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HomeMy WebLinkAbout2670 Orlando Dr (a)F 36" EGRESS EXIT 36" EXIT 36" —I— EGRESS _EGRESS 115 EXIT A�l_. . GODS D�Tf� PROJECT A ONE STORY INTERIOR TENANT IMPROVEMENT FOR A BLOOD DESGRIPTION: PLASMA DONATION GENTER; BUSINESS OGGUPANGY. OGGUPANGY "B" BUSINESS GLASSIFICATION: GONSTRUGTION TYPE IIB TYPE: BUILDING HEIGHT/ +/- 17'-0" STORIES: ONE STORY BUILDING AREA: 111,4gq SQFT SYSTEMS 4 FULLY PROTEGTED AUTOMATIG SPRINKLER SYSTEM: YES RATINGS: FIRE EXTINGUISHER GABINETS PROVIDED. FIRE ALARM SYSTEM: YES OGGUPANT LOAD: TOTAL OCGUPANT LOAD: 123 (SEE EGRESS OGGUPANGY PLAN) . 1rJ EGRESS EGRESS EXITS REQUIRED - 2 PROVIDED - 3 (( REQUIREMENTS: EGRESS EXIT WIDTH REQUIRED I FIRST FLOOR: 132 X 0.2 = 26.4" (PROVIDED -180") _ __..------------ _.___ ---. __.______.__-_ ---------- ..... ....... ..... ...... _______ __ _______ ____ _____- _ __ ... _ ...__..... _. .__._ _.n_.._ . __ _._ ....._ ..--__.__.___ _ ....---.--..___.___ _..._._._. BUSINESS - 100 I COMMON PATH OF TRAVEL FOR SPRINKLED INE 5 d C T '3 d t -: S _ _.w,,:,.. ; .. MAX (PROVIDED) Y - - ❑TRAVEL ALD A GE OANE I- 00 MAX (PROVIDED) -_ END LIMIT _50'MAX (PROVIDED)D- A1TOTAL BUILDING DIAGONAL DISTANGE: 152-0" PLUMBING FIXTURE I NUMBER OF FIXTURES PROVIDED ARE MORE THAN REQUIRED REQUIREMENTS: PER APPLICABLE GORES APPLIGABLE 2017 FLORIDA BUILDING GORE, 6TH EDITION CODES: 2017 FLORIDA FIRE PREVENTION CODE, 6TH EDITION 2014 NATIONAL ELEGTRIGAL COE GENERAL INFORMATION GENERAL ARGHITEGTURAL 1. BUILDINGS OR PORTIONS OF BUILDINGS SHALL BE PERMITTED TO BE OGGUPIED DURING GONSTRUGTION, REPAIR, ALTERATIONS, OR ADDITIONS ONLY IF ALL MEANS OF EGRESS 4 ALL FIRE PROTEGTION FEATURES ARE IN PLAGE 4 CONTINUOUSLY MAINTAINED FOR THE PORTION OGGUPIED. 2. ALL DOOR HANDLES SHALL GOMPLY WITH ADA 4 BE LEVER OPERATED UNLESS OTHERWISE SPEGIFIED. 3. INTERIOR GEILING SHALL BE GLASS 'A' FLAME SPREAD RATING OF 0-25; SMOKE DEVELOPMENT OF 0-450. 4. INSULATION 4 INSULATION ASSEMBLIES SHALL MEET THE REQUIREMENTS OF IBG. 5. TOP OF FIRE EXTINGUISHER, HAVING A GROSS WEIGHT LESS THAN 40 LBS., SHALL BE NOT MORE THAN 5 FEET ABOVE THE FLOOR; 3-1/2 FEET IF GROSS WEIGHT 40 LBS. OR GREATER. 6, A REQUIRED FIRE SEPARATION SHALL BE CONTINUOUS FROM FOUNDATION THROUGH ALL INTERVENING GONSTRUGTION TO THE ROOF DECK, FROM OUTSIDE WALL TO OUTSIDE WALL OR FROM FIRE BARRIER TO FIRE BARRIER. PROVIDE UL OR FM LISTED ASSEMBLY. 7. PENETRATIONS THROUGH RATED GONSTRUGTION SHALL BE SEALED WITH A MATERIAL GAPABLE OF PREVENTING THE PASSAGE OF FLAMES 4 HOT GASES WHEN TESTED IN AGGORDANGE WITH ASTM -E514. GENERAL ADAA6 1. PROVIDE HANDICAPPED AGGESSIBILITY IN AGGORDANGE WITH ADAA6 A. GROUND 4 FLOOR SURFAGES (SLIP RESISTANT UNDER ALL WEATHER GONDITIONS). B. DOOR HARDWARE SHALL GOMPLY WITH THIS SECTION. HARDWARE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINGHIN6, OR twisting OF THE WRIST TO OPERATE. G. SIGNAGE, WHERE PROVIDED AT PERMANENT ROOMS 4 SPADES 4 OTHER SIGNS ^HIGH PROVIDE DIR GTION TO OR INFORMATION AB O UT FUNGTIONAL SPAGES OF THE BUILDING, SHALL BE IN AGGORDANGE WITH ADA (RAISED GHARAGTER, LETTER SIZE, MOUNTING). GENERAL PLUMBING 1. ALL PLUMBING WORK SHALL BE AGGOMPLISHED THROUGH THE USE OF A LIGENSED GONTRAGTOR OF THE TRADE IN A PROFESSIONAL 4 WORKMAN LIKE MANNER. 2. ALL PLUMBING WORK SHALL BE GOMPLETEID IN AGGORDANGE WITH THE GURRENT PLUMBING GORE, REGIONAL, STATE 4 OR LOCAL HEALTH DEPARTMENT, 4 BUILDING CODES FOR THE GEOORAPHIGAL AREA OF GONSTRUGTION. 3. ALL WATER LINES (HOT 4 GOLD) 4 ALL WASTE LINES SHALL BE PRESSURE TESTED PRIOR TO GONGRETE PLAGEMENT. 4. INSTALL SANITARY HUBS AS PER MUNICIPAL 4 STATE HEALTH DEPARTMENT REQUIREMENTS 4 AS ILLUSTRATED HEREIN, 4 PRESSURE TESTED PRIOR TO GONGRETE PLACEMENT. 5. IT IS THE RESPONSIBILITY OF THE PLUMBING GONTRAGTOR TO INSURE THAT NO EXISTING UTILITIES ARE INTERRUPTED BY THE GONTRACTED EXGAVATION. GENERAL MEGHANIGAL 1. COORDINATE ALL DUGT^ORK WITH ELEGTRIGAL LIGHTING PLAN. 2. ALL DUCT WORK SHALL GONFORM WITH THE LOCAL MEGHANIGAL GORE. 3. AIR GONDITIONING, HEATING, VENTILATION DUCT WORK 4 RELATED EQUIPMENT SHALL BE INSTALLED IN AGGORDANGE WITH NFPA REGULATIONS. 4. SMOKE DETECTORS WILL BE INSTALLED IN ALL UNITS OVER 2000 GFM'S AGGORDIN6 TO LOCAL MEGHANIGAL GODS. 5. PROVIDE FIRE DAMPERS IN AIR TRANSFER OPENINGS IN PARTITIONS REQUIRED TO BE FIRE RATED. GENERAL ELEGTRIGAL 1. ALL ^ORK SHALL BE GOMPLETED IN AGGORDANGE WITH THE GURRENT ED. NFPA ELEGTRIGAL CODE. THE IEGG, 4 ALL RULES 4 OR REGULATIONS HANDED DOWN BY THE STATE, LOGAL OR OTHER REGULATING AUTHORITY FOR THE END PROJECT. 2. THE ELEGTRIGAL SUBGONTRAGTORS SHALL VERIFY ALL ASPEGT5 OF THE ELEGTRIGAL WORK WITH THE LOCAL UTILITY GOMPANY PROVIDING THE SERVICES TO THE PROPOSED BUILDING. INSURE THAT THE GENERAL INTENT OF THE DRAWINGS IN AGGORDANGE WITH THE LOCAL ELEGTRIGAL GORE IS APPLIED 4 GONSIDERED WITH THE INITIAL BID PROPOSAL. 11� IF ....... ... . I O EN ERAL NOTES I-1 36, PROVIDED OF ��--- EGRESS WIDTH OGGU PANTS AREA/SF OF ROOM 11 GALGULATED OGGUPANT 10 "*— LOAD OF ROOM SF. PER �I 100 OR SPAGE PERSON OGGUPANT LOAD SHALL BE POSTED IN A GONSPIGUOUS SPAGE PER LOGAL GORES EORESS/OGGIJFANG1r FLAN 1/5" = 1'-0" A. THE DRAWINGS PREPARED BY AGKAL ARGHITEGTS ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. UNLESS OTHERWISE PROVIDED, AGKAL ARGHITEGT SHALL RETAIN ALL COMMON LAW, STATUTORY 4 OTHER RESERVED RIGHTS, INGLUDING THE GOPYRIGHT. AGKAL ARGHITEGT'S DRAWINGS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJEGTS, FOR ADDITIONS TO THIS PROJECT OR FOR GOMPLETION OF THIS PROJECT BY OTHERS, UNLESS AGKAL ARGHITEGT AGGEPTS BY AGREEMENT IN WRITING 4 WITH APPROPRIATE COMPENSATION. DO NOT REPRODUGE THESE DRAWINGS WITHOUT WRITTEN APPROVAL OF AGKAL ARGHITEGT. B. GONTRAGTORS SHALL PERFORM ALL ^ORK AS SHOWN ON THE DRAWINGS 4 SPEC, IFIGATIONS. ALL WORK SHALL BE IN GOMPLIANGE WITH THE INTERNATIONAL BUILDING CODE, AIA GENERAL GONDITIONS OF THE GONTRAGT FOR GONSTRUGTION, REG06NIZED INDUSTRY STANDARD, GRAFTSMANSHIP, STANDARDS IN THE AREA, ALL MANUFAGTURER'S REGOMMENDATIONS 4 ALL OTHER APPLIGABLE GODES. G. THE ARGHITEGT DOES NOT HAVE CONTROL OR GHARGE OF, 4 SHALL NOT BE HELD RESPONSIBLE FOR GONSTRUGTION MEANS, METHODS, TEGHNIGUES, SEQUENGES 4 PROCEDURES OR FOR THE SAFETY PREGAUTIONS, 4 PROGRAMS IN GONNEGTION WITH ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO GARRY OUT THE WORK, IN AGGORDANGE WITH THE GONTRAGT DOCUMENTS. D. DO NOT SGALE DRA^IN65. USE WRITTEN DIMENSIONS ONLY. IMMEDIATELY NOTIFY THE ARGHITEGT OF ANY DISGREPANGIES BETWEEN THESE GONTRAGT DOCUMENTS 4 ANY EXISTING GONDITIONS. E. THE GONTRAGTOR SHALL PROVIDE ALL NECESSARY BARRIGADES, SIGNAGE, REFLEGTORS, LIGHTS, ETG. DURING GONSTRUGTION. PROPERLY I7EMARGATE AREAS GL05ED TO THE PUBLIG. F. THE GONTRAGTOR WILL REMOVE ALL RUBBLE 4 DEBRIS FROM THE JOB SITE 4 LEAVE THE BUILDING 4 GROUNDS BROOM GLEAN UPON GOMPLETION OF WORK. G. GONTRAGTOR IS RESPONSIBLE FOR THE LOGATION 4 GOORDINATION OF ALL GONDUIT, PIPING, DUGT^ORK, ETG. WITH THE VARIOUS TRADES. H. GONTRAGTOR SHALL VISIT THE SITE 4 AGOUAINT HIMSELF THOROUGHLY WITH ALL EXISTING FAGILITIES 4 CONDITIONS ^HIGH WOULD AFFECT HIS PORTION OF THE WORK FAILURE TO DO SO SHALL NOT RELIEVE THE GONTRAGTOR FROM THE RESPONSIBILITY OF INSTALLING THE WORK TO MEET SAID GONDITIONS. I. ^HENEVER THERE ARE DISGREPANGIES BETWEEN THE DRA^IN6S, OR THE DRAWINGS 4 SPEGIFIGATIONS, THE GONTRAGTOR SHALL ESTIMATE UPON THE BETTER QUALITY OR GREATER QUANTITY OF MATERIAL OF WORK GALLED FOR, 4 IT SHALL BE SO FURNISHED UNLESS OTHER^ISE ORDERED IN WRITING. J. THE GENERAL GONTRAGTOR SHALL COMPLY WITH THE DESIGN INTENT OF THE GONTRAGT DOCUMENTS. IF THE GENERAL GONTRAGTOR IS UNGERTAIN OF THE DE516N INTENT HE SHALL GONTAGT THE ARGHITEGT FOR GLARIFIGATION PRIOR TO PROGEEDIN6. LAGK OF UNDERSTANDING OF THE GONTRAGT DOCUMENTS SHALL NOT BE AN EXCUSE FOR IMPROPER INSTALLATION. K. THE GONTRAGTOR SHALL OBTAIN 4 PAY FOR ALL NECESSARY PERMITS 4 FEES. L. THE GENERAL GONTRAGTOR 4 MILLWORK GONTRAGTOR SHALL VERIFY ALL APPLIANGES 4 PLUMBING FIXTURE SPACE REQUIREMENTS WITH THE SUPPLIER 4 OWNER PRIOR TO MANUFAGTURIN6 THE GABINETS. PROVIDE 2X12 BLOGKIN6 BETWEEN ^ALL FRAMING AT TOP GABINETS 4 COUNTER SUPPORTS. THE MILL^ORK GONTRAGTOR SHALL GOORDINATE THESE LOGATIONS ^ITH THE GENERAL GONTRAGTOR. THE MILLWORK GONTRAGTOR SHALL VERIFY ALL DIMENSIONS WITH MILLWORK ELEVATIONS 4 SECTIONS. CLARIFY ANY DISGREPANGIES WITH THE ARGHITEGT PRIOR TO MANUFAGTURING THE GABINETS. M. THE SIGN GONTRAGTOR SHALL SEAL ALL PENETRATIONS REQUIRED FOR THE INSTALLATION OF TENANT FAGADE SIGNAGE. PENETRATIONS MADE FOR THE MOUNTING 4 POWER CONDUIT SHALL HAVE A WATERTIGHT SEAL. GOORIJINATE WITH ARGHITEGT. N. PLANS 4 DETAIL DRAWINGS ARE TO LIMIT, EXPLAIN 4 DEFINE GONDITIONS, SPEGIFIED REQUIREMENTS 4 MANNER OF ^ORK. STRUGTURAL OR OTHER GONDITIONS MAY REQUIRE CERTAIN MODIFIGATIONS FROM THE MANNER OF INSTALLATION SHO^N, 4 SUCH DEVIATION5 AR PERMISSIBLE 4 SHALL BE MADE AS REQUIRED, BUT, SPEGIFIED SIZES 4 REQUIREMENTS NEGESSARY FOR SATISFAGTORY OPERATION SHALL REMAIN UNGHANOED. ALL SUCH GHAN6ES SHALL BE MADE AS REQUIRED 4 SHALL BE REFERRED TO THE ARGHITEGT FOR APPROVAL BEFORE PROGEEDIN6. EXTRA GHAR6ES SHALL NOT BE ALLOWED FOR THESE GHAN6E5. THE GONTRAGTOR SHALL REALIZE THAT THE DRAWINGS GOULD NOT DELVE INTO EVERY STEP, SEaUENGE, OR OPERATION NECESSARY FOR THE COMPLETION OF THE PROJECT WITHOUT DRAWING ON THE GONTRAGTOR'S EXPERIENGE OF INGENUITY. HOWEVER, ONLY TYPIGAL DETAILS ARE SHOWN ON THE PLANS. IN GASES ^HERE THE GONTRAGTOR IS NOT CERTAIN ABOUT THE METHOD OF INSTALLATION OF HIS WORK, HE SHALL ASK FOR FURTHER EXPLANATION. LAGK OF UNDERSTANDING SHALL NOT BE AN EXCUSE FOR IMPROPER INSTALLATION. IN GENERAL, THE DRAWINGS ARE DIA6RAMMATIG 4 THE GONTRAGTOR SHALL INSTALL HIS WORK IN A MANNER THAT INTERFERES BETWEEN THE VARIOUS TRADES IS AVOIDED. IN GASES WHERE INTERFERES DO OGGUR, THE ARGHITEGT IS TO STATE ^HIGH EQUIPMENT, PIPING, ETG. IS TO BE RELOGATED REGARDLESS OF ^HIGH ITEM WAS INSTALLED FIRST. z (/3 - a lL 0 W v C) U U } O til m r R� Q z w 0 cn � c� 7- LL- Q O co Of LO 0- W3 0 Q LU z LU Q x LU E LL N � v ca • NN >w M W UQ,0) g co n r 0 cj N LU is C) 0 cu F .� o m Al I_IA�M J. Ar -KA! , AIA RegigLra[ion 4: AR93341 COPYRIGHT© 2011 AGKA'_ ARCHITECTS. This document is the properly of A .ka! Aronitecta. APC T'nis Document may NOT ce copied, reproduces or used �wiiiiou: rte �wri:ten consent from Ackal Arcnitects, APG. Project Number: 15-014 Date: q/15/2015 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: GENERAL INFORMATION / LIFE SAFETY PLAN Sheet No. A1,02 02 Of 5q lL W v W � } O til m r R� WLU LL � v 7- pw LU W3 LU LU LU 3 LL - NN Al I_IA�M J. Ar -KA! , AIA RegigLra[ion 4: AR93341 COPYRIGHT© 2011 AGKA'_ ARCHITECTS. This document is the properly of A .ka! Aronitecta. APC T'nis Document may NOT ce copied, reproduces or used �wiiiiou: rte �wri:ten consent from Ackal Arcnitects, APG. Project Number: 15-014 Date: q/15/2015 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: GENERAL INFORMATION / LIFE SAFETY PLAN Sheet No. A1,02 02 Of 5q &ENERAL REaUIREMENTS OVERVIEY"llIli FOR ACeCoESSIB I LITI GOMPLIANGE CHAPTER 1: APPLICATION 6 AZ�MINISTRATION CHAPTER 2: 5COPIN& REaUIREMENT5 225 STORA(�E 2:25-2.1 Lockers. �Nhere lockers are provided, at least 5 IX,, but no fewer than ONE OF each tgpe, shall comply �V al 1. CHAPTER 5: BIJILI��IN& BLO(�,1<5 E302 FLOOR OR 6ROUNE�) SURFAC�ES 302.2 Carpet. Garpet or r-arpot tile 5riall be aecsurely attached i shall have a firm cushion, pad, or bar -King or no riu5hion or pad. Carpoir or carpet tile shall have a level loop, textured loop, level Out pile, or, level riut/uncut pile texture. File height shall be 1/2" (13 mm) MAX.. Exposed edeo5 of carpet shall be fastened to floor surfarea i shall have trim on the entire length of the exposed edge. Garpet edge trim shall comply M 305. 302.3 Openings. Openings in floor or ground surFasea shall riot allow pas -sage of a sphere more than 1/2" (1-3 mm) diameter except as allowed in 40-7.41.5, 40q.4.5, 410.4, 310.5.5 4 510.10. Elongated openings shall be plac-od so that the long dimension is perpendicular- to the dominant direction OF travel. 2 505 CHANGES IN LEVEL X 303.2 Vertical. Changes in level OF 1/4" (&.4 mm) high MAX. shall be permitted to be vertical. Bo3.5 Beveled. charges in level 'between 1/4" (eA mm) high MIN. 1 1/2" (15 mm) high MAX. shall be coveled M a slope riot steeper, than 1:2. 303.4 Ramps. Changes in level greater than 1/2" (15 rnm) high shall be combed, 4 shell comply �11/ 405 or 41 0 e'. - - - - - - - - - - - - 504 TURNING SFA(:,E E304.3.2 T -Shaped Space. The turning space shall be a T-shaped 5pace within a Eo- n525 mm) square MIN. M arms 4 'base 3&" (q15 mm) wide MN.. \9 Each arm OF the T shall be clear of Obstructions 12" (5o5 mm) MIN. in each direction 4 the base shall be r[ear OF Obstructions 24" (610 mm) MIK. The space shall be permitted to include knee 4 toe 61crican,-e complying ;rl/ 50e, only at the and of aither, the base or ONE arm. E305 r-LEAR FLOOR OR OROUNI�> SFA(:Z 12" MIN.[56' MIN. 12" MIN 505.2 Floor or Ground Surfaces. Floor or ground surfaces of a cloar floor or ground space shall complig W 305. 60" MIN. EXc,EFITION: Slopes nor steeper than 1:45 shall be permitted. 305.5 Size. The clear floor or ground space shall be 50" (1bO mm) MIK by 45" (1220 rnM) MIK. 305.4 Knee Toe Clearance. Unless otherwise specified, Olear floor or ground 5pace shall be permitted to in,_Iude knee toe clearance complying M 50e,. 305.5 Position. Unless otherwise specified, olear Foor or ground 5pa�e shall be pasition,_d For eitner forward or parallel approach to an element. 505.6 Approach. ONE full unobstructed side of the clear floor or ground space 5hall adjoin an accessible route or adjoin another clear floor or ground space. 305.1 Maneuvering Clearance. �Nhero a clear floor or ground space is located in an alcove or otherwise confined on all or part of three sides, additional maneuvering clearance shall 'be provided in accordarire /V S05.7.1 4 -305.1.2. 3051.11 Forward Approach. Alcove5 shall be 36" ('115 mm)LviJe MIN. where the depth exceeds 24" (��,10 mm). 505.1.2 Parallel Approach. Alcoves shall 'be �,O" (1525 mm) wide MIN. where the depth exceeds 15" (3,30 mm). 506 KNEE 4 TOF (fLEARANGE 506.1 General. �Nhere space beneath an element is in�,Iuclecl as part of clear floor or ground 5pare Or turning space, the space rhall comply W 50&. Additional space shall not be prohibited beneath an element but shell not 'be considered as part of the clear floor or ground space or turning space. 306.2 Toe Clearance. 306.2.1 General. Space under an element between the finish floor or, ground 4 11'' (230 rnm) above the finish floor or ground shall be r-onsid,-red toe _Ieararire 4 shall comply M 306.2. 306.2.2 MAX. Depth. Toe clearance shall extend 25" (&55 mm) MAX. under an element. 506.2.5 MIN. REG. Depth. �Nhero rae c-learance is PEO. at an element as part of a clear Floor 5paOe. the toe ,slocranc-e shall extend 17' (450 mm) MIN. under the element., 306.2.4 Additional Glearance. Spac,,_ extending greater than &" (150 mm) beyond the available Knpe Oearanc�e at q" (250 mm) above the finish Floor or' ground shall not be coneidered too clearance. 306.2.9 YSidth. Toe clearance shall be 50" (-1&0 mrI MIN.. 306.5 Knee Clearance. 306.3.1 General. Space under an element between 9" (250 mm) a 27' (635 mm) above the finish floor or ground shall be considered knee clearanse i shall comply W 30i�13. 306.5-2 MAX. Depth. Knee clearance shall extend 25" (635 mm) MAX. under an element at 11" (2E�O mm) above the finish floor or ground. 306.5.5 MIN. REa. Depth. Y�here kn,-e clearance is REa. under, an element as part OF a clear floor 5pace, the knee clearance shall be 11" (2-50 mm) deep MIN. at li" (250 mm) above the Fini5n floor or ground, i 5" (205 mm) deep MIN. at 27' (ba!5 mm) above the finish floor' or ground. 306.5.4 Clearance Reduction. Between q" (250 mm) 1 27' (6,55 mm) aoove the finish floor or ground, the Knee clearance shall be permitted to reduce at a rate of 1" (25 MM) in depth For eal-in &" (150 mm) in height. 306.3.5 Kdth. Knee cloarance shall be 30" (160 mm) wide MIK. 50-7 FROTRIJI711NO OBJEr�TS 50-7.2 Protrusion Limits. Objects �AV leading edges more than 27" C&S5 mm) i riot more than 50" (2050 mm) above the finish floor or ground shall protrude 4" (100 mm) MAX. horizontally into the circulation path. EXCEPTION: Handralla shall be permitted to protrude 4 1/2" (115 mm) MAX. 30-1.5 Po5t-Mounted objects. Free-standing objoct�_ mounted on posts or pylons shall overhang c-irculation paths 1.2" (E305 mm) MAX. when located 27' (&55 mm) MIN. 1 50" (20E�O rnrn) MAX. above the Finish floor or ground. Y�hore a sign or other obstruction is mounted between posts or pylons i the c-lear distance 'between the posts pylons is greater than 12" (505 MM), the lowest edge OF such sign or Obstruction shall be 2-1" (�,55 mm) MAX. or -30" (2030 rnm) MIN. above the finish Floor or ground. EXCEPTION: The sloping portions OF handrail5 serving stairs i ramps shall riot be REa. to comply W 50-7.3. 30-7.4 Vertical Clearance. Vertical clearance shall be a0" (2030 mm) high MIK. G UardraiI5 or other, barriers ainall be provided whero the vertical clearance 15 less then 50" (2050 mm) high. The leading edge OF surh eu�srdrail or barrier shell 'be located 27' (&55 mrn) MAX. above the finish floor or ground. EXCEPTION: E%)or closers 4 door 51=ap5 shall be permitted to be -7,5" (Iq50 mm) MIN. above the Finish floor or ground. 501.5 REG. Clear kNidth. Frotruding Objects shall not reduce the dear width REO. for arr_e55ible route�_. 50b REAGH RAN(3ES 305.2 Forward Reach. 305.2.1 Unobstructed. INhore a forward reach is unobstructed, the high forward reach shall be 45" (1220 mm) MAX. 4 the low forward reach shall be 15" (3bO mm) MIN. above the finish floor or ground. 505.2.2 Obstructed High Reach. lrihere a high Forward reach 15 over an Obstruction, the clear floor space shall extend beneath tile element For a distance riot less than the REO. reaOrn depth over the obstriustion. The high forward coach shall be 45" (1220 mm) MAX. where the reach depth is 20" (510 mm) MAX.. �Nhere the reach depth exceeds 20" (510 mm), the high forward reach shall be 44" (1120 mrn) MAX. i the reach depth shall be 25" mm) MAX.. 305.5 Side Reach. 305.3.1 Unobstructed. �',Ihere a clear floor or ground apace allows a parallel approach to an elemeni= i the 5id . e reac,h is unobstructed, the high side reach shall be 45" (1220 mm) MAX. i the low side reach shall 'be 151� Caao mm) MIN. above the finish Floor or ground. EXCEPTIO1,15: 1. An ab5tru,_tion shall be permitted between the clear floor or ground space i the element where the depth of the Obstruction is 10" (255 mm) MAX.. :2. Operable parts of fuel dispensers 5h.311 be permitted to be 54" (13-70 mm) MAX. measured from the 5urface of the vehicularway where fuel dlspenee,­5 are installed on existing curbs. 305.3.2 Obstructed High Reach. YIhere a clear Floor or ground 5pace allows a parallel approach to an element i the high side reach is over, an obstruction, the height of the obstruction shall be 34" (a�,5 mm) MAX. i the depth of the obstruction shall be 24" (610 mm) MAX.. The high aide reach shall be 4a" (1220 mm) MAX. For a reach depth OF 10" (255 mm) MAX.. ?\here the reach depth ex,-ood5 10" (255 mm), the high aide reach shell be 44&" (11-70 mm) MAX. for, a reach depth of 24" (&10 mm) MAX.. EXCEPTIONS: 1. The top ofixashing machines i Olotho5 dryers shall be permitted to be 56" (ql5 mm) MAX. above the Finish Floor. 2. Operable parts of fuel dispensers shall be permitted to 'be 54" (15-70 mm) MAX. measured from the surface of the vehicular wag where fuel dispensers are. installed on existing curbs. E30q OPERABLE FARTS 509.2 Clear Floor Space. A clear floor or ground space complying W �105 shall be provided. 30q.3 Height. Operable parts shall be placed within ONE or more of the reach ranges specified in 30q.4 Operation. Operable parts shell be Operable W ONE hand i shall not require tight grasping, pinching, or twisting of tile wriai=. The Force FEa. to activate Operable parts shall be 5 pounds (22.2 NO MAX.. EXCEPTION: Gas pump nozzles shall not be REG. to provide Operable parts that have an activating Force of 5 pounds (22.2 N) MAX.. CHAPTER 4: ACCE5515LE ROUTE5 402 A(�,CE5515LE ROUTES 402.2 Components. Accessible routes shall consist of ONIE or more of the following (:�OrnponerI walking surfaces M a running slope not steeper than 1:20, doorways, ramps, curb ramps excluding the Flared sides, elevators, i platform lifts. All components of an acc_o5sible route shall comply W the applicable requirements of Chapter 4 1 205.5.1. 405 �NALI<,ING SURFAGES 405.2 Floor or Ground Surface. Floor or ground 5urFaces shall comply �N/ 502. 403.3 Slope. The running slope OF walking surfaces shall riot be steeper than 1:20. The crass slope of walking eurfac,es shall not 'be steeper than 1:415. 405.4 Changes in Level. Ghanges in level 5hall comply W 503. 405.5 Clearances. Y�alKirg surfaces shall provide c-learances complying M 403.5. EXCEPTION: Ktnin employee Work areas, clearances an common use circulation paths shall be permitted to be decreased by work area equipment provided that the decreaae is essential to the function of the work being performed. 403.5.1 Glear nidth. Except as provided in 405.5.2 4 405.5.5, the clear wicith ofwalking surfaces shall be 56" (915 mm) MIN.. EXCEPTION: The clear width shall be permitted to be reduced to 32" (815 mrn) MINI. for a length of 24" (&10 mrn) MAX. provided that reduced width segments are separated by segments that are 4a" (1220 mm) long MIN. 4 36" (ql5 mrn),wide MIN.. 405.5.2 Clear Kdth at Turn. �Nhere the aOce5�_lible route makes a 1,30 degree turn around an element which is less than 45" (1220 mm) wide, clear width shall be 42" (1065 mm) MIN. approaching the turn, 45" (1220 mm) MIN. at the turn 1 42" (10&5 mrn) MINI. leaving the turn. EXCEPTION: �Nhere the clearwidth at the turn is 60" (1525 mm) MIN. compliance W 405.5.2 shall not be REa.. 403.5.3 Passing Spaces. An accessible route W a clear width less than eo" (1525 mm) shall provide passing spaces at intervals of 200 feet (�,l m) MAX.. Passing 51 shall be either: a space &0" (15.25 mm) MIN. by &0" (1525 MM) MIN.; or, an interaec_tiarn of (2) walking surfaces providing a T-shaped space complying ;^V 504.3.2 where the base 4 arms of the T-shaped 5pace extend 45" (1220 mm) MJN. beyond the Intersection. 405.6 HandraiI5. �Nhere handrails are provided along walking 5ucfase5 /V running slopes riot 51tee,per than 1:20 they shall comply M 505. 404 DOORS, DOOR�NAT5, 4 GATES FULL SIDE PUSH S)IDE 45" MIN. I [ - I � RAI�)IIIJS 1/2" MAX. IS) 1. Existing locks shall be permitted in any location at existing glazed doors without 5tile5, existing overhead rolling doors or 502.4 Floor or Ground Surfaces. Parking spaces i access aisles serving them ahall sorriply �^V *302. Access aisles 5hallbe at 15- MINI. reare5t adjacent wall. Signs cortaining tactile characters shall be located so that a clear floor space of lb" (455 mm) MIN. big 2. Ar-r-oss gates in barrier walls 4 fences protecting pools, spas, 4 not tubs shall be permitted to have operable parts of the 50 release of latch on BeIF-latching devices at 54" (15-70 mm) MAX. above the finish floor or ground provided the 5elf-latchirg X 32" MIN I 0 . evil_C5 are no . t also self -lo' -kine devices 4 operated by means of a key, electrocir opener, or integral comciration lack. 504. 404.2.5 Closing Speed. Poor i gate closing speed shall comply W 404.2�S. the same level as the parking spaces they serve. Changes in level are not permitted. 52" MIN. E;Iiatance between corre5ponding dote degrees. the time REO. to move the door to a position of 12 degrees from the lat,-h is 5 ee,�ond5 MIN.. NIJT�: X=112'1 )OOR H.Ar, 5 TH A 7�LA, 405 RAMPS CL -015-5'R H. FULL SOE - - - - - - - - - - - - EXCEPTION: Slopes riot steeper than 1:43 shall be permitted. 1 52" MIN. X from one cell directly below (1) 03q5 (10 mm) to 0.400 (10.2 mm) EXCEPTION: In assembly areas, aisle ramps adjacent to seating i riot serving elements REO. to as on an acr_e55ible route shall FuSH Sl[�)F not be REa. to �.ornply W 405. trea 405.2 Slope. F��mp rL, 5 shall have a running slope not steeper than 1:12. clearance OF q5" (2490 mrn) MJN.. 605 TOILET 4 5ATHINO F,00�,15 (1. measured center, to center.) E_> C\1 Sloce MAX. Rise write ,OTs!X=sa­IJ.N. IF Y=&O' IF C11- �RHA5 - OR - E30TH A L -05 -EP 4 4. X=42'11IIN. IF 1'=54'. above the Finish floor or ground surface moaeured to the bottom of the sign. - - - - - - - entire text. Braille shall be separated 31b" (11.5 mm) MJN. from any other tactile characters 4 5/5" (-1.5 rnm) MIN. from raised F- 50:2.1 Relationship to Accessible Routes. Farking spaces 4 access aisles shall be designed so trat cars 4 vans, when parked, FULL SIr--E PUSH SIT_ -E I �7 5" MINI r EXCEPTION: Braille provided an elevator car controls shall be separated 3/16" (4.b mm) MIN. d shall be located either directly _7 FT_ _7_1 I I-1--i- RECESSED DOCKS 4 GATES FULL SIT --E 52" MIN. 1 24" MIN NOTE:Ym54-4N. IF E:101oR HA5 A c L 0 a E R. FUSH SIF -)E 24" MIN.1, 52" MIN. FUSH SIDE F-11 NOTs DOCR rV E50TH I_LO�_ER i L�,T'_H. 35/411. 2 /fl�IN. -7: 4 CHAPTER .0MMUNIGATION ELEMENT5 6 FEATURE5 HANI�RAIL 1/2" M 1/4" MIN. 1 1/2". -702 FIRE ALARM SYSTEMS 1 1/4" MIN. io.2.1 General. Fire alarm systems sinall have permanently installed audible 4 visible alarms complying W NFFA -72 (1999 or 2002 To edition) (incorporated by reference, see'ReFerencod Standards" in Chapter 1). except that the MAX. allowable sound level of i audible ratification appliances complying W 5estion 4-5.2.1 OF NIFFA -72 (lci99 edition) shall have a sound level no more than 110 Y�ALKY�Ay Y�ALL _K 5T dE3 at the MIN. hearing distance from the audible appliance. In addition, alarms in guest rooms REO. to provide communication features shall somply �N/ sections 4-5 4 4-4 of NFFA -72 (1-199 edition) or sections -7.4 4 -7.5 of NFFA -72 (2002 edition). EDGE EXCEPTION: Fire alarm 5yetems in medical care frichltie5 shall be permitted to be provided in accordance W Industry pra,_tice GUT THROIJOH AT ISLAND FROTEI-TION RAMP DETECTABLE lr,[ARNIN1(5 F_1�16E FROTEGTION -705 51&NArzE 71 AFFD SUFFAGE RAMP OPEN SOE '705.1 General. Signs shall comply W'703. Y�nere both visual 4 tar -tile characters are REO., either one sign YVboth visual i SIPES V-0" MIN MIN. tar -tile characters, or two separate signs, one YIV visual, 4 one YV tactile characters, shall be provided. AL -703.2 Raised Characters. Raised characters shall complij W -705.2 4 shall be duplicated in braille complying �N/ -7053. R'riiaed characters 5hall be installed in accordance W -703.4. 1/14-1/2" MAX.. Advisory -105.2 Raised Characters. Signs that are designed to be read by touch should riot 3 5/4". have sharp or abrasive edges. '705.2.1 Depth. Raised characters shall be 1/32" (O.a mm) MIN. above their background. 51-11, MIN. -703.2.2 Case. Characters shall be uplcerca5e. N, (MAX.) 1/2" XA,1. -103.2.5 Style. Gharacters shall 'be sons serif. Characters snall not be italic, o'blique, script, highly decorative, or OF other GLEAR INIDTI1 -2 1/4" MIN. -1 1/2" MIN unusual Forrr5. 5 -q" MIN. -103.2.4 Character Proportions. Characters shall be selected from fonts where the width OF the uppercase letter"O" is 55 1/. C'URE3 RAMP AT iSLAND MIN. 1 110 1,� MAX. OF the height of the uppercaBe letter"I". RAMP YilDTH Z -703.2.5 Character Height. Gharacter height measured vertically from the baseline of the character 51hall be 5/5" (1�, rnm) MIN. RAMP AALL S10 -r_ RAMP SECTION 2" (51 mm) MAX. based on the height of the uppercase letter"I". EXCEPTION: nhere separate raised 4 visual characters IIV the same information are provided, raised Oharactor height shall be CHAPTER 5: GENERAL SITE 4 BIJILI��INS ELEMENT5 'T permitted tobe 1/2" (13 mm) MIK. '703.2.6 Stroke Thickness. Stroke thickness of the uppercase letter"I" shall be 15 % MAX. of the height of the character. 502 F`AfW,'KlNS SFAGES -703.2.1 Character Spacing. charar-tor spacing 5hall be measured between the two closest points OF adjacent raised 50:2.1 General. Gar i van parking spaces shall comply YV 502. /�here parking spaces are rnark�odl A/ lines,width rneaeurernoni:5 characters within a me5sage, excludingword spaces, Y�here OharacterB have rectangular crass sections, spacing 'between of parking spaces i access aisles shall be male from the Oenterline OF the marking5. CHAPTER 6: PLUMBINS ELEMENT5 4 FACILITIES individual raised characters shall be 1/5" (3.2 mm) MIN. 4 4 times the raised character 5trolke width MAX.. �Nhere characters have _ cr ' e 1/lb" (1.& mm) MINI. 4 4 times the raised EXCEPTION: �Nhere parking spaces Or access ai5lo5 are not adjacent to another parking space or access aisle, messurernent5 1 1/2" MIN. , other pas sections, spacingicetween individual raised Oharacters shall o she]] be permitted to include the fullwidth of the line defining the parking space or access aisle. e)02 1�)RIM<IN(3 FOUNTAINS 1 1/2". character stroke width MAX. at the base of the cross sertion5, 4 11b" (5.2 mm) MIN. 1 4 times the raised charaGter stroke 502.2 Vehicle Spaces. Each parking epace must be at least 12' (3&5bE mm) wide, shall be mariked to deflne the width, 4 shall have 602.1 General. [�Irihl<ing Fountains shall somply loN/ Z�0-7 6 &02. 1 1/4" MIN. width MAX. at the top of the Gross sections. _Iharastera shall be separated from raised borders i decorative elements 315" q z-1 (q.5 mm) MIN.. an adjacent access aisle somplyingwith 502.3. See section 40&.5 curb ramp location. 602.2 Clear Floor Space. Units shall have a -Iear floor or ground soa,-e complying -703.2.5 Line Spacing. Spacing between the baselines OF separate lines of raised charac�terswthirl a message shall be 155 EXCEPTION: For on-5treet parallel parking spaces 4 theme parks or an entertainment complex in which are provided continuous W E!05 positioned for a forward approsOh 4 centered on the unit. l�riee i too Oiesirance attendant services or designated lots For, parking big persons ))no have disabilities: car parking Bpaco5 shall be permitted to be complying W 50b shall 'be provided. MIN. 4 1-70 1/, IfAX. of the raised character height. 1�6 inches (2440 mm) wide MIN.; van parking Bpa,�es shall be permitted to be q�, inches (2440 mm) wide MIN. where the access EXCEPTION: A parallel approacin romplgirg YV E305 shall be permitted at units For aisle is q& inches (2440) wide MINI. i shall be designated "van aacc_e5sibie"; alternatively, van parking space5 shall be permitted to children's uee where the spout is 50" (7&0 mm) MAX. above the finish floor or ground. i is measurement Ranclo MIN. in" to MAX. in" be 132 inches (5550 mm) wide mIN. where the ascess aisle is E0 Inches (1525 mm) wide MIN. 4 anall be designated "van 5 1/2" (qO mm) MAX. from the Front edge OF the unit, Including bumpers. arr-essible." 602.3 Operable Parts. Operable parts shall comply W 509. Dot 'case diameter 0.05q (15 mm) to 0.0&3 (1.& mm) 502.3 Ac�cesI5 Aisle. Al -1-055 a15105 serving parking spaces shall comply W 502.5. Access aisles 5hall adjoin an ac-ce55ible 602.4 Spout Height. Spout outlets shall be 56" (915 mm) MAX. above the finish floor or ,-RA5 BAR route. Two parking spaces shell be permitted to share a common ac�ess aisle. ground. Pi5tanse between (2) 502.5.1 iNidth. A, -cess aisles serving car- 4 van parking spaces shall '01- &0" (1525 mrI MiN.. 602.5 Spout Location. The spout shall be located 15" (550 mm) MIN. from the vertical support 1 5" (125 mm) MAX. from the dots in the same Oell (1) O.OciO (2.5 Mm) to 0.100 (2.5 mm) 502.5.2 Length. Access aisles shall extend the full length of the parking spaces they serve. front edge of the unit, including bumpers. DBtarce between corresponding 50:2.5.5 Marking. Access aisles shall be marked so as ' �o 015courage parking in them. 602.6 kNater Flow. The spout shall provide a flow ofwater 4" (100 mrn) high MINI. i shall be located 5" (125 mm) MAX. from the djar 502.5.4 Location. Access aisles shall riot overlap the vehicular way. AcOes5 aisles r�lnall be permitted to be placed on _ltriec front of the unit. The angle OF the water, Btrearn shall be measured horizontally relative to the front face of the unit. Irlhere doi=s in a, ent ��115 (1) 0.241 (a.1 mm) to 0.300 (Te, mm) side OF the parking space except for angled van parking spaces whicin shall have access aisles located an the passenger side of apouta are located less than 5" (15 mm) of the front of the unit, the angle of the water stream shall be eo degrees MAX.. INhoco the parking rpace5. , I � A � � ... -1 /­ - ) � �.- f- I- � �� Z i� �� I Z �� � 11 1 1. E�ot height 0.025 (O.a mm) to 0.05-1 (0.q rnm) 404.2.4. 404.2.3 Clear Kdth. Door openings shall provide a clear width OF 52" (&15 mm) MIN.. G-lear Openings of doorwayip �^v aiwirging doors shall be measured between the face of the door 4 the stop, W the door open q0 degrees. openings more than 24" (e,10 mrn) deep shell provide a c-lear opening of 36' (915 mm) MiN.. There shall be no projections into the REa. clear Opening width lower than *34" (,565 mm) above the finish Floor or ground. Projections into the clear opening width between -34" (be,5 mm) A- 50" (2050 rI above the finish floor Or ground shall not exceed 4" (100 mrn). EXCEPTIONS: 1. In alterations, a projection of 5/b" (le, mm) MAX. Into the REa. clear width shall be permitted For the latch side stop. 2. Door saser5 i door stabs shall be permitted to be -75" (lq,50 mm) MIN. above the finish floor or ground. 404.2.4 Maneuvering Clearances. MIN. maneuvering clearances at doors i gates Einall comply N/ 404.2.4. Maneuvering cleararl'ses shall extend the Full width of the doorway J the F -BO. latch aide or hinge aide clearance. EXCEPTION: Entrig doors to hospital patient rooms shall not be RFO. to provide the clearance beyond the latch aide OF the d car. 404.:2.4.1 Swinging Doors 4 Gates. Swinging doors 4 gates shall have maneuvering clearances c-ompi-jing W Table 440-4.2.4.1. �D 404.2.4..2 Doorways without Poor5 or Gates, sliding Doors, 4 Folding Doors. E�)oor,.VaI,,5 le5e than 36" N15 mm) wide d) without doors Or gates, sliding door5, or folding doors shall have maneuvering clearanre5 complying �N/ Table 404.2.4.2. 404.2.4.3 Recessed Doors 4 Oates. maneuvering clearances for forward approach 51hali be provided when any obstruction w I thin 15" (455 mm) of the latch side of a doorway projects more than 5" (205 mm) beyond the face Of the door, measured perlpendic�ular to the Face OF the door or gate. 404.2.4.4 Floor or Ground Surface. Floor or ground Burface within REO. maneuvering clearances shall comply �Iv 502. Ghange5 in level are riot permitted. EXCEPTIONS: 1. Slopes not steeper than 1:45 shall be permitted. 2. Changes in level at threandI complying �^V 40-1.2.5 einall be permitted. 404.2.5 Thresholds. Thresholds,, if provided at doorways, shall be 1/2" (15 mm) high MAX.. Raised thresholds i changes in level at doonways shall comply W 502 4 505. EXCEPTION: Existing or altered thresholds 5/_1" (11i mm) high MAX. trat have a beveled edge on each side W a slope not 4" NDE FAINTED 5TRIFIN* (TYP.) BOX30 PAINTED HC, FARkINO SYME30L CENTERED �N/ STALL steeper then 1:2 shall riot be REO. to comply W 404.2.5. ` I' a,_011 MIN. 5'-0" MIN. '1'-0" STANDARD STALL 404.2.1 Poor 4 6ate Hardware. Handles pulls latches locks i other operable parts on doors i gates shall comply W 509.4 1 --parable parts of such hardware shall be 54" (565 mm) MIN. 4 45" (1220 mm) MAX. above the finish floor or ground. Yihere 45" MIN slicing doors are in the fully open position, operating hardware shall be exposed i ueable from both sides. E 45" MIN. I [ - I � RAI�)IIIJS 1/2" MAX. IS) 1. Existing locks shall be permitted in any location at existing glazed doors without 5tile5, existing overhead rolling doors or 502.4 Floor or Ground Surfaces. Parking spaces i access aisles serving them ahall sorriply �^V *302. Access aisles 5hallbe at pou ar oc E! a n m mrr rom e can a a un , a ang a a - ewa or 5 rearn 5 a E! degrees MAX.. reare5t adjacent wall. Signs cortaining tactile characters shall be located so that a clear floor space of lb" (455 mm) MIN. big 2. Ar-r-oss gates in barrier walls 4 fences protecting pools, spas, 4 not tubs shall be permitted to have operable parts of the 50 release of latch on BeIF-latching devices at 54" (15-70 mm) MAX. above the finish floor or ground provided the 5elf-latchirg position 4 45 degree open position. 0 . evil_C5 are no . t also self -lo' -kine devices 4 operated by means of a key, electrocir opener, or integral comciration lack. 504. 404.2.5 Closing Speed. Poor i gate closing speed shall comply W 404.2�S. the same level as the parking spaces they serve. Changes in level are not permitted. 60.21 Drinking Fountains for Standing Persons. Spout outlets of drinKing fountains for standing persona shall be 55" (%5 E;Iiatance between corre5ponding dote degrees. the time REO. to move the door to a position of 12 degrees from the lat,-h is 5 ee,�ond5 MIN.. 504. 405 RAMPS LJ EXCEPTIONS: EXCEPTION: Slopes riot steeper than 1:43 shall be permitted. mm) MIN. i 43" (10�iO mm) MAX. above the finish Floor or ground. from one cell directly below (1) 03q5 (10 mm) to 0.400 (10.2 mm) EXCEPTION: In assembly areas, aisle ramps adjacent to seating i riot serving elements REO. to as on an acr_e55ible route shall 502.5 Vertical Clearance. Forking spaces for vans 4 acce5a aisles i_ vehicular router serving them shall provide a vertical not be REa. to �.ornply W 405. trea 405.2 Slope. F��mp rL, 5 shall have a running slope not steeper than 1:12. clearance OF q5" (2490 mrn) MJN.. 605 TOILET 4 5ATHINO F,00�,15 (1. measured center, to center.) E_> 50:2.6 Identification. Farlking space identification signs shall include the International Symbol of Accessibility complying W Sloce MAX. Rise write Steeper than 1:10 'out not steeper than 1:5 5" (-75 mm) -705.-7.2.1. Signs identifying van parking spaces shall contain the deeignation"van accessible." Signs shall be eo" (1525 mm) MIN. 603.1 General. Toilet 4 bathing rooms shall Oomply YV 605, -703.3.2 Position. Braille shall be positioned below the corce5panding text. If text is multi -lined, braille ehall be placed below th T above the Finish floor or ground surface moaeured to the bottom of the sign. 605.2 Clearances. G-learances shall comply �^V &03.2. entire text. Braille shall be separated 31b" (11.5 mm) MJN. from any other tactile characters 4 5/5" (-1.5 rnm) MIN. from raised where any portion of the sphere is within 4" (100 mm) OF the finish Floor or, ground surface. 50:2.1 Relationship to Accessible Routes. Farking spaces 4 access aisles shall be designed so trat cars 4 vans, when parked, 605.2.1 Turning Space. Turning space complying W E304 shall be provided within the room. borders i decorative elements. minimum from the water ck>5et centerline where the clearance at the water claaet 15 i�,& inches (lb -75 mm) minimum measured cannot Obstruct the REO. clearwidtin OF adjacent acse55iblo routes. 603.2.2 Overlap. REa. clear floor spaces, clearance at fixtures, 4 turning 5pace shall be permitted to overlap. EXCEPTION: Braille provided an elevator car controls shall be separated 3/16" (4.b mm) MIN. d shall be located either directly 404.1 General. Doors, doorways, 4 gates that are part of an asce5sible route shall comply W 404. � -�- - H,-- PAR<N(f, 603.2.5 Door Swing. Dacca shall not swing into the <-,[ear floor space or c-learanco REO, for any Fixture. Paor5 shall be permitted to swing into the REO. turning space. below or adjacent to the corre�ponding raised characters or symbols. '705.4 Installation Height 4 Location. Signs �N/ tactile character's shall comply W -705.4. EXCEPTION: Doors, doorways, 4 gates designed to be Operated only by security personnel shall not be F -Ea. to comply W 1. -,\,))star closet in a toilet room For a single or-c-upant arce55ed only through a private office 4 riot for common use or public use 511,NIACE GENITEREP shall riot be required to comply with e,04.4. 50 EXCEPTIONS -703.4.1 Height Above Finish Floor or Ground. Tar -tile characters on signs shall be located 4&" (12.20 mm) MIN. above the finj5 404.2.1, 404.2.5. 404.2.q, 404.5.2 a 404.5.4 through 404.5.7. 404.2 Manual Doors, Doorways, 4 Manual Gates. Manual copra i doorways i manual gates interided foruser Passage shall distance above -72" (18,50 mrn) VV STALL �NHITE LETTERIN,�-, water closet i on the rear wall. side EXCEPTIONS: 1. !�Ioor� to a toilet room or bathing room for a single cOcupart accessed Only through a private office a not For common use floor or grcurd surface, measured from the baseline of the lowest tactile charal-ter 4 &0" (1525 mm) MAX. above the finish comply /V 404.2. Ar-GESSIBLE R101UTE (1:50 MAX. BOARE',ER, 4 grab 'oars complying W �,045. di5tance above laO" (45-70 mm) 2. In residential dwelling units, grab bore shall not be REO. to be installed in toilet or bathrooms provided that reinforcement has or public use shall be permitted to swing into the sloar floor space or clearance provided the swing of the door can be floor or ground surface, measured from the baseline of the highest taOtile character. -703.4.1. 404.2.2 Pouble-Leaf Doors 4 Sates. At least ONE of the active leaves OF doorways W (2) leaves shall comply �N/ 404.2.5 4 SLOFE ALL MFEI-TION5) h X 5 (ME301reversed designed without protrusions for purposes OF suicide prevention. (3050 mm) 21 feet (e,400 MIT) 4 greater 5" (-75 mm), plus 1/5" (5.2 604.5.1 Side INall. The side wall grab bar shall be 42 inches 00�,5 mm) long minimum, located 12 inches (305 mm) maximum from to comply IrV 6,05�23. EXCEPTION: Tactile characters for elevator car controls 5haIJ not be RFO. to comply W 404.2.4. 404.2.3 Clear Kdth. Door openings shall provide a clear width OF 52" (&15 mm) MIN.. G-lear Openings of doorwayip �^v aiwirging doors shall be measured between the face of the door 4 the stop, W the door open q0 degrees. openings more than 24" (e,10 mrn) deep shell provide a c-lear opening of 36' (915 mm) MiN.. There shall be no projections into the REa. clear Opening width lower than *34" (,565 mm) above the finish Floor or ground. Projections into the clear opening width between -34" (be,5 mm) A- 50" (2050 rI above the finish floor Or ground shall not exceed 4" (100 mrn). EXCEPTIONS: 1. In alterations, a projection of 5/b" (le, mm) MAX. Into the REa. clear width shall be permitted For the latch side stop. 2. Door saser5 i door stabs shall be permitted to be -75" (lq,50 mm) MIN. above the finish floor or ground. 404.2.4 Maneuvering Clearances. MIN. maneuvering clearances at doors i gates Einall comply N/ 404.2.4. Maneuvering cleararl'ses shall extend the Full width of the doorway J the F -BO. latch aide or hinge aide clearance. EXCEPTION: Entrig doors to hospital patient rooms shall not be RFO. to provide the clearance beyond the latch aide OF the d car. 404.:2.4.1 Swinging Doors 4 Gates. Swinging doors 4 gates shall have maneuvering clearances c-ompi-jing W Table 440-4.2.4.1. �D 404.2.4..2 Doorways without Poor5 or Gates, sliding Doors, 4 Folding Doors. E�)oor,.VaI,,5 le5e than 36" N15 mm) wide d) without doors Or gates, sliding door5, or folding doors shall have maneuvering clearanre5 complying �N/ Table 404.2.4.2. 404.2.4.3 Recessed Doors 4 Oates. maneuvering clearances for forward approach 51hali be provided when any obstruction w I thin 15" (455 mm) of the latch side of a doorway projects more than 5" (205 mm) beyond the face Of the door, measured perlpendic�ular to the Face OF the door or gate. 404.2.4.4 Floor or Ground Surface. Floor or ground Burface within REO. maneuvering clearances shall comply �Iv 502. Ghange5 in level are riot permitted. EXCEPTIONS: 1. Slopes not steeper than 1:45 shall be permitted. 2. Changes in level at threandI complying �^V 40-1.2.5 einall be permitted. 404.2.5 Thresholds. Thresholds,, if provided at doorways, shall be 1/2" (15 mm) high MAX.. Raised thresholds i changes in level at doonways shall comply W 502 4 505. EXCEPTION: Existing or altered thresholds 5/_1" (11i mm) high MAX. trat have a beveled edge on each side W a slope not 4" NDE FAINTED 5TRIFIN* (TYP.) BOX30 PAINTED HC, FARkINO SYME30L CENTERED �N/ STALL steeper then 1:2 shall riot be REO. to comply W 404.2.5. ` I' a,_011 MIN. 5'-0" MIN. '1'-0" STANDARD STALL 404.2.1 Poor 4 6ate Hardware. Handles pulls latches locks i other operable parts on doors i gates shall comply W 509.4 1 --parable parts of such hardware shall be 54" (565 mm) MIN. 4 45" (1220 mm) MAX. above the finish floor or ground. Yihere 103A.2 I-ocation. K,here a tastile sign Is proviclecl al, a door, the sign shall be located alongside the door at the latch side. slicing doors are in the fully open position, operating hardware shall be exposed i ueable from both sides. E EXCEPTIONS: - I � RAI�)IIIJS 1/2" MAX. IS) 1. Existing locks shall be permitted in any location at existing glazed doors without 5tile5, existing overhead rolling doors or E grilles, i similar existing doors or grilles that are designed W loc�<s that are activated only at the top or bottom rail. reare5t adjacent wall. Signs cortaining tactile characters shall be located so that a clear floor space of lb" (455 mm) MIN. big 2. Ar-r-oss gates in barrier walls 4 fences protecting pools, spas, 4 not tubs shall be permitted to have operable parts of the 50 release of latch on BeIF-latching devices at 54" (15-70 mm) MAX. above the finish floor or ground provided the 5elf-latchirg position 4 45 degree open position. 0 . evil_C5 are no . t also self -lo' -kine devices 4 operated by means of a key, electrocir opener, or integral comciration lack. 504. 404.2.5 Closing Speed. Poor i gate closing speed shall comply W 404.2�S. 504. 404.2.5.1 Door Closers 4 Gate Closers. !�Ioor r -loser -e- 4 gate c-lo5er5 shall be adjusted so that from an open position of 90 (100 degrees. the time REO. to move the door to a position of 12 degrees from the lat,-h is 5 ee,�ond5 MIN.. 504. 405 RAMPS 504. EXCEPTIONS: ExC 405.1 General. Ramps on rilsre55ible routes shall comply W 405. 504. EXCEPTION: In assembly areas, aisle ramps adjacent to seating i riot serving elements REO. to as on an acr_e55ible route shall beyo not be REa. to �.ornply W 405. trea 405.2 Slope. F��mp rL, 5 shall have a running slope not steeper than 1:12. over EXCEPTION: In existing 5ite5, buildings, d facilities, camps shall be permittel to have running Elopes steeper than 1:12 rorriplying 504. �,V Table 405.2where such slopes are necessary due to space limitations. 504. Sloce MAX. Rise write Steeper than 1:10 'out not steeper than 1:5 5" (-75 mm) other unu5ual forms. Steeper than 1:12 'cut not steeper than 1:10 b" (150 mm) '703.5.4 Character Proportions. Gharacters shall be selected from fonts where the width OF the uppercaee letter"O" is 55 405.5 Cross Slope. Gross slope of ramp runs shall not be steeper than 1:4a. 405.4 Floor or Ground Surfaces. Floor or ground surfaces OF ramp runs shall comply W 302. Cinanga5 in love[ other than the running 51opo 4 -ro55 slope are not permitted on ramp runs. 405.5 Clear lNidth. The clear width of a ramp run i, where handraila are provided, the clear width between harldraila &hall be BLUE --- kk�- vAN BAGK6ROUNI�l A1_1_rEe151_; POLE OR 103A.2 I-ocation. K,here a tastile sign Is proviclecl al, a door, the sign shall be located alongside the door at the latch side. AALL E MOUNTED - I � RAI�)IIIJS 1/2" MAX. IS) 4051.5 Doorways. �Nhere doorways are located adjacent to a ramp landing, maneuvering clearances REa. by 404.2.4 1 E F 'OUND OF, reare5t adjacent wall. Signs cortaining tactile characters shall be located so that a clear floor space of lb" (455 mm) MIN. big IIA\/EMENIT %D ANOLEE�l NOSINO (46" MIN. FOR VAN-) FROFORTION'5: INTERNATIONAL SYME30L OF Ar-CESSIBILIT-r- 15'-0" 06-0" VANS) FA(�,ILITIES i ELEMENTS REO. TO BE IDENTIFIED AS AGGE551BLE SHALL USE THE AGGESSIELF PARr_N(7 STALL AND ACr`,F��1:5 A11�51 F INTERNATIONAL SYMBOL OF AGGES5151LITY. THE 5YM50L SHALL BE AS SHOY�N. 4 5TAlF;2AA`r5 I General. Stairs ohall comply M 504. 2 Treads 4 Risers. All steps on a flight of stairs shall have uniform riser heights 4 uniform tread depths. Fi5or5 shall be 4" mm) high MIN. 4 T' (lbO rnm) high MAX.. Treads 51nall be 11" (2aO mrri) deep MiN.. * Open Risers. Open ri5er5 are riot permitted. * Tread Surface. Stair treads shall comply W S02. Ghargea in level are not permitted. EPTION: Treads shall be perrniirted to have a slope riot steeper than 1:4a. 5 No5ings. The radius OF curvature at the loading edge of the tread 5hall be 1/2" (15 '1 MAX.. NoSirga that project nd riBerB shall have the underside of the leading edge curved or beveled. Ri5ei­5 shall be permitted to slope under the d at an angle OF 50 degrees MAX. from vertical. The permitted projection of the noeing shell extend 1 1/2" (5a mm) MAX. the tread below. 6 HandraiI5. Stair's shall have handrails complying �N/ 505. '7 INet Conditions. Stair treads 4 landings subject to wet conditions shell be designed to prevent the accumulation of c. 11" MIN. 36' (qI5 mm) MIK. I I" Ea TO ONE EXCEPTION: �Nithin employee work areas, the REO. clear width OF ramps that are a part of common use circulation paths shall TREAE�l _DEF1TH_-,,,\ be Permitted to be der-reased 'by work area equipment provided that the decrease is ea5ential to the function OF the work being performed. 405.6 Rise. The rise For any ramp run shall be 50" C7&O mm) MAX.. -1 Landings. R'arnp5 shall have landings at the top i the bottom of each ramp 405. run. Landings shall comply W 405.-7. 405.7.1 Slope. Landings shall comply �'V 302. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:43 shall be permitted. M 405.1.2 INildth. Trio landing clearwidth shall be at least as wide as the wide -5t ramp run leading to the lending. 405.1.5 Length. The lending clear length ehall be &0 STAIR �NALL SIC)E " (1525 mm) long MIN.. 103A.2 I-ocation. K,here a tastile sign Is proviclecl al, a door, the sign shall be located alongside the door at the latch side. 4051.4 Change in Direction. Ramps that change direction between runs at landings shall have a Olear landing �O" (1525 mm) E MINI. by ��,O" (15.25 mm) MNI.. - I � RAI�)IIIJS 1/2" MAX. IS) 4051.5 Doorways. �Nhere doorways are located adjacent to a ramp landing, maneuvering clearances REa. by 404.2.4 1 E (46" MIN. FOR VAN-) FROFORTION'5: INTERNATIONAL SYME30L OF Ar-CESSIBILIT-r- 15'-0" 06-0" VANS) FA(�,ILITIES i ELEMENTS REO. TO BE IDENTIFIED AS AGGE551BLE SHALL USE THE AGGESSIELF PARr_N(7 STALL AND ACr`,F��1:5 A11�51 F INTERNATIONAL SYMBOL OF AGGES5151LITY. THE 5YM50L SHALL BE AS SHOY�N. 4 5TAlF;2AA`r5 I General. Stairs ohall comply M 504. 2 Treads 4 Risers. All steps on a flight of stairs shall have uniform riser heights 4 uniform tread depths. Fi5or5 shall be 4" mm) high MIN. 4 T' (lbO rnm) high MAX.. Treads 51nall be 11" (2aO mrri) deep MiN.. * Open Risers. Open ri5er5 are riot permitted. * Tread Surface. Stair treads shall comply W S02. Ghargea in level are not permitted. EPTION: Treads shall be perrniirted to have a slope riot steeper than 1:4a. 5 No5ings. The radius OF curvature at the loading edge of the tread 5hall be 1/2" (15 '1 MAX.. NoSirga that project nd riBerB shall have the underside of the leading edge curved or beveled. Ri5ei­5 shall be permitted to slope under the d at an angle OF 50 degrees MAX. from vertical. The permitted projection of the noeing shell extend 1 1/2" (5a mm) MAX. the tread below. 6 HandraiI5. Stair's shall have handrails complying �N/ 505. '7 INet Conditions. Stair treads 4 landings subject to wet conditions shell be designed to prevent the accumulation of c. 11" MIN. 36' (qI5 mm) MIK. I I" Ea TO ONE EXCEPTION: �Nithin employee work areas, the REO. clear width OF ramps that are a part of common use circulation paths shall TREAE�l _DEF1TH_-,,,\ be Permitted to be der-reased 'by work area equipment provided that the decrease is ea5ential to the function OF the work being performed. 405.6 Rise. The rise For any ramp run shall be 50" C7&O mm) MAX.. -1 Landings. R'arnp5 shall have landings at the top i the bottom of each ramp 405. run. Landings shall comply W 405.