITIONAL REQUIREMENTS. 24.22 /REVISIONS BY I�� MOGN i PE 14 ffrATE e O O l O �� O Ye�pe�MR10. GARLAND PATTERSON, P.E. FL Lic, No.: 14175 �o Z o� N a V a a AM�I'�� cz, LL O 0 'C,4 LEG 0 0 _ �— c Q .�- M �t CU V) c°a a N z > A m ® C. IV m Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: Job: 21-082 Sheet E 3 am TLC AFC<aaIGA AFG<aa 13 MCC PNL HI 1 PNL 8 OA 'HDP' 3 'CW' 1,000A XFMR ' PNL PNL LCP ' 5 100A MC5 400A 100A MLO I 112B KVA MCB MLO T WYE 15 14 12 = 15 2 L 11 THE BUILDING MAIN 1,000 AMPS 6 OCP TO 15E PROVIDED WITH GROUND FAULT PROTECTION AND 10 TESTED PER NEC ART 230 95 10' MIN ALUMINUM WIRING GENERAL NOTES- 1. ALUMINUM WIRING MAY BE USED ONLY FOR SERVICE ENTRANCE CONDUCTORS. ALL OTHER WIRING SHALL BE COPPER. COORDINATE AND 05TAIN AN APPROVAL BY UTILITY COMPANY AND AHJ_ 2. ALL ALUMINUM WIRING AND CONNECTIONS SHALL BE IN FULLY COMPLY WITH NEC, UL STANDARDS AND MANUFACTURER REQUIREMENTS, THE ELECTRICAL CONTRACTOR TO PROVIDE A DURABLE SIGN OR PLAQUE STATING THE AVAILABLE FAULT CURRENT AT THE MAIN AND THE DATE OF THE CALCULATION. THE FIELD MARCING(S) SHALL INCLUDE THE DATE THE FAULT CURRENT CALCULATION WAS PERFORMED AND BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED, 2014 NEC 11024(A) DATE_ 08- 15-21 REVISED: FAULT CURRENT STUDY CABLE IMPEDANCE VALUES BASED ON IEEE STD. 241-1990, TABLE 65. PROJECT: RADIANT CAR WASH ZEPHYRHILLS, FLORIDA SYSTEM VOLTAGE: 480 ASSUMED BASE ICVA, 300 UTILITY COMPANY AFC: 18051 UTILITY COMPANY NIR RATIO: 5.3 STEP DOWN TRANSFORMER 480V / 208/120V, 3PH SCHEDULE [::]- PRIMARY SIDE, 480V, 3PH SECONDARY SIDE, 208V, 3PH BONDING/ XFMR KVA TYPE (DELTA) (WYE) GROUNDING WIRE SIZE CONDUIT BREAKER WIRE SIZE CONDUIT BREAKER ID RATING CONDUCTOR COPPER AWG AMPS COPPER AWG AMPS TLC 112.5 NEMA 1 3 #1 /0, 1 #6 E. G 2" 150 4 #600, 1 #1 /0 BOND 4" 400 #1 /0 TRANSFORMER NOTES: 1. BOND TRANSFORMER XO (SIZE AS NOTED) TO GROUND ELECTRODE SYSTEM IN 3/4" PVC. PROVIDE RAIN SHIELD )NITRE TYPE CU=1 WIRE TYPE AL=2 PVC CONDUIT SOURCE SOURCE WIRE WIRE # OF FEEDER BUS BITS. BUS AFC 1:R SIZE. TYPE RUNS LENGTH XiR AFC. PNL'HDP' 18051 5.30 400 1 3 135 4.04 16332 PIvL'CW' 16332 4.04 1 1 1 5 3.53 16019 MCC 16.332 4 04 600 1 2 3 4.03 16283 FAULT CURRENT 5TUr2Y NOTE: 1. THE ELECTRICAL CONTRACTOR SHALL OBTAIN A LETTER FROM UTILITY COMPANY FOR THE AVAILABLE FAULT CURRENT AT THE SECONDARY TERMINALS AT THE INSTALLED UTILITY TRANSFORMER NOTIFY ENGINEER IF THE AVAILABLE FAULT CURRENT EXCEEDS THE 5AS15 OF DESIGN, DATE: 08-15-21 REVISH1, VOLTAGE DROP STUDY PROJECT: RADIANT CAR `ASH ZE?HA'RHiI L . FLOR13t V EtE TYPE C'U=1 TOTAL ° o Vi'IRE Ti'PE AL=2 VOLTS VOLTS DROP DROP FROM FROM DISTANCE LOAD FIRE AgRE 4 OF LINE UTILIT11' UTILITY FROM TO IN FEET CURRENT INPE, SIZE RU tIS PHASE VOLTS XTIvIR :R XSF P �IL'H13P 135 1 OOt) I 4i10 3 3 413t} 2.10 0.44 P,N'L'i1D PNL'CW 5 100 1 1 1 3 48€1 2,22 0.46 PN;L'HDP' MCC; 3 800 1 600 2 3 480 2.14 0.45 NOTES: o 1. UTILITY COMPANY 480/21-7Y 3 PHASE PAD MOUNTED UTILITY TRANSFORMER. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH UTILITY COMPANY. 2. EXTEND (3) SETS OF 4 0400 iCCMIL IN 3-1/2"C EACH, 3, 3 PHASE CT METER BASE TO UTILITY COMPANY SPEC. 4. 4"X"ro"X S' CONCRETE PYLON TO UTILITY COMPANY SPECIFICATION. 5_ EXTEND 1-1/2"GRC WITH PULL LINE FOR UTILITY COMPANY CT WIRING. 6_ EXTEND 03/0 CU GROUND ELECTRODE CONDUCTOR IN P CONDUIT_ 1. PROVIDE 3/4" X 10' LONG COPPER CLAD GROUND. CONNECT WITH EXOTHERMIC WELD. S. BOND THE METALLIC COLD WATER PIPE TO THE GROUND ELECTRODE SYSTEM. g. EXTEND THE GROUND ELECTRODE SYSTEM TO BUILDING FOUNDATION AND BUILDING STEEL. 10, EXTEND A 04 GROUND ELECTRODE CONDUCTOR TO THE BUILDING TELEPHONE TERMINAL BOARD, PROVIDE A GROUND BAR AT THE TELEPHONE CABINET. 11. BOND UTILITY METER PER UTILITY REQUIREMENTS AND NEC. EXTEND 03/0 CU CONDUCTOR IN I" CONDUIT TO BUILDING GROUNDING SYSTEM. VOLTAGE DROP STUDY TI'PICAL BRANCH CIRCUIT CALCULATIONS ALL CAPPER BRANCH CIRCUITS )TIRE TYPE CU=1 TOTAL % WIRE TYPE AL=2 VOLTS N70LTS DROP DROP FROM FROM DISTANCE LOAD tVIP.E NVIRE 4 OF LINE PANEL PANEL FROM TO IN FEET T CURRENT E TYPE SIZE � RUNS L PHASE E '�-OL`I` S --- --- TYPICAL MAMMUM 20 AMP CIRCUIT LENGI33S PANEL 230€1 VA LOAD 300 S 1 1.2 1 1 277 814 3.0 PANEL 2300 VA LOAD 480 8 1 10 1 1 277 8.29 3.0 PANEL 2770 VA LOAD 250 10 1 12 1 1 277 8.27 3.0 PANEL 2770 VA LOAD 400 10 1 10 1 1 277 8.32 3.0 PANEL 3462 VA LOAD 200 13 1 12 1 1 277 8.27 3.0 PANEL 3462 VA LOAD 320 13 1 10 1 1 277 8.32 3-0 PANEL 4155VALOAD 165 15 1 12 1 277 8,19 3�0 PANEL 4155 VA LOAD 270 15 1 10 1 1 277 8.43 3.0 VOLTAGE DROP STUDY TYPICAL BRA_NC;H CIRCUIT CALCULATIONS ALL COPPER BRANCH CIRCUITS WIRE TYPE CU=1 WIRE TYPE AI.=2 DISTANCE-, LOAD FROM TO ,IN FE11I CURRENT TYPICAL MAXIMUM 20 AMP CIRCUIT LENGTHS PANEL 1000 VA LOAD 130 8 PANEL 1000 VA LOAD 210 8 PANEL 1200 VA LOAD 110 10 PANEL 1200 VA LOAD 175 10 PANEL 1500 VA LOAD 87 13 PANEL 1500 VA LOAD 140 13 PANEL 1800 VA LOAD' 72 15 PANEL 18800 VA LOAD 115 15 NITRE WIRE # OF TYPE SIZE RUNS PHASE 1 12 1 1 1 10 1 1 1 12 1 1 1 10 1 1 1 1.2 .1 1 I 10 1 1 1 12 1 1 1 10 1 1 TOTAL % VOLTS VOLTS DROP DROP FROM FROM LIME PANEL PANEL VOLTS 120 3.:57 3.0 1210 3:63 3.0 120 3.64 3.0 120 3-64 3.0 12€1 3.60 3,0 1.20 3.64 3.0 120 3.57 3.0 120 3.59 3.0 VOLTAGE DROP NOTES: 1, ALL CONDUCTORS COMPLY WITH THE VOLTAGE DROP REQUIREMENTS: FEEDER VOLTAGE DROP DOES NOT EXCEED 250. BRANCH CIRCUIT VOLTAGE DROP DOES NOT EXCEED 396. 12, PROVIDE A SURGE PROTECTIVE DEVICE TYPE.2 BY LEA INTERNATIONAL OR APPROVED EQUIVALENT. ALL PHASE PROTECTIONS. EXTEND 5MO TO BUSS IN PC AS STRAIGHT AS POSSIBLE (MAX 2'-0"). SPD SHALL BE RATED FOR 100"IC, 13, PROVIDE A LIGHTING CONTROL PANEL (LCP) 5LUE50X BY LC4D, NEMA I WITH 5 RELAYS/ZONES AND TIMECLOC< 14. EXTEND (2) SETS OF 4 0000 1GCMIL AND 1 *1/0 E.G. IN 4"C EACH, 15. EXTEND 4 M AND i % E.G. IN 1-112"C_ PANEL P SURFAC-EMOLTNTED. 