-7. 405.7.1 Slope. Landings shall comply �'V 302. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:43 shall be permitted. M 405.1.2 INildth. Trio landing clearwidth shall be at least as wide as the wide -5t ramp run leading to the lending. 405.1.5 Length. The lending clear length ehall be &0 STAIR �NALL SIC)E " (1525 mm) long MIN.. 103A.2 I-ocation. K,here a tastile sign Is proviclecl al, a door, the sign shall be located alongside the door at the latch side. 4051.4 Change in Direction. Ramps that change direction between runs at landings shall have a Olear landing �O" (1525 mm) 11 11 141 1 11 11 11 11 11 11 11 1 MINI. by ��,O" (15.25 mm) MNI.. - I � RAI�)IIIJS 1/2" MAX. IS) 4051.5 Doorways. �Nhere doorways are located adjacent to a ramp landing, maneuvering clearances REa. by 404.2.4 1 there is nowall space at the latch side OF a single door or at the right side of double doors, signs 5hallbe located on the 4,04.5.2 shall be permitted to overlap the REO. landing area. reare5t adjacent wall. Signs cortaining tactile characters shall be located so that a clear floor space of lb" (455 mm) MIN. big 405.5 Handrails. Ramp riun5 W a rise greater than a" (150 mm) shall have harI complying W 505. %D ANOLEE�l NOSINO EXCEPTION: Kthin employee work areas, handraiI5 shall not be REa. where rambe that are part ofcarnmon use circulation position 4 45 degree open position. paths are designed to permit the installation of handcaila somplying W 505. RarI not subject to the exception to 405.5 shall GUARD VERTIGALS HANDRAIL ON SHALL NOT be designed to maintain a 3e," (q15 mm) MIN. clearwidth when handra!15 are installed. -703.5 Visual Characters. \/i5ual chara�_teI­5 shall comply �AV -703.5. 405.q Edge Protection. Edge protection -ornplying W 4105.91 or 405-q.2 ahall be provided on each side of ramp runs i at EXCEPTION: kNinere visual characters comply A/ -703.2 4 are accompanied by braille complying W -705.3, they shall riot be REa. 604 �NATER GLOSETS 4 TOILET COMPARTMENTS each side OF ramp landings. STAIR 511��E OF ALLOVX A 4" -103.5.1 Finish 4 Contrast. r-harar-terg 4 their background shall have a non -glare finish. Gharacters shall cantraiat W their EXCEPTIONS: background W either light character's on a dark background or dark sharasterB an a light bac;Kgraund. EXCEPTION: �Nater closets 4 toilet compartments for children's use shall be permitted to comply �1`1/ �104.9. 1. Edge protection shall not be REO. on ramps that are not REG. to have handraiI5 4 have sides complying W 40b.S. 61JARI:�R>AIL DIAMETER �4 2. Edge protection 5hall not be FEO. on the sides of ramp landings serving an adjoining ramp run or stairway. the ease with whirh the text can be distirgui5hed from its background include shadows (450 mm) MINI. 1 19" (4-35 mm) MAX. from the side wall or partition in the ambulatory acce55ible toilet compartment specified in 5. Edge proteOtion shall not be FEa. on the sides of ramp landings having a vertical drop-off OF !/�" (13 rnm) MAX. within 10" SIMILAR TO VNIALL SPHERE TO colors 4 textures. (255 mm) horizontally of the MIN. landing area specified in 405A. '705.5.2 Case. Gharactere shall be uppercase or lowercase or a comicination of both. 6043.1 Size. Glearance around a water closet shall be &0 inches (1525 mrl) minimum measured perpendicularfrom the aide wall 1 405A.1 Extended Floor or Ground Surface. The floor or groundi surface of the ramp run Or landing shall extend 12" (505 mm) SIDE HANPRAIL. FA55 THROU,,H other unu5ual forms. MIN. beyond the inside Pace of a handrail complying ;,^V 505. '703.5.4 Character Proportions. Gharacters shall be selected from fonts where the width OF the uppercaee letter"O" is 55 T 405.q.2 Curb or Barrier. A curb or *carrier shall be provided that prevents the passage of a 4" (100 mm) diameter epher,_, required at other fixtures, 4 the turning space. No other fixtures or obstructions shall 'be located within the required water '703.5.5 Character Height. MIN. character height 5halI comply A/ Table -705.55. Viewing distance shall be measured as the where any portion of the sphere is within 4" (100 mm) OF the finish Floor or, ground surface. horizontal distance between the character, 4 an Obstruction preventing further, approach towards the sign. Gharacter height EXCEPTION: In residential dwelling units, a lavatory complying with &06 shall be permitted on the rear wall la inches (455 mm) I minimum from the water ck>5et centerline where the clearance at the water claaet 15 i�,& inches (lb -75 mm) minimum measured Q0 perpendicular from the rearwall. Hoidint to Finish Floor or Horizontal Viewing 1:?i5tarce MIN. Character Heioht 604.4 Seats. The seat height of a water rIoBet above the finish floor shall be 1-7 inches (4SO mm) minimum 4 1-1 inches (4a5 mm) Ground From maximum measured to the top of the seat. Seats shall not 'be sprung to return to a lifted position. Baseline OF Character EXCEPTION5: less than -72" (1,550 mm) 5/&" OE, mm) 1. -,\,))star closet in a toilet room For a single or-c-upant arce55ed only through a private office 4 riot for common use or public use MIN. shall riot be required to comply with e,04.4. 50 2. in residential dwelling units, the height ofwater cic5ets shall be permitted to be 15 inches (5,30 mm) minimumand 19 inches (4e)5 505. 51 - OF�! distance above -72" (18,50 mrn) comp EXGE water closet i on the rear wall. side EXCEPTIONS: Greater than -70" (1-lao 1. Crab cars shall not be FEa. to be installed. in a toilet room far a single o,-r-upant accessed only through a private office i riot so IBM - AT 1:1 W SL!RpE MIN /I!" - MIN. / �S�, 406 (�,IJF5 RAMPS 406.1 General. Gurb ramps on accessible routes shell comply �N/ 40&, 405.2 through 405.5, 4 1105.10. 406.2 Counter Slope. Gounter 51ope5 of adjoining gutters i road 5urFaceB immediately adjacent to the curp ramp shall not be steeper than 1:20. The adjacent surfaces at transitions at curb ramps to walks, gutters, 4 5treet5 5Icall be at the same level. 406.3 Sides of Curb Ramps. �Nhere provided, curb ramp Flares shall not be steeper than 1:10. 406.4 Landings. Landings shallbe provided at the tabs ofcurb ramps. The landing clear length ahallbe 56' (ql5 mm) MIN.. The landing clear width shall be at least as wide as the curb ramp, excluding flared aides, leading to the landing. EXCEPTION: In alterations, where there is no landing at the Fop of curb ramps, curb ramp flares shall be provided i shall Clot be 5tee -bar- than 1:12. 406.5 Location. Curb ramps i the flared sides of curb ramps shall be located so that they do riot project into vehic-ular traffic lanes, parking spaces, or parking access aisles. Gurb ramps at marked cro55ing5 shall b)e wholly contained within the markings. excluding any Flared sidea. 406.6 Diagonal Curb Ramps. Diagonal or corner tgpe curb ramps I^V returned curbs or other well-defined edger, shall have the edges parallel to the direction of pede5trian flow. The bottom of diagonal curb romps shall have a rlear 5par-ee 45" (1220 mm) MIN. Outside active traffic lanes of the roadway, E�)iagoral curb ramps provided at marked _rosainga shell provide the 4&" (1220 mm) MIN. clear space within the markings. Pig,�onal curb ramps lV flared sides shall have a segment of curb 24" (elo mm) long MIN. located on each side of the curb ramp 4 Within the marked crossing 406.1 Islands. Raised Islands in crossings shall be Put through level �V the street or have Ouro ramps at both sides. Each curb ramp shall have a level area 4a" (1220 MM) long MIN. by *3�,,, (ql5 mm) wide MIN. at the top OF the _urb ramp in the part OF the island intersected by the 6ro55ing5. Each 45" (1-E-220 mm) MIN. by 5b" (915 mm) MIN. area shall be oriented 5o that the 4.5" (1220 mm) MIN. length is in the direction of the running slope OF the curb ramic it serves. The 4a" (1220 rnm) MINI. by 36" (ql5 mm) MIN. areas 4 the acces5ible route shall be perMifted to overlap. Z LU LIA LU 111 \J V RAE�IIIJS 1/2" MAX. ANGLED RISER 1- 1/2" M,�,X. I I" MIN. 11" EOUAL TO ONE - r STAIR OPEN SIC)E IN PEFITH 5 HANF-)RAIL-5 1 General. HandraliI5 provided along walking surfaces complying W 40-3, FEO. at ramps complying M 405, J FFO. at stairs lying W 504 shell comply W 505. 2 INhere REG.. HarldraiI5 shall be provided on both aides OF stairs i ramps. PTION: In assembly areas, handraiI5 shall not be FEa. on both sides of aisle ramps where a handrail 15 provided at elther or within the aisle width. 5 Continuity. Hardrails shall be CONT. within the full length of each stair Flight or ramp run. Inside handrail5 on 5witchback �gleg stairs i rarnp�_ shall be CONIT. between flights or runs. �PTION: In assembly areas, handraiI5 on ramps shall riot be REa. to be ISONIT. in aisles serving seating. 4 Height. Top of cirilopine surfaces of handrails shall 'be 34" (,3&5 mm) MINI. 4 55" (`��E,5 mm) MAX. vertically above walking ices, stair ra5ing5, 4 ramp eurFaces. Handrails shall oe at a coraietent height above walking surfaces, stair casings, i ramp Ices. 5 Clearance. Glearanse between handrail gripping surfaces i adjacont surfaces sinall be 1 1/2" (55 mm) MIN.. b Gripping Surface. Handrail gripping surfaces 5hall be (�,ONT. along their length d shall not be obstructed along their taps dos. The bottoms OF handrail gripping surfaces shall not be Obstructed For more than 20 % OF their length. �Iqhere cled, horizontal projections shall Occur 1 1/2" (53 mm) MIN. below thE� bottom of the handrail gripping 5urfarce. :PTION5: ere handraiI5 are provided along walking surfaces �N/ slopes not steeper than 1:20. the bottoms OF handrail gripping Ices shall be permitted to be cio5truc-tod along their entire length where they ace integral to r-ra5h calls or pumper guards. a distance 'between horizontal projectior5 i the bottom OF the gripping surface shall be permitted to be rediuced by Va" ^nrn) for each 1/2" (15 mm) of additional handrail perimeter dimension that exceeds 4" (100 mm). -7 Chose Section. Handrail gripping surfaces shall have a cross 5ec . tion Oomplying W 505.1.1 or 505.1.2. 7.1 Circular Cross Section. Handrail gripping eurfaces M a circular cross section shall have an -Outside diameter, of 1 1/4" im) MIN. 1 2" (51 mm) MAX.. 1.2 Non-Gircular Chose Sections. Handrail gripping surfaces W a rion-c-irr-War r -roes 5ection shall have a perimeter i5ion of 4" (100 mm) MIN. i �, 114" (11�,O mm) m,�,x., i a cro5a-section dimension OF 2 1/4" (5-7 mm) MAX.. 5 Surfaces. Handrail gripping surfaces i any surfaces adjacent to them shall be free of sharp or abrasive elements 4 shall rounded ecige5. q Fittings. Hardrails shall not rotate within their fittings. 10 Handrail Extensions. Handrail gripping surfaces shall extend beyond i in the same direction of stair flights i ramp runs cordance ff'TION5: tensions shall not be REG. For GONT. handraiI5 at the inside turn of 5witchbaclk or, dogleg stairs i ramps. assembly areas, exteri�_ion5 shall riot be REa. For, ramp handrail5 in aisles serving seating where the handralls are )ntirI to provide access to seating i to permit crossovers within aisles. alterations, full extensions OF handralI5 shall not be REO. where such extensions would be hazardous due to plan guration. 10.1 Top 4 Bottom Extension at Ramps. Ramp handraiI5 shall extend horizontally above the larding for 12" (S05 mm) MIN. nd the top i bottorn OF ramp runs. FX�en3iorI5 shall return to a wall, guard, or the landing surFacp_ or shall b'a GONT. to the -all OF an adjacent rarnic run. 10.2 Top Extension at Stairs. At the top of a atair flight, handrailB in . all extend horizontally above the landing for 12" (505 3innlrL AN. bec 3 directly above the first riser nosing. Extensions shall Ffturn to a wall, guard, or the landing surFarp_ or shall ONIT. to the handrail of an adjacent stair flight. 10.3 Bottom Extension at Stairs. At the pattom of a stair flight, WdrailS shall extend at tile slope OF the stair Flight For 'izontal di5tarilse at least equal to one treed depth beyond the last ej,�er cosine. Extension shall return to a wall, guard, or �ndind surface. or shall 'be GONT. to the handrail of an ad isicent 5tair' fli2ht. 2. V,�hoce the toilet room or bathing room is for individual use 4 a c-lear floor space complying /V 505.5 is provided within the 103A.2 I-ocation. K,here a tastile sign Is proviclecl al, a door, the sign shall be located alongside the door at the latch side. room beyond the arc OF the door ewing, doors shall be permitted to owing into the dear, Floor 5pace or clearance REO. for any 11 11 141 1 11 11 11 11 11 11 11 1 Fixture. - I � RAI�)IIIJS 1/2" MAX. IS) 603.5 Mirrors. Mirrors located above lavatories or countertops shall be installed �^V the bottom edge of the reflecting there is nowall space at the latch side OF a single door or at the right side of double doors, signs 5hallbe located on the surface 40" (1015 mm) MAX. above the Finish Floor or ground. Mirrors not located above lavatories or r-ourI shall be reare5t adjacent wall. Signs cortaining tactile characters shall be located so that a clear floor space of lb" (455 mm) MIN. big installed �,V the cottom edge of the reflecting surface 55" (a -lo mm) MAX. above the finish floor or ground. %D ANOLEE�l NOSINO 605.4 Coat Hooke 4 5heives. Goat hooks shall be located within one of the reach ranges specified in 505. Shelves shall be position 4 45 degree open position. located 40" (1015 mm) MIN. 1 45" (1220 mrn) MAX. above the finish floor. GUARD VERTIGALS HANDRAIL ON SHALL NOT 7 - -703.5 Visual Characters. \/i5ual chara�_teI­5 shall comply �AV -703.5. CL EXCEPTION: kNinere visual characters comply A/ -703.2 4 are accompanied by braille complying W -705.3, they shall riot be REa. 604 �NATER GLOSETS 4 TOILET COMPARTMENTS to comply W -70*3.5.2 through -705.5.q. STAIR 511��E OF ALLOVX A 4" -103.5.1 Finish 4 Contrast. r-harar-terg 4 their background shall have a non -glare finish. Gharacters shall cantraiat W their 604.1 General. �Nater closets i toilet compartments shall comply W 604,2 through &04.a. background W either light character's on a dark background or dark sharasterB an a light bac;Kgraund. EXCEPTION: �Nater closets 4 toilet compartments for children's use shall be permitted to comply �1`1/ �104.9. Advisory '703.5.1 Finish 4 Contrast. Signs are more legible For persons with low vision 61JARI:�R>AIL DIAMETER �4 w the ease with whirh the text can be distirgui5hed from its background include shadows (450 mm) MINI. 1 19" (4-35 mm) MAX. from the side wall or partition in the ambulatory acce55ible toilet compartment specified in cast by lighting sources, surface glare, 4 the uniformity of the text 4 its background SIMILAR TO VNIALL SPHERE TO colors 4 textures. 604.3 Clearance. Glearance5 around ))star closets i in toilet compartments shall comply W -�,043. '705.5.2 Case. Gharactere shall be uppercase or lowercase or a comicination of both. 6043.1 Size. Glearance around a water closet shall be &0 inches (1525 mrl) minimum measured perpendicularfrom the aide wall 1 -703.5.3 Style. Gharacters shall be conventional in form. r_haracter5 shall not be italic, oblique, script, highly decorative, or of SIDE HANPRAIL. FA55 THROU,,H other unu5ual forms. 604.3.2 Overlap. The required clearance around the water closet shall be permitted to overlap the water closet, associated 11" EOUAL TO ONE - r STAIR OPEN SIC)E IN PEFITH 5 HANF-)RAIL-5 1 General. HandraliI5 provided along walking surfaces complying W 40-3, FEO. at ramps complying M 405, J FFO. at stairs lying W 504 shell comply W 505. 2 INhere REG.. HarldraiI5 shall be provided on both aides OF stairs i ramps. PTION: In assembly areas, handraiI5 shall not be FEa. on both sides of aisle ramps where a handrail 15 provided at elther or within the aisle width. 5 Continuity. Hardrails shall be CONT. within the full length of each stair Flight or ramp run. Inside handrail5 on 5witchback �gleg stairs i rarnp�_ shall be CONIT. between flights or runs. �PTION: In assembly areas, handraiI5 on ramps shall riot be REa. to be ISONIT. in aisles serving seating. 4 Height. Top of cirilopine surfaces of handrails shall 'be 34" (,3&5 mm) MINI. 4 55" (`��E,5 mm) MAX. vertically above walking ices, stair ra5ing5, 4 ramp eurFaces. Handrails shall oe at a coraietent height above walking surfaces, stair casings, i ramp Ices. 5 Clearance. Glearanse between handrail gripping surfaces i adjacont surfaces sinall be 1 1/2" (55 mm) MIN.. b Gripping Surface. Handrail gripping surfaces 5hall be (�,ONT. along their length d shall not be obstructed along their taps dos. The bottoms OF handrail gripping surfaces shall not be Obstructed For more than 20 % OF their length. �Iqhere cled, horizontal projections shall Occur 1 1/2" (53 mm) MIN. below thE� bottom of the handrail gripping 5urfarce. :PTION5: ere handraiI5 are provided along walking surfaces �N/ slopes not steeper than 1:20. the bottoms OF handrail gripping Ices shall be permitted to be cio5truc-tod along their entire length where they ace integral to r-ra5h calls or pumper guards. a distance 'between horizontal projectior5 i the bottom OF the gripping surface shall be permitted to be rediuced by Va" ^nrn) for each 1/2" (15 mm) of additional handrail perimeter dimension that exceeds 4" (100 mm). -7 Chose Section. Handrail gripping surfaces shall have a cross 5ec . tion Oomplying W 505.1.1 or 505.1.2. 7.1 Circular Cross Section. Handrail gripping eurfaces M a circular cross section shall have an -Outside diameter, of 1 1/4" im) MIN. 1 2" (51 mm) MAX.. 1.2 Non-Gircular Chose Sections. Handrail gripping surfaces W a rion-c-irr-War r -roes 5ection shall have a perimeter i5ion of 4" (100 mm) MIN. i �, 114" (11�,O mm) m,�,x., i a cro5a-section dimension OF 2 1/4" (5-7 mm) MAX.. 5 Surfaces. Handrail gripping surfaces i any surfaces adjacent to them shall be free of sharp or abrasive elements 4 shall rounded ecige5. q Fittings. Hardrails shall not rotate within their fittings. 10 Handrail Extensions. Handrail gripping surfaces shall extend beyond i in the same direction of stair flights i ramp runs cordance ff'TION5: tensions shall not be REG. For GONT. handraiI5 at the inside turn of 5witchbaclk or, dogleg stairs i ramps. assembly areas, exteri�_ion5 shall riot be REa. For, ramp handrail5 in aisles serving seating where the handralls are )ntirI to provide access to seating i to permit crossovers within aisles. alterations, full extensions OF handralI5 shall not be REO. where such extensions would be hazardous due to plan guration. 10.1 Top 4 Bottom Extension at Ramps. Ramp handraiI5 shall extend horizontally above the larding for 12" (S05 mm) MIN. nd the top i bottorn OF ramp runs. FX�en3iorI5 shall return to a wall, guard, or the landing surFacp_ or shall b'a GONT. to the -all OF an adjacent rarnic run. 10.2 Top Extension at Stairs. At the top of a atair flight, handrailB in . all extend horizontally above the landing for 12" (505 3innlrL AN. bec 3 directly above the first riser nosing. Extensions shall Ffturn to a wall, guard, or the landing surFarp_ or shall ONIT. to the handrail of an adjacent stair flight. 10.3 Bottom Extension at Stairs. At the pattom of a stair flight, WdrailS shall extend at tile slope OF the stair Flight For 'izontal di5tarilse at least equal to one treed depth beyond the last ej,�er cosine. Extension shall return to a wall, guard, or �ndind surface. or shall 'be GONT. to the handrail of an ad isicent 5tair' fli2ht. 2. V,�hoce the toilet room or bathing room is for individual use 4 a c-lear floor space complying /V 505.5 is provided within the 103A.2 I-ocation. K,here a tastile sign Is proviclecl al, a door, the sign shall be located alongside the door at the latch side. room beyond the arc OF the door ewing, doors shall be permitted to owing into the dear, Floor 5pace or clearance REO. for any �Nhere a tar -tile sign is provided at double doors A/ one active leaf, the sign shall be located on the inactive leaf. �^ihero a Fixture. tar-tiIe sign is provided at double doors W two active leafs, the sign shall be located to the right of the right hand door. �NherE 603.5 Mirrors. Mirrors located above lavatories or countertops shall be installed �^V the bottom edge of the reflecting there is nowall space at the latch side OF a single door or at the right side of double doors, signs 5hallbe located on the surface 40" (1015 mm) MAX. above the Finish Floor or ground. Mirrors not located above lavatories or r-ourI shall be reare5t adjacent wall. Signs cortaining tactile characters shall be located so that a clear floor space of lb" (455 mm) MIN. big installed �,V the cottom edge of the reflecting surface 55" (a -lo mm) MAX. above the finish floor or ground. 15" (455 mm) MIN., centered an the tactile characters, is provided beyond the arc OF any door swing between the closed 605.4 Coat Hooke 4 5heives. Goat hooks shall be located within one of the reach ranges specified in 505. Shelves shall be position 4 45 degree open position. located 40" (1015 mm) MIN. 1 45" (1220 mrn) MAX. above the finish floor. EXCEPTION: Signs IrV tactile characters snail be permitted on the push aide of doors W closers 4 without hold -open devices. 7 - -703.5 Visual Characters. \/i5ual chara�_teI­5 shall comply �AV -703.5. CL EXCEPTION: kNinere visual characters comply A/ -703.2 4 are accompanied by braille complying W -705.3, they shall riot be REa. 604 �NATER GLOSETS 4 TOILET COMPARTMENTS to comply W -70*3.5.2 through -705.5.q. -103.5.1 Finish 4 Contrast. r-harar-terg 4 their background shall have a non -glare finish. Gharacters shall cantraiat W their 604.1 General. �Nater closets i toilet compartments shall comply W 604,2 through &04.a. background W either light character's on a dark background or dark sharasterB an a light bac;Kgraund. EXCEPTION: �Nater closets 4 toilet compartments for children's use shall be permitted to comply �1`1/ �104.9. Advisory '703.5.1 Finish 4 Contrast. Signs are more legible For persons with low vision 604.2 Location. The water closet shall be positioned W a wall or partition to the rear i to one side. The centErline of the water when characters contrast as much as possible with their background. Additional Factors affecting closet shall be 16" (405 mm) MIN. to Ila" (455 mm) MAX. from the aide wall or partition, except that the water closet shall be 17' the ease with whirh the text can be distirgui5hed from its background include shadows (450 mm) MINI. 1 19" (4-35 mm) MAX. from the side wall or partition in the ambulatory acce55ible toilet compartment specified in cast by lighting sources, surface glare, 4 the uniformity of the text 4 its background &04Z.2. lrIater r-105etE, shall be arranged For a left-hand or right-hand approach. colors 4 textures. 604.3 Clearance. Glearance5 around ))star closets i in toilet compartments shall comply W -�,043. '705.5.2 Case. Gharactere shall be uppercase or lowercase or a comicination of both. 6043.1 Size. Glearance around a water closet shall be &0 inches (1525 mrl) minimum measured perpendicularfrom the aide wall 1 -703.5.3 Style. Gharacters shall be conventional in form. r_haracter5 shall not be italic, oblique, script, highly decorative, or of 56, inches (1420 mm) minimum measured perpendicular from the rearwall. other unu5ual forms. 604.3.2 Overlap. The required clearance around the water closet shall be permitted to overlap the water closet, associated '703.5.4 Character Proportions. Gharacters shall be selected from fonts where the width OF the uppercaee letter"O" is 55 grab bars, dispensers, sanitary napkin disposal units, coat hooks, shelves, arce�Bible routes. clear floor epace 4 clearances MIN. 4 110 % MAX. of the height of the uppercase letter"I". required at other fixtures, 4 the turning space. No other fixtures or obstructions shall 'be located within the required water '703.5.5 Character Height. MIN. character height 5halI comply A/ Table -705.55. Viewing distance shall be measured as the closet clearance. horizontal distance between the character, 4 an Obstruction preventing further, approach towards the sign. Gharacter height EXCEPTION: In residential dwelling units, a lavatory complying with &06 shall be permitted on the rear wall la inches (455 mm) shall be based on the uppercase letter"T". minimum from the water ck>5et centerline where the clearance at the water claaet 15 i�,& inches (lb -75 mm) minimum measured Q0 perpendicular from the rearwall. Hoidint to Finish Floor or Horizontal Viewing 1:?i5tarce MIN. Character Heioht 604.4 Seats. The seat height of a water rIoBet above the finish floor shall be 1-7 inches (4SO mm) minimum 4 1-1 inches (4a5 mm) Ground From maximum measured to the top of the seat. Seats shall not 'be sprung to return to a lifted position. Baseline OF Character EXCEPTION5: less than -72" (1,550 mm) 5/&" OE, mm) 1. -,\,))star closet in a toilet room For a single or-c-upant arce55ed only through a private office 4 riot for common use or public use 40" (1015 mm) to less shall riot be required to comply with e,04.4. than or ecival to -70" -72" (1550 mm) a greater 5/&" (16 MIT), plus Va" (3.2 2. in residential dwelling units, the height ofwater cic5ets shall be permitted to be 15 inches (5,30 mm) minimumand 19 inches (4e)5 (1-750 mm; mm) per foot (505 mm) of viewing mm)maximumacove the finish Floor measured to the top of the seat. distance above -72" (18,50 mrn) 6,04.5 Gralp Ears. Ccab bars for water clo5ete shall comply YV a0q. Grab cars shall be provided on the aide wall Olo5e5t to the water closet i on the rear wall. less than 1-30" (45-70 mm) 2" (51 rnm) EXCEPTIONS: Greater than -70" (1-lao 1. Crab cars shall not be FEa. to be installed. in a toilet room far a single o,-r-upant accessed only through a private office i riot mm) to less than or equal to la0" (45-70 mm) 4 greater, 2" (51 mm), plus Va" (3.2 for common use or public use provided that reinforcement has been installed in walls d located so as to permit the installation of 120" (5050 mm) rnm) per Foot (505 mm) of viewing grab 'oars complying W �,045. di5tance above laO" (45-70 mm) 2. In residential dwelling units, grab bore shall not be REO. to be installed in toilet or bathrooms provided that reinforcement has 11,S) been installed in walls 4 located so as to permit the installation of gralb bars Oomplying W �,043. loss than 21 feet (6400 mm) 5" (-75 mm) 5. in detention or correction Facilities, grab bars shall riot be REa. to be installed in housing or holding calls that are specially greater than 120" designed without protrusions for purposes OF suicide prevention. (3050 mm) 21 feet (e,400 MIT) 4 greater 5" (-75 mm), plus 1/5" (5.2 604.5.1 Side INall. The side wall grab bar shall be 42 inches 00�,5 mm) long minimum, located 12 inches (305 mm) maximum from mm) per foot (305 mm) of viewing the rear wall 4 extending 54 inche5 (15-70 mm) minimum from the rear wall. distance above 21 feet (6400 mm) 604.5.2 RearloNall. The rear wall grab bar shall be 3& inches (ql5 mm) long minimum 4 extend from the centerline of the water '705.5.6 Height From Finish Floor or &round. /!5ual characters shall be 40" (1015 mm) MIN. above the finish floor or ground. r-105et 12 inches (505 mm) minimum on one eide 4 24 inches (&10 mm) minimum on the other side. EXCEPTION: Visual characters indicating elevator car controls shall riot be REa. to comply �N/ EXCEPTIONS: -703.5.1 Stroke Thickness. Stroke thickness of the uppercase letter"T" shall be 10 % MIN. 4 50 % MAX. of the height of the 1, Tne rear grab bar shall be permitted to be 24 inches (610 mm) long minimum, centered on thewater Olo5et, where wall space character. does riot permit a length OF 5& inches (915 mm) minimum due to the location Of a rece55ed fixture adjacent to the water clocet. '703.5.5 Character Spacing. Gharacter spacing shall be meaeured between the two slo5e5t points of adjacent characters, 2. �Nhere an administrative authority requires flush controls For flush valves to be located in a position that conflicts with the excluding word spaces. Spacing between individual characters shall be 10 % MIN. 1 55 % MAX. of character height. location of the rear grab bar, then the rear grab bar shell be permitted to be split or shifted to the open side of the toilet area. -1035A Line Spacing. Spacing between the lbaaellre5 of separate lines of charactei­5 within a message shall be 135 110 MIN. 4 17C 604.6 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply �N/ *309. Ob MAX. of the rharaOter height. Flusn controls shall be located on the open side of the water closet except in ambulatory acce55ilblo compartments complying YV -705.6 flictogram5. Fictograme shall comply W _705.el. &04-5.2. '705.6.1 Pictogram Field. Fictograma shall have a field height of 6" (150 mrn) MINI.. Characters 4 braille shall not be located in 604.7 Dispensers. Toilet paper dispensers shall comply W 50q.4 4 shall be T' (1a0 mm) MIN. 4 -1" (230 mm) MAX. In Front OF the the pictogram field. waf=or closet measured to the centerline of the dispenser. The outlet of the dispenser shall be 15" (5�O mm) MIN. i 4a" (1220 mm) -703.6.2 Finish 4 Contrast. Pic-togram5 a their field shall have a non -glare finish. Fictograms shall contra5t W their field A/ MAX. above the finish Floor 4 51hall rot be located behind grab bars. Dispensers sinall not be of a type that controls delivery or either a light pictogram on a dark Field or a dark pictogram on a light field. that does not allow GONIT. paper flow. Advisory '705.6.:2 Finish 4 Contrast. Signs are more legible for persons with low vision 604.5 Toilet Oompartment5.lrlhoelchair accessible toilet -ompartment5 ehallmeet the requirements of &04.&.1 1 E,04.5.3. when characters contrast as much as possible with their ba,,�Kground. Additional Factors affecting Compartments containing more than one plumbing fixture shall comply with e,05. Ambulatory accessible compartments shall comply the ease with which the text can be distinguished from its background include shadows with �,04.a.2 i �,04.5.5. cast by lighting sources, surface glare, 4 the uniformity of the text 4 background 604.5.1 YNIheelchalr Accessible Compartments. Meelchair, accessible compartments shall comply with &04.5.1. colors 4 textures. 604.5.1.1 Size. ac�ce95ible compartments shall be &0 inches 0525 mm) wide minimum measured perpendicular to the -703.6.3 Text Descriptors. Fic-togram5 shall have text descriptors located directly below the pictogram field. Text 5idelwall, If 56 Inches (1420 Mm) deep minimumforwall hungwater closets 4 59 inches (1500 mm) deep minimum for floor mourted descriptors shall Comply W -705.2, -705.5 4 -705.4. water closets measured perpendicular, to the rear wall. INheelchair acse55ible compartments For children's use shall be &0 inches -7031 Symbols of Accessibility. Symbols of accessibility shall comply W _705.1 (1525 rnm) wide minimum measured perpendicular to the aide wall, 4 5q irrhe5 (1500 mm) deelp minimum for wall hung 4 floor '705.1.1 Finish 4 Contrast. Symbols of ac-cessibility 4 their background shall have a non -glare Finish. Symbols of accessibility mounted water closets measured perpendicular to the rearwall. shall contrast W their background YV either a light symbol on a dark background or a dark symbol an a light background. Advisory 604.b.l.l Size. The minimum space required in toilet compartments is provided so that a person using a wheelohair can Advisory '7051.1 Finish 4 Contrast. Signs are more legible for, persons with low Vision maneuver into position at the water closet. This space cannot be obstructed by baby changing tables or other fixtures or when characters contrast as much as possible with their aacl<graund. Additional factors affecting converI excep . L as specified at �,043.2 (Overlap). If toilet compartments are to be used to house fixtures other than the ease with which tile text can be distinguished from ite backgrcund include shadows those associated with the water closet, theymiu5t be designed to exceed theminimum space requirements. Gonvenlerce fixtures Oast by lighting Fourco�, surfar-e glare, 4 the uniformity OF the text 4 background auch as babig changing tables must also be ac_,,�e551ble to people with disabilities as well as to other usere. Toilet compartments colore, 4 textures. that are designed to meet, 4 not exceed, the minimum space requirements may riot provide adequate space for maneuvering into 'baby -705 1�)ETECTABLE kNARNIN6S position at a changing table. E,04.5.1.5 Grab Bars. Grab bars shall comply with 60q. A side-liwall grab bar complying with 604.5.1 shall be provided a shall be 'oar -705.1 General. Detectable warnings shall consist of a surface of truncated domes 4 shall comply W '705. located on the wall closest to the water closet. In addition, a rear -wall grab complying with &04.5.2 shall be provided. '705.1.1 Dome Size. Truncated comes in a detectable warning aurFac_e shall have a base diameter of 0.9" (25 rnrn) MIN. 4 1.41, (aa ,e55ible tollet compartment shall contain an accessible lavatory within 604.5.1.6 Lavatory. In new c-on5truction, the wheelchair acr mm) MAX., a top diameter of E30 % of the base Lliameter MIN. to 65 0/a of the base diameter MAX., 4 a height of 0.2" (5.1 mm). it, which must be at least 19 inches wide by 1-7 inches deep, nominal size, andwall-mounted.The lavatory shall be mounted so as not -705.1.2 Dome Spacing. Truncated comes in a detectable warning surface shall have a renter -to -r -enter spacing OF 1.6' (41 mm) to overlap the clear floorspare areas required by 5eOtlan &04 For the wheelchair accessible toilet Oompartment 4 shall comply 'be MIK 4 2.4" (&1 mm) MAX., 4 a spacing OF O.E>5" (1-7 mm) MIN., measured between the most adjar-ent domes on a ,with section �,06. Such lavatories shall counted as part of the required fixture count for the building. See square grid. also section 215.5.4. 604.5.1.1 /iater closet. In new con5truotion, the acce551ble water clo5et within the wheelchair accessible compartment shall be '705.1.3 Contrast. 1�etecta'vle warning 5urface5 5hall contrast visually W adjacent walking surfaces either light-on-darK, or located in the corner, diagonal to the door. Advisory 604.8.1.6 Lavatory 4 604.5.1.-Wiater Closet. Flocida law, section 555.504(5), F.S_ atllbulate5 that "...required bathing darK-on-light. -705.2 Platform Edges. !�,stectable warning surfaces at platform boarding edges shall be 24" (e>10 MM) wide i shall extend the rooms 4 toilet rooms in ne,.v construction shall be designed 4 son5truc-ted..."with an accessible lavatory in the wheelchair, full length OF the public use areas of the platform. accessible compartment 4 the water closet located in a corner diagonal to the door'. The ADA Standards For Accessible !;�,_rign i therefore this codo require wheelchair accessible compartments in new con5truction 4 in alterations of CHAPTER 5: SPECIAL ROOM5, SPACES 4 ELEMENT5 existing buildings to have self c-losirg doors. �Nhilo the Florida lavatory requirement i water closet placement apply only to new ,son5truc,tiorl, they are desirable for all wheelchair accessible compartments 4 should be considered 504 KITCHENS 4 KIT(�,HENETTES where Feasible. 504.1 General. kitchens 4 kit,_henette5 shall comply W a04. 605 URINALS 504.2 Clearance. Ahere a pass through kitchen 15 provided, clearar,_e5 shall comply W a04.2.1. ^here a U-shaped Kitchen is provided, clearances shall comply A/ 304.2.2. 605.1 General. Urinals shall comply M &05. EXCEPTION: spaces that do not provide a coolktop or conventional range shall not be REa. to Oompily �,V &04.2. Advisory 605.1 General. Stall -type urinals provide greater accessibility for a broader rarge Advisory 504..2 Clearance. Clearances are rm�,,a5ured from the furthest projecting Face Of OF persons, Including people of short stature. all opposing base cabinets, counter tape, appliances, or, walls, excluding hardware. 605.:2 Height a Depth. Urinals shall be the atall-type or the wall-hurg type W the rim 1-7" (4E!O mm) MAX. above the finish floor or, 504.5 Kitchen iliark Surface. In residential dwelling units REa. to comply W 50q, at least one 50" (7&0 rnnI MIN. section ground. Urinals shall be 15 1/2" (545 mm) deep MIN. measured from the outer face of the urinal him to the bac-l< of the fixture. of counter shall provide a kitchen work eurFaae that complies 1V 504.5. 605.3 Clear Floor Space. A clear floor or ground space complying W 305 positioned for forward approach shall be proviaeo. 504.5.1 Clear Floor or Ground Space. A clear floor space complying �,V 305 positioned for a forward approach shall be 6>05.4 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush cortcola shall comply I,1V 5011. provided. The clear floor or ground 5oacC shall be centered on the kitchen wark surface 4 shall provide knee 4 toe clearance *306. complying W 606 LAVATORIES a SINK5 EXC,EPTION: Gabinetry shall 'be permitted under the kitchen work surface provided that all of the following conditions are met. (a) the cabiretry can be removed without removal or replacement OF the kitchen work surfac�e: 606.1 6eneral. Lavatories i 5inlka shall comply A/ &GE1. (b) the finish floor, extends under the cabinetrij; i Advisory 606.1 General. If soap 4 towel dispensers are provided, they must be located (c) the walls behind � surrounding the cabinetrg are finished. within the reach ranges specified in 50a. Losate soap 4 towel dispenser's so that they are 504.5..2 Height. The kitchen work surface shall 'be 54" (S65 mm) MAX. above the finish floor or grolirid. conveniently usable by a person at the accessible lavatory. EXCEPTION: A counter that 15 adjustable to provide a kitchen work surface at variable heights, 2q" (755 mm) MIN. 1 5(,11 (qJ5 e>OE,.2 Clear Floor Space. A Olear Floor 5pace complying �,V 505, positioned For a Forward approach, 4 knee i toe clearance mm) MAX. shall be permitted. complying �N/ 50& shall be provided. 504.5.3 Exposed Surfaces. There shall be no sharp or abrasive 5urfacer, under, the wor� surface counters. EXCEPTIONS: 504.4 Sinks. Sinks shall comply A/ &06. 1. A Parallol approach complying ?IV 505 shall be permitted to a kitchen sink in a space where a cook top or convontioral range 804.5 Storage. At least 50 % of shelf space in storage facilities shall compIg W 511. is riot Provided 4 to weit 'oars. 504.6 Appliances. Y4hore provided, Kitchen appliance5 shall comply �Iv 504.&. 2. A lavatory in a toilet room or bathing facility for, a single occupant acceased only through a private office 4 not For common 504.6.1 Clear Floor or &round Space. A clear Floor, or ground space complying W 305 shall be provided at each kitchen u5e or publirs use shall not be REO. to provide knee 4 toe c-learance complying W 50a. appliance. Glear floor or ground spaces shall be permitted to overlap. 5. In residential du)elling units, cabinetrg shall be permitted under lavatories i kitchen sinks provided that all of the following 604.6.2 Operable Parts. All appliance controls shall comply W 30q. conditions are met: EXCEPMONS: (a) the calbinetry -an be removed without removal or replacement of the fixture; 1. Appliance doors 4 door latching devices shall not be FEa. to comply ?11/ 30q.4. (b) the Finish floor extends under the cabinetry; 1 2. 5ottom-hiriged apI doors, when in the open position, shall not be REO. to somply W 309.3. (c,) the wells behind i surrounding the cabiretry are Finished. 504.6.6 Refrigerator/Freezer. combination refrigerators 4 freezers shall have at least 50 % OF the freezer space 54" (15-10 4. A knee c-loaranc-e of 24" (&10 mm) MIN. above the Finish floor or ground shall be permitted at lavatories 4 51rI used primarily mm) MAX. above the finish floor or grourd. The clear floor or ground spar -e shall be positioned for a parallel approach to the by _hildren & through 12 years where the rim or counter 5urfaco is 51" (-755 mm) MAX. above the Finish floor or ground. space dedic-ated to a rafrigeratorlFreezer, lV the centeriine of the clear floor or ground space offset 24" (&10 mm) MAX. frorr 5. A parallel approach complying /q/ E305 shall be permitted to lavatories a slni�a used primarily by children 5 years 4 younger. the centerline of the dedicated space. el. Trio dip of the ovorflow shall riot be considered in determining Knee 4 toe clearanr_C5. 511 STORA(_�E -7. No more tnan one bowl OF a multi -bowl sink shall be REO. to provide knee i toe r�lerirarce Oomplying W 30b. 606.3 Height. Lavrtories i 5Ink5 shall be installed VV the front of the higher, of the rim or, counter surface 54" (5&5 rnrn) MAX. 511.1 General. Storage shall comply Yql all. above the finish floor, or- ground. 511.2 Clear Floor or &round Space. A Olear floor, or ground space complying W 505 shall be provided. EXCEPTIONS: 511.5 Height. Storage elements shall comply �N/ at least one of the rearh ranges specified in 50a. 1. A lavatory in a toilet or bathing Facility for, a single occupant ac�E!55ed only through a private office i not for common use or 511.4 Operable Parts. Operable parts shall comply W 30q, public u5o shall not be REa. to comply �^V &0&.5. 2. in residential dwelling unit �tchena, aink5 that are adjustable to variable heights, 29" (155 mrn) MIN. 4 5&- (915 mm) MAX., shall CHAPTER q: BUILT-IN ELEMENTS THE INFORMATION FRESENTED ON THIS SHEET AA�� SOLELY be permitted where rough -in plumbing permits connections OF supply i drain pipes for sinks mounted at the height of 2q" (755 OBTAINE:�' FROM FLORIDA ACrF55IBILiTr GOPE FOR mm). BUILDING CONSTRUCTION, 2012 EDITION. THIS INFORMATION 606.4 Faucets. GontroI5 for Faucet5 shall Oomply IN/ 50q. Hand -operated metering Faucets shall remain open For, 10 seconds CHAPTER 10: RECREATION FACILITIF-5 SHALL BE USEED AS (s�ENEfRAL 6101��AN��E FOR USUAL MIN- SITUATIONS. REFER TO GO1,15TRUGTION 7-RAY41NGS FOR 606.5 Exposed Pipes 4 Surfaces. ^star supply 4 drain pipes under lavatories i 5inike shall be insulated or Otherwise configured FRO_:ErT SFEGIFIG GONInTIONS. to protect aoain5it contact. There shall 'be no sharp or abrasive surfaces under- lavatories i sinks ALLAMJ.,1,r_K-NL, AIA Fegirtra-.Iori -: AR'13341 c0FYRI(sHTQ 201-1 Ar_r--,I_ AROHITEr-TS. Thi5,,ccument is trle property of ALkal AFr, Tria Pocument ma, NOT ,e roplej. reprodured or u5ej wficnou: tne wri ; �en con�en� frorn Acl<a! Archicecla, A -G. Projer-t Number: 15-014 1�)ate: 9/13/2015 FrojeCt Architect: E3.A. Frojer-t manager: A.D. Dral.Un E3Y: G.L. File Name: SANFORL_� Revi5ed: Sheet Name: AGGESSIBILIT"r GOE�'E C7ENERAL REOUIREMENTS Sheet No. A13 03 Of 5q 4 A I 4 ILL V- 0 7 - CL ct� C) > M LU QL UJ Q 7 - LU C/) 7- .0 Q Q0 Of LU CD LO n (D Z < LU 7 - LU 0 CIA LL Z Z < C\J LLi L-0 CA 11,S) co LL < CO LIJ C\1 Lij Lr) Q_ I C) < 00 M C7) Lo r- !�p (,Y) ALLAMJ.,1,r_K-NL, AIA Fegirtra-.Iori -: AR'13341 c0FYRI(sHTQ 201-1 Ar_r--,I_ AROHITEr-TS. Thi5,,ccument is trle property of ALkal AFr, Tria Pocument ma, NOT ,e roplej. reprodured or u5ej wficnou: tne wri ; �en con�en� frorn Acl<a! Archicecla, A -G. Projer-t Number: 15-014 1�)ate: 9/13/2015 FrojeCt Architect: E3.A. Frojer-t manager: A.D. Dral.Un E3Y: G.L. File Name: SANFORL_� Revi5ed: Sheet Name: AGGESSIBILIT"r GOE�'E C7ENERAL REOUIREMENTS Sheet No. A13 03 Of 5q 4 A I 4 ILL V- 7 - > M LU QL ILL 7 - LU 7- .0 LU LU Z < LU 7 - LU LL Z Z < CA 11,S) ALLAMJ.,1,r_K-NL, AIA Fegirtra-.Iori -: AR'13341 c0FYRI(sHTQ 201-1 Ar_r--,I_ AROHITEr-TS. Thi5,,ccument is trle property of ALkal AFr, Tria Pocument ma, NOT ,e roplej. reprodured or u5ej wficnou: tne wri ; �en con�en� frorn Acl<a! Archicecla, A -G. Projer-t Number: 15-014 1�)ate: 9/13/2015 FrojeCt Architect: E3.A. Frojer-t manager: A.D. Dral.Un E3Y: G.L. File Name: SANFORL_� Revi5ed: Sheet Name: AGGESSIBILIT"r GOE�'E C7ENERAL REOUIREMENTS Sheet No. A13 03 Of 5q 4 A I 4 4. WATER SERVICE SHALL BE PROVIDED BY PROPOSED WATER METER ASSEMBLY. 5. SANITARY SERVICE WILL BE PROVIDED WITH NEW SERVICE TO EXISTING GRAVITY MAIN. 6. CONTRACTOR SHALL FIELD LOCATE EXISTING STORM SEWER TO ENSURE PROPER CLEARANCE WITH NEW WATERMAIN INSTALLATION. 7. PAVEMENT AND STRIPING TO BE RESORTED TO EXISTING CONDITIONS. 8. CONTRACTOR TO RESTORE ALL DISTURBED LANDSCAPING. 9. MAINTENANCE OF TRAFFIC SHALL BE PROVIDED ACCORDING TO FDOT STANDARD INDEX 102-612. 10. ELEVATIONS PROVIDED ARE RELATIVE TO BUILDING FFE ELEVATION OF 44.75' NGVD. CALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 IT'S THE LAWI SUNSHINE STATE ONE CALL OF FLORIDA, INC. Utility Service Service Provider Contact Number Sanitary Sewer City of Sanford Utilities 407-688-5090 Water City of Sanford Utilities 407-688-5090 Natural Gas Florida Public Utilities Company (FPUC) 800-427-7712 Electric Florida Power & Light (FPL) 800-375-2434 011 ado, �GENS�, Iy 66387 AT 0 �lR LEO GI E,P.E. FL PE#:66387 COPYRIGHT©�01'I AOKAL AROHITEOT5. ?his document is the property of Ackal Arch [teats, APO This Document may NOT be copied, reproduced or used without the written consent from Ae-kal Architects, APG. Project Number: 15-014 Date: 9/13/2018 Project Architect: B.A. Project Manager: A.D. DraLur By: J.L.S. File Name: 5ANFORD Revised: - Sheet Name: UTILITY PLAN Sheet No. G-1 4 of 5q SQUARE CUT EDGE OF EXISTING PAVMENT (TYP.) FINISHED GRACE--\ DRENCH WIDTH VARIES SEE NOTE 10 l W/ SIZE OF PIPE L 2' MIN. ASPHALTIC CONC. WHEN FLEXIBLE POVEMENT IS CUT. _ SEE NOTE 2 ANGLE MAY VARY fSEE NOTE 4� W W • PIPE O.D. • v N 6' (TYP) SELECT u COMMON Z a 0 FILL 0. = BEDDING ROCK d W PIPE BEDDING (SEE NOTE 8 t 9) UNDISTURBED NOTES: EARTH 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL COMMON FILL COMPACTED MPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-160. FLAWABLE FILL. 100-125 P.S.L. SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MIX. 3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETER LESS THAN 24', AND 24' MAX. FOR PIPE DIAMETER 24' AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. S. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. S. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 6' MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. 11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE. REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. TYPE A BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 100 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PVC:C-900/905 4" 6" 8" 10" PIPE SIZE 12" 14" 16 18" 20" 24" 90' BEND 33 44 56 66 78 - 98 45' BEND 15 18 23 27 32 - 41 22-1/2' BEND 8 9 1 1 1 4 1 5 - 9 11-1/4' BEND 1 5 1 5 1 6 1 6 1 8 - 9 PLUG EOR OF TEE BRANCH 68 90 �66 141 164 - 21 NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: *TYPE OF PIPE: PVC HDPE • WORKING PRESSURE: P.S.I. P.S.I. • SOIL DESIGNATION: • LAYING CONDITIONS: • TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE ( PVC -HDPE -) CITY OF SANFORD 1999 FIG. 104A COLORPVC PIPE 1. WATER MAIN: OWE HOT DIPPED GALVINIZED OR STAINLESS STEEL ---� �- C (6' MIN.) TYPICAL PIPE 2" TO B" PIPE - 6* TAPE IS CENTERED ALONG TOP RALF OF PIPE.� TK. DISC ANCHORED IN POTABLE WATER MAIN POTABLE WATER MAIN 10" TO IS' PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. ---,t, /4 BARS " �4 ' . STANDARD DRAWINGS. 4. ////////l/////////// MAKE WAID MW PUFAKS WTO TO BACKFILL. S. 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. NNI anw lwlOi N"1 aua ta"lw WO nlw rww w --------------------- FOitN[ win MSI rout Sin MTI PON" win wal ►OTANt wan MTI mmu wan WA pa win WIN PAPER BACKED ADHESIVE TAPE (TYPICAL) 7 Ww MAX. roust rao Ww 1' rout wan Wal 6 INCHES BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. POTABLE WATER MAIN WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (POTABLE WATER) CITY OF SANFORD 1999 FIG. 110 SQUARE CUT EDGE TRENCH WIDTH VARIES SEE NOTE 9 OF EXISTING PAVMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADE 2' MIN. ASPHALTIC CONC. WHEN FLEXIBLE PAVEMENT Y r IS CUT GLE MAY VARY SEE NOTE 2 fSEE NOTE 41 / ° PIPE O.D. ° In 6' (TYP)i ^ 1V �� a 5 COMMON C FILL m W W UNDISTURBED e. EARTH e v (SEE NOTE 3) ' NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. LL COMPACTED TO 2. TRENCH BACKFILL: COMMON FI95% OF THE MAXIMUM DENSITY AS PER S AASHTO T-180. FLOWABLE FILL, 100-125 P.S.L. SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15' MAX. FOR PIPE DIAMETERS LESS THAN 24", AND 24' FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. S. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE B. FINAL RESTORATION REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT -OF - WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. TYPE B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 101 RENCL UNITS #4 BARS ALL AROUND (MIN. 2' CLEARANCE AROUND PIPE.) `*, r- TIE RODS INCLUDING 4" x 4' x 1/2' 1. (SEE SCHEDULE BELOW) HOT DIPPED GALVINIZED OR STAINLESS STEEL ---� �- C (6' MIN.) 2. BEARING PLATE TK. DISC ANCHORED IN MECHANICAL 'i (TYP.) BEDDING, BACKFILL, AND COMPACTION SHALL JOINTS /4 BARS " �4 ' . STANDARD DRAWINGS. 4. UNDISTURBED EARTH 2-1/2" , TO BACKFILL. S. i D 4'-0" MIN. SEE TRENCH DETAILS 17-1 4' COLLAR. 6. FOR IPE BEDDLNG ENCASE TIE RODS IN A 3" COVER REOUPREMENTS I_1/2" PVC SLEEVE TURNS TO OPEN 3 NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR TK. DISC ANCHORED IN CONCRETE SHALL BE 3000 P.S.I. 3. BEDDING, BACKFILL, AND COMPACTION SHALL ALL AROUND REQ'D. BE AS SPECIFIED ELSEWHERE IN THE " �4 ' . STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR 2-1/2" , TO BACKFILL. S. NO ALLOWANCE SHALL BE MADE FOR FRICTION 15 BETWEEN THE PIPE WALL AND THE THRUST 17-1 4' COLLAR. 6. DESIGN PRESSURE: P.S.I! SCHEDULE OF DIMENSIONS AND MATERIALS PIPE DIMENSIONS THE RODS NEO'D SIZE (NiCNES) A B C D DIA. NO. Mons alaaISl SIRS Aaw 11 aNa as a[ OGINNED ON ISIS or la Pn rt. aeslRAur (IAN/ TIO aSEE MORE 6 - 19 • m s {9INItin at ISMaaR WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 GROUND LEVEL -\ 18' 1 VINYL CONTINUOUS MAX' 38" WARNING TAPE MIN. TYPICAL UTILITY PIPE GENERAL NOTES: A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS NON- METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. B. LETTERING: 'CAUTION: WATER LINE S. LETTERING: *CAUTION: SEWER LINE BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW' OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR:PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. B. LETTERING: 'CAUTION: RECLAIMED WATER B. LETTERING: 'CAUTION: SEWER FORCE UNE BURIED BELOW' OR SIMILAR MAIN BURIED BELOW OR SIMILAR WORDING. WORDING. B. 10 GAUGE SOID COPPER WIRE W/600V INSULATOR, CONTINUOUS COLOR SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. USE PRE -FILLED DRI -SPLICE WIRE CONNECTORS W/CRIMP SLEEVE FOR ALL WIRE SPLICING, (SPEARS DE -400 or APPROVED EQUAL). THE WIRE SHALL BE LOOPED AND TIED TO ALL VALVE BOXES, (SEE FIG. 400). UTILITY PIPE WARNING TAPE (SEWER, POTABLE WATER, AND RECLAIMED WATER) CITY OF SANFORD 2014-9 FIG. 111 EE (TYP-I)NDIE �� /jam/,•.•.•.� ��/ • FULL ENCASEMENT NOTE i P.) SIDES CAN BE FORMED No P.S.I. DNCRETE INDISTURSED AM 0" WN 6' SEE NOTE 1 • MN. (TYR.) SHEETING SIDES CAN BE FORMED 'D'/2 ;'. {•:'i •:F:;' 3000 PSI coNCRETE 'T' S' MIN. "Y • ;•:rS'r��fr'�E'T UNgSNRBED ..r'• EARTH CONCRETE CRADLE NOTES: 1. (•): 15' MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND OVER. FOR CONCRETE ARCH THE MIN. WIDTH SHALL BE EQUAL TO OUTSIDE DIAMETER OF PIPE. 2. •D" REFERS TO THE DIAMETER OF THE PIPE. 3. 'T' REFERS TO THE THICKNESS OF THE PIPE. 4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 5. REFER TO SECTION 32.5 OF THE UTILITIES MANUAL FOR SHEETING AND BRACING EXCAVATIONS. S. ENDS OF ENCASEMENT SHALL BE FORMED, AND LOCATIONS SHALL BE INDICATED ON RECORD DRAWINGS. CONCRETE ARCH AND ENCASEMENT DETAILS CITY OF SANFORD 1999 FIG. 102 FINISHED GRADE CONCRETE BLOCK OR BRICK AND (SEE NOTE 2) MORTAR WALL FILLING AT BOTH ENDS ' VENT HOLE RESTRAINED JOINT DUCTILE IRON PIPE 4" MIN. 6" MIN. STEEL CASING PIPE DUCTILE IRON PIPE / Y/ MIN. CASCADE TYPE CASING SPACER NOTES: 1. WHEN CONSTRUCTION IS WITHIN FOOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE MET. 2. WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES. 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR -4 FOOT LONG, 4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICALLY APPROVED IN WRITING BY THE DIRECTOR. SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD 1999 FIG. 106 2" D.I. VENT PIPE W/SCREEN MESH 4' x 4' PRECAST OPENING AND 4'x4" SUPPORT POST (TYP. FINISHED CONCRETE VAULT LOCATION) GRADE36" SQ. CAST IRON FRAME AND COVER WITH 4" MAX. 17-1/4" ACCESS LID. GROUT 00 PREMOLDED PLASTIC 2" VALVE (TYP.) JOINT FILLER 2" POLY 5" WALLS (MIN.) 2" PORT WITH THREADED PLUG PIPE PLUG (TYP.) CUT OUT AND SEAL JOINT 2" NIPPLE WITH MORTAR FOR FORCE MAIN OR WATER MAIN 2" GATE VALVE SEE NOTE 2 2' NIPPLE SERVICE SADDLE PER SPECIFICATION FITTINGS AND SECTION 50.5.4 PIPE FOR A.R.V. SHALL BE BRASS -j 6• 1 6" �1 BEDDING ROCK 8" x 16" REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO THE DETER- MINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. 3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED. AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 112 UNDISTURBED SOIL (TYP.) EDGE OF TRENCH Q (TYP.) -IEffr--1EVI CROSS W/PLUG CROSS W/ 1T0 PLUGS AREA FO TEE WOOD BLOCKING (rrP.) AREA FOR PLUG T� TEE WLPLUG AREA FOR AREA FOR 45' BEND TEE SIS AREA FOR PLUG TEE W/ WYE END PLUG THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103A 30" x 30' x6" TK. SIDE OF FITTING(S). CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD 4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND REQ'D. SIZE OF VALVE " �4 ' . 37 TYPE OF VALVE 1a... No I ' •' ' 2-1/2" , TRENCH WIDTH L �� AND COVER WITH EXISTING 15 SERVICE 17-1 4' ACCESS UD. PROPOSOD 22-1/2' BEND 5 DIRECTION & NO. A 4• MAX, 7 . N 4 TURNS TO OPEN 3 iO 4 •' OPERATOR THRUST BLOC PLUG OR BRANCH OF TEE � AREA SQ. FT. HANDLE APPLICABLE VALVE MIN. 2' VALVE (TYP.) CAST IRON JOINT FILLER Z BOX AND COVER PIPE PLUG (TYP.) NOTES: 5' WALL (MIN.) TOP SECTION (SEE FIG. 115) UNDISTURBED MATERIAL WHERE TRENCH WALL HAS BEEN 2" PORT WITH EXTENSION ROD AS ` TO UNDISTURBED MATERIAL THREADED PLUG ANCHORS 3000 P.S.I. MIN. (TO BE APPROVED CONC. MIN. BY CITY) 2" NIPPLE VALVES 16 INCHES AND LARGER GROUT 6" TK. CONC. PAD 24' (FLUSH WITH FINISHED GRADE) s . /4 REBARS ALL AROUND �'', • 24' APPLICABLE VALVE BOX AND COVER (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR ACUUM RELEASE VALVE. CHANCE PIPE AND FITTINGS NGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTAL- LATION. 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4.0 FEET. 3. THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. OFFSET AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 113 OFFSET (AS REQ'D) SIDE OF FITTING(S). 2' D.I. VENT PIPE BENDS WOOD FORM BOARDS BEHIND W/ SCREEN MESH BELL SHALL NOT INTERFERE O9�PEpNpINRG� AND 4"x4' 4" 6" 8" 10" 12" 14" WITH JOINT (TYP.) CONCRETE VAULT LO CATION)POST(TYP- CONCRETE THRUST 37 44 CAST IRON FRAME BLOCK (TYP.) 0/2 TRENCH WIDTH 36" S0. AND COVER WITH EXISTING 15 18 17-1 4' ACCESS UD. PROPOSOD 22-1/2' BEND 5 6 GROUT PAVEMENT 4• MAX, 7 x ' P FINISHED GRADE 3 3 4 4 OPERATOR THRUST BLOC PLUG OR BRANCH OF TEE � AREA SQ. FT. HANDLE PREMOLDED PLASTIC MIN. 2' VALVE (TYP.) CAST IRON JOINT FILLER Z VALVE BOX PIPE PLUG (TYP.) NOTES: 5' WALL (MIN.) TOP SECTION 2' NIPPLE UNDISTURBED MATERIAL WHERE TRENCH WALL HAS BEEN 2" PORT WITH EXTENSION ROD AS 2• GATE TO UNDISTURBED MATERIAL THREADED PLUG REQUIRED VALVE NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST SEE NOTE 3 BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE 2" NIPPLE FILM (8 MIL) PRIOR TO PLACING CONCRETE THRUST BLOCK. GROUT 2. 90' BEND 2' 90' BEND THRUST BLOCKS AS REQUIRED. W 2" NIPPLE Cn N TO SUIT THE SPECIFIC FITTING ARRANGEMENT. 2' UNION S. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH X 2" BRASS PIPE 6. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (5) DAYS 2" GATE VALVE 6' BEDDING ROCK CONCRETE IS USED AND CITY HAS APPROVED A SHORTER C4 8' x 16" REINFORCED 11 CONCRETE FOOTING. WASTEWATER FORCE MAIN E OR WATER MAIN W U--) SERVICE SADDLE 1-- PER SPECIFICATION SECTION 50.5.4 NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR ACUUM RELEASE VALVE. CHANCE PIPE AND FITTINGS NGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTAL- LATION. 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4.0 FEET. 3. THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. OFFSET AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 113 OFFSET (AS REQ'D) SIDE OF FITTING(S). DIP: CL350 BENDS WOOD FORM BOARDS BEHIND EDGE OF CROSSCUT BELL SHALL NOT INTERFERE UD 4" 6" 8" 10" 12" 14" WITH JOINT (TYP.) (TYP.) 22 CONCRETE THRUST 37 44 = BLOCK (TYP.) 0/2 TRENCH WIDTH 10 12 15 18 21 - N 22-1/2' BEND 5 6 7 = 7 13 THRUST 3 3 4 4 5 - THRUST BLOC PLUG OR BRANCH OF TEE FITTIN AREA SQ. FT. 44 94 MIN. 140 O CONCRETE Z THRUST BLOCK LCI) NOTES: o 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST O UNDISTURBED MATERIAL WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND DITEND TO UNDISTURBED MATERIAL Nye 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS, Q NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST FJ'7 BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE Z FILM (8 MIL) PRIOR TO PLACING CONCRETE THRUST BLOCK. LU 3. ROUGH BLACKING FORMS SHALL BE USED ALONG SIDES OF Q THRUST BLOCKS AS REQUIRED. W 4. THRUST BLOCKS SHALL BE USED IN COMBINATION AS REQUIRED Cn N TO SUIT THE SPECIFIC FITTING ARRANGEMENT. LL S. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH X PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 6. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SHORTER C4 PERIOD. SCHEDULE FOR 1HRIW 6L.00K AREAS RR tN a n-1/1 H� im a orsa � "m 40 M Pam "M 611x0 P"�,o aNIS atN aw.a"N ■*mss �a1� • TO aC OMa1D®M enmL )GE OF IENCH YP.) THRUST BLOCK DETAILS CITY OF SANFORD 1999 [FIG- 103B PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN TYPICAL PIPE 4' TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. SEWER UNE SEWER LINE 10' TO 18' PIPE - 6'TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. aNn m NEI m aWl m :*NI uc m UN san uc 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. Nn m an m Irl m UN >m UN IRIS UN anal um alrla lay NNs UK PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) �� MAX. SISI LINT 1' san UN/ 6' FOR SEWER LINES -"TAPE SHALL BE GREEN WITH BLACK LETTERING. FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 108 ALL LETTERS 2' IN HEOTT IS* WITH 3/4' SPACING BETWEEN ROWS 11/4• IRRIGATING WITH 2' ,/,e RECLAIMED 12' WATER DO NOT°DRINK e 1 1/4' 1/2' BORDER , 0 0 HOTEL: 1. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES IN ALL CASES, THE SIGN SHALL BE VISIBLE TO THE PUBLIC. * IMCUCROUND SHALL BE PANTONE PURPLE 5220, LETTERS SHALL BE WHITE. S ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED. 4. POST SHALL BE U CHANNEL 2 1& RIOT ROLLED HM TENSILE RAIL OR BILLET STEEL„ NOT DIP GALVANIZED PER ASTM A-123. • MOUNTING HARDWARE SHALL BE STAMIESS SLED.. 6. SOO SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH THE CRY APPROVED ENGINEERING PLANS AND/OR AS APPROVED BY THE UTILITIES DNIECTOR. RECLAIMED WATER IRRIGATION SIGN CITY OF SANFORD 1999 FIG. 114 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 O VJ PIPE SIZE H 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 90' BEND 22 29 37 44 52 - 65 45' BEND 10 12 15 18 21 - 27 22-1/2' BEND 5 6 7 9 10 - 13 11-1/e BEND 3 3 4 4 5 - 6 PLUG OR BRANCH OF TEE 45 60 44 94 109 - 140 NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: • TYPE OF PIPE: DIP * WORKING PRESSURE: P.S.I. * SOIL DESIGNATION: * LAYING CONDITIONS: TO BE COMPLETED BY THE ENGINEER 6. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. RESTRAINED PIPE TABLE ( DIP CITY OF SANFORD 1999 FIG. 1048 PVC PIPE •• TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE 10' TO 18' PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF THE TOP HALF OF PIPE. rewr raw rNa aw,r rrl0 r aN,r � r Na,a� •r r 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. � rax awe r�NNir r�rna rW�aNr �.r •rr rN�Nwr PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) / 12' I6 INCHES IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN­/ FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. RECLAIMED WATER MAINS WITH IDENTIFICATION TAPE MAINS WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION RECLAIMED WATER) -T CITY OF SANFORD 1999 FIG. 109 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. CITY OF SANFORD UTILITY STANDARD DETAILS1 DATE1999 I APPROVED M. CRUMPTON PE I DET001 Engineering Business License: 30901 2081 SE OCEAN BLVD., SUITE 1A Stuart FL, 34996 772.888.9076 Z O VJ H Q wv J d CL' � m o U U J W Q O Z LCI) o W O LU Nye Q LU FJ'7 Z LU Q LL W � Cn N U<1 LL X C4 11 r*- -N E W U--) Q 1-- O OUJ U C10 M TA .., •� LLCn U a t U W =� z N R6 -J CV 03 LO W Y \ Li. d U 00 CO N 3 \\ Ln r 3 ♦ O M ifi3f(/. �� I• 66 JIII ,e I STATE OJF" ; 4U- �1 �+a .►moi i %;,r' f '11 1 I 1 LEO GI E,P.E. FL PE#:66387 coP &H-rowr AGKAL ARGHITEGTs. This document is the property of Ackal Architects, APG This Document may NOT be copied, reproduced or used without the written consent from Ackel Architects, APC,. Project Number: 18-014 Date: 4/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: J.L.S. File Name: SANFORD Revised: - 5heet Name: UTILITY DETAILS Sheet No. GWWWW2 5 of 5cl _ LL H wv J Q � m � W <LU� z LU m 00 LU 00 0 LU LU LL z � N U<1 ifi3f(/. �� I• 66 JIII ,e I STATE OJF" ; 4U- �1 �+a .►moi i %;,r' f '11 1 I 1 LEO GI E,P.E. FL PE#:66387 coP &H-rowr AGKAL ARGHITEGTs. This document is the property of Ackal Architects, APG This Document may NOT be copied, reproduced or used without the written consent from Ackel Architects, APC,. Project Number: 18-014 Date: 4/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: J.L.S. File Name: SANFORD Revised: - 5heet Name: UTILITY DETAILS Sheet No. GWWWW2 5 of 5cl _ 0000 00000000 0000000000 00000000000 000000000000 013 0 SEWER 000 0o 000 000 000 00 000 asa ❑000000 00000000 000000 RECLAIMED WATER SEWER 0000 00000000 0000000000 00000000000 ❑00000000000 0 0 0WATER 0 0 0 000 aaa 000000000000 00 a 000001313 00000000 000000 POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD 1999 FIG. 115 SET TOP OF VALVE BOX AT FINISHED GRADE FINISHED GRADE SEE NOTE 2 R 3- M.J. PLUG VALVE 1.10 GAUGE SOILD COPPER WIRE W/ 600V INSULATION CONTINUOUS COLOR. 2.USE PRE -FILLED DRI -SPLICE WIRE CONNECTORS W/CRIMP SLEEVE FOR ALL WIRE SPLICING. (SPEARS DS -400 or APPROVED EQUAL) WASTEWATER FORCE MAIN COVER (SEE FIGURE 115) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) ADJUSTABLE CAST IRON VALVE BOX -BOX SHALL REST ON BEDDING ROCK, NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT 6" BEDDING ROCK NOTES: 1. IF VALVE BOX RISER IS REQUIRED, USE PVC C900 PIPE EXTENSION AND NOTCH RISER FOR TRACER WIRE. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE AND BOX DETAIL CITY OF SANFORD 2014-9 FIG. 203 #9 ALUM. CLIPS PLAN VIEW 6' BRANCH UNE 2'-0" MAX. 10'-0" TO CENTER MAX (SEE FIGURE 202) SPACING SET COVERS FLUSH IN PAVED AREAS t AT 6" 4W 0 FRAMES BEDDED IN MORTAR a0 BEND (SEE NOTE 3) v CL TOP RAIL UNPAVED AREAS. PLUG (TYP) SERVICE CLEAN-OUT POST CAP 011,/WATER SEVPARATOR (SEE NOTE 2) OUTLET m - 4 COURSES (MAX.) z POST AS REQU REDECTION BARS STRETCHER N #9 WIRES CORNER 5' 2'-O' O W "TIE 12 O.C. o r` FABRIC - 3/8' ROUND 5 > INSIDE W 5, Z TRUSS BARS LINE POST W TRAFFIC RATED - ppppO��UT9RpD�E��WWALL JOINTPSURFACES (SEE NOTE 1) COVER R FRAME W 2" TURNBUCKLE TENSION WIRE GRADE S' MIN. a: PRE_PRMgD-7- Cl PRE -MOLDED (SEE NOTE S) n yOy.11 3000 PSI CONCRETE JOINT SSEALEERR WTTTH 5• "L d PROTECTIVE 0WRAPPER 4" 18" SAMPUN 6. NCHING PER SPECIFICATIONS1, B" 2 6 &W � TO 12-1-6- 4 12" OUT ee BE REMOVED) FENCE DETAIL 4" RUBBER 3/8. ADJ. -/24" GATE POST -i f - GATE CORNER TRUSS RODS --i r GATE FRAME r -GATE POST NOTES: 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. CHAIN LINK FENCE DETAIL CITY OF SANFORD 1999 FIG. 304 6" BLACK STEEL MIN. CONC. FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) 0 I M1 FINISHED GRADE 04 I I I li 1 1-I I I I-� I IT . r 4 e :I' 24" DIA. MIN. 3000 PSI CONC. NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. BOLLARD CITY OF SANFORD 1999 FIG. 116 LAT WYE WRN THICKNESS (INCHES) HEIGHT (FEET) MATERIAL MANUFACTURER 3-6 7-12 13-20 21- 6-35 PLAN VIEW 6' BRANCH UNE 56-60 (SEE FIGURE 202) 5' MAX. SET COVERS FLUSH IN PAVED AREAS t AT 6" 4W 0 FRAMES BEDDED IN MORTAR a0 BEND (SEE NOTE 3) v CL INLET UNPAVED AREAS. PLUG (TYP) SERVICE CLEAN-OUT 2 COURSES OF BRICK (MIN.) 011,/WATER SEVPARATOR (SEE NOTE 2) OUTLET m - 4 COURSES (MAX.) z V-6' MIN. AS REQU REDECTION Q SEWER MAIN SIZE VARIES SERVICE CLEAN-OUT (SEE NOTE 2) �-PERMANENT PLUG (TYP) LAT LINE TYPICAL LOCATION OF LOCATOR DEVICE SERVICE CLEAM-OUT PLAN (SEE NOTE 2) TERWNAL DEM AS REQUIRED FOR FINISHED GRADE SLOPE TO a: 6" PVC TERMINAL DEffH AT 1.0% LINT. (TYP) ROTATE 6" PVC ROTATE SPRING UNE TERMINAL DEPTH (SEE NOTE 1) AS REQUIRED FOR SERVICE (3' MIN.) SEWER MAW (TYP.) SINGLE DOUBLE SERVICE SER"CE PROFILE NOTES: 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 2. SERVICE CLERK -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE END OF EACH SERVICE STUB -OUT. 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES R NON-RESIDENTIAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. S. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO THE STUBOUT FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). SANITARY SEWER LATERAL DETAIL CITY OF SANFORD 1999 FIG. 204 CONCRETE STRUCTURE WITH PROPERTY TRAFFIC BEARING COVER LINE LOCKABLE NON SUP PROPERTY RIGHT-OF-WAY ACCESS HATCH (ALUMINUM) WOUND MO4A�TION PRESSURE SWITCH 2' BRONZE BRASS, OR 2' CAP (MIN) BRASS SHUT 0 RESIIJEI)T BALL VALVE VALVES AND fl NGS 2' MIN TEE OIL -FILLED CAST IRON PRESSURE BRASS DRAIN VALVE VALVE BOX GAUGE 2" ROSS 2" MIN DU PI BALI. CHECK VE (FULL FLOW) 2" BRASS HORIZONTAL E FLANGED TEE GATE VALVE INFLOW OUTFLOW FROM PRIVATE TO CITY PUMP STATION FORCE MAIN FULL FLOW PLUG VALVE MOUNTED DOWNSTREAM WITH 2' SQUARE ACTUATING NUT NOTES 1.THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 2.DIMENSIONS WILL VARY ACCORDING TO LINE SIZE. MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COVER. ALL HARDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STEEL 3.PRESSURE SWITCH SHALL BE ADJUSTABLE WITH THE INITIAL SETTING TO CUT OFF PUMP STATION AT A FORCE MAIN PRESSURE OF 20 P.S.I. THE ON AND OFF PUMP DIFFERENTIAL SHALL BE 10 P.S.I. AND ADJUSTABLE. Au. LET= r a Now . ----y, Sml S/r s/rar IllaDl Hoa PRIVATE CONSTRUCT AND INSTALL ' 114" PUIiP STATION u. SIGN IN ACCORDANCE WITH (OWAM HMD) XXXXXXX SECTION ECUTILITIES MANUAL OF THE L'"D"'R'0Q � IH• 1/r O PRIVATE PUMP STATION PRESSURE SWITCH AND SIGNAGE DETAILS CITY OF SANFORD 1999 FIG. 305 CONCRETE TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS BEDDING ROCK 2" MIN. CAST -IN-PLACE I PRECAST MONOLITHIC CONCRETE BASE BASE TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A PRODUCTS AND MATERIALS: A PIPE PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM D1784 AND D1785. B. FITTINGS FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, D2466 AND 03036. C. PVC CLEANER, PRIMER AND GLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE SOLVENT WELD AND CONFORM TO ASTM DESIGNATION D2564. INSTALLATION DETAILS: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. n n DUAL - co em - (aA,DEr� nas sNLEr) '"" °'� J ME am rSEE Dil MTOiTHMI 4. (SLE GErAA TIa sNEEr) SnI6�rt VACUUM VALVE (SM b PC) SML K m vAeuw MOM TYPICAL SERVICE CROSS-SECTION 4" DIA 6" LONG SPOOL PIECE WITH 1/8" STAINLESS STEEL MESH TRASH GUARD 90' BEND 90' BEND 4' PVC RISER 4" PVC C.O. THREADED CAP •!ir�i, , 45' BEND STRUCTURE ��,;.'- TEE D.W.V. WYE 4" SCH 40 PVC C.O. TYPICAL SERVICE VENT AND CLEAN-OUT DETAIL VACUUM SEWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD 1999 FIG. 205 THICKNESS (INCHES) HEIGHT (FEET) MATERIAL MANUFACTURER 3-6 7-12 13-20 21- 6-35 PLAN VIEW MANHOLE FRAME IN COVER VENT TO 56-60 (SEE FIGURE 202) Q SET COVERS FLUSH IN PAVED AREAS t AT 0 FRAMES BEDDED IN MORTAR a0 ELEVATIONS SHOWN IN (SEE NOTE 3) v CL INLET UNPAVED AREAS. J o OIL/WATER I SEF�ARATOR 2 COURSES OF BRICK (MIN.) 011,/WATER SEVPARATOR OF VERTICAL PIPE OUTLET m - 4 COURSES (MAX.) � V-6' MIN. AS REQU REDECTION Q N m 3'-0' MAX. 5' 2'-O' O W c r` U) Y 5 > INSIDE W 5, Z SECTION VIEW Q W TRAFFIC RATED - ppppO��UT9RpD�E��WWALL JOINTPSURFACES BITUMINOUS EPDXY COATINGSv� COVER R FRAME W FINISHED PAVEMENT PER SPECIFICATIONS 4'-0' S' MIN. a: PRE_PRMgD-7- Cl PRE -MOLDED (SEE NOTE S) i 122 yOy.11 3" JOINT SURFACES JOINT SSEALEERR WTTTH 5• 8' 6' d PROTECTIVE 0WRAPPER 4" 18" SAMPUN 6. NCHING PER SPECIFICATIONS1, D o 2 &W � TO p1 4 OUT ee BE REMOVED) REINFORCEMENT AND JOINT 4" RUBBER _ COM WITH -/24" DETAIL TO BE DESIGNED BY 4' RUBBER MIN. SOUEEZE-OUT 1) I— SOUEE2E_OUT THE ENGINEER AND L BOOT TYPE + 8' MIN. 42" DEPTH APPROVED BY THE 1 � U 9.T OF UOUID CITY. -I 9 _ M J� 9 SECTION JOINT DETAIL U 3 BEDDING ROCK 2" MIN. CAST -IN-PLACE I PRECAST MONOLITHIC CONCRETE BASE BASE TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A PRODUCTS AND MATERIALS: A PIPE PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM D1784 AND D1785. B. FITTINGS FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, D2466 AND 03036. C. PVC CLEANER, PRIMER AND GLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE SOLVENT WELD AND CONFORM TO ASTM DESIGNATION D2564. INSTALLATION DETAILS: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. n n DUAL - co em - (aA,DEr� nas sNLEr) '"" °'� J ME am rSEE Dil MTOiTHMI 4. (SLE GErAA TIa sNEEr) SnI6�rt VACUUM VALVE (SM b PC) SML K m vAeuw MOM TYPICAL SERVICE CROSS-SECTION 4" DIA 6" LONG SPOOL PIECE WITH 1/8" STAINLESS STEEL MESH TRASH GUARD 90' BEND 90' BEND 4' PVC RISER 4" PVC C.O. THREADED CAP •!ir�i, , 45' BEND STRUCTURE ��,;.'- TEE D.W.V. WYE 4" SCH 40 PVC C.O. TYPICAL SERVICE VENT AND CLEAN-OUT DETAIL VACUUM SEWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD 1999 FIG. 205 ream UAIM UAMUfU r I IMOD DIAMETER (INCHES) THICKNESS (INCHES) HEIGHT (FEET) MATERIAL MANUFACTURER 3-6 7-12 13-20 21- 6-35 PLAN VIEW O VENT TO 56-60 ROOF Q 67-72 0 INFLUENT SEWER a0 O (SEE NOTE 3) v CL INLET CONCRETE ENCASEMENT J o OIL/WATER I SEF�ARATOR m 011,/WATER SEVPARATOR OF VERTICAL PIPE OUTLET m - Q � P PIP AS REQU REDECTION Q ((SEE NOTE 1) m Z 97 BEND STANDARD DROP DETAIL O W c r` U) Y 5 6' - 6" 5, Z SECTION VIEW Q W TRAFFIC RATED - LL COVER R FRAME EC FINISHED PAVEMENT VENT TO V� ~ ROOF Cl 24"5" 24" _ i 122 yOy.11 3" �y,1� = 5• 8' 6' d W 0 o 4" 18" SAMPUN 6. 2 � INLET-- p1 4 OUT ee ♦ 4' 4" RUBBER 4" RUBBER -/24" BOOT TYPE 4' RUBBER BOOT TYPE 1) I— 4 BOOT TYPE 42" DEPTH 6" 1 � U .::�:.. ...., ...00 OF UOUID - 6" _ M ,. U 3 12" 8 Ln 1- 3 Q '4'[5- 4- 5 -5" 2'-1" NOTE: STRUCTURE SHALL BE DESIGNED TO PROVIDE AH -20 TRAFFIC LOADING 750 GAL. OIL AND WATER SEPARATOR DETAIL CITY OF SANFORD 2003 FIG. :306] ream UAIM UAMUfU r I IMOD DIAMETER (INCHES) THICKNESS (INCHES) HEIGHT (FEET) MATERIAL MANUFACTURER 3-6 7-12 13-20 21- 6-35 46-53 O 54-57 56-60 61-66 Q 67-72 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE B" THRU 20. SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24'. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24' OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. S. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200B NIBCO 3" DWV STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD 1999 FIG. 206 MAN TOLE WALL COLLAR ENCASED IN HON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PRECAST NHOLE WALL STAINLESS STEEL PVC OR BAND WIN STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SMALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24' OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD 1999 FIG. 201 TEE PRECAST O MANHOLE LL Q WALL 0 INFLUENT SEWER a0 O (SEE NOTE 3) v CL CONCRETE ENCASEMENT J o OF VERTICAL PIPE INLET U Q � P PIP AS REQU REDECTION Q ((SEE NOTE 1) O Z 97 BEND STANDARD DROP DETAIL O MAN TOLE WALL COLLAR ENCASED IN HON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PRECAST NHOLE WALL STAINLESS STEEL PVC OR BAND WIN STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SMALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24' OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD 1999 FIG. 201 CITY OF SANFORD H z d B z S� j.� `e po h I 6 11 2 �3 'AC PACKAGE 1999 FIG. 207 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" "SEWER AIR REI CACI-no 'CTnou WATco' AS APPLICABLE PLAN ALL COVERS USF "AS" OR EQUAL. "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 24" t 3/8" I L- 1-1/2" MIN. 4-3/4" MIN. MANHOLE FRAME: USF "227" INLET FRAME: USF "1295' OR EQUAL ELEVATION STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD 1999 FIG. 202 4" THICK 3000 PSI CONCRETE SLAB TO WITHIN 3" OF FENCE 1' CHAIN LINK FENCE PER SECTION 22.3 10 AND 46.8 OF 114E MANUAL I s (SEE FIGURE 3041 6' " 3/4' IRRIGATION METER = 2 10' o v R/W LIMITS OF TRACT TO BE DEDICATED TO CITY OF SANFORD - RTU ANTENNA -IRRIGATION SYSTEM (TYP) CONTROL PANEL (SEE FIGURE 301) -1" WATER SERVICE -HOSE BIBB W/BFP DEVICE IDEWALK 2 - 6' NO GATE BACK OF CURB L STREET LIGHT - 3/4" POTABLE C/L - PUBLIC R/W WATER METER RECLAIMED WATER MAIN • THIS DIMENSION SHALL BE EQUAL TO THE DEPTH OF THE W WET WELL MOTES: DETAIL 1. DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK, 3000 P.S.I. CONCRETE. 2. POWER TO THE PUMP STATION SHALL BE THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY. 3. LANDSCAPING SHALL BE REQUIRED AROUND PERIMETER OF FENCE. 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED AC POWERED SPRINKLER SYSTEM FOR LANDSCAPING. RECLAIMED WATER SHALL BE USED WHERE AVAILABLE S. ENGINEER SHALL PROVIDE A SCALED (1" . 20' MIN.) SITE SPECIFIC DETAIL DRAWING ON FIGURE 302. 6. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL UTILITY ACCOUNTS DURING CONSTRUCTION UNTIL PROJECT IS ACCEPTED BY THE CITY. PUMP STATION TYPICAL SITE PLAN -7 CITY OF SANFORD 1999 FIG. 300 MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. CITY OF SANFORD UTILITY STANDARD DETAILS IOATE 1999 I PROVED M. CRUMPTON PEI DET002 0C (.3"ANJN DE Enqinearinq & Planning Engineering Business License: 30901 2081 SE OCEAN BLVD., SUITE 1A Stuart FL, 34996 772.888.9076 Z O H LL Q 0 a0 O W v CL J o V U Q � J m Q O Z � O W c r` U) Y Y U) � Z 7- LU Q W -1 - LL - x EC O CV V� ~ & Cl i J i 122 yOy.11 y61 �y,1� = Op V d W 0 o yN1 2 � ly O p1 ee ♦ LU cc 1) I— 11.0 LU 1 � U .::�:.. ...., ...00 00 03 _ M ,. U 3 \ Ln 1- 3 Q ZN q Y H tl n O A CITY OF SANFORD H z d B z S� j.� `e po h I 6 11 2 �3 'AC PACKAGE 1999 FIG. 207 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" "SEWER AIR REI CACI-no 'CTnou WATco' AS APPLICABLE PLAN ALL COVERS USF "AS" OR EQUAL. "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 24" t 3/8" I L- 1-1/2" MIN. 4-3/4" MIN. MANHOLE FRAME: USF "227" INLET FRAME: USF "1295' OR EQUAL ELEVATION STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD 1999 FIG. 202 4" THICK 3000 PSI CONCRETE SLAB TO WITHIN 3" OF FENCE 1' CHAIN LINK FENCE PER SECTION 22.3 10 AND 46.8 OF 114E MANUAL I s (SEE FIGURE 3041 6' " 3/4' IRRIGATION METER = 2 10' o v R/W LIMITS OF TRACT TO BE DEDICATED TO CITY OF SANFORD - RTU ANTENNA -IRRIGATION SYSTEM (TYP) CONTROL PANEL (SEE FIGURE 301) -1" WATER SERVICE -HOSE BIBB W/BFP DEVICE IDEWALK 2 - 6' NO GATE BACK OF CURB L STREET LIGHT - 3/4" POTABLE C/L - PUBLIC R/W WATER METER RECLAIMED WATER MAIN • THIS DIMENSION SHALL BE EQUAL TO THE DEPTH OF THE W WET WELL MOTES: DETAIL 1. DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK, 3000 P.S.I. CONCRETE. 2. POWER TO THE PUMP STATION SHALL BE THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY. 3. LANDSCAPING SHALL BE REQUIRED AROUND PERIMETER OF FENCE. 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED AC POWERED SPRINKLER SYSTEM FOR LANDSCAPING. RECLAIMED WATER SHALL BE USED WHERE AVAILABLE S. ENGINEER SHALL PROVIDE A SCALED (1" . 20' MIN.) SITE SPECIFIC DETAIL DRAWING ON FIGURE 302. 6. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL UTILITY ACCOUNTS DURING CONSTRUCTION UNTIL PROJECT IS ACCEPTED BY THE CITY. PUMP STATION TYPICAL SITE PLAN -7 CITY OF SANFORD 1999 FIG. 300 MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. CITY OF SANFORD UTILITY STANDARD DETAILS IOATE 1999 I PROVED M. CRUMPTON PEI DET002 0C (.3"ANJN DE Enqinearinq & Planning Engineering Business License: 30901 2081 SE OCEAN BLVD., SUITE 1A Stuart FL, 34996 772.888.9076 Z O H LL Q 0 O W v CL J o V U Q � J m Q O Z � O W c r` U) Q U) � Z 7- LU Q W -1 - LL - x EC O CV V� ~ - CV E W Ln Op V W 0 M co LU cc 1) I— 11.0 LU 1 � U .::�:.. ...., ...00 00 03 _ M ,. U 3 \ Ln 1- 3 Q �twTlil�,, � 4 �r'�e 1'i � r€ ' ✓�r I :f= OF ; /,t x L��. LEO I E,P.E. FL PE#:66387 wryR*HT©2ori Acx ARGHTTEGTs. This document is the property oP Ackal Architects, APG This Document may NOT be copled, reproduced or used without the written consent from Ackal Architects, APG. Project Number: 18-014 Date: 9/13/2018 Project architect: B.A. Project Manager: A.D. Drawn By: J.L.S. File Name: 5ANFOPD Revised: - 5heet Name: UTILITY DETAILS Sheet No. G-3 6 of 59 LL H W v J WV_ J r Q � m LU H LU v o � � pw 7- LU 00 -1 �twTlil�,, � 4 �r'�e 1'i � r€ ' ✓�r I :f= OF ; /,t x L��. LEO I E,P.E. FL PE#:66387 wryR*HT©2ori Acx ARGHTTEGTs. This document is the property oP Ackal Architects, APG This Document may NOT be copled, reproduced or used without the written consent from Ackal Architects, APG. Project Number: 18-014 Date: 9/13/2018 Project architect: B.A. Project Manager: A.D. Drawn By: J.L.S. File Name: 5ANFOPD Revised: - 5heet Name: UTILITY DETAILS Sheet No. G-3 6 of 59 Z O F- HYDOPERNT TRAFFIC COVER DOUBLE SINGLE CORPORATION YANK + WOOD CO MORAYM r-eRANex OPERATING PANITm MOM- Frrr= WHERE REQ'D. LOTS (TMP.) SERVICE (TYP.) SERVICE (TMP.) sra p" MIN.) CAL COtnti A STOP (I' MIN.) VALVE PAD IN NUT (1• x 3/4' Q SET TOP OF VALVE BOX COVER (SEE FIGURE 115) COVER (SEE FIGURE 1 15) UNPAVED AREAS DOUBLE METER BOX SIDES LOT Mgy_ (18" x 24" MIN.) x 3�4ry O TO FINISHED GRADE (SEE FIGURE 107) HOSE NOZZLE m STOP AS REQ'D. PROPERTY CIRRI STOP ( CONCRETE PAD LINE (TYP.) _ (SEE NOTE 3) z 1 CL IN UNPAVED AREAS FINISHED GRADE 24' SQUARE AND FINISHED GRADE 9 FINISHED GRADE (SEE FIGURE 107) PUMPER NOZZLE o<J o< O 6' THICK REIN- �, �„ FACING STREET FORCED CONCRETE ER 4" 9 e�MAX 3 Ci e 8A SHEAR PAD. (SEE MINIMUM) ( ) NOTE 2) VALVE PAD 2" CAP gLINE BACKFILL (SEE FIGURE 107) C 1WIN0 TURING J = 1. 10 GAUGE SOILD 2 - f4 AT 9" Z 7 (i" ISN•) (I' MIN.) PROPERLY 2" GATE VALVE LSE SPLICE BACK COPPER WIRE W/ D.C. ALL m S Q C ADJUSTABLE CAST IRON s INTO MAIN \ 600V INSULATION AROUND n WATER METER RIDt AND WATER AL'$SER BOXES a Psi WATER METER IIP TOY WATER METERS UP TOY VALVE BOX LOCATE WIRE CONTINUOUS COLOR. •.,: Z tl7 CITY OF SEE NOTE 2 l ::. , .. M M arc OF SANFORD) Mme) 2.USE PRE-FILLED g• SEWER MAIN SINGLE SERVICE DOUBLE SERVICE O LU O BUTTERFLY DRI-SPLICE WIRE COMPACTED �►1 _ BOX SHALL REST ON VALVE CONNECTORS W/CRIMP BACKFILL M J HYDRANT " 2" 90' BEND " Q BEDDING ROCK NOT CLEANOUT RESILIENT SEAT SLEEVE FOR ALL WIRE W ANCHORING TEE SEE NOTE 3 p Z ON VALVE OR PIPE M. J. GATE VALVE o o SPLICING.) 10 GAUGE SOILD Q AND SHALL BE o (SPEARS DS-400 or 12• MIN. COPPER WIRE W/ WATER CENTERED ON APPROVED EQUAL) 6" CORPORATION STOP 600V INSULATION DOUBLE CHECK °o W C0 MAIN OPERATING NUT °& FITTING ER (NORMALLY OPEN) CONTINUOUS COLOR. VALVE LL x � ADJUSTABLE CAST � _� 4' WATER MAIN (MIN.) 8 FlR o IRON VALVE BOX I HYDRANT LOCATING WIRE ALONG O w O N (TT'P-) SEE �Y TE I MAIN. USE PRE-FILLED I Y DRI-SPLICE WIRE ( ) J d 6' BEDDING ItocK 6" PIPE 2" 90° BEND SLEEVE FOR ALLRIMP WIRELV LCA E RESTRAINED JOINT SPLICING. - 45' MECHANICAL JOINTT RESILIENT SEAT GATE DUCTILE IRON 6" BEDDING ROCK RIGHT OF WAY LINE (SPEARS DS-400 or YOKE BAR Q , O F- WITH RESTRAINERS VALVE AND BOX WATER MAIN APPROVED EQUAL) METER 1. 10 GAUGE 2.USE PRE-FILLED (TYP-) (SEE FIGURE 400) co W 00 U E W COPPER WIRE W/ DRI-SPLICE WIRE AWWA TYPE CURB STOP 600V INSULATION 6" BEDDING ROCK NOTES: CURB CONNECTORS W/CRIMP UNDISTURBED BEDDING ROCK SEPARATE ER CC THREADS :a rn = Q CONTINUOUS COLOR. SLEEVE FOR ALL WIRE EARTH BOXES WATER MAIN TYPE •K" FLEXIBLE 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WATER MAIN COPPER OR CTS SPLICING. \ P.-V WITH A PERMANENTLY PLUGGED WEEP HOLE. 2' (TYP.) (SPEARS DS-400 Or POLYETHYLENE y Q APPROVED EQUAL SADDLE TUBING (1' MIN) 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 \ J cM INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SIDEWALK (TYP.) T NOTES: . , -- ` NOTES: SECTION. RIGHT OF WAY LINE 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. PVC C900 PIPE EXTENSION ` t V W 1. IF VALVE BOX RISER IS REQUIRED, USE NOTES: 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD TAPPED CAP 2. NO SERVICE UNE SHALL TERMINATE UNDER A DRIVEWAY. AND NOTCH RISER FOR TRACER WIRE. ?�� � t v " CL t_ 1. IF VALVE BOX RISER IS REQUIRED, USE PVC C900 PIPE EXTENSION SHALL BEA 12 INCH MINIMUM. NOTES: 2. ALL WATER SHUT-OFF VALVES THIRTY 30 INCHES AND AND NOTCH RISER FOR TRACER WIRE. ( ) NOTES: 3 EA' cc LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING APPROXIMATELY BELOWFINALGRADED AND SHA(LL)BEHCLEARLY MARKED WITH A 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED OF THE UTILITIES MANUAL. B-84, KENNEDY K81A OR CLOW MEDALLION F-2545. 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED 2' x 2' x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE C3 r­_ - Ly J C" CO TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. STEEL OR BRASS WITH THREADED (NPT) JOINTS. USE TEFLON TAPE 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT- NUMBER OF THE LOT(S) TO BE SERVED. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH ON JOINTS. OF-WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OFA LO LLJ Y 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL SECTION 52.7.5 OF THE UTILITIES MANUAL STRAIGHT ASSEMBLY. PURPLE COLORED CTS POLYETHYLENE TUBING. IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL 2. COLOR SHALL BE APPROPRIATE FOR USE. , .� ` WATER 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT 2. LAYOUT OF RECLAIMED WATER MAINS AND SERVICES SHALL CONFORM 3. PLUS CORPORATION MODEL VB 2000 OR EQUAL TO THE INTENT OF THIS FIGURE. 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 Q 0 N _ MAY BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. BLUE COLORED CTS POLYETHYLENE TUBING. AND :•• U 7 52.7.3 OF THE UTILITIES MANUAL. 3 WATER SERVICE CONNECTION DETAIL GATE VALVE AND BOX DETAIL BUTTERFLY VALVE AND BOX DETAIL FIRE HYDRANT ASSEMBLY DETAIL BLOWOFF VALVE DETAIL TYPICAL SERVICE LOCATION DETAIL Ln a o r__ ch 3 CITY OF SANFORD 2014-9 FIG. 400 CITY OF SANFORD 2014-9 FIG. 401 CITY OF SANFORD 1999 FIG. 402 CITY OF SANFORD 1999 FIG. 403 CITY OF SANFORD 1999 FIG. 404 CITY OF SANFORD 2014-9 FIG. 405 " IBM of WAY LANE VAS LIMITS OF UTILITY Emooa SCHEDULE 40 GALVANIZED SCHEDULE 40 GALVANIZED DOUBLE CHECK OR BYPASSCONw2ETE sw PIPE AND FITTINGS OR PRESSURE VACUUM BREAKER OR PIPE AND FITTINGS OR DOUBLE CHECK OR REDUCED PRESSURE ZONE SCHEDULE 80 PVC PIPE R REDUCED PRESSURE DEVICE SCHEDULE 80 PVC PIPE R REDUCED PRESSURE DEVICE BALL VALVE FOR 2 DETECTOR ASSEMBLY AS AND FITTINGS (NOT REQUIRED WHERE RECLAIMED AND FITTINGS 2'METERDOUBLE CHECK BACKFLOW INCHES AND BELOW DOUBLE CHECK OR O.S. Nk Y. RESILIENT F1ANLaED T[E WATER IS UTILIZED) PREVENTER ASSEMBLY APPROVED BY THE CITY (x RCOURRm) (DOMESTIC AND IRRI- REDUCED PRESSURE ZONE SEAT GATE VALVE. SCO. 40 GALVANIZED • • GATION ONLY. 2 REQUIRED) DETECTOR ASSEMBLY AS (2 REQUIRED) PIPE AND FITTINGS TEST COCK (TMP.) s'0' APPROVED BY THE CITY PRESSURE GAUGE PROVIDE TEMPORARYMETER Te UNION N UNION UNION SUPPORTS AS REQUIRED. METER BOX AND UD METER BOX AND UD PIPE (WE TTorESS^oioIL) TO BE FLUSH WITH TO BE FLUSH WITH O TEST COCK (TMP.) RODS ON D.I.P. RISER (TMP) FINISHED GRADE. FINISHED GRADE. "re THREADED DIELECTRIC UNION FLANGED Yd' �' 2b' IRIT. NIPPLE (TMP.) (2 REOUIRED) 90 BEND SHUT OFF VALVE SHUT OFF VALVE 4" CONCRETE SUB (2 REO.) WITH NO. 6 x B WO' BEND i W1O x W10 TY WPooLP[CE E I � 12" TO 30" " TQ 30' 3 4 HOSE81iLB ABOVE �/vACuuM BREAKER WIRE MESH ABOVE ABOVE T (2 REQUIRED) 9 COURE CHECK OR REORISo + CURB GRADE CURB GRADE _ 4" TO 6" FINISHE 4" TO 6" FINISHE 2' SCHD. 80 PVC. R 2' SCHD. 80 PVC ' AL1 N ^ SLOPE THE eny GRADE GRADE PRESSURE GAUGE SLOPE SLOPE SLOPE �24• FINAL GRADE •. •• + • . MATE F L @ETW D JONO . PW MATERIAL aTWEENR PNS os a T. RESILIOIr Sur VALVES 1 2' PREFORMED JOINT DOUBLE STRAP SADDLE / AMD CONCRETE sw (S SEDRRNm) .,, Ta ■ ` ,.' .,� MATERIAL BETWEEN 2' CORP STOP ' 36 MIN. COVER � PIPE `ND CONCRETE Txr FLANGED suRI SUB TYP e CONCRETE SW WITH Ii �. RDDS am O.I.P. Rme --- 2' CORP. STOP Na. s x e, WOO Y W/0 jR' 1\ % i••6••8 V FROM TO FROM 90' BEND (2 REQ.) SERVICE SERVICE ' MmI RIDP[ FSLTRIIED GRADE aLaTW \ / EXISTING e o NEW WATER LINE vwlrf WATER LINE LU m THRUST COLLAR RODDED TO Ta MJ RIND (2 NmUEEO) METER METER THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED BY THE CITY TO SERVICE- CURB STOP CURB STOP -� FLOW -� ` r- 90' BEND OR RESTRAINED 90' BACK TO VALVE AS IN boom TO /} . ■A, 2 INCH AND BELOW ASSEMBLY So. was, a REQUIRED BY THE CITY TO SEGO OS REmIANo ADAAIAEE RIPE SERVICE LINE SERVICE LINE TO VALVE AS NEOUMM SUPPER Erma THRUST COLLAR INIODO TO APPLIES ONLY IF IRRIGATION METER HAS In' THS: CITY SEPARATE TAP TO MAIN. IN MOST CASES 3 INCH AND ABOVE ASSEMBLY KO�iTiEO CORP. STOP THE IRRIGATION METER WILL BE PARALLEL CORP. STOP w / M ■■iiIVT_ Irl NOTES: 1. ALL PIPE AND F1TiMM MATERIALS, LA07114 AMD APPURTENANCES II THE CITY SHALL E STIPPLED BY THE CONTRACTOR. TO THE HOUSE METER AND OFF OF THE TIE-IN VALVE MUST BE CLOSED AND DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. DOUBLE STRAP SADDLE REMAIN LOCKED. CITY TO PROVIDE 1. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE2 ALL PIPE AND THREE 3 INCHES AND LARGER aTIUJ SE LOCKING MECHANISM. VALVE WILL BE SUPPLIED BY THE CONTRACTOR. REBIRAINED JOINT TOR DUCTILE I PIPE. ABOVE GRADE JOINTS OPERATED BY CITY PERSONNEL ONLY. SHALL WE FACTORY-FLANGED. 2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED DOUBLE CHECK VALVE s TIeEE (3) INCF1 NETus LIG ARAE SIIAIJ SE ABOVE es01RN0 WATER MAIN WATER MAIN SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE SODA). DETECTOR METER ASSEMBLY (MINIMUM) INSTAtLAf1016 WTM BYPASS LL NOTE: 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT 4. VALVES SMALL G CHAINED CASED. DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY-FLANGED. (FIGURE SOOB). BALL VALVE 1'0' MIN s, THE ABOVE uwIIMD BYPASS LINE SHALL BE Sam FOR FIRE FLOW THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, 4. VALVES SHALL BE CHAINED 5008 CLOSED. FlGURE SE°OASSEMBLY, AND THE INSTALLATION OF THE DEVICE. ( ) (2 REQUIRED) �� NOTES: NOTES: LU e. ALL FARE LEES eau, SE A MINIMUM OF EGHf (6) INCHES 5. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE SOOB). 5'0' MIN OR AS APPROVED BY THE FIRE DEPT. 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND 7. THE ENTIRE ASSEMBLY SHALL BEPAINTED SAFETY RED FOR FIRE BRASS COMPONENTS. BRASS COMPONENTS. 6. THE ENTIRE ASSEMBLY SHALL BE PAINTR TED SAFETY RED FOR FIRE PROTECTION USES PROTECTION USES AND ACK Fop ALL OTHER USES. AND BLACK FOR ALL OTHER USES.2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, BE S. A GATE VALVE STIALL INSTALLED AT THE ASSEMBLY'$ OR AT PROPERTY LINE AND IN NO CASE SHALL R BE INSTALLED IN SIDEWALK OR AT PROPERTY UNE AND IN NO CASE SHALL R BE INSTALLED IN SIDEWALK CONNECTION POINT TO THE MAIN. ^ 7. AGATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT OR OTHER PAVED AREAS. OR OTHER PAVED AREAS. TO THE MAIN. (FIGURE 5006) e. SIAL OOYESTIC-FIRE FLAW EASIER METERS SIIAI1 BE CONCRETE SLAB THE COMPOUND TYPE . 3. USE PRIMER SUITED TO RASE MATERIALS. FINISH WITH TWO COATS OF PURPLE 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK • �/ , Y O EXTERIOR ENAMEL EXTERIOR ENAMEL 10. DOMESTIC WATER MASTER METERS SHALL RIF EITHER COMPOUND ,"AV1 2'O" MIN ABOVE GROUND DEVICE WITH OR DEIN TURBINE TYPE AS DETORIINED FROM THE PROPOSED 4. DEVICE SHALL BE 12 INCHES (MINIMUM) ABOVE HIGHEST OUTLET. ACCORDANCE WITH APPENax •IY OF THE ImLmEi Q DETECTOR BYPASS NANT�iw.IN DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLYIRRIGATION METER PRESSURE VACUUM BREAKER OR DOMESTIC METER AND DOUBLE CHECK VALVE OR DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY DUAL DOMESTIC-FIRE/FLOW DOMESTIC WATER MASTER METER ASSEMBLY TEMPORARY JUMPER CONNECTION O Q LU ^z REDUCED PRESSURE ZONE ASSEMBLY REDUCED PRESSURE ZONE ASSEMBLY `, r �L CITY OF SANFORD 1999 FIG. 500A CITY OF SANFORD 1999 FIG. 500B CITY OF SANFORD 1999 FIG. 501 CITY OF SANFORD 1999 FIG. 502 CITY OF SANFORD 1999 FIG. 503 CITY OF SANFORD 1999 FIG. 504A z y LU =l: z W� = DISINFECTION TEMPORARY JUMPER CONNECTION NOTES: COL°-° '� ;� E� Before being placed in service, all new wafer mains shall be chlorinated In accordance with The speelfleallons O G W W = W W Y� below and the procedures outline In AWWA C-651 Standard Procedure for Disinfecting Water Mains". Z!, SI� =$I zee _ All provisions of the Florida Department of Environmental ProteeHon permit shall be complied with. 1. A temporary Jumper connection Is required at all connections between extsting z - z _ o. z- z _ e. (1^yam active water mains and proposed new water main Improvements. o g �j .. a: Tco��• S � I a: O 2. The detail above Is to be used for filling any new water main of any size from existing soft" water mains and far flushing of new mains up to 8 INCHES IN WATER SYSTEM TESTING: DIAMETER (2.5 FPSminimum Velocity) and for pulling bacteriological samples from any HydrosfaHe testing shall be performed at 150 pounds per square Inch pressure, union new water main of any size. The jumper connection shall be maintained until after fitting, orwies approved by the CHV, for o period of not Ion than two (2) hours. Testing shall be In flushing, testing and disinfection of the new main has been successfully completed and accordance w9 the appplicable provisions as set forth In Section 13, AWWA Standard C800 for �MMF•��� clearance for use from the Florida Department of Environmental Protection (FDEP) and ductible Iron pipe and AWWA Manual Number M-23 for PVC pipe. other pertinent agencles have been received. The jumper connection shall also be used to = _ �, The testing procedure shall Include the continued application of the specified pressure maintain a minimum pressure of 20 psi in the new mains after disinfection and until the to r w •�Il\/ > > the test system, for the two hour period, by way of a pump taking supply from a container FDEP clearance letter Is obtained adequate. Thrust blocking and/or es Info shall be suitable for measuring water loss. The amount of loss shall M deterrnlnod by measuring the temporarily as required. Pipe and fittings used for connecting the new to the volume displaced from said container. Should the test fall, necessary repairs be ^. _^ provided pipe z = shall be disinfected to Installation In accordance AWWA C651, accompllshod by the the feet the limits. The existing pipe shall prior with > >�contractor and repeated until within established 1992 edition. The tapping sleeve and the exterior of the main to be topped shall be g v g W ,,,o 0011 ear shall furnish the nocenary labor, water pumps, gauges and all other Nems required to disinfected by spraying or swabbing per seoHon II of AWWA C651-92. o. �' cr'l� _ S til' chi = conduct Tho squired water distribution system and perform necessary repairs. 3. Flushing of 10 Inches In diameter and larger water mains may be done through the He-in j u m�o �$Q pD� valve under very controlled conditions. The following procedures shall be followed: e,G ` d INC ` m ; P A. The Ne-In valves shall be operated and pressure tested In the presence of the utility o o. „ot3 5.9 = < company and engineer to verify water tightness prior to tie-in. Valves which are not v V 2 8 water tight shall be replaced with a new valve Installed immediately adjacent to the = z c� 0q 7 W = Y mu leaking valve. 7 �z IMF 3 z :3_ jm W . e . 3 •e _ k �/ B. The temporary jumper connection shall be constructed as detailed. The jumper z < odd jp < od iii connection shall be used to fill the new water main and for providing water for bac- ; �eiVlz ; �eev,ti teriologloal the main required by the FDEP !t e '1;� sampling of new as permit. F �, �, T N • a N , �f 87 it a Flushing shall not be attempted during peak demand hours of the existing water 3 � , a mains. 25 . �� �� CAUTION e< a " • • All downstream vahes In the system must be open prior to opening the tie-in Vow. - s ,l • Provide for and monitor The un to the tirin Int. The pressure in the eslati main must not drop below 3�. "° P '� og dg MODIFICATION OF THESE DETAILS BY NON -CITY • The tie-in valve shall be opened a few turns only, ensuring a pressure drop across the _ valve to greater than 10 pet. _ 0 F SANFORD PERSONNEL, OTHER THAN THE ✓ ° . TE OF O : �4(/ ' /i/ C. The tie-in calve shall be looked closed by to utility company until ,lashing begins. FILLING IN OF BLANK INFORMATION LOCATIONS, ®� AIL �C•\\a\ D The procedure F 5 SHALL RESULT IN THE WITHDRAWAL OF THE shall -nbe dValve ed shallby tbe utility for flushing and of thenow main. A UTILITIES DEPARTMENT S APPROVAL OF T H E E. After flushing. the No-in valve shall be closed and locked In the closed position by a company. SUBJECT ENGINEERING PLANS. LEO GI E,P.E. 4. The contractor shall provide documentation demonstrating that the double cheek backflow FL PE#:66387 prevention device has been tested and Is in good working order at the Mme of Installation. z z 7 7 G0PYRI&HT©101.7 AGKAL ARCArW_T5. 5. Except as required to flush lines of greater than 8 Inches In diameter, the tie-in valve _ This document Is the property of Ackal shall remain closed and shall be locked In the closed position by the utility company. The No valve shall remain locked closed until the new system has been cleared for use by ,�„ g� W o. Architects, APG This ThIs Document may NOT be copied, FDEP and all other pertinent agesates., reproduced or used without the written 6. Upon receipt of clearance for use from FDEP and all other pertinent agencies, the consent from Ackal Architects. APG. contractor shall remove the temporary jumper connection. The corporation stops are to be Project Number: 15-014 closed and plugged with 2 Inch braes plugs. e 0 c 0 € 5< 5 7. All Installation and maintenance of the temporary jumper connection and associated backflow prevention device, fittings, vaM• etc. shall be the responsibility of to contractor. Date: 9/13/2015 TEMPORARY JUMPER CONNECTION WATER SYSTEM TESTING AND DISINFECTION TYPICAL RESIDENTIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT TYPICAL COMMERCIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT Project Architect: B.A. CITY OF SANFORD 1999 FIG. 504B CITY OF SANFORD 1999 FIG. 507 CITY OF SANFORD 1999 FIG. 505 CITY OF SANFORD 1999 FIG. 506 Project Manager: A.D. Drawn By: J.L.5. kL CITY OF SANFORD UTILITY STANDARD DETAILS D'M 1999 APPROVEDM. CRUMPTON PE DET003 File Name: SANFORD Revised: - 5heet Name: UTILITY DETAILS rn Sheet No. (13' A N G R A N ru"'E Enqineorinq & Plonnin Engineering Business License: 30901 2081 SE OCEAN BLVD., SUITE 1A Stuart FL, 34996 ? Of 51 772.888.9076 z O lL Q H l— O I� Cl - Of C U U } O lel �J m r [L� Q Z ' ' t Q � W Cf) � U:) o II 0 �w Q (p a LO m (30 O 0 LU Z LU `s) Q � Co x LU LL W C\1 O ? E-. U F CO ' W co rig ` Q U Li- Co i L U > L NryQ r C Z -J Y L ,I- lQ CO CCS < CD m �c YF. F<0 • AR93 V N'- ASM J. A-KAL, AIA Registration -: AR93341 COPYRIGHT© 2011 ACiGAL i\RGHITEr T5. Tnis dooament is the property of A,kal Architects, APG Tnis Document We; 140T oe copied, reproduced or used �.vitnout the mri en consent from Ackal Architects, APG. Project Number: 18-014 Date: 9/13/2018 Project Architect: B.A. Project Manager: A.D. Draum By: G. L. File Name: SANFORD Revised: Sheet Name: EXISTING / DEMOLITION PLAN Sheet No. A5. 1 08 of 5q 9 A i t lL H WV w� } O lel m r [L� W LLm � W � v o 0 �w � a m (30 0 LU LU `s) 0 � LU LL �c YF. F<0 • AR93 V N'- ASM J. A-KAL, AIA Registration -: AR93341 COPYRIGHT© 2011 ACiGAL i\RGHITEr T5. Tnis dooament is the property of A,kal Architects, APG Tnis Document We; 140T oe copied, reproduced or used �.vitnout the mri en consent from Ackal Architects, APG. Project Number: 18-014 Date: 9/13/2018 Project Architect: B.A. Project Manager: A.D. Draum By: G. L. File Name: SANFORD Revised: Sheet Name: EXISTING / DEMOLITION PLAN Sheet No. A5. 1 08 of 5q 9 A i t I I LEOENU 106- 8 1/2" i DIMENSION FLAN 1/8" = 1'-0" FEG SEE P TYPES FOR INTERIOR WALLS (SEE SHEET A4.1) RATED PARTITION (SEE P TYPES ON SHEET A4.1) LARSEN ARGHITEGTURAL MODEL AL -240q -6R, SEMI REGESSED. VERTIGAL DUO DOOR WITH LARSEN-LOG $ VERTIGAL ENGRAVE LETTERING IN RED. LARSEN FIRE EXTINGUISHER MODEL MP -10. FIRE EXTINGUISHER HANDLE WHILE IN PLAGE IN FEG SHALL BE NO GREATER THAN 54" A.F.F. 8 SHALL MEET ALL APPLIGABLE LOCAL GODES. (IF APPLIGABLE IN PROJECT, FIRE RATED GABINET IN FIRE RATED WALLS MODEL SHALL BE AL- F5240q-R4, SEMI REGESSED) REVIEWED BY: SANFORD .FIFE DEPARTMENT MATT MINNEESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. AN ISSUED PERMIT SHALL 6E SATO PROCEED NFORD FI�tE DEPS: � TN WORK AND NEMEDIOT AS AUTHORITY TO VIOLATE, CANCEL, DATE: � ASIDE ANY OF HESE PROVI OR SET SIONS OF -_- HE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE FIRE PREVENTION DIVISION FROM THEREAFTER REQUIRING A pr b 2Q1$ CORRECTION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER t - 3 VIOLATIONS OF THE CODE. GENERAL DIMENSION NOTES A. ALL DIMENSIONS TO THE EXTERIOR WALL ARE TO THE INSIDE FADE OF EXISTING EXTERIOR WALL STUDS B. PRIOR TO START OF ANY GONSTRUGTION WORK, GONTRAGTOR TO VERIFY ALL EXISTING DIMENSIONS 4 GRADE/SLOPE GHAN6ES AT ALL EXTERIOR DOORS d AT INTERIOR SLAB OF THE BUILDING IN FIELD $ NOTIFY ARGHITEGT OF ANY DISGREPANGIES Cl. ALL NEW INTERIOR PARTITION GONSTRUGTIONS ARE P1 UNLESS OTHERWISE SPEGIFIED ON THE PLAN, TYP. OCT 0 a 2013 RE`J,1510N RETE V) U 0 0 <L z g X © f-- E Lei LO o LU CO w Q0-) +-• U Q LLJ U GJ � i U Q c (B = U 4< Lr) 40'-111/2° 0 56) 3 ` ! 2) DIMENSION FLAN 1/8" = 1'-0" FEG SEE P TYPES FOR INTERIOR WALLS (SEE SHEET A4.1) RATED PARTITION (SEE P TYPES ON SHEET A4.1) LARSEN ARGHITEGTURAL MODEL AL -240q -6R, SEMI REGESSED. VERTIGAL DUO DOOR WITH LARSEN-LOG $ VERTIGAL ENGRAVE LETTERING IN RED. LARSEN FIRE EXTINGUISHER MODEL MP -10. FIRE EXTINGUISHER HANDLE WHILE IN PLAGE IN FEG SHALL BE NO GREATER THAN 54" A.F.F. 8 SHALL MEET ALL APPLIGABLE LOCAL GODES. (IF APPLIGABLE IN PROJECT, FIRE RATED GABINET IN FIRE RATED WALLS MODEL SHALL BE AL- F5240q-R4, SEMI REGESSED) REVIEWED BY: SANFORD .FIFE DEPARTMENT MATT MINNEESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. AN ISSUED PERMIT SHALL 6E SATO PROCEED NFORD FI�tE DEPS: � TN WORK AND NEMEDIOT AS AUTHORITY TO VIOLATE, CANCEL, DATE: � ASIDE ANY OF HESE PROVI OR SET SIONS OF -_- HE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE FIRE PREVENTION DIVISION FROM THEREAFTER REQUIRING A pr b 2Q1$ CORRECTION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER t - 3 VIOLATIONS OF THE CODE. GENERAL DIMENSION NOTES A. ALL DIMENSIONS TO THE EXTERIOR WALL ARE TO THE INSIDE FADE OF EXISTING EXTERIOR WALL STUDS B. PRIOR TO START OF ANY GONSTRUGTION WORK, GONTRAGTOR TO VERIFY ALL EXISTING DIMENSIONS 4 GRADE/SLOPE GHAN6ES AT ALL EXTERIOR DOORS d AT INTERIOR SLAB OF THE BUILDING IN FIELD $ NOTIFY ARGHITEGT OF ANY DISGREPANGIES Cl. ALL NEW INTERIOR PARTITION GONSTRUGTIONS ARE P1 UNLESS OTHERWISE SPEGIFIED ON THE PLAN, TYP. OCT 0 a 2013 RE`J,1510N RETE V) U 0 0 <L z g X © f-- E Lei LO o LU CO w Q0-) +-• U Q LLJ U GJ � i U Q c (B = U 4< Lr) � OF.• F�0 0 . LL - H WV LLIAM J. ArKAL, AIA Registrat!on =: AR95e41 C0PYRI6HTQo 201-7 AGKAL ARCHITECTS. w -� Arc'niteccs, APG i O lil reproduced or used witnout the written m r � Project Number: 15-014 mLu IL Project Architect: B.A. LLW � Drau)n By: G.L. ~ � Revised :� ADD# 1 9/27/18 Sheet Name: DIMENSION PLAN 0 Sheet No. qW Lu 00 ()7- Lu Y Lu LU LL � OF.• F�0 . k �`• AR 3 l LLIAM J. ArKAL, AIA Registrat!on =: AR95e41 C0PYRI6HTQo 201-7 AGKAL ARCHITECTS. Tnis document is the property of A, kal Arc'niteccs, APG Trois Document may NOT 'oe copied, reproduced or used witnout the written concent From Ackal Arcnitect5, APG. Project Number: 15-014 Date: q/15/2015 Project Architect: B.A. Project Manager: A.D. Drau)n By: G.L. File Name: F R Revised :� ADD# 1 9/27/18 Sheet Name: DIMENSION PLAN Sheet No. A302R 01 of 5q 4 4 4 131-A r ---t I I.T. I 25 II 1 L_-131 I 130-A E ELEGTRIGAL 130 1� s I A4.1 I s 2 STERILE E WH �IZIII I aSINK 1 1 4' ►l a JAMTOR 3t 129 Ii REPAIR 34�� 01 E I 126 F] 123-G 21 IE L I i I 1 I 7 SIM. 33�1 4.1 ! EMPLOYEE I 123—A HALL 123 -yp I 1 - - - - - F.E.G. - — - — - — - — -I — 132-8d . , 128 A E I s l I WOMEN MEN BIO 12 26. I 132 -- -� LA I 132-A 123-B 2q 29 L _ c . 134 A BREAK F -0=e, 124 OFFICE 135 I I loq-A -DE3I ( 01 HALL Al", 136 I �,� ---...... 135-A 0101 EXAM 112 Aq.z � 113 A 1 CLOSET 19 113 SIM. OFFICE 115 w' OFFICE 4 114 v H1 OFFICE m 116 � 116-A EXAM HALL —F2-41 4 0 3 �P SMA - ,I �O5 PRO 9 SING � �� W v W -A I Aq.2 12 ' 14 16 01 m r -TYP. y] /fid E s ' 9 � 15 V TIPPING 118 Aq.2 11 a` �I Mw Q w LU y SIM. I� DONOR FLOOR ;11-� 1 E � t 1 3 Aq.1 3.6 29 4.1 12 O �i 29 1 2q 6 p TYP I o ToI — t.1.............I I i..._ ... J 0 E 108-A Aq.1 -1 02 01 Aq.t la C— 20 Aq.1 11 1-A A3.6R Aq.t SCREENING ; c os BOOTHS RECEPTION n _ rYP. 108 _ Il 10� 10 i A .J _ ENTRY 101 _j - — - — - — - — - — - — - — - — - — — - — - — - — - — - — - — 13 24 3.6__ i J2 A � II103- 1 , [2r �_~: t'= WAITING '' � # 105 - j WOMENMEN 102 E 103 1q 18 5 104 E APOVE e FLOOR PLAN 1/8" = 1'-0" FLOOR PLAN KEYNOTES NO. KEYNOTE 01 12" MINIMUM PUSH CLEARANCE / 18" MINIMUM PULL CLEARANCE AT LATCH SID>= OF DOOR - TYPICAL @ ALL DOORS THROUGHOUT THE BUILDING. 02 WALL MOUNTED HANDWA5H LAVATORY, RE: 4A3.6 FOR MOUNTING HEIGHTS. RE: PLUMBING SHEETS 03 FREEZER UNIT: PROVIDED AND INSTALLED BY THE TENANT (COORDINATE WITH TENANT TO VERIFY THE EXACT SIZE AND ROUGH -IN REQUIRED PRIOR TO LAYING OUT WALLS). THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL FLOOR DRAIN AND ALL THROUGH WALL PENETRATIONS AND FLASHINGS REQUIRED FOR THE MECHANICAL SYSTEMS. CONTRACTOR TO PROVIDE ELECTRICAL REQUIREMENTS FOR FREEZER UNIT, RE: ELECTRICAL. GONTRAG"OR SHALL VERIFY MINIMUM 10'-2" HEIGHT CLEARANCE THIS AREA AND NOTIFY THE ARCHITECT. (MINIMUM CLEAR FROM FLOOR TO STRUCTURE). CONTRACTOR TO COORDINATE PERMIT FOR FREEZER VENDOR. 04 FLOOR DRAIN FOR FREEZER CONDENSATION LINES. ALIGN EDGE OF FLOOR DRAIN WITH EDGE OF FREEZER. RE: PLUMBING PLAN. 05 WALL MOUNTED COMPUTER MONITOR. CONTRACTOR TO PROVIDE 2X12 SOLID WOOD BLOGKING BEHIND GYP. BOARD WHERE PROPOSED WALL MOUNTED COMPUTER MONITORS ARE LOCATED. BLOCKING SHOULD NOT INTERFERE WITH ELEGTRIGAL 06 WALL MOUNTED TV SWIVEL MOUNTS FOR 60" FLAT SCREEN (APPROX. 100 LBS). TV 4 MOUNT TO BE PROVIDED 4 INSTALLED BY IMMUNOTEK. GONTRAGTOR SHALL PROVIDE 2x12 BLOCKING BEHIND GYP. BOARD AT THIS TV LOCATION $ COORDINATE WHAT BLOCKING 15 NECESSARY WITH TENANT PROVIDED TV MOUNTS. VERIFY LOCATION WITH TENANT AFTER DONOR BED PARTITIONS ARE FRAMED 0-7 DOOR BELL PUSH BUTTON MOUNTED AT 48" A.F.F. ON SIDE OF BACK DELIVERY DOOR WITH CHIME MOUNTED AT q6" A.F.F. AT SHIPPING 116 AND RECEPTION 104. 08 WALL MOUNTED, DUAL HEIGHT ELECTRIC WATER COOLERS, RE: 4A3.6 FOR MOUNTING HEIGHTS.. 09 CONTRACTOR TO INSTALL TENANT PROVIDED DRY ERASE BOARDS. COORDINATE SIZE AND PLACEMENT WITH TENANT. 10 NEW BUILDING SIGNAGE PROVIDED AND INSTALLED BY TENANT. CONTRACTOR TO PROVIDE BASE STRUCTURE PER TENANT AND ELECTRICAL RE: SHEET E1.0 11 �GONTRAGTOR TO INSTALL 2X12 SOLID WOOD BLOCKING ENTIRE WALL BEHIND SHEETROGK FOR TENANT PROVIDED AND INSTALLED LOCKERS - 12 ALL MILLWORK COUNTERS ARE TO RECEIVE 3" GROMMET HOLES. REFER TO FLOOR PLAN INTERIOR ELEVATIONS AND ELECTRICAL BLOW-UPS FOR GENERAL LAYOUT AND QUANTITY. FINAL PLACEMENT 15 TO BE CONFIRMED BY TENANT PRIOR TO CONSTRUCTION. 13 DROP-IN UTILITY SINK IN GOUNTERTOP. RE: PLUMBING SHEETS 14 CONTRACTOR TO PROVIDE AND INSTALL 8'-0" X 4'-0" ALUMINUM DIAMOND PLATE TREAD IN FRONT OF FREEZER. CONTRACTOR TO GUT HOLE IN TREAD AT FLOOR DRAINS FOR FREEZER CONDENSATION LINES TO ACCESS DRAIN. 15 ONE (1) DOUBLE GOAT HOOK MOUNTED AT END OF EACH PARTITION AT BOTH SIDES. VERIFY MOUNTING HEIGHT WITH TENANT PRIOR TO INSTALLING. TYPICAL AT EACH STATION. 