40277 MOLT 3 PARSE 4'1V'IREWI'TH GTtOUND NOTES CKT. DESCRIPTION NO, 6 1 MOTOR. CONTROL CENTEI 6 3 6 5 - 5 7 PAP4EL'C{h° 5 9 -- 5 11 - - 13 SPARE 15 -------- -- 17 - 191 SPACE 'BREAKER P POLE VOL" 480 i0o 1 3 1 480 CONNECTED VA, S'YSTEM VOLTS P14ARF A XTM A B 3 PHASE C 3 I 150 198701 3306 - - -- 480 3 15 SPARE 1 _ 277 1 20 TOILET E NTH-1 4500 277 1 200 WORKROOM EW III 4500 277 1 20 MOP ST•''t'K EW11-I 277 1 20 SPARE 277 1 200 SPARE 277 1 20 SPARE NOTES LOAD TYPE CONNECTED NT:CDEMAI D DM& ND LOAD 1 LI€I MNG 0 1.25 0 UA. 0 t.1 0 VA 0 VA 175517 VA 500700 VA 0 VA 676217 VA 2 RECEPTACLES 0' 1 3 AIRCUNUTIONING 0 4 4 HEA ING 0 9 5 MISC, NON -CONTINUOUS 175517 1 6) CONTINUOUS 400560 1.25 7 KITCHEN 0 0.65 TOTAL 277/480V 3 PHASE 814 AMP LA I Vi-IVD VVL i 3 klnAz7rl 4 WIRE WITH GROUND MOTES CKT. 140, DESCRIPTION BREAKER A TRIP POLE VOLT 5 1 UCREFRICr> RATOR 20 1 120 IOW 5 3 COUNTER RECEPTACLES 20 1 120 r 5 5 MICROWAVE 20 1 120 ,° SPARE 20 1 1 120 1 9 EXFERIOR 1301 LD ICI11K ITS 20 1 120 I Ill EXTI70W,NLICU 20 1 120 _ 13 SPARE 20 1 1.20 15 SPARE 20 1 120 5 17 DISK REC0 AC ES 20 1 120 5 19 LOMYMOMTORS 20 1 120 WO 5 21 LOBBYWORKRMRECEPTACLES 20 I 120 23 SPARE 20 1 120 25 SPARE 30 2 208 27 5 29 FAN (7-1 M 15 5 311 FAN CF-1. ( 15 1 1 I 120 33 SPARE 15 1 120 35 SPARE 15 1 I20 5 37 RR HAND DRYER 20 1 120 5 39 BOTTLE FILTER 20, 1 120 5 41 CiT�4ICAL DISP24SER (¢l 20 1 I20 C'ONNEC:TEDVA Si�TEh MOLTS PRA'gF AMPS 1,000,k me NEMA I 35.DW AIC A° NOTE () & _ PROVIDE DREAEIR WITH [ROUND FAULT PROTEUMON *._'vMFYBREAKERS1ZEW1T 1EQUIPMLN'I'NAMEPLATE. B C BREAKER DESCRIPTION VOLT POLE TRIP 120 1. 20 LICH NG ODNTR.OL PANEL (LCI 1200 120 1 20 BUILDII; G SICK -I 1500 1200 120 I 20 BUTL XWT SI4W-2 120 1 20 SPARE 120 1 20 SPARE 250 750 120 I 20 EWC 120 1 20 WORKROOM RECEPTACLES 540 120 1 20 RECEPTACLES 720 500 120 1 20 TELEPHONEREC;IPTAC',LES 754 120 1 20 SECURITYREC:FPTAC;LES goo 540 120 1 20 OFFICE RECEPTACLES-1 ' 540 120 1 1. 20 OFFICE RECEPTACLES-2 180 ': 120 1 20 RRRECEPTACLES ' 1000 120 1 20 UTILITY RECEPTACLES ' F 864 120 1 20 1 SPARE. 1659 ' .: 120 1 25 EE-31*) 120 1 20 SPARE 840 . „840 180 120 208 4 3 20 15 H1?AC'SITwVICERECEPTACLES TOPWAS1-iEi EU?UACTOR{*} 500.. 500 1 840 1 1 1 1 711 m DOTES LOAD TYPE CONNEC i1 D N'EC DEI44AND DEL1AND LOAD I LICEMNG 3650 1.2 4562.5 VA i 2160 V_k 0 VA 0 VA 18267 VA I 0 VA 0 VA 124990 VA 2 RECEPTACLES 216:0: 1 3 AIR C:ONDInON2NC! 0` 0 4 HEATINC3 0 0 5 MI C. NON -CONTINUOUS 18267 1 6 CONTINUOUS 0 1.25: 7 KITCHEN 0 0;65 TOTAL 120/208V. 3 PHASE 1 69 AAAP 100A MLO iMLiA I 22,000:AIC NOTE t t i3IfYBREAKERWITH EQUIPME NIT NAMEPLATE. 