16 VENT ON.SIDE OF CABINET FOR REFRIGERATOR- MOGKETT, MESH/2 AIR VENT GRILLE, LIGHT GREY (OR EQUAL) 1-7 CONTRACTOR TO PROVIDE 4 BANNER HOOKS WITH REQUIRED MASONRY ANCHORS TO ACCOMMODATE A 5'X15' BANNER ON THE EXTERIOR WALL AT THE FRONT OF THE BUILDING. ANCHORS ARE TO BE SEALED WEATHER TIGHT AND HOOK5 TO BE PAINTED TO MATGH GMU. VERIFY LOCATION AND MOUNTING HEIGHTS YNITH TENANT ON SITE PRIOR TO INSTALLATION. 18 CONTRACTOR TO INSTALL 2X12 SOLID WOOD BLOGKING BEHIND GYP. BOARD FOR KIOSKS AND PRIVACY PANELS 1q SOUND BAR TO BE PROVIDED AND INSTALLED BY TENANT, CONTRACTOR TO PROVIDE BLOGKING BEHIND GYP. BOARD 20 IFIRE ALARM SYSTEM, RE: ELECTRICAL 21 ROOF ACCESS HATCH ABOVE. PROVIDE MOUNTED BRACKET SUPPORTS FOR STATIONARY LADDER MOUNTED TO WALL AS PER CODE, PER MANUFACTURER SPECS. REFER TO 14A8.1 4 15A8.1 FOR DETAILS. MINIMUM 10' GLEARANGE I FROM EDGE OF PARAPET PER CODE. ROOF HATCH LOCATION SHALL BE IN BETWEEN EX15TINO ROOF JOISTS. OG TO FIELD VERIFY EXACT LOCATIONS AND TO COORDINATE WITH ALL ROOF MOUNT EQUIPMENT. 22 FREEZER SUPPLIER TO PROVIDE METAL TRIM PANEL TO ENCLOSE THE AIR GAP BETWEEN THE PARTITION AND THE FREEZER. IT 15 TO BE ATTACHED AFTER FREEZER 15 INSTALLED AND INTERIOR FIN15HES ARE COMPLETE. CONTRACTOR TO COORDINATE INSTALLATION OF THE METAL TRIM PANEL WITH THE FREEZER SUPPLIER. 23 OWNER PROVIDED SHELVING FOR LAB GOATS 24 VENDING MACHINES N.I.G. 25 I.T. RAGK TO BE PROVIDED 4 INSTALLED BY IMMUNOTEK 26 INEkN 5-0" X 11'-0" ARCHITECTURAL METAL AWNING OVER DOORS 27 BIKE RACK 28 ILINE OF EXISTING OVERHANG ABOVE 2q EXISTING LOAD BEARING STRUCTURAL WALL TO BE PARTIALLY REMOVED AND SUPPORTS ADDED. RE:STRUGTURAL DRAWINGS 30 jNEkN ADA LEVEL CONCRETE LANDING WITH HANDRAILS AT EXTERIOR DOORS 31 JNEW ADA CONCRETE RAMP WITH HANDRAILS ON BOTH SIDES. 1:12 MAX SLOPE 32 INEPN ADA LEVEL LANDING AT OPENING RE:A3.1 FOR PREP WORK 33 INEPN 5-0" X T-0" ARCHITECTURAL METAL AWNING OVER OVERHEAD DOOR 34 INEW 5-0" X 5'-0" ARCHITECTURAL METAL AWNING OVER DOOR GENERAL PLAN NOTES A. VERIFY THE FINAL BED LAYOUT WITH THE TENANT. B. ALL/ANY WOOD BLOCKING USED IN THE PROJECT SHOULD BE TREATED WOOD. G. GONTRACTOR TO PROVIDE A LEVEL CONCRETE LANDING AT ALL EXTERIOR DOORS PER AGGESSIBILITY REQUIREMENTS. CONTRACTOR TO VERIFY EXISTING GONDITIONS PRIOR TO BID. D. CONTRACTOR TO PURCHASE 8 INSTALL KNOX BOX. RE:A6.2 E. 12" MIN. PUSH CLEARANCE / 18" MIN, PULL CLEARANCE AT LATCH SIDE OF DOOR - TYPICAL AT ALL DOORS THROUGHOUT THE BUILDING. IT 15 THE GENERAL CONTRACTORS RESPONSIBILITY TO MAKE SURE ALL THE DOORS MEET ADA REQUIREMENTS PER ALL APPLICABLE CODES. F. THE GENERAL CONTRACTOR SHALL PROVIDE $ INSTALL CORNER GUARDS TO ALL OUTSIDE CORNERS AT ALL INTERIOR WALLS THROUGHOUT THE BUILDING. RE:A5.1 FOR SPECIFIED CORNER GUARD G. CONTRACTOR SHALL PROVIDE a INSTALL UNFAGED BATT INSULATION ABOVE GEILING SPACES AS GALLED OUT ON A4.1 PARTITION TYPES. H. CONTRACTOR SHALL PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM, MONITORED FIREALARM SYSTEM FOR ENTIRE BUILDING. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STATE LICENSED COMPANY TO DESIGN, SUBMIT FOR APPROVALS, 4 INSTALL THE SYSTEM PER ALL APPLICABLE CODES. I. SPRINKLER SYSTEM 4 FIRE ALARM SHALL BE A DESIGN BUILD SYSTEM PER GENERAL CONTRACTORS SCOPE OF WORK. ALL CEILING SPRINKLER HEADS SHALL BE SEMI-REGESSED PER CODE. WHEN PROVIDED- FREEZER SPRINKLER HEADS SHALL BE PER FREEZER CODE (DRY PENDENT SYSTEM) J. FIRE ALARM PANEL SHALL BE PER OWNER/TENANT STANDARDS. CONTRACTOR TO VERIFY WITH ARCHITECT OR OWNER PRIOR TO PURCHASE a INSTALL OF FIRE ALARM PANEL. LOCATION OF THIS PANEL SHALL BE IN THE ELECTRICAL ROOM PER PLANS K. POWER 4 DATA OUTLETS TO BE INSTALLED AS SHOWN ON ELECTRICAL 4 LOW VOLTAGE DWGS. AS WELL AS PER OUTLET DIMENSIONS 4 DETAILS ON ALL ARCHITECTURAL Aq SHEETS. NO EXCEPTIONS. L. CONTRACTOR SHALL PROVIDE 4 INSTALL CLOSED CELL INSULATION, MIN. R-15 + R5ci INSULATION AT ALL PERIMETER METAL STUD WALLS. M. SPECIFIC MODELS GALLED OUT ON PLANS ARE TO TAKE PRECEDENCE OVER CONFLICTING SPECIFICATIONS. NO APPROVED EQUALS FOR THESE ITEMS. G.G. TO CONTACT ARCHITECT OF ANY DI5GREPANGIES 4 CONFIRM PRIOR TO BIDDING. APPLICABLE FOR ALL DISCIPLINES. s 7 Ij 01 co 0 0 Q Z �t x O E LILTN O L U w � v> > � UQ " Qa3 co J �_ JZ LLJ U J LO a_ i U Q 00 U M Ln t-- OF•o F4� •. AR9334 R.. Tlll IAM J. ACKAI-, AIA Regis[radon-:.ARg5541 COPYRIGHT® 2011 Ar.KA_ ARGHITEGT5. Tnia document is the property of Ackal Archltect5, APG This Doaamens may NOT oe copied, reproduced or used without the written consent Prom Ackal Architects, APG. Project Number: 18-014 Date: q/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: F R Revised:AAI7D#1 q/2-7/18 Sheet Name: FLOOR PLAN Sheet No. 10 of 5q 1 1 1 lL H W v W -A i O lSi m r mLU � V z O Mw Q w LU LL OF•o F4� •. AR9334 R.. Tlll IAM J. ACKAI-, AIA Regis[radon-:.ARg5541 COPYRIGHT® 2011 Ar.KA_ ARGHITEGT5. Tnia document is the property of Ackal Archltect5, APG This Doaamens may NOT oe copied, reproduced or used without the written consent Prom Ackal Architects, APG. Project Number: 18-014 Date: q/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: F R Revised:AAI7D#1 q/2-7/18 Sheet Name: FLOOR PLAN Sheet No. 10 of 5q 1 1 1 FURR DOWN 2 EXISTING LOADBEARING WALL 3 5/5" 20 GA FRAMING AT 16" O.G. 5/8" GYP. BD., TYPE -X 3 5/8" 20 GA. uiww > z= v 5/8" GYUA P. BRACING TO Is Of Lu v TYPE -X STRUCTURE AT FURR DOWN GYi=. BOARD 4'-0" O.G. MIN. NOTE: PROVIDE 3'-O" wv ` GLEAR GHA5E TO ROOF 3 5/8" 20 GA. METAL STUDS AT Al 16" O.G. lJl m r FRP WLL z � W ~ � FF Z� 0 z cp SGHEDULED Lu � GEILING o z y O 1 1 0 Lu LL 5/5" GYP. BD., -� TYPE -X 0 � FURR DOWN AT ROOF HATGH DETAIL 1 1/2" = 1'-0" I w 1 1/2" = 1'-0" REFLEGTEID GEILING FLAN 1/5" = 1'-0" 3 5/5" 20 GA. BRAGING TO EXISTING STRUCTURE AT 4'-0" O.G. MIN. SGHEDULED GEILING 3 5/8" 20 GA. FRAMING AT 16"o.c. z 5/8" GYP. BD., TYPE -X l j i j RE: PLAN ol VITAL STATION FURR DOWN 1 1/2" = 1'-0" a SGHEDULED GEILING (- 3 5/5" 20 GA. BRAGING TO STRUCTURE AT 4'-0" O.G. MIN. — 3 5/5" 20 GA. FRAMING AT 16"o.c. z -0 uiww > z= v 5/8" GYUA P. _ Is Of Lu v TYPE -X LL FURR DOWN GYi=. BOARD 1 1/2" = 1'-0" FURR DOWN 1 3 5/8" 20 GA. BRAGING TO EXISTING STRUCTURE ` AT 4'-0" O.G. MIN. 3 5/5" 20 GA. FRAMING AT 16"o.c 3 5/5" 20 GA. BOXED HEADER SCHEDULED GEILING 5/5" GYP. BD., TYPE -X 1 1/2" = 1'-0" O EN ERAL GEILING NOTES A. THE GENERAL GONTRAGTOR SHALL REMOVE $ REPLACE WITH NEW, THE ENTIRE SUSPENDED ACOUSTIGAL GEILING TILE SYSTEM. THE NEW SYSTEMS SHALL BE 2X2 TILE $ GRID. B. THE GENERAL GONTRAGTOR SHALL PROVIDE ALL TEMPORARY SUPPORTS NECESSARY FOR ALL ELEGTRIGAL, MECHANICAL, PLUMBING i$ LIGHTING SYSTEMS DURING THE REMOVAL $ REPLACEMENT OF THE EXISTING GEILING SYSTEMS. G. THE GENERAL GONTRAGTOR SHALL PROVIDE THE TENANT WITH 50/c EXTRA GEILING TILES, BOXED 8 LABELED AT THE END OF THE PROJECT. D. ALL GEILING HEIGHTS ARE 9'-O" UNLESS OTHERWISE NOTED E. THE GENERAL GONTRAGTOR SHALL GOORDINATE s CONFIRM ALL GEILING FIXTURES & GRID LOCATIONS WITH ANY $ ALL APPLIGABLE DISCIPLINES PRIOR TO ROUGH IN. F. THE GENERAL CONTRACTOR SHALL REFER TO ELEGTRIGAL / MECHANICAL PLANS FOR ALL GEILING MOUNTED ITEMS. G. GONTRAGTOR TO VERIFY EXISTING STOREFRONT HEIGHT ff NOTIFY ARCHITECT IF IT WILL GONFLIGT WITH GEILING SYSTEM F 2x2 SUSPENDED ACOUSTICAL TILE GRID �'• 2x2 SUSPENDED VINYL FACED ACOUSTICAL TILE GRID is ; :: �,-.: -•. `, �.,. • S/8" GYP. BD., TYPE X n D In co 0 0 z x ate E ,1LQ ;w ) r QU � CO w 0- UJ Q cb 'CS3 _ co 4 > p co co 0F•. F<O co AR93341 (P� WILLiatratlon IAM J. AGKAL, AIA Reg -: AF -q3541 GCPYRIGHT© 201-1 AGKAL ARGHITcGT5. Tnia document is tine properby of Ar -Kai Arlin iteo , APG Tria Document may NOT de copied, reproduced or uaed without t'ne written consent from Ackal Architects, APG. Project Number: 15-014 Date: 9/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: F R Revised: ADD#1 9/27/18 Sheet Name: REFLECTED GEILING PLAN Sheet No. A304R 11 of 5q i LL H wv w� i O lJl m r 1L� WLL � W ~ � 0 z cp QLu Lu � Q o z y Lu LL — NN 0F•. F<O co AR93341 (P� WILLiatratlon IAM J. AGKAL, AIA Reg -: AF -q3541 GCPYRIGHT© 201-1 AGKAL ARGHITcGT5. Tnia document is tine properby of Ar -Kai Arlin iteo , APG Tria Document may NOT de copied, reproduced or uaed without t'ne written consent from Ackal Architects, APG. Project Number: 15-014 Date: 9/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: F R Revised: ADD#1 9/27/18 Sheet Name: REFLECTED GEILING PLAN Sheet No. A304R 11 of 5q i I I FREEZER NOTES: i ... mall ., ., ..mss �.. . X 4. K,.qz, / :. -, a.'. y „, y..,, ,e.., X..,�... , i < i ... ✓'. .: ., .;. §✓ : - ... a y �a .. fix'. •.�. Vis' ,� ,!.' - �� � I i � � PROVIDED a INSTALLED BY IMMUNOTEK. j 2. THREE ROOF PENETRATIONS FOR THE FREEZER UNIT SHALL BE SIZED, BY t IMMUNOTEK WITH THE FREEZER EQUIPMENT 4 THE LOCATION TO BE FREEZER , = IDENTIFIED DURING FREEZER INSTALLATION. (DURING THIS INSTALLATION - 0 A CONDENSING I GG SHALL GUT REQUIRED OPENINGS IN ROOFING MATERIAL 8 DEGKINO, �� UNIT 1 SEE DETAIL ��� i SHALL INSTALL CURB TO DEGKIN6 4 SEAL CURB TO ROOFING MATERIAL 4 �8 ,s � �s 1 19/A5.5 PROVIDE FLASHIN6 AS REQUIRED.) A3.5 �� // 3. CONTRACTOR TO PROVIDE TWO FLOOR DRAINS WITH STRAINER HEAD AS PER FREEZER PLAN PER PLUMBING SHEETS. �- SUPPLIES 4. THE 6ENERAL GONTRAGTOR SHALL VERIFY WITH IMMUNOTEK FREEZER ______ CLEAR SPACING MIN. T 12O INSTALLER FOR ANY ROUGH -IN REQUIREMENTS PRIOR TO LAYING OUT ��� MIN. 13' - 6" BETWEEN UNITS TO % ` INTERIOR WALLS. THE GENERAL GONTRAGTOR SHALL PROVIDE & INSTALL It BE 5'-O" MIN. FREEZER SIZE FLOOR DRAINS, ROOF RACK, ELEGTRIGAL, 4 ALL THROUGH WALL 2'- °"PENETRATIONS 4 FLASHING REQUIRED FOR THE FREEZER MEGHANIGAL SYSTEMS. -`Fr SEE DETAIL5. SEE PLUMBING PLANS FOR PLUMBING REQUIREMENTS. FREEZER 19/A5.5 6. SEE ELEGTRIGAL PLANS FOR ELEGTRIGAL REQUIREMENTS. GONI7ENSINO y �, 7. THE SPACE ABOVE FREEZER GEILING IS CONSIDERED A "NO FLY ZONE' ►I1 �yUNIT 2 � REQUIRED TO BE FREE 4 CLEAR OF ALL OBSTRUGTIONS SUCH AS PIPING (�1 L11 -A �FREEZER '�` +� (CONDUIT, WATER, OAS, SPRINKLER LINES) a ANY DUGTWORIG FOR HVAC. �2 -- GLEAR y (A CLEAR SPAGE OF 10'-2" MIN. 15 REQUIRED FROM FINISH FLOOR) SPACING ss 8. GENERAL CONTRAGTOR TO COORDINATE SPRINKLER HEADS a SPRINKLER m PIPES AT FREEZER INSTALLATION WITH IMMUNOTEK FREEZER SUPPLIER BETWEEN a)w f f ` 1PRIOR TO INSTALLATION. ALL SPRINKLER HEADS AT THE FREEZER SHALL _ UNITS TO BE r1 3 _ 3 BE DRY PENDENT TYPE. O" MIN. 9. 6ENERAL CONTRACTORS' MEGHANIGAL GONTRAGTOR (OR) GENERAL ' I GONTRAGTOR TO PULL THE PERMITS FOR ALL FREEZER REFRIGERATION. GOORDINATE WITH IMMUNOTEKFREEZER TEAM FOR ANY REQUIRED PERMIT INFORMATION FREEZER 10. ANY ROOF PENETRATIONS, HVAC BTU'S SHALL BE MOUNTED MIN. 10'-0" CONDENSING —° UNIT 3 — � FROM ALL FREEZER CONDENSER UNITS. 11. CONDENSERS LOCATED ON THE GROUND REQUIRE A GONGRETE EQUIPMENT PAD WITH VINYL COATED FENGIN6, FENDED TOP FOR NOTE: GONTRAGTOR TO VERIFY `� 4" FREEZER CONDENSER _� SECURITY, a LARGE DOUBLE OATES IN FRONT OF THE EQUIPMENT FOR —� i RACK SIZE , , )� i � ACCESS. THE LARGE CONDENSERS WILL BE ON EACH END i THE SMALL T -- WITH IMMUNOTEK yI , ONE IN THE MIDDLE; 6" TO 8" THICK, REINFORGED CONCRETE, 30' LONG 4 & WIDE. FENCING SHOULD BE 5' TALL VINYL GOATED WITH PRIVACY SLATS %5'- 2" NOTE: REFER TO STRUCTURAL �� FD & A FENCE COVERED TOP FOR SECURITY, TWO (2) - & WIDE, LOG -ABLE L - T- DRAWINGS FOR FREEZER RACK �` DOUBLE GATES IN FRONT OF LARGE UNITS. DETAIL _ 12° EXTERIOR PENETRATIONS FOR THE FREEZER PIPIN6 SHALL BE SIZED 4 PLASMA LOCATED BY THE FREEZER INSTALLER THROUGH IMMUNOTEK. Or, SHALL PROGE551NG GUT OPENINOS 4 SEAL AROUND PIPING WHEN COMPLETED. FREEZER CONDENSER UNIT RAGK PLAN SEE PLUMBING 13. FREEZER INSTALLATION SHALL BE TYPICALLY 6 TO 5 WEEKS BEFORE THE ANTE -ROOM SHEETS FOR , 11 q PROJECT TURN IN DATE. 6G TO GOORDINATE THE EXACT SCHEDULE OF 1/4" = 1'-0" FLOOR DRAINS INSTALLATION WITH FREEZER SUPPLIER. 14. 6" MIN. CLEAR WALL SPACE REQUIRED BETWEEN METAL STUD WALL 4 FREEZER WALL UNLESS OTHERWISE NOTED ON DIMENSION PLAN 15. THE ELECTRICAL GONTRACTOR SHALL PROVIDE ALL FINAL GOMMENTIONS AND TERMIATIONS FOR ALL EQUIPMENT ASSOGIATED WITH THE FREEZERS AND FREEZER AGGESSORIES - p �- 16. THE GONTRAGTOR SHALL OBTAIN THE SITE SPECIFIC FREEZER SHOP FREEZER WALL ✓� I DRAWINGS FOR THIS PROJECT AND UTILIZE THE DRAWINGS IN GONGERT WITH THE ELEGTRIGAL DRAWINGS TO COMPLETE THE INSTALLATION OF THE 6" MIN. CLEAR Iy �4„ 8' X 4' ALUMINUM FREEZERS AND ALL ASSOCIATED FREEZER AGGE55ORIES. GONTRAGT THE SPACE DIAMOND PLATE TO FOLLOWING FOR FREEZER SHOP DRAWINGS AND ANY QUESTIONS THE CONTRACTOR MAY HAVE: BE INSTALLED BY O.G. (VARIES PER PLAN) �� SCOTT ANDREWS -SOUTHERN REFRIGERATION OF PENSAGOLA, INC. 500 WEST GOVERNMENT STREET PENSAGOLA, FL 32502 0 WORK: (850) 458-7444 METAL STUD WALL �x PER PLANS DELL: (850) 791-1693 DIAMOND EMAIL: SCOTT@SOUTHERNREFRIGERATION.NET —O PLATE TO BE 17. THE WORD "PROVIDE" MEANS FURNISH, INSTALL, FEED, AND GONNEGT WITH INSTALLED ON FINISH PER ROOM A5.5 �� �/ �� ALL ACCESSORIES AND ANCILLARY EQUIPMENT FOR A COMPLETE AND �TO FREEZER , , ,�� FINISH SCHEDULE4-0"AFF BY OPERABLE INSTALLATION. FREEZER 18. SLAB BELOW FREEZER TO BE LEVEL AND SEALED PRIOR TO FREEZER SUPPLIER INSTALLATION yF FREEZER 5/8" M.R. OYP. BD. I I I t SHIPPING SEE 118 TYPICAL DETAIL AT, ° DETAIL iii Fer METAL STUD WALL NEXT 18/A3.5 TO FREEZER SEE 6/A3."1 FOR EXACT LOCATIONS 4 N INTERIOR FREEZER / YV�LL SECTION - �< SEE W DETAIL 18/A3.5 a c i y EMP (E E HA 123 i � FREEZER PLAN FREEZER I GEILING 5/5" MR. GYP. BD. TO NOTE: REFER TO STRUGTURAL DRAWINGS FOR FREEZER RACK DETAIL I Er lk t THIS DETAIL SHALL VARY FOR EACH PROJECT DEPENDING ON EXISTING FREEZER WALL """VERIFY WITH IMMUNOTEK FREEZER SUPPLIER FOR EXACT FREEZER ***VERIFY WITH IMMUNOTEK FREEZER SUPPLIER FOR EXACT RTU SIZE FREEZER WALL PROJEGT GONDITIONS. 'F SIZE. FREEZER UNIT TO BE INSTALLED ON EXISTING FINISHED FLOOR. PRIOR TO START OF CONSTRUCTION GG TO INCLUDE IN BID PRIDE FOR ANY ADDITIONAL STRUCTURAL SUPPORTS r GG TO VERIFY WITH IMMUNOTEK PRIOR TO START OF CONSTRUCTION. REQUIRED AT EXISTING ROOF FRAMING FOR FREEZER RAGK. METAL TRIM PANEL 6" MIN. CLEAR SPACE AFTER THE INSPECTION OF EXITING CONDITIONS (STEEL ROOF FRAMING WOOD PROVIDED BY 106 (VARIES PER PLAN) ROOF FRAMING/METAL BUILDING ROOF FRAMIN(5, ROOF LOADS ETG.) PRIOR FREEZER SUPPLIER TO GONSTRUGTION, GG IS REQUIRED TO OET GLARIFICATION FROM AiRCHITEGT INSTALLED BY GG1� ��.,�7�wJN CLOSED CELL FOR EXACT MOUNTING DETAIL, IN REFERENCE TO EXISTING CONDITIONS INSULATION, R-13 + ' R5ci -� sl 48 BED CENTER: 5-5/8" 20 OA. METAL Z SPECIFIED WALL FRAMING AT 16" O.G.TOP OF ROOF PARTITION FREEZER RTU SIZES MARK WEIGHT DIMENSIONS FZGU-1 1,281 LB. 82" L X 52" W X 40" H FZGU-2 195 LB. 28" L X 55" W X 17" H FZGU-5 1,251 LB. 82" L X 52" W X 40" H WIN U w 0 0 ti Q z Q UD x 5 j Z�r-E N O LL � U W co o Q p-, U `l- U r- a) Lu ryoo ~ J N W L0 a_ , U Q co M _ C o m � O. F �'•. A934�^ T ..... FRES ASG VVI -LIAM J. AC iKAL, AIA Regi5[ra:'on >: AR93341 GGPYRIGHT© 201-7 AF iKA ARGHITcGT5. Tni5 occumem is cne proceriy of Ackal Ar,hi[ecc5, APG This occamenc ma; NOT ce copleo, reproaacea ar �5ea w¢nous :ne .vri�cen conSenG from Ackal Arcnicec:5, AFC. Project Number: 15-014 Date: 9/13/2015 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: FREEZER STANDARDS Sheet No. A5.5 12 of 5q 0 lL W v � } O lil m r � WLL m � Lu v 0 Qw � 0� 0 Lu zy Lu Lu � � O. F �'•. A934�^ T ..... FRES ASG VVI -LIAM J. AC iKAL, AIA Regi5[ra:'on >: AR93341 GGPYRIGHT© 201-7 AF iKA ARGHITcGT5. Tni5 occumem is cne proceriy of Ackal Ar,hi[ecc5, APG This occamenc ma; NOT ce copleo, reproaacea ar �5ea w¢nous :ne .vri�cen conSenG from Ackal Arcnicec:5, AFC. Project Number: 15-014 Date: 9/13/2015 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: FREEZER STANDARDS Sheet No. A5.5 12 of 5q t I 1 HANDRAIL EXTENSION AT GRADE — GLEAR -1 ' NEW ► o \ GONGRFTI= ------------------------------- 0 -------------------- -------- RAMP 0 0 0 0 o F � DOWN TO ; EXISTING GRADE 1 Lu � o 1-1/2" DIA. o I HANDRAIL N AT 36" A.F.F. ON x I I BOTH I I SIDES OF RAMP " 9 o I I 1 HANDRAIL EXTENSION GONTRAGTOR TO PROVIDE ONE (1) LANDING AREA OF --- ------------------------------56REENfNG-------------------------- DOUBtE-GOA-fHOOK-AT THE-END-OF-EACW -------------------------------------- AT- MILLWORK TO BOOTHS �� PARTITION ON THE WAITING 105 SIDE OF i n I THE SCREENING BOOTHS. GATE HOUSE RECEPTION BE MODULAR i 1 i 108 A9.1 ITEM #45854- MODEL #837708. 48" A.F.F. i PER GENERAL 101 � GONTRAGTOR VERIFY MOUNTING HEIGHT WITH TENANT Uo i PRIOR TO INSTALLING 1 I I I _ NEW I ° o ° o ° ° ° ° ° ° ° ° ° ° GONGRETE ALL MILLWORK COUNTERS ARE TO RECEIVE 3" GROMMET HOLES. I I i LANDING REFER TO FLOOR PLAN INTERIOR ELEVATIONS 4 ELEGTRIGAL i - - o BLOW-UPS FOR GENERAL LAYOUT 4 QUANTITY. FINAL PLAGEMENT- I IS TO BE GONFIRMED BY IMMUNOTEK PRIOR TO INSTALLATION. TYP. 17�� I _ I SCALE I TYP. is -------------------------------------------------WLLMO-LNSED C_ -TEF, AT EACH STATION GONTRAGTOR TO PROVIDE WITINC7 s 2X12 SOLID WOOD BLOGKING BEHIND m '' 105 A9.1 SHEETROGK. RE:PARTITION TYPES. TYP. MAX 1:48 3T - 6" REGEi�TION BLOW UP 4 GROSS SLOPE r 36" G.B. y - - 54" MAX. ,MIN. - 1 3q" - 41" MAX 1" MI .24" MIN. - � 12" MAX. _ -til � "0 PTH LP V , _r I i 42" G.B. MIN. Q, I � Q N Ul SD PTH It► ��� Cp O i EWG l?;'Ik` O p - EWG —� p W _ ill l —lJ 111 W v v� j XX �' TPH LL Z r illi J % ------- 50). 4 tLl hD 0 e 0 err t- HG cV X (Y ° r �t 0 cn H G 4 LA�f_ Lu ILLU � � [L m a y tY 0 w v 1 0 v HG wG m 0 ' (L I m m m 0 �i 16" - 18" TO - p-� CENTER LINE j 0 PRO' TIDE PRE -MOLDED I I FOR TRUEBRO PIPE INSULATION I I ON HOT WATER SUPPLY & DUAL HEIGHT ELEGTRIG I 30"X48" 7' _ O DRAIN PIPE WATER COOLERS (FRONT LANDING HG WATER CLOSET HG WATER CLOSET HG LAVATORY HAND WASH LAVATORY URINAL VIEW (FRONT VIEW) (SIDE VIEW) LANDING AND RAMP BLOW UP � TYPIGAL H.G. FIXTURES (FLORIDA) � REGEFTION SINKS 7' - 5" % 6' - 6" RESTROOM AGGESSOR I ES VENDING, N.I.G. I NO. DESCRIPTION MODEL 51-01 3 - 0 TPH TOILET PAPER HOLDER BRADLEY 5425 102- I H.G. I � � I 1'-6" 1'-6" � I EWG. I EWG, p PTH 14" PAPER TOWEL HOLDER BRADLEY 250-15 MIN. MIN. MIRROR 24" X 36" BRADLEY 781 18" MIN. / - < — �r 24" GB 24" GRAB BAR (VERTICAL) BRADLEY 812 , O ' MIN. � � 5 l - - - WR-- �SD SD WR 561,05 36" GRAB BAR BRADLEY 812 TPH ND PTH G r PTH 42" GB 42" GRAB BAR BRADLEY 812 H- � �H I I I SD SOAP DISPENSER BRADLEY 6542 z i = Z p ' I EHL ELEGTRIG HAND DRYER, BRADLEY 2802-2874 --� N SIM 1 �� 1 , NSENSOR-OPERATED -v - - WOMEN MEN v ADA (OW PROFIL WOMEN �t ' MEN v Al2 I A1.2 I i v I , / TPH NO TPH 105 ` �' 1 128 1 12-1 % 102 NO NAPKIN DISPOSAL BRADLEY 4722-15 60" DIA I WR LE -1 � J WASTE REGEPTIG BRADLEY 546 0 I I y \ FD / v FD / (SEMI -RECESSED) SD 1H�D H,4 a H IG } " 60" DIA E i 60" DIA FD FD - I LSV LAV - -------- t I �. �� 3 I ��� 48"X30" I I 24" 60"X60" 30"X48" I 1 30"X48" 1 60"X60" 24" 48'X30" -- 615 05 / H�. I PTH I /� (PTH H wQ� ® :TPH I TP� TPH= ' 1 1 --�L LAV I 60"X60" ! , 60"X60" - LAS! ' o v r , }; ->- TPH 1 G EN ERL RESTROOM I ' 1NOTES I I 1----- 48"X50 I 1 }1 48"X30 ) i -; NDrj �, I . NDS r- ~ f/% I fG t ►i1 I �� R oI- ----- m ' m ---------J ,, I I` j W.G•; i G� I 1 WG I 1i i, _ Jr ;t '' 0 A. THE CONTRACTOR SHALL PROVIDE SOLID 2X8 (MIND TREATED WOOD pi 24 _ .__... m .;G m _._. 24 OMIN ry __ ,` ,_. z_ - BLOCKING, SECURELY FASTENED TO WALL FRAMING, BEHIND ALL PLUMBING ..._._� -. t -1 36 GB p-��1=/x/51 _..vi SD L kiPT _ 36' GB �' O X H.G•.�, G.B. 1 I Q 1 :.. _ .....- I f f _- FIXTURES 4 AGGESSORIES � - - B. INSTALL TOILETS WITH LEVERS AT OPEN SIDE OF STALLS / RESTROOMS. L - I < ry '_ sA_ _ _ G. PROVIDE PLUMBING AGGESS PANELS AS REQUIRED Z .�, .�'�', y�� . � i. �� , — ` ��"E — 3 �" ,� � _�: ,�' /ems �, ,o i - EHD ' T_P_I1-ND r_._ TPH ! EHD . Y '� 42' G Bpi _r 42" , F173 on imm'' , BEMIRE, MIN. MIN. MIN. MAX. MAX. 7'-0" 5'-O" 7'-0" 10'-8" 6" 10'-8" 12'- 0" 1' - 4" 12'- O" -� 1102 103 RESTROOM BLOW UP 127 a 128 RESTROOM BLOW Uig z O 1— Q O Cl - OCD (, J z W O cn O co CD 0 ti z x m = 0rc \-j;= N 0 W L?U F— N rc. UQ Q J W CS � L 0- Cts J N Lu a- < Q 0c) CCS U CD r � J.. qC�` OTS R9334 R• • V'C IAM J. AGKA_, AIA Re�15tra;ion �: AR933 ;1 GGPYRIGHTO 201-1 AGKA— ARGHITcGTS. This aocumen, is the proper,, or' Acka Architects,, APG Tn15 Dccument may NOT be copled, reproduced or used without the writ,en con5entFrom Ackal Architects, APG. Project Number: 18-014 Date: q/15/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: F Revised: 1�ADD#1 q/2'7/18 Sheet Name: PLAN BLOW UPS Sheet No. ;�l 'm1Wm'd1pQ1 13 of 5ci l 1 1 0 LL H WV � J W —� i O lel m r W m � LLW � ~ � � �w 0 v CD D -ALu Lu Lu 0LL J.. qC�` OTS R9334 R• • V'C IAM J. AGKA_, AIA Re�15tra;ion �: AR933 ;1 GGPYRIGHTO 201-1 AGKA— ARGHITcGTS. This aocumen, is the proper,, or' Acka Architects,, APG Tn15 Dccument may NOT be copled, reproduced or used without the writ,en con5entFrom Ackal Architects, APG. Project Number: 18-014 Date: q/15/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: F Revised: 1�ADD#1 q/2'7/18 Sheet Name: PLAN BLOW UPS Sheet No. ;�l 'm1Wm'd1pQ1 13 of 5ci l 1 1 z (D 20 GA. METAL FRAMING. 0 BRACE TO ROOF STRUCTURE Q FROM TOP OF WALL FRAMING 45" F 5/4" PLYWOOD O.G. ALTERNATE SIDES WITH n EVERY OTHER BRACE. CHAMFER CORNERS GOUNTERTOP PER -3v o MILLWORK SECTIONS INSTALL UNFAGED FIBERGLASS 5-5/8" 20 GA. METAL FRAMING. BRACE TOBATT 1x8 MDF GAP, PTD. 2X4 TOP PLATE (TREATED m INSULATION (MIN R-1q)ABOVE ROOF STRUCTURE FROM TOP OF WALLGEILING w7-f: BLOCKING) ON 5 5/8" 20 Q AT ALL OF THE FRAMING 45" O.G. ALTERNATE SIDES WITH��g 2X4 TOP PLATE (TREATED WD.WD. GA. METAL GAP CHANNEL UJ FOLLOWING SPADES: EXAM ROOMS, RESTROOMS, OFFICES, 8 -�-EVERY OTHER BRAGE. BLOCKING) ON 3 5/8" 20 GA. �� i METAL GAPCHANNELCONFERENCE/TRAININGSGHEDULED O v Z GEILING _ w Cf) �QOLU rTYP. 1x4 MDF TRIM, PTD. o co D 1L0 CD 5-5/8" 20 GA. METAL GAP GHANNEL r - LL Q SGHEDULED GEILING w \ 5 5/8" 20 GA. METAL n 3 5/8" 20 GA. METAL 5-5/8" 20 GA. METAL GAP Q m FRAMING AT 16"o.c• FRAMING AT 16"o.c. o Q GHANNEL = `J �- 5/8" PLYWOOD AT INTERIOR �f 5/5" GYP. BD. EACH SIDE Z 5/5" GYP. BD. EACH SIDE *3 1/2" UNFAGED BATT SOUND ROOM SIDE (IT ROOM) IL U U� INSULATION AT BREAK P2 WALL t j [� IL 0000 3-5/8" 20 GA. METAL O b i 0 L 3-5/8" 20 GA. METAL FRAMING ATm FRAMING AT 16" O.G. O O O O.G. L i 5/8" TYPE -X GYP. BD. EACH SIDE 1. 5/8" TYPE -X GYP. BD. (ON EXTERIOR I I NOTE: THIS PARTITION IS PART OF = co F- n SIDE OF ROOM) I A MODULAR MILLWORK SYSTEM. z C) l C) GONTRAGTOR TO USE P -TYPE AS 5-5/a".20 GA. GALV. METAL BASE z5-5/5" 20 GA. GALV. METAL BASE m I FRAME OF REFERENCE FOR A GHANNEL ANCHORED TO SLAB AT GHANNEL ANGHORED TO SLAB AT 48" O.G. I BLOGKING AND FLOOR ANCHORING REQUIREMENTS \SGHEDULED FLOORING / SGHEDULED FLOORING r0\ £, TYPICAL INTERIOR PARTITION UNLESS OTHERWISE NOTED ON PLAN 4.1 s A4.1 P2 SIMILAR F1 11N SIMILAR TO P1 EXGEPT 5'-10" PLATE HEIGHT METAL RTO LIEUOF�5 5/8" �3 PLYWOOD ON INTERIOR ROOM 5'--l" PLATE HEIGHT SIDE AT I.T. ROOM l P21 SIMILAR TO P1 EXGEPT 8" P4.1 NOT USED I METAL STUDS IN LIEU OF 5 5/8" i CHAMFER CORNERS - SMOKE SEAL 13 UL SYSTEM NO HW-S-0032EXISTING ROOF DEGK � 1x8 MDF GAP, PTD. 3-5/5" 20 GA. METAL GAP GHANNEL EXISTING EXTERIOR / TENANT -- DEMISING WALL ' �-- BOTTOM OF ROOF DEGK - � r- BOTTOM OF ROOF DEGK \'` 3-5/5" 20 GA. METAL STUDS AT L \ i i 1x4 MDF TRIM, PTD. -- CONTINUOUS 3-5/8" / 6" 20 __J CONT. TO ROOF DEGK ' GA. FRAMING AT 16" O.G. TO ROOF/FLOOR DEGK - TYP. \ 2X4 TOP PLATE ON 20 GA. METAL GAP GHANNEL z SCHEDULED GEILING NEW SGHEDULED GEILING D LU 2X GONTINUOUS WD. BLOGKING ENTIRE \_\\= [� �� Q FLASH d BATT 2" THK CLOSED GELL —I WALL BEHIND SHEETROGK FOR WALL —I - —� INSULATION PLUS UNFAGED la L MOUNTED COMPUTER MONITORS AS 0 FIBERGLASS BATT CAVITY I I Ir- INDIGATED ON PLAN. LU � SGHEDULED GEILING 5/5FIREBLOG TYPE -X " C � < INSULATION (OVER ALL FLASH 4 A � Q GYP. BD., EA. SIDE, CONT. BATT INSULATION METHOD MIN R- z I I I' LU = z TO ROOF DEGKo VALUE SHALL BE R -1q) N 5 5/8" 20 GA. METAL �i IL z 17- FRAMING AT 16"o.c. T w 3 1/2" UNFAGED SOUND 5-5/5" 20 GA. METAL FRAMING AT 16" .y LU 0 i /� V. - BATT INSULATION , O.G. (GONTINUE ALL THE WAY TO THE � I I 5/5" GYPSUM WALL zV. EXISTING ROOK DEGK) z O BOARD EACH SIDE uj (5/8" GYP. BD., TYPE X, OG 3-5/5" AL\/. 20 \ 5/8" TYPE -X GYP. BD. O fY GONTINUOUS TO ROOF DEGK) l z GA. BASE GHANNEL z ' -� -, 5/8" TYPE -X GYP. BD., 1- z 3-5/8" GALV. 20 !u v 3-5/5" 20 GA. GALV. METAL BASE w GHANNEL ANGHORED TO SLAB AT vim' ;si TYP. 0 GA. BASE GHANNEL — SGHEDULED FLOORING \ �` . 48" O.G. i i NOTE: THIS PARTITION IS PART OF � ILI � A MODULAR MILLWORK SYSTEM. �— NEW 6" GOLUMN RE: FINISH SLAB �\ NEW SGHEDULED FLOORING y� CONTRAGTOR TO USE P -TYPE AS FRAME OF REFERENCE FOR STRUGTURAL SHEETS � 1-5/8" METAL STUDS, I SMOKE PARTITION WALLS — P� U465UR FIRE RATED ASSEMBLY - UL# I � � O NEW STUD WALL OVER EXISTING EXTERIOR i i ANO O IN6, NDEQU R FLOOR ENT I _ I D. AS REQ' WALL / TENANT DEMISING WALL SIMILAR TO P5 EXGEPT 6" METAL SIMILAR TO P10 EXGEPT 6" METAL SIMILAR TO P6 EXGEPT 6" METAL STUDS IN LIEU OF 5 5/5" STUDS IN LIEU OF 5 5/8" STUDS IN LIEU OF 5 5/8" \ 1 2 SIMILAR TO F10 EXGEPT PLYWOOD s 4.1 ALL FIRE RATED WALLS SHALL BE ON INTERIOR SIDE AT I.T. ROOM ALL SMOKE PARTITION WALLS SHALL BE PERMANENTLY IDENTIFIED WITH SIGNS PERMANENTLY IDENTIFIED WITH SIGNS OR STENGILING OR STENCILING ALL DEMISING WALLS SHALL BE ONE HOUR FIRE RATED ASSEMBLY. 6'-0" PLATE HEIGHT NDN GOLUMN kNRAP DETAIL IF THE EXISTING WALL IS NOT FIRE RATED, GONTRAGTOR SHALL PROVIDE PS/PG TYPE OVER EXISTING WALL PER LOCAL FIRE GOOE. OE1 ERAL PARTITION NOTES SLOTTED LEG GAP GHANNEL UL U465 LISTING WELDED EXISTING ROOF DEGK INSIDE A. SEE ROOM FINISH SGHEDW ULE FOR FINISH GEILING, GEILING HEIGHTS 4 ALL 24 CORNER FINISHES. p — 25 GA. CONT. ANGLE EA. SIDE Fire_ Test Fire STC Thickness B. INSTALL BATT INSULATION INSIDE WALLS $ABOVE GEILING IN ALL OF THE 5/8" TYPE -X GYP. BD.,r �'„ '�� �t {'� r�i��'� UL 0465 or GA- : Rating 49 1 (in.) FOLLOWING SPACES: TYP. ` 5/5"X5/8' GONTINUOUS BEAD OF WP -1081 1 hr. 4-7/8" 1. RESTROOMS INTUMESCENT FIRESTOP SEALANT'trJt t f �t't Steel Stud (Non- a .._ „ loadbearing) 2. CONFERENCE (TYP. ON EACH SIDE OF WALL) View Printable Page, Interior Partitions \ 12 5. EXAM ROOMS r EXISTING COLUMN 3 5/8' 20 GA. TOP GHANNEL 5 \ Sound Test; USG- SG CAD • REVIT - VIEW ASSEMBLY y e6o7oe .e r 3X3 STEEL ANGLE AT ALL WALL ENDS a 56' O.G. 4. OFFIGES G. INSTALL 5/8" MOISTURE RESISTANT (GREEN ROCK) GYP. BD. ON ALL RESTROOM, PLUMBING, a INTERIOR OF FREEZER WALLS. 5 5/5" 20 GA. FRAMING, •; Gypsum Board - 5/8 in. thick gypsum board applied D. PROVIDE 2X12 TREATED WOOD BLOCKING FOR ALL WALL MOUNTED > \� SEGURE TO STRUGTURE vertically or horizontally. - SHEETROCK a0 UltraLight Firecode x Gypsum Panels_ \�— THREE ANCHORS TO RESTROOM AGCESSORIES. 1-5/8" METAL STUDS, AS REQ'D. Steel Studs3-5/d in.�<vl ide inln. 25 gauu steel studs y FRAMING IN VERTICAL LEG E. GEILING TILE 4 GEILING INSULATION SHALL BE GLASS 'A' RATED WITH A - - - UNFAGED BATT INSULATION @max 24 in. OC-3a2S125-ie • Batts and Blankets -3 in, mineral wool batt insulation FLAME SPREAD OF 0-25 8 A SMOKE DEVELOPMENT OF 0-450. F. IF APPLIGABLE ALL FIRE RATED ASSEMBLIES SHALL BE GONTINUOUS FROM FOR ALL STEEL COLUMN^' I \ 5/5", TYPE "X", FIRE RATED Gypsum Board - 5[8 in. thief gypsum hoard applied - SHEETROCKa0 UltraLight Firecode X 4" VINYL COVE BASE EXTERIOR WALL TO EXTERIOR WALL & FROM SLAB TO ROOF DEGK. SEAL WRAP LOCATIONS GYP. BD. - TYPIGAL ON EACH vertically Gypsum Panels ALL JOINTS 8 PENETRATION THROUGH ALL FIRE RATED ASSEMBLIES WITH r V.O.J. UNLESS SPEGIFI�D. REFER TO DIMENSION SIDE OF WALL Joint Tape and Compound- Vinyl, dry or premixed joint 1 3 5/8" 20 GA. GALV. AN APPROVED FIRE RATED SEALANT SYSTEMS. G. IF APPLIGABLE ALL SMOKE PARTITION - \ (SEE PARTITION TYPE) 2 compound applied in two coats. Paper tape, 2 in. wide, METAL BASE GHANNEL WALLS SHALL BE CONTINUOUS FROM o PLAN A5.2 LAYERS EACH SIDE AT 2HR embedded in first layer of compound over all joints. v p I SLAB TO ROOD DEGK. SEAL ALL JOINTS d PENETRATIONS WITH AN .r ._ veneer Plaster - Nom. 3/32 in. thick gypsum veneer APPROVED SEALANT SYSTEMS RATED ASSEMBLIES UL JOINT SYSTEM NO. HW -5-0052 plaster y be applied to the entire surface of classified veneer baseboard EXISTING CONCRETE SLAB H. INSTALL EXT. 5/5" WATER RESISTANT (GREEN ROCK) GYP. BD. ON ALL WALLS 8 GEILING IN SPRINKLER ROOM. \�\ k,isit',U465Q" I. INSTALL 5/5" PLYWOOD ON ALL INTERIOR WALLS IN I.T. ROOM - IN LIEU OF CONCRETE ANCHOR GYP. BD. (THREE PER HORZ. LEG) J. PROVIDE 5"X5" STEEL GOLUMN AT EACH END 4 HORIZONTAL STRUGTURAL 1/2" DIA. HILTI BOLT III STUD SUPPORTS AS REQUIRED AT HALF HEIGHT PARTITION WALLS. (EMBED 5 1/2")(GAGE 3") (GA GOLUMN WRAP DETAIL FIRESTOP DETAIL UL U465 LISTING PARTITION BASE SLOY� UP -7 DEXISTING 1 1/2" = 1'-O" 3" = 1'-O" 1/4" = 1'-O" 3" = 1'-0" z (D WJ 0 Q F O n -3v o U m r r (L� UJ m J LL Q W ~ UJ 0 O v w Cf) �QOLU LU o co 1L0 CD CL_. r - LL Q x \ o N O LO w oo v, Q6) U� U �Q) 0000 i LLJ N I..I_ > Q c� Q - � cis _< w � , U < co CO = co Q� 0 LL wLU -3v i O lli m r r (L� UJ m LL � W ~ � O v w LU �QOLU LU LU 3 LL WILLIAM J. AGKAL, AIA Reai;rra ion AF -95541 GGPYRIGHTO 2017 AGKAL ARGHIT=GTS. Tnis document h the properb,, of Ackal Arcnitects, APG Tnia DcoJmen, ma,l NOT oe copied, reproduced or used xl*nout the mriuen consent From Ackal Architects, Project Number: 15-014 Date: 9/13/2015 Project Architect: B.A. Project Manager: A. D. Orawn By: G.L. File Name: SANFORD Revised: Sheet Name: PARTITION TYPES Sheet No. A401 14 of 5q ROOM FINISH SGHEDULE ROOM WALL MILALWORK (MILLWORK CEILING CEILING j NUMBERW _ ROOM FLOOR BASE WALL TYPE ALL FINISH PROTEGTION CBINET COUNTER CEILING TYPE FINISH HEIGHT j REMARKS: (RE: A5.2 FOR FINISH KEY PLAN) 6 101 ENTRY R-1 B-1 5/8" GYP. BD. P-1 FRP - SUSP. AGT./ 5/8" GYP. BD. PTD. GL -1 / P-1 10'-077-10" FRP 4'-3" HEIGHT DEVICES - 102 WOMEN FT -1 - 5/8" GYP. BD./ TILE WT -1 / WT -2 / P-1 - - SUSP. ACT. GL -1 ci'-0" j RE: 2A5.1 8 3A5.1 OR 103 MEN FT -1 - 5/5" GYP. BD./ TILE WT -1 / WT -2 / P-1 - - - SUSP. ACT. GL -1 9'-0" ARE: 2A5.1 B 3A5.1 , SWITCHES 104 KIOSKS R-1 B-1 5/8" GYP. BD. P-1 FRP PL -1 PL -1 SUSP. ACT. GL -1 10'-0" FRP 4'-3" HEIGHT 105 WAITING R-1 B-1 5/8" GYP. BD. P-1 FRP - - SUSP. ACT. GL -1 10'-0" FRP 4'-3" HEIGHT 106 2ND WAITING R-1 B-1 5/8" GYP. BD. I P-1 FRP - - SUSP. ACT./ 5/8" GYP. BD. PTD. GL -1 / P-2 10'-070'-10" FRP 4-5" HEIGHTSO 107 RECEPTION R-1 B-1 5/5" GYP. BD. P-1 FRP PL -1 QZ-1 SUSP. ACT./ 5/8" GYP. BD. PTD. GL -1 / P-1 9'-077-10" FRP 4'-5" HEIGHT / RE:1A5.2 m O 108 SCREENING BOOTHS R-1 B-1 5/8" GYP. BD. P-1 FRP PL -1 az-1 I SUSP. ACT./ 5/8" GYP. BD. PTD. GL -1 / P-1 9'-077-10" iFRF 4'-3' HEIGHT / RE:1A5.2 100 _ EXAM HALL R-1 B-1 5/5" GYP. BD. P-1 FRP - - SUSP. ACT./ 5/8" GYP. BD. PTD. GL -1 / P-2 10'-O"/q'-10" FRP 4'-3" HEIGHT _ I '' 110 _ EXAM R-1 B-1 5/5' GYP. BD. P-1 FRPPL-1 - SUSP. ACT. GL -1 0'-O" FRP 4'-5" HEIGHT ! m % , 111 EXAM R-1 B-1 5/5" GYP. BD. P-1 FRP PL -1 - SUSP. ACT. GL -1 9'-0" FRP 4'-5" HEIGHT 112 EXAM R-1 B-1 5/5" GYP. BD. I P-1 FRP PL -1 - SUSP. ACT. GL -1 0'-0" FRP 4'-3" HEIGHT i i 4 115 CLOSET R-1 B-1 5/8" GYP. BD. P-1 - - SUSP. ACT. GL -1 9'-O" SCHEDULED BASE BOARD 114 IOFFCE R-1 I B-1 5/8" GYP. BD. P-1 FRP - I - SUSP. ACT. F GL -1 9'-O" ;FRP 4'-5" HEIGHT 115 OFFICE R-1 B-1 5/8" GYP. BD. P-1 FRP - - SUSP. ACT. GL -1 9'-0" FRP 4'-3" HEIGHT NOTES: -- -_---- 1. WALL SWITGHES OR ANY OTHER WALL DEVICES GALLED AT APPROX. 45" 116 OFFICE R-1 B-1 5/8" GYP. BD. P-1 FRP - - SUSP. ACT. GL -1 9'-O" FRP 4'-5' HEIGHT HEIGHT SHALL BE MOUNTED TOP OF FACE PLATE AT 45" 117 DONOR FLOOR R-1 B-1 5/8" GYP. BD. P-1 FRP PL -1 OZ -1 SUSP. ACT. GL -1 10'-O" FRP 4'-3" HEIGHT /FRP ENTIRE HEIGHT OF HALF HEIGHT PARTITION !WALLS / RE:1A5.2 2. TOP OF FRP TO BE 4'-3" --- - 3. THESE NOTES TO TAKE PRECEDENCE OVER SPECIFICATIONS SHOULD 115 SHIPPING R-1 5-1 5/8" GYP. BD. - FRP PL -1 SS -1 I SUSP. ACT; VINYL GL -2 9'-O" FRP FLOOR TO CEILING THERE BE ANY DISCREPANCIES 110 PLASMA PROGESSING R-1 B-1 5/8" GYP. BD. - FRP PL -1 SS -1 SUSP. ACT; VINYL GL -2 9'-0" jFRP FLOOR TO CEILING 4. 15" MINIMUM PULL CLEARANCE AT LATCH SIDE OF DOOR, d 12" PUSH 120 SUPPLIES R-1 B-1 5/5" GYP. BD. - FRP - - SUSP. ACT; VINYL GL -2 9'-0" FRP FLOOR TO CEILING CLEARANCE, (ADA REQUIREMENT TO BE MAINTAINED AT ALL DOORS) -- ---- 122 OFFICE HALL R-1 _ B-1 5/8" GYP. BD. P-1 FRP - - SUSP. AGT./ 5/8" GYP. BD. PTD. GL -1 / P-2 10'-070'-10" 'FRP 4'-3" HEIGHT TYPICAL 123 EMPLOYEE HALL R-1 B-1 5/8" GYP. BD. P-1 FRP - - SUSP. AGT./ 5/5" GYP. BD. PTD. GL -1 / P-2 9'-O"/8'-10" FRP 4'-5" HEIGHT / ENTIRE HEIGHT OF PARTITION WALL BEHIND LOGKER5 AND SHELVING / RE: 1A5.2 FINISH INSTALLATION DETAIL 124_ BREAK R-1 B-1 5/5" GYP. BD. P-1 FRP P_L-1 PL -2 I SUSP. ACT. GL -1 9'-0" FRP 4'-5" HEIGHT 125 CLOSET R-1 B-1 5/8" GYP. BD. P-1 - �- -�-� SUSP. ACT. GL -1 0'-O" _ 126 REPAIR R-1 B-1 5/5" GYP. BD. P-1 _ FRP PL -1 PL -2 SUSP. ACT. GL -1 0'-0" FRP 4-3"' HEIGHT 127 MEN FT -1 - 5/8" GYP. BD./ TILE WT -1 / WT -2 / P-1 - PL -1 PL -2 SUSP. ACT. GL -1 0'-0" I RE: 2A5.1 d 3A5.1 128 WOMEN FT -1 - 5/8" GYP. BD./ TILE WT -1 / WT -2 / P-1 - PL -1 PL -2 SUSP. ACT. GL -1 9'-0" !RE: 2A5.1 8 3A5.1 129 JANITOR R-1 5-1 5/8" GYP. BD. - _ FRP - - SUSP. ACT. GL -1 9'-0" FRP FLOOR TO CEILING 150 ELECTRIGAL R-1 B-1 5/8" GYP. BD. P-1 - - - SUSP. ACT. GL -1 10'-0" 131 I.T. R-1 B-1 5/5" PLYWOOD - FRP - - SUSP. ACT. GL -1 10'-0" FRP FLOOR TO CEILING 132 BIO WASTE R-1_ B-1 5/8" GYP. BD. - FRP - - SUSP. ACT. GL -1 9'-O" FRP FLOOR TO CEILING 133 STERILE SUPPLIES F R-1 B-1 5/5" GYP. BD. - FRP - - SUSP. ACT. GL -1 9'-O" FRP FLOOR TO CEILING 134 GONFERENGE/ TRAINING R-1 B-1 5/8" GYP. BD. P-1 FRP - - SUSP. ACT. GL -1 0'-O" FRP 4'-3" HEIGHT _ 135 OFFICE R-1 B-1 5/8" GYP. BD. P-1 FRP _- - SUSP. ACT. GL -1 0'-O" FRP 4'-3" HEIGHT 136 HALL R-1 B-1 5/8" GYP. BD. P-1 FRP - SUSP. ACT. GL -1 9'-0" FRP 4'-5" HEIGHT FINISH MATERIAL SELECTION *ALL FINISH SELECTIONS ARE TENANT SPECIFIED. NO EQUALS TO BE ACCEPTED. RESILIENT FLOORING TILE PLASTIG LAMINATE FRP (FIBER REINFORCED PLASTIG) WALL PROTECTION • ARMSTRONG: EARTHCUTS, 12" X 24" PL -1: FORMICA, FOG 061-58 (MILLWORK GABINET) FRP: NEVAMAR / PANOLAM: PEBBLED EMBOSSED, GRAY • RR1: SLADE SILVER LINING NA560 PL -2: FORMICA, MOUSE 928-58 (MILLWORK COUNTER) INSTALLATION: • INSTALLATION: BRICK PATTERN (SEE DETAIL 5A5.1) PL -3: WILSONART, DOVE GRAY D92-60 (INTERIOR DOORS) 1. AT LOCATIONS WHERE 4'-3" HEIGHT A.F.F. IS REQUIRED, • APPLIED WITH ARMSTRONG 5-495 FLOOR SEALER PER CONTRACTOR IS TO USE 45" WIDE PANELS, INSTALLED MANUFACTURER INSTRUCTIONS HORIZONTALLLY WITH THE BOTTOM OF THE PANEL Ll SITTING UP 5" ABOVE FLOOR. OVERALL FINISH HEIGHT INTERIOR PAINT MANITNED AT 4'-3". • P-1: BENJAMIN MOORE, DISTANT GREY 2124-70, SATIN 2. PATTERN SHOULD RUN IN THE SAME DIRECTION (INTERIOR WALLS) & FURR DOWNS GERAMIG FLOOR TILE THROUGHOUT • MARAZZI: LIVIGNO, 12" X12" P-2: BENJAMIN5. USE ONE OF THE FOLLOWING ADHESIVES: DAP BRICK MOORE, CEILING WHITE; FLAT 258 BRICK STYLE INSTALLATION FOR ALL FLOOR TILE NO MATTER THE SIZE (CEILING) • FT -1: GRIG10 WELL -,)WOOD FRP ADHESIVE OR TITEBOND SOLVENT • INSTALLATION: BRICK PATTERN (SEE DETAIL 3A5.1) P-5: SHERWIN WILLIAMS, DORIAN GREY SW7017 BASE FRP ADHESIVE (DOOR FRAME, 8 MDF GAP AT DONOR FLOOR) FRP FIRE -RATED PANELS SHALL COMPLY WITH GLASS G BUILDING FLOOR TILE INSTALLATION DETAIL • PL -6: BENJAMIN MOORE, MISTY GREY 2124-60, SEMI -GLOSS CODES FOR INTERIOR FINISHES PER ASTM E84. (TRIM) 1. FLAME SPREAD 76-200 = 1'-0" GERAMIG WALL TILE 2. SMOKE -DEVELOPED 0-450 • MARAZZI: LIVIGNO • : EXTERIOR PAINT SEE 4A5.1 FOR INSTALLATION DETAIL WT -1: GRI610, 12" X 12" W • WT-1RI610, 5" x 12" BULLNOSE P-3: SHERWIN WILLIAMS, GAUNTLET GRAY, S7019 RESTROOM PARTITIONS • INSTALLATION: BRICK PATTERN (SEE DP-5: SHERWETAIL 2A5.1) P-4: SHERIN WILLIAMS, EIDER WHITE, S^ -701W7017 GENERAL PARTITIONS: WILSONART PLASTIC LAMINATE PARTITIONS • IN WILLIAMS, DORIAN GREY (OR APPROVED EQUAL) • SEE EXTERIOR ELEVATIONS SHEET A&.2 COLOR: GREY 1500-60 TILE GROUT INSTALLATION: FLOOR MOUNTED, OVERHEAD BRAGED, STAINLESS • LATIGRETE: 1600 UNSANDED GROUT STEEL STIRRUP WALL SRAGIKETS a STAINLESS STEEL SHOES. • COLOR: NATURAL GREY 24 ELIASON GATE STAINLESS STEEL DOOR HARDWARE & WRAP AROUND HINGES. PROVIDE GOAT HOOK 48" A.F.F. ON BACK OF EACH DOOR - P-1 • ELIASON: SGP - GATE MOUNTED WITH POST, HIGH PRESSURE LAMINATE ON BOTH SIDES SHALL SE FORMICA, FOG 061-58 SEALED CONCRETE CORNER GUARDS • Sr-.: SEALED CONCRETE KORO&UARD: G515 CORNER GUARD, 1.5" X 1.5" X 48" 90 DEGREES • GG -1: OVERCAST - WT -2 SUSPENDED ACOUSTICAL CEILING INSTALLATION: 51" A.F.F. AT ALL OUTSIDE CORNERS WITH LIQUID NAIL WALL BASE ARMSTRONG: SUSPENDED SYSTEM WITH 15/16 PRELUDE WHITE GRID; • • JOHNSONITE: RUBBER 8 VINYL WALL BASE - COVE, TRADITIONAL 4" 2' X 2' IN ADDITION TO THE PEEL & STICK TAPE • B-1: PLATINUM 21 GL -1: GORTEGA ACOUSTICAL TILE • GL -2: GLEAN ROOM VL:868 UNPERFORATED WT -1 • PROVIDE FIRE RATED SYSTEMS WHERE REQUIRED BY AUTHORITIES WINDOW FILM HAVING JURISDICTION, VERIFY 5M HIGH PERFORMANCE BACLKOUT FILM m QUARTZ COUNTER TOP $ 5PLASH PROVIDE SEISMIC GRID SYSTEMS WHERE REQUIRED BY AUTHORITIES INSTALLATION: AT ALL EXTERIOR WINDOWS ' • QUARTZ MASTER: STARLIGHT SERIES, 3GM THICK HAVING JURISDICTION, VERIFY �t • QZ-1: UNIVERSE BLUE QM3007 WINDOW BLINDS: • PROVIDE LEVELOR MODEL #1922094; WHITE 1" VINYL MINI -BLINDS AT STAINLESS STEEL COUNTER TOP ALL INTERIOR OFFICE WINDOWS • 16 GA. STAINLESS STEEL • 55-1: STAINLESS STEEL 2 YNALL TILE' INSTALLATION DETAIL GENERAL FINISH NOTES A. FLOOR TILES SHALL MEET OR EXGEED THE NON -SLIP, FRICTION COEFFICIENT RATINGS REQUIRED BY BOTH IBC d ADA, FOR BOTH DRY 4 WET GONDITIONS. B. REFER TO INTERNATIONAL BUILDING GODE (IBG) 8 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) FOR ADDITIONAL DETAILS. ON co U Lu 0 1-00 r-_ z Q UD x D - O c\1 N O L � U Wv U U- Q m LL, 1yM J N LU � i U Qco M = 0 U Q L o 01� . Coll lL. H W V w� } O ljl m r r � w m OL ILL � W � � z 0 o� mQo 0 0 tu ks' � LU 00 LL YF FZ - �9� •Y ��•'•. 93 A� t•' a �j TFR��•�AQ A��� NLLIAM J. Ar -GA' -.AIA Regis:ra:ion =: AR93341 COPYRIGHT(D 201-7 AGiGP._ ARGHITcGT5. This document Is the oroperiy of Ackal Arcniteots, APG This Document ma, NOT ce copied, reproduced or used xitnout the written consent from Atka! A,-nitects. APG. Project Number: 15-014 Date: 9/13/2015 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: FINISH SCHEDULE Sheet No. A5.1 15 of 5q _ _.3 _ _. _ _ �. _ _ _ r ,. � .- � r - , •.rte LI I .I I 120 131 I I i I I I I r` I it fI tI I 1 I I I I I ;I Y.J if 1 L J 1 I f I _ I I --`=J !I I L --J I f I I ' I FRP ENTIRE FRP ENTIRE HEIGHT OF 130 �' _ _ .... _.._...__ ! I I I _. I .... ill'! I j I HEIGHT OF I I t Y.. ! V I' I I HALF HEIGHT I I El HALF I HEIGHT I WALL I : I WALL � t ' I 1 � 133 yj fl t , I I f t`r`c•i : � i i I x� I l s i I f• t I I I I ! C xI t I 'I F- L._ _...__. I �:� i — — — LL r w It 118 pg t l I l I I I .I I ' I — I. a'� I 126 I ... AI I I I I I 1 _ — a� - -,. _ 'I -- - ----- $I I FRP FULL HEIGHT FRP FULL HEIGHT !{ OF PARTITION OF PARTITION I I I l 1 BEHIND BEHIND SHELVING 123 LOCKERS I I I FRP ENTIRE I I FRP ENTIRE HEIGHT OF I : i HEIGHT OF. — r — — ( „„ .... I I I I � HALF HEIGHT G � HALF HEIGHT — ---- ---- Ij -------------------=-,--------- I I INALL 11 { E i II I ¢ I I'I t a I l t i i" 132 l 106 s I Ij I _ t i I r l _sFill I I l r t. I I I I I I I I I !I r I F— L L _ e < =i t F- FINISH KEY PLAN 3/16" = 1'-0" F I N I SH KEY FLAN NOTES A. ALL GYP. BD. TO BE TYPE "X" B. EXTEND WALL TILE BEHIND RESTROOM MIRRORS - - - - DIAMOND PLATE 4'-0" HIGH -- - - - - - - - - - - - - - - - - -- FRP 4'-3"HIGH (HOLD 5"A.F.F.) — — — — — — — — FRP FLOOR TO GEILING (HOLD 3" A.F.F.) ------------------------- WALL TILE 51" HIGH z � � co i -- LL Q cc Q wV n �J o U cv >LU O lli m r � Q m Z w O co H * LL Q (.0 r -K a n p0 o LU < LU Q v) x = @ LU � LL� c-1 0 LLJ L47)Q LLJ 00 V) U� Q) Q ti a) J :+ t � ry GJ crs JN Y W � a_ is U Q co cu =00 U � 1` CD CD m 3Z Q� k9� ��•. A LL H wV �J � >LU O lli m r � wLL m H LU v 0 qw LU � p0 LU < LU LU � LL� 91 A II�:� ril__IA`4 J. AOK,A'_, AIA Re;iscra:�on F: AR95341 GOFYRI6HT© 2017 Ar -KA- ARGMTcGT5. TniS cooamenc :1e orocerc o= A:.ka ArCnic_� , A Tnis Docurelc ma,,, NOT c e� reoroouceo or useo ne J)'"ten conseni From Ackal ArGF1iCeGCS, A-,. Project Number: 18-014 Date: 9/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: FINISH KEY PLAN Sheet No. A5. 2 1 C of 5q I I I i DOOR HARE YNARE SCfH E1�U LE 0 0 LL 1�)OOR SGH E1DU LE H TYPE 0 W v 0- FRAME THRES HARDWARE DOOR HARDWARE: #1 DOOR HARDWARE: #10 MARK MARK } WIDTH HEIGHT THICKNESS DOOR MATERIAL MATERIAL HEAD JAMB HOLD NO, i7ESGRIPTION EXTERIOR STOREFRONT DOUBLE DOORS GONFERENGE / TRAINING DOOR O �w � ~� va o 0 6 STORE FRONT DOOR HINGES 5 HINGES HAGER BB 1279 4 1/2 X 4 1/2 - 26D 101-A 6 6' - O" 8' - O" 0'- 1 3/4" ALUMINUM/GLASS ALUM. - - 1A5.1 1 EXTERIOR STOREFRONT DOOR IN ALUMINUM STOREFRONT FRAME 2 PANIC EXIT DEVICE (PUSH BAR) 2 PULL BAR HANDLE 1" DIA. 2 CLOSER OVERHEAD SURI=AGE MOUNT 1 PA55AGE LEVER LOCK HAGER ;4104WTN-26D 3 SILENCERS HAGER 5070 GRAY 2 KIGKPLATES HAGER 1805 24 X 34, 320 (ONE EA. SIDE) 102-A 2 3' - 0" 7' - 0" 0'- 1 5/4" PLASTIG LAMINATE GLAD COMPOSITE LUMBER GORE H.M., PTD. I 5A5.1 7A5.1 - 4 INTERIOR FLUSH PANEL DOOR 103-A 2 3' - O" 17 - 0" 0'- 1 3/4" IFLASTIG LAMINATE GLAD GOMPOSITE LUMBER GORE H.M., PTD. &Ab.1 7A5.1 - 4 INTERIOR FLUSH PANEL DOOR 107-A 4 5.-011 FY - O" O'- 1 3/4" IFEIR MANUFACTURER - - - - 6 ELIASON SGP GATE W/ DEGORATIVE HIGH PRESSURE LAM. (BOTH SIDES) MOUNTED ON F05T 1 WEATHER SEAL (PROVIDE COMPLETE SEAL - NO LIGHT GAP) 1 HAGER WALL STOP 234 W - 26D (EXTERIOR SIDE) 108-A 4 5' - O" 3' - 0" 0'- 1 3/4" 1 PER MANUFAGTURER - - - - 6 ELIASON SGP GATE W/ DEGORATIVE HIGH PRESSURE LAM. (BOTH SIDES) MOUNTED ON POST 1 ADA GOMPLIANT ALUMINUM THRESHOLD 10q -A 3 3' - O" C) 0" 7' - 0" 0'- 1 3/4" PLASTIG LAMINATE GLAD GOMPOSITE LUMBER GORE H.M., PTD. 8A5.1 7A(5.1 - 12 INTERIOR FLUSH PANEL DOOR WITH VIEW WINDOW "*NOTE: PROVIDE MORE THAN ONE HEX KEY (A.K.A. PANIG DEVICE DOG DOOR HARDWARE: #11: KEY) FOR PANIG HARDWARE LOADING OVERHEAD DOOR 110-A 2 3' - O" 7- 0" 0'- 1 3/4" PLASTIG LAMINATE GLAD COMPOSITE LUMBER GORE H.M., PTD. 8Ab.1 7A5.1 - 7 INTERIOR FLUSH PANEL DOOR "*NOTE: PROVIDE A LOGKING MECHANISM TO ALLOW THE DOOR TO BE LOGKE) FOR INGOMING TRAFFIG, BUT STILL ALLOWS EXITING TRAFFIC TO LEAVE WITHOUT DOOR HAVING TO BE UNLOCKED "NOTE: REFER TO MANUFAGTURER SPEGIFIGATIONS FOR REQUIRED DOOR HARDWARE "*NOTE: PROVIDE A COMPLETE SEAL (NO LIGHT GAP) 111-A 2 5' - 0" 7 - 0" 0'- 1 3/4" PLASTIG LAMINATE GLAD GOMPOSITE LUMBER GORE H.M., PTD. 8A8.1 7A8.1 - 7 INTERIOR FLUSH PANEL DOOR 112-A 2 3.-011 7' - O" O' - 1 3/4" PLASTIG LAMINATE GLAD GOMPOSITE LUMBER GORE H.M., PTD. 3A8.1 7A5.1 - 7 INTERIOR FLUSH PANEL DOOR 113-A 2 3' - O" 7 - O" 0'- 1 3/4" PLASTIG LAMINATE GLAD COMPOSITE LUMBER GORE H.M., PTD. 8A8.1 7A8.1 - 9 INTERIOR FLUSH PANEL DOOR "NOTE: NO CENTER STILE 114-A 3 3' - O" T- O" 0'- 1 3/4" PLASTIG LAMINATE GLAD GOMPOSITE LUMBER GORE H.M., PTD. &A5.1 7A8.1 - 14 INTERIOR FLUSH PANEL DOOR WITH VIEW WINDOW DOOR HARDWARE: #2 DOOR HARDWARE: #12 115-A 5 3' -01, 7- O" 0'- 1 3/4" PLASTIG LAMINATE GLAD GOMPOSITE LUMBER GORE H.M., PTD. 5A5.1 7A5.1 - 14 INTERIOR FLUSH PANEL DOOR WITH VIEW WINDOW EXTERIOR BIO -WASTE DOOR DONOR FLOOR/ EMPLOYEE HALL DOORS 115-B 3 3' - O" 7 - O" 0'- 1 3/4" PLASTIG LAMINATE GLAD GOMPOSITE LUMBER GORE H.M., PTD. 5A5.1 7A8.1 - 14 INTERIOR FLUSH PANEL DOOR WITH VIEW WINDOW 4 HINGES HAGER BB 1191NRP 4 1/2 X 4 1/2 - 320 (DOUBLE COUNT AS REQUIRED FOR DOUBLE DOORS) 116-A 3 51-011, 7 - 0" 0'- 1 3/4" PLASTIG LAMINATE GLAD COMPOSITE LUMBER GORE H.M., PTD. (5A8.1 17A5.1 - 14 INTERIOR FLUSH PANEL DOOR WITH VIEW WINDOW 1 STOREROOM LEVER HAGER 3450 - WTN - 26D 1 WEATHER SEAL (PROVIDE COMPLETE SEAL - NO LIGHT GAP) 1 ALUMINUM THRESHOLD 5 HINGES HAGER BB 1279 4 1/2 X 4 1/2 - 26D 1 PASSAGE LEVER LOCK HAGER 54104WTN-260 5 SILENCERS HAGER 3070 GRAY 117-A 1 5' - O" 7- O" 0'- 1 5/4" ALUMINUM/GLASS ALUM. 12A5.1 11A5.1 - 18 INTERIOR WIDE STILE STOREFRONT DOOR 117-8 3 (PR) &'- O" 8' - O" 0'- 1 5/4" PLASTIG LAMINATE GLAD GOMPOSITE LUMBER GORE H.M., PTD. 5A5.1 7A8.1 12 INTERIOR FLUSH PANEL DOOR WITH VIEW WINDOW 115-A 3 (PR) &'- O" 8' - O" 0'- 1 5/4" PLASTIG LAMINATE GLAD COMPOSITE LUMBER GORE H.M., PTD. 8A8.1 7A5.1 1q INTERIOR FLUSH PANEL DOOR WITH VIEW WINDOW 1 CLOSER HAGER 5100 -HO WITH HOLD STOP - ALUM 1 GLOSER HAGER 5100 - SNB - ALUM 120-A 2 (PR) 6 - 0" 5'- 0" 0' - 1 5/4" IFLASTIC, LAMINATE GLAD COMPOSITE LUMBER GORE H.M., PTD. 8A8.1 7A5.1 13 JINTERIOR FLUSH PANEL DOOR 1 ARMOR PLATE, HAGER, IgOS 30X46, 320 (INTERIOR SIDE) 2 ARMOR PLATE, HAGER, 1g0S 50X^, 30X34, 320 (ONE EA. SIDE) 1 KIGKDOWN DOOR HOLDER HAGER 270G 1 KICKDOWN DOOR HOLDER HAGER 270G (FOR DOUBLE DOORS) 123-A 7 6- O" (5'- O" 0'- 1 1/2" GALVANIZED STEEL WITH PO^DER GOATING H.M., PTD. - - 11 EXTERIOR MOTOR OPERATED OVERHEAD DOOR, INSULATED 2 2" PEEP VIEWER. ORDER FROM WWW.PEEPHOLESEGURITY.GOM- 1 FLUSH BOLTS HAGER 252D - 260 (FOR DOUBLE DOORS) 123-B 2 51-0.1 7' - O" 0'- 1 3/4" H.M. INSUL., PTD. H.M., PTD. - - 1A8.1 5 EXTERIOR GALVANIZED METAL FLUSH PANEL DOOR, INSULATED PRODUCT #60M132 ONE TO BE INSTALLED 45" FROM FINISH FLOOR (ADA GOMPLIANT) $ ONE 56"-64" FROM FINISH FLOOR 1 HAGER FLOOR STOP 241E - 26D *"NOTE: NO CENTER STILE (FOR DOUBLE DOORS) 123-C 2 31-0.. 7- O" 0'- 1 3/4" H.M. INSUL., PTD. H.M., PTD. - - 1A8.1 3 EXTERIOR GALVANIZED METAL FLUSH PANEL DOOR, INSULATED WITH AGESS CONTROL GARD READER 124-A 5 4' - 0" 0" ' - O" - - 4A5.1 3A8.1 - - 7- 0 6YP. BD. WRAPPED OPENING W/ CORNER GUARDS 124-5 5 4'- 0" 7' - O" O' - O" - - 14A5.1 5A5.1 - - GYP. BD. ^RAPPED OPENING W/ GORNER GUARDS 1 DOOR SWEEP HAGER 8725\/ -MIL DOOR HARDWARE: #13 126-A 5 3' - O" 7- 0" 0' - 1 5/4" IPLASTIG LAMINATE GLAD GOMPOSITE LUMBER GORE H.M., PTD. 8Ab.1 7A5.1 - 17 INTERIOR FLUSH PANEL DOOR WITH VIEW WINDOW SUPPLIES DOUBLE DOORS DOOR HARDWARE: #3 8 HINGES HAGER BB 1279 4 1/2 X 4 1/2 - 260 127-A 2 5' - 0" 7- O" 0'- 1 3/4" PLASTIG LAMINATE GLAD COMPOSITE LUMBER GORE H.M., PTD. 5A5.1 7A8.1 - 5 INTERIOR FLUSH PANEL DOOR EXTERIOR HALL DOOR 2 PASSAGE LEVER LOGK HAGER 54104WTN-260 125-A 2 3' - 0" 7- 0" 0'- 1 3/4" PLASTIG LAMINATE GLAD COMPOSITE LUMBER GORE H.M., PTD. 8A5.1 7A5.1 - 5 INTERIOR FLUSH PANEL DOOR 5 HINGES HAGER BB 11g1NRP 4 1/2 X 4 1/2 - 32D 1 EXIT LEVER TRIM HAGER 45GE - WTN - 260 1 RIM EXIT DEVICE HAGER 4501 - RIM - 2604 2 CLOSER HAGER 5100 - SNB - ALUM 8 SILENGERS HAGER 507D GRAY ARMOR PLATE, HAGER, 1905 30X/1N, 30X34, 320 (ONE EA. SIDE) 129-A 2 3' - O" 7' - O" 0'- 1 3/4" PLASTIG LAMINATE GLAD COMPOSITE LUMBER GORE H.M., PTD. 5A8.1 7A5.1 - 16 INTERIOR FLUSH PANEL DOOR PROVIDE SMOKE SEAL - 45MIN. FIRE RATED DOOR 130-A 5 4'- O" 7- O" 01-01, -- 4A8.1 3A8.1 - - GYP. BD. WRAPPED OPENING W/ CORNER GUARDS 131-A 2 5' -01, 7' - O" 0' - 1 5/4" PLASTIG LAMINATE GLAD GOMPOSITE LUMBER GORE H.M., PTD. &A5.1 7A&.1 - I 8 JINTERIOR FLUSH PANEL DOOR WITH VENT 1 WEATHER SEAL (PROVIDE GOMPLETE SEAL - NO LIGHT GAP) 2 KIGK)OWN DOOR HOLDER HAGER 2706 132-A 2 5-01, IT - 0" 0'- 1 3/4" H.M. IN5UL., PTD. H.M., PTD. - - 1Ab.1 2 IEXTERioR GALVANIZED METAL FLUSH PANEL DOOR, INSULATED 1 ALUMINUM THRESHOLD (FLAT) 2 FLUSH BOLTS HAGER 2820 - 260 1 CLOSER HAGER 5100 - SNB - ALUM 2 HAGER FLOOR STOP 241F - 26D 132-B 2 3' - O" 7- O" 0'- 1 3/4" PLASTIG LAMINATE GLAD GOMPOSITE LUMBER GORE H.M., PTD. 8Ab.1 7A5.1 - 20 1 INTERIOR FLUSH PANEL DOOR PROVIDE SMOKE SEAL 2 2" PEEP VIEWER. ORDER FROM W^^.PEEPHOLESEGURITY.GOM- PRO)UGT #60M132 ONE TO BE INSTALLED 45" FROM FINISH FLOOR (ADA COMPLIANT) S ONE TO BE 56" TO 64" (TYPICAL HEIGHT RANGE) (ONLY PROVIDE 2 TOTAL FOR DOUBLE DOORS) 1 ARMOR PLATE, HAGER, 1g0S 3OX^, 30X34, 320 (INTERIOR SIDE) "*NOTE: NO CENTER STILE DOOR HARDWARE: #14 OFFICE DOOR 3 HINGES HAGER BB 127q 4 1/2 X 4 1/2 - 26D 133-A 3 (PR) &'- O" &-0.. 0' - 1 3/4" PLASTIG LAMINATE GLAD GOMPOSITE LUMBER GORE H.M., PTD. 5A5.1 1-7Ab.1 - 19 INTERIOR FLUSH PANEL DOOR WITH VIEW WINDOW; PROVIDE SMOKE SEAL 134-A 3 5' - 0" 7- O" O' - 1 5/4" IFLASTIG LAMINATE GLAD GOMPOSITE LUMBER GORE H.M., PTD. 5A5.1 7A5.1 - 10 INTERIOR FLUSH PANEL DOOR WITH VIEW ^INDOW 134-B 3 3' - 0" 7' - O" 0' - 1 3/4" PLASTIG LAMINATE GLAD GOMPOSITE LUMBER GORE H.M., PTD. 5A5.1 7A5.1 - 10 INTERIOR FLUSH PANEL DOOR WITH VIEW WINDOW 135-A � 513- - O" 17 - 0'' O' - 1 3/4" PLASTIG LAMINATE GLAD GOMPOSITE LUMBER GORE H.M., PTD. I 8A8.1 7A8.1 I - 14 INTERIOR FLUSH PANEL DOOR WITH VIEW WINDOW 1 KIGKDO^N DOOR HOLDER HAGER 270G 1 ENTRY LEVER LOGK HAGER 3453 - WTN - 26D 1 DOOR SWEEP HAGER 5 -72S\/ -MIL 3 SILENGERS HAGER 307D GRAY 2 KIGKPLATES HAGER 1g0S 24 X 34, 320 (ONE EA. SIDE) DOOR HARDWARE: #4 1 HAGER WALL STOP 234 W - 260 DONOR RESTROOM DOOR 3 HINGES HAGER BB 11g1NRP 4 1/2 X 4 1/2 - 32D DOOR HARDWARE: #15 i RE: SGHED. RE: SGHED. RE: SGHED. RE: SGHED. 2 PUSH PLATE ON EXTERIOR / PULL BAR ON INTERIOR NOT USED �� \ ` ` ` 1 GLOSER HAGER 5100 - SNB - ALUM 2 KICKPLATLS HAGER 1805 24 X 34, 320 (ONE EA. SIDE) 5 SILENGERS HAGER 307D GRAY 1 HAGER WALL STOP 234 W - 260 DOOR HARDWARE: #5 EMPLOYEE RESTROOM DOOR 3 HINGES HAGER B8 1279 4 1/2 X 4 1/2 - 260 2 KIGKPLATES HAGER 1905 24 X 34, 320 (ONE EA. SIDE) 2 PUSH PLATE ON EXTERIOR / PULL BAR ON INTERIOR 1 GLOSER HAGER 5100 - SNB - ALUM 1 SINGLE GYLIN)ER DEADBOLT LOCK (INTERIOR) HAGER 3215-260 1 GOAT HOOK - MOUNTED AT 45" A.F.F. 1 HAGER WALL STOP 234 %l - 260 DOOR HARDWARE: #6 REGEPTION DOORS (ELIASON GATE): 1 BOTTOM PIN ASSEMBLY (150-118) DOOR HARDWARE: #16 JANITOR DOOR 5 HINGES HAGER BB 1279 4 1/2 X 4 1/2 - 260 1 STOREROOM LEVER HAGER 3480 - WTN - 260 5 SILENGERS HAGER 3070 GRAYVIEW 1 GLOSER HAGER 5100 - SNB - ALUM 2 ARMOR PLATE, HAGER, 1805 5OXW, 30X34, 32D (ONE EA. SIDE) 1 KICKDOWN DOOR HOLDER HAGER 2706 1 SMOKE SEAL HAGER 726 BROWNv 1 HAGER WALL STOP 254 W -.26D DOOR HARDWARE: #17I EQUIP. REPAIR DOOR 3 HINGES HAGER BB 127q 4 1/2 X 4 1/2 - 260 1 PASSAGE LEVER LOCK HAGER 3410-WTN-260 3 SILENGERS HAGER 307D GRAY 1 CLOSER HAGER 5100 - SNB - ALUM Q w = U � -� OT Q w T-,' w � i i i ------- -------- i --T---�- -�MANUFAGTURER RE: SCHEDULE FOR TYPE c0 Q �v w z -�- ui VENT RE: (Y i SCHEDULE FOR xx 4 LOCATIONS cn INSTALLED WINDOW MATCH DOOR LAMINATE FINISH COLOR. METAL FRAME 15 NOT APPROVED FLUSH PANEL DOOR TYP. TO -� Q = LU RE: SGHED. OPEN w CORNER GUARDS. - TOP AT PL -1 ui m 51" AFF �t F•F•E• 1 TOP PIN ASSEMBLY (150-47) 2 ARMOR PLATE, HAGER, 1g0S 50X^, 30X54, 320 (ONE EA. SIDE) 1 HAGER WALL STOP 254 W - 2&D *� NOTE: REFER TO ELIASONGORP.COM FOR ADDITIONAL REQUIRED 1 KIGKDO^N DOOR HOLDER HAGER 2706 1 HAGER WALL STOP 234 W- 260 ,y L, ✓✓_ DOOR / MOUNTING HARDWARE. DOOR HARDWARE: #15 DOOR HARDWARE: #7 DONOR FLOOR STOREFRONT SINGLE DOOR (INT.) EXAM ROOM DOOR 3 STORE FRONT DOOR HINGES 3 HINGES HAGER BB 127q 4 1/2 X 4 1/2 - 26D 1 PUSH BAR (ON DONOR FLOOR 114 SIDE) (EXIT ONLY, NO ENTRY) 1 PASSAGE LEVER LOCK HAGER 3410-WTN-260 1 CLOSER HAGER 5100 - SNB - ALUM 3 SILENGERS HAGER 3070 GRAY *" NOTE: EXIT ONLY THIS DOOR 1 CLOSER HAGER 5100 - SNB - ALUM 2 KIGKPLATES HAGER 1gOS 24 X 34, 52D (ONE EA. SIDE) DOOR HARDWARE: #1q 1 KIGK00^N DOOR HOLDER HAGER 2706 STERILE SUPPLIES / SHIPPING DOUBLE DOORS 1 HAGER WALL STOP 234 W - 26D a HINGES HAGER BB 127q 4 1/2 X 4 1/2 - 260 2 ENTRY LEVER LOCK HAGER 3453 - WTN - 260 DOOR HARDWARE: #5 2 CLOSER HAGER 5100 - SNB - ALUM ELEGTRIGAL DOOR 8 SILENGERS HAGER 507D GRAY 3 HINGES HAGER BB 1279 4 1/2 X 4 1/2 X 260 4 ARMOR PLATE, HAGER, 1905 SOXW, 50X54, 32D (ONE EA. SIDE) 1 SGHLAGE "D" SERIES "RHODES" STORAGE ROOM LOCK ^ITH 626 2 KIGKDOWN DOOR HOLDER HAGER 270G p FINISH 2 FLUSH BOLTS HAGER 282) - 26D 1 1 GLOSER HAGER 5100 - SNB - ALUM 1 SMOKE SEAL HAGER 726 BROWN 5 SILENGERS HAGER 307D GRAY 2 HAGER FLOOR STOP 241F - 260 2 ARMOR PLATE, HAGER, 1945 30X34, 52D (ONE EA. SIDE) "NOTE: NO CENTER STILE 1 HAGER 2706 KIGK)OWN DOOR HOLDER 1 VENT DOOR HARDWARE: #20 1 HAGER WALL STOP 254 W - 260 BIO -WASTE (INT.) DOOR 5 HINGES HAGER BB 127q 4 1/2 X 4 1/2 - 26D DOOR HARDWARE: #q 1 ENTRY LEVER LOGIC HAGER 5455 - WTN - 260 CLOSET DOORS 5 SILENGERS HAGER 5070 GRAY OT TEMPERED GLASS 3 HINGES HAGER BB 1279 4 1/2 X 4 1/2 - 260 1 GLOSER HAGER 5100 - SNB - ALUM 1ENTRY LEVER LOCK HAGER 3453 - WTN - 260 2 ARMOR PLATE, HAGER, 1 q4 50X34, 52D (ONE EA. SIDE) 3 SILENGERS HAGER 3070 GRAY 2 ARMOR PLATE, HAGER, 1 q4 30X54, 32D (ONE EA. SIDE) 1 SMOKE SEAL HAGER 726 BRO^N 1 KIGK)OWN DOOR HOLDER HAGER 270G 1 HAGER WALL STOP 234 W - 260 DOOR ELEVATIONS 3/8" = 1'-0" ROOM SIONAOE SGHE1DULE OENERAL DOOR NOTES REMARKS A. ALL INTERIOR DOORS SHALL BE PLASTIG LAMINATE GLAD COMPOSITE LUMBER DOOR COPY FONT / GRAPHIGSRADIUS 1/2" CORNERS ALL SIGNS VINYL FOAM TAPE FOR MOUNTING ALL SIGNS 5/8" RAISED BOARDERS ALL SIGNS BEST MANUFACTURING GRAPH BLAST 'MP' -COLORS: BLAGK BAGKGROUND / W LETTERS GORE DOORS. . BALL EXTERIOR H.M. DOORS 8 FRAMES SHALL BE EXTERIOR GRADE, 16 GAUGE GALVANIZED, d PAINTED. G. GONTRAGTOR SHALL PROVIDE BREAK METAL ENIDGAP ENGLOSURE AT ALL INTERIOR WALL/ STOREFRONT CONDITIONS. D. ALL WINDOWS WITHIN 24" OR LESS OF ANY DOOR WITHIN SAME OR ADJACENT WALL WILL REQUIRE TEMPERED SAFETY GLASS.HITE E. PROVIDE FIRE RATED HARDWARE INCLUDING CLOSER TO ALL FIRE RATED DOORS. 101-A, 117-A, 117-B, 123-A, 125-8 EXIT 5/8" STANDARD MEDIUM / BRAILLE DOTS / HC3000 102-A, 128-A WOMENS 5/5" STANDARD MEDIUM / HG $ FEMALE INTERNATIONAL SYMBOL / BRAILLE DOTS / HG300A 103-A, 127-A MENS 5/5" STANDARD MEDIUM / HC 8 MALE INTERNATIONAL SYMBOLS / BRAILLE DOTS / HC300A F. ALL NEW INTERIOR $ EXTERIOR GLASS DOORS SHALL BE MEDIUM STILE OR WIDE STILE DOORS. G. KEYING: PROVIDE OWNER WITH A MASTER KEY FOR ALL LOGKS. (10 GOPIES) FIRE EXTINOUISHER $ GABINET LARSEN ARGHITEGTURAL MODEL AL -240q -6R, SEMI REGESSED. VERTICAL DUO DOOR WITH LARSEN-LOG $ VERTIGAL ENGRAVE LETTERING IN RED. LARSEN FIRE EXTINGUISHER MODEL MP -10. FIRE EXTINGUISHER HANDLE WHILE IN PLAGE IN FEC SHALL BE NO GREATER THAN 54" A.F.F. a SHALL MEET ALL APPLIGASLe LOGAL CODES. (IF APPLIGABLE IN PROJEGT, FIRE RATED GASINET IN FIRE RATED WALLS MODEL SHALL BE AL -175240q -R4, SEMI REGESSED) z 0 0 LL H 0 W v 0- o U cv } J m r r N IY Q z w O �w � ~� va o 0 Q co aw CD r o <L LU Q z LL, Q �n x _0LO� zCi � �� cv o Lu � v CO wv LLJ U N Ll Q � r M .J CV NZ W � = 00 Cu C) 0" o M °•. A F _ D PRG %-IILLIA?4 J. AGKA_, AIA Regisira*ion 9: AR93341 GOf YRIGHT© 201-1 A -KA_ ARGHITEGT5. Tnis document is cne property of Aokal Architects, APG Tnis Document ma, NOT ce copied, reproduced or uaed witnour me written consent from Ackal Arcniiecca, AhG. Project Number: 18-014 Date: q/15/201 b Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: DOOR SCHEDULE Sheet No. X5.3 17 of 5G 4 t t 0 LL H W v W � } m r r N IY W OL LL �w � ~� o 0 0 aw LU mQ o LU LL, zCi � �� ks) °•. A F _ D PRG %-IILLIA?4 J. AGKA_, AIA Regisira*ion 9: AR93341 GOf YRIGHT© 201-1 A -KA_ ARGHITEGT5. Tnis document is cne property of Aokal Architects, APG Tnis Document ma, NOT ce copied, reproduced or uaed witnour me written consent from Ackal Arcniiecca, AhG. Project Number: 18-014 Date: q/15/201 b Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: DOOR SCHEDULE Sheet No. X5.3 17 of 5G 4 t t z u) O A N E:)0^ SGH CDU LE �� °•. 33 1 i° L LL- ALL IAM J. Ar-KAL, AIA FRAME H V- SILL/ 7 - W v T'ni5 Document ma, NOT oe copied, reproduced or used mitncut tie written MARK TYPE WIDTH HEIGHT MATERIAL GLAZING HEAD JAMB THRESHOLD DESCRIPTION � Project Architect: B.A. } 0 if 1 Drawn By: G.L. m r O U Revised: m U WINDOW 5GHEDULE LL Sheet No. 101 -AA 2 4'- 11'' 5-6.. ALUMINUM 1/4'' GLEAR 12A5.1 RE: ELEV gA5.1 INTERIOR WINDOW SYSTEM Q v 101 -BB 2 4'- 11'' 5-6.. ALUMINUM 1/4" GLEAR 12A5.1 RE: ELEV gA8.1 INTERIOR WINDOW SYSTEM Q� 114 -AA 3 6' - O" 3' - 6" ALUMINUM 1/4" GLEAR cf) 12A5.1 RE: ELEV gA8.1 INTERIOR WINDOW SYSTEM Lu LL - 115 -AA 4 q'- O" 3' - 6" ALUMINUM 1/4" CLEAR c� 12A5.1 RE: ELEV ciA5,1 INTERIOR WINDOW SYSTEM LL 115 -BB 3 6' - O" 3' - 6" ALUMINUM 1/4" CLEAR Q 12A8.1 RE: ELEV gA5.1 INTERIOR WINDOW SYSTEM 116 -AA 3 6' - O" 3' - 6" ALUMINUM 1/4" CLEAR x 12A5.1 RE: ELEV gA5.1 INTERIOR WINDOW SYSTEM 116-55 4 g' - O" 3' - 6" ALUMINUM 1/4" GLEAR 12A5.1 RE: ELEV -IA5.1 INTERIOR WINDOW SYSTEM E 11g -AA 1 15 - 2" 3' - O" ALUMINUM 1/4" CLEAR F-- � RE: ELEV RE: ELEV RE: ELEV INTERIOR WINDOW SYSTEM W/INTEORAL SLIDING 5ERVIGE WINDOW W n (ti/) O N FINISHED 15'- 2" FRAME END RE: SGHED U -J U s_ - AT EXP05EiD _cu C\j CV Ri Ne 5- 2" 3' - O" 5.-0.. SIDE OF Ea EQ W 1 O - WINDOW @ c6 101 -AA ONLY 12 A8.1 11 2 �— a r A8.1 10 Q 8 - A6.1 A8.1 Lu 1 2 0 10 11 Ab.1 A8.1 A8.1 61[Li HORIZONTAL SLIDING A81 OLA55 PANELS -- --------------- -- — ------------------ -----------------A8.1 All I O BOTTOM FRAME REGE55ED O v INTO COUNTER, RE: 1 MILLWORK DETAIL _ 1 2 RE: 5GHED RE: SGHED Ea EQ EQ EQ EQ Q I Q eAl A8.1 A8.1 A8.1 f PROVIDE PRO\/IDE BLINDS AT BLINDS AT INTERIOR SIDE INTERIOR 51DE OF WINDOW OF WINDOW T 4 0__WLINDOYNN ILI\V TIONS 3/8" = 1'-0" GENERAL ^ I N E;)0^ NOTES A. ALL WINDOWS WITHIN 24" OR LE55 OF ANY DOOR WITHIN SAME OR ADJAGENT WALL WILL REQUIRE TEMPERED SAFETY OLAS5. UNLE55 OTHERWISE NOTED. B. GONTRAGTOR SHALL PROVIDE BREAK METAL ENDGAP ENCLOSURE AT ALL INTERIOR bNALL/ALUMINUM FRAMING GONDITION5 AS APPLIGABLE G. PROVIDE BLINDS ON INTERIOR OF OFFICE WINDOWS - RE:A5.1 z u) O �� °•. 33 1 i° L LL- ALL IAM J. Ar-KAL, AIA H V- COPYRIGHT© 201-1 AOiGAL ARGHITEOT5. 7 - W v T'ni5 Document ma, NOT oe copied, reproduced or used mitncut tie written 0 Project Number: 15-014 0- � Project Architect: B.A. } 0 if 1 Drawn By: G.L. m r O U Revised: m U WINDOW 5GHEDULE LL Sheet No. A504 Q v Lu 0 0 Q� UD mQo cf) LLI Lu LL - 0 OCD c� LL r) o Q z <t x E GV W � O F-- � C? W n (ti/) O N Q co U -J U s_ _cu C\j CV Ri Ne Lu LL.1 W 1 O Q 00 _ co c6 to SOF°F�0 �� °•. 33 1 i° L LL- ALL IAM J. Ar-KAL, AIA H V- COPYRIGHT© 201-1 AOiGAL ARGHITEOT5. 7 - W v T'ni5 Document ma, NOT oe copied, reproduced or used mitncut tie written consent From.Acka. Arcnitect5, APG. Project Number: 15-014 Date: g/13/2015 � Project Architect: B.A. } 0 if 1 Drawn By: G.L. m r File Name: SANFORI7 ILS Luluz Revised: m CL WINDOW 5GHEDULE LL Sheet No. A504 H v 0 Q� Lu mQo LLI Lu LL SOF°F�0 �� °•. 33 1 i° sT.°.,.°..4• .... F/�ASG ALL IAM J. Ar-KAL, AIA Registration x; AR93541 COPYRIGHT© 201-1 AOiGAL ARGHITEOT5. TnnS coOurnent 15 the grope rt'y OF Acka: Arcml 't Cl5, APG T'ni5 Document ma, NOT oe copied, reproduced or used mitncut tie written consent From.Acka. Arcnitect5, APG. Project Number: 15-014 Date: g/13/2015 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORI7 Revised: Sheet Name: WINDOW 5GHEDULE Sheet No. A504 18 of 5q 4 I i ADJAGENT TENANT TENANT SPADE NO WORK IN THIS AREA EXISTING FRONT ELEVATION 3/16" = V -O" TENANT SPAGE i ADJACENT TENANT NO WORK IN I THIS AREA I I II EXISTING BAGK ELEVATION 3/16" = V -O" EXISTING R16HT SIDE ELEVATION 3/16" = V -O" L/\ I LLL Y T-\ I 1k.0411 14 ISL 1 1 1L/ I LL H <t 7 - DEMO EXISTING DOORS, WINDOW, a FRAME & INFILL TO MATCH EXISTING w-A Lu -A i CD I u DEMO AREA FOR NEW DOOR m LL � ~ DEMO EXISTING DOOR a FRAME THEN INFILL TO MATCH EXISTING WALL 0 U 0 %J c3 I I 4 DEMO EXISTING AWNING QO Lu L51 -- — —— z w ❑6 V"11 I Fr"11 Lu O LL er i i I I u r — — - I F — — — � N CO. Il,i�ll il,i�ll I O j co o II I ` II IK 4� I 'll I I I I I I I I I I I �I I 4 I q SII LL J L JJ I I JL �? x I I 0 9 3 4 5 9 3 N O W U 6 EXISTING BAGK ELEVATION 3/16" = V -O" EXISTING R16HT SIDE ELEVATION 3/16" = V -O" GENERAL ELEVATION NOTES: A. EXTERIOR WORK TO BE DONE BY GENERAL GONTRAGTOR: • CONTRACTOR SHALL REPAIR a/ OR REPLAGE DAMAGED MISSING EXTERIOR FINISHES & MOLDINGS THE ENTIRE BUILDING. GLEAN THE ENTIRE EXTERIOR AFTER ALL REPAIRS. • PATCH ALL OPENINGS & GRAGKS IN THE EXISTING WALL ASSEMBLY TO SEAL ALL PENETRATIONS, TYP. • GONTRAGTOR TO PRESSURE WASH $ GLEAN THE ENTIRE EXTERIOR OF TENANT SPAGE d PREPARE AREA FOR PAINTING. B. APPLY THE FOLLOWING TO ENTIRE EXTERIOR OF TENANT SPACE (WALLS INDIGATED ON PLAN): • BASE GOAT: SHERWIN WILLIAMS HEAVY DUTY BLOGK FILLER (S -W PREP RITE BLOGK FILLER B42^46 • TOP GOAT: SHERWIN WILLIAMS ELATION PAINT (S -W GONFLEX XL SMOOTH ELASTOMERIG HIGH BUILD GOATING A5-400 SERIES. COLOR TO BE SELEGTED BY ARGHITEGT $ VERIFIED BY TENANT. G. G.G. TO FIELD VERIFY EXISTING LOGATION OF DOWNSPOUTS 8 PLAN TO REROUTE IF GONFLIGTING WITH RENOVATION PLAN. NOTIFY ARGHITEGT OF ANY ISSUES. GONTRAGTOR TO INSPEGT THE EXISTING CONDITION OF GUTTERS/ DOWNSPOUTS a REPAIR/REPLACE AS NEGESSARY WHERE DAMAGED OR IN DISREPAIR D. G.G. TO GUT EXISTING DOWNSPOUTS AS REQUIRED AT NEW LANDING AND RAMP L/\ I LLL Y T-\ I 1k.0411 14 ISL 1 1 1L/ I LL H <t 7 - DEMO EXISTING DOORS, WINDOW, a FRAME & INFILL TO MATCH EXISTING w-A Lu -A i CD m u DEMO AREA FOR NEW DOOR m LL � ~ DEMO EXISTING DOOR a FRAME THEN INFILL TO MATCH EXISTING WALL 0 U 0 %J c3 4 DEMO EXISTING AWNING QO Lu L51 DEMO EXISTING ELEGTRIGAL SERVIGE z w ❑6 DEMO EXISING WINDOW & FRAME THEN INFILL TO MATCH EXISTING 0 — Lu O LL er u DEMO EXISTING EXTERIOR LIGHTS N CO. SAW GUT PORTION OF EXISTING GONGRETE FOR NEW ADA LANDING AT O co o OPENING. n o DEMO EXISTING LANDING AND PATGH. Lq �? x 0 N O W U � i W Cp UQ U- J CO W U Qi ry� � 0 --J N W CL U Q (CS _ COC U i � Q a" GENERAL ELEVATION NOTES: A. EXTERIOR WORK TO BE DONE BY GENERAL GONTRAGTOR: • CONTRACTOR SHALL REPAIR a/ OR REPLAGE DAMAGED MISSING EXTERIOR FINISHES & MOLDINGS THE ENTIRE BUILDING. GLEAN THE ENTIRE EXTERIOR AFTER ALL REPAIRS. • PATCH ALL OPENINGS & GRAGKS IN THE EXISTING WALL ASSEMBLY TO SEAL ALL PENETRATIONS, TYP. • GONTRAGTOR TO PRESSURE WASH $ GLEAN THE ENTIRE EXTERIOR OF TENANT SPAGE d PREPARE AREA FOR PAINTING. B. APPLY THE FOLLOWING TO ENTIRE EXTERIOR OF TENANT SPACE (WALLS INDIGATED ON PLAN): • BASE GOAT: SHERWIN WILLIAMS HEAVY DUTY BLOGK FILLER (S -W PREP RITE BLOGK FILLER B42^46 • TOP GOAT: SHERWIN WILLIAMS ELATION PAINT (S -W GONFLEX XL SMOOTH ELASTOMERIG HIGH BUILD GOATING A5-400 SERIES. COLOR TO BE SELEGTED BY ARGHITEGT $ VERIFIED BY TENANT. G. G.G. TO FIELD VERIFY EXISTING LOGATION OF DOWNSPOUTS 8 PLAN TO REROUTE IF GONFLIGTING WITH RENOVATION PLAN. NOTIFY ARGHITEGT OF ANY ISSUES. GONTRAGTOR TO INSPEGT THE EXISTING CONDITION OF GUTTERS/ DOWNSPOUTS a REPAIR/REPLACE AS NEGESSARY WHERE DAMAGED OR IN DISREPAIR D. G.G. TO GUT EXISTING DOWNSPOUTS AS REQUIRED AT NEW LANDING AND RAMP --I rOF F tee: ���•. R93311, v NI_L IA`' ;. AGKA'_, AIA Reg:s.1a:on A7,g3341 GOPYRIOHTOc 2017 AGKA_ ARGHIT=GTS. Tnis 1,0cumen; is ;'ne o-cce-c, o= Acka Aro'nicec-s. APG Tnls DooamenS mai NOT o reoroauced or urea w'sncazP:ne .urL[en coasenc r'rom Ac.,a', Arcoicec[5, ASG. Project Number: 15-014 Date: 9/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name. EXTERIOR ELEVATIONS Sheet No. A&I 1 q of 5q -min t t LL H 7 - w-A Lu -A i m � w m LL � ~ W � < 0 %J Lu � QO Lu Lu Lu O LL — N Ul --I rOF F tee: ���•. R93311, v NI_L IA`' ;. AGKA'_, AIA Reg:s.1a:on A7,g3341 GOPYRIOHTOc 2017 AGKA_ ARGHIT=GTS. Tnis 1,0cumen; is ;'ne o-cce-c, o= Acka Aro'nicec-s. APG Tnls DooamenS mai NOT o reoroauced or urea w'sncazP:ne .urL[en coasenc r'rom Ac.,a', Arcoicec[5, ASG. Project Number: 15-014 Date: 9/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name. EXTERIOR ELEVATIONS Sheet No. A&I 1 q of 5q -min t t € ' ADJAGENT TENANT I TENANT SPAG ► NO NORK IN THIS AREA i 1 EXT. ELEVATION I<E* *(NOTES I 4 1 NEW SIGNAGE SHALL BE PROVIDED 4 INSTALLED BY TENANT. GG TO PROVIDE " REQUIRED BLOCKING, ELEGTRIGAL AT SIGNAGE LOCATION PER ELEGTRIGAL PLANS. (VERIFY FINAL SIGNAGE LOGATION, ELEGTRIGAL REQUIREMENTS, INSTALLATION SGHEDULE W/ TENANT.) I 2 NEW DOORS RE:SGHEDULE NEW BIKE RAGIG RE:13/A5.1 4 NEW EXTERIOR PAINT SW7017 DORIAN GRAY k \R i g 5 NEW EXTERIOR PAINT SW7019 GUNTLET GRAY ,,_ =w.; I 16NEW EXTERIOR PAINT SW7014 EIDER WHITE 11 -110 2 3 �� 5 FROFOSED FRONT ELEVATION 7 1 NEW ADA LEVEL GONGRETE LANDING / 1 1/5" = 1'-0" 5 N W 5' X 7 AWNING E 9 NEW 5'X 11' AWNING TENANT SPADE o ADJAGENT TENANT -0- f NO WORK IN THIS AREA 10 NEW ADA GONGRETE RAMP I I '--[4 1S i 11 INFILL TO MATCH EXISTING I 4❑ 5 11 12 14 8 7 9 2 11 11 PROPOSED BAGK ELEVATION 1/5" = 1'-0" 'A `—L4] 11 5 4 PROPOSED RIGHT SIDE ELEVATION € ' ADJACENT TENANT o TENANT SPAGE- NO NORr- IN THIS AREA I I I I _c No� 3 3 I i _ e _ :k d k .i , .. .,.� ... g ..� nQ g k I � € i � t - _> r._ E J F { € r 35 � € i 1'd � � v nd /71 RIAV FIA / 1.' v �" 'B .:' , �"� � 0 2 �, �� �, v. ..tisk Y/ y d&��:'.'.. :.end °d�� �°••r�s: eH?G, ' I € �FROFOSED FRONT ELEVATION COLOR ELEVATION COLOR = 1'-0" 12 NEW HANDRAILS ON BOTH SIDES OF RAMP 13 NEW EXTERIOR LIGHTING 14 NEW 5'X 5AWNING z � D O O O LL Q E= s I I I I I D CJ W v o U v i O t@§r�aNU J. m r CA (Y W m z W Q � W C/:) cry 0 O z cc CK: LO w Q� CD - I x m 0 J cv a U-1 LQ LU 00 (1). UQ Q W C? L Q I..L., CD 0 � u.a n x < co SCS = C 'U , Q M SY1 I 4❑ 5 11 12 14 8 7 9 2 11 11 PROPOSED BAGK ELEVATION 1/5" = 1'-0" 'A `—L4] 11 5 4 PROPOSED RIGHT SIDE ELEVATION € ' ADJACENT TENANT o TENANT SPAGE- NO NORr- IN THIS AREA I I I I _c No� 3 3 I i _ e _ :k d k .i , .. .,.� ... g ..� nQ g k I � € i � t - _> r._ E J F { € r 35 � € i 1'd � � v nd /71 RIAV FIA / 1.' v �" 'B .:' , �"� � 0 2 �, �� �, v. ..tisk Y/ y d&��:'.'.. :.end °d�� �°••r�s: eH?G, ' I € �FROFOSED FRONT ELEVATION COLOR ELEVATION COLOR = 1'-0" 12 NEW HANDRAILS ON BOTH SIDES OF RAMP 13 NEW EXTERIOR LIGHTING 14 NEW 5'X 5AWNING z � � O LL Q H CJ W v o U v i O lSi J. m r CA (Y W m z W Q � W C/:) cry 0 O z cc CK: LO w Q� CD Q x m 0 J cv a U-1 LQ LU 00 (1). UQ Q W C? L Q I..L., CD 0 � u.a n x < co SCS = C 'U , Q M SY1 3 —k— ��'•. AR9334 NI_IAM J. AGK,4_, AIA Regi Stration AR95-47 00PYRI6HT© 201-7 A–KA– ARGHIT=GT5. Tnis document I5 the property of Ackal Arcnice&t , AFC Tnis i7o6ument ma; NOT to copied, reproduced or used without the written consent from Ackal Arcniw&5, A,�G. Project Number: 15-014 Date: 9/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: F R Revised: AADD# 1 9/27/18 Sheet Name: PROPOSED ELEVATIONS Sheet No. A(o*2R 20 of Sq LL H W v W� i O lSi m r CA (Y W m LL � W 0 � z m o0 w Q� 3 —k— ��'•. AR9334 NI_IAM J. AGK,4_, AIA Regi Stration AR95-47 00PYRI6HT© 201-7 A–KA– ARGHIT=GT5. Tnis document I5 the property of Ackal Arcnice&t , AFC Tnis i7o6ument ma; NOT to copied, reproduced or used without the written consent from Ackal Arcniw&5, A,�G. Project Number: 15-014 Date: 9/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: F R Revised: AADD# 1 9/27/18 Sheet Name: PROPOSED ELEVATIONS Sheet No. A(o*2R 20 of Sq I I I BILCO LADDER UP SAFETY POST t•: NEOPRENE GASKET ; I% i! GASKET (ALL AROUND \ INSIDE 3 OUTSIDE % COVER) HANDLES KITH PADLOCK \ I '• � / / HASPS ; SEE PARTITION SLAM LATCH h- - - — BILILO SAFETYif / SEE PARTITION TYPES 1 "1 TYPES j • SEE PARTITION I' COVER - - GOVER LINER If _ _ ARM GUIDE BRACKET 1' THICK FIBERGLASS COVER - BILGLIP FLASHING 5/B "GYP. BD., - TYPES 5/�" GYP. BD., TYPE X INSULATION '! �, •I / '' / t SYSTEM FRAME W/ �� i� GAPFLASHING TYPE X P. B (CORNERS FULL ,(CODED)&".20 ; 5/B" GY D. DOUBLE 6" 20 GA. BOXED _ DOUBLE 6" 20 TYPE X RED VINYL GRIP HOLD OPEN ARM - - - - - - - - - - - - GA. BOXED SGTJARF PULL UP HEADER I•:._ HEADER TUBING LOOP DOUBLE 6" 20 LL PINTLE HINGE ° - {{ w TU3 5/8" 20 GA. CHANNEL, 1/2"� - ) `-�•1_ _ o TOP 4 BOTTOM_ r I I _' � i � W � • ., GA. BOXED x 4 HEADER RIGID INSULATION a j°(j�lyl ALL BOARD'J MOLDS CK i ';I r,`• Z � 1 W� -- - LIFTING LOSTRIKE 3 �+ v MEGHANISM %V/ PADLOCK HASP L 0 m ;"LF i _ } 5 5/5" 20 GA. _ H -t— I RE!NF. COMPOSITE � I z `n � •'� �•' , � / , ; TUBES a v I r.', CHANNEL, TOP & _� GOMPREss1oN -- F I' BOTTOM SAFETY POST, SEE q CONTINUOUS PERIMETER m ,; ,.. CHANNEL, TOP & DETAIL sPRINGs v I I SEALANT BEAD BOTTOM SQUARE TUBING 3'/ I +p K - I I I H�� I I BALANCING `l ID LU I 4" FRP FINISH ABOVE ! —� ----- SPRING --� WALL BOARD CEILING AT INTERIOR OF lam! p m `t �i SCHEDULED WINDOW FRAME ROOF HATCH I GORNER MOLDS O 1 d (-LAMP BRAGKET YV v S.S. MOUNTINC, BOLrs (51b -I&X2"-16xz�) i "— SCHEDULED DOOR 5/5" GYP. B., IQ — � FRAME TYPE -X m ¢ M�NTNr, X O INT. STOREFRONT HEAD DETAIL INT. DOOR HEAD DETAIL GYP. BD. OPENING HEAD DETAIL v CHANNEL LL O $ C) ---X- LL - - LOGK UP _ BRAGKET ° \� -<- t = O - RELEASE ROD %V/ VINYL o n LIFT HANDLE _.... r w — -- GLAMP BRACKET MAY BE REVISED TO AGGOMMODATE RUNG SIZES OF >- IY ----- " " / 54" TO 1 1/4 W/ STANDARD 2BOLTS FURNI5HED. LARGER RUNGS I � O NOTE: ROOF HATCH, SAFETY / i �• REQUIRE LONGER BOLTS. w o LADDER, POST 3 RAILNGS ' > ,L SHALL BE PER GODS 3 TO BE •i APPROVED OR EQUAL SEE PARTITION TYPES ,� -s f• m ALAE "OLA MODEL ER 560 FIXED : — OVERALL i/ SEE PARTITION - SEE PARTITION -�— 71 5/8' GYP. BD. TYPE X TYPES TYPES I I ; in O I � I i 1 q ! Q 1 -- 1 1 1 1 GO NE GUARDS _ 3 ° I i — - RE: FINISH MATERIAL BILGLIP FLASHING SYSTEM - SELECTION -i � FRAME OPENING LENGTH �, OPTIONAL MOUNTING T BILGO TYPE -E SCHEDULE DOOR ROOF HATGH FRAME SIDE VIEYN FRONT VIEW PLAN VIE?N TYP X ROOF HATCH $ LADDER DETAILS�� INT. STOREFRONT JAMB DETAIL INT. DOOR JAMB DETAIL 3 GYP. SD. OFENINO JAMS DETAIL 1'-O" 5" = 1'-0" 5" = 1'-0.. NL -1 EXTRUDED ALUM. GHANNEL LADDER RAIL SEGURITY DOOR 1/8" FORMED ALUM. SIDE/END PANEL ALLOY 6063-T5 (TOP VIEW) 1/4" X 3/4" S.S. H.H.M.B. W/NUT & LOGK WASHER 3/16" X 1 5/8" X 4 1/2" 2" LONG ALUM. ANGLE HEAVY DUTY ALUM. EXTRUDED TUBULAR RAILS 1 100" STANDARD FLOOR cv 1 0 BRACKET PIANO HINGE 1/4" X 5/4" S.S. H.H.M.B. 1 1/4" SQUARE ALUM. EXTRUDED SERRATED RUNG WITH NUT 8 L.W.I I I I I I I r �I I I FLOOR %� 1/8" THICK ALUM. SECURITY DOOR i 1 i i i 1 i -.41 1 SGHEDULED WINDOW 3/8" MOUNTING Q i -I SGHEDULED WINDOW FIXED GLASS I FIXED GLASS BRAGKET 3/8" DIA. ALUM. BENT HOOK I I I 11 FASTENER NOT BY1_ 6' I I I I l (SIDE VIEW) I I SGHEDULED WINDOW O'KEEFFE'S STAINLESS STEEL HASP I I I f I' I T i HORIZONTAL SLIDING WINDOWS i SGHEDULED WINDOW FRAME DULED WINDOW FRAME NL -1 EXTRUDED ALUM. SGHE I I l i I I GHANNEL LADDER RAIL 1/4" ALUM. PLATE 3/8" DIA. ALUM. ALLOY 6063-T5 WELDED TO ALUM. 1 L -i SGHEDULED WINDOW FRAME - ROD / BENT HOOK 1/4" X 5/4" S.S. WELDED TO 1/4" i i I SGHEDULED WINDOW FIXED GLA55i i i i� SGHEDULED WINDOW I ` H.H.M.B. WITH NUT a THICK ALUM. I I I I I I I I HORIZONTAL SLIDING WINDOWS - — L.W. NOTCH SECURITY —�_ PLATE AT END I I I I I 1 cV DOOR AT HASP 1_�-- '� I � I I I I I ! � SGHEDULED WINDOW FIXED GLASS I I I I -CI 5/16" X 1 3/8" X 4 1/2" 2" STAINLESS STEEL HASP — r�f P! I I ! 1/2" DIA. HOLE -�— LONG ALUM. ANGLEI I I I 1 1 I I STANDARD FLOOR PAD LOGK BY OTHER I I I I 1 1 I I I I FLOOR BRACKET 1/4" ALUM. PLATE I I I 1 BRAGKE� 3/8" MOUNTING LINE OF HEAVY ED TO ALUM. ROD (FRONT DUTY TUBULAR i h.- VIEW) FASTENER NOT BY RAILS O'KEEFFE'S LOCK DETAIL 14 LADDER MOUNTING DETAILS �� INT JAMB DETAIL PLASMA FROGESSINO JAMB DETAIL 2 PLAS. FROG. HEAD/MULLION @ PASS THRU 1 1/2" = 1'-O" 5" = 1'-O" 5" = 1'-O" 3" = 1'-O" I I I I I SGHEDULED WINDOW FRAME, NOTE: ANCHOR THRESHOLD 8 I REGE55ED IN PER MANUFACTURE'S COUNTER REQUIREMENTS 8 SET IN A i t I I I i I I CONTINUOUS BEAD OF SGHEDULED WINDOW FRAME GOUNTER, SEE SEALANT I I 1' - O" 3' - O" 1' - O" 3' - 6" 2' - O" I I I I 4tMILLWORK DETAIL I I I I I I I" I �- i IKERAIL KIT SURFAGE CONTINUOUS PERIMETER LOOP B r _L ;i I WAGNER ITEM# SR3LW-SM, 3 TREATED WOOD I I 1 „� I 1 SEALANT BEAD MOUNT 2 GALVANIZED PIPE � I I I; � I � BLOCKING (TYP.) I I 1 UNPAINTED. (5 PARKING ' I I (V SPAGES AS PER MANUF.) PLASTIC, LAM APRON, RE:5A9.4 1 WALL BOARD 'J' MOLDS M I M ALUMINUM 5/8" GYP. U I THRESHOLD 5 5/8" 20 GA. DOUBLE GAP BD., TYPE X I 1 L-' • � \GHANNEL � NOTE: BEVEL NO E — j PER THAN 1 ` SEE PARTITION IN 2cV I 5/8" GYP. BD., TYPE X TYPES REFER TO SHEET A3.3 FOR _ ! i I 1 LOCATION. VERIFY LOCATION — SEE PARTITION TYPES �� l FRONT VIEW WITH EXISTING CONDITIONS PRIOR RO INSTALLING & SIDE VIEW GONGRETE SLAB GOORDINATE WITH ARGHITECT BIKE RACK DETAILS q , INT. NNDON SILL DETAIL PLAS. FROG. SILL @ PASS THRU THRESHOLD �I 1/2" = 1'-O" 5" = 1'-0" 03" = 1'-0" 3" = 1'-0" z U Q H- lL Q X" O Registration �: AR95541 0 W v 0 - A-'nitects, APG Trois Document may NOT oe copied, Cy -- reproduced or urea witnout the written consent from Ackal Architects, APG. {. U Date: 9/13/2018 Q DOUBLE STUDS AT JAMB lei �1 m r lL� 5/8 " GYP. BD., File Name: SANFORD m w Sheet Name: O INTERIOR HJS ul cn z � cry TYPE X <p Q 5/8" GYP. BD., W WALL BOARD 'J MOLDS/ w LO n On O Q � TYPE X I I GONTINUOUS PERIMETERDOUBLE U) x _0� 3 5/5" N (D LLI U 0 LL- LU U SEALANT BEADd — 20 GA. JAMB FRAMING W U .. - DOUBLE 5 5/8" 20 GA. JAMB T I SGHEDULED WINDOW FRAME �is C2 <L � M Cy) _- L ~ O � FRAMING Q 1 -- 1 1 1 1 GO NE GUARDS _ 3 ° I i — - RE: FINISH MATERIAL BILGLIP FLASHING SYSTEM - SELECTION -i � FRAME OPENING LENGTH �, OPTIONAL MOUNTING T BILGO TYPE -E SCHEDULE DOOR ROOF HATGH FRAME SIDE VIEYN FRONT VIEW PLAN VIE?N TYP X ROOF HATCH $ LADDER DETAILS�� INT. STOREFRONT JAMB DETAIL INT. DOOR JAMB DETAIL 3 GYP. SD. OFENINO JAMS DETAIL 1'-O" 5" = 1'-0" 5" = 1'-0.. NL -1 EXTRUDED ALUM. GHANNEL LADDER RAIL SEGURITY DOOR 1/8" FORMED ALUM. SIDE/END PANEL ALLOY 6063-T5 (TOP VIEW) 1/4" X 3/4" S.S. H.H.M.B. W/NUT & LOGK WASHER 3/16" X 1 5/8" X 4 1/2" 2" LONG ALUM. ANGLE HEAVY DUTY ALUM. EXTRUDED TUBULAR RAILS 1 100" STANDARD FLOOR cv 1 0 BRACKET PIANO HINGE 1/4" X 5/4" S.S. H.H.M.B. 1 1/4" SQUARE ALUM. EXTRUDED SERRATED RUNG WITH NUT 8 L.W.I I I I I I I r �I I I FLOOR %� 1/8" THICK ALUM. SECURITY DOOR i 1 i i i 1 i -.41 1 SGHEDULED WINDOW 3/8" MOUNTING Q i -I SGHEDULED WINDOW FIXED GLASS I FIXED GLASS BRAGKET 3/8" DIA. ALUM. BENT HOOK I I I 11 FASTENER NOT BY1_ 6' I I I I l (SIDE VIEW) I I SGHEDULED WINDOW O'KEEFFE'S STAINLESS STEEL HASP I I I f I' I T i HORIZONTAL SLIDING WINDOWS i SGHEDULED WINDOW FRAME DULED WINDOW FRAME NL -1 EXTRUDED ALUM. SGHE I I l i I I GHANNEL LADDER RAIL 1/4" ALUM. PLATE 3/8" DIA. ALUM. ALLOY 6063-T5 WELDED TO ALUM. 1 L -i SGHEDULED WINDOW FRAME - ROD / BENT HOOK 1/4" X 5/4" S.S. WELDED TO 1/4" i i I SGHEDULED WINDOW FIXED GLA55i i i i� SGHEDULED WINDOW I ` H.H.M.B. WITH NUT a THICK ALUM. I I I I I I I I HORIZONTAL SLIDING WINDOWS - — L.W. NOTCH SECURITY —�_ PLATE AT END I I I I I 1 cV DOOR AT HASP 1_�-- '� I � I I I I I ! � SGHEDULED WINDOW FIXED GLASS I I I I -CI 5/16" X 1 3/8" X 4 1/2" 2" STAINLESS STEEL HASP — r�f P! I I ! 1/2" DIA. HOLE -�— LONG ALUM. ANGLEI I I I 1 1 I I STANDARD FLOOR PAD LOGK BY OTHER I I I I 1 1 I I I I FLOOR BRACKET 1/4" ALUM. PLATE I I I 1 BRAGKE� 3/8" MOUNTING LINE OF HEAVY ED TO ALUM. ROD (FRONT DUTY TUBULAR i h.- VIEW) FASTENER NOT BY RAILS O'KEEFFE'S LOCK DETAIL 14 LADDER MOUNTING DETAILS �� INT JAMB DETAIL PLASMA FROGESSINO JAMB DETAIL 2 PLAS. FROG. HEAD/MULLION @ PASS THRU 1 1/2" = 1'-O" 5" = 1'-O" 5" = 1'-O" 3" = 1'-O" I I I I I SGHEDULED WINDOW FRAME, NOTE: ANCHOR THRESHOLD 8 I REGE55ED IN PER MANUFACTURE'S COUNTER REQUIREMENTS 8 SET IN A i t I I I i I I CONTINUOUS BEAD OF SGHEDULED WINDOW FRAME GOUNTER, SEE SEALANT I I 1' - O" 3' - O" 1' - O" 3' - 6" 2' - O" I I I I 4tMILLWORK DETAIL I I I I I I I" I �- i IKERAIL KIT SURFAGE CONTINUOUS PERIMETER LOOP B r _L ;i I WAGNER ITEM# SR3LW-SM, 3 TREATED WOOD I I 1 „� I 1 SEALANT BEAD MOUNT 2 GALVANIZED PIPE � I I I; � I � BLOCKING (TYP.) I I 1 UNPAINTED. (5 PARKING ' I I (V SPAGES AS PER MANUF.) PLASTIC, LAM APRON, RE:5A9.4 1 WALL BOARD 'J' MOLDS M I M ALUMINUM 5/8" GYP. U I THRESHOLD 5 5/8" 20 GA. DOUBLE GAP BD., TYPE X I 1 L-' • � \GHANNEL � NOTE: BEVEL NO E — j PER THAN 1 ` SEE PARTITION IN 2cV I 5/8" GYP. BD., TYPE X TYPES REFER TO SHEET A3.3 FOR _ ! i I 1 LOCATION. VERIFY LOCATION — SEE PARTITION TYPES �� l FRONT VIEW WITH EXISTING CONDITIONS PRIOR RO INSTALLING & SIDE VIEW GONGRETE SLAB GOORDINATE WITH ARGHITECT BIKE RACK DETAILS q , INT. NNDON SILL DETAIL PLAS. FROG. SILL @ PASS THRU THRESHOLD �I 1/2" = 1'-O" 5" = 1'-0" 03" = 1'-0" 3" = 1'-0" z U Q H- lL Q r4 �D A O Registration �: AR95541 0 W v 0 - A-'nitects, APG Trois Document may NOT oe copied, Cy -- reproduced or urea witnout the written consent from Ackal Architects, APG. CD U Date: 9/13/2018 U } O lei �1 m r lL� WOL File Name: SANFORD m z w Sheet Name: O INTERIOR HJS ul cn z � cry Abel <p Q O m Q' w LO n On O Q � U) x _0� LU N (D LLI U 0 LL- LU U Q Q) W U 'FK� Oti � N W _ �is C2 <L � M Cy) L ~ O � �F' F<0 lL r4 �D A H Registration �: AR95541 W v Tni5 document is the ?rocercy of Acka'. A-'nitects, APG Trois Document may NOT oe copied, reproduced or urea witnout the written consent from Ackal Architects, APG. W � Date: 9/13/2018 } O lei Project Manager: A.D. m r lL� WOL File Name: SANFORD m Revised: Sheet Name: LL INTERIOR HJS ul DETAILS z � Abel <p Q 0 v w � On O LU 13 0 LL- �F' F<0 R93(./C C r4 �D A WILLIAM !. AGKA_, AIA Registration �: AR95541 COPYRIGHT© 201-1 ACKA: ARCHITECTS. Tni5 document is the ?rocercy of Acka'. A-'nitects, APG Trois Document may NOT oe copied, reproduced or urea witnout the written consent from Ackal Architects, APG. Project Number: 15-014 Date: 9/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: INTERIOR HJS DETAILS Sheet No. Abel 21 Of Sq I 4 r I I -- -- -- - -- M I LLYNORK KEYNOTES: I I 2X12 WD. BLOGKINO BEHIND MILLWORK, WHERE PROPOSED WALL MOUNTED 1 ❑ GOMPUTER MONITORS ARE TO BE LOGATED, TYP., BLOGKINO SHOULD NOT - INTERFERE WITH ELEGTRIGAL I I I I ; ------------------------------------------------------------------------------------------------------------------------- OPEN ; r i 2 GYP. BD. FURR DOWN I I I I FULL HEIGHT CHASE WALL I I I ❑ I- 1 E PLASTID LAMINATE APRON 16 i C5 PLASTIC, LAMINATE FADE TYP. ❑ 56d— 1 f 1! 3" INSIDE DIA GROMMET, VERIFY LOGATION WITH TENANT I` i `9 -� i a PLASTID LAMINATE COUNTER TYP. 8 SGHEDULED DOOR �'; I � I I 5 1 I ❑4 _ 6 I� 1 (n C(1 SGHEDULED BASE OPEN OPEN ! OPEN j�j j- 10 24" DEEP BASE GA51NETS I CONTINUOUS TOE SPACE I 5' - O" 5' - O" q I I I 11 3'-7' 3'-7" 3'--7" 3' 7„ 3' 7„ 3'-7, 3'-7„ -----------------------------------------------------J -----�--------!------------�-� —�------�!------- �,- I 12 24" BASE CABINETS &DRAWERS T -T T-------------------� !------- ----- T-I----------�---------------------------J AREA OF I 13 KEYBOARD TRAY MILLWORK TO ------ AREA OF MILLWORKDG TO BE MODULAR PER G BE MODULAR 14 CABINET FINISH PANEL INTERIOR ELEVATION REGEPTION DE5K 1 PER GC 8 INTERIOR ELEVATION VITAL STATION 1 11511 1 1/2"X1 1/2" X5/16" WELDED STEEL ANGLE SUPPORT 16 QUARTZ COUNTER TOP 17 CONTINUOUS QUARTZ BACK SPLASH 2 ► OPEN 18 12" DEEP UPPER CABINETS WITH ADJUSTABLE SHELVES ----------------------------------- -- I 19 PLSATIG LAMINATE BACK SPLASH E 1 OPEN 6 I I I I 20 REMOVABLE PLASTIC, LAMINATE ANGLED PARTITION --,`------- __________________ I 1 I � 1 -- ;r 15 16 C3 I 3 = 21 VENT ON SIDE OF CABINET FOR REF.- MOGKETT, MESH/2 AIR VENT GRILLE, A9.3 A9.3 g I A9.3 A9.3 1 5 4 O LIGHT GREY, 1'-6" X 1'-6" A9.3 A9.3 , � I _ I ,_ _ _ � I I ;_ I _ _ � I __ __ _ _ __ 1 i � � 22 REF. LOCATED IN CABINET DO NOT INSTALL SHELVES AT THIS SECTION OF CABINETS 13 _ ------ 23 FLUSH DOOR HANDLES 24 STAINLESS STEEL COUNTER TOP 1 OPEN STAINLESS STEEL CONTINUOUS BACK SPLASH I - I I ij OPEN OPEN 2'-2'' I 3'-2" 1'-7 2'-p" 1'-7„ 2,-O" 1'-_7' 2'-0" 1'-7" 2'-0" 1'-7" 2'-O" 1'-7' 2'-O" 1'-7" 2'-p, foll IF i 5'-4" 5'-5" 3'-7' 3'-7' 3'-7' 3'-7' 3'-7" 3'-7- ; 5'-7„ ----------------------i =-------------------------------------- AREA OF I - - - - MILLWORK TO --------- AREA OF MILLWORK TO BE MODULAR PER Or, INTERIOR ELEVATION RECEPTION DESK 2 BE MODULAR PER Or, _ � INTERIOR ELEVATION VITAL STATION 2 12 ► WATERFALL EDGE TRIM - OL FOLLOW MFO'S O RECOMMENDED PROGEDURE ~ IL PTH 1 1/2" GOUNTERTOP, QUARTZ �- 5/4" PLYWOOD SUB- cV-i LAVI 0-� r- GOUNTER AT QUARTZ - d 10 Cr CL + TYPIGAL AT ALL _� _ J.a , tL GOUNTERTOP NOSINOS oo a m m 0 I I 11 allARTZ COUNTERTOP EDGE INTERIOR ELEVATION DONOR FLOOR / 51NK OENERAL M I LLYNORK NOTES L ► A. THE GENERAL GONTRAGTOR 4 MILLWORK GONTRAGTOR SHALL VERIFY ALL APPLIANGES d PLUMBING FIXTURE SPAGE REQUIREMENTS WITH THE SUPPLIER PRIOR TO MANUFAGTURINO THE CABINETS. B. PROVIDE 2X12 BLOGKIN6 BETWEEN WALL FRAMING AT TOP GABINETS & OPEN ► OPEN ► GOUNTER SUPPORTS. THE MILLWORK GONTRAGTOR SHALL GOORDINATE THESE LOGATIONS WITH THE GENERAL GONTRAGTOR. G. THE MILLWORK GONTRAGTOR SHALL PROVIDE COUNTER TOP GROMMET FOR EQUIPMENT CORD DROPS AS REQUIRED. FIELD VERIFY LOCATIONS 16 WITH ARGHITEGT B OWNER. THE MILLWORK GONTRAGTOR SHALL VERIFY >> PTH ALL DIMENSIONS WITH MILLWORK ELEVATIONS 6 SECTIONS. GLARIFY ANY 6 A9.3 DISGREPANGIES WITH THE ARGHITEGT PRIOR TO MANUFAGTURING THE 8� GABINETS. IF ________� r , 7 ro 5D D. VERIFY SUB -COUNTER MATERIAL 8 COVERAGE AREA REQUIREMENTS WITH I� I o �� LAV O COUNTER TOP MFG. MODIFY AS REQUIRED. I I I I I E. ALL EXPOSED 8 SEMI -EXPOSED SURFACES (EXCEPT GOUNTER TOPS) SHALL 15 I 14 I �� I REGEIVE PLASTIG LAMINATE FINISH. F. VERIFY ALL DIMENSIONS & DETAILS FROM IMMUNOTEK PRIOR TO BUILDING I I I I I I I I I KIOSK CABINET q O. IMMUNOTEK TO FURNISH MONITOR TO GABINET GONTRAGTOR PRIOR TO FABRIGATINO UNIT TO VERIFY SIZE S DETAILS H. GONTRAGTOR TO BUILD ONE PROTOTYPE OF K1051< $ GET APPROVAL FROM IMMUNOTEK BEFORE PROGEEI )INC 4' - 3" 3' - 6" 3' - 6" 4' - 3" 5' - O" I. GONTRAGTOR TO PROVIDE PRE-FABRIGATED GABINETS IN BREAKROOM. 11 .1 �- TO BE EQUIVALENT QUALITY 8 COLOR AS CUSTOM GABINETS. MIN. CLEAR �'-01 3'-O" 4'-5" 1'-4" INTERIOR ELEVATION REGEPTION SINK 3/5" = 1'-0" z Nr•� IL: n PRInTERIN.LC _ - LL � I _ I ,_ _ _ � I I ;_ I _ _ � I __ __ _ _ __ 1 i � � 22 REF. LOCATED IN CABINET DO NOT INSTALL SHELVES AT THIS SECTION OF CABINETS 13 _ ------ 23 FLUSH DOOR HANDLES 24 STAINLESS STEEL COUNTER TOP 1 OPEN STAINLESS STEEL CONTINUOUS BACK SPLASH I - I I ij OPEN OPEN 2'-2'' I 3'-2" 1'-7 2'-p" 1'-7„ 2,-O" 1'-_7' 2'-0" 1'-7" 2'-0" 1'-7" 2'-O" 1'-7' 2'-O" 1'-7" 2'-p, foll IF i 5'-4" 5'-5" 3'-7' 3'-7' 3'-7' 3'-7' 3'-7" 3'-7- ; 5'-7„ ----------------------i =-------------------------------------- AREA OF I - - - - MILLWORK TO --------- AREA OF MILLWORK TO BE MODULAR PER Or, INTERIOR ELEVATION RECEPTION DESK 2 BE MODULAR PER Or, _ � INTERIOR ELEVATION VITAL STATION 2 12 ► WATERFALL EDGE TRIM - OL FOLLOW MFO'S O RECOMMENDED PROGEDURE ~ IL PTH 1 1/2" GOUNTERTOP, QUARTZ �- 5/4" PLYWOOD SUB- cV-i LAVI 0-� r- GOUNTER AT QUARTZ - d 10 Cr CL + TYPIGAL AT ALL _� _ J.a , tL GOUNTERTOP NOSINOS oo a m m 0 I I 11 allARTZ COUNTERTOP EDGE INTERIOR ELEVATION DONOR FLOOR / 51NK OENERAL M I LLYNORK NOTES L ► A. THE GENERAL GONTRAGTOR 4 MILLWORK GONTRAGTOR SHALL VERIFY ALL APPLIANGES d PLUMBING FIXTURE SPAGE REQUIREMENTS WITH THE SUPPLIER PRIOR TO MANUFAGTURINO THE CABINETS. B. PROVIDE 2X12 BLOGKIN6 BETWEEN WALL FRAMING AT TOP GABINETS & OPEN ► OPEN ► GOUNTER SUPPORTS. THE MILLWORK GONTRAGTOR SHALL GOORDINATE THESE LOGATIONS WITH THE GENERAL GONTRAGTOR. G. THE MILLWORK GONTRAGTOR SHALL PROVIDE COUNTER TOP GROMMET FOR EQUIPMENT CORD DROPS AS REQUIRED. FIELD VERIFY LOCATIONS 16 WITH ARGHITEGT B OWNER. THE MILLWORK GONTRAGTOR SHALL VERIFY >> PTH ALL DIMENSIONS WITH MILLWORK ELEVATIONS 6 SECTIONS. GLARIFY ANY 6 A9.3 DISGREPANGIES WITH THE ARGHITEGT PRIOR TO MANUFAGTURING THE 8� GABINETS. IF ________� r , 7 ro 5D D. VERIFY SUB -COUNTER MATERIAL 8 COVERAGE AREA REQUIREMENTS WITH I� I o �� LAV O COUNTER TOP MFG. MODIFY AS REQUIRED. I I I I I E. ALL EXPOSED 8 SEMI -EXPOSED SURFACES (EXCEPT GOUNTER TOPS) SHALL 15 I 14 I �� I REGEIVE PLASTIG LAMINATE FINISH. F. VERIFY ALL DIMENSIONS & DETAILS FROM IMMUNOTEK PRIOR TO BUILDING I I I I I I I I I KIOSK CABINET q O. IMMUNOTEK TO FURNISH MONITOR TO GABINET GONTRAGTOR PRIOR TO FABRIGATINO UNIT TO VERIFY SIZE S DETAILS H. GONTRAGTOR TO BUILD ONE PROTOTYPE OF K1051< $ GET APPROVAL FROM IMMUNOTEK BEFORE PROGEEI )INC 4' - 3" 3' - 6" 3' - 6" 4' - 3" 5' - O" I. GONTRAGTOR TO PROVIDE PRE-FABRIGATED GABINETS IN BREAKROOM. 11 .1 �- TO BE EQUIVALENT QUALITY 8 COLOR AS CUSTOM GABINETS. MIN. CLEAR �'-01 3'-O" 4'-5" 1'-4" INTERIOR ELEVATION REGEPTION SINK 3/5" = 1'-0" z 0 0 LL H O W v CD U c> i Q � m crLuv m z w O c� H cn 0 O zLLI cfl br� a W Q� 0 Q Q x w �o LL E o LLJ L? coU LU co cn rn UL- r` a> m cn — LL! U ry __j Y wr� a_ c v <L � ca _ 00 U � Lo o N-LIA,'-1 J. ACKAL, AIA Reg�stra::on AR93341 GGPYRI6HT© 201'1 AGiG1L ARGHIT=GTS. Tnts -,ouamens is the oroperby o;' Aske' Arcn;tec a, APG Tnls Document mal 'NOT be Goofed, recroausec or used mi hou: the w•;aen consent From Aekai Aron oQs, APG. Project Number: 15-014 Date: q/13/2015 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: INTERIOR ELEVATIONS Sheet No. A�01 22 0f 5cl _ 1 1 1 1 0 LL H W v W J i Q � m crLuv m LL H Lu v 0 0 � zLLI m o0 W Q� w �o LL N-LIA,'-1 J. ACKAL, AIA Reg�stra::on AR93341 GGPYRI6HT© 201'1 AGiG1L ARGHIT=GTS. Tnts -,ouamens is the oroperby o;' Aske' Arcn;tec a, APG Tnls Document mal 'NOT be Goofed, recroausec or used mi hou: the w•;aen consent From Aekai Aron oQs, APG. Project Number: 15-014 Date: q/13/2015 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: INTERIOR ELEVATIONS Sheet No. A�01 22 0f 5cl _ 1 1 1 1 M -6119115011 INTERIOR ELEVATION EXAM CABINET 1/2" = 1'-O" INTERIOR ELEVATION LA\IATORY 1/2" = 1'-O" INTERIOR ELEVATION PLASMA FROGESSINO 1 1/2" = 1'-O" 2 0/f2" 5' - 3" m INTERIOR ELEVATIONPLASMA FROGESSINO 2 1/2" = 1'-O" '—� SLIDE OUT PRINTER SHELF: HEAVY DUTY 500 LB MIN., 24 TELESGOPIG DRAWER GUIDE WITH 1" MIN. PROJEGTION BEYOND FRONT EDGE OF GABINET, MIN. DWR. GLIDES TO BE BOLTED ON 3 � Al 2'- O" NTERIOR ELEVATION SHIFFINO 1 1/2'' = 1'-0" m \ roll-n,� �T I �: r-� r=Jr �r--I F IN L°JL '�J 2'- O" NTERIOR ELEVATION SHIFFINO 1 1/2'' = 1'-0" m \ roll-n,� ' I �: r-� r=Jr �r--I LL RINTER .I.G, RIN ER N.I.G. i v I wJ ` / I I r I I ' --J' m e o � wLL m 2'-2" 2'-2'' 2' - O" 8' - 2" ~ V INTERIOR ELEVATION SH IPPINO 2 m O i m X 12" :KABLE Z. W/ 'TER SLOT INTERIOR ELEVATION REPAIR I1/2" = 1'-0" I \ � 1/2" = 1'-0" 13' - q" 2, - 6" INTERIOR ELEVATION BREAK ROOM 1/2" = 1'-0" 5'-0" 2'- 5 1/2" 2' - 8 1/2" 2' - 5 1/2" 2'- 5 1/2" 2'- 3 1/2" O (A1094 A9.4 p El 0 0 - r,,r-r L°JL'j L°_L'J I I I I I I I I I I I I I I I I I ry I I I I 1'-11" q1%2'I 1'-11" 1 1/2'� 1'-11' 1%2'I 1'-11" GM2'� 1'-11" l!i— F' PLAN VIEW FIXED TOP PIANO HINGE KEYED GABINET LOCK HINGED TOP W/ 2-5ARREL BOLTS INSIDE HINGED DOOR IN/ CONGEALED CONTINUOUS PIANO HINGES INTERIOR ELEVATION KIOSKS 1/2" = 1'-0" M I LLlPNORK KEYNOTES: 2X12 WD. BLOCKING BEHIND MILLWORK, WHERE PROPOSED WALL MOUNTED u COMPUTER MONITORS ARE TO BE LOCATED, TYP., BLOCKING SHOULD NOT INTERFERE WITH ELEGTRIGAL GYP. BD. FURR DOWN iD FULL HEIGHT CHASE WALL E4] PLASTIG LAMINATE APRON F PLA5TIG LAMINATE FADE TYP. 3" INSIDE DIA GROMMET u PLASTIG LAMINATE COUNTER TYP. 5GHEDULED DOOR 5GHEDULED BASE 10 24" DEEP BASE GABINETS 11 GONTINUOUS TOE SPAGE 12 24" BASE GABINETS 8 DRAWERS 13 KEYBOARD TRAY 14 GABINET FINISH PANEL 15 1 1/2"X1 1/2" X3/16" WELDED STEEL ANGLE SUPPORT 16 QUARTZ COUNTER TOP 17 GONTINUOUS QUARTZ BACK SPLASH 18 12" DEEP UPPER GABINETS WITH ADJUSTABLE SHELVES 1q PLSATIG LAMINATE BAGK SPLASH 20 REMOVABLE PLASTIG LAMINATE ANGLED PARTITION 21 VENT ON SIDE OF GABINET FOR REF.- MOGKETT, MESH/2 AIR VENT GRILLE, LIGHT GREY, 1'-6" X 1'-6" 22 REF. LOCATED IN CABINET DO NOT INSTALL SHELVES AT THIS 5EGTION OF GABINETS 231 FLUSH DOOR HANDLES 24 STAINLESS STEEL COUNTER TOP 25 STAINLESS STEEL GONTINUOUS BAGK SPLASH 26 TRIM TO BE PROVIDED BY GONTRAGTOR AFTER D.W. IS INSTALLED 27 SOLID PLYWOOD BLOCKING BEHIND SHEETROGIG 28 GONTINUOUS, 11/2"X11/2"X1/4" ALUM. (OR STAINLESS STEEL) ANGLE WALL BRAGKETS, ROUND OVER GORNERS. 209 5/4" PLYWOOD WITH PLAS. LAM. FINISH 3O LOGKABLE DOOR, TYP. 31 OPEN FOR COMPUTER MONITOR (MONITOR TO BE FLUSH WITH TOP) 32 PROVIDE GOVER TRIM 8 BACKING TO HOLD GONTROLLER, 1/4" WD. WITH PLASTIG LAM. FINISH. TRIM TO BE 3/4" WIDTH ON ALL SIDES 36MM X 65MM ROUTED OPENING FOR FINGERPRINT 33 READER; VERIFY SIZE. PROVIDE BAGKING $ COVER TRIM TO HOLD GONTROLLER IN PLACE (FINGERPRINT READER TO BE FLUSH WITH TOP) OENERAL MILL^ORK NOTES A. THE GENERAL GONTRAGTOR � MILLWORK GONTRAGTOR SHALL VERIFY ALL APPLIANCES 4 PLUMBING FIXTURE SPACE REQUIREMENTS WITH THE SUPPLIER PRIOR TO MANUFAGTURING THE CABINETS. B. PROVIDE 2X12 BLOCKING BETWEEN WALL FRAMING AT TOP GABINETS d COUNTER SUPPORTS. THE MILLWORK GONTRACTOR SHALL GOORDINATE THESE LOGATIONS WITH THE GENERAL CONTRACTOR. G. THE MILLWORK CONTRACTOR SHALL PROVIDE COUNTER TOP GROMMET FOR EQUIPMENT CORD DROPS AS REQUIRED. FIELD VERIFY LOGATIONS WITH ARGHITEGT $ OWNER. THE MILLWORK GONTRAGTOR SHALL VERIFY ALL DIMENSIONS WITH MILLWORK ELEVATIONS $ SEGTIONS. GLARIFY ANY DISGREPANGIES WITH THE ARGHITEGT PRIOR TO MANUFAGTURING THE CABINETS. D. VERIFY SUB-GOUNTER MATERIAL 4 GOVERAGE AREA REQUIREMENTS WITH COUNTER TOP MFG. MODIFY AS REQUIRED. E. ALL EXPOSED d SEMI -EXPOSED SURFACES (EXCEPT GOUNTER TOPS) SHALL RECEIVE PLASTIG LAMINATE FINISH. F. VERIFY ALL DIMENSIONS 8 DETAILS FROM IMMUNOTEK PRIOR TO BUILDING KIOSK GABINET G. IMMUNOTEK TO FURNISH MONITOR TO GABINET GONTRAGTOR PRIOR TO FABRIGATING KIOSK UNIT TO VERIFY SIZE d DETAILS H. GONTRAGTOR TO BUILD ONE PROTOTYPE OF KIOSK UNIT a GET APPROVAL FROM IMMUNOTEK BEFORE PROCEEDING I. GONTRAGTOR TO PROVIDE PRE-FABRIGATED GABINETS IN BREAKROOM. TO BE EQUIVALENT QUALITY a COLOR AS CUSTOM GABINETS. z U Co co LO 0 Q CIDz <t x D Z J ;_ N O ll I � F— � CJ W co w ULL- cm U -i U t i CK c� ry LD~ J LO - w � w Q U � c` 7VILLIAM J. AGKAL, AIA Regi5tra-lon AR95941 GOPYRI6HT© 201-1 AI—KA'- ARGHITcGT5 TnI& document i5 the property or' Acka! Architects, APG This +Document may NOT'ce copied, reproduces or' without the written consent from Ackal Arcnitect5, APO. Project Number: 15-014 Date: q/13/2015 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: INTERIOR ELEVATIONS Sheet No. Aq*2 25 Of 5q t LL W v wJ im O 111 r N � wLL m LU ~ V o z.0 O 0 Z m aw o0 v- LU V- -J , LU - NN 7VILLIAM J. AGKAL, AIA Regi5tra-lon AR95941 GOPYRI6HT© 201-1 AI—KA'- ARGHITcGT5 TnI& document i5 the property or' Acka! Architects, APG This +Document may NOT'ce copied, reproduces or' without the written consent from Ackal Arcnitect5, APO. Project Number: 15-014 Date: q/13/2015 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: INTERIOR ELEVATIONS Sheet No. Aq*2 25 Of 5q t I — 3" DIA GROMMETS, V.O.J. QUARTS GOUNTERTOP TYP. - 3/4" PLYWOOD COUNTER TOP SUPPORT TOP F SLIDE OUT PRINTER SHELF: HEAVY DUTY 500 i LB MIN., TELESGOPIG DRAWER GUIDE BLOGKIN6 TYP. WITH 1" MIN. i PROJECTION BEYOND FRONT - PARTITION WALL EDGE OF CABINET, MIN., n i DRWR. 6UIDE TO i BE BOLTED ON ------------= i E 4" WIRE DRAWER/DOOR � - - - I- PULLS, TYP. r,111, ----------------------- r I rPRINTER _ SHELF i BLOGKIN6 t cv SCHEDULED' } , PLAS. LAM. ON _ BASE, TYP. PLYWOOD i BLOGKIN6 BOARD LEEEEE£-EE£ ELL£E"£LEEFFL-E-2LL-L�EE£££LL£ _ LZ"TL _-I DIVIDERS --1` all 21-01, DRAWER CONSTRUCTION: 3/4" PLYWOOD FACE WITH PLAS. LAM. FINISH 1/2" HARDWOOD SIDES 4 BACK WITH WHITE PLAS. LAM. FINISH 1/4" PLYWOOD BOTTOM WITH WHITE PLAS. LAM. FINISH "AGGURIDE" HEAVY DUTY (100 LBS) GLIDES SECTION RECEPTION PRINTER CAE31NET 1 1/2" = 1'=g" 3" DIA GROMMETS, V.O.J. QUARTS COUNTERTOP TYP. 3/4" PLYWOOD COUNTER TOP SUPPORT TOP -.'� - __ - F - ------ `-, 11 j 6„ -----------------1 DRAWER 4" WIRE DRAWER/DOOR --------------Y-- -- _ PULLS, TYP. BLOGKIN6 TYP. — PARTITION WALL PIN HOLE i' SHELF ADJUSTMENT 3/4" INDUSTRIAL x 6RADE MDF m r ADJ. SHELVES, " MELAMINE FINISH r- e e� eee e ee e 3/4" DIVIDERS, MELAMINE FINISH PLASTIC, BASE�TYPD ULE LAMINATE ON 3/4" U INDUSTRIAL — BLOCKIN6 6RADE MDF DOORS X it 6.. 5.. 2'---- SEGTION REGEPTION DESK CABINET 1 1/2" = 1'-0" SECTION REGEPTION CABINET 1 1/2" = 1'-0" 4" WIRE DRAWER/DO OR PULLS, TYP. PLASTIC, LAM. ON 3/4" INDUSTRIAL 6RADE MDF DOORS TYP. NO SIDE PANEL THE 6" CLEAR SPACE - GYP. BOARD BEYOND TO ALLOW FOR OUTLET AGGESS BLOCKIN6, TYP. SGHEDULED BASE TYP. SUPPORT TOP ------------------------------ I i i WOOD BLOCKING � BEHIND SHEETROCK; VERIFY LOCATION OF BLOCKING WITH 3" DIA i TENANT PRIOR TO GROMMETS, 1-1 CONSTRUCTION. V.O.J. m BLOGKIN6 SHOULD QUARTS O NOT INTERFERE WITH i ELECTRICAL GOUNTERTOP TYP. � 3/4" PLYWOOD COUNTER TOP SUPPORT TOP i Lu --------- - �� W131 r 3" SEGTION REGEPTION PRI\/ACY DESK i QUARTS GROMMETS, V.O.J. GOUNTERTOP TYP I ' 3/4" PLYWOOD MDF DOORS N - 5'3/4`:, ,r COUNTER TOP SUPPORT TOP - > 33�;rld�''.�"v"�/ ?"�:Z3„�.it;�i. , x`�`al.� �a r�,'�.��✓ ,ire �. 1z1 �..;�''.�9"�� 6 • • GL'EAR, r O - F 1 X 4 - r KEYBOARD TRAY i 0 MOUNTED UNDER 6--- PLASTIC, LAM. 0 T,r r ON 3/4" U 'HEBASEDTYP D T J r I— 6RADE MDF Q WITH GHAMFERED PLASTIC 1 1/2" = 1'-O" .0 K<K<T E.,•E� \ i i 57— 7 VON - -- -z ------ QUARTZ COUNTER TOP 3/4" PLYWOOD COUNTER TOP SUPPORT KEYBOARD TRAY MOUNTED UNDER COUNTER 4" WIRE DRAWER/DOOR PULLS, TYP. PIN HOLE SHELF ADJUSTMENT m 3/4" INDUSTRIAL GRADE MDF ADJ. SHELVES, MELAMINE FINISH 3/4" INDUSTRIAL GRADE MDF BOARD DIVIDERS, MELAMINE FINISH PLASTIC, LAM. ON 3/4" INDUSTRIAL GRADE MDF DOORS SGHEDULED BASE TYP. SEGTION REGEPTION GABINET kN/ DWR 1 1/2" = 1'-0" BEHIND SI- VERIFY L( OF BLOGh TENANT P1 GONSTRU< BLOGKIN(� NOT INTEF ELEGTRIG, QUARTS COUNTER 3" DIA. 6F 3/4" PLYV' COUNTER SUPPORT 2X2 WOOI WITH GHAP BOTTOM I ANCHOR < SUPPORT DRAWER SEGTION VITAL STATION DRAYNER 1 1/2" = 1'-0" 3" DIA QUARTS GROMMETS, V.O.J. GOUNTERTOP TYP INDUSTRIAL GRADE ' 3/4" PLYWOOD MDF DOORS N tX COUNTER TOP SUPPORT TOP v > 33�;rld�''.�"v"�/ ?"�:Z3„�.it;�i. , x`�`al.� �a r�,'�.��✓ ,ire �. 1z1 �..;�''.�9"�� Q O 1 X 4 w� KEYBOARD TRAY i 0 MOUNTED UNDER w PLASTIC, LAM. 0 COUNTER ON 3/4" U 'HEBASEDTYP D T J 2X2 WOOD GLEAT I— 6RADE MDF Q WITH GHAMFERED PLASTIC z ~ �w _ O Q LAMINA a TE ON co = 3/4" iv I z H16H `s) DENSITY 0 � Q MDF v0 BLOGKIN6 04y < U) x > O 4- 12'- � o wco 2'-O" -( QUARTZ COUNTER TOP 3/4" PLYWOOD COUNTER TOP SUPPORT KEYBOARD TRAY MOUNTED UNDER COUNTER 4" WIRE DRAWER/DOOR PULLS, TYP. PIN HOLE SHELF ADJUSTMENT m 3/4" INDUSTRIAL GRADE MDF ADJ. SHELVES, MELAMINE FINISH 3/4" INDUSTRIAL GRADE MDF BOARD DIVIDERS, MELAMINE FINISH PLASTIC, LAM. ON 3/4" INDUSTRIAL GRADE MDF DOORS SGHEDULED BASE TYP. SEGTION REGEPTION GABINET kN/ DWR 1 1/2" = 1'-0" BEHIND SI- VERIFY L( OF BLOGh TENANT P1 GONSTRU< BLOGKIN(� NOT INTEF ELEGTRIG, QUARTS COUNTER 3" DIA. 6F 3/4" PLYV' COUNTER SUPPORT 2X2 WOOI WITH GHAP BOTTOM I ANCHOR < SUPPORT DRAWER SEGTION VITAL STATION DRAYNER 1 1/2" = 1'-0" 3" DIA QUARTS GROMMETS, V.O.J. GOUNTERTOP TYP INDUSTRIAL GRADE ' 3/4" PLYWOOD MDF DOORS N COUNTER TOP SUPPORT TOP v O 1 X 4 w� KEYBOARD TRAY i 0 MOUNTED UNDER y PLASTIC, LAM. 0 COUNTER ON 3/4" U 'HEBASEDTYP D INDUSTRIAL J 2X2 WOOD GLEAT 6RADE MDF Q WITH GHAMFERED z BOTTOM EDGE. �w _ O Q ANCHOR COUNTER a co SUPPORT TO WALL Qo iv I c� fi `s) SEGTION \/ITAL STATION KEYBOARD 1 1/2" = 1'-O" 3" DIA GROMMETS, V.O.J. QUARTS GOUNTERTOP TYP. 3/4" PLYWOOD COUNTER TOP SUPPORT TOP { ;.,< 6 ----- ------ -- i 3/4" ..... I FIXED 3/4" INDUSTRIAL GRADE MDF SHELF W/ PLAS. LAM. FINISH. T PLASTIC, LAM. ON 3/4" — 0 INDUSTRIAL GRADE ' �V MDF DOORS N W v O 1 X 4 w� i 0 lei M r r 0 W m U 'HEBASEDTYP D J 7 - f��Qi]Y SECTION RECEPTION OPEN 1 1/2" = 1'-O" MILL^ORK SPECIFICATIONS GABINET HARDWARE 6 AGGE55ORIE5: • 4" WIRE PULLS; MILL FINISH • 4" FLUSH PULLS; MILL FINISH- LOCATED IN PLASMA PROGESSIN6 4 SHIPPING ONLY. • GONGEALED DOOR HINGES; 125 DEGREE OPEN • FULL EXTENSION DRAWER GLIDES; 100 LB. RATED (500 LB. RATED AT PRINTER CABINETS) PRINTER 6UIDE TO BE BOLTED ONTO GABINET WALL • METAL SHELF ADJUSTMENT PINS WITH SGREW FASTEN EYE • DOOR SILENCERS; TWO PER DOOR • DRAWER GAM LOGKS AS SHOWN ON SECTION/ ELEVATION • 3" COUNTER TOP GROMMET FOR GORD DROPS- GROMMETS ARE TO BE PROVIDED IN ALL COUNTERTOPS PER IMMUNOTEK SPEGIFIGATIONS. NUMBER $ LOCATION TO BE DETERMINED UPON BUILDING OGCUPANCY, VERIFY WITH TENANT. ALL GROMMETS TO BE CENTERED WITH REGEPTAGLES - BLACK • 3" GABINET GROMMET FOR AGGESS TO ELECTRICAL FOR SCALES - PROVIDED IN LOCATIONS ON 3/A9.1, INTERIOR ELEVATIONS. VERIFY WITH TENANT - GRAY • KEYBOARD TRAY TO BE PROVIDED AT EACH LOCATION SHOWN: KNAPE S VOOT, KV5-700 SP_BLK • GONTRAGTOR TO PROVIDE ONE (1) DOUBLE GOAT HOOK AT THE END OF EACH PARTITION ON THE WAITING 105 SIDE OF THE SGREENIN6 BOOTHS. GATE HOUSE ITEM #45854- MODEL #83-7-705. 67" A.F.F. VERIFY MOUNTING HEIGHT WITH TENANT PRIOR TO INSTALLING RECEPTACLES WITH WIRING WILL BE RUN INSIDE MOST OF THE GABINETRY; COORDINATE WITH ELEGTRIGAL CONTRAGTOR. TYPIGAL GABINET GON5TRUGTION: *EXCEPTION- ALL WOOD GONSTRUCTION AT PRINTER GABINET BOX/ DRAWERS: REFER TO SECTIONS FOR DETAILS. • DOOR FRONTS: PLASTIC, LAMINATE ON EXTERIOR/ GREY CABINET LINER ON OPP. SIDE OF 3/4" INDUSTRIAL GRADE MDF • DRAWER FRONTS: PLASTIC, LAMINATE ON EXTERIOR/ GREY GABINET LINER ON OPP. SIDE OF 3/4" INDUSTRIAL 6RADE MDF • SEMI -EXPOSED AREAS: MELAMINE GLAD INDUSTRIAL 6RADE MDF 3/4" (GREY) • SHELVES: MELAMINE GLAD INDUSTRIAL 6RADE MDF 3/4" (GREY) • BACKS: MELAMINE GLAD INDUSTRIAL GRADE MDF 1/4" (GREY) • DRAWER SIDES: MELAMINE ON 1/2" INDUSTRIAL GRADE MDF (GREY) • DRAWER BOTTOMS: MELAMINE ON 1/4" INDUSTRIAL GRADE MDF (GREY) • EDGING: PVC, TAPE EDGING MATCHIN6 PLAM COLOR TOE KIGK: SOLID WOOD 5LOGKIN6 I 4 I CABINET FIN15HES 6RAPHIG KEY: PLYWOOD WITH PLASTIC, LAMINATE FINISH, RE: FINISH MATERIAL SELECTIONS, SHEET A5.1 MELAMINE GLAD INDUSTRIAL 6RADE MDF: ROSEBUR6 DURAMINE, 22 LONDON GREY STAINLESS STEEL COUNTER TOP 8 SPLASH ON 3/4" PLYWOOD, RE: FINISH MATERIAL SELECTIONS, SHEET A3.1 1-1/4" QUARTZ COUNTER TOP, RE: FINISH MATERIAL SELEGTIONS GENERAL MILLWORK NOTES A. REGEPTAGLES WITH WIRING WILL BE RUN INSIDE MOST OF THE CABINETRY; COORDINATE WITH ELEGTRIGAL GONTRAGTOR. B. PROVIDE 6ROMMETS IN ALL COUNTERTOPS PER IMMUNOTEK SPEGIFIGATIONS. NUMBER d LOCATION TO BE DETERMINED UPON BUILDING OCCUPANGY. G. ALL EXPOSED a SEMI -EXPOSED SURFACES (EXGEPT COUNTER TOPS) SHALL RECEIVE PLASTIC, LAMINATE FINISH. D. GONTRACTOR SHALL VERIFY FINAL SIZE OF PRINTER PRIOR TO MANUFACTURING (CABINET. z 0 lL W v O w� i 0 lei M r r 0 W m U J 7 - Q Lu z w �w 0 � Q a co m Qo c� `s) 0 � Q co La z < U) x DZ O � o wco w Q c U Q) N J N w Y I. Q cm (i c6 = CO Lo CD CD ) OF FSO CO \_CPN l ��•. 9334] F� ARG ACKA_, AIA Reg75-1a`on =: AR93341 GGPYRIGHTO 201-7 Ar -KA_ ARG�iIT=GT5. T'nia Cxurenc ie :ne o-oce¢_ o° Atka h'cn15__; • AIG _ TniS DOCJ Te'IC mzi \10TOe coo e.0, reclol-Usell or u3 .J nouC n con5ea- rom Acka�A cni±e APG. Project Number: 15-014 Date: 9/13/2015 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: MILLWORK SECTION DETAILS Sheet No. A103 , lL W v w� i 0 lei M r r (L� W m 1 7 - Lu O �w 0 � a Lu m Qo 0 `s) 0 � IN OF FSO CO \_CPN l ��•. 9334] F� ARG ACKA_, AIA Reg75-1a`on =: AR93341 GGPYRIGHTO 201-7 Ar -KA_ ARG�iIT=GT5. T'nia Cxurenc ie :ne o-oce¢_ o° Atka h'cn15__; • AIG _ TniS DOCJ Te'IC mzi \10TOe coo e.0, reclol-Usell or u3 .J nouC n con5ea- rom Acka�A cni±e APG. Project Number: 15-014 Date: 9/13/2015 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: MILLWORK SECTION DETAILS Sheet No. A103 , U) U Uj 0 LO CD ti Q z U) x D m O ti E (V O wL? U L co rn r rn }- U Qco U m L co r M JCV L 'n j:)L U Qco LQ _ rn U � L ~ `r o"•) LL H 1. V v W � } m � i m LLW � - BACK SPLASH, PLASTIC LAMINATE_ - GOUNTERTOP, PLASTIC a.. I' __ FLUSH, RECESSED SLIDINGCOUNTERTOP, WINDOW TRAGK, RE: HEAD COUNTERTOP SUPPORT - BAGK SPLASH, cV STAINLESS STEEL - GOUNTERTOP, -BACK SPLASH, STAINLESS STEEL - 3" DIA GROMMET TYP. _ (V K 0 v -JAMB QUARTZ o 0 COUNTERTOP, V p z �- LAMINATE i SILL DETAILS � r� STAINLESS STEEL _ - -- -- - - STAINLESS STEEL LU - - - - � - - -- - - �� <✓: � - �6�<<�<<<6��<<<<<_<(< - - - LL — - N N - --- ----------------- �, DRAWER 3" DIA. 6ROMM T 1 E (TYP.) DRAWER m GOUNTERTOP SUPPORT i I m i ry GAM GONSTRUCTION: - - -' DRAWER m LOCK •3/4" PLYWOOD FADE 4'' FLUSH DOOR PULL, TYP. Z- �- i SLIDE OUT PRINTER SHELF: WITH FLAS. LAM. FINISH j IN PLASMA PROG./ v LU to I - - 1/2 DWOOD SIDES HEAVY DUTY 500 LB MIN., SHIPPING ONLY. J FLUSH O O - 8 r TELESCOPIC DRAWER GUIDE $ BAGK WITH WHITE - PIN HOLE SHELF LU (MIN. AT 2'-3" A.F.F.) DRAWER HANDLE TYP. PLAS. LAM. FINISH WITH 1" MIN. PROJECTION _ O •1/4" PLYWOOD ADJUSTMENT O , BEYOND FRONT EDGE OF dJ , BOTTOM WITH WHITE CABINET, MIN. DWR. GLIDES U) ry - TO BE BOLTED ON r PLAS. LAM. FINISH O O O i •"AGGURII7E" HEAVY , w = z DUTY (100 LBS) GLIDES m _ w - REMOVABLE z PANEL, PLASTIC LAMINATE ctm ' (V iN WALL ASSEMBLY, SEE m 4'' WIRE i DRAWER 'ry PULLS, TYP. IN BOARD 7' PARTITION - - - - -- DIVIDERS, MELAMINE U) O - - :t TYPES D FINISH m z w &"MIN. ' 1 - q' 3„ _ ------------ ----------- 0LOGKIN6 3/4" INDUSTRIAL GRADE PLAS. LAM. �t - �/ ON 3/4" MDF BOTTOM, MELAMINE (AT q" A.F.F.) 6 �LYWOOD m FINISH v BOARDX� _ SCHEDULED BASE, TYP. BLOCKING 1' _ q�� 3„ - SGHEDULED BASE, TYP. SGHEDULED BASE, TYP. 1 SECTION SINK/LAV. �Q� SEGTION PLASMA PROGESSINO DRAYVER SEGTION PRINTER GABINET SEGTION- PLASMA PROGESSING GABINET 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1/2" = 1'-0" - COUNTERTOP, NOTE: BELOW PICTURES OF KIOSK DE5I6N ARE FOR BAGK SPLASH, REFERENCE OF OVERALL DESIGN INTENT. CABINET LAMINATE CONTRACTOR IS TO VERIFY ALL EQUIPMENT TO BE - FLAT HEAD STAINLESS ry HOUSED IN KIOSK. FAILURE TO DO SO PRIOR TO STEEL SCREWS FABRIGATIN6 MAY RESULT IN RE -BUILDING IF DIMENSIONS STAINLESS STEEL FINISH ARE NOT VERIFIED WITH OWNER PROVIDED EQUIPMENT. WASHERS ------- --- 1 O (� DRAWER - -- - -�� ANGLE BRACKET - - -_ - - - FASTENER DETAIL 4" WIRE DRAWER - PULLS, TYP. - ° y 3/4" COUNTERTOP J SUPPORT - PIN HOLE SHELF ADJUSTMENT i 1 /4" BAGK PANEL - �;m MELAMINE FINISH - 3/4'' INDUSTRIAL GRADE _. ... __... � MDF ADJ. SHELVES, __J MELAMINE FINISH m 3/4'' BOARD DOORS, PLASTIC LAM. FINISH , � PLAS. LAM. ON " = 3/4" BOARD 1/4" MDF DIVIDERS, I' BOARD BAGK ? / GONTINUOUS, 'A 11/2"X11/2"X1/4" ALUM. BLOGKINO MELAMINE FINISH PANEL (OR STAINLESS STEEL) �- -- ---- - -- ---- --- - -- - 3/4" INDUSTRIAL GRADE ANGLE WALL BRACKETS, MDF BOTTOM, MELAMINE ROUND OVER CORNERS. V _ .� FINISH _ PRIVACY PANEL, 3/4" PLYWOOD \ _ SHELF WITH PLAS. LAM. 1' _ q, 3, SGHEDULED m PLAS. LAM F FINISH, FINISH BASE, TYP. TYP. NOTE: -IMMUNOTEK TO FURNISH EQUIPMENT TO CABINET CONTRACTOR PRIOR TO FABRIGATIN6 UNIT TO VERIFY SIZE B NOTES: p DETAILS. -FASTEN ANGLE BRACKETS TO -CONTRACTOR TO BUILD ONE WALL BLOGKIN6 USING PROTOTYPE OF KIOSK 8 GET STAINLESS STEEL FLAT HEAD SEX BOLTS, (6) MIN. EACH LEO SEGTION BASE GABINET YV/ DWR - APPROVAL FROM IMMUNOTEK BEFORE PROCEEDING -FASTEN ANGLE BRACKETS TO BAGKSPLASH, PLASTIC PRIVACY PANEL USING LAMINATE STAINLESS STEEL FLAT HEAD COUNTERTOP, SEX BOLTS, (6) MIN. EACH LEO — PLASTIC �- LAMINATE FIXED 3/4'' PLYWOOD Sc-- SUPPORT FOR � I - - �— PLYWOOD MONITOR; PLASTIC GONTINUOUS LAM. FINISH i � - - �; I-, COUNTERTOP PIANO ry HINGE f SUPPORT HINGED TOP WITH 2 -BARREL BOLTS - 3/4" BOARD CABINET BOX B DIVIDERS, ' �� OPEN BAGK TO INSIDE; PLASTIC EXPOSE y , LAM. ON 3/4" OUTLETS PLYWOOD ��__` OUTLINE OF MELAMINE FINISH —PIN HOLE SHELF ADJUSTMENT 3/4" MDF SHELF W/ PLAS. LAM. - cv VENT HOLE -�_ EA. SIDE - - 6N � -- KIOSK UNIT _ 3/4" BOARD FINISH, TYP. �-, 4" WIRE DOOR O 2 -BARREL BOLT 4.. 1' 0. DOORS, PLASTID LAM. FINISH PULLS, TYP. i �-- DOOR GAM -LOCK , OWNER -- T—- --- - ► 3/4" PLYWOOD 3/4" INDUSTRIAL GRADE cV PROVIDED-- FIXED SHELF, MDF ADJ. SHELVES, PLAS. LAM. ON PLAS. LAM. ON EQUIPMENT �- PLAS. LAM. FINISH MELAMINE FINISH 1/4" MDF BOARD 3/4" MDF 1/4'' BAGK PANEL, BACK PANEL �/' BOARD DOORS SLIDE OUT (V MELAMINE FINISH ' SHELF ^17H - - - I- OP�N_rOATED ` — 4'' WIRE DOOR PULLS, TYP. --- - - -- R WIRE SHELVING, HEAVY DUTY �, SGHEDULED 1' - 2 1/41, 31'DWR. GLIDES \\ , - - - -Ll BASE, TYP. -- - - t- -X\ PLAS. LAM. ON 3/4'' - --- --_ -- - }, PLYWOOD BOARD, �� f-- GABINET BOX - q" 3" OPENING FOR -, -- - L1' VENTILATION 10 SEGTION K105K GABINET % SEGTION KIOSK PRIVAGY PANEL SEGTION UPPER GABINET - 14 ,1, SEGTION BREAKROOM GABINET = 1'-0" 1 1/2'' = 1'-0" 1 1/2" = 1'-O" 1 1/2" = 1'-0" 1 1/2'' U) U Uj 0 LO CD ti Q z U) x D m O ti E (V O wL? U L co rn r rn }- U Qco U m L co r M JCV L 'n j:)L U Qco LQ _ rn U � L ~ `r o"•) -i l° ��i%•. 933 � l �� F PRG WI. -.-IAM AGKAL, AIA Registration #: AR93341 COPYRIGHT© ton AC:KAL ARGHITEGTS. This document is the property of Ackal Architects, APG This Document may NOT be copied. reproduced or used without the written consent from Ackal Architects. APG. Project Number: 15-014 Date: q/13/2015 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: MILLWORK SECTION DETAILS Sheet No. A�. 4 25 of C; LL H W v W � } m � ILS LUCL m LLW � ~ � K 0 v z CDLU o 0 V p z LU LU 3 LL — N N -i l° ��i%•. 933 � l �� F PRG WI. -.-IAM AGKAL, AIA Registration #: AR93341 COPYRIGHT© ton AC:KAL ARGHITEGTS. This document is the property of Ackal Architects, APG This Document may NOT be copied. reproduced or used without the written consent from Ackal Architects. APG. Project Number: 15-014 Date: q/13/2015 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: MILLWORK SECTION DETAILS Sheet No. A�. 4 25 of C; IOTE: BELOW PICTURE OF FREEZER ELEGTRIGAL $ DATA 15 FOR :EFERENCE OF OVERALL DESIGN INTENT. CONTRACTOR TO :OORI )INATE WITH TENANT & FREEZER INSTALLER FOR EXACT MOUNTING LOCATIONS B INSTALLATION. -t - NOTE: ALL GROMMETS TO BE CENTERED WITH RECEPTACLES. VERIFY NUMBER $ LOCATION WITH TENANT NOTE: CONTRACTOR TO VERIFY LOCATIONS $ HEI61-175 W/ ELECTRICAL POWER $ SIGNAL PLANS $ NOTIFY ARGHITEGT OF ANY 1715GREPANGIES PLASMA PROCE551N6 119 1'-1" 2'-8" :L - Un dJ N m 60 60".2b'' 28' 2 '' 28 N PLA5MA FROGE551 NG ELEGTRIGAL BLOW UP 1/2" = 1'-0" 2' - q" 5'- 0" 5 0.. 