5 5 5 5 5 5 5 1 12 5 14 2 .16 2 18 5 20 5 2r� 5 24 2 26 2 28 5 30 32 5 34 36: 2 381 5 401 5 1 /REVISIONS BY A1 ' \ on 02,24.22 5 CAP C; K N co J - Q �o C. ti 0 F y�q ti �E � • 4 J Lo ro o u ti> 00 Q� L��� O M CV C� �o O `f- tl i t � C M m C U vi LJ c°� ® ? W y�O a. Q CL LZ ® 0 N Z Date: 08. 25. 21 Scale: AS NOTED Project Mgr: AC Drawn: Job: 21-082 REFER TO SHEET E13B FOR ADDITIONAL PANEL SCHEDULES Sheet E4 NOTES LOAD TYPE IS LARGER CONNECTED NECDEMAND DEMAND LOAD_ I LICHTING 13532 L25 16915 VA 0 VA 0 VA 9100 VA 80775 VA 0 VA 0 VA 105790 VA 2 RECEPTA CLES 0 1. 3 AIR CONDITIONI]NO 0 0 4 HEATING 8100 1 5 MISC. NON-GONTINUOUS 80775 1 6 CONTINUOUS 0 t25 7 KITCHEN 0 0,65 TOTAL 12W20SV,3PHASE: 294AMPS1 Schedule Symbol Label Quantity Manufacturer Catalog Number Description Number Lumens Light ght Loss Wattage Lamps Per Lamp Facor 3 LTthonia Lighting DSX1 LED P� 40< T4M MVOLT H5 DSXI LED P5 40K T4M MVOLT with housesTde 1 12025.26 0.9 136 S-4M-HS � shield � 3 2 LTthonia Lighting D5X1 LED PS 40K T5W MVOLT D5X1 LED 1=5 40K T5W MVOLT 1 16 ici 0.9 138 S-SW I Lithonia Lighting D5X1 LED P5 40< T5W MVOLT HS D5X1 LED PS 40K T5W MVOLT with houseside 1 101ae-11 0.9 138 S-SW-HS shield � s j 2 Lithonia Lighting D5X1 LED P3 40< T5W MVOLT D5X1 LED P5 40K TSW MVOLT 1 16326:T9 0e 216 ® 2S-aW-180 j ; S 21 G4G Industrial Lighting GPX6-SO-5 -UVO Driverless AC LED Luminaire 1 3600 09 21 BL-ro 5 Lithonia Lighting WST LED P2 40K VF HVOLT WST LED, Performance package 2, 4000 K, 1 3469241 09 31 W visual comfort forward throw, HVOLT c LIGHT FIXTURE SCHEDULE NOTES: 1 I- THE ARCHITECT AND OWNER TO DIRECT FOR THE FINAL FINISHES, COLORS AND SIZES OF ALL LIGHT FIXTURES AND POLES, 2., PROVIDE ALL REQUIRED SUPPORTS, HANGERS, ETC_ FOR COMPLETE INSTALLATION. 3_ IF CONTRACTOR SUBMITS AN ALTERNATIVE LIGHT FIXTURE PACKAGE THAT DEVIATE FROM THE SPECIFIED ON THE DRAWINGS, THE CONTRACTOR MAY BE RESPONS15LE FOR PAYING THE ARCHITECT AND ENGINEER (AMOUNT TB.D.) TO REVIEW THE ALTERNATIVE FIXTURE PACKAGE. CONTRACTOR SHALL SUBMIT A COMPLETE LIGHTING CUT SHEETS FOR ENGINEER REVIEW AND APPROVAL_ A LIGHTING PHOTOMETRIC STUDY AND PLANS MUST BE SUBMITTED FOR VERIFICATION OF THE LIGHTING LEVELS AND PE ORMANCE. 4, FIXTURES ARE FURNISHED AND INSTALLED BY G.C. _ ALL EXTERIOR LIGHT FIXTURES TO BE UL LISTED FOR WET LOCATIONS_ PROVIDE LIGHT FIXTURE5 WITH PROPER ENVIRONMENT AND TEMPERATURE RATINGS_ CONFIRM RATINGS WITH MANUFACTURER PRIOR TO O ERING_ 6. REFER TO OTHER ELECTRICAL SHEETS FOR ADDITIONAL REQUIREMENTS. Specifications EPA: 1.01 ft, Length: 33" {h Width: 13 ; Height H9: 7-1/2" Height H2: 3-1112 Weight 27lbs (max): (122 g) D-Series Size 1 LE Area Luminaire 1 iw j�, m oi; W ---- L -- — H1. `. ht2 INumber 710tes �YPe Introduction The modern styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its