2' q , I ---- -- - - I - - - - - -- - - -- -- - I - 38" 3'8" i 38" I95 i 38" 8" O gg 3�,, II n I II i i. !I IIII u u u rr- 1'-2" 3'-6" 3'-6" 3'-6" 3'-6" 4" _ I I I I SCREENING J BOOTH5 108 RECEPTION 10� .p T\ q6" 96" V-6. 10" 60 y6„ 3 2„ 231,23" RE?1�-O" PTION ELEGTRIGAL BLOW UP 1/2" :24" 1' - 8" L I I I I I I l WALL l FRAMING — I MEMBERS I I I I I I I I I I I I I I I WALL I l DEVICES I I I I I I l i i i PROVIDE I I I I I FRAMING AS I I I rr------- ---1- _ -- REQUIRED o0 0o I I I I ---I- O O ---- one l i I I I I I 1 I I I I 11 I I I I I I I I I I I I I I I I I I I I II II II I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I 1 1 i i FLOOR LINE NOTE: ADD ADDITIONAL FRAMING FOR OUTLETS NOT IN LINE WITH STUD AS REQUIRED, TYP. WALL DEVICE MOUNTING DETAIL TYP. 18" 8" '\� 3/4" = 1'-0" SYMBOL DESCRIPTION DUPLEX REGEPTAGLE DOUBLE DUPLEX RECEPTACLE I--4 DATA OUTLET i TELEPHONE OUTLET C VOICE / DATA OUTLET 0 TV OUTLET ® N PLASMA PROCE551N6 119 1'-1" 2'-8" :L - Un dJ N m 60 60".2b'' 28' 2 '' 28 N PLA5MA FROGE551 NG ELEGTRIGAL BLOW UP 1/2" = 1'-0" 2' - q" 5'- 0" 5 0.. 2' q , I ---- -- - - I - - - - - -- - - -- -- - I - 38" 3'8" i 38" I95 i 38" 8" O gg 3�,, II n I II i i. !I IIII u u u rr- 1'-2" 3'-6" 3'-6" 3'-6" 3'-6" 4" _ I I I I SCREENING J BOOTH5 108 RECEPTION 10� .p T\ q6" 96" V-6. 10" 60 y6„ 3 2„ 231,23" RE?1�-O" PTION ELEGTRIGAL BLOW UP 1/2" :24" 1' - 8" L I I I I I I l WALL l FRAMING — I MEMBERS I I I I I I I I I I I I I I I WALL I l DEVICES I I I I I I l i i i PROVIDE I I I I I FRAMING AS I I I rr------- ---1- _ -- REQUIRED o0 0o I I I I ---I- O O ---- one l i I I I I I 1 I I I I 11 I I I I I I I I I I I I I I I I I I I I II II II I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I 1 1 i i FLOOR LINE NOTE: ADD ADDITIONAL FRAMING FOR OUTLETS NOT IN LINE WITH STUD AS REQUIRED, TYP. WALL DEVICE MOUNTING DETAIL TYP. 18" 8" '\� 3/4" = 1'-0" SYMBOL DESCRIPTION DUPLEX REGEPTAGLE DOUBLE DUPLEX RECEPTACLE I--4 DATA OUTLET TELEPHONE OUTLET C VOICE / DATA OUTLET 0 TV OUTLET ® FLOOR BOX RECEPTACLE FLOOR BOX DATA OUTLET ELEGTRIGAL LEGEND 1 1/2" = 1'-0" 1 C C C C C C C L C C W D Ji 0 LO 0 Q z x :W) @ O ti E CIJ o ui L? U W co vs U < CU Q;� J�,._ W - U 000 J CV -"fw � W U Q co (Q = of U � � L ~ o m � ►•''gyp--' � ••��: Ma WI' -IA- AGKAL, AIA Reiis—a_'on u, AR93341 OOPYR16-iT© 2017 AGKA_ ARG-IIT_GTS. 7hi5 document Is the property of Acka Amhitects. APG This Document may NOT be copied, reproduced or used without the written consent from Ackal Architects. APG. Project Number: 15-014 Date: q/13/2018 Project Architect: B.A. Project Manager: A.D. Draum By: G.L. File Name: SANFORD Revised: Sheet Name: ELEGTRIGAL BLOW UP Sheet No. Aq,5 26 of 59 LL H WV � >LU 0 lel m r 1L� W m � W � ~ � I'I 7 O w Q LU �QO LULL � �o z � �� ►•''gyp--' � ••��: Ma WI' -IA- AGKAL, AIA Reiis—a_'on u, AR93341 OOPYR16-iT© 2017 AGKA_ ARG-IIT_GTS. 7hi5 document Is the property of Acka Amhitects. APG This Document may NOT be copied, reproduced or used without the written consent from Ackal Architects. APG. Project Number: 15-014 Date: q/13/2018 Project Architect: B.A. Project Manager: A.D. Draum By: G.L. File Name: SANFORD Revised: Sheet Name: ELEGTRIGAL BLOW UP Sheet No. Aq,5 26 of 59 OFFICE ELEGTRIGAL BLOW UP 3 OFFICE ELECTRICAL BLOW UP 1 1/2" = 1'-0" OFFICE ELECTRIGAL BLOW UP 2 1/2" = 1'-0" GONFERENGE ELECTRICAL BLOW UP 1/2" = 1'-0" EXAM 4 OFFICE SLOW UP 1/2" = 1'-0" BREAK I I r� LL 0 124 I I I H F— W I I I I I W O } O a. m r r � rY ArrA frz (D U J LL CJ � LU z W z W H Q 00 p z Cf) � LU O r;I cc z ct� �4 � — N CD All z Q x = O OFFIGE N W I,C? O F— W CO V> Q 07 +J U Q�Y)� LU L J N W LO Y a_ I U Q co M U � LO t1 o m � m 7/1 rg 711/ Wv"MUM WallorwWO OFFICE ELEGTRIGAL BLOW UP 3 OFFICE ELECTRICAL BLOW UP 1 1/2" = 1'-0" OFFICE ELECTRIGAL BLOW UP 2 1/2" = 1'-0" GONFERENGE ELECTRICAL BLOW UP 1/2" = 1'-0" EXAM 4 OFFICE SLOW UP 1/2" = 1'-0" �'• AR93341 sf A WILT M J. AGKAL, AIA Regi radon u: AR93341 GOPYRI5 IT© 201'1 AGK,\'- ARGHIT=GT5- TniS document 15 the property of Ackal Arcnitect5, APG Tnie, 12orument maj NOT be copied, reproduced or used without the written consent from Ackal Arcnitect5, APG. Project Number: 18-014 Date: q/13/2018 Project Architect: B.A. Project Manager: A. E.). Drawn By: G.L. File Name: F R Revised: 1\ADD#1 q/27/18 Sheet Name: ELEGTRIGAL BLOW UP Sheet No. Aq,,6R 27 Of 5q I I 1 I z U) LL 0 H F— W Q W O } O a. m r r � rY m (D U J LL CJ � LU z W z W H Q 00 p z Cf) LU O cc z ct� �4 � — N CD z Q x = O N W I,C? O F— W CO V> Q 07 +J U Q�Y)� LU L J N W LO Y a_ I U Q co M U � LO t1 o m � �'• AR93341 sf A WILT M J. AGKAL, AIA Regi radon u: AR93341 GOPYRI5 IT© 201'1 AGK,\'- ARGHIT=GT5- TniS document 15 the property of Ackal Arcnitect5, APG Tnie, 12orument maj NOT be copied, reproduced or used without the written consent from Ackal Arcnitect5, APG. Project Number: 18-014 Date: q/13/2018 Project Architect: B.A. Project Manager: A. E.). Drawn By: G.L. File Name: F R Revised: 1\ADD#1 q/27/18 Sheet Name: ELEGTRIGAL BLOW UP Sheet No. Aq,,6R 27 Of 5q I I 1 I 0 LL H W v W � } O tai m r r � LuDL m J LL � LU z W � oLU H a[ 00 p z LU LL z � �4 — N to �'• AR93341 sf A WILT M J. AGKAL, AIA Regi radon u: AR93341 GOPYRI5 IT© 201'1 AGK,\'- ARGHIT=GT5- TniS document 15 the property of Ackal Arcnitect5, APG Tnie, 12orument maj NOT be copied, reproduced or used without the written consent from Ackal Arcnitect5, APG. Project Number: 18-014 Date: q/13/2018 Project Architect: B.A. Project Manager: A. E.). Drawn By: G.L. File Name: F R Revised: 1\ADD#1 q/27/18 Sheet Name: ELEGTRIGAL BLOW UP Sheet No. Aq,,6R 27 Of 5q I I 1 I FOUNDATION PLAN SCALE: A" = 1'-0" 0'1' 2' 4' 8' 16' PLAN NOTES 1. ELEVATIONS (f), ARE FROM NOMINAL FIRST FLOOR ELEV +(0'-0"), SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCH DWGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 4. FIELD VERIFY EXISTING CONDITIONS PRIOR TO FABRICATION. N01IFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 5. GC TO INSPECT EXISTING SLAB PRIOR TO BID. PATCHING AND RESURFACING MAY BE REQUIRED. E 0 U c0 d C .2op N Zj W �p i oE`�r�! O U Z M i coo E v z i E ii I r �i i Z U W ' W � I is r N M W J �— V- �� � � Z w W (� li Z Z oil 3: Z W 3: W 0011 ' oz `1 LLJ 0 Ld 0 O w I. • Ix € W O I � L O LL- Z co 3 3 FREEZER RACK 1. T/RACK = +(MIN 2'-0" ABOVE ROOF) 2. SET TOP OF RACK LEVEL xC 0 0 I 00 N x� _ . __._..._ "' _.........._..... .... ........ LINTEL 0 0 I al I 00 N LIQ 08 S4.4 LINTEL 08 54.4 CU -2 WT=150 LBS i �X W12x26 RTU -7 _ WT= 850 LBS ` .? i EX 14K JOISTS ® 6'-0" OC 100, i EX W12x26 REINFORCE EX JOIST PER 01/S4.41 --0 I CU -1 NEW HATCH Ll WT=150 LBS SEE 1O/S4.4FOR FRAMING EX V12x26 _ I EX W1 06 SEE 10/S4.4 FOR FRAMING (TYP) C$x11.5 EX 8K JOISTS 6'-0"f OC N o W14x30 T/B +(2)�" BELOW DECK)] f, L.A RIUA26 I R j E -J 04/S4.4 I I L2NCx21"x Y" II N I BRACE (TYP) I EX 14K JOISTS ® 6'-0"f OC II N i I I II - I 4"0 STD PIPE (TYP) R EX WlOx26 f I I EX 14K JOISTS @ 6'-0"t OC EF -2 I I I I II WT=65 LBS RTU -6 WT= 1150 LBS REINFORCE EX JOIST PER 01/S4.4 C) C8xl1.5 U-) 0 W18x 0 77 8x11.5 1 l' 11/S4.4 RTU -5 WT= 900 LBS REINFORCE EX JOIST PER 01/S4.4 I I EX 24K JOITS ® 6'-0"1 OC I I RTU -2 WT= 1200 LBS EX W12x261 - RTU -4 „Q WT= 1200 LBS M W REINFORCE EX JOIST PER 01/S4.4 X W16x36 SEE DETAIL 04/S4.4 FOR CHANNEL, TYP ALL ROOF MECH EQUIP I RTU -3 WT= 1200 LBS REINFORCE EX JOIST PER 01/S4.4 REINFORCE EX JOIST PER 01/S4.4 a w M X w B/DECK +(13'-10-Y4")t B DECK +03'-104 B DECK +(13'-104 lqqv LINTEL I I RTU -1 I I I WT= 1200 LBS -� t4 =65 LBS WTB DECK WT I +(13'-1 ROOF FRAMING PLAN SCALE: %" = 1'-0" 0'1' 2' 4' 8' 16' PLAN NOTES PLAN NORTH 1. ELEVATIONS t, ARE FROM NOMINAL FIRST FLOOR ELEV +(0'-0"), SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCH DWGS FOR DIMENSIONS NOT SHOWN. 4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECH CONTRACTOR DWGS AND EQUIPMENT SUPPLIER. 5. STRUCTURAL DRAWINGS WERE NOT AVAILABLE AT THE TIME OF DOCUMENT PREPARATION. THEREFORE, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EXISTING FRAMING MEMBER SIZES AND LAYOUT PRIOR TO MATERIAL FABRICATIN AND SHOP DRAWING PREPARATION. ANY DISCREPANCIES SHALL BE DOCUMENTED AND IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER. 6. PROVIDE ROOF DECK REINFORCEMENT PER DETAIL 10/S4.4 AROUND ROOF OPENING (TYPICAL). 0 E 0 U 00 C ao N v 0 o I O U Z M €i E o u Z 3 o E 3 M C., ii ! 3 C7 �O 11 is LL_ i; (> j is Z Ic a_ I LLQ 3 J C) U 1 W � I z W a LCL u- L.L D co O t2 LO CD U z ¢ O z 0 � Z m LLJ x 00 JJ E E— N Z L?0 c} Q w � <..,J >- rn c O O 0� w J vi Ld U � Q � C�C c _j r Z 1. Z JN W Lr) co 0- 1 U Q 00 M c) T -S c D tom-, 3 �O 11 is LL_ i; j is Z Ic I LLQ 3 J I J 1 W � I is O N LCL u- w Ld ii i` U z 'Z I 3i; : O N. LL 0 � Z m LLJ sLd 00 E— Z Z Ld Q ILL Jw " O O 0� w Z vi Ld 0 C�C Z 1. Z L co 3. can t,1`4fill, ENS , F PE -0045095 iR cr >� •. STATE :'41Ja {� Mt wwddMdon AM AldftM4 AI& ftjwt Numbw: 18-014 Datt 9 3 8 .................................................................................................................... Projwt Architoct Project Manager: S.M.A. _....................._..................._...................._._...._...__.._... Drown By K.L.T. ................. _........_.......................................................... .__...._.._....._....._. Flo Nam« SAINFpqp ReAmwk Sheet Name: REFRAMM PLAN I Sheet No. E s 3 1 f iE t 29 of 54 ...................... 1 ABBREVIATIONS LIST AR ANCHOR RODS MBM METAL BUILDING MFR ABV ABOVE MCJ MASONRY CONTROL JT ACI AMERICAN CONCRETE INSTITUTE MECH MECHANICAL ADD'L ADDITIONAL MEZZ MEZZANINE ADH ADHESIVE MFR MANUFACTURER ADJ ADJACENT MIN MINIMUM AESS ARCHITECTURALLY EXPOSED MISC MISCELLANEOUS 1 -62 psf 1 STRUCTURAL STEEL MO MASONRY OPENING AFF ABOVE FINISHED FLOOR MOM MOMENT AGGR AGGREGATE MSW MASONRY SHEAR WALL AHU AIR HANDLING UNIT MSL MEAN SEA LEVEL AISC AMERICAN INSTITUTE OF MTL METAL Basic Seismic -Force -Resisting System: STEEL CONSTRUCTION MW MASONRY WALL AISI AMERICAN IRON AND NIC NOT IN CONTRACT STEEL INSTITUTE NO NUMBER ALUM ALUMINUM NS NEAR SIDE ALT ALTERNATE NTS NOT TO SCALE APA AMERICAN PLYWOOD ASSOCIATION 0/0 OUT TO OUT APPROX APPROXIMATE OA OVERALL ARCH ARCHITECT OC ON CENTER ARCH'L ARCHITECTURAL OD OUTSIDE DIAMETER ASTM AMERICAN SOCIETY OF OF OUTSIDE FACE it TESTING MATERIALS OH OVER HEAD AWS AMERICAN WELDING SOCIETY OPNG OPENING L ANGLE OPP OPPOSITE BAL BALANCE OPP HD OPPOSITE HAND BB BOND BEAM OSB ORIENTED STRAND BOARD B/B BACK TO BACK OSL OUTSTANDING LEG BC BOTTOM CHORD OVS OVERSIZE HOLE BD BOARD PAF POWDER ACTUATED FASTENER BLDG BUILDING PC PRECAST BLK BLOCK PL PLATE BLW BELOW PLF POUNDS PER LINEAR FOOT BM BEAM PLYWD PLYWOOD BOTT BOTTOM PNL PANEL BP BEARING PLATE PROJ PROJECTION BRDG BRIDGING PSF POUNDS PER SQUARE FOOT BRG BEARING PSI POUNDS PER SQUARE INCH BRK BRICK PSL PARALLEL STRAND LUMBER BS BOTH SIDES PT PRESSURE TREATED BSMT BASEMENT PTN PARTITION BTWN BETWEEN PVMT PAVEMENT BUC BUILT UP COLUMN R RADIUS c CAMBER RD ROOF DRAIN C/C CENTER TO CENTER REF REFERENCE CANT CANTILEVER REINF REINFORCE(D) (ING) (MENT) CAIS CAISSON REQ'D REQUIRED CFS COLD FORMED STEEL REV REVISION/REVISED CJ CONTROL AND OR RO ROUGH OPENING CONSTRUCTION JOINT RRD ROOF RELIEF DRAIN CL CENTERLINE RTN RETURN CLR CLEAR RTU ROOF TOP UNIT CMU CONCRETE MASONRY UNIT RW RETAINING WALL COL COLUMN SCHED SCHEDULE COORD COORDINATE SECT SECTION COMP COMPACTED SHT SHEET CONC CONCRETE SIM SIMILAR CONN CONNECTION Si SAWCUT JOINT CONST CONSTRUCTION SJI STEEL JOIST INSTITUTE CONT CONTINUOUS SL SLOPED CONTR CONTRACTOR SLRS SEISMIC LOAD RESISTING CTR CENTER SYSTEM CTR'D CENTERED SPA SPACE(S) DIA DIAMETER SPECS SPECIFICATIONS DIAG DIAGONAL SQ SQUARE DIM DIMENSION SS STAINLESS STEEL DL DEAD LOAD SSL SHORT SLOTTED HOLES DLT DEEP LEG TRACK STD STANDARD DO DITTO STIFF STIFFENERS DN DOWN STL STEEL DTL DETAIL STRUCT STRUCTURAL DWG DRAWING SW SHEAR WALL DWL DOWEL SYMM SYMMETRICAL EA EACH T&B TOP AND BOTTOM EE EACH END T&G TONGUE AND GROOVE EF EACH FACE TB TIE BEAM EJ EXPANSION JOINT TC TOP CHORD ENG ENGINEER TEMP TEMPERATURE ELEV ELEVATION TF TRENCH FOOTING ELECT ELECTRICAL THK THICK EOD EDGE OF DECK THKS THICKENED SLAB EOS EDGE OF SLAB THR'D THREADED EQ EQUAL TL TOTAL LOAD EQUIV EQUIVALENT TOP'G TOPPING ES EACH SIDE TRANS TRANSVERSE EW EACH WAY TYP TYPICAL EXIST -EX EXISTING UNO UNLESS NOTED OTHERWISE EXP EXPANSION VERT VERTICAL EXT EXTERIOR VIF VERIFY IN FIELD F/ FACE OF W/ WITH FD FLOOR DRAIN WD WOOD FDN FOUNDATION WO WINDOW OPENING (MASONRY) FIN FINISH WP WORKING POINT FLR FLOOR WT WEIGHT FLG FLANGE WWF WELDED WIRE FABRIC FS FARSIDE ELEVATION TOP AND FTG FOOTING BOTTOM OF LIST GA GAUGE GALV GALVANIZED T/ ELEVATION, TOP OF GB GRADE BEAM B/ ELEVATION, BOTTOM OF GC GENERAL CONTRACTOR T/BB TOP OF BOND BEAM GL GLULAM T/BM TOP OF BEAM GR GRADE T/CONC TOP OF CONCRETE HC HOLLOW CORE T/F TOP OF FOOTING HD HOLD DOWN T/LDG TOP OF LEDGE HGT HEIGHT T/MAS TOP OF MASONRY HI HIGH T/P TOP OF PIER HK HOOK T/SLAB TOP OF SLAB HORIZ HORIZONTAL T/STL TOP OF STEEL HP HIGH POINT T/W TOP OF WALL HS HEADED STUD T/GB TOP OF GRADE BEAM HSS HOLLOW STRUCTURAL SECTION T/CAIS TOP OF CAISSON ID INSIDE DIAMETER B/PL BOTTOM OF PLATE IF INSIDE FACE B/F BOTTOM OF FOOTING INFO INFORMATION INT INTERIOR SYMBOLS I NV I NVERT 0 DIAMETER JST JOIST DEGREE JT JOINT ELEVATION K KIP KO KNOCK OUT t PLUS OR MINUS LB POUND LDG LEDGE LG LONG LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LNTL LINTEL LSL LONG SLOTTED HOLES LONG LONGITUDINAL LP LOW POINT LVL LAMINATED VENEER LUMBER MAS MASONRY MAT'L MATERIAL MAX MAXIMUM COL MARK, SEE SCHEDULE FOR ACTUAL SIZE, BASE PLATE AND ANCHOR RODS INDICA TES THICKENED SLAB SEE SCHEDULE P16 BELOW WALL P16 =PIER, ///"` TIP =TOP OF PIER ELEV TP -(0'-8') +�k F40 = COL FTG MARK SEE SCHED F40Cq 550 T/F = TOP OF FTG ELEV T/F-(2'-8') "' i i °1 I 101 POCHE INDICA TES r ? LIMITS OF SLAB - DEPRESSION L _I L -J I N CONCRETE MASONRY UNIT WALL (MW) ---'_m T SLAB SEE SCHED FOR SIZE AND REINF HATCH REPRESENTS -(0'-6") i MASONRY WALL IINDICA7ES TOP OF W T = TOP OF WALL ELEV CONC SLAB / I INDICA TES STEP CONCRETE WALL (CW), SEE SCHEDULE- IN CHEDULE I I INDICA TES BUILT UP IN FTG FOR WALL THICKNESS AND REINF a I COLUMN ----N-------------r �CW8 T/W_(08") J J ---- o ------------L SWF24 T/F-(2'-8') 41 1/S400 Cn - CONCRETE WALL FTG (WF), SEE SCHED FOR FTG SIZE AND REINF INDICATES PLAN DETAIL TIF = TOP OF FTG ELEV -Z/ SECTION CUT COL GRID, COLUMNS CENTERED ON GRID INTERSECTIONS UNO FOUNDATION PLAN LEGEND don., Mei COL GRID, COLUMNS CENTERED ON GRID INTERSECAONS, LINO (? EDGE OF DECK, CONT PERIMETER ANGLE IIo �* 1 W1422 _ +p' -OT- +(22'-11-) OPENING THRU T - DECK AND FRAMING BEAM CAMBER- ` N 0 + INDICATES SEC77ON CUT NUMBER OF SHEAR STUDS -moo _ cx'4 1 S400 3 � LO - TOP OF STL ELEV INDICATES JOIST SIZE -*'+(23'-11") 2/S400 Q INDICA TES PLAN DETAIL o REACTION Z IN KIPS TOP OF JOIST GIRDER ELEV--­'-" N o N TOP OF STL ELEV JOIST GIRDER SIZE z + Z N 00 r BEAM SIZE c i 32LH12 JOIST SIZE r� - HORIZ BRIDGING �\ i INDICA TES KNEE BRACE "X" BRIDGING. n Y / \\ W14x22 +(24'-0") it ELEVATION MOMENT CONNECTION 7INDICATES BRACING 1/S500 INDICA TES FRAM/NG ELEVA TION FRAMING PLAN LEGEND SCALE: NTS STEEL COLUMN SCHEDULE MARK SIZE BASEPLATE ANCHOR RODS THICK WIDTH LENGTH NO SIZE HSS6x9fe HSS6x6x%6 30 psf 9X" 12" 4 �4'" COLUMN SCHEDULE NOTES: 1. See typical details for column base construction. CAST -IN-PLACE CONCRETE NOTES RC1. All concrete shall have the following 28 day compressive strengths: STRENGTH ENTRAINED AIR LOCATION 3000 psi 0% All foundations and footings 4000 psi 6%+/-1.5% Exterior slabs, piers, walls, columns, grade beams and concrete exposed to freezing 4000 psi 0% Interior slabs, fill for metal deck and all other interior concrete RC2. All reinforcing shall conform to the following concrete cover. COVER LOCATION 3" Foundations & Footings: All surfaces; Exterior Slabs: Bottom; Grade Beams & Trench Footings: All surfaces; All concrete cast against soil 2" Exterior Walls, All Piers & All Pilasters: All surfaces; Exterior Slabs: Top; All exterior concrete 1 1/2" Interior beams, columns & walls: All surfaces; All concrete not exposed to weather or in contact with ground 3/4" Interior slabs & Walls RC3. Welded Wire Fabric (WWF) for slabs and fill for metal deck shall be placed in the upper -third of the slab or fill. See details. RC4. All reinforcing steel shall be detailed, supplied and placed in accordance with ACI 315, ACI 318 and CRSI MSP -1. RC5. All reinforcing steel shall be shop fabricated and, where applicable, shall be wired together and conform to ASTM A-615, Grade 60. RC6. Chamfer edges of exposed concrete 3/4", unless noted otherwise. RC7. Contractor shall make four, 6"x12" test cylinders for each 50 cubic yards of concrete poured for each days operation. Break 1 at 7 days, 2 at 28 days and retain spare. RC8. All welded wire fabric shall conform to ASTM A185, Fy(min) of 65 ksi. All welded wire fabric laps shall be 8". RC9. All finished concrete, concrete formwork and falsework shall be in accordance with ACI 301. Contractor is solely responsible for the design and construction of all formwork, falsework and shoring. RC10.Provide sleeves for all openings in grade beams or walls to totally separate pipe from concrete. RC11.Plastic Vapor Retarder: ASTM E 1745, Class A, not less than 10 mils (0.25 mm) thick, see specifications. Include manufacturer's recommended adhesive or pressure -sensitive joint tape. RC1 2.Adhesive Anchors and Adhesives Used for Reinforcing Anchorage: 1. The adhesive anchor system used for post -installed anchorage to concrete shall conform to the requirements of the most recently published ACI 355.4. 2. Adhesive anchors indicated are the Basis -of -Design. Approved equal meeting ACI 355.4 is permitted. 3. Bulk -mixed adhesives are not permitted. 4. Anchors shall be supplied as an entire system with manufacturer's recommendations adhered to. 5. Adhesive anchors shall be installed by qualified personnel trained to install adhesive anchors. 6. Installation of adhesive anchors horizontally or upwardly inclined shall be performed by personnel certified by the ACI/CRSI Adhesive Anchor Installer Certification program. 7. Adhesive anchors installed in horizontal or upwardly inclined orientations shall be continously inspected during installation by an inspector specially approved for that purpose. RC13.Bonding agent for bonding fresh concrete to hardened concrete: ASTM C 1059/C 1059M, Type II, non-redispersible, acrylic emulsion or styrene butadiene. STRUCTURAL STEEL NOTES SS1. All structural steel shall conform to the following W Shapes ASTM A992, Grade 50. Angles, Channels, Plates, Bars ASTM A36 (Fy=36 ksi) HSS Tubes ASTM A500, Grade B (Fy=46 ksi) HSS Pipes ASTM A500, Grade B (Fy=42 ksi) Anchor Rods ASTM F1554, Grade 36 SS2. All steel shall be detailed, fabricated and erected in accordance with: AISC 360 "Specification for Structural Steel Buildings", Allowable Strength Design (ASD) AISC 303 "Code of Standard Practice" SS3. If beam reaction is not indicated, design connection for minimum 10 k reaction. SS4 All bolted connections shall be made with 3/4" diameter, A325 bolts with nuts and washers, unless otherwise noted. All connections shall be shear bearing connections tightened to snug -tight condition, unless otherwise noted. SS5. All shop and field welds shall be made using E70 electrodes or equivalent. Welds shall be 1/4" fillet welds (minimum) unless otherwise indicated. SS6. Steel fabricator shall obtain the size and location of all openings for grilles, louvers, ducts, etc. before proceeding with the fabrication and erection of any required frames. SS7. Provide temporary bracing of the structure until all permanent lateral support is in place. SS8. Structure Stability: The entire roof and/or floor decking materials must be fully erected and connected to the supporting steel before temporary, erection bracing is removed. WIND COMPONENT & CLADDING PRESSURES Wall Descriptior ASCE 7 FigurE Zones +4/+F Zone -4 Zone Parapet Descriptior ASCE 7 FigurE Zone 4 Zone Roo Descriptior ASCE 7 FigurE Zones +1,+2,< Zone -1 Zone -z Zone 21 Overhang Description ASCE 7 Figure Zone -2 OH Zone -3 OH Wall C&C Gross Strength Wind Pressures 10 SQFT 20 SQFT 50 SQFT 100 SQFT 200 SQFT 30.4-1 30.4-1 30.4-1 30.4-1 30.4-1 30 psf 30 psf 29 psf 27 psf 26 psf -28 psf -28 psf -28 psf -26 psf -25 psf -38 psf -38 psf -36 psf -34 psf -31 psf Parapet C&C Gross Strength Wind Pressures 10 SQFT 20 SQFT 30 SQFT 100 SQFT 20 SQFT 30.4-2A 30.4-2A 30.4-2A 30.4-2A 30.4-2A 78 psf 72 psf 63 psf 55 psf 54 psf 108 psf1 93 psf 72 psf 55 psf 54 psf Roof C&C Gross Strength Wind Pressures 10 SQFT 20 SQFT 50 SQFT 100 SQFT 200 SQFT 30.4-2A 30.4-2A 30.4-2A 30.4-2A 30.4-2A 13 psf 12.76923 12.24351 11.34479 11.3447936 -34 psf -34 psf -33 psf -32 psf -32 psf -48 psf -48 psf -45 psf -38 psf -38 psf -62 psf 1 -62 psf 1 -53 psf 1 -38 psf -38 psf Overhang C&C Gross Strength Wind Pressures 10 SQFT 20SQFT 50 SQFT 100 SQFT 200 SQFT 30.4-2A 30.4-2A 30.4-2A 30.4-2A 30.4-2A -56 psf -55 psf -54 psf -53 psf -47 psf -89 psf -71 psf -47 psf -29 psf -29 psf Notes: 1. Pressure zones are shown in ASCE 7-10. 2. Pressures shown are +/- internal pressure. 3. Values based on Wind Speed V (Ult) = 140 mph 4. (-) Pressure is suction perpendicular to surface. 5. (+) Pressure is perpendicular to surface. 6. Zones 2,3 & 5 Distance = 13 ft. GENERAL NOTES DESIGN TABLE Model Building Code: Local Building Code: Model Code Standard: Steel Standard: Steel Seismic Standard: Concrete Standard: Masonry Standard: Wood Standard: Risk Category: ROOF DESIGN LOADS Main FLOOR DESIGN LOADS Floor 2012 International Building Code 6th Edition, 2017 Florida Buildinc ASCE 7-10 AISC 360-10 ASD AISC 341-10 ASD ACI 318-11 ACI 530-11 AITC/APA/NDS Current Ed. II Normal Risk Dead Live Snow 40.0 psf 20.0 psf 0.0 psf Dead Live Partition 55.0 psf 100.0 psf SOILS Spread Wall Allowable Bearing Pressure (Assumed), qa: 2000 psf 2000 psf Soil Density, yt: 120 pcf Minimum Foundation Bearing Depth: 36 in SLAB ON GRADE Compacted Fill Thickness: 6 in Compaction Specification: 95% Modified Proctor D-1557 SNOW DESIGN CRITERIA Ground Snow Load, Pg: 0 psf Flat Roof Snow Load, Pf: 0 psf Importance Factor, Is: 1.0 Exposure Factor, Ce: 1.0 Partially Thermal Factor, Ct: 1.0 Heated Warm Slope Factor, Cs: 1.0 WIND DESIGN CRITERIA Ultimate Wind Speed, Vult: 140 mph Design Wind Speed, VASD: 110 mph Enclosure Class: Enclosed Internal Pressure Coefficient, GCpi: 0.18 SEISMIC DESIGN CRITERIA Importance Factor, le: 1.00 Mapped Spectral Response, SS: 0.079 Mapped Spectral Response, Si: 0.04 Site Class: D Design Spectral Response, SDs: 0.084 Design Spectral Response, SD1: 0.064 Seismic Design Category, SDC: A Overstrength Factor, 0: 2.5 Seismic Response Coefficient, Cs: 0.021 Response Modification Coeff., R: 4 Unfactored Design Base Shear, V: #VALUE! Analysis Procedure: ELFA Basic Seismic -Force -Resisting System: A. Bearing Wall Systems 2. Ordinary reinforced concrete shear walls 0 U 00 Ch C 00 N i7 W 0 E is OU Z M ii cooE u0! L? 2G M S CL .. G1. Reactions and forces indicated are unfactored, Allowable Strength Design (ASD) loads. G2. If Drawings and specifications are in conflict, the most stringent restrictions and requirements shall govern. Contractor shall bring all discrepancies to the attention of the engineer immediately. G3. Verify all existing conditions prior to any construction or fabrication. If different than shown, notify engineer/architect immediately for modification of drawings. G4. All contractors are required to coordinate their work with all disciplines to avoid conflicts. The architectural, mechanical, electrical and plumbing aspects are not in the scope of these drawings. Therefore, all required materials and work may not be indicated. It is the contractor's responsibility to coordinate these drawings with all other construction documents. Refer to architectural drawings for all dimensions not shown on these drawings. Locations, sizes and numbers of all openings may not be completely indicated in the structural drawings. The respective contractor shall verify their work with all other disciplines. G5. The contract documents represent the structure only. They do not indicate the method of construction. The contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, but not limited to, bracing, shoring, underpinning, etc. the Engineer of Record is not responsible for the contractor's means, methods, techniques, sequences or safety procedures during construction. G6. Notes and details shall take precedence over general structural notes. Where no details or sections are shown, construction shall conform to similar work on the project. Typical sections and details may not be cut on the plans, but apply unless noted otherwise. MASONRY AND REINFORCED MASONRY NOTES M1. Minimum 28 day compressive strength of concrete masonry units shall be 2800 p.s.i. based on net area of the unit. Specified design compressive strength of masonry shall be fm = 2000 p.s.i. All units for exterior walls, load-bearing walls and shear walls shall be normal weight block. M2. All mortar shall be Type S. No admixtures may used unless approved by architect/engineer. Mortar shall not be used for grouting cores or filling bond beams. M3. All block shall be laid in a running bond pattern. M4. Course grout shall be used where grouting is required. Slump shall be 8" +/- 1". Minimum grout compressive strength shall be 3000 p.s.i. M5. All reinforcing shall be ASTM A615 Grade 60 (Fy=60 ksi). Lap all reinforcing a minimum of 48 bar diameters. M6. Center vertical reinforcing in block cores, unless noted otherwise. M7. See architectural and specifications for all control joint locations. Reinforcing in bond beams shall be discontinuous at control joints. M8. Provide ladder type horizontal joint reinforcement at 16" o.c. Side rods and cross rods shall be #9 wire, galvanized, see specifications. Cut joint reinforcement at control joints. M9. Provide "L" bars at all bond beam corners as required. M10. Fill cores of block solid with grout two full courses below the bearing of all beams or lintels supported on masonry. M11. All attachments to block shall be made with Hilti HLC 1/2" diameter x 3" sleeve anchors, unless noted otherwise. Anchors shall be installed per manufacturer's recommendations. M12. See typical schedules for masonry and steel lintels not indicated on plans. M13. All masonry units below grade to be grouted solid. M14. Provide ties to all structural steel. M15. All interior, non -load bearing masonry walls over 12'-0" high, shall be supported on thickened slab as per typical detail. Wall vertical reinforcing shall be #5 @ 48" OC full height. Unless noted otherwise. M16. All cores with reinforcing steel shall be grouted solid, full height of wall. FW Q LO 0 r- Q Z U) x D �q 0_J E N 0 u_i U � co � co w ryrr � a _1 N LU Tco cc �D r m ::.......................................................................................................................:..... I; I i O LL i U11 W J l Lv pe) 11 � V N I. M LTJ J is I. _ F_ � 3p 3: Z W Z i z O 'U 0 is z W J W 00 3, _Z W Q O 0all w it 7O ii i'• LTJ 0 O Z 3 II Z � csD Q - _ N V) ��ltilll/Ot� •�ooo %o V.'• PE -0045095 STATE OJ: "4f ��I 1 M film Ift dumait� on Apgov AM 10- �f I�WI Amillai1M A Project Nu, iim 18-014 .................................................................................................... Dates 0/'13/2018 ............................................................... Project Architect: - ...................................................................................................................... Project Manager: S.M.A. ............. _............... ...._...._......_.............................. ........... ..._...._._..... Drown By: K.L.T. Flo Nam q- ANFn off Sheet Name: IAL NO' Sheet No. S4* 1 30 of 54 4 4 4 CO F— U W F— co 0 CD 0 r - Q z Q Cl) x ::) M O E N 0 W � � � U W00 Q m � J � - � L M -i N W � � i U _ � M O � • ry O Z U W J W M O o M Q� w n LL. Z w W U z,0 O Q U Z m�� W o0 �- z z ry J LLJW 00 0 w � Z w 0 �z Z NV) ....................................................................................................................... ...................................................................................................................... :,e,®•�`G•E N S�•O®oma: v.`• PE -0045095 o w ..� STATE OF 1 AWI SWIM MSC Project Number: IS—M4 ............... - ........................................................................................ Date 9/13/2("S ...................................................................................................................... Project Architect ...................................................................................................................... Project Manages. S.Y.A. ...................... _......... .... .......... ......................... ..... ... _._._..._....._._..... Drown By K.LT, Flo Name SANFqRD Radeed Sheet Name: SPEM4L iNsi�c�naN Sheet No. CUT EX SLAB AS REQ'D AND RESTORE SLAB TO MATCH AFTER COLUMN INSTALLATION #4 x 1'-2" ® 16" OC EPDXY 4" INTO EX SLAB W/ HILTI HIT—HY200 (TYP)"� THREADED ROD EPDXY 6 INTO EX FTG w/ HILT] HIT—HY200 I I I I OL T SLAB.....j.�1 i....... +(SEE PLAN) r.... I I #5x2'-4"®12"OC EPDXY 8" INTO EX SLAB W/ HILTY HIT—HY200 (TYP) SECTION SCALE: -Y4" = 1'-0" SLAB CONTROL JOINT TYPICAL AT ALL COLUMN LINES SLAB THICK MAX JOINT SPACING JOINT DEPTH WWF DEPTH FROM TOP 4" 13'-0" 1"0 2" 5 15 —0 1Y" VC 6" 15'-0 1 " 2" 7 18 —0 --174"— 2" 8 20 —0 2" 2h" 9'0---24'-0" 3"0 2y" " 10 25 —0 2h" 3 12" 25-0" 3" 31�" I I X" SAWN CONTROL JOINT, I -" NON—SHRINK GROUT ALL JOINTS SHALL BE SAWN WITHIN 12 HOURS InF ;1 2 � Li. �w SEE PLAN SEE PLAN #5 ®12" OC MAX "r� sire:: ': �9�i�i�i'�:��:r: �_i: 11 ' • / 1 •1 NOTE: CONTRACTOR TO PROVIDE CONTROL JOINT(S) IN RECESSED FREEZER SLAB TYPICAL SLAB CONTROL JOINT 08 DET007_18118 54.3 SCALE: NTS POUR SLAB, LEAVING OUT AREA AROUND COLUMN. INFILL WITH CONCRETE AFTER SLAB HAS CURED EXPANSION JOINT MATERIAL NOTE: PROVIDE FOR ALL SLABS ON GRADE AT ALL BUILDING COLUMNS, UNO TYPICAL COLUMN ISOLATION JOINT SCALE: -NTS ANCHOR ROD DOUBLE NUT GROUT HEIGHT Y"0 2" %no 2" 1"0 2" 1)6"0 2" 1Y"0 2" 1h"0 2" 2"0 3" 2X�"0 3" PLAN CONC-006B 0 0 N v N N M QJ O 10 N � N O C 10 t% a c L LuE 8 U E 0 U 00 c C o0 41 N (} W .p C04 E q 0 O O [ O U Z M oo 00 L9 u9 3 'o E INTERIOR EXTERIOR DOWEL PER #4x24"x24" DETAIL 03/S403 J!" EXP JT MAT°L s ®16" OC PAVEMENT (SEE EX SLAB CONC SLAB SITE/CIVIL DWGS) T SLAB SLOPE ........................ +(SEE PLAN) x bod a (2)#5 x CONT o GRANULAR FILL N i,.; •" l J J t.; 21—On� I,. #4 x T12" OC COMPACTED #53 '::::: `:.:': EPDXY 6" INTO EX FTG STONE ;;:-;= WALL w/ HILA—HIT HY200 r T", d _. .:,",---EX , ` FOUNDATION WALL (VIF) ....................................... i .: .:?: .... ................ EX CONC FTG \. I ,. TYICAL nun WALL INFILL DETAILu � TYPICAL SECTION AT ENTRY CONC-006 S4.3 SCALE: NTS ANCHOR ROD HOLE DIAMETER EDGE DISTANCE 74"0 1�6"0 1}�" %no 1 �6"0 st a d N� J a. n SEE PLAN 1"o %no 1• 1 1' ' 1 I'_.JI_ji/1�/,y��II�_ 1 1 1 1• 2' 2V4" 1Y"0 1 ;0 2h" 1h"0 2"0 3" VZOROA 2X"0 4" 2VO 3"0 4V 1 KENN, mi 1/ �W M 3 I I no pArem.6=901 N 0 1 • 0 0 N v N N M QJ O 10 N � N O C 10 t% a c L LuE 8 U E 0 U 00 c C o0 41 N (} W .p C04 E q 0 O O [ O U Z M oo 00 L9 u9 3 'o E INTERIOR EXTERIOR DOWEL PER #4x24"x24" DETAIL 03/S403 J!" EXP JT MAT°L s ®16" OC PAVEMENT (SEE EX SLAB CONC SLAB SITE/CIVIL DWGS) T SLAB SLOPE ........................ +(SEE PLAN) x bod a (2)#5 x CONT o GRANULAR FILL N i,.; •" l J J t.; 21—On� I,. #4 x T12" OC COMPACTED #53 '::::: `:.:': EPDXY 6" INTO EX FTG STONE ;;:-;= WALL w/ HILA—HIT HY200 r T", d _. .:,",---EX , ` FOUNDATION WALL (VIF) ....................................... i .: .:?: .... ................ EX CONC FTG \. I ,. TYICAL nun WALL INFILL DETAILu � TYPICAL SECTION AT ENTRY CONC-006 S4.3 SCALE: NTS ANCHOR ROD HOLE DIAMETER EDGE DISTANCE 74"0 1�6"0 1}�" %no 1 �6"0 st a d N� J a. n SEE PLAN 1"o %no 2" 1A"o 1%"0 2V4" 1Y"0 1 ;0 2h" 1h"0 2"0 3" 2"0 2X"0 4" 2VO 3"0 4V BASEPLATE — COLUMN SEE SCHEDULE Y" LEVELING I I PLATE " NON— SHRINK, i i OUB NUTS NON METALLIC — NO LEVELING PL REQ'D C GROUT , (IF DOUBLE NUTS ARE I — SEE SCHEDULE FOR GROUT HEIGHT NOT USED) I I T SLAB, PIER OL 77 WALL OR FTG 'P. d. ANCHOR RODS TYPICAL COLUMN BASE DETAIL 10 SCALE: -Y4"=1'-0" STL-002 NEW SLAB TO MATCH EX SLAB THICKNESS, REINF AND VAPOR BARRIER (TYP) r— EX SLAB EX WALL #4 x 1'-0" ® 16" OC w/ HILTI HIT HY-200 EPDXY EMBED 4" INTO EX SLAB ,7 MAS -006 S4.3 SCALE: NTS FND-004C_18118 S4.3 SECTION SCALE: Y4" = 1'-0" #4x 1'-10" ® 16" OC - w/ HILI] HIT HY-200 EPDXY EMBED 4" INTO EX SLAB (TYP) SECTION SCALE: Y4" = 1'-0" (3) #5 x CONT PL Y4"x9Vx 12" w/ (4) V0 THREADED ROD w/ HILT] HIT HY-200 EPDXY EMBED 6" INTO EX FOOTING EX CONC WALL HSS COLUMN — SEE PLAN SAW—CUT & REMOVE EXIST FLOOR SLAB AS NEEDED TO INSTALL PIPING, CONDUITS, FLOOR DRAINS, FLOOR BOXES, ETC. CONC SLAB (MATCH EX) 4x18" ® 16 -OC (SET LEVEL) EX CONC (CTRD ON JOINT) SLAB T/SLABgK +(SEE PLAN) — ®12" OC w/ HILTI HIT HY-200 EPDXY EMBED 8" VAPOR RETARDER OR VAPOR INTO EX FOOTING PIPES) OR ELECTRICAL BARRIER (REPAIR AS NEEDED) CONDUIT(S) — SEE MEP DRAWINGS COMPACTED GRANULAR FILL rO'6� TYP PIPE/CONDUIT TRENCH DETAIL /1 •a a eMJ • 4 SEE PLAN ...1.......... st a d N� J a. n SEE PLAN sas SECTION SCALE: Y4" = 1'-0" #4x 1'-10" ® 16" OC - w/ HILI] HIT HY-200 EPDXY EMBED 4" INTO EX SLAB (TYP) SECTION SCALE: Y4" = 1'-0" (3) #5 x CONT PL Y4"x9Vx 12" w/ (4) V0 THREADED ROD w/ HILT] HIT HY-200 EPDXY EMBED 6" INTO EX FOOTING EX CONC WALL HSS COLUMN — SEE PLAN SAW—CUT & REMOVE EXIST FLOOR SLAB AS NEEDED TO INSTALL PIPING, CONDUITS, FLOOR DRAINS, FLOOR BOXES, ETC. CONC SLAB (MATCH EX) 4x18" ® 16 -OC (SET LEVEL) EX CONC (CTRD ON JOINT) SLAB T/SLABgK +(SEE PLAN) — ®12" OC w/ HILTI HIT HY-200 EPDXY EMBED 8" VAPOR RETARDER OR VAPOR INTO EX FOOTING PIPES) OR ELECTRICAL BARRIER (REPAIR AS NEEDED) CONDUIT(S) — SEE MEP DRAWINGS COMPACTED GRANULAR FILL rO'6� TYP PIPE/CONDUIT TRENCH DETAIL /1 DET002 18118 sa3 s coNc—oosA sas DET005_18118 EX VAPOR RETARDE (REPAIR AS NEEDEC NEW CONCRETE SLAB COMPACTED SUB 11A__1 g" 0 16" OC (SET LEVEL) D ON JOINT) EX CONC SLAB COMPACTED GRANULAR DRAINAGE FILL SUB—BASE TYPICAL NEW/EXISTING SLAB JOINT o SCALE: NTS coNc—oosA S4.3 0 t— <t 0 CD c..7 Q z 0 cn ty 0 !Y 12 Q0 O LO Q N Z Q X _j rN N O L � U w � Qrn U " w >Q L M J N w U Sco m � C1 moi` ...................................................................................... 3 3 if 3 . is I I 33�33 ` • • i N I i is L.L I 'Z I U 3j Ld 1 �W M 3 I I N 0 1` W 1i L L Z w i bi U D Z 3ii � s 0 LL 0 Z W J �W °i— 00 10Z W Z Q — Lij I..L V) 0 O 0 w ii ? W 0 Z I'z (OQ i'........................... _... ..__...._._......................................... N to ..............._.....__. i Y � Y�� s ® cp�cy P`'R JO�S�S - CL OQF' 0 JOIST Y z G� w F_ ]OPENING � N CL ATOR NINGS. J. r m%jVIOL I F11J UL 1 NIL Ml HLL VI'LNiffiJJ k7Rr M I LIC THAN 12" SQUARE. TYPICAL ROOF OPENING FRAMING SECTION ��JJ VVLV1111\ SINGLE SHEAR PLATE CONNECTION SCHEDULE END REACTION i OF BOLT LINES 0 thru 21.2 kips 2 21.3 thru 31.8 kips 3 31.9 thru 42.4 kips 4 42.5 thru 53.0 kips 5 53.1 thru 63.6 kips 6 63.7 thru 74.2 kips 7 74.3 thru 84.8 kips 8 84.9 thru 95.4 kips 9 y' V I M # OF BOLT LINES (SEE SCHEDULE) W PLATE * BOLTS SHALL BE -" DIA A325 (UNO) * SEE PLAN FOR END REACTIONS * ALL PLATES ARE W THICK (UNO) M EX CONC L 7�L WALL I OF BOLT LINES (SEE SCHEDULE) 7% * BOLTS SHALL BE %' DIA A325 (UNO) * SEE PLAN FOR END REACTIONS * ALL ANGLES USED SHALL BE L4x3x3(e (UNO) ALL -BOLTED DOUBLE ANGLE CONNECTION SCHEDULE END REACTION 157 BOLT LINES 0 thru 40.8 kips 2 40.9 thru 63.6 kips 3 63.7 thru 83.9 kips 4 84.0 thru 104.0 kips 5 04.1 thru 124.0 kips 6 24.1 thru 145.0 kips 7 45.1 thru 165.0 kips 8 65.1 thru 185.0 Idpsj 9 TYP STEEL BEAM CONNECTIONS eo 03 SCALE: NTS STL-021 S4.4 SCALE: Y4" = 1'-0" DET004_18118 S4.4 SCALE: NOT TO SCALE 1u" a" (7) FO SPACFS 0 12" OC STA(.'GFRFP on 114" SHIM AS REQ'D - COLUMN X16 SECTION EX JOIST SEE ABEAM PL Y"x8"x12" w/(4) "0 BOLT C8x11.5 EA SIDE ;s i i "0 THRU 4 BOLT aa. 7-- B/STEEL SECTION A SECTION SCALE: Y4" = 1'-0" DET009_18118 54.4 SCALE: Y4" = 1'-0" DET006_18118 IBEX CMU WALL OR CONC WALL e ! B OPENING SEE ARCH NEW L4"x3,h"x%" V. GALV NOTE: ANGLE EA SIDE - PROVIDE MIN 8" INSTALL ANGLES PRIOR TO BEARING EA END. REMOVING THE WALL SECTION SCALE: -Y4" = 1'-0" MC8x18.7 x CONT - Y4 "x8"x8" BASE PLATE w/ (4) %"0 A325 BOLTS TO BEAM EXIST DECK -A L2Xx2Y2xY4 BRACES EA PIPE COL 3'-2" 1'-7" 1 1'-7" Y4 DET021 _18118 kS4.4 C6x10.5 RTU - SEE MECH DWGS T/STI Lo 0 0 1 I I I I I I z I I � %"CONN CTION PLATE w 4 "DIA A325 I C801.5 0l BOLTS) i (TYP 0 COLS) N Y4 I I Y4 4 DIA STD PIPE COLUMN I I I j j Y4 I I I I Y" STIFF TYP 4ie PLATE EA FACE CTR'D ON COL EXIST JOIST BEAM (SEE PLAN) ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIPPED GALVANIZED (TYP) (SEE PLAN ro'8� SECTION @ FREEZER UNIT SUPPORT DET028_18118 \,S4.4% SCALE: NOT TO SCALE DET011 _18118 F L /g x -r n U n/ (3) Y"0 A325 BOLTS SECTION SCALE: -Y4" = 1'-0" X BEAM (VIF) EX JOIST - OTCH THE WEB AS SEE PLAN EQ'D TO ACCOMMODATE „TTACHMENT NOTE: ROOF DECK IS NOT SHOWN rog--*NSECTION DET008_18118 kS4.4J SCALE: ;Y4" = 1'-0" BEAM - SEE PLAN JtQULNUL: 1. SHORE EXISTING JOISTS PRIOR TO REMOVING EXISTING CONCRETE WALL 2. CUT THE EXISTING JOIST SEAT FROM THE EXISTING PLATE 3. INSTALL NEW BEAM 4. WELD EXISTING SEAT TO NEW BEAM EX JOIST Me SEAT REINFORCING: Y" PLATE (1 EA FACE) AWEB REINFORCING: (2) L1 x1x)(6 E 0 U 00 r C co v r N - W `0 i oa��i p U Z M E u z �) E r 3 � M CL CL JOIST SYMMETRICAL REINFORCEMENT �B B -CHORD REINF: (2)-" DIA A36 RODS, T&B D JOIST ELEVATION 1 XX18 Me3-12�/ " DIA A36 12" 0 ENDS ROD (his) 3-12 T JOIST EXIST JOIST WEB REINF SECTION A CHORD REINF SECTION B 416 6 (4116) 6 FULL PEN PLY" CUT TO FIT EXIST JOIST (EXTEND FULL LENGTH OF JOIST SEAT) -Y; DIA A36 ROD SEAT REINF SECTION C TYP ROD SPLICE D TYP K -SERIES JOIST REINFORCING SCALE: NTS JST-022A CURB SIMPSON A34 0 2'-0" OC (TYP) - ALL SIDES PROVIDE HSS6x2xY4 UNDER EX CONCRETE RTU CURB TYPICAL TOPPING EXISTING DECK THRU BOLT 0 EA JOIST 1" -EXISTING JOIST 05 SECTION DET003_18118 54.4 SCALE: 1" = 1'-0" DET001 _18118 z � � O <C O CL n, O C..7 J Q W O C/:) C!J w O LOO CD Q Q v) x D =o E N O �i � � � U W co u) r ti c> Lu U 01:0-0m N> Q L ___I N UJ 0-U � m r QLO 3:o cm 's S4. 4 33 of 54 7 l t MECHANICAL/PLUMBING SYMBOL LIST NOTE: THIS IS A MASTER SCHEDULE. NOT ALL SYMBOLS CONTAINED HEREIN MAY APPEAR ON THE DRAWINGS. _N_N_ar– ITEM TO BE REMOVED e Q POINT OF CONNECTION/DISCONNECTION OSHEET NOTE A REVISION NUMBER TAG UNIT EQUIPMENT MARK TAG CFM DIFFUSER TAG 17771 i ACCESS PANEL ®/Q SUPPLY AIR DUCT UP/DOWN ®/Q RETURN AIR DUCT UP/DOWN ®/Q EXHAUST AIR DUCT UP/DOWN 0 RETURN GRILLE PSID EXHAUST GRILLE 11 4 -WAY BLOW SUPPLY DIFFUSER GS 3 -WAY BLOW SUPPLY DIFFUSER 2 -WAY BLOW SUPPLY DIFFUSER 1 -WAY BLOW SUPPLY DIFFUSER GW AIRFLOW DIRECTION --"O ROUND DUCTWORK --"X--" RECTANGULAR DUCTWORK I --I M ROUND FLEXIBLE DUCT --�— SQUARE TO ROUND TRANSITION SINGLE LINE RIGID DUCT ------ SINGLE LINE RIGID DUCT (ACOUSTICALLY LINED) DOUBLE LINE RIGID DUCT ASPE DOUBLE LINE RIGID DUCT (ACOUSTICALLY LINED) NUMBER EXISTING DUCTWORK Fo FIRE DAMPER s� SMOKE DAMPER Fso FIRE/SMOKE DAMPER SYMBOL LIST AND ABBREVIATIONS MOTORIZED DAMPER (OPPOSED BLADE TYPE) ►� MOTORIZED DAMPER (PARALLEL BLADE TYPE) ,.... BACKDRAFT DAMPER �— MANUAL VOLUME DAMPER Rvo REMOTE VOLUME DAMPER 0—SMOKE DETECTOR TQ THERMOSTAT QQ HUMIDISTAT sO SENSOR © CARBON DIOXIDE SENSOR © CARBON MONOXIDE SENSOR HSPF DOOR UNDERCUT -I� CLEAN OUT lei CHI WALL CLEAN OUT -� FLOOR CLEAN OUT RPPA GRADE CLEAN OUT ® FLOOR DRAIN ® FLOOR SINK e FLOOR SINK W/ GRATE ROOF DRAIN O OVERFLOW ROOF DRAIN O VENT THRU ROOF Fs FLOW SWITCH QQ GAS REGULATOR ❑� GAS METER 0 WATER METER T WATER HAMMER ARRESTOR ® SHUT-OFF VALVE IN IRRIGATION BOX ® BACKFLOW PREVENTION STATION c_+ HOSE BIBB — CHR CHILLED WATER RETURN PIPING —CHS CHILLED WATER SUPPLY PIPING —CR CONDENSER WATER RETURN PIPING —CS---- CONDENSER WATER SUPPLY PIPING HWR HWS RL RS A CD PC D ICW ISCW SCW F HPG G MPG ---- GV ---- 140° TW ORD RD ---- AV ---- AW- - — – AW– — – —GW ---AW---AW--- GW ---GW--- �GW— e _ =GW= S O —0 00 HEATING WATER RETURN PIPING HEATING WATER SUPPLY PIPING REFRIGERANT LIQUID PIPING REFRIGERANT SUCTION PIPING COMPRESSED AIR LINES CONDENSATE DRAIN PIPING PUMPED CONDENSATE DRAIN PIPING DRAIN PIPING COLD WATER PIPING INDUSTRIAL COLD WATER PIPING INDUSTRIAL SOFTENED COLD WATER PIPING SOFTENED COLD WATER PIPING FIRE PROTECTION PIPING HIGH PRESSURE GAS PIPING LOW PRESSURE GAS PIPING MEDIUM PRESSURE GAS PIPING GAS VENT PIPING HOT WATER PIPING 1400 HOT WATER PIPING HOT WATER RETURN PIPING TEMPERED WATER PIPING OVERFLOW ROOF DRAIN PIPING ROOF DRAIN PIPING ACID VENT PIPING ABOVE GROUND ACID WASTE PIPING UNDERGROUND ACID WASTE PIPING VENT PIPING ABOVE GROUND WASTE PIPING UNDERGROUND WASTE PIPING ABOVE GROUND GREASE WASTE PIPING UNDERGROUND GREASE WASTE PIPING ABOVE GROUND GREASE WASTE PIPING W/HEAT TRACE UNDERGROUND GREASE WASTE PIPING W/HEAT TRACE CIRCUIT SETTER 2 -WAY ELECTRONIC CONTROL VALVE 3 -WAY ELECTRONIC CONTROL VALVE 2 -WAY PNEUMATIC CONTROL VALVE 3 -WAY PNEUMATIC CONTROL VALVE SOLENOID VALVE BUTTERFLY VALVE PLUG VALVE GAS COCK BALL VALVE CHECK VALVE GATE VALVE HOSE END DRAIN VALVE PRESSURE REDUCING VALVE RELIEF VALVE TEMPERATURE PRESSURE RELIEF VALVE THERMOMETER PRESSURE GAUGE WITH GAUGE COCK MANUAL AIR VENT PRESSURE TEMPERATURE PORT Y -STRAINER WITH BLOWDOWN PIPE GUIDE UNION PIPE ANCHOR FLEXIBLE CONNECTOR PIPE CAP/STUB-OUT DIRECTION OF FLOW PIPE DOWN PIPE UP PIPE TEE UP PIPE TEE DOWN MECHANICAL/PLUMBING ABBREVIATIONS NOTE: THIS IS A MASTER SCHEDULE. NOT ALL ABBREVIATIONS CONTAINED HEREIN MAY APPEAR ON THE DRAWINGS. AABC AMERICAN AIR BALANCE COUNCIL GI GREASE INTERCEPTOR PRV PRESSURE REDUCING VALVE ACD AUTOMATIC CONTROL DAMPER GPF GALLONS PER FLUSH PSI POUNDS PER SQUARE INCH AFF ABOVE FINISHED FLOOR GPM GALLONS PER MINUTE PSIA POUNDS PER SQUARE INCH ABSOLUTE AP ACCESS PANEL GR GLYCOL RETURN PSID POUNDS PER SQUARE INCH ASHRAE AMERICAN SOCIETY OF HEATING, GS GLYCOL SUPPLY DIFFERENTIAL REFRIGERATION, AND AIR GW GREASE WASTE PSIG POUNDS PER SQUARE INCH GAUGE CONDITIONING ENGINEERS I --I M OM (R) EXISTING TO BE RELOCATED SHEET HD HEAD ASPE AMERICAN SOCIETY OF PLUMBING NUMBER SHEET TITLE RA RETURN AIR ENGINEERS HP HORSEPOWER SYMBOL LIST AND ABBREVIATIONS 0 AV ACID VENT HPG HIGH PRESSURE GAS RH RELATIVE HUMIDITY 0 HR HOUR RL/S REFRIGERANT LIQUID/SUCTION AW ACID WASTE BFD BACKFLOW PREVENTION DEVICE HSPF HEATING SEASONAL PERFORMANCE RPM REVOLUTIONS PER MINUTE MPO.4 DIAGRAMS FACTOR RPPA REDUCED PRESSURE PRINCIPAL BHP BRAKE HORSE POWER MPO.5 DIAGRAMS O ASSEMBLY HW HOT WATER DIAGRAMS 0 BTUH BRITISH THERMAL UNIT PER HOUR RVD REMOTE VOLUME DAMPER 0 HWR HEATING HOT WATER RETURN MPD2.0 CD CONDENSATE DRAIN SA SUPPLY AIR M2.0 MECHANICAL PLAN HWS HEATING HOT WATER SUPPLY CFM CUBIC FEET PER MINUTE PLUMBING PLAN - WASTE AND VENT 0 SD SMOKE DAMPER IBC INTERNATIONAL BUILDING CODE 0 0 CHAR CHARACTERISTICS MP2.4 SEER SEASONAL ENERGY EFFICIENCY RATIO e IE INVERT ELEVATION CHR CHILLED WATER RETURN SOI SAND OIL INTERCEPTOR TOTAL 13 IMC INTERNATIONAL MECHANICAL CODE CHS CHILLED WATER SUPPLY "SP STATIC PRESSURE (INCHES OF) IPC INTERNATIONAL PLUMBING CODE CO CLEANOUT KW KILOWATT SPECS SPECIFICATIONS CR CONDENSER WATER RETURN SQ SQUARE LAT LEAVING AIR TEMPERATURE CS CONDENSER WATER SUPPLY SQFT SQUARE FEET LBS POUNDS CW COLD WATER SS STAINLESS STEEL LWT LEAVING WATER TEMPERATURE D DRAIN MAX MAXIMUM T TEMPERATURE DB DRY BULB TEMPERATURE TAB TEST AND BALANCE WORK AND MBH ONE THOUSAND BTUH DDC DIRECT DIGITAL CONTROL REPORT MCA MINIMUM CIRCUIT AMPS DIA DIAMETER TSP TOTAL STATIC PRESSURE MIN MINIMUM DN DOWN TW TEMPERED WATER MOCP MAXIMUM OVER CURRENT DX DIRECT EXPANSION PROTECTION TYP TYPICAL (E) EXISTING TO REMAIN MPG MEDIUM PRESSURE GAS UBC UNIFORM BUILDING CODE EA EXHAUST AIR MVD MANUAL VOLUME DAMPER UMC UNIFORM MECHANICAL CODE EAT ENTERING AIR TEMPERATURE N/A NOT APPLICABLE UON UNLESS OTHERWISE NOTED EC ELECTRICAL CONTRACTOR NC NORMALLY CLOSED UPC UNIFORM PLUMBING CODE EER ENERGY EFFICIENCY RATIO NEBB NATIONAL ENVIRONMENTAL V VENT EFF EFFICIENCY BALANCING BUREAU V/PH/HZ VOLTAGE/PHASE/HERTZ ELEC ELECTRICAL NEC NATIONAL ELECTRIC CODE VFD VARIABLE FREQUENCY DRIVE ESP EXTERNAL STATIC PRESSURE NFPA NATIONAL FIRE PROTECTION VTR VENT THROUGH ROOF EWT ENTERING WATER TEMPERATURE ASSOCIATION WB WET BULB TEMPERATURE OF FAHRENHEIT NIC NOT IN CONTRACT WCO WALL CLEANOUT FCO FLOOR CLEANOUT NO NORMALLY OPEN WG WATER GAUGE FD FIRE DAMPER NTS NOT TO SCALE WMS WIRE MESH SCREEN FPM FEET PER MINUTE OA OUTSIDE AIR (X) EXISTING TO BE REMOVED FSD FIRE/SMOKE DAMPER OAT OUTSIDE AIR TEMPERATURE G GAS OBD OPPOSED BLADE DAMPER GA GAGE OR GAUGE OED OPEN END DUCT GAL GALLONS OFCI OWNER FURNISHED, CONTRACTOR INSTALLED GCO GRADE CLEANOUT PD PRESSURE DROP DRAWING INDEX -, E00 W N ON M LU r" N I --I M OM SHEET wLU Qaaaa NUMBER SHEET TITLE a 0 MP0.0 SYMBOL LIST AND ABBREVIATIONS 0 O MP0.1 SPECIFICATIONS 0 MP0.2 MECHANICAL SCHEDULES O MP0.3 PLUMBING SCHEDULES 0 MPO.4 DIAGRAMS 0 MPO.5 DIAGRAMS O MP0.6 DIAGRAMS 0 MP0.7 ENERGY GAUGE SUMMIT REPORT 0 MPD2.0 MECHANICAL AND PLUMBING DEMOLITION PLAN S M2.0 MECHANICAL PLAN • 0 P2,0 PLUMBING PLAN - WASTE AND VENT 0 e P2.1 PLUMBING PLAN - DOMESTIC WATER 0 0 MP2.4 MECHANICAL AND PLUMBING ROOF PLAN • e TOTAL 13 5 MSA#L18110 a WE J aw co 0 LO CD � II Q z x O ti E N LL 0 � � I U UJ c Q UU Q m v J I I LU U >OfL J 'L') L') Q_ I U Q 0 c� = C3 °' P~ P m � rwm, =1111-1 IN o. 77 ' STAT O R.....:''�� s/o N M_ 9/2-1/2018 COPYR;GHT© 2011 AGKAL AROHITEGT9. Thls document is the property of Ackal Architects, APG This Document may NOT be copied, reproduced or used without the written consent from Ackal Architects, APG. Project Number: 18-014 Date: 01/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: 5ANFORD Revi5edQA PENPUM 1, 00/21/2018 Sheet dame: SYMBOL LIST AND ABBRE\/IATIONS Sheet No. MP0.0 54 of 51 I I I I I I PART ONE - GENERAL 1. THE CONTRACTOR SHALL PROVIDE THE WORK SHOWN ON THE DRAWINGS AND SPECIFIED FOR THEIR INDIVIDUAL SECTIONS OF WORK. THE WORD "WORK" SHALL MEAN ALL LABOR, TRANSPORTATION, MATERIAL, EQUIPMENT, TOOLS, INSTALLATION, SUPERVISION AND ANY OTHER INCIDENTAL ITEMS OR SERVICES NECESSARY FOR THE PROPER INSTALLATION AND OPERATION OF THE COMPLETE SYSTEMS, WHICH SHALL BE PROVIDED WHETHER OR NOT SPECIFICALLY INDICATEC OR NOTED. 2. ALL GENERAL CONDITIONS, SPECIAL REQUIREMENTS OR GENERAL REQUIREMENTS OF THE CONSTRUCTION SPECIFICATIONS ARE MADE PART OF THIS SPECIFICATION AND HAVE THE SAME FORCE AND AFFECT AS IF COMPLETELY REPRODUCED, 3. THE WORD "PROVIDE" SHALL MEAN FURNISH AND INSTALL, MAKE ALL FINAL CONNECTIONS AND LEAVE IN AN APPROVED COMPLETE OPERATING CONDITION, 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE APPLICABLE FLORIDA BUILDING CODE - BUILDING, FLORIDA BUILDING CODE - MECHANICAL, FLORIDA BUILDING CODE - PLUMBING, NATIONAL ELECTRIC CODE (NEC), AND ALL OTHER APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ALL FEES AND OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR THE WORK. 6. THE CONTRACTOR SHALL CAREFULLY EXAMINE ALL CONTRACT DOCUMENTS. THE CONTRACTOR SHALL COORDINATE THE WORK WITH ALL OTHER TRADES INCLUDING, BUT NOT LIMITED TO, THE CONTRACT DOCUMENTS, SHOP DRAWINGS, ETC. FOR ALL GENERAL CONSTRUCTION, STRUCTURAL, MECHANICAL, ELECTRICAL AND SPECIALTY CONTRACTOR WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF MATERIAL INTO THE BUILDING AS PLANNED, WITHOUT INTERFERENCE WITH OTHER WORK, AND SHALL MAKE REASONABLE MODIFICATIONS IN THE LAYOUTS NEEDED TO PREVENT CONFLICT WITH OTHER TRADES, TO PROVIDE ACCESS AND FOR TH PROPER EXECUTION OF THE WORK. 7. DRAWINGS ARE DIAGRAMMATIC AND SCHEMATIC IN NATURE, AND INDICATE THE TYPE, SIZE, ARRANGEMENT AND LOCATION OF MATERIALS AND EQUIPMENT. WORK INCLUDES CERTAIN COMPONENTS, APPURTENANCES AND RELATED SPECIALTIES THAT MAY NOT BE SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY ITEMS TO COMPLETE THE WORK ACCORDING TO INDUSTRY STANDARDS, IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO CALL OUT FOR FINISHED WORK, TESTED AND READY FOR OPERATION. DO NOT SCALE DRAWINGS. ARRANGEMENT OF EQUIPMENT AND ROUTING OF PIPES AND DUCTWORK, ETC. INDICATED ON DRAWINGS SHALL BE ROUTED PLUMB AND AT RIGHT ANGLES TO BUILDING CONSTRUCTION AND MAY REQUIRE MODIFICATION DUE TO UNFORESEEN CONDITIONS AND REQUIRE ON SITE REVISIONS DURING CONSTRUCTION. (SEE ALSO "BIDDING"). 8. ALL WORK REQUIRED FOR IDENTICAL ITEMS SHOWN ON THE DRAWINGS SHALL BE PROVIDED, ALTHOUGH EACH SPECIFIC IDENTICAL ITEM MAY NOT BE SHOWN IN DETAIL. 9. THE CONTRACTOR SHALL SUBMIT FIVE SETS OF SHOP DRAWINGS AND TECHNICAL DATA SHEETS FOR ALL EQUIPMENT AND MATERIALS SPECIFIED HEREIN TO THE ENGINEER. THE ENGINEER SHALL REVIEW SHOP DRAWINGS AND TECHNICAL DATA SHEETS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND ISSUE A WRITTEN ASSESSMENT TO THE OWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING FEES NECESSARY TO CHANGE PERMIT DOCUMENTS BASED ON ALTERNATE SUBMITTAL PACKAGES/EQUIPMENT SUBSTITUTIONS. 10. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO THE ENGINEER FOR CONSIDERATION PRIOR TO BIDDING. THE OWNER'S REPRESENTATIVE SHALL PREAPPROVE ANY PROPOSED SUBSTITUTION IN WRITING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIREMENTS ASSOCIATED WITH SUBSTITUTED EQUIPMENT OR MATERIALS WITH OTHER BUILDING TRADES, INCLUDING ALL ELECTRICAL, STRUCTURAL, OR ARCHITECTURAL ELEMENTS. THE CONTRACTOR SHALL IDENTIFY AND ANNOTATE ALL REVISED REQUIREMENTS PER BUILDING TRADE ON THE SHOP DRAWINGS. THE CONTRACTOR SHALL ALSO IDENTIFY ALL COST DEBITS OR CREDITS IN WRITING FOR THE PROPOSED CHANGES PER BUILDING TRADE. 11. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE ENGINEER WITH FIVE (5) COMPLETE SETS OF AS -BUILT DOCUMENTS ACCURATELY SHOWING THE MATERIALS AND EQUIPMENT AS INSTALLED. 12. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A MINIMUM OF ONE (1) YEAR FROM DATE OF ACCEPTANCE B E REFRIGERATION COMPRESSORS SHALL BE GUARANTEED Y OWNER. R M FOR A MINIMUM OF FIVE (5) YEARS FROM DATE OF OWNER'S ACCEPTANCE. IN ADDITION, THE CONTRACTOR SHALL GUARANTEE THAT THE INSTALLATION WHEN OPERATED IN ACCORDANCE WITH THE CONTRACTOR'S INSTRUCTIONS WILL DEVELOP CAPACITY AND CHARACTERISTICS AS SPECIFIED AND WILL FULFILL EACH AND EVERY REQUIREMENT OF THE DRAWINGS AND SPECIFICATIONS. SHOULD THE INSTALLATION IN ANY WAY FAIL TO DO SO, THE CONTRACTOR WILL, WITHOUT DELAY OR WITHOUT COST TO THE OWNER, PROVIDE WHATEVER ADDITIONAL EQUIPMENT, MATERIAL, AND LABOR REQUIRED TO CORRECT THE DEFICIENCY AND COMPLY WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. 13. CONTRACTOR SHALL CHECK AND VERIFY ALL SIZES, DIMENSIONS, AND CONDITIONS BEFORE STARTING ANY WORK. ANY DEVIATIONS OR PROBLEMS SHALL BE TRANSMITTED TO THE ENGINEER FOR REVIEW. 14. PROVIDE BASE AND COUNTER FLASHING FOR ITEMS PENETRATING THE ROOF OR EXTERIOR WALLS 15. STARTERS AND CONTROLS FOR MOTORS, ETC, TO BE FURNISHED BY MECHANICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO INSTALL THE AFOREMENTIONED ITEMS, AND FURNISH ALL POWER WIRING. ALL CONTROL AND INTERLOCKING WIRING SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. 16. ALL WORK SHOWN IS NEW UNLESS NOTED OTHERWISE. 17. MAINTAIN OCCUPANCY AND FIRE WALL SEPARATION INTEGRITY AS REQUIRED. REFER TO ARCHITECTURAL PLANS FOR LOCATIONS OF ALL OCCUPANCY/FIREWALL SEPARATIONS AND SPECIFIC DETAILS FOR CONSTRUCTION. PROVIDE ALL NECESSARY FIRE AND SMOKE FIRE DAMPERS, ACCESS DOORS, CAULKING, ETC. FOR APPROVED INSTALLATION. MECHANICAL/PLUMBING SPECIFICATIONS 18. CONTRACTOR TO ESTABLISH ALL UTILITY SERVICES AND PROVIDE TENANT WITH ALL NECESSARY MEANS TO TRANSFER. ACCOUNTS ARE NOT TO BE CANCELED BEFORE TRANSFER. INCLUDE ANY SITE VISITS, INSPECTIONS AND PERMITTING TO TRANSFER ACCOUNT TO TENANT, BIDDING 1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS. THE CONTRACTOR SHALL COMPARE THE WORK SPECIFIED IN THE CONTRACT DOCUMENTS WITH THE EXISTING CONDITIONS. THE CONTRACTOR SHALL IDENTIFY AND NOTATE ALL WORK OR CONDITIONS THAT ARE DIFFERENT FROM THE CONTRACT DOCUMENTS OR THEIR INTENT. THE CONTRACTOR SHALL, UPON DISCOVERY, IMMEDIATELY NOTIFY AND REPORT, IN WRITING, ANY DISCREPANCIES TO THE ENGINEER• NO EXTRAS OR CHANGE ORDERS WILL BE ALLOWED FOR FAILURE TO PERFORM THE PRE-BID SITE VISIT. 2. BASE PROPOSAL ON MANUFACTURER NAMES LISTED UNLESS "OR EQUAL" IS INDICATED. PROVIDE SUBSTITUTION REQUESTS A MINIMUM OF FIVE (5) BUSINESS DAYS PRIOR TO BID DATE CLOSING TO ALLOW TIME FOR DUE CONSIDERATION OF PROPOSED ALTERNATE. DETERMINATION OF SUBSTITUTION OF EQUALITY RESTS SOLELY WITH THE ENGINEER. PART TWO - PRODUCTS HVAC EQUIPMENT 1, PROVIDE HVAC EQUIPMENT AS SPECIFIED AND/OR SCHEDULED HEREIN AND IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. EQUIPMENT SHALL OPERATE ACCORDING TO THE MANUFACTURER'S "OWNER'S OPERATING AND MAINTENANCE MANUAL" TROUBLE-FREE PRIOR TO STARTING TEST AND BALANCE (TAB) WORK. DUCTWORK E 1. DUCTWORK SHALL BE ASTM A525 OR A527 GALVANIZED SHEET METAL LOCK -FORMING QUALITY HAVING ZINC COATING OF 1.25 OZ PER SQ. FT, FOR EACH SIDE PER ASTM A90 AND INSTALLED ACCORDING TO ASHRAE RECOMMENDATIONS, AND SMACNA DUCT CONSTRUCTION STANDARDS. DUCTWORK SYSTEMS SHALL BE (2" CLASSIFICATION SUPPLY, AND 1" CLASSIFICATION RETURN AND EXHAUST). 2, PROVIDE MANUAL VOLUME DAMPERS WITH LOCKING QUADRANTS AND IDENTIFYING RIBBONS AT DAMPER HANDLES FOR AIR BALANCING EACH BRANCH DUCT TAKE -OFF OR PIECE OF AIR DISTRIBUTION EQUIPMENT. 3, SEAL ALL DUCT PENETRATIONS THROUGH WALLS, FLOOR AND ROOF. SEAL ALL TRANSVERSE DUCT SEAMS WITH APPROVED MASTIC. DUCT TAPES SHALL NOT BE ALLOWED FOR RIGID DUCTWORK. SUPPLY AND RETURN DUCTWORK SHALL BE INSULATED WITH 1 1/2" THICK FLEXIBLE GLASS FIBER ANSI/ASTM C612: MAXIMUM 'K' VALUE OF 0.29 AT 75^F, WITH FOIL -KRAFT FLAME RESISTANT VAPOR BARRIER, 3/4 #/CUFT. DENSITY. 4. ALL DUCTWORK SIZES SHOWN ARE FREE AREA DIMENSIONS. EXHAUST DUCTWORK SHALL BE UNINSULATED. DUCTWORK INTERIOR BEHIND DEVICES SHALL BE PAINTED FLAT BLACK. 5. LINE DUCTWORK TEN FEET UPSTREAM AND DOWNSTREAM OF ALL FANS AND WHERE INDICATED WITH 1 1/2" THICK, 3 POUNDS PER CUBIC FOOT (PCF) DENSITY DUCT LINER. LINING SHALL BE APPLIED TO DUCTWORK WITH FIRE RESISTANT ADHESIVES, (FOSTER 85-10 OR EQUAL) AND COPPER OR CADMIUM PLATED MECHANICAL FASTENERS, (GRAHAM, OMARK OR EQUAL). ALL DUCT SIZES INDICATED ARE CLEAR INSIDE. 6. FLEXIBLE DUCTWORK WHERE INDICATED ON THE DRAWINGS SHALL BE INSULATED, WITH PLASTIC VAPOR BARRIER AT INTERIOR AND EXTERIOR, STEEL WIRE COIL REINFORCED. JOINTS SHALL BE BAND -CLAMPED AND TAPE SEALED TO MAINTAIN INTEGRITY OF VAPOR BARRIER. FLEXIBLE INSTALLATION SHALL BE SUPPORTED TO ELIMINATE SAGS. FLEXIBLE GLASS FIBER INSULATION SHALL HAVE A MAXIMUM 0.23 K VALUE AT 75^F, 7. FIRE DAMPERS SHALL MEET UL 555 AND SHALL HAVE BLADES OUT OF AIR STREAM IN COILED POSITION, FUSIBLE LINK SHALL BE RATED AT 1650. MECHANICAL PRODUCTS 1. REFRIGERANT PIPING: PROVIDE PIPING BETWEEN AIR-COOLED CONDENSING UNIT AND FAN COIL UNIT OR HEAT PUMP. PROVIDE ALL NECESSARY AUXILIARIES AND APPARATUSES TO MAKE SYSTEM COMPLETE AND OPERABLE UNDER FULLY AUTOMATIC CONTROL. PIPING SHALL BE ACR COPPER TUBING MADE UP WITH WROUGHT COPPER FITTINGS USING SILVER SOLDER OF SIZES AS RECOMMENDED BY MANUFACTURER. SUCTION LINES, HOT GAS BYPASS AND OUTDOOR LIQUID LINES SHALL BE INSULATED WITH 3/4" THICK RIGID CLOSED CELL FOAM INSULATION. DO NOT RUN PIPE INSULATION IN RETURN AIR PLENUM. 2. DIFFUSERS, REGISTERS AND GRILLES: MAXIMUM SOUND PRESSURE LEVELS SHALL NOT EXCEED NC 30. COORDINATE FINISH AND MOUNTING TYPE WITH ARCHITECT, ACCEPTABLE MANUFACTURERS: TITUS, METAL AIRE, TUTTLE AND BAILEY, PRICE 3. FANS: PROVIDE 14" ROOF CURB, DISCONNECT SWITCH, FORWARD CURVED BELT DRIVEN OR DIRECT DRIVEN STEEL FAN, BACK DRAFT DAMPER AND CAST IRON OR STEEL DYNAMICALLY BALANCED VARIABLE OR ADJUSTABLE PITCH MOTOR SHEAVES. ACCEPTABLE MANUFACTURERS: GREENHECK, COOK, ACME. 4. PACKAGED ELECTRIC/GAS ROOFTOP UNITS (HEAT PUMPS INCLUDED): UNIT SHALL BE COMPLETE WITH HERMETICALLY SEALED COMPRESSOR WITH HIGH AND LOW PRESSURE CUT-OFFS, COILS, HEATING SECTION, AIR COOLED CONDENSER, CONDENSER BLOWER OR FAN, AUTOMATIC CONTROLS, CONTROL PANEL WITH STARTERS AND DISCONNECT SWITCH, RELAYS, ETC. FOR SINGLE POINT POWER CONNECTION. UNITS SHALL BE FURNISHED WITH 2 SETS OF 1" THROWAWAY PLEATED 30% FILTERS, UNITS SHALL BE COMPLETELY FACTORY WIRED FOR TERMINAL CONNECTIONS OF THERMOSTAT WITH A FAN-AUTO/MANUAL SWITCH AND A SYSTEM HEAT/OFF/COOL/AUTO SWITCH. UNITS TO BE INSTALLED AS PER MANUFACTURER RECOMMENDATIONS, WITH MANUAL OUTSIDE AIR DAMPER, 14" ROOF CURB, ITEMS AS SCHEDULED AND ALL NECESSARY ACCESSORIES REQUIRED FOR EFFICIENT AND PROPER OPERATION. ACCEPTABLE MANUFACTURERS: TRANE, LENNOX, McQUAY, CARRIER, YORK. 5. AIR COOLED CONDENSER: PROVIDE COILS WITH INTEGRAL SUBCOOLING AND CASING WITH STAND. COILS SHALL BE ALUMINUM PLATE FINS ON COPPER TUBES (LEAK TESTED 150 PSIG, PRESSURE TESTED 420 PSIG). FANS SHALL BE DIRECT DRIVE PROPELLER WITH FAN GUARD. FAN SHAFT AND BLADES SHALL BE CORROSION PROTECTED. HEAD PRESSURE CONTROL SHALL BE BY FAN CYCLING. COMPRESSOR SHALL BE HERMETIC WITH EXTERNAL SPRING ISOLATORS AND UNLOAD IN RESPONSE TO SUCTION PRESSURE IN STEPS FOR PARTIAL LOAD OPERATION. ACCEPTABLE MANUFACTURERS: TRANE, CARRIER, YORK, 6. SPLIT SYSTEM FAN COIL UNIT: UNITS SHALL HAVE GALVANIZED STEEL CABINET WITH FIBERGLAS INTERNAL LINER AND SERVICE PANELS. FAN SHALL BE CENTRIFUGAL FORWARD CURVE, STATICALLY AND DYNAMICALLY BALANCED, AND HAVE PERMANENTLY LUBRICATED OR BALL BEARING SHAFT BEARINGS. WATER OR DX COILS SHALL BE COPPER TUBES MECHANICALLY BONDED TO ALUMINUM FINS AND LEAK TESTED AT 350 PSIG. PROVIDE TWO OR THREE WAY WATER CONTROL VALVES AS REQUIRED. PROVIDE INTEGRAL ON WALL THERMOSTAT, 1" DISPOSABLE FILTERS, 3 SPEED MOTOR WITH SPEED SWITCH AND 18 GAUGE STEEL DRAIN PAN UNDER COILS• ACCEPTABLE MANUFACTURERS: TRANE, CARRIER, YORK. AUTOMATIC TEMPERATURE CONTROLS 1. THE MECHANICAL CONTRACTOR SHALL PROVIDE A COMPLETE SYSTEM OF AUTOMATIC TEMPERATURE CONTROLS. THIS SYSTEM SHALL INCLUDE BUT NOT BE LIMITED TO: HEAT/OFF/COOL/AUTO - THERMOSTAT, AUTO/MANUAL - FAN, TRANSFORMERS AND ALL REQUIRED RELAYS, WIRING AND CONDUIT. THERMOSTAT SHALL BE 7 DAY PROGRAMMABLE WITH AUTOMATIC CHANGE OVER FROM HEATING TO COOLING AND VICE VERSA. 2. MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL, IN ACCORDANCE WITH NEC AND THIS PROJECT ELECTRICAL SPECIFICATIONS, ALL CONDUIT, WIRE, JUNCTION BOXES, THERMOSTAT BAC BOXES AND CIRCUIT BREAKERS REQUIRED FOR A FULLY OPERATIONAL ATC SYSTEM. 3. DUCT MOUNTED SMOKE DETECTORS SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR AND INSTALLED BY THE MECHANICAL CONTRACTOR WHEN THE DUCT TYPE SMOKE DETECTOR IS REQUIRED TO BE PART OF THE DESIGN BUILD FIRE ALARM SYSTEM. WHEN NOT PART OF THE FIRE ALARM SYSTEM, THE DUCT MOUNTED SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED B THE MECHANICAL CONTRACTOR AND PROVIDED AT 24 VAC. DUCT MOUNTED SMOKE DETECTORS SHALL SHUT DOWN THE RESPECTIVE UNIT AND ALL ADDITIONAL UNITS IN A COMMON AREA IF THE SUMMATION OF THE AIRFLOWS EXCEED 2000 CFM TOTAL. PLUMBING EQUIPMENT 1. PROVIDE PLUMBING EQUIPMENT AS SPECIFIED AND/OR SCHEDULED HEREIN AND IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. EQUIPMENT SHALL OPERATE ACCORDING TO THE MANUFACTURER'S "OWNER'S OPERATING AND MAINTENANCE MANUAL" TROUBLE FREE AND CONFORMING TO THE ONE-YEAR WARRANTEE. PLUMBING PRODUCTS 1. DOMESTIC WATER PIPING: (ABOVE GROUND) TYPE "L" COPPER ABOVE GRADE (ASTM B-88), WROUGHT FITTINGS(ASME B16.22), JOINTS: ANSI/ASTM B32, SOLDER, GRADE 95 TA, 0.2% MAX LEAD. (UNDER GROUND: PROTECTED FROM SOIL) TYPE "K" COPPER BELOW GRADE (ASTM B-88), HARD DRAWN, WROUGHT FITTINGS (ASME B16.22) JOINTS: AWS A5.8, BCuP SILVER BRAZE. 2, DOMESTIC WASTE & VENT PIPING MATERIALS: ABOVE GROUND SHALL BE NO -HUB CAST IRON(ASTM-A-888, CISPI 301). BELOW GROUND SHALL BE NO -HUB CAST IRON (ASTM -A-888, CISPI 301). PVC/ABS DWV PIPING MAY BE USED UNDERGROUND BASED ON SOIL CONDITIONS. 3. PIPE INSULATION: ALL DOMESTIC COLD WATER PIPING (IN UNCONDITIONED SPACES ONLY) AND ALL DOMESTIC HOT WATER PIPING ABOVE GROUND SHALL BE INSULATED WITH 1" THICK FIBERGLASS PIPE INSULATION WITH ALL -SERVICE JACKET AND MAXIMUM K VALUE OF 0.27 AT 75^F. WHERE CLEARANCE LIMITATIONS PREVENT THE USE OF FIBERGLASS INSULATION, A MINIMUM 3/4" THICK CLOSED CELL NEOPRENE PIPE INSULATION MAY BE USED. 4. PIPE HANGERS: PIPE SIZES 1/2" TO 1 1/2": MALLEABLE IRON, CARBON STEEL, ADJUSTABLE SWIVEL, SPLIT RING. PIPE SIZES 2" TO 4": CARBON STEEL, ADJUSTABLE, CLEVIS. PIPE SIZES 6" AND OVER: ADJUSTABLE STEEL YOKE, CAST IRON ROLL, DOUBLE HANGER. 5. INTERIOR CONDENSATE DRAIN PIPING: TYPE "M" COPPER (ASTM B-88), WROUGHT FITTINGS (ASME B16.22), JOINTS: ANSI/ASTM B32, SOLDER, GRADE 95 TA, 0.2% MAX LEAD. 6. EXTERIOR CONDENSATE DRAIN PIPING: LATEX COATED PAINTED PVC PIPE FOR UV PROTECTION. TEST AND BALANCE REPORT (TAB) 1. BALANCE ALL DUCTS, DIFFUSERS, AND GRILLES TO OBTAIN THE AIR QUANTITIES AS SHOWN ON PLANS. TEST AND BALANCE WORK SHALL BE PERFORMED BY AN INDEPENDENT, APPROVED, AND CERTIFIED AABC OR NEBB CONTRACTOR. 2. THE TEST AND AIR BALANCE (TAB) REPORT SHALL INCLUDE DESIGN AIR QUANTITIES AND AIR QUANTITIES AFTER ADJUSTMENTS. FURNISH OWNER'S REPRESENTATIVE WITH THREE (3) COPIES OF THE FINAL TAB REPORT, 5. DISINFECT ALL POTABLE WATER SYSTEMS IN ACCORDANCE WITH PLUMBING CODE AND/OR, AWWA STANDARD. PROVIDE WRITTEN CONFIRMATION TO OWNERS REPRESENTATIVE THAT THIS WORK HAS BEEN COMPLETED. PART THREE - EXECUTION 1. THE CONTRACTOR SHALL PROVIDE ALL SLEEVES, OPENINGS, CUTTING AND PATCHING NECESSARY S FOR THE INSTALLATION OF THE WORK. CUTTING AND PATCHING SHALL BE DONE BY WORKMEN SKILLED IN THE TRADES REQUIRED AND PAID BY THE CONTRACTOR REQUIRING THE WORK COMPLETED. 2. THE CONTRACTOR SHALL PROVIDE ALL RIGGING, HANDLING OF MATERIALS AND EQUIPMENT, AND THE NECESSARY PROTECTION FOR MATERIALS AND EQUIPMENT, 3. THE CONTRACTOR WILL PROTECT THE WORK AND MATERIAL AGAINST DIRT, THEFT, INJURY OR DAMAGE UNTIL ACCEPTED BY OWNER. ALL WORK SHALL BE TURNED OVER TO OWNER CLEAN AND IN NEW CONDITION. 4. PIPES AND/OR CONDUITS PASSING THROUGH WALL, FLOORS AND PARTITIONS SHALL BE PROVIDED WITH SLEEVES. SLEEVES PASSING THROUGH WATER PROOFING OR DAMP PROOFING SHALL BE WATER TIGHT. SLEEVES PASSING THROUGH FIRE RATED CONSTRUCTION SHALL BE FIRE PROOFED WITH MATERIAL APPROVED FOR THE FIRE RATING OF THE SEPARATION AREA AND U.L. LISTED, 5. EACH CONTRACTOR SHALL PROVIDE ALL FOUNDATIONS, HANGERS, AND SUPPORTS FOR ALL EQUIPMENT SUPPLIED AND/OR INSTALLED UNDER THEIR WORK. ANY EQUIPMENT WITH MOVING PARTS SHALL BE PROVIDED WITH VIBRATION ISOLATION AND FLEXIBLE CONNECTIONS TO PIPING K AND OR DUCTWORK IF APPLICABLE. 6. WHERE PIPES OR CONDUITS PASS THROUGH WALLS, FLOORS, OR CEILINGS IN FINISHED AREAS, THEY SHALL BE FURNISHED WITH ESCUTCHEON PLATES (COLOR PER ARCHITECT AND/OR INTERIOR DESIGNER). 7. AT THE CONCLUSION OF THE JOB, EACH PIECE OF EQUIPMENT, VALVE, SWITCH, STARTER, PANEL, Y PIPE LINE, CONDUIT, DUCT, ETC., SHALL BE CLEARLY IDENTIFIED WHETHER EXPOSED OR CONCEALED, COVERED OR UNCOVERED, IN ACCORDANCE WITH OSHA AND ANSI REGULATIONS. IDENTIFY PIPES NEAR EACH VALVE WITH "BRANDY-PERMA' CODE PIPE TAPE" OR T. & B. WESTLINE "TEL -A -PIPE" INDICATING DIRECTION OF FLOW, SERVICE, ZONE, AND SIZE. TAPE SHALL BE APPLIED TO PIPE, CONDUIT, OR COVERING. VALVES, CONTROLS, AND DAMPERS SHALL BE IDENTIFIED BY 2 -INCH LACQUERED BRASS TAGS WITH STAMPED LETTERS FASTENED WITH "S" HOOKS OR CHAINS. EQUIPMENT IS TO BE IDENTIFIED AS TO FUNCTION AND PURPOSE BY MEANS OF PERMANENTLY ATTACHED LAMINATED ENGRAVED PHENOLIC NAMEPLATES WITH BEVELED EDGES, AND WHITE LETTERS ON BLACK BACKGROUND. (NO ADHESIVE LABELS ALLOWED). 8. AT THE CONCLUSION OF THE WORK, ALL EQUIPMENT AND SYSTEMS SHALL BE BALANCED, ADJUSTED, AND TESTED TO PROVIDE A QUIET -OPERATING, STABLE, AND SAFELY OPERATING SYSTEM(S). DEMONSTRATE OPERATION OF ALL SYSTEMS TO THE OWNER'S DESIGNATED REPRESENTATIVE. THE TEST AND BALANCE WORK SHALL BE PERFORMED IN ACCORDANCE WITH NEBB OR AABC STANDARDS, BY INDEPENDENT, APPROVED, AND CERTIFIED TEST AND BALANCE PERSONNEL. 9. THE MECHANICAL/PLUMBING CONTRACTOR IS RESPONSIBLE FOR RETAINING AND PAYING FOR THE DESIGN SERVICES OF A STRUCTURAL ENGINEER TO CREATE THE DESIGN AND INSTALLATION DRAWINGS FOR MECHANICAL/PLUMBING SYSTEMS SEISMIC RESTRAINT SUPPORT, PER THE PROJECT BUILDING CODE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT MECHANICAL SYSTEMS SHOP DRAWINGS BASED UPON MULTI DISCIPLINE COORDINATION. INCLUDED WITH THE SHOP DRAWING SUBMISSION SHALL BE SEISMIC RESTRAINT DRAWINGS NOTING WHERE SEISMIC SUPPORT IS REQUIRED. FOR EACH AREA NOTED NEEDING SEISMIC SUPPORT FOR THE MECHANICAL SYSTEMS, THERE SHALL BE A SEISMIC DRAWING DETAILING THE REQUIRED SUPPORT. THE SEISMIC SUPPORT DRAWINGS SHALL BE SIGNED AND SEALED BY A REGISTERED STRUCTURAL ENGINEER IN THE SAME STATE AS THE PROJECT. IN ADDITION TO THE PROJECT DESIGN TEAM REVIEW, THE SEISMIC SUPPORT DRAWINGS WILL BE ISSUED TO THE LOCAL BUILDING DEPARTMENT FOR REVIEW AS PART OF A DEFERRED SUBMITTAL FOR THE BUILDING DOCUMENTS. COMMENCEMENT OF CONSTRUCTION PRIOR TO BUILDING DEPARTMENT REVIEW IS AT THE CONTRACTOR'S RISK. 10. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF GRILLES, REGISTERS AND DIFFUSERS, 11.PIPE HANGERS: PIPE SIZES 1/2" TO 1 1/2" - 6'-0" MAX SPACING, 3/8" ROD DIAMETER; PIPE SIZES 2" TO 3" - 10'-0" MAX SPACING, 1/2" ROD DIAMETER; PIPE SIZES 4 TO 6"-10'-0" MAX SPACING, 5/8" ROD DIAMETER. 12.WATER PROOFING AND FLASHING OF PIPE PENETRATIONS THROUGH EXTERIOR WALL AND ROOF SHALL BE BY THIS CONTRACTOR. PLUMBING CONTRACTOR SHALL COORDINATE LOCATIONS AND METHODS WITH GENERAL CONTRACTOR PRIOR TO CONSTRUCTION OF ROOF DECK. 13.CONTRACTOR SHALL OBTAIN FROM THE ARCHITECT THE EXACT LOCATION OF EQUIPMENT, PLUMBING FIXTURES, FLOOR DRAINS AND ANY OTHER APPARATUS SPECIFIED IN THESE DRAWINGS. 14•PROVIDE CLEAN OUTS IN SANITARY, WASTE AND DRAIN LINES AS SHOWN AND AS REQUIRED BY LOCAL CODE. ALL CLEANOUTS SHALL BE READILY ACCESSIBLE, 15.PROVIDE PRESSURE REDUCING VALVE IN SYSTEM AS REQUIRED. NOTES 16.PROVIDE A NON -VENTED TRAP ON ALL INDIRECT WASTE PIPING FIVE (5) TO FIFTEEN (15) 1. DIELECTRIC FITTINGS SHALL BE USED WHEREVER DISSIMILAR METALS ARE JOINED, FEET IN DEVELOPED LENGTH. INDIRECT WASTE PIPING WITH ANGLES AND CHANGES OF 2. PROVIDE ACCESS PANELS IN CEILING TO ACCESS VOLUME DAMPERS WHERE REQUIRED. DIRECTION SHALL BE BE PROVIDED WITH CLEANOUTS. 3. FIRE AND SMOKE FIRE DAMPERS SHALL MEET UL 555 AND UL 555S AND FIRE DAMPERS SHALL HAVE BLADES OUT OF AIR STREAM IN COILED POSITION. 4. PLUMBING FIXTURES: PROVIDE CHROME PLATED ANGLE STOPS WITH ESCUTCHEON PLATES AT PLUMBING FIXTURES. ALL PLUMBING FIXTURES SHALL COMPLY WITH LOCAL REGULATIONS AND ADOPTED WATER CONSERVATION CODES. MSA#L18110 W W 0 LO 0 I- z x O N uP � O co U W co cn U ¢m J co LU v J N Y LU CL v ¢ cc) M = U °� 3 Q CD ~ O co 3� LL H W v J LU M 0 � m � OLW O �� Q LU 7 - LU Z LU H aL Q - O O oQ LU � `� NN r• f, 3•f•�` {� W 77 i j'L t S] F i { `.✓ a� ................. rill/l111lIIFl11 SEP 13 201 COPYRI0HT02017 AGKAL ARCHITECTS. Tn15 document 15 the property of Ackal Archltect5, APG Thin Document may NOT be copied, reproduced or used without the written consent from Ackal Architects, APC. Project Number: 15-014 Date: 01/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn E3y: G.L. File Name: SANFORD Revised: Sheet Name: 5PEGIFIGATIONS Sheet No. MFO * 1 35 of 5ci I AIR DISTRIBUTION SCHEDULE DUCTLESS SPLIT MARK MANUFACTURER MODEL AIRFLOW RANGE SERVICE TYPE MAX NC NECK SIZE PANEL SIZE REMARKS PACKAGED ROOFTOP HEAT PUMP UNIT SCHEDULE F -d -J-1 MANUFACTURER TITUS TMS 100 - 200 SUPPLY - SURFACE 30 GENERAL DATA 12"X12" 1, 3 SUPPLY FAN DATA INDOOR OPERATING WEIGHT (LBS) D-2 REMARKS COOLING CAPACITY HEATING CAPACITY @ 34 OF AUXILIARY ELECTRIC HEATING COIL 30 8"O ELECTRICAL DATA OPERATING CFM MARK MANUFACTURER D-3 SUPPLY MIN. ESP SUPPLY - LAY -IN 30 TOTAL SENSIBLE EAT EAT AMBIENT SEER/ TOTAL EAT LAT N0. OF TOTAL EAT LAT COMP. COND. EVAP. SUPPLY - LAY -IN 30 WEIGHT REMARKS MODEL LOCATION SERVICE AIR CFM OUTSIDE (IN WG) RPM BHP (MBH) (MBH) (DB) (WB) TEMP COP EER MBH (DB) (DB) A KW CONTROL MBH ( F) ( F) RLA FLA FLA MCA MOCP V/PH/HZ (LBS) 30 8"X8" 24"X24" 1, 3 AIR CFM a R-3 ti TITUS 50F 181 - 340 RETURN - LAY -IN 30 (DB/WB) STEPS 1, 3 CFM CENT R-4 TITUS 50F 341 - 540 Rlu TRANE 12"X12" EN 1, 3 CFM 2F) R-5 I TITUS 50F 541 - 800 RETURN - LAY -IN 30 14"X14" 13.0 1, 3 CFM R-6 I TITUS 50F 801 - 1150 RETURN - LAY -IN 30 16"X16" 24"X24" 1, 3 CFM R-7 WSC072 ROOF TRY/ 2400 250 0.5 854 0.77 78.4 54.34 80.0 67.0 92/77 100 - 180 49.8 70,0 90.2 3.5 NOT APPLICABLE 22.4 3.3 3.4 59.0 70.0 208/3/60 1200 30 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12 24"X24" (6 TON) CFM 1. COORDINATE BORDER, COLOR, FINISH AND EXACT LOCATION WITH ARCHITECT 2. PROVIDE OBD. 3. PROVIDE DUCT TRANSITION AS REQUIRED. Q c� U M 3 11. CD RTU TRANE RECEPTION/ 13.0 WSC072 ROOF 2400 275 0.5 854 0.77 78.4 54.3 80.0 67.0 92/77 49.8 70.0 90.2 3.5 NOT APPLICABLE 22.4 3.3 3.4 59.0 70.0 208/3/60 1200 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 13 2 (6 TON) EXAM/ OFFICES 11. RTU TRANE 13.0 WSC072 ROOF DONOR FLOOR 2400 300 0.5 854 0.77 78.4 54.3 80.0 67.0 92/77 49.8 70.0 90.2 3,5 NOT APPLICABLE 22.4 3.3 3.4 59.0 70.0 208/3/60 1200 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12 3 (6 TON) 11. RTU TRANE WSC072 ROOF DONOR FLOOR 2400 300 0.5 854 0.77 78.4 54.3 80.0 67.0 92/77 711/4 49.8 70.0 90.2 3.5 NOT APPLICABLE 22.4 3.3 3.4 59.0 70.0 208/3/60 1200 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12 4 (6 TON) , RTU TRANE CONFERENCE/ 14.3 WSC036 ROOF RAINING/ BREAV 1200 225 0,5 771 0.23 38.6 26.1 80.0 67.0 92/77 30.2 70.0 100.5 3.5 NOT APPLICABLE 15.0 1.1 5.7 42.0 50.0 208/3/60 850 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12 5 (3 TON) ROOM 12. RTU TRANE PLASMA 14.3 ROOF PROCESSING/ 2000 250 0,5 1043 0.71 62.3 49,4 80.0 67.0 92/77 47.7 70.0 92.4 3.5 NOT APPLICABLE 17.5 1.5 7.6 47.0 60.0 208/3/60 1150 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12 6 (5 TON) SHIPPING 12.WSC060 _RT TRANE STERILE 14.3 ROOF 1000 100 0.5 771 0.23 38.6 26.1 80.0 67.0 92/77 30.2 70.0 100.5 3.5 NOT APPLICABLE 15.0 1.1 5.7 42.0 50.0 208/3/60 850 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12 WSC036 (3 TON) SUPPLIES 12. 1. AIR CONDITIONING SYSTEM SHALL COMPLY WITH CURRENT ADOPTED STANDARDS. 6. PROVIDE COMPARATIVE ENTHALPY ECONOMIZER WITH POWER EXHAUST. 11. PROVIDE WATER -LEVEL MONITORING DEVICE IN THE PRIMARY DRAIN PAN TO AUTOMATICALLY .2. PROVIDE 3/4" CONDENSATE DRAIN AND ROUTE TO APPROVED PLUMBING RECEPTACLE. 7. SOUND RATING SHALL COMPLY WITH CURRENT ARI AND ANSI STANDARDS. SHUT OFF RTU IF PRIMARY DRAIN BECOMES RESTRICTED. 3. PROVIDE FLEX CONNECTION AT DUCT DROPS. 8. PROVIDE LOW AMBIENT KIT. 12. PROVIDE ROOF ADAPTER CURB AS REQUIRED. 4. PROVIDE HONEYWELL FOCUSPRO 6000 5-1-1 DAY PROGRAMMABLE THERMOSTAT. 9. PROVIDE SMOKE DETECTOR IN SUPPLY AIR DUCT. 13. PROVIDE 14" TALL ROOF CURB. 5. PROVIDE 1" REPLACEABLE FILTER. 10, PROVIDE SINGLE POINT OF POWER CONNECTION. AIR DISTRIBUTION SCHEDULE DUCTLESS SPLIT MARK MANUFACTURER MODEL AIRFLOW RANGE SERVICE TYPE MAX NC NECK SIZE PANEL SIZE REMARKS F -d -J-1 MANUFACTURER TITUS TMS 100 - 200 SUPPLY - SURFACE 30 8110 12"X12" 1, 3 CFM INDOOR OPERATING WEIGHT (LBS) D-2 REMARKS TITUS TMS 100 - 200 SUPPLY - LAY -IN 30 8"O 24"X24" 1, 3 CFM WATTS D-3 V/PH/HZ TITUS TMS 201 - 375 SUPPLY - LAY -IN 30 10110 24"X24" 1, 3 CFM CU 1 D-4 ASU18RL TITUS TMS 376 - 600 SUPPLY - LAY -IN 30 12110 24"X24" 1, 3 CFM 19.0 R-1 42 TITUS 50F 180 - 340 RETURN - LAY -IN 30 8"X8" 12"X12" 1, 3 CFM 150 R-2 1. PROVIDE LINE VOLTAGE THERMOSTAT. 4. PROVIDE CONDENSATE PUMP. 6. 2. PROVIDE LOW AMBIENT KIT FOR 00 F. 5. PROVIDE SINGLE POINT POWER CONNECTION AT OUTDOOR 3. DC INVERTER -DRIVEN TWIN ROTARY COMPRESSOR. UNIT. 7, TITUS 50F 85- 180 RETURN - LAY -IN 30 8"X8" 24"X24" 1, 3 CFM a R-3 ti TITUS 50F 181 - 340 RETURN - LAY -IN 30 10"X10" 24"X24" 1, 3 CFM CENT R-4 TITUS 50F 341 - 540 RETURN - LAY -IN 30 12"X12" 24"X24" 1, 3 CFM 2F) R-5 I TITUS 50F 541 - 800 RETURN - LAY -IN 30 14"X14" 24"X24° 1, 3 CFM R-6 I TITUS 50F 801 - 1150 RETURN - LAY -IN 30 16"X16" 24"X24" 1, 3 CFM R-7 ;� TITUS 50F 1151 - 1500 RETURN - LAY -IN 30 18"X18" 24"X24" 1, 3 CFM EX -1 TITUS 50F 100 - 180 EXHAUST- LAY -IN 30 8"X8" 24"X24" 1, 3 CFM 0 o ~ EX -2 TITUS 50F 181 - 340 EXHAUST- LAY -IN 30 10"X10" 24"X24" 1, 3 CFM 1. COORDINATE BORDER, COLOR, FINISH AND EXACT LOCATION WITH ARCHITECT 2. PROVIDE OBD. 3. PROVIDE DUCT TRANSITION AS REQUIRED. MSA#L18110 z DUCTLESS SPLIT AIR CONDITIONING SYSTEM SCHEDULE FAN SCHEDULE O MARK MANUFACTURER INDOOR MODEL OUTDOOR MODEL CFM ESP (IN WC) COOLING CAPACITY INDOOR ELECTRICAL OUTDOOR ELECTRICAL INDOOR OPERATING WEIGHT (LBS) OUTDOOR OPERATING WEIGHT (LBS) REMARKS FAN COIL COND UNIT TOTAL MBH SENSIBLE MBH INDOOR OUTDOOR (DB) SEER FLA WATTS HP V/PH/HZ MCA MOCP V/PH/HZ MCA MOCP EAT (DB) EAT (WB) FC 1 CU 1 FUJITSU ASU18RL AOU18RL 600 0.2 18.0 11.5 80,0 67.0 950F 19.0 - 42 - - - - 208/1/60 13.5 20 25 150 1, 2, 3, 4, 5, 6, 7 1. PROVIDE LINE VOLTAGE THERMOSTAT. 4. PROVIDE CONDENSATE PUMP. 6. 2. PROVIDE LOW AMBIENT KIT FOR 00 F. 5. PROVIDE SINGLE POINT POWER CONNECTION AT OUTDOOR 3. DC INVERTER -DRIVEN TWIN ROTARY COMPRESSOR. UNIT. 7, PROVIDE 3" TALL CONDENSING UNIT PAD FOR ROOF INSTALLATION. OR EQUAL. G -098 -VG c7 MSA#L18110 z � EXHAUST FAN SCHEDULE O GENERAL DATA FAN ELECTRICAL 0 OPERATING MANUFACTURER LOCATION SERVICE TYPE CFM ESP RPM BHP HP V/PH/HZ MARK WEIGHT (LBS) REMARKS MODEL _J Q (IN WG) z (W) O EF GREENHECK LOBBY RESTROOMS INLINE CENT 400 0.5 1298 .08 1/4 115/1/60 65 1, 2, 3, 4, 5, 6, 7 1 G -098 -VG c7 CD a ti z GG JANITOR INLINE CENT 450 0.5 1430 .11 1/4 115/1/60 65 1, 2, 3, 4, 5, 6, 7 2F) -098 VGK I I E CV L? I w I 1. PROVIDE MOTOR WITH THERMAL OVERLOADS. ELECTRICAL DRAWINGS FOR MORE INFORMATION. v) FAN WHEEL, STATICALLY & DYNAMICALLY BALANCED PER 2. PROVIDE DISCONNECT SWITCH. 5. PROVIDE ROOF CURB. U AMCA STD. 204 ;� 3. PROVIDE BACKDRAFT DAMPER. 6. DIRECT DRIVE TYPE. j V) 4. FAN SHALL OPERATE PER LIGHTING CONTROL PANEL. SEE 7. NON- OVERLOADING, BACKWARD INCLINED CENTRIFUGAL MSA#L18110 z � � O 0 n O U U _J Q z w O CID cn U CD c7 CD a ti z Q v� x O r- E CV L? O w U co v) UQ U ;� j V) W U C)- 0 o ~ J N LU LO Q_ i U Q c� U M 3 CD LL wLUv 0 � N LU IL m LU z 0 � 0 Qw z� 00 W H 1L Q 1 0 0 �ks) LU � �o NMIN N YAG,///i g'- 77 1' i e'E O s SEP 1 3 2013 COPYRIGHT©2017 ACKAL ARCHITECTS. Tnls document rs the property of Ackal Architects, APG This Document may NOT be copled, reproduced or used without the written consent from Ackal Architects, APC. Project Number: 15-014 Date: OLI/13/2018 Project Architect: 8.A. Project Manager: A.D. Drawn By: G.L. File Name: SRNFORD Revised: Sheet Name: MEGHANIGAL 5GHEDULES Sheet No. MF002 56 Of 5ci 1 FIRE SPRINKLER NOTES 1. THE ENTIRE EXISTING BUILDING IS SPRINKLED. 2. SPRINKLER CONTRACTOR SHALL PROVIDE SYSTEM DESIGN, LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR A COMPLETE DESIGN BUILD FIRE SPRINKLER SYSTEM. IF APPLICABLE, THE SPRINKLER CONTRACTOR SHALL VERIFY ALL EXISTING SYSTEM COMPONENTS ARE FUNCTIONAL AND MEET ALL CURRENT STANDARDS, IF ANY WORK IS REQUIRED TO BRING AN EXISTING SYSTEM TO GOOD OPERATING CONDITIONS, THIS SHALL BE INCLUDED IN THE SCOPE OF WORK. 3. THE DESIGN AND INSTALLATION SHALL CONFORM TO ALL REQUIREMENTS OF THE FLORIDA FIRE PROTECTION ASSOCIATION (NFPA 13) AND THE GENERAL REQUIREMENTS OF APPLICABLE SECTIONS OF THE INTERNATIONAL BUILDING CODE, THE SPECIFIC REQUIREMENTS OF THE LOCAL FIRE PREVENTION BUREAU, THE OWNER'S INSURANCE UNDERWRITER, AND LANDLORD BUILDING SPRINKLER SYSTEM REQUIREMENTS. 4. THE SYSTEM SHALL INCLUDE, BUT IS NOT LIMITED TO, SPRINKLER HEADS, VALVES, ESCUTCHEONS, PIPING, FITTINGS, HANGERS, DRAINS, WET TEST CONNECTIONS, SIGNS AND OTHER IDENTIFICATION MARKINGS AS REQUIRED. 5. ALL MATERIALS AND EQUIPMENT USED IN THE INSTALLATION OF FIRE PROTECTION SYSTEMS SHALL BE LISTED AS APPROVED BY UNDERWRITERS LABORATORIES, INC., "LIST OF INSPECTED FIRE PROTECTION EQUIPMENT AND MATERIALS," OR APPROVED BY OTHER APPROPRIATE, NATIONALLY RECOGNIZED TESTING LABORATORIES FOR USE IN SPRINKLER SYSTEMS, AND SHALL BE THE LATEST DESIGN OF THE MANUFACTURER, 6. SPRINKLER HEADS SHALL BE PROVIDED AS REQUIRED AND CONFORM TO THE LATEST EDITION OF NFPA 13, 7. PIPING, PIPE HANGERS AND SUPPORTS SHALL CONFORM TO THE LATEST EDITION OF NFPA 13. 8. INSTALL HEADS AT FINISHED HEIGHT WITH ESCUTCHEON, OR DIRECTLY IN REDUCER OF EXTRA LENGTH DROPS RATHER THAN PLUGGING. IF EXTRA LENGTH DROPS ARE INSTALLED, CUT BACK HEADS AFTER CEILING INSTALLATION IN THE CUSTOMARY MANNER. 9. SPRINKLER DROPS ARE TO BE INSTALLED PRIOR TO INSTALLATION OF CEILING SYSTEM THEN REMOVED AND REINSTALLED AFTER INSTALLATION OF CEILING SYSTEM, WITH DROPS MODIFIED, AS REQUIRED. PROVIDE ESCUTCHEONS AT EACH SPRINKLER HEAD. 10. COORDINATE WITH OTHER WORK, INCLUDING DUCTWORK, DIFFUSERS, GRILLES, ELECTRICAL AND PLUMBING PIPING, AS NECESSARY TO INTERFACE COMPONENTS OF FIRE SPRINKLER PIPING PROPERLY WITH OTHER WORK. 11. AFTER SYSTEM IS COMPLETELY INSTALLED, IT SHALL BE FILLED AND TESTED IN ACCORDANCE WITH LOCAL REQUIREMENTS, AND THE REQUIREMENTS OF THE APPLICABLE NFPA BULLETINS. 12. FINAL SHOP DRAWINGS SHALL FIRST BE SUBMITTED TO THE STATE FIRE MARSHAL. FOLLOWING THEIR REVIEW AND APPROVAL, SUBMIT TO THE OWNER'S INSURANCE COMPANY. FOLLOWING THEIR SIGNATURED APPROVAL, THE SHOP DRAWINGS SHALL BE SENT TO THE ARCHITECT FOR CEILING DESIGN COORDINATION ONLY. IF REQUIRED BY ANY REVIEWING AGENT, OR IF REVIEW COMMENTS REQUIRE EXTENSIVE REVISIONS, THE SUBMITTAL SHALL BE REVISED AS REQUIRED AND RESUBMITTED FOR APPROVAL BEFORE SUBMISSION TO THE ARCHITECTS OFFICE. 13, THE CONTRACTOR GUARANTEES THAT ALL WORK INSTALLED SHALL BE FREE OF ALL DEFECTS IN WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE CERTIFICATION OF COMPLETION AND ACCEPTANCE OF THE WORK. 14. ADDITIONAL SPRINKLER HEADS SHALL BE PROVIDED AS REQUIRED AND CONFORM TO THE LATEST EDITION OF NFPA 13. 15. ADDITIONAL PIPING, PIPE HANGERS AND SUPPORTS SHALL CONFORM TO THE LATEST EDITION OF NFPA 13. 16, ACTIVATE THE SPRINKLER SYSTEM FOR PROTECTION PURPOSES AS SOON AS DROPS HAVE BEEN COMPLETE IN ANY ONE SECTION OF THE SPRINKLER. 17. ALL SPRINKLER HEADS AND ESCUTCHEONS SHALL HAVE MOUNTING TYPE (FLUSH OR SEMI -RECESSED), FINISH AND COLOR AS SELECTED BY ARCHITECT, 18. ALL SPRINKLERS SHALL BE CENTERED WITHIN THE CEILING GRID, COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO SUBMITTAL OF DRAWINGS TO FIRE DEPARTMENT. 19. PROVIDE DRY PENDANT TYPE SPRINKLER HEADS AT FREEZER UNITS. TEMPERING TRAP PRIMER SCHEDULE WATER HEATER MARK MANUFACTURER MARK MANUFACTURER NO. OF DISTRIBUTION REMARKS REMARKS MODEL DRAINS REMARKS UNITS MODEL TP PPP/ P1-500 REFER TO SIZE REFER TO 1, 2 TV 1 POWERS LFE480 5 PLANS 1050 PLANS 3/8" 1. INSTALL PER MFGR'S INSTRUCTIONS. 1, 2, 3 2. OR EQUAL. JANITOR 130 35 TEMPERING VALVE SCHEDULE WATER HEATER MARK MANUFACTURER MARK MANUFACTURER dP GPM OUTLET REMARKS INLET OUTLET REMARKS MODEL MODEL (PSIG) FT TEMPERATURE SIZE SIZE B&G PL -30 TV 1 POWERS LFE480 5 0.5 1050 (PSI) 3/8" 3/8•••• 1, 2, 3 WATTS PTL -12 JANITOR 130 35 2.1 40 24 1, 2, 3,4 1. PROVIDE SUPPLEMENTAL SUPPORT STEEL WITH VIBRATION ISOLATION. (GAL) 1. POINT OF USE THERMOSTATIC MIXING VALVE TO BE INSTALLED UNDER ALL HANDSINKS AND LAVATORIES. 2. FACTORY FURNISHED WALL SUPPORT BRACKET. 3. PUMP SHALL OPERATE PER TIMECLOCK. FOR POTABLE HOT 3. PIPING ARRANGEMENT PER MFR'S INSTRUCTIONS. WATER USE. RECIRCULATING PUMP SCHEDULE SCHEDULE WATER HEATER MARK MANUFACTURER SERVICE FLOW HEAD MOTOR TANK REMARKS HP V/PH/HZ 3/4 MODEL MANUFACTURER GPM FT VOLUME AIR PRE -CHARGE CP 1 B&G PL -30 DHW 1.0 15 1/12 120/1/60 (PSI) 1, 2, 3 QUANTITY OF i WATTS PTL -12 JANITOR 130 35 2.1 40 24 1, 2, 3,4 1. PROVIDE SUPPLEMENTAL SUPPORT STEEL WITH VIBRATION ISOLATION. (GAL) 2. PUMP SHALL OPERATE PER PIPE MOUNTED AQUASTAT. CHARGING VALVE CONNECTION. 3. PUMP SHALL OPERATE PER TIMECLOCK. FOR POTABLE HOT PLUMBING FIXTURE SPECIFICATIONS EXPANSION TANK SCHEDULE WATER HEATER SCHEDULE WATER CLOSET (ACCESSIBLE) - AMERICAN STANDARD CADET MODEL #2467.016, OR EQUAL, FLOOR MOUNTED, C.W. VITREOUS CHINA, 2 1/8" TRAPWAY, ELONGATED BOWL, PRESSURE ASSISTED SIPHON JET, 1.6 GPF. SEAT: HW AMERICAN STANDARD MODEL #5901.100, OPEN FRONT, LESS COVER. ALT MFG: ZURN, TOTO. TANK ACCEPTANCE WC -1 CHINA, 2 1/8" TRAPWAY, ELONGATED BOWL, PRESSURE ASSISTED SIPHON JET, 1.6 GPF. SEAT: AMERICAN 3/4 MARK MANUFACTURER LOCATION VOLUME VOLUME AIR PRE -CHARGE .OPERATING NOTES MANUFACTURER MODEL LAVATORY (ACCESSIBLE) - CRANE MODEL #1304V, OR EQUAL, WALL HUNG, VITREOUS CHINA, WITH (GAL) (GAL) (PSI) WEIGHT (LBS) QUANTITY OF i WATTS PTL -12 JANITOR 130 35 2.1 40 24 1, 2, 3,4 1. BLADDER TYPE. (GAL) 4. CHARGING VALVE CONNECTION. 2. 150 PSI WORKING PRESSURE FOR POTABLE HOT GUARDS PER ADA. ALT MFG: ZURN, TOTO. WATER USE. (LBS) L-2 WH 3. TOP NPT STAINLESS STEEL CONNECTION. JANITOR - PLUMBING FIXTURE SPECIFICATIONS SANFORD FL ELECTRIC WATER HEATER SCHEDULE WATER CLOSET (ACCESSIBLE) - AMERICAN STANDARD CADET MODEL #2467.016, OR EQUAL, FLOOR MOUNTED, C.W. VITREOUS CHINA, 2 1/8" TRAPWAY, ELONGATED BOWL, PRESSURE ASSISTED SIPHON JET, 1.6 GPF. SEAT: HW AMERICAN STANDARD MODEL #5901.100, OPEN FRONT, LESS COVER. ALT MFG: ZURN, TOTO. WC -2 WATER CLOSET - AMERICAN STANDARD CADET MODEL #2333.100, OR EQUAL, FLOOR MOUNTED, VITREOUS WC -1 CHINA, 2 1/8" TRAPWAY, ELONGATED BOWL, PRESSURE ASSISTED SIPHON JET, 1.6 GPF. SEAT: AMERICAN 3/4 GENERAL DATA URINAL (ACCESSIBLE) - AMERICAN STANDARD MODEL #6501.010, OR EQUAL WASHOUT, 1.0 GPF, 3/4" TOP 4 ELECTRICAL FLOOR MOUNT- ACCESSIBLE OPERATING WATER CLOSET MANUFACTURER LOCATION LAVATORY (ACCESSIBLE) - CRANE MODEL #1304V, OR EQUAL, WALL HUNG, VITREOUS CHINA, WITH STORAGE CAPACITY RECOVERY TEMP RISE INPUT/ELCOM QUANTITY OF AMP V/PH/HZ MARK WEIGHT REMARKS L-2 MODEL WALL HUNG - ACCESSIBLE FAUCET LEDGE AT 4" OC. FAUCET: SYMMONS #S -60-H SCOT METERING FAUCET WITH A MINIMUM 25 SECOND (GAL) (GPH) (OF) (KW) ELEMENTS GUARDS PER ADA. ALT MFG: ZURN, TOTO. S-1 (LBS) L-2 WH AO SMITH JANITOR - 40 23 90 5.5 EA 2 SINK 208/3/60 500 1, 2,3 1 DEN -40 ADA REQUIREMENTS. PROVIDE APRON, IF REQUIRED, TO COMPLY WITH ADA REQUIREMENTS. ALT MFG: HAWS, COUNTERTOP, ACCESSIBLE SUNROC MS -1 MOP SINK - FIAT MODEL MSB -2424, OR EQUAL, MOLDED STONE, 24"X24"X10" DEEP. FAUCET: FIAT 830AA, - INTEGRAL STOPS, WITH 3/4" HOSE THREAD OUTLET, BUCKET HOOK AND VACUUM BREAKER. ALT MFG: ACORN. FD -1 FLOOR DRAIN - JAY R. SMITH #2010A, OR EQUAL, CAST IRON BODY, ADJUSTABLE ROUND STRAINER, TRAP - PRIMER CONNECTION. ALT MFG: ZURN. 1. NON -SIMULTANEOUS OPERATION.' FLOOR DRAIN (FUNNEL DRAIN) - JAY R. SMITH #2010 SERIES OPTIONAL STRAINER HEADS, SUFFIX -A, NICKEL 1/2 BRONZE, ROUND STRAINER. JAY R SMITH #2010 SERIES OPTIONAL STRAINER HEADS, SUFFIX -X: FIG. 3580. - TRAP PRIMER CONNECTION. HB -1 2, TP&R VALVE. ACCESSIBLE ROOF HYDRANT. MOP SINK 3/4 - 3/4 3. OR EQUAL. 3 - FLOOR MOUNT FD -1 FLOOR DRAIN - PLUMBING FIXTURE SPECIFICATIONS SANFORD FL MARK DESCRIPTION ' WC -1 WATER CLOSET (ACCESSIBLE) - AMERICAN STANDARD CADET MODEL #2467.016, OR EQUAL, FLOOR MOUNTED, C.W. VITREOUS CHINA, 2 1/8" TRAPWAY, ELONGATED BOWL, PRESSURE ASSISTED SIPHON JET, 1.6 GPF. SEAT: HW AMERICAN STANDARD MODEL #5901.100, OPEN FRONT, LESS COVER. ALT MFG: ZURN, TOTO. WC -2 WATER CLOSET - AMERICAN STANDARD CADET MODEL #2333.100, OR EQUAL, FLOOR MOUNTED, VITREOUS WC -1 CHINA, 2 1/8" TRAPWAY, ELONGATED BOWL, PRESSURE ASSISTED SIPHON JET, 1.6 GPF. SEAT: AMERICAN 3/4 STANDARD MODEL #5901.100, OPEN FRONT, LESS COVER. ALT MFG: ZURN, TOTO. U-1 URINAL (ACCESSIBLE) - AMERICAN STANDARD MODEL #6501.010, OR EQUAL WASHOUT, 1.0 GPF, 3/4" TOP 4 SPUD, VITREOUS CHINA, ELONGATED RIM, INTEGRAL TRAP. FLOOR MOUNTED URINAL CARRIER WITH HANGER FLOOR MOUNT- ACCESSIBLE PLATE, JOSAM MODEL 17800. FLUSH VALVE: ZURN MODEL #Z6001AV-WSI, COORDINATE WITH WATER CLOSET ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS PRIOR TO ROUGH -IN. ALT MFG: ZURN, TOTO. L-1 LAVATORY (ACCESSIBLE) - CRANE MODEL #1304V, OR EQUAL, WALL HUNG, VITREOUS CHINA, WITH 2 FRONT OVERFLOW AND FAUCET LEDGE AT 4" OC. WALL MOUNTED LAVATORY CARRIER WITH CONCEALED - ARMS, JOSAM MODEL 17100 SERIES. FAUCET: SYMMONS #S -60-H SCOT METERING FAUCET WITH A U-1 MINIMUM 25 SECOND FLOW, 0.5 GPM AERATOR, BLADE TYPE HANDLE, GRID DRAIN. TRAP: 1 1/4" X 1 1/2" 3/4 ADJUSTABLE P -TRAP. STAINLESS STEEL BRAIDED RISERS WITH LOOSE KEY STOPS. MOUNT TO ADA - REQUIREMENTS. PROVIDE LAV GUARDS PER ADA. ALT MFG: ZURN, TOTO. L-2 LAVATORY (ACCESSIBLE) - CRANE MODEL #1580V, OR EQUAL, VITREOUS CHINA, WITH FRONT OVERFLOW AND WALL HUNG - ACCESSIBLE FAUCET LEDGE AT 4" OC. FAUCET: SYMMONS #S -60-H SCOT METERING FAUCET WITH A MINIMUM 25 SECOND LAVATORY FLOW, 0.5 GPM AERATOR, BLADE TYPE HANDLES, GRID DRAIN. TRAP: 1 1/4" X 1 1/2" ADJUSTABLE P -TRAP. 1/2 STAINLESS STEEL BRAIDED RISERS WITH LOOSE KEY STOPS. MOUNT TO ADA REQUIREMENTS. PROVIDE LAV 2 GUARDS PER ADA. ALT MFG: ZURN, TOTO. S-1 SINK - (ACCESSIBLE) MUSTEE MODEL 10C UTILITY SINK, OR EQUAL, 22"X25"X13-3/4" DEEP, MOLDED L-2 FIBERGALSS, ONE-PIECE SEAMLESS CONSTRUCTION WITH SELF -RIMMING EDGE. FAUCET: ELKAY MODEL 1/2 #LKD2448BH, BLADE TYPE HANDLES, GOOSENECK, REMOVABLE STRAINER, 1 1/2" ADJUSTABLE P -TRAP. SUPPLY: - FLEXIBLE RISERS WITH STOPS. S-2 SINK - (ACCESSIBLE) ELKAY MODEL PSRAD2219, OR EQUAL, 22"X19 1/2"X5 1/2" DEEP, 20 GAUGE TYPE 304 COUNTERTOP, ACCESSIBLE STAINLESS STEEL, SELF RIMMING, FAUCET: ELKAY MODEL #LKD2448BH, BLADE TYPE HANDLES, GOOSENECK, SINK REMOVABLE STRAINER, 1 1/2" ADJUSTABLE P -TRAP. SUPPLY: FLEXIBLE RISERS WITH STOPS. EWC-1 ELECTRIC WATER COOLER - (ACCESSIBLE) ELKAY #EZSTL8LC, OR EQUAL, WALL MOUNT, BARRIER FREE ACCESS, DUAL LEVEL, 8.8 GPH OF 50^F WATER BASED ON 80^ INLET / 90^F AMBIENT. 370 WATTS, 4.0 FLA. MOUNT TO 2 2 ADA REQUIREMENTS. PROVIDE APRON, IF REQUIRED, TO COMPLY WITH ADA REQUIREMENTS. ALT MFG: HAWS, COUNTERTOP, ACCESSIBLE SUNROC MS -1 MOP SINK - FIAT MODEL MSB -2424, OR EQUAL, MOLDED STONE, 24"X24"X10" DEEP. FAUCET: FIAT 830AA, - INTEGRAL STOPS, WITH 3/4" HOSE THREAD OUTLET, BUCKET HOOK AND VACUUM BREAKER. ALT MFG: ACORN. FD -1 FLOOR DRAIN - JAY R. SMITH #2010A, OR EQUAL, CAST IRON BODY, ADJUSTABLE ROUND STRAINER, TRAP - PRIMER CONNECTION. ALT MFG: ZURN. FD -2 FLOOR DRAIN (FUNNEL DRAIN) - JAY R. SMITH #2010 SERIES OPTIONAL STRAINER HEADS, SUFFIX -A, NICKEL 1/2 BRONZE, ROUND STRAINER. JAY R SMITH #2010 SERIES OPTIONAL STRAINER HEADS, SUFFIX -X: FIG. 3580. - TRAP PRIMER CONNECTION. HB -1 ROOF HYDRANT - WOODFORD MODEL #SRH -MS, BACLKFLOW PROTECTED, AUTOMATIC DRAINING, FREEZELESS ACCESSIBLE ROOF HYDRANT. PLUMBING FIXTURE SCHEDULE SANFORD FL MARK FIXTURE ROUGH -IN (INCHES) REMARKS C.W. TW HW V S/W I TRAP WC -1 WATER CLOSET 3/4 - 1 1/4" 2 4 6 5.9 FLOOR MOUNT- ACCESSIBLE WC -2 WATER CLOSET 3/4 - - 2 4 - FLOOR MOUNT U-1 URINAL 3/4 - - 2 2 WALL HUNG - ACCESSIBLE L-1 - LAVATORY 1/2 1/2 - 2 2 1 1/4 X 1 1/2 WALL HUNG - ACCESSIBLE L-2 LAVATORY 1/2 1/2 - 2 2 - COUNTERTOP, ACCESSIBLE S-1 SINK 1/2 - 1/2 2 2 COUNTERTOP, ACCESSIBLE S-2 SINK 1/2 - 1/2 2 2 - COUNTERTOP, ACCESSIBLE EWC-1 WATER COOLER 1/2 - 2 2 - ACCESSIBLE MS -1 MOP SINK 3/4 - 3/4 2 3 - FLOOR MOUNT FD -1 FLOOR DRAIN - - - 2 2 SIZE AS SHOWN UNLESS NOTED OTHERWISE FD -2 FUNNEL DRAIN - - - 2 2 - SIZE AS SHOWN UNLESS NOTED OTHERWISE HB -1 HOSE BIBB 3/4 - PROVIDE STOPS ON ALL FIXTURES NOT FURNISHED WITH INTREGAL STOPS. REFER TO PLANS FOR TEMPERED/HOT WATt 1{ LOCATIONS. DOMESTIC WATER BRANCH PIPE SIZING CALC PROJECT: SANFORD FL - IMMUNOTEK PLASMA CENTER DATE: 09/13/2018 1/2" 2.4 1 - 3.7 3/4" 5.9 PROJECT NO.: L18110 BY: MSA CHECKED BY: BY Friction Loss in Head in Lbs per Sq. In. per. 100 ft. Length Fairly Rough 10000 8000 6000 5000 4000 0111 2000 1000 800 600 500 400 300 200 100 80 50 40 30 20 10 8 6 5 4 3 2 I I "< I n I 1 1 11 \ �r N I I 1 1,\U \ I S I t I I I I Y I 1 0.1 .2 .3 .4 .6 .8 1 2 3 4 6 8 10 20 30 405060 80100 Friction Loss in Head in Lbs per Sq. In. per. 100 ft. Length STATIC HEAD (S.H.)= 20 FT. x 0.43 = 8.6 P.S.I. PRESS. AVAIL= 55 SERV PRESS.- ( 8.6 S.H.- 15 REQ'D PRESS.- - DEVELOPED LENGTH (LONGEST RUN) = 250 FT. 50% FITTING LENGTH = 125 FT. TOTAL EQUIVALENT LENGTH = 375 FT. ALLOWABLE FRICTION LOSS/10OFT. _ ( 31.4) 100 = 8.37 P.S.I. 375 c a a V) c 0 a cD 0 METER) = 31.4 PSI COLD WATER MAX. FLOW (GPM) FLUSH TANK F.U. FLUSH VALVE F.U. VELOCITY (FPS) 1/2" 2.4 1 - 3.7 3/4" 5.9 6 - 4.6 V, 15.0 21 - 5.3 1 1/4" 23.0 36 6 5.9 1 1/2" 38.0 78 25 6.9 2" 78.0 264 1140 7.8 HOT WATER MAX. FLOW (GPM) FLUSH TANK F.U. FLUSH VALVE F.U. VELOCITY (FPS) 1/2" 2.4 1 - 3.7 3/4" 5.9 6 - 4.6 1 " 15.0 21 - 5.3 1 1/4" 23.0 36 6 5.9 1 1/2' 35.0 66 20 5.0 2" 60.0 175 76 5.0 WATER HAMMER ARRESTORS P.D.I. SYMBOL FIXTURE UNITS A 1-11 B r 12-32 C 33-60 D SE 61'- 113 E 114- 154 F _ 155 - 330 NOTE: INSTALL AS PER MANUFACTURER MODEL'S RECOMMENDATIONS (P.D.I. = PLUMBING DRAINAGE INSTITUTE STANDARDS.) G C d C a C L d G C cr Cr. LL C of al 01 1- M c9 0 LO 0 z Q x 42 -17 O r,- E N O w LO UJ co to lam./l Q M a� c LU 0 > Q /�+ � _ Of J N Y W C Q CU 00 Lo ti C:) c 0 LL H W v } J r Q � m LU �i �OL v z 0 � O c)LU z� o0 LU z ~ Y Qi LU < N 00 0� W z o0 4 A /,41J z r SE COPYRIGHT©2011 AC,KAL ARCHITEGT5. This document Is the property of Ackal Architects, APC, This Document may NOT be copled, reproduced or used without the written consent from Ackal Architects, APG. Project Number_ 18-014 Date: 09/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: 5AtNFORD Revised: Sheet Name: PLUMBING 5GHEDULE5 Sheet No. i MF003 31 of 5q 11 0 4 A AIR DUCT AIR DUCT AIR FLOW j r nrnrr� "^n'NECTION OR CONICAL CONNECTION RECTANGULAR 1490IRT\►■110] 1 DUCT SIZE 1ANUAL DAMPER WITH QUADRANT IN DUCT i/• -r vviv I n yr orwivCH DUCT (4" MIN) AIRFLOW 150 MAX )TH SIDE PLAN OR SIDE VIEW ACOUSTICALLY INSULATED FLEXIBLE= DUCT WITH AN ACOUSTICALLY TRANSPARENT SPUNBOND NYLON LINER FABRIC (MAX LENGTH 5'-0" AND MAX. SAG 1" PER FOOT) SPIN -IN DUCT CONNECTOR SIZE AS INDICATED ON PLAN BELLMOUTH OR THERMAFLEX "THERMAFLAIR" TYPE TD OR CD FACTORY FABRICATED SHEET METAL TAKE -OFF CEILING INSULATED SQUARE TO ROUND �— ADAPTOR IF REQUIRED .. SEE PLAN FOR DUCT SIZE IANUAL DAMPER WITH )UADRANT IN DUCT IF oLLLrrvv I fi FITTING DOES NOT HAVE A DAMPER A TYPICAL BRANCH DUCT TAKE -OFF M PO.4 NTS VERTICAL DISCHARGE Cn O QUICK CONNECT COUPLINGS WITH SERVICE VALVES AIR COOLED INSULATED CONDENSING UNIT _ — _ — -1, l SUCTION LINE INTAKE GRILLES ---\,, 4"X4"X1/4" NEOPRENE & I LIQUID LINE DRYER CORK ISOLATOR PADS 14" TALL EQUIPMENTPAD I ( LIQUID LINE ROOF EXTEND TO ASSOCIATED U FAN COIL UNIT IN SPACE NOTE: 1. REFRIGERANT LINE SHALL BE SIZED PER MANUFACTURER RECOMMENDATIONS. ' v l ROOF MOUNTED CONDENSING UNIT MPGA NTS DISC C FACTORY FABRICATE[ CURB BY MECHANCIAI CONTRACTOR PROVIDE FLASHING AS REQUIRE[ ROOF DECK CURB TO MATC ROOF SLOP G l ROOF EXHAUST FAN M PO.4, / NTS FAN IP TATE SIZE WITH PLANS AIRFLOW 'DUCT TRANSITION MPO.4NTS ROOFTOP UNIT FLEX CONNECTIONS AT DUCT DROPS CONDENSATE DRAIN CONDENSATE DRAIN DOWN REFER TO PLUMBING PLANS FOR SIZE AND ROUTING ROOF CURB INSTALLED BY MECHANICAL CONTRACTOR 0 PLAN OR SIDE VIEW OUTSIDE AIR INTAKE GAS PIPING REFER TO PLUMBING PLANS FOR SIZE AND ROUTING S ROOF STRUCTURE SEE STRUCTURAL DRAWINGS DUCT TYPE SMOKE DETECTOR WIRE TO DEACTIVATE UNIT UPON ACTIVATION RETURN & SUPPLY DUCT DROPS SAME SIZE AS AC -UNIT CONNECTIONS. E ROOFTOP AIR CONDITIONING UNIT MP0.4 NTS PERIMETER ANGLES: GALVANIZED STEEL PROVIDE 1/8" CLEARANCE ON HEIGHT AND WIDTH. FIRE RATED WALL ASSEMBLY -� 1" MIN. DAMPER COLLAR EXTENSION IS AN INTEGRAL PART OF SLEEVE INSTALL FIRE DAMPER PER MANUFACTURERS INSTRUCTIONS, INCLUDING FASTENER OPTIONS AND GAUGES FOR SLEEVE AND PERIMETER ANGLES. MUST BE INSTALLED WITHIN RATED PARTITION. NOT LESS THAN 1-1/2"X1-1/2" 14 GAUGE, TO PROVIDE 1 INCH MIN. OVERLAP OF OPENING ON ALL 4 SIDES. DO NOT ANCHOR TO WALL. GALVANIZED SLEEVE: GAUGE NOT LESS THAN CONNECTING DUCT. FASTEN SLEEVE TO DAMPER FRAME ANT TO PERIMETER ANGLES. -FIRE DAMPER LABEL ON ACCESS DOOR ACCESS DOOR OF ADEQUATE SIZE & LOCATION TO PERMIT MAINTENANCE AND RESETTING OF FIRE DAMPER. INSULATE DOOR IF DUCT IS INSULATED. BREAKAWAY DUCT CONNECTION SEAL THE JOINTS. SEE S.M.A.C.N.A. GUIDELINES DUCT (TYP.) NOTES: 1. DAMPER SHALL BE CONSTRUCTED, TESTED & INSTALLED IN ACCORDANCE WITH U.L. STANDARD 555. 2. ALL DAMPER BLADES SHALL BE LOCATED OUT OF AIR STREAM (TYPE 3A, 3B, 7, 8). IF MULTIPLE DAMPERS ARE REQUIRED TYPE 2 MAY BE USED. 3, PROVIDE SPRING LOADED CLOSURE FOR ALL FIRE DAMPERS. H FIRE DAMPER MPO.4 NTS STAINLESS STEEL CLAMP OR NYLON TY -WRAP (TYP AT BOTH ENDS) VOLUME DAMPER SUPPLY AIR DUCT CEILING SYSTEM (COORDINATE DIFFUSER TYPE WITH GC AND ARCHITECTURAL RCP) NOTES: 1. USE WORM DRIVE CLAMPS OR DRAW BANDS FOR CONNECTING FLEXIBLE AIR DUCT TO DIFFUSER AND BRANCH DUCT. SPLICES IN FLEXIBLE AIR DUCT SHALL NOT BE ALLOWED. c 1 CEILING DIFFUSER WITH FLEX DUCT MPO.4NTS r— HOT GAS BYPASS LINE �I (IF APPLICABLE) I I FILTER DRYER WITH ISOLATION AND BYPASS VALVES —J I n COOLING COIL '--SOLENOID VALVE SIGHT GLASS EXPANSION VALVE NOTES: 1. ALL PIPING, TRAPS AND CONTROL EQUIPMENT SHALL BE SIZED AS REQUIRED BY MANUFACTURER. ' F l SPLIT SYSTEM DX PIPING MPGA NTS AIR COOLED CONDENSER SUCTION LINE (INSULATED) LIQUID LINE MSA#L18110 z Cn O Q 0 CD U U Q Z w 0 Cn Cr3 LL F_ o LO CD Q z Q x m _ O E N Lu Ln o � , U UJ co to U� -o r- Q � UJ C U L Q � o crs LL J LO W � d , U Q COU = o m 0 W� }LUJ J r Q � m � V � z O Qs z � -1 o0 LU z QT O O oQ LU � �o N N 4, PN 141 '`••✓ r f,',' J'} i 'tib T 'r • c: ��• SE 13 2018 COPYRIGHT© 2017 AGKAL ARGHITEGT5. This document Ie the property of Ackal Archltects, APG This Document may NOT be copled, reproduced or used without the written consent from Ackal Architects, APG. Project Number: 18-014 Date: 0q/13/201 b Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: DIAGRAMS Sheet No. MF004 38 of 5q , , , , , , GALVANIZED HANGER THREADEE HANGER ROE HANGER STRAP UNISTRUT OR ANGLE IRON NOTES: 1. ON DUCTS OVER 48" WIDE, BOTTOM SHALL BE BRACE BY ANGLE. FOR CROSS SECTION AREA MORE THAN 8 SQUARE FEET, DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES. 2. SUPPORTS SHALL BE SPACED AND SIZED AS PER SMACNA STANDARDS. DUCT HANGER SUPPORT MP0.5� BACKFLOW PREVENTER SEAL VACUUM BRE/ F RAP PRIMER 'ALVE ACUUM BREAKER D RT TRAP PRIMER VALVE c0 rnX 03 �z G) 0 0 D PRESSURE DEPENDENT TRAP PRIMER MP0.5 NTS COUF ' G WALL CLEANOUT MPO.S NTS DISTRIBUTION UNIT (AS REQUIRED) FOR WALL CONST. RE: ARCH DWGS. CLEANOUT PLUG COUNTERSUNK SCREW POLISHED S.S. ACCESS COVER CLEANOUT TEE WASTE LINE LENGTH TO SUIT 1/8" BEND @ END OF LINE CLEANOUT SEWER PIPE MATERIAL AS SPECIFIED CLEANOUT AND ACCESS COVER TOP OF COVER TO BE FLUSH WITH TOP OF FLOOR e FINISHED FLOOR FLOOR CLEAN OUT MP0.5/ Q WASTE LINE LENGTH TO SUIT COUPLING (TYP) 1/8" BEND @ END OF LINE CLEANOUT SEWER PIPE MATERIAL AS SPECIFIED E SINK W/DISHWASHER M PO.5 NTS Hi (1 PIPE INSULATION GALVANIZED STEEL PII INSULATION SHIELD CLEVIS HANGER PIPE PIPE COVERI PROTECTION SADDLE INSULATION SHIELD WITH RIGID INSULATION INSERT. MINIMUM LENGTH SHALL BE 12". NOTES: 1. USE CLEVIS HANGER FOR 1/2" UP TO 4". 2. USE ROLL SUPPORT HANGER FOR 6" TO 8". 3. PIPE 10" AND LARGER SHALL HAVE ROLLER. SUPPORT HANGER WITH DUAL RODS. FASTEN TO TOP CHORD OF STRUCTURAL ELEMENTS, W/ 3 -WAY STOP PIPE HANGER FOR INSULATED PIPING MPO.5/ 'IPE INSULATION ROLLER SUPPORT HANGER 11YJV Lr\I1VIY .., =LD WITH RIGID INSULATION INSERT. MINIMUM LENGTH SHALL BE 12". RO TO MP0.5� TURN LEAD DOWN INTO STACK VENT STACK. REFER TO PLANS FOR SIZE VENT THROUGH ROOF CONDENSATE DRAIN PAN NOTES: MAINTAIN MINIMUM 10' CLEARANCE BETWEEN VENT STACK AND ANY OUTSIDE AIR INTAKE SHEET LEAD FLASHING - MOP IN WITH ROOFING MATERIAL SLEEVE ROOF CONSTRUCTION AS REQUIRED 1. THIS DIMENSION IN INCHES MUST BE GREATER THAN THE MAXIMUM FAN SUCTION STATIC PRESSURE IN INCHES WATER COLUMN. 2. THIS DIMENSION IN INCHES MUST BE GREATER THAN 1/2 OF DIMENSION IN NOTE 1 PLUS 1". 3. ALL PIPES FULL SIZE OF UNIT CONDENSATE DRAIN OUTLET. 4• MANUALLY PRIME TRAP BEFORE START UP. CONDENSATE DRAIN (DRAW THROUGH) MP0.5� REFER TO PLANS FOR ROUTING MSA#L18110 Him 11� O � Lo 0 ¢ z Q cn x D Fq O � E (V O ui L? � U W CO v7 U Jm W U L F �/ L.L_~ _� J N Lu a- U Q c m = U , rn CD r -- Q CD CO q���ttltlkblt11111111! A IN 7, SEP 13 2013 COPYRIGHT©2017 ACKAL ARCHITECTS. Tnls document Is the property of Ackal Archltec1;5, APC This Document may NOT be copled, reproduced or used without the written consent fromAckal Architects, APG. Project Number: 18-014 Date: 09/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G L File Name: SANFORD Revised: Sheet Name: DIAGRAMS Sheet No. MF1005 3q of Sq I [,,IIr UNION (TYP) THERMOSTATIC WATER CONTROLLER A TEMPERING STATION MP0.6 NTS 6" MIN 6" MIN HEAT TRAP (TYP) I r---1 I 1/2 INSULATION ON 11 i t FIRST 8 FT OF PIPNG I 1 HOT WATER OUTLET i i L' COLD WATER INLET I 1 6" MIN 18" MIN. i i 6" MIN I I I I I I �— 1 1 BALL VAI VF DIELECTRIC UNION (TYP) SEISMIC WATER HEATER RESTRAINT (TYP) DRAIN PAN 4" CONCRETE HOUSEKEEPING PAD FLOOR LINE —� '_B � ELECTRIC WATER HEATER M P0.6 / NTS (TYP) ASME TEMPERATURE & PRESSURE RELIEF VALVE WITH FULL SIZE DRAIN TO OVER FLOOR/MOP SINK I r HEATER DRAIN VALVE WITH HOSE END PIPE HEADER PIPE HEADER PIPE RISER 20' MAX TO FIXTURES OPTION A PIPE RISER 20' M. WATER HAMMER ARRESTOR. REFER TO PLANS FOR SIZES. (TYP.) WATER HAMMER ARRESTOR. REFER TO PLANS FOR SIZES. (TYP.) PIPE HEADER PIPE HEADER PIPE RISER OVER 20' (L) TO FIXTURES OPTION C PIPE RISER _OVER 20' (L)_ _OVER 20' (L)_ TO FIXTURES TO FIXTURES OPTION B NOTES: OPTION D 1. REFER TO PLANS FOR PIPE SIZES AND EXACT ROUTING. 2. TYPICAL FOR BOTH DOMESTIC COLD AND HOT WATER SYSTEMS. 3. WHA LOCATED ON DRAWINGS INDICATES MINIMUM REQUIRED. THIS CONTRACTOR SHALL REVIEW EACH INSTALLATION AND DETERMINE IF ADDITIONAL WHA ARE REQUIRED. IF IT IS REQUIRED, INSTALL PER THIS DETAIL AND/OR AS RECOMMENDED BY THE MANUFACTURER AND PDI STANDARDS. c WATER HAMMER ARRESTOR M P0.6 % NTS 2" VENT 4" WALL CLEANOUT FIN. FLOOR 4" WASTE DRAIN BY FIRE PROTECTION CONTRACTOR 2" MINIMUM AIRGAP ANCHOR TO WALL (TYP.) 6" C.I. SOIL PIPE N.H. COUPLING (TYP.) 6 x 4 INCREASER 1/2" TUBING FROM TRAP PRIMER TRAP PRIMER ADAPTER 4" P -TRAP FIRE SPRINKLER STAND PIPE NTS WATER HAMMER ARRESTOR. REFER TO PLANS FOR SIZES. (TYP.) WATER HAMMER ARRESTOR. REFER TO PLANS FOR SIZES. (TYP.) MSA#L18110 z 0 I— 0 0- o U U Q z w 0 cn o Q0 ck� LD Cl-� Q z g x :D @ O rc'- C N 0 L- 10 Jr- co n U i U W U > Q L rr 0 ti ca J N W L? W U Q co CB (D r -- (D c �,��►ifrrrfrfffry PrA I N yam''''% ,, . to • ............ pG �:., OF141 Jail 1 i111�•o-�� 13 2013 COPYRIGHT©2017 ACKAL ARGHITEGT5. This document 15 the property of Ackal Architects, APG This Document may NOT be copied, reproduced or u5ed without the written consent from Ackal Architects, APG. Project Number: 18-014 Date: 01/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: 5ANFORD Revised: Sheet Name: DIAGRAMS Sheet No. mpoo(o 40 Of 5q i t ENERGY GAUGE SUMMIT INPUT REPORT Input Data Report Project Information ProJ,et Name: LmnuudTek Plasma Project Title: ISL\lU\(YIEK ULO CLy'IFRS;[1C Address: 267U S. RL ADO U State; FL L : 2773 S O <, R p 3 Owner: RRCOMPINIESOFA11ERiCA Buiidirg'r)pe: Hcutdsm'cC(iviC Building Clauifkauaa: Rrssmadov to exs>tatgbuddwg Ne.ofstodcs: 1 Gro ama(SF): 12,250 mag. Rmaden:. vena Elia Gau ,Summit) Fla'C-2017. TAM 2017-1.0 ianl SoUrim. Effective Date: Dec 31 2017 c a Summit) FIWCom-2017. TAM 2017.1.0 Compliant Software. "effective Date: Dec 31 2017 rgY 9 � s rgyGeuge p Fiance Cade Su04 Edition(2017)-Ener Energy IECC 2015 -Total Budn9 Performarvs Corbiblence Option Flaida BuOdirg Code, Edition (2 17) -EnergY IECG 2015-ToFal BuidrPeafamaComitance0 Plan 97/372018 Page 15 of 19 9/1312018 Yagu IG of 19 Lighting Zones Ho Type Categoy No. ofer Warts per PowCentral Type No.-IfLundoaires No Acronym Deuripliml 7)pe .Area No drWd 'hand: 1xn I YrBZot Zmx i CONDITIONED 12250.0 1 12250.0 ❑ Nu vent Constant Volume Packaged Spaces _ Recessed Fluorescent- Gcvcr4l LlgbtWg 90 64 5760 Central t ❑ No Aeron)m 0escriptlou Type Depth Width lieight .11ult 'Cuts[ Find 4 x- d Fiuureauvl- Grnural G3huog I 34 34 CuulrW cumrvl till tDl - (fIJ .\rca Vbl[ctj 5 LED Geucra(Ligbdng IU 25 ZSo Ceptral cunaul 1 ❑ 6 .LED Gwcw(Lighfhtg Ig 25 450 CenuWconWl II. YryZoi BI W hr sf E Iter l ) ft ft P II N'o Uncrfpdoe Type width It(EDer) 1I,Itf .Area Oros C..d- H.t Drat. e Sp. heat 1 YsVCo1S91 Zunrl Exa,NfrrauvaLL (liosphalj i?S.W 98.W 30.00 L 12250.0 12-15W.0 Elia Gau ,Summit) Fla'C-2017. TAM 2017-1.0 ianl SoUrim. Effective Date: Dec 31 2017 c a Summit) FIWCom-2017. TAM 2017.1.0 Compliant Software. "effective Date: Dec 31 2017 rgY 9 � s rgyGeuge p Fiance Cade Su04 Edition(2017)-Ener Energy IECC 2015 -Total Budn9 Performarvs Corbiblence Option Flaida BuOdirg Code, Edition (2 17) -EnergY IECG 2015-ToFal BuidrPeafamaComitance0 Plan 97/372018 Page 15 of 19 9/1312018 Yagu IG of 19 Lighting Peens, spec;! tions, ard'w olcWaUons provide Ho Type Categoy No. ofer Warts per PowCentral Type No.-IfLundoaires Insulattua Lum(uake (1V) Gr(ptx In Zeno:PrUZ.1 IPLV F1 Bod I.spec Pr0Z LSP) 42D990-00 15.00 3089W.W }.50 1)8)0.00 0.82 12100.00 0.82 10.60 1 Rco.Psud Fiuurexent- G,¢enl Lighthrg -mil 46 76 4416 Centra-oAl co¢Rnt t ❑ Nu vent Constant Volume Packaged El _ Recessed Fluorescent- Gcvcr4l LlgbtWg 90 64 5760 Central t ❑ Ne Desalpllon Type Width 11(Elf.) }Idea Ana "rill Card. Rear Cap Dr.,. R -Value 3 C pa t F( v'samt Ger. r t L ght g 15 64 I60 Cutnal couirul 1 ❑ 4 x- d Fiuureauvl- Grnural G3huog I 34 34 CuulrW cumrvl I ❑ No Yr:nl along with this ❑. 5 LED Geucra(Ligbdng IU 25 ZSo Ceptral cunaul 1 ❑ 6 .LED Gwcw(Lighfhtg Ig 25 450 CenuWconWl i ❑ Walls (Walls will be rotated clockwise by building rotation value) BI W hr sf E Iter l ) ft ft P II N'o Uncrfpdoe Type width It(EDer) 1I,Itf .Area Oros C..d- H.t Drat. e Sp. heat RO int. peer int A.. .cream opadsy pidrn ILsr.Frar.lffinwl Conlrvl )14e T' Iurwh.tLFl letWstrl ' Used in Zene. Imeli Cwling C'ap.hy ' Windows (Windows will be rotated clockwise by building rotation value) 'No T)Pe N'o Uescr[pdun orientation Shaded U SUCC Vis.Tra lV H(EReq 3lutti Tutal Area lIY1 IRI PIer [MIBlwh.dit IBWsCFI lnvn lb.O..Fathr [Blwnrs[FJ ilii Iftl prier iJtj n zene Uer tty RValue InwW1: IBiwsr.Fl lIW'elj Ih.xLFmwl $'Stem-Ketwn Y Cautaut Wiwlic Design (including any credits) = 8a34 Elia Gau ,Summit) Fla'C-2017. TAM 2017-1.0 ianl SoUrim. Effective Date: Dec 31 2017 c a Summit) FIWCom-2017. TAM 2017.1.0 Compliant Software. "effective Date: Dec 31 2017 rgY 9 � s rgyGeuge p Fiance Cade Su04 Edition(2017)-Ener Energy IECC 2015 -Total Budn9 Performarvs Corbiblence Option Flaida BuOdirg Code, Edition (2 17) -EnergY IECG 2015-ToFal BuidrPeafamaComitance0 Plan 97/372018 Page 15 of 19 9/1312018 Yagu IG of 19 Ener9YQua Sxanit) Fecom2017. TAM 2017-1.0 compliantliantSoware. EPacre D3te. Dec 3i 201T Ener9YGau a SmFlWGvro2017. Tht 2017.7.0 Com Pfani EffedlaDate . Cee 31 2017 Florida Building Code Sixth Edition (201 0Energy Conser+a!ron IECC 2015 -Total BeivEng Pefamw CaRanca OptionFloridalortla Building Cada, Sixth E l"hxt (2017]-Enorgy' Co serva'on IECC 201 - Total Building dugPerfmance C m prante O tio 971312018 Page 17 of 19 91132U18 Pugc i8 of 19 Piping Doors Peens, spec;! tions, ard'w olcWaUons provide No Description 'Type Shade': Width fi (EHec) {lupi ,Arca Cited. Was. tit Cap. R Insulattua 119 ilii Ptier hQ IBlwhstFl Up''a9 pSloisf. ibsLF7 Capacity EJncieucy IPLV F1 Bod In Loue: 42D990-00 15.00 3089W.W }.50 1)8)0.00 0.82 12100.00 0.82 10.60 Ls WWI: �� 4��.�'��'�x�¢be PASSES PLANT Constant Volume Packaged El Plant Roofs PASSES Ne Desalpllon Type Width 11(Elf.) }Idea Ana "rill Card. Rear Cap Dr.,. R -Value IPLV (nl IRF Aller tin. laegl ImwbSf•PI lmwsf. F7 olden Ih•sE Flaw In Gant. Ell. Criteria IPLV Jm WIusLFJ Water Heaters along with this ❑. a\Y-Ile ter Uesf da Ca PudlY Skylights '10000 to 16ca Bw•n No Uesu(plien Type U SHGC Y'Is. Trans N IF(Etfec) HutIF Area Tutiill C I' g C parity BI W hr sf E Iter l ) ft ft P II S iill in tIl in Dune: tensity Sp. heat In Roel' No. or \lata per AreWt WNo Lum,o- Lurtin ,Drum t I Conlrvl )14e T' il'attage lv 11 ' Used IBIWG.rf.P Imeli Cwling C'ap.hy Floors 60'L4.4 'No T)Pe Width 1i(Effee) ItiltArea Cont Ilal C . lleua R -Value Constructs Used lIY1 IRI PIer [MIBlwh.dit IBWsCFI lnvn lb.O..Fathr la Zone: Co f Voluwe t Simple diasslesx Conductet. Ileal Cap Uer tty RValue ❑ Ener9YQua Sxanit) Fecom2017. TAM 2017-1.0 compliantliantSoware. EPacre D3te. Dec 3i 201T Ener9YGau a SmFlWGvro2017. Tht 2017.7.0 Com Pfani EffedlaDate . Cee 31 2017 Florida Building Code Sixth Edition (201 0Energy Conser+a!ron IECC 2015 -Total BeivEng Pefamw CaRanca OptionFloridalortla Building Cada, Sixth E l"hxt (2017]-Enorgy' Co serva'on IECC 201 - Total Building dugPerfmance C m prante O tio 971312018 Page 17 of 19 91132U18 Pugc i8 of 19 Piping Systems Peens, spec;! tions, ard'w olcWaUons provide Component Pi05y1 Systems Constant Fulmna Packaged System Insulattua Na. Of Units I Cemveuent Cafeaory Capacity EJncieucy IPLV Kuuoe['2 1 cwim systenl ieadn ') L 1 S 3 .lir Handling 5ysiem -Supply 4 Air E{sudlWg System-Rcimn 42D990-00 15.00 3089W.W }.50 1)8)0.00 0.82 12100.00 0.82 10.60 ❑ ❑ ❑ ❑ �� 4��.