environment. The D-Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long -life luminaire. The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. It is ideal for replacing up to 750W metal halide in pedestrian and area fighting applications with typical energy savings of 65% and expected service life of over 100,000 hours. / A+, 6pa4lt olty sJodi tined �� t11i54019r (idEk�f£r{(nd, EXAMPLE: DSX1 LED P7 40K T3M MVOLT SPA NLTAIR2 PiRHN DDBXD DSX1 LED DSXI LED Forward optics 30K 3000 K T1S Type I short T5VS ,ypeV very short MVOLT' Shipped included P1 P4 P7 40K 4000 K T2S Type ll short T55 Type"'short 1204 SPA Square pole mounting P2 PS P8 50K 5000 K T2M Type II medium T5M Type'' medium 208, RPA Round pole mounting P3 P6 P9 T3S Type III snori T5W Type V wide 2401 WBA Wall bracket Rotated optics T3M Type III medium BLC Backlight control? 2771 SPUMBA Square pole universal mounting adaptor° P 10' P12' T4M Type IV medium LOCO Left correr cutoff 2 3474.5. RPUMBA Round pole universal mounting adaptor° P 111 P131 TFTM Forward throw RCCO Right comer cutoff' 480 " Shipped separately medium KMA8 DDBXD U Mast arm mounting bracket adaptor (specify tinish)' 1,e 21 , .. :::. Shipped installed PIR qlr. rrr motlim/arr.blentsersf r B 15'moun[ing height, Shipped installed DDBXD Dark bronze IdiTA1R2 nElg t ill g � rxtlog 3 ErahIm arlbiertsensor enabled at5fc ``° HS House -side shield" DBLXD Back PIRHN P rar },< ghl�,rrrl p btentst sa€ PIRN {Iqh/loaf nononlamble,ltsen<.or.15 30'rr:punt:n------ #, 5F Singlefuse(120;2T/,347V)` DNAXD Natural aluminum PER PsElt, ' t°fit Tack re � (Carigta l oCd f4�' PIRIFC3V ambient sensor enabled at ufc "� motion/ambie� lIt High/low, sPnsnl; 8me DF Double fuse (208, 240; 480V) DWHXD te FERS F abient sensoirat 1rc L90 Left rotated optics DDBTXD Textured dark bronze 1ER7 `�Ye1p€r r ert IetuXil t xltratsnrwer dstp t 1 1 PIRHIFC3V Eilevel,motio:^,/ambientsensotl5-30'mountingheight, R90 Rightrotatedoptics' DBLBXD Textured black DiV,G 0 `Gvd'Immh wires ulledoutsidefatuieI`oruseari#hare q P ambientsen<.or enabled at Shipped separately pP P y DNATXD Textured natural exterral control, ordered separately) FAO =:end adjus:abie output'' BS Bird spikes ' aluminum DS Dual swirchlrg ' 4 EGS External glare shield DWHGXD Txtured white ........ ...... .. ........................................ .............................................. 0 L1,fr1AA�%Y1`11ZG One Lithonla Way • Conyers, Georgia 30012 • Phone; 1-800-705-7378 "6 %1 �11171111, L, 0 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. COMMERCIAL OUTDOOR DSX7-LED Rev.08/15/19 Pagel of 8 WST LED Architectural Wall Sconce [a- f NINE Specifications Luminaire Height: 8-1/2" (Z1.S9 <:rw Width: 17" :s.'ra C ; Depth: 10-3/16" ;2 .Y cm! Weight: 20 lbs F w —A ---I u Optional Back Box {P B' 11 Height: 8.49" (21.56 cm) Width: 17.01" 143.21 c=n) Depth: 1.70" <4 >2 _ml FOR 3W NPT --� _...._. D ........ SiDE.F.NTRY '\ rNTING rs Height: 4" ( rrr Width: Depth: 1-1/2" (3.8 rrn) For 3/4" NPT;W ................., �. side -entry ' conduits i. H 1 Catalog Number Notes rope Capable Luminaire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and system -level interoperability. • All configurations of this luminaire meet the Acuity Brands' specification for chromatic consistency • This luminaire is A+ Certified when ordered with DTL' controls marked by a ftd6 oaffiffi". DTL DLL equipped luminaires meet the A+ specification for luminaire to photocontrol interoperabilityl • This luminaire is part of an A+ Certified solution for ROAM° or XPointTM Wireless control networks, providing out -of -the -box control compatibility with simple commissioning, when ordered with drivers and control options marked by a sflad bxaCkrtilrll To learn more about A+, visit wA-w...a.-c-uitybrands.com/aplus. See ordering tree for details. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: Link to Roarn Link to DTL DLL jj%17;G1//��A1Z 4 COMMERCIAL OUTDOOR One Lithoria Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • > u. WST-LED A AA 11ZV1 1�/r1A,11C77 9 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. Rev. 03/17/21 POLE DETAIL NOTES: CDPROVIDE A 21' DIRECT BURIAL FIRE LASS POLE FOR SITE LIGHTING FIXTURES. THE POLES AND BASE, COMPLETE WITH MOUNTING DEVICE AND LUMINARIES IN PLACE, SHALL BE CAPABLE OF WITHSTANDING A SUSTAINED WIND VELOCITY OF NOT LESS THAN Ill MILES PER HOUR FOR A CATEGORY 2 STRUCTURE. PROVIDE SIGNED AND SEALED DRAWINGS BY A FLORIDA STATE LICENSED PROFESSIONAL STRUCTURAL ENGINEER. PROVIDE REQUIRED BRACKET ARM AND ACCE55ORIE5 COMPATIBLE WITH POLE DESIGN_ �3 PROVIDE GROUND WIRE ATTACHED TO GROUND LUG OR THROUGH BOLT ON BRACKET ARM, AND TO GROUND LUG ON LUMINAIRE. STANDARD HANDHOLE WITH ALUMINUM COVER ATTACHED WITH STAINLESS STEEL MACHINE SCREWS- MAKE CIRCUIT SPLICES IN THIS HANDHOLE,, �5 BACKFILL WITH CONCRETE_ 3000 P51 MIN, O PROVIDE CONDUIT ENTRANCE BELOW GRADE, PROVIDE 10 AMP FNQ SLOW BLOW FUSE_ SPLICE GROUND WIRES INSIDE HANDHOLE AND SECURELY BOND GROUND WIRES TO A CONTINUOUS STEEL BAR IN THE POLE., PROVIDE 3/4 " DIA., X 10'-0" COPPER GROUND ROD AT EACH POLE_ PROVIDE MO AWG, CU 5ARE GROUND WIRE FROM EACH LUMINAIRE AND BONDED TO GROUND ROD (TYPICAL). PROVIDE THE CONCRETE POLE WITH A 414 AW�x STRANDED BARE COPPER CONDUCTOR BONDED TO STEEL BAR IN POLE AND TO GROUND ROD. CNA* IIN ,h �STRIA LIGHTING T 800.285.6780 E sales@ggled.net IAAAMN, i /iaa ��� �0 �j DRIVERLESS LINEAR Date. Project o W2.101M DIRECT AC LISTED DRIVERLESS Low -Profile, Driverless Linkable IP67 LED Linear Luminaire Product Features Performance Summary Maintenance -Free Driverless Design Delivered Light Output: Up to 8,000 Lurnens Connects directly to AC line voltage without an LED driver or Efficacy: 130LPtN electrolytic capacitors, for extreme reliability and lifetime. Requires zero maintenance. CRI: Typical 85 CRI Easy to Install Quick -Connect Cabling CCT MK&4W..)K Convenient push -and -click connectors and cabling make GPX Series Lifetime: Designed to last 100,000 Hours at25°C fixtures easy to install and daisy chain. Warranty: sYears (See ggled.netfor Tem,$) Coextruded Copolyester/Aluminum Housing Haunting: ceiling or Wall Our patented process combines copolyester and aluminum together, with no seals or gaskets. The result is a single piece enclosure with Protection Class: IP67 excellent heatsinking characteristics for long lifetime, Dimming: Yes, TRIAC Dimmable Superior Chemical & UV Resistance Voltage: 120VAC or 277 VAC Input Seamless polymeric outer shell provides IP67 ingress protection and is Maximum Run Length: Refer to the Table on Page 2 specialized for superior chemical resistance. An additional protective coating is available which integrates a UV inhibitor and UV blocker for Ambient Temperature: -40'C to 55*C outdoor applications. Ordering Information Product Length Lumen Output Color Temp. Lens Diffusion ®'� �: - - - 2 SO/Blank 50Kw.ndard) Blanktstandardl 2-Fnot star card Output 5000 Kelvin the moil Re iota t C ea" Lens 4 yhi Lw lens/Ft 40K GC€yl racont,op 4-.Fuot HO* 4OW Kelvin Che n.al Res start Lens x ith i-lioh O,t gut Added Diffusion Sheet L F c] 1 _umensJft G-Foot *Ava{fable in 2 , A' & 8' only $-bat Power & Connection Accessories ...: Type Length Wire ''No Jumper Cable ReclAdir c. on Find t.!-End'1.nnnecticr GPX-JMP-1 Jumper 1ft 18 AWG SJTVV GPX-JMP-2 Jumper 2ft 18AWG SJTW GPX-JMP-4 Jumper Oft 18 AWG SJTJV GPX-JMP-8 Jumper 8ft 18 AWG SJTrJ GPX-LDR-10 Leader Cable 1Oft 18 AWG SJTW GPX-L.DR-25 Leader Cabe 25ft 18 AWG SJTW UV Protection Through Wired Voltage Blank standard) Blank(�;andwd) 120V No Coating, Rated for lhdovr Use Cane-mrz �n ?rput °.Output 'or . 120 VA..rI.. pu; abil .v to Daisy Char fixtures UVO 277V �in O.tdeor-Rated with UV.34otc SSE (`ingle Ended) 277 VAC Irp.rt Co 6"g C.--tor on Input Only, No Daisy Cra �, for Standaloaa €nstail �' .'ae�� � 13esceiption GPX-MN'GNM Non-Metalic Quick Latch GPX-MNT SS Stainless Steel Bolt Latch *For serviceability and expansion/contraction considerations G&G limits the rumber of luminaires connected end -to -end (without aumper cable) to a maximum of 4. Rev Date 201118 REVISIONS I BY I IO2,, 224.22 OAR g' :A 2) V' 1-0 cl t.. J03tiC) �ti ri U in.. • U 0 PA • Oi O o ® PE 141 0 • • STATE • • • ®� o G PATTERSO t P.E. FL Lic. No.- 14175 s: a s • s � ra • r. e1 � I Date: 08. 25, 21 Job: 21-082 WILD lip WALL L I FIB IURE3 6117E el • ` f NOT • SCALE Sheet