�'��'�x�¢be PASSES PLANT Constant Volume Packaged Fenestration Used Plant Envebpa PASSES Equipment Category 5rr, ImL\uE1C No Entry IPLV Conductance Panes Yes/NulNA IMPORTANT MESSAGE Ell. Criteria IPLV Jm WIusLFJ Water Heaters along with this Compliance Report a\Y-Ile ter Uesf da Ca PudlY Ca .U.II UP IAL Efficiency '10000 to 16ca Bw•n I- IF2ttldd venter helper 44 [cWj 6 (kNj 0.9299 ter] C I' g C parity [Dunn) ❑ Only RVal.c Ext -Lighting tensity Sp. heat Uescriplion Category No. or \lata per AreWt WNo Lum,o- Lurtin ,Drum t I Conlrvl )14e T' il'attage lv 11 ' Used IBIWG.rf.P Imeli Cwling C'ap.hy El Ener9YQua Sxanit) Fecom2017. TAM 2017-1.0 compliantliantSoware. EPacre D3te. Dec 3i 201T Ener9YGau a SmFlWGvro2017. Tht 2017.7.0 Com Pfani EffedlaDate . Cee 31 2017 Florida Building Code Sixth Edition (201 0Energy Conser+a!ron IECC 2015 -Total BeivEng Pefamw CaRanca OptionFloridalortla Building Cada, Sixth E l"hxt (2017]-Enorgy' Co serva'on IECC 201 - Total Building dugPerfmance C m prante O tio 971312018 Page 17 of 19 91132U18 Pugc i8 of 19 Piping Compliance Summary Peens, spec;! tions, ard'w olcWaUons provide Component U ralfn InsWatiou No T)Pe pv C Nummal i e P P Insulattua Is Temp Cunduelisiry' Uiameler 1'hl,kness Kuuoe['2 IFF I Bet-iwhsf:E) lint .tet) HVAC SYSTEM �� 4��.�'��'�x�¢be PASSES PLANT Constant Volume Packaged Fenestration Used WATER HEATING SYSTEMS Envebpa PASSES Glass Name Glass'1'ype Nv. of SHGC VCC No Entry Me[ all required compliance from Conductance Panes Yes/NulNA IMPORTANT MESSAGE Ell. Criteria IPLV Jm WIusLFJ Info 5009 -- _ -An input report of this design building must be submitted along with this Compliance Report 10,60 PASSES 33762 '. '10000 to 16ca Bw•n 5023 Materials Used 6023 C I' g C parity Hgh-albedo mos saJ'IY ono dine follow ng. Only RVal.c Turek (:oad- tensity Sp. heat Jiai Nu .\eronym Uescripdon R -Value h.sLF' Btu l Ct .cll,a r (a 9 l lir 1 ' Used IBIWG.rf.P Imeli Cwling C'ap.hy Fenestra+ion 60'L4.4 Airtimsaliug Air liandLcr(Supply)- Constructs Used PASSES a zte ur-Su iv Y pP. Co f Voluwe t Simple diasslesx Conductet. Ileal Cap Uer tty RValue �° '\`wne Construct CaasWet IBIwh.SLFI IBiwsr.Fl lIW'elj Ih.xLFmwl $'Stem-Ketwn Y Cautaut Wiwlic Design (including any credits) = 8a34 ❑ L,3,r Material \l'orlill Thickness Fr -mg PASSES J ' No. Iffl P¢ctor SYSTEM SPECIFIC G03.Z122 Mechanical hVACMnrreN«snAovers+zad I,,mdaibwabb ^ L3 s Summit) FIWCom2017. TAM 2017.1. Com nt 5o h.re. Effective Data: Dec 31 2017 EnergYGauq Pha Florida Bo3ding Cade, Sixth Edition (2017) - Energy Conservaien IECC 2015. Total Buikirg Pedorim- Compliance Option 9!1372018 Yagc 19 of 19 Check List Applications for compliance with the Florida Building Code Ener Conservation shall PP P 9 9Y include: ❑ This Checklist ❑The full compliance report generated by the software that contains the project slrrimary, compliance summary, certifications and detailed component compliance reports. ❑ The compliance report most include the full input report generated by the software as contigws part of the compiimlce capon. ❑ Boxes appropriately checked in the Mandatory Secdon of the complaince report, PROJECT SUMMARY Short Des,• feen-M!, Ptas¢m U scrlptirm: 11M:CUNOTEK BIO CENTERS rhsner; RRCUNWANIESOFAMERIC . r,ddro451: 2670 S. ORLNDU UR. City: SrNFORD. .Address2: State: -FL Zip: 32773 'lyp Fl allhcate Chic Cross; R,wovadouwexistuig budding Jurisdiwon: SA:\EURO, SEh[L\ULE COLIN [g FL(6919(0) ConditlonedArea: 12250 SF Co¢dido¢ed & U.Co¢ditio¢edAre.: 12250 SF soofsbrms:.l area W narromela,xr e e 05F Penni! No: 0 dray Tonnage 35 if drH reit"nate in: ENERGY GAUGE SUMMIT REPORT CERCIFICACIONS 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: BildingOff ah _ Dote: llate: I certify that this building is in compliance with the Florida Energy Elfictency Code OnnerAgenn Date: If Required by Florida law, I hereby certify I') that the system design is in compliance with the Florida Energy Efficiency Code .Arsiut„c Reg No: EIn;Rical Uc-,rgnen Uaria 4telruy Reg Nn: 10395 Ggiviug lhsiamcr. tL,:g Nu: Jtcclunical Ucsigacr. Ucnjausin Yang Reg Nd: 49077 P(wubing Desieper: Reg No: (') Signature is required where Florida. Law requires design to be performed by reg stared design professionals. Typed names and registration numbers may be used where all relevant 'Information is contained on signed/seaied plans. EnergyGeige Su ra irid Fla'COR 2017. T912017-1,0 Compuant Softere. E(lit Date: Dec 31, 2017 'cnlergyrauge SumminD Fla'Car-2017. TAM 2017.1.0 Comp(ant Sef:wa2. Effecthe Data: Dec 31, 2017 EnargyGauga Surntit) F1aCarr2017. TAM ALF -1.O CanPiani SORaara. Efied'nB Date: Dec 34, 2017 EnergyGauge Summifb RSCam-2017. LVA 2017-1.0Compiant Sofhrare. Effectha Dale: Dec 31, 2011 Forks or sdn9Code Sieh Edtia2017 -En Energy bIECC 2015 - Total Building Perfamarse Co Option n riaddBu O039Coda Sixth Edon t2011)-EnagyConneJa"onI_CC 201 S. euJd n9Peamaux CamP5ara Option Fords Bulthn9 Code Sixth nEdition 2017 - Ener9YCanaanati nIEC _015-ToldB ild039PedamComraraC Uen Fb, ida Rad Cade Sgn Edition (2017) • Eixf9YConsrvati i!ECC 2 1 - TOtstB ild"rg Porforwn COrp rce OJ on 911371018 Page hof 19 9/732018 - Pagc3oE I9')713)2018 Paga3 of 19 911172018 Pagai of 19 External Lighting Compliance Descrtptle¢ Categoy iradaGlel ARm4ance Brea ar Length ELPA CLP (\Y/Unit) or \o, uC Unid (1V) (1V) (Sgft or r) None rrojccl Inarmairk rmsmp e 00,10\O'IEK 010 CKNEERS, LLC Type it Wthcan CUW, E. w" .File: FL ORLANDO S,INFORD AIMPORT'.nu3 l ) Lighting Controls Compliance Aoro.y.T Mara, UescrlVHon ,Area - Bohm JCI. Compll- ID (xq.n) cr ce duce PrttZolSpl I0,004 F_cbuuTreaw:ent (Hosp1W) 12,250 6 2 PASSES PASSES , Project: Unmuno7ek Compliance Summary Peens, spec;! tions, ard'w olcWaUons provide Component Design Criteria Result Gross Energy Cost (in S) 8,834. 8,4929 FAILED LIGHTING CONTROLS deVsmined nor We madtanical sys'ums ard PASSES EXTERNAL LIGHTING Component No Entry HVAC SYSTEM �� 4��.�'��'�x�¢be PASSES PLANT Constant Volume Packaged No Entry WATER HEATING SYSTEMS Envebpa PASSES PIPING SYSTEMS Car¢pone¢t No Entry Me[ all required compliance from Check List? Yes/NulNA IMPORTANT MESSAGE Ell. Criteria IPLV Criteria liance Info 5009 -- _ -An input report of this design building must be submitted along with this Compliance Report 10,60 PASSES 33762 '. CERCIFICACIONS 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: BildingOff ah _ Dote: llate: I certify that this building is in compliance with the Florida Energy Elfictency Code OnnerAgenn Date: If Required by Florida law, I hereby certify I') that the system design is in compliance with the Florida Energy Efficiency Code .Arsiut„c Reg No: EIn;Rical Uc-,rgnen Uaria 4telruy Reg Nn: 10395 Ggiviug lhsiamcr. tL,:g Nu: Jtcclunical Ucsigacr. Ucnjausin Yang Reg Nd: 49077 P(wubing Desieper: Reg No: (') Signature is required where Florida. Law requires design to be performed by reg stared design professionals. Typed names and registration numbers may be used where all relevant 'Information is contained on signed/seaied plans. EnergyGeige Su ra irid Fla'COR 2017. T912017-1,0 Compuant Softere. E(lit Date: Dec 31, 2017 'cnlergyrauge SumminD Fla'Car-2017. TAM 2017.1.0 Comp(ant Sef:wa2. Effecthe Data: Dec 31, 2017 EnargyGauga Surntit) F1aCarr2017. TAM ALF -1.O CanPiani SORaara. Efied'nB Date: Dec 34, 2017 EnergyGauge Summifb RSCam-2017. LVA 2017-1.0Compiant Sofhrare. Effectha Dale: Dec 31, 2011 Forks or sdn9Code Sieh Edtia2017 -En Energy bIECC 2015 - Total Building Perfamarse Co Option n riaddBu O039Coda Sixth Edon t2011)-EnagyConneJa"onI_CC 201 S. euJd n9Peamaux CamP5ara Option Fords Bulthn9 Code Sixth nEdition 2017 - Ener9YCanaanati nIEC _015-ToldB ild039PedamComraraC Uen Fb, ida Rad Cade Sgn Edition (2017) • Eixf9YConsrvati i!ECC 2 1 - TOtstB ild"rg Porforwn COrp rce OJ on 911371018 Page hof 19 9/732018 - Pagc3oE I9')713)2018 Paga3 of 19 911172018 Pagai of 19 External Lighting Compliance Descrtptle¢ Categoy iradaGlel ARm4ance Brea ar Length ELPA CLP (\Y/Unit) or \o, uC Unid (1V) (1V) (Sgft or r) None rrojccl Inarmairk rmsmp e 00,10\O'IEK 010 CKNEERS, LLC Type it Wthcan CUW, E. w" .File: FL ORLANDO S,INFORD AIMPORT'.nu3 l ) Lighting Controls Compliance Aoro.y.T Mara, UescrlVHon ,Area - Bohm JCI. Compll- ID (xq.n) cr ce duce PrttZolSpl I0,004 F_cbuuTreaw:ent (Hosp1W) 12,250 6 2 PASSES PASSES , Project: Unmuno7ek Plasma Peens, spec;! tions, ard'w olcWaUons provide Nater Heater Compliance iitle•ULIIU NUTEK BIO CEN CER LLC S Deurlption 'Type CWegory Resign Alin - ED EtT Type: 11,rd1h.-Cif Nater flealerI Execute wumrbeafu 1=12 tkWj 092 092 PASSES deVsmined nor We madtanical sys'ums ard (WEA k71e: FL URL 4\DO SA:tiFURU AIRPORC.IW) PASSES Component Description System Report Compliance �� 4��.�'��'�x�¢be PrOSyt System 1. Constant Volume Packaged No, or Units Ins Req tax Cempiiauce Ilikk [al TTxkk [mI Envebpa S)slevs 1 Car¢pone¢t Categury Capacity Ueslg. Ely Design IPLV Camp- . u+sutafbn Ell. Criteria IPLV Criteria liance C-1bg System AirCowled 420000 13.00 930 10,60 10,60 PASSES 33762 '. '10000 to 16ca Bw•n 5023 - 6023 C I' g C parity Hgh-albedo mos saJ'IY ono dine follow ng. ❑ ❑ ❑ Hcalhl `5'stem b S Hot Pum 'Air could P 30800 20 J _ 0 3.50 PASSES 52,859 11 1 `Jludd > 135000 t� 59.20 141.60 emawrce> 075 1yaar eyed soar Imeli Cwling C'ap.hy Fenestra+ion 60'L4.4 Airtimsaliug Air liandLcr(Supply)- 13800 0.82 0.82 PASSES a zte ur-Su iv Y pP. Co f Voluwe t WUdin9 N.emasl envdopa meets requremerts. 83,136 AUIlnodiing Auft' filer (Rctwn)- I2100 U.82 0.82 (n55Es $'Stem-Ketwn Y Cautaut Wiwlic Design (including any credits) = 8a34 SYSTEM SPECIFIC 603.4.4.6 exceed allow ' I fan system motor ram&piste hp }5 a.'W equ p+r:ent and tlucmmlt'Mtero HVAC PASSES J Plant Compliance Descriplla. mrfallad Sk, Design Alia Design 314, Category Comp No EH ER IPLV IPLV ��iance ion Proje t 1 'C k Plasma Title LABIU\OTEK BID CFYEERS, LLC 'i'ype. ticulthcare-Clinic (WEA File: FL DRLA:\'DO SMNFORD .AIRPDRTAIII Mandatory Requirements (as applicable) MaxarocYa Wa a„sew piaabyusDepad,ant Peens, spec;! tions, ard'w olcWaUons provide Nater Heater Compliance have or aummatic byPasa valve or lower Deurlption 'Type CWegory Resign Alin - ED EtT Design Alar Cuwp Lou Lrss Rance Nater flealerI Execute wumrbeafu 1=12 tkWj 092 092 PASSES deVsmined nor We madtanical sys'ums ard Topic PASSES Component Description Yes NIA Exenpt �� 4��.�'��'�x�¢be Piping System Compliance P g Y om P c� ec- gdJ7y OD�s(grtecor,�n91t1e4f,��� Category Pipe Dia is Operating Itis Coed (luchesl Runout] -Comp IBf.-iwhr (EJ SF'.FI. Ins Req tax Cempiiauce Ilikk [al TTxkk [mI Envebpa a bw-9md ail sulalwnins'e,led per cons. ❑ ❑ ❑ Ipwia4on C3032 \one Fan Review C1032 Mandatory Requirements (as applicable) MaxarocYa Wa a„sew piaabyusDepad,ant Peens, spec;! tions, ard'w olcWaUons provide U u u have or aummatic byPasa valve or lower of opt edy and NaMwest NaUond labwamry. all mfwmalkm wet wnkn cwnplia,tca can oe leakage peutiva dosum dampers. Open-wwit Energy(Sauge Summit) Fla'Com-2017.TA%i 20174.0 Conpiiant SnUese. Effective Date: Dee 31,2017 oPiter,n;ss Adopted wiN permission deVsmined nor We madtanical sys'ums ard Topic Section Component Description Yes NIA Exenpt �� 4��.�'��'�x�¢be 1 Total c� ec- gdJ7y OD�s(grtecor,�n91t1e4f,��� ��.a�•.,��z NsuWOon 0307.2 Envebpa a bw-9md ail sulalwnins'e,led per cons. ❑ ❑ ❑ Ipwia4on C3032 Enwbpa man.'am.rer oaw Slab edge insu:aeon insured pw trvruf.h.ex's vls'✓udwna. ❑ ❑ ❑ u+sutafbn 03032 Envc' 'eW Ahova man wa'1 inwlaticn nslakatl H par aro e9uipmeM and dpcwnr,Iwhexa excapliars HVAC 36352 33762 '. manufaciwNs e,shuctpns. 5023 Insula4on 6023 E... Hgh-albedo mos saJ'IY ono dine follow ng. ❑ ❑ ❑ 53847 all mfwmatw .din wF.iN+xxnpl,arror can Oe ❑ ❑ ❑ ayaaragea aofw rrnaplanrr>, o ss dna d,wrna 52,859 deVsrtn rod 10th vAerwr lyh5ng andelecb'rel 59.20 141.60 emawrce> 075 1yaar eyed soar s tams and e u m and doculrrcrl wlrere Ys Paw Fenestra+ion 60'L4.4 Envebpa fl farwa 030.1 6i 0. LLlactwacyaq doe+ assoda!ed wish be ❑ ❑ ❑ FanRsviasv C1032 Exterior Ushrs I brmaUwrPmnded shoal Plans, speci5ca6ons, er$«ca wptans Wovde WUdin9 N.emasl envdopa meets requremerts. 83,136 SYSTEM_ SPECIFIC 603212.1 Mv,bM,bd HVAC Ian ey sat dasgn mtWibays do rot ® ❑ ❑ d t rand (cr ma a,Aadw I ghtirg er,d aedncal Design (including any credits) = 8a34 SYSTEM SPECIFIC 603.4.4.6 exceed allow ' I fan system motor ram&piste hp }5 a.'W equ p+r:ent and tlucmmlt'Mtero HVAC Baseline cost. This Proposed Building is at 88.4% hiedlaWcal w ra, system a+P. ce Vas. Mxfwnicd Ga>ruad,ve(a h Ung q W edn SYSTEM SPECIFIC G03.Z122 Mechanical hVACMnrreN«snAovers+zad I,,mdaibwabb ® ❑ ❑ waterheatirg. q pn t Lo00 Mira h aeras aatwtdlg a Y frwn build iga�s by h4erhardcal Gmi'x Prgad SYSTEM SPECIFIC 0403.2.3(81 Taan Med,av:Y k+sal Rajwun Eyp LASnununs EXdency ® ❑ ❑ -R-1r5henatedtte >=R-15 on 1 oppoab space body Isaaled. ❑ ❑ ❑ MVAC 6M2.6 Requre,r;erd t bio lusted m Tab:a Ther,rall i,wR d R- dsenside psW El 11 Aletlsankal Y.eab3d waterw wnfcross fa ' e PWY(aPvy Py ❑ ❑ ❑ 0403 2.3(8) Nantl vduncer Irement R f - section y w HVAC GW.2.7 Mechatwsl Eyh:sust au anttgyrecovery nnsysiems mating. ® ❑ ❑ tage tankthese =bbisr thin Um' toVhwalimorn dea:gned *a he tV for from Ne panel suRacas AVLeakage 6025.1.22 EmebDe Td G032J(i)end 040321{2} 1:1 11 1:1- SYSTEh4 SPECIFIC G03.3 Mechanical Av wvm2srs provvded where requaed.meet ® ❑ ❑ ❑ ❑ ❑ r. Hb wet Nreugh a cob water wfM1ay the ttY'a+tlw45 iw dasgn oapaoty,l c Au leakage 602.5.2.0402.5.4 ..nveioPe SYSTEM SPECIFIC C4012.12.3 MicuMnical F have eF ya dedFECI>"BJ. The fol'ai s9 W vecW U V 6 h -Gni shutoff 9n ate9ewmedvW,a fats to 50%«less ddasgn AU Leakage G02.5,3 Envebpe pf .lief at Ute dasgn pante ❑ ❑ ❑ ' g .aa ward dna We,id,rvkr a Lghiuy bBMin9 pow'ar ei a to Edervr ' Execs - th who ' ep5mliun « 15%et rnaxunwn Iola! eRdatcy d Post Crnswdts )NAC C403,213 to ret excess aulvda ax durvg Ina tan I.nandwad spaces that aza heated use wdy SYSTEM SPECIFIC _ 040112 MedaicW ppem6nn Ewrcmiz« aficn A IinwcaseM a,.er a`vn9 El El HVAC C4032.4.2 Mecharuwl Eads zone Ntipped wan setwsrk mrvas us;rg wwgY vas ug al desmcon. F,,vcU Pians, sPedf - ark!«ca 16sny Wevka SYSTEM SPECIFIC 603 ,3.4, hlecharucal Wa,er ecarwnv Prorked nhera mquiretl, ❑ ❑ ram. Zane ,defter devices antl conwla'r,steyM 04033..1 SYSTEM SPEGFIC C408 2.22 req ntaat Na uransenls fa des' w 9n Pabry, where apprraina. Air Lrake9a GiM.S.B Emabpe 603.3.4.2, Madtankal man,mvm Weswre drop a,N nteyralN -water 1:1 1:1 Ela,nawbdu SYSTEM -SPECIFIC 0403.3.1 04014.2.1 Mechanics emncrrvzer coned. Thee Ape hyaoncsystems usingawemvn ❑ ❑ Rfed+aw.al tta waaxw ppiy ,g heatvw cue -w ❑ ❑ ❑ r "vet hr twt amt chi eared ms bu'Jwsssiem bare ronbdama.owa SYSTEM SPECIFIC _ C403.4.z.3.i N,ecnanical tpumP system vo. H mane. w ededma y ❑ ❑ ❑ ❑ ❑ wi acted aft sectio � water loop (heat erecUo aM haat kr llaast4 its te;«e danyeover, and have SYSTEM SPECIFIC 0403.4.3. Mahakai d ea T, Op accolin9 towers havvg ter rooted ❑ ❑ L s Vabl f L unu d g arN ' eroil, thbourbaijounI avdanper -603..23.3 Ni6ar yatems and mWbple w ' ba speed P.1erl+ar:kW cw'Ud,wd.sl,r aafbw 3,000 dm. HYdronm and mune HVAC sysbm conbds ❑ ❑ ❑ LaGd n Pmje4 Dad ate ouWaw au system etf ryp Fag : awanser Pumps, am des+S"rd se Natmwar amVAV Mris drIenby b -hat, al Iblec4kal SYSTEM -SPECIFIC 0404.2 rJed:ari,cal wn Wlel wsNl r velar . calls alww npar � Ser wakr hoaNg agwV+rrenl,�eets efficancY ❑ ❑ ❑ ❑ ❑ `JAV boxes repavng b cenwf oneoU« Cased an equ. ;ta SYSTEM SPECIFIC G403A2 wancSYST a 3 0405.3 1 tar W Lgh g Ell d ot read 5' its tate. g Par Gondensor neat rewvery system Net can heal loads in puvrywy systems `w chiNer and 6eUer cttuProa space. as speafied 6{ Fan ftemw 07032 Envekge Plans artd+w spepfcauw+s pmvka all:nf«matron ❑ ❑ ❑ 21acUon is vss.a,ed kr Weheadn9 asorvica Fro! SYSTEM SPECIFIC w+N wNd, wmWwnca can be damntaned br Ne Afechanical Ha gas byP 6-d In: ❑ ❑ ❑ buaavy antic opo and document wicere «240 30% pay, it SYSTEMSPECIFIC exceptwns t0 Ate standard aro daared Mechari;cd Fan Review C1032 Mochanicef Peens, spec;! tions, ard'w olcWaUons provide U u u have or aummatic byPasa valve or lower 0 11 ❑-ry all mfwmalkm wet wnkn cwnplia,tca can oe leakage peutiva dosum dampers. Open-wwit Energy(Sauge Summit) Fla'Com-2017.TA%i 20174.0 Conpiiant SnUese. Effective Date: Dee 31,2017 tWEA File FL ORL.ANDU SANFORD AIRYORI'Aml) deVsmined nor We madtanical sys'ums ard '. Building End Uses b bYPass all heat WmP *afar 5cw arpurq Ne c,I.Wnenl and d-rrvvss f-axwa U,e Proposed I Baseline! 1 Total aWMatd are claimed, Load uLcufations Per 64116 Plan Review 0103.2 McManka Dsaae ertgveamg sl Plane, spoafiwUens, and'w WculaUats prow oe ❑ ❑ ❑ 170.00 642.10 '. a I,Prormatbn xim wnron cwnpliwtce can be 166993 IM141 ' tlazrtnirred fw+he savka ,iatar hra4n9 systems 59,990 -'. AREA LIGHTS 124.03 aro e9uipmeM and dpcwnr,Iwhexa excapliars HVAC 36352 33762 '. (o Aha smrdard em domed. Hof water system 5023 Plan Ra'riew 0193.2 Interior Gyl,bg S xrd pot rtwrwfad Pmevs, sF:ear 4 ,ate'«cakWaUwS provide ❑ ❑ ❑ ❑ ❑ ❑ 53847 all mfwmatw .din wF.iN+xxnpl,arror can Oe ❑ ❑ ❑ $2,849 52,859 deVsrtn rod 10th vAerwr lyh5ng andelecb'rel 59.20 141.60 '. ❑ ❑ ❑ '.. s tams and e u m and doculrrcrl wlrere Ys Paw 41483 ❑ ❑ ❑ 591752_103 a➢tone m Ne sfa,dard are dawned. VENT FANS FanRsviasv C1032 Exterior Ushrs I brmaUwrPmnded shoal Plans, speci5ca6ons, er$«ca wptans Wovde ❑ ❑ ❑ 83,136 Credits Applied: None aU rwmaiwt with sa h -plix- can be � FAtLS Passing Criteria=8492 ❑ ❑ ❑ d t rand (cr ma a,Aadw I ghtirg er,d aedncal Design (including any credits) = 8a34 SYSTEM SPECIFIC 603.4.4.6 Madun"xal M (tyle zone YAV systema mN DUE aukrviduai }5 a.'W equ p+r:ent and tlucmmlt'Mtero HVAC Baseline cost. This Proposed Building is at 88.4% hiedlaWcal prions to Ne starxlaM are cad! d. ce Vas. Mxfwnicd Ga>ruad,ve(a h Ung q W edn InsWaUon CM.2.5 E,;vei � infwmatiw, WrnMetl discal Slab ec cin I veli de Slab auvla,ion wvarad ❑ ❑ ❑ ❑ ❑ ❑ waterheatirg. q pn t Lo00 Mira h aeras aatwtdlg a Y frwn build iga�s by h4erhardcal InsWalbn 6.022.6 Prgad parament w>- o.'m lice a sod. ysfems land ❑ ❑ ❑ ❑ ❑ ❑ SYSTEM -SPECIFIC 6041 -R-1r5henatedtte >=R-15 on 1 oppoab space body Isaaled. ❑ ❑ ❑ MVAC 6M2.6 Mechanical Ther,rall i,wR d R- dsenside psW El 11 Aletlsankal Y.eab3d waterw wnfcross fa ' e PWY(aPvy Py ❑ ❑ ❑ boating pan -. ,. Wn R-35,11 Nantl vduncer Irement R f - section y w Inwlauoa GC22.6 Enve'v,pa Redact pan d soualed mn:pore,ns, ❑ ❑ ❑ Sn 1,b meting system sensors tw future tage tankthese =bbisr thin Um' toVhwalimorn dea:gned *a he tV for from Ne panel suRacas AVLeakage 6025.1.22 EmebDe from startup 6 .es anon end dhearug 1:1 11 1:1- ( oavDarUs. estivur space era nsvWted a. hfochanzd Waa.r dis4b' y'tem Mal pumpewmar Vwn Ac Laakaye 04025.7 Ernalopa. '.h minuet, tR3S 4e.,bbu!esarinitiated on all boking en+rarwos. ❑ ❑ ❑ r. Hb wet Nreugh a cob water wfM1ay Does have a os 9da cea. c Au leakage 602.5.2.0402.5.4 ..nveioPe SYSTEM SPECIFIC C4012.12.3 MicuMnical F have eF ya dedFECI>"BJ. The fol'ai ❑ ❑ El�uwrcy ate9ewmedvW,a fats to 50%«less ddasgn AU Leakage G02.5,3 Envebpe pf .lief at Ute dasgn pante ❑ ❑ ❑ Wal a 605.5.1 ta'a Lghiuy bBMin9 pow'ar ei a to Edervr ' Execs - th who ' ep5mliun « 15%et rnaxunwn Iola! eRdatcy d Post Crnswdts )NAC C403,213 Mechankd Ina tan I.nandwad spaces that aza heated use wdy ❑ ❑ ❑ Plan 605.6 remantnaaL El El HVAC C4032.4.2 Mecharuwl Eads zone Ntipped wan setwsrk mrvas us;rg ❑ ❑ ❑ F,,vcU Pians, sPedf - ark!«ca 16sny Wevka ❑ ❑ ❑ v+sv!b We clock wprogramnaole cw,Vd almfasnawm b hirh comPrar,co can ca SYSTEM SPECIFIC GNJ32A.4 Mechairal ram. Zane ,defter devices antl conwla'r,steyM El ❑ ❑ SYSTEM SPEGFIC C408 2.22 ii.k peckaye oPam p Matltanical HVAChytlMenrea0rga+k muh,g coils have where apprraina. Air Lrake9a GiM.S.B Emabpe SYSTEMSPECIFIC C4012,4.7 Madtankal Faut demawnadaa9rvsbcs mtaued W 1:1 1:1 Ela,nawbdu El❑ ❑ SYSTEM SPEGFIC ^a7 D% is haw ] -wa Mechanice! SYSTEM SPECIFIC GC325 Rfed+aw.al tta waaxw ppiy ,g heatvw cue -w ❑ ❑ ❑ MaltdamnAdaieww Ed 6Va,4 ms bu'Jwsssiem bare ronbdama.owa twpµpe systema ndude outdoes setback wnVd. Post Oondr ton HVAC 603.2.6.1 htedtanical Demand mtwl ventilatwn Wo ked far spaces ❑ ❑ ❑ wi acted aft sectio >5o. tt2 ad 25 &100. R2 M p q pa kr llaast4 its te;«e danyeover, and have i C,thi2 605 2. denstyaMsix,cul by sy I ass Ih av sitlo Intact l+gnV estmnwls b 5 -lY lite and mofrg wPply L s Vabl f L unu d g arN ' eroil, thbourbaijounI avdanper -603..23.3 SYSTEM SPECIFIC CSU14.1.1 P.1erl+ar:kW cw'Ud,wd.sl,r aafbw 3,000 dm. HYdronm and mune HVAC sysbm conbds ❑ ❑ ❑ LaGd n Pmje4 Dad ate ouWaw au system etf ryp Fag : ❑ ❑ ❑ amVAV Mris drIenby b -hat, al Iblec4kal SYSTEM-SPECIFIC04014.1.3 Med:anlral v :able speed. dr,va Dar Tabie 0403.4.1,I- 1.SYSTEMSPECIFIC Reset stale Wessura selpwnt for CUCconented ❑ ❑ ❑ ❑ ❑ ❑ `JAV boxes repavng b cenwf oneoU« Cased an SYSTEM SPECIFIC G403A2 Mechanicd trre zones requuuy Ute nwst pre sure TampardNra reset by representative buUdug ❑ ❑ ❑ M:odunka Gondensor neat rewvery system Net can heal loads in puvrywy systems `w chiNer and 6eUer cttuProa space. as speafied 6{ syate,m>SOO,UI%r Bfulh. PsujecE: tnunurwTek Plasma M1te^_hanical Cksedcrcuil-ing town wimus heal puny Fop ' Ctle: 131d1UNOCEiC BIO CEN'[ERS, LLC have or aummatic byPasa valve or lower 0 11 ❑-ry Type: ReallhcamClinle leakage peutiva dosum dampers. Open-wwit Energy(Sauge Summit) Fla'Com-2017.TA%i 20174.0 Conpiiant SnUese. Effective Date: Dee 31,2017 tWEA File FL ORL.ANDU SANFORD AIRYORI'Aml) (aver wsNin heat pump mop have aummabc valva '. Building End Uses b bYPass all heat WmP *afar 5cw arpurq Ne '.. Proposed I Baseline! 1 Total 570.00 64116 '. 38,834 39,990 ELECTRICITY(fdBtwkWiui). � 170.00 642.10 '. ❑ ❑ ❑ 166993 IM141 - 58,834 59,990 -'. AREA LIGHTS 124.03 ❑5.20 '. HVAC 36352 33762 '. ❑ ❑ ❑ 5023 51,793 MISC EQUIPMT 183.80 183.80 I. ❑ ❑ ❑ 53847 33847 ' ❑ ❑ ❑ $2,849 52,859 SPACE COOL 59.20 141.60 '. ❑ ❑ ❑ '.. 17335 41483 ❑ ❑ ❑ 591752_103 to cpemte W2P3a5.tlspeeO arA audoted VENT FANS 2e917 59459 281-50 59049 '. arta P'�`Ds 53,145 83,136 Credits Applied: None SYSTEM SPECIFIC 0403.4.43 � FAtLS Passing Criteria=8492 ❑ ❑ ❑ temparawra reset contras. Design (including any credits) = 8a34 SYSTEM SPECIFIC 603.4.4.6 Madun"xal M (tyle zone YAV systema mN DUE aukrviduai Passing requires Proposed Building cost to be at most 85% of HVAC Baseline cost. This Proposed Building is at 88.4% hiedlaWcal SYSTEM_SFECIrvIC 6042.1 EnergyGauge Santana) Fla,'Com-2017. TAM Z01 7.1.0 Car:p[lent Software. Effective Data: Dec 31, 2017 Florida Building Code, Shin Elk. (2017) - Energy Conaen'ation IECC 2015- Total Building Perknoshlce Comyliance Orion 911312018 Yagc 5 of 19 SYSTEM SPEGFIC 040392.33.1 M1te^_hanical Cksedcrcuil-ing town wimus heal puny Fop 000 ❑❑ Ifafen C303t Envaope nw have or aummatic byPasa valve or lower 0 11 ❑-ry ErergyGauga Summit)FIWCan2317. TAM 2017-1.0Cw+pliant SoRxare. Effective Date: D. 31.20 11 leakage peutiva dosum dampers. Open-wwit Energy(Sauge Summit) Fla'Com-2017.TA%i 20174.0 Conpiiant SnUese. Effective Date: Dee 31,2017 EnergyGauga Sununidy, FlaCom-2017. TAM 2017-1.0 CoWiant Sotfware, EHenive Data; Dec 31, 2017 (aver wsNin heat pump mop have aummabc valva '. Fl d a 8vdirg Cede Sain Edition 2017 - Er.er9Y CnservaonIECC 2015 • Tvheuid'h9 Com lia0 b bYPass all heat WmP *afar 5cw arpurq Ne '.. SYSTEM SPECIFIC 6403.4,2.4 Iomr.OpwF "'I Mechankal Hydronq systems greater than 5c0,000 BC�fi ❑ ❑ ❑ 9/132018 Pa6e8 of 19 dra;gnrd mr wrubla ea d aotr. '. SYa'TEM_SPECIFIC C403.4 2.5 Etechanical Sysbm Wrr+dawn requueVwntmet though ❑ ❑ ❑ Feneswtion 0303.1.3 Envrkpe nxatiple single-npuf beers an w mor e ❑ ❑ ❑ Medv,ucal ntcdWadng 6o tars. «p cwodnatk� d ''.. Inwtalirn 0303.2, 61YL'24 Ervek4w . g!e'nWlend od 1 'irg w3 ❑ ❑ ❑ 13 ysta,M T «undtt a s ao, vw�caua,may 8 ikr uyWb t» 1 and MBswb HVAC SYSTEh1_SPECIFIC 603.4.2.8 h s3.7 Wmduw W t'r NWSireC eon 5,0 Pder3ianical C[died water plan) N madpla dzrict hale hmuh ❑ ❑ ❑ ins'valbn C303.zA EnvebDa Prblif m,ed Ilmv twnabcmly Uvough the ❑ ❑ ❑ Mecnanicd chU Flom h GWk' hue qva ❑ ❑ ❑ Ltsu'al'vn C30J.2.1 Eme! CPe aoa piants N rpk i lets kava the ❑ ❑ ❑ labeled kr ray ,ementp,Ny as paz Faabv.e b m ceDab5ty to reduce fox aummauca ly Uuough tlxe ', SYSTEM 6 SPECIFIC 03.4.3, bo� ,Man! echar Mtiece I- ass-md '. ❑ ❑ ❑ '.. 603.4.32 WN Haat resaalo equ Wrwnt to havape,d NYm ❑ ❑ ❑ inwiation C,1 . 2 Env rpo to cpemte W2P3a5.tlspeeO arA audoted ❑ ❑ ❑ Q ca+6cdx la nnvd Aha leav' Flu d t w ag e,trye Wre arta P'�`Ds Iosulaibn 602.22 Enveopa wtdensuy ten+plpressweatre t s cf n ❑ ❑ ❑ SYSTEM SPECIFIC 0403.4.43 devcn. h!edtanicai Md4Dfs rano HVAC sys[ests l'n'e supply ar ❑ ❑ ❑ ❑ ❑ ❑ temparawra reset contras. O t\ E SYSTEM SPECIFIC 603.4.4.6 Madun"xal M (tyle zone YAV systema mN DUE aukrviduai ❑ ❑ ❑ HVAC Imxeaharedaapaeawr �aantresel hiedlaWcal SYSTEM_SFECIrvIC 6042.1 ce Vas. Mxfwnicd Ga>ruad,ve(a h Ung q W edn ❑ ❑ ❑ C4032.4.1.2 ary bl;dtlag _M, asmguiar pacedeof of Themvstal mrlyds have a 5 A•F deaabad. ❑ ❑ ❑ waterheatirg. q pn t Lo00 Mira h aeras 60324.1.3 h4erhardcal -a 2nbm ewding V ai R ancy> 90 EL ❑ ❑ ❑ Pic Leakage 04025.1.1 Emebpe Where _ TA. pieces f abnheating ❑ ❑ ❑ SYSTEM -SPECIFIC 6041 agapmmt erve Na be3a,rg wi Mecnanical All µpingN 'ted in accordance with seakn ❑ ❑ ❑ 6032.42 .2 deo 1s a,N Tabu 040r;p4rg _ SYSTEM SPEGFIC CG.S 604.5.1 _ Aletlsankal Y.eab3d waterw wnfcross fa ' e PWY(aPvy Py ❑ ❑ ❑ 0404.52 Nantl vduncer Irement R f - section y w ❑ ❑ ❑ SYSTEM SPECIFIC 04048.3 de Is h9edtankd P ps Net ark ❑ ❑ ❑ Sn 1,b meting system sensors tw future tage tankthese =bbisr thin Um' toVhwalimorn IghWg. inf«:or L'9av'9 Pruna7 skerghted azeas are �quipped'wiin AVLeakage 6025.1.22 EmebDe from startup 6 .es anon end dhearug 1:1 11 1:1- SYSTEM SPECIFIC GG4.l a. hfochanzd Waa.r dis4b' y'tem Mal pumpewmar Vwn ❑ ❑ ❑ Medwnica a n�ea'asd-vv t pµy pita bark to the ❑ ❑ ❑ r. Hb wet Nreugh a cob water wfM1ay and trop.=t,,ara equ ppN wiN c Au leakage 602.5.2.0402.5.4 ..nveioPe apa is 1:1 Fl equ+hissed rg ,Va d a+kr i b .veal system Pumps ate9ewmedvW,a fats to 50%«less ddasgn AU Leakage G02.5,3 Envebpe N Nia systemh Vola Nat smdine ❑ ❑ ❑ Wal a 605.5.1 ta'a Lghiuy bBMin9 pow'ar ei a to Edervr ' Execs - th who ' El El D Post Crnswdts ,Iwwn on the wed h' i PD i9 rigP G052A Pmrutm are nstaied xs«undwasWb, da otxYatin9 Prop sed ns sln dunda Plan 605.6 equWRatlrwed Us PaKd Gro+Pm2tl eUn9 p tie rpar- El El Aa Leakage Glias. �werte memm ❑ ❑ ❑ Fan Review 0406 F,,vcU Pians, sPedf - ark!«ca 16sny Wevka ❑ ❑ ❑ Air Leakega 024Envelope almfasnawm b hirh comPrar,co can ca ❑ 1:10 60332.4..3 ' i Ne additional enamor elTroter y SYSTEM -SPECIFIC SYSTEM SPEGFIC C408 2.22 ii.k peckaye oPam p Matltanical HVAChytlMenrea0rga+k muh,g coils have 011 11Ca Air Lrake9a GiM.S.B Emabpe meas bknce Anew pressure lost ❑ ❑ ❑ SYSTEMSPECIFIC 6082.22 cconecCon Med,aucal HVAC hyJr 'eaoi, aM co,el cols have re m cele and have preasum fast El❑ ❑ 2T4�inch 6M.53 Ifafen C303t Envaope nw Rw/sssutaUon'mstallyd P«man tact 'eraE`"s 0 11 ❑-ry ErergyGauga Summit)FIWCan2317. TAM 2017-1.0Cw+pliant SoRxare. Effective Date: D. 31.20 11 ErwrgyGaage Summit)FlWCum-2017, TAM 2017-1.0C-pr,aw SaTware. Effeclite Date: Dec 31, 2017 Energy(Sauge Summit) Fla'Com-2017.TA%i 20174.0 Conpiiant SnUese. Effective Date: Dee 31,2017 EnergyGauga Sununidy, FlaCom-2017. TAM 2017-1.0 CoWiant Sotfware, EHenive Data; Dec 31, 2017 EnetgyGauge SumMtt FISX -2017. TAM 2017. 1.0 Cempiurt Software. Effective Data: Dec 31, 2017 Florida Code Sixth Edition (201 7)-Elia4Y Conservation IECC 2 75 • Total Bui6g Porfam ante ComPr+an Option Fl d a 8vdirg Cede Sain Edition 2017 - Er.er9Y CnservaonIECC 2015 • Tvheuid'h9 Com lia0 FI aide Ba'd039Code Sixth Edition BuddngPerfcrmare DFin FloridaFMda Balding Coda, Sum Edition IECC2015-Total &tJda5 eAamae oroparce p: n FatdaB,Jdng Coda, StitEdition 12017) -Energy Consaratan IECC 2015 -Tota) Bu[ding PedvwxGvmp!ianc)pial 9/132018 Page6uf 19 9//32018 Pagel of l9 9/132018 Pa6e8 of 19 9711/2018 page of 19 971313018 Page lU of Irl 2T4�inch 6M.53 Ifafen C303t Envaope nw Rw/sssutaUon'mstallyd P«man tact 'eraE`"s 0 11 ❑-ry ppag arvrxcua,la0ng systems ib till' iI e,slo-ar n and Ic Ica ami ideated seat 0404.3 Mated. Iy the to kd wdY wh ethe roof shoo Sus 12. of 12 C403.21 InsWaSon C30J.1 Enrebpe Bdldug envrbpe ufaUun tit 5- ❑ ❑ ❑ 0 R mlue ver Aron c&tIscate W d'nq R vaua 6404.8.1 F_._h C303.1.3 .nve,oPe aM mwreler td M. F abboh prae,nns rated b-ohd nee'xie, ❑ ❑ ❑ NFRC. MSUAcalculatedn Sob SHriAc-A GA 5andard 183 w by an a Feneswtion 0303.1.3 Envrkpe F Vafron Woducts aced frcd asb ❑ ❑ ❑ Medv,ucal portortnaca l't>EI ceNikaks Wovdad. ❑ ❑ ❑ Inwtalirn 0303.2, 61YL'24 Ervek4w Flexr mwatwn uutatled yet mane Covers ❑ ❑ ❑ 13 ysta,M T «undtt a s ao, vw�caua,may wtawcrwva. c d cal sc b I gw, ay HVAC 603.2.3 i„:;albdin tcanmct murnwskaof- Pw deed b occv Aur g Fowk' ton WPadmr HVAC equpm t ffil.eyverRied. ins'valbn C303.zA EnvebDa deckng a s W d sl ba Extervr axsvl U ora ledaa st damags, ❑ ❑ ❑ Mecnanicd s1ditse, Mature, lansIscupcIg ant ❑ ❑ ❑ Ltsu'al'vn C30J.2.1 Eme! CPe ant nuUvNes,d equ inn Tadd, Enimvr rsubWn is reelePom danta^e with Pro ' ❑ ❑ ❑ labeled kr ray ,ementp,Ny as paz Faabv.e b m a protective maiflid. VwlScation r«exposed SYSTEM SPECIFIC - 04032..1 mlamar nbswauw, may neeamowadaray T ole Ga3z 3 () Yoatiry arA - 9 toar3s zo'+a is contrakd by Insulation C402.13 Enveiopo FWnddUm hspecfiom f4m-sv+¢ywg cpaqua doors haw 94.75 (- ❑ ❑ ❑ inwiation C,1 . 2 Env rpo n Skylight mans' wlatetl 1.Ne levri of ft ❑ ❑ ❑ Q with' Wason b - d ck«RS arta P'�`Ds Iosulaibn 602.22 Enveopa Jnsukbas Interned t el the roof nxula5un ❑ ❑ ❑ 693.2..1.1 iba !Lad «s mode humdirceawvdoF rtudl u«ss stent. Y Heat eanbds v_ntw emxrW elecCw fumP Pra Pµ ❑ ❑ ❑ SeQ,aemenrs -. P mi'dc Ivy.M kN aq t O t\ E A'a Lockage 6025 Envoi Eu dl cop an� fop �lfans sdconU �aaly MW tested and dea„mdm 031 b ath be ❑ ❑ ❑ HVAC av kakagr 040 rMit2 hiedlaWcal Pic leakage C402.5.1 E -1 -pe The Wlarg 'wpa ce»tamaacmtn::wsau ❑ ❑ ❑ C4032.4.1.2 barrxV Nei, etl'. ad roamer and Themvstal mrlyds have a 5 A•F deaabad. ❑ ❑ ❑ teaar .adman-FWo�wd 60324.1.3 h4erhardcal mamsr+me:ru . Av b per Vavorts ed In an ❑ ❑ ❑ Pic Leakage 04025.1.1 Emebpe red m AU sowcrx of ir tee"re !nine buOwg Narrca ❑ ❑ ❑ esviarona dConroe;Setbzca 55`F Neap nd mebpr ar ' wd :ked yasneted, ,vvadtw ❑ ❑ ❑ 6032.42 .2 sVipped «w Aped fn maseu_ _ vPa'Parrneab,ewrappirg mat elm -'maze G4032.i 23 Air Leakage C4M.5.13.1 Emerope leakage The buss ng envelope comms hmmus a'u ❑ ❑ ❑ MVAC u>an lea' an.­bd r are Mecharucai Sn 1,b meting system sensors tw future r 1 alenal Dear abUry 0.004 candt2. Airba'der IghWg. inf«:or L'9av'9 Pruna7 skerghted azeas are �quipped'wiin AVLeakage 6025.1.22 EmebDe y atra4aeaerrsealed anapW ed 'r. Thr bukingcen4m .r 1:1 11 1:1- requw d 4yf 'rg tr I . barn. UaMs xv.1walo1 m an app,p 603.2.'0.2 Medwnica ave aye assembly av leakagm < 00.3 rLwd2 ❑ ❑ ❑ r gamer pa o-acnns are added m an akyrPad and trop.=t,,ara equ ppN wiN c Au leakage 602.5.2.0402.5.4 ..nveioPe Factory b tti sNa'm1 aM boas a'oah^.ied 1:1 Fl equ+hissed rg ,Va as rtee'vny mrieakayr requirements.. ate9ewmedvW,a fats to 50%«less ddasgn AU Leakage G02.5,3 Envebpe Wram open burr ah dugs Wmke ❑ ❑ ❑ hied+ankai wmbusUws Ga bus nisi ownir9 ❑ ❑ ❑ Post Crnswdts appUances, Ure DPUan aM b stun arc G052A Pmrutm are nstaied xs«undwasWb, rpanme era balm and Aro 6asdag marmot - enwbpow d ed,na mom,,saa;ed frwn veM.rnLonm yruedmuccw d«a'y Fw.mdabon Aa Leakage Glias. �werte ,wda dw tnanmd envalulse scan era acv mr an n Asn , not«ued ❑ ❑ ❑ 0403.2.4.3 tlanyers that ubm. .ally dose ❑ ❑ ❑ Air Leakega 024Envelope a[do«av b <na t y feet h .dori'ed ❑ 1:10 60332.4..3 ' tlarra+ara NW Ion b,ally shut Mi. .1 n- SYSTEM -SPECIFIC 603.4.4.2 aM meat m I akage ra- . Gtredc 9rav,ty VAV lxns hawshrul Wesswa som.ucatedw sen ' Air Lrake9a GiM.S.B Emabpe aamWra. wnare a:roww Yt'eaN,seais,relaJed on ati lradhg ardtwryP ❑ ❑ ❑ asset necied 9h',yA iniad« Ugh q i t aU d amp aid Rxt' I gFtrg power H dowa ,tic lsakage 6M.53 Enveiopa RecessedF .naues tit lnernwlem'e epamlimit ❑ ❑ ❑ Florida Bw'Min9 Code, Sixth Edition (2017) - Energy Co n ' n1ECC 2015•Tvai Budtg Pe!*mwe Option ppag arvrxcua,la0ng systems padraga a,a trine rabwing awn s,alam e,slo-ar n and Ic Ica ami ideated seat 0404.3 iNAc C403.21 Me ane'd 'botxeen ka cin sh ark lamnava ha -sing HVAC sysla-r and eq prwr6 des,sn bads ❑ ❑ ❑ 0 SYSTEM SPECIFIC 6404.8.1 CAS ❑ ❑ ❑ ac'vwiation pu p _tailed roma plain MSUAcalculatedn Sob SHriAc-A GA 5andard 183 w by an a trJAG SYSTEM SPECWC 603.2.10 Medv,ucal approved rt proaowre xpehoc HVAC piping k,uon avruess. Whwe pym9 ❑ ❑ ❑ sad,ied , Wpe«a SYSTEM SPECIFIC 13 ysta,M T «undtt a s ao, vw�caua,may is s. Me,i+ar,kal Automatic lure switches u,sty ed mautnadcay HVAC 603.2.3 Mernanlad deed b occv Aur g Fowk' ton WPadmr HVAC equpm t ffil.eyverRied. ❑ ❑ ❑ SYSTEMSPECIFIC 603.2.3 Mecnanicd PTAG aM Prr1P'MN s'aerea lain.by42ei. ❑ ❑ ❑ GCd2.3.2 no cvn'anuvusly 5anmg vda iVAC :ray have boon.sledb labeled kr ray ,ementp,Ny as paz Faabv.e b m 604.92 SYSTEM SPECIFIC - 04032..1 Madrwdcal T ole Ga3z 3 () Yoatiry arA - 9 toar3s zo'+a is contrakd by ❑ ❑ ❑ SYSTEM -SPECIFIC 604.9.2 trd htinas mmalw �ty El ❑ Q arta P'�`Ds �Nar+rvsW c hd amm pa aaa SYSTEM SPECIFIC SYSTEM SPECIFIC _ 693.2..1.1 Mecnardca humdirceawvdoF rtudl u«ss stent. Y Heat eanbds v_ntw emxrW elecCw fumP Pra Pµ ❑ ❑ ❑ heated pools andpmnaendy InsNllad spas O t\ E Ca,Uds resisfarrca heat wet ron'H9 m wfron not reeled. IMe:or L!gh:wg G�+tesq wnwls installed to uMiwmly reduce tMe HVAC 60324.1.2 hiedlaWcal inemwstalic cvnhda have SA'F deab6aM. ❑ ❑ ❑ HVAC C4032.4.1.2 Med, LA Themvstal mrlyds have a 5 A•F deaabad. ❑ ❑ ❑ NJAG. 60324.1.3 h4erhardcal Tempera5ra mnVob hays setpe;M overWp ❑ ❑ ❑ t1VAC 603.2.4.2.1. MaUadcal esviarona dConroe;Setbzca 55`F Neap nd ❑❑ ❑ ❑ ❑ ❑ 6032.42 .2 65'F punt,7.y drsk, thea ow,vPant SYSTEM SPECIFIC G4032.i 23 Medwixd ovenke. iGM, backup Systems vxkxie opUrm,m shad cmVots ❑ ❑ ❑ MVAC 6032.4.5, Mecharucai Sn 1,b meting system sensors tw future ❑ ❑ ❑ IghWg. inf«:or L'9av'9 Pruna7 skerghted azeas are �quipped'wiin 0403.2.4.6 - cwmeawn m ud F eeze Waart»n sysmms requw d 4yf 'rg tr I . HVAC 603.2.'0.2 Medwnica havfl au!w'rr trds tarred. Encbsed pmwg9 9a .xUlauon has ❑ ❑ ❑ 60523.1,yr�ls and trop.=t,,ara equ ppN wiN aulonuac arnarun td acOm and capausyb C4 5213 equ+hissed rg ,Va Mrvlanicd ate9ewmedvW,a fats to 50%«less ddasgn GOS.LA MVAC 0403.2.9 hied+ankai FPV�ACr dutls antl plenums ursutatatl. Where data ❑ ❑ ❑ Post Crnswdts wanage G052A Pmrutm are nstaied xs«undwasWb, ❑ ❑ ❑ - sPa,aai fimcUons Par the appreItid hinting plans veM.rnLonm yruedmuccw d«a'y Fw.mdabon SYSTEM SPECIFIC 603.2.9.1.3 Med>arical Inspeclim. Duawwkoper i'vg>3'uk water adurtm req+aas ❑ ❑ ❑ from general lg ting. cxTart L'gF' 3 Jwfomatic lgh4n9 dot enter .i9naw] ❑ ❑ ❑ av leakage teaarg. -a' d. Gontr I g be d Yly t edlad, sal SYSTEM -SPECIFIC 603.4.4.2 Mecharaca VAV lxns hawshrul Wesswa som.ucatedw sen ' ❑ ❑ ❑ 'Naitaye 0405.4.1 asset necied 9h',yA iniad« Ugh q i t aU d amp aid Rxt' I gFtrg power H wnaakr setPoint i 2 w c_ SYSTEM SPEGFIC 603.4.22 Mechanice! I, pipe nyd,•awc systems usug acomnvn ❑ ❑ ❑ ghtbg plan demon Va4 j W.posed ways are - MaltdamnAdaieww Ed 6Va,4 ms bu'Jwsssiem bare ronbdama.owa ❑ ❑ ❑ Post Oondr ton C405.23A P'rl,a9a malt f9. 9'tas fotkmvg head d aCbarA a_15'F, aaax cPua+icnmens mode ❑ ❑ ❑ wi acted aft sectio kr llaast4 its te;«e danyeover, and have i C,thi2 605 2. 0408,3 Intact l+gnV estmnwls b 5 -lY lite and mofrg wPply L s Vabl f L unu d g arN SYSTEM SPECIFIC -603..23.3 MarJ'aNcti ompwatwa 30 F TwoposNon tom be sl btArckedm phut ❑ ❑ ❑ MarkaloryAdaili«ta Ea GlM.B LaGd n Pmje4 Dad ate ouWaw au system etf ryp Fag : ❑ ❑ ❑ di water Oow when hydmn lie t puffy with SYSTEM SPECIFIC 040).4..5, Ma � och P.nw'rg ar 1a by at. Zone mr.Vo I t tan -s heal5+g arq ❑ ❑ ❑ C403,i.4.5.f i coaeg ark sequerce hsaWg and wdwg m each SYSTEM SPECIFIC 04034.5 M:odunka Gondensor neat rewvery system Net can heal ❑ ❑ ❑ cttuProa space. as speafied 6{ aterm 65°F «Wnrda 6a^SaDraahrat 21acUon is vss.a,ed kr Weheadn9 asorvica Fro! SYSTEM SPECIFIC 603.4.'0 Afechanical Ha gas byP 6-d In: ❑ ❑ ❑ «240 30% pay, it SYSTEMSPECIFIC 604.3 Mechari;cd yran >240 keuun 2515 va•dry note reps rs:atled on naatlreWadng storage ❑ ❑ ❑ water tanks SYSTEM SPECIFIC 604.1 Macnankd Heat Vaps vptaked on supply and disdtarga U u ❑ Floida diCale Sixth Edition -Eoy IEC2015.Toral 8aldmgPean-ne GomprOFSat Florida Bw'Min9 Code, Sixth Edition (2017) - Energy Co n ' n1ECC 2015•Tvai Budtg Pe!*mwe Option ppag arvrxcua,la0ng systems padraga a,a trine rabwing awn s,alam SYSTEMSPECTIC 0404.3 Msd,ahaal Heal YapsN Lstletl on wppy and dsd,arga El 1:1 ❑ anr,ancemx,ta twat worry so Pemo„4 of cwt WWrg of rwn-c I ivy ystnns. 0 SYSTEM SPECIFIC 6404.8.1 MrcGan's:0 Gatbois ars stalled chat Ionil Na oparatwr,da ❑ ❑ ❑ ac'vwiation pu p _tailed roma plain trJAG 0408.2.2./ ��smmge tankceSykste�m pype 6403 4.5. Waste hes! m Ar ou0als and zone tertnmal devices has means ❑ ❑ ❑ sad,ied , Wpe«a SYSTEM SPECIFIC 604.6.1,604.62 is s. Me,i+ar,kal Automatic lure switches u,sty ed mautnadcay ❑ ❑ ❑ MarAadnal lie u dna rpr,a tennnd aav'wea Hare manna awed, ort me recu,Wasn rot'-er tw e sysfert 0 SYS1EAi_SPECIFIC C40,1.9.1 hell Vdce. th oh wsth ed switch ark Maw iuI Ped hralers aza equippeda o ❑ ❑ ❑ T-119 GCd2.3.2 no cvn'anuvusly 5anmg vda iVAC :ray have boon.sledb sYSTEM sPECIFIC 604.92 Mechankal Tunasvvtd+esaraira*aUedrotalldheatem � ❑ ❑ ❑ re Wope opo ria cal b d C9 o and p,mFa SYSTEM -SPECIFIC 604.9.2 lAed+arvcai Tine switd+ea are nsta4etl on al{pod heaters El ❑ Q arta P'�`Ds OCC.j�ncy,�iA. SYSTEM SPECIFIC 0404.9.3 Marhanicai Vapor relerdanl ped rovers tie Wovldedlar El 11❑ Fumishol OSM+nshuctwn8 for sstemb,d ❑ ❑ ❑ heated pools andpmnaendy InsNllad spas O t\ E Ca,Uds 64052.1 IMe:or L!gh:wg G�+tesq wnwls installed to uMiwmly reduce tMe ❑ El❑ C303.3, G0a.2.5.3 Mechanical lyhtirg matl by at least 50°'.. ❑ ❑ ❑ C«1tra9 605.2.1 Inferior l+9htvy a parlry' staled in11 .M1 spaces. ❑ ❑ ❑ Cuntrds 6405.2,1, Interior Li9hlgy IMeperkantly Wgconthdi celled per ❑ ❑ ❑ skyFgnts b once, stage, aummotive serv'¢e, 64052.23 approved Fighting DI dell uat cwtim!s cons G052.z.1 gaily arse I b bleb upaas. interior LghWy AnmmaUc con d b - tett aA buikLrg lghtw+g ❑ ❑ ❑ 1 Fadm Ib U p9 cunbds 605.23 .n.w or L�Wg Daylight ra es provide-d.'x'In iNhWual conbda ❑ ❑ ❑ t7.. I U Q � ca Post Cors'rucibn - that mnbd Nolghfs mdepvWentagenerd ale -a Mechanical C«twis GC52.J, IghWg. inf«:or L'9av'9 Pruna7 skerghted azeas are �quipped'wiin ❑ ❑ ❑ - 6052.3.1, requw d 4yf 'rg tr I . Past ComWdiun c.sm 6052.)2 C405.21. h:twior L"ghtug Enclosed ape 'rod 14ght oma under ❑ ❑ ❑ 60523.1,yr�ls and trop.=t,,ara equ ppN wiN Wooer c4'Paat C4 5213 equ+hissed rg ,Va Mrvlanicd GmVds GOS.LA Interior li9nury 5 p rate Lyhlvy duses ❑ ❑ ❑ nsul ed per AWovad ighUrq Pl rs Post Crnswdts wanage G052A int'yr Ughmtg Additional 'nterrorlghthr,t alexbiM ❑ ❑ ❑ - sPa,aai fimcUons Par the appreItid hinting plans hified y st4o"ed fieribyr�.l ddesyn Fmtesswnal« post and s autorna'rali/ e«sbdled ard sepam:ed Contrds 605.2.5 from general lg ting. cxTart L'gF' 3 Jwfomatic lgh4n9 dot enter .i9naw] ❑ ❑ ❑ U 90 daY a Y!e Warm -a' d. Gontr I g be d Yly t edlad, sal Push Consbuaion C4Ca25.1 mtmmr Ugntarg b d ope,atint, u<rmd-0ay,w ❑ ❑ ❑ 'Naitaye 0405.4.1 asset necied 9h',yA iniad« Ugh q i t aU d amp aid Rxt' I gFtrg power H ❑ ❑ ❑ Post Caubuc5ws t {vwN -d - veli on Ne aWProred Mechanical Maradibe p p m4elar. grepad+s ❑ ❑ Cl ghtbg plan demon Va4 j W.posed ways are - MaltdamnAdaieww Ed 6Va,4 ss titan or ay alt W vans. Projoc! Ernan,ea dgtaly,Grg pas drd%y ❑ ❑ ❑ Post Oondr ton C405.23A P'rl,a9a malt f9. 9'tas fotkmvg head Fnal contrtus i'g report due ib builatig outer ❑ ❑ ❑ wi acted aft sectio 'iNb 90 days arecaPt of camf a'sd i C,thi2 605 2. 0408,3 Intact l+gnV Lighting sys+ea a have bean tasted N ensure L s Vabl f L unu d g arN baa g adaeasea md'wapauy, < a MarkaloryAdaili«ta Ea GlM.B LaGd n Pmje4 Dad ate ouWaw au system etf ryp Fag : ❑ ❑ ❑ opo raven. o rM gs .vt,'n hydraruc arullw ulUp i1VAC systems are equipped wal CeP dent anaaaun system aosgretl top ka>:: 1W Porcanteu 'cot ai[m cads adrvkua cttuProa space. as speafied 6{ Ma,Mamry Additienai Etl 608.7, C406.J.1 Prgea Enhancetl Service 1Vater Haat System eU¢ienry U u U Floida diCale Sixth Edition -Eoy IEC2015.Toral 8aldmgPean-ne GomprOFSat Florida Bw'Min9 Code, Sixth Edition (2017) - Energy Co n ' n1ECC 2015•Tvai Budtg Pe!*mwe Option FI n'da euddg Cale, Sum Edtion (2017)-Eegy CvnsanatnECC 2015-TofalBuidng Pedaarce CotqI'ae Option padraga a,a trine rabwing awn s,alam 97/32018 t t of l9 71}018Page Pugc I2 or 19 9/1320/8 Pogo 13 17 19 9//32018 Page 14 of 19 anr,ancemx,ta twat worry so Pemo„4 of cwt 0 water roquiram«rts,a too port fTNeln:Jdwg I Otlurw,w campre9wN real recovery pm sec5w, trJAG 0408.2.2./ MachaniW 6403 4.5. Waste hes! m Ar ou0als and zone tertnmal devices has means ❑ ❑ ❑ J f«arWuwng. Q ttvne Goaz.z.f MarAadnal lie u dna rpr,a tennnd aav'wea Hare manna ❑ ❑ ❑ 0 f arxmg T-119 GCd2.3.2 Mx&..ical iVAC :ray have boon.sledb ❑ ❑ ❑ o re Wope opo ria cal b d C9 o lY aju,ur;w;ta vel w ( �c `"end '- ..� Mti Q Z OCC.j�ncy,�iA. Post ConsWcbm Ca033, 6138252 mtenw ligtdvg Fumishol OSM+nshuctwn8 for sstemb,d ❑ ❑ ❑ T �ie•Y O t\ E nerlbOrebWltli a vides' naiad equal rg wr✓x 9 CV O L to U Post ConsVudin C303.3, G0a.2.5.3 Mechanical reprasenmlYvn. Fvnislxd 08M marvels mr HVAC systems ❑ ❑ ❑ W U< v/nhul all days of systens araptanca. Ferlasw5on GM.42.2 Envelepa skyFgnts b once, stage, aummotive serv'¢e, ❑ ❑ ❑ 1 1 i anufaaur' 9. efisge. aced warahwse, nsta0 j1j U stow and dstnhutvrnaU urea Mvea J N � W � mored n h 9a vamenl un,eaa t7.. 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Post Oondr ton C405.23A Macbani'A Fnal contrtus i'g report due ib builatig outer ❑ ❑ ❑ 'iNb 90 days arecaPt of camf a'sd i Post Censvuct%on 0408,3 Intact l+gnV Lighting sys+ea a have bean tasted N ensure El ❑ proper rvllbratiwA adiusbtenL Progra'surung a,k opo raven. Elia a 5wnmit) Fla, TAM 2017-1.0 C 'ant Software. Efiettise Dale: Dec 31 2077 9YG uge omp. Ener a e Summir9 FlaCortt2017. TAM 20 T-1.0 Ian - :rare. Efieu"+ve Date: Dec 31 2017 t Contemn SCP 9yG u9 (k 'Co - 0 E Ere au Summit) Fla m-2017. TAM L Can '� i Softxare. Heciivo Dale: Dec 31 2017 rgyG 9e W'an Enar Ga a 9ammit) FalCorm2017. TAA( 2917-f.O Com fart SefMrare. Effective Das' Oec 31 2017 9Y a9 W , Floida diCale Sixth Edition -Eoy IEC2015.Toral 8aldmgPean-ne GomprOFSat Florida Bw'Min9 Code, Sixth Edition (2017) - Energy Co n ' n1ECC 2015•Tvai Budtg Pe!*mwe Option FI n'da euddg Cale, Sum Edtion (2017)-Eegy CvnsanatnECC 2015-TofalBuidng Pedaarce CotqI'ae Option x Florda Building Code, SinEdi(217)-Engy Consatn IECC 2015-7oBuilding P•fonaComane tip'on 97/32018 t t of l9 71}018Page Pugc I2 or 19 9/1320/8 Pogo 13 17 19 9//32018 Page 14 of 19 z 0 Q 0 O J Q z W 0 C/3 co L -L- o C9 o lY 0-� Q Z Q x ,:D F2 T �ie•Y O t\ E CV O L to U t W U< Qt� U 0) Q (~7 1 1 i j1j U CO J N � W � t7.. I U Q � ca t Uto r,- Q C7 r ('o 7 r iy i tf 1•�1-.e F i f/ I i �yrh Y� tis., ,alO rr� o. L !lli;lil111111 COPYRIGHT©2017 AGKAL ARGHITEGTS. This document is the property of Acked Architects, APG This Document may NOT be copied, reproduced or used without the written Consent from Ackal Architects, APG. Project Number: 18-014 Date: 09/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: ENERGY &AUGE SUMMIT REPORT Sheet No. MP001 41 of 5q 4 A A I I I I I f I ( f I F) �� EF I�t�li 2 (X) (ON ROOF) o f I I o I o I I I I I I ------------ f f I I I I I f f f i I I I I III (x) WC ..9 I (X) RTU RTU L------ I (X) WC r i91 '( (X) ( ) lu ,1 (ON ROOF) ,, II ROOF , ON Ii I I I I I I ,i it i L (X) L 10--- 3 I i I I I I I I, it 101 2 LJ (1 x ❑■ x _ -Ji- -------- ----- -------_-----_-- ----1L_-----_------ h --- _ _ _ _ ---- /"� (X) ^ I— _ *_ _ _ .r _l r__. I__ _ - _ - 'l r - - - - _ _ _ _ _ _ - f(_ _ - _ _ _ _ - - n Y 11 (IIVIL 1Q' I� L �(X) L 10 I, n H �I II (X)i f (ON RQ;OF) T I I(X) WC 9' i i � L _ II ii ii f ii f ii ii f I� ❑ � L---•� �� � II II II I II 'I� II / I II I II I II I it II I II i- --- 6 --- -----L--,L---- I -----_ �I __ IL -_ _ L I -- - —j _� c-----JL IL P- k ------� -- -1 / (-r_ __.,-1 G_ ♦�-BTU--_-�G__---------7 L- ____"--- G___ -___--- t - -- II v 1 , II- I -----------=---�I'I II I II i it I II I II II I II ;I I I II it II II II. 1� I I I I (ON IROOF) i t E) 4" RTU 11 II ' II it 11 11 �' 11 II �1 _-___---=____I�yI�— r-�1-- ------------1J�� ------ II-- -------------- a�;-��i ------ ------------- -�I-- ------IIILI -I'II (X)I=--=---- 7 ------ -rL------ r - 0N= ROF) If I� I II I II II II II 1 II II II II II II (_------------- ,I II II 11 „ If III I I L ---------- �. ,, ,I I II I 11 I II I II it Ll9 II �� U it ( II I It II I ;I II 1 II , n it .1 M In MECHANICAL AND PLUMBING DEMOLITION PLAN 1/811 = 11-011 DEMOLITION NOTES: 1. EQUIPMENT AND PIPING LOCATIONS SHOWN FROM BEST AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY SIZES AND LOCATIONS. 2. EQUIPMENT THAT IS BEING REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE JOB SITE, EXCEPT EQUIPMENT SELECTED BY OWNER. OWNER SELECTED EQUIPMENT WILL BE TAGGED AND SHALL BE MOVED BY CONTRACTOR TO OWNER'S STORAGE ON SITE. 3, WHERE PIPING OR DUCTWORK IS TO BE CUT OFF AT A POINT, IT SHALL BE CAPPED OR BLANKED OFF AT THAT POINT. INSULATION ON REMAINING PIPE OR DUCT TO BE REPAIRED TO NEW CONDITION. 4. PIPING CONNECTED TO EQUIPMENT THAT IS BEING REMOVED SHALL BE CUT AND CAPPED IN WALLS, FLOORS OR CEILING SO AS NOT TO INTERFERE WITH NEW CONSTRUCTION OR EQUIPMENT. SHEET NOTES: Oi EXISTING PACKAGED ROOFTOP HEAT PUMP UNIT, ASSOCIATED AIR DISTRIBUTION SYSTEM, AND OTHER APPURTENANCES TO BE REMOVED. EXISTING ROOF PENETRATION AND CURB TO REMAIN. MODIFY PENETRATION AND CURB AS REQUIRED TO SUIT NEW ROOFTOP UNIT. OEXISTING EXHAUST FAN TO BE REMOVED. EXISTING ROOF PENETRATIONS TO BE SEALED AND COVERED WITH AN INSULATED, GALVANIZED SHEET METAL COVER WITH PLYWOOD BACKING. FIELD VERIFY EXISTING CONDITIONS AND EXACT LOCATION. OADJACENT TENANT NOT IN SCOPE OF WORK. O4 EXISTING 4" WASTE AND ALL ASSOCIATED PIPING TO BE REMOVED AND CAPPED BACK TO MAIN. FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO COMMENCING WORK. O5 EXISTING WATER METER AND ALL ASSOCIATED PIPING TO BE REMOVED AND CAPPED BACK TO MAIN. FIELD VERIFY EXACT LOCATION PRIOR TO COMMENCING WORK. O6 EXISTING PLUMBING FIXTURES AND ALL ASSOCIATED PIPING TO BE REMOVED AND CAPPED BACK AT MAIN. FIELD VERIFY EXACT LOCATION PRIOR TO COMMENCING WORK. O7 EXISTING 1" CW AND ALL ASSOCIATED PIPING TO BE REMOVED AND CAPPED BACK TO MAIN. FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO COMMENCING WORK. OEXISTING 4" WASTE. FIELD VERIFY EXACT SIZE AND LOCATION. OEXISTING WATER CLOSET AND ALL ASSOCIATED PIPING TO BE REMOVED AND CAPPED BACK AT MAIN. FIELD VERIFY EXACT LOCATION PRIOR TO COMMENCING WORK. 10 EXISTING LAVATORY AND ALL ASSOCIATED PIPING TO BE REMOVED AND CAPPED BACK AT MAIN. FIELD VERIFY EXACT LOCATION PRIOR TO COMMENCING WORK. msa. ENGINEERING CONSULTANTS 370 E Windmill Lane, Suite 100 Las Vegas, NV 89123 702.896.1100 msa-ec.com U W CD 0 0 Q z Q cn x O r- G N � W , U W co UU Q m co r r � W U > Q ,_ J N : W L? I- U Q 0 m = 00 U � Lo r` CD co � ,4�klt4kkkikkkkllLili �k V �,�,t I N \�1j111111Stt iNii'il, -SEP 13 2918 C12PY9IGHT02071 ACKAL AKOHITEOT5. This document (s the property of Ackai Architects, APG This Document may NOT be copied, reproduced or used without the written consent from Ackal Architects, APG. Project Number: 18-014 Date: OCl/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: MEGHANIGAL AND PLUMBING DEMOLITION PLAN Sheet No. MFP200. 42 of 5q A I t t t III R-6 900 D-2 250 J -moi 1177 _7 8110\ 12"10.1, 10"0 125 n� INOMEN 10"0 —103 o ri-if16"X14" I i IT 7i I /rpt d I 1,000_CF.11; (1101�C I LtJ (ON 6 OOFj) �X1 I I � � Af �I 110110 I D-2 I i I 250 i I _ Al D- 1 20EPAIR r—� 4 i , I zoo I Ii _ - 8"0 500 CFM ..14"X16" (ON ROOF) 1 E I `� : t_ 16"0 r R-6 12" D-3 950 300 20ly "X. .. L /� 8"X10° 1 125 MEN QST iI RTU �13� ii 150X14" I I 6 1 -6 I ( 12"0- D -2 2"0- D-2 200 1 SHIPPIN( I 11g"'o R-5 I 600 6 1211 f� I I K —_\. 10"� _ 114"0 I 10"0 I I / D-2 X14" /�� 275 I I D-2 i 185 , 14"X14" Rr14 /�� 385 8"0 �,Ut i1 —1 20" � L11�� j I 20"X' f$' CEILINGS. COORDINATE EXACT LOCATION OF ALL ACCESS DOORS WITH ARCHITECT I F - ----� ELEGTR1CAt.1 NO -]I �I �I - ------- ---------------I 4 ¢ WHEX-2 150 n s PROVIDE LOCKING COVERS FOR T -STATS. 'J' - I I 4. 150 5. THE MECHANICAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL ROOF MOUNTED III R-6 900 D-2 250 J -moi 1177 _7 8110\ 12"10.1, 10"0 125 n� INOMEN 10"0 —103 o ri-if16"X14" I i IT 7i I /rpt d I 1,000_CF.11; (1101�C I LtJ (ON 6 OOFj) �X1 I I � � Af �I 110110 I D-2 I i I 250 i I _ Al D- 1 20EPAIR r—� 4 i , I zoo I Ii _ - 8"0 500 CFM ..14"X16" (ON ROOF) 1 E I `� : t_ 16"0 r R-6 12" D-3 950 300 20ly "X. .. L /� 8"X10° 1 125 MEN QST iI RTU �13� ii 150X14" I I 6 1 -6 I ( 12"0- D -2 2"0- D-2 200 1 SHIPPIN( I 11g"'o R-5 I 600 6 1211 f� I I K —_\. 10"� _ 114"0 I 10"0 I I / D-2 X14" /�� 275 I I D-2 i 185 , 14"X14" Rr14 /�� 385 8"0 �,Ut i1 —1 20" � 1 D-4 480 1 1,2110— U Ui CI- i 2,400 CFM (ON ROOF) I "X18" 12"0 FD -14"X14-- 4 �- 480 12' O -- i 16"X6"— -------------`----- i 1. 20"X' f$' CEILINGS. COORDINATE EXACT LOCATION OF ALL ACCESS DOORS WITH ARCHITECT I ' 2. 4 ¢ I ! PROVIDE LOCKING COVERS FOR T -STATS. 165) - I 4. DUCT SIZES SHOWN ARE THE CLEAR INSIDE DIMENSIONS. 5. THE MECHANICAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL ROOF MOUNTED EQUIPMENT AND ROOF PENETRATIONS WITH ARCHITECT AND STRUCTURAL ENGINEER 1 D-4 480 1 1,2110— U Ui CI- i 2,400 CFM (ON ROOF) I "X18" 12"0 FD -14"X14-- 4 �- 480 12' O -- i 16"X6"— -------------`----- i 1. ACCESS DOORS ARE REQUIRED FOR ALL DAMPERS INSTALLED ABOVE INACCESSIBLE CEILINGS. COORDINATE EXACT LOCATION OF ALL ACCESS DOORS WITH ARCHITECT I ' 2. VERIFY LOCATION OF ALL THERMOSTATS WITH ARCHITECT PRIOR TO INSTALLATION. ¢ I ! J/T � 1 i ; I 430 48017i C I — 1 _ ] 12'1 RTU J 12"0 14� 2 4QtLCEM_ 18"X18" D-2 I - ' i (ON ROO)_ - i� I u 8"0 '\ I —`� ^ � X18" D-4 1[L� C I C 8"� 22" 18" 12"- 480 1; ,000 CFM I I i I ON ROOF / I.I 1---- \� rD-4--.�1 ; `1 430 -- R/ ❑; L50 � i � , 7P— F.F.G. I I 1050 �r I 1050 4 i D-2 16 16 I D-2 ��\ 200 5 I 121[0! '/ 3 I 225 0�{ Su - --- -- - -- s_ — -- --- - - 1 i 700. ` 375 Sj �� / i 11—D -I T- F - 7 . / 12i'— T 18�� X16 10"� ' I 690 D-2 2 I 14"X14" J 8 F ;E R-3 I \/ I 350 4 I D-2 330 �) r / I; „1 D-2 D-2 Cj "0 Di? / 200 ( /C� 10 1 ' (` / 350 / 200 200 / $ I-� / 200 L/=\ 8'10 D-2 D-2 I I DO�J"THS i PGEP'ION� i 108 (� 200 115 1�J f ; 8110--// 12 2 `;(I6X�1 t iIJ I �, —� E31 I `I-� , i rl� 14 °I ° z )._ �t Imo— I 24 12'1X4'1' I 16"X161 �r J 10110 8i1r7( 1211n(� D^Z+ / D-2 \ / , 0-2 D-2 �J �J2,0,0!, /vimk,- � 325 I 325 1411(7( 101.0 ' 1t71 ❑ I li RTU 10 8 10 I) \ / , / 10"� i �J r R-6 D-2 / / D-2 811/7( / D-2 it 5 - !O /O 14 950 350 200 jl 1,200 CFM r / R-3 22"X16" ,� I I -- _ 24 X16 (QN-RQO I 200 �! -1 I 14' I 10 1 E17-122 X16 J[I\' 14" ( RTIC R-7 D-2 L_ O, c>4fi 20 x16 2 i J 120o I � 8"0_--\\ iQ $ 0 150 / HAd "p"� 2,400 (CFM C/ i H 18 X14 2,400 CFM r 6X14 HALL 10� 11 ,4 ROOF > .< 105 12" 6 8"� _ J ( ) ( (y N ROOF) I I =C% tc / a -------- -- 113b � i � fh } MEN R-3 C- 10 F — —1 / / r— 4 �F�i1 I '10721 X-2` EX -2 103 1 200 ' D-2 - , D-2 /-Y i D-2-- — 3 101'o - 20Q,- P2Q0 ' °'- 10 15b11 R-2, R- 2 D-2 �'"*' V -2 --------------- i / 15Q� �I'$0 i r` 1211/v / /1 / 150 150 t� U° T ' D-2 / 1-- 150 'r� '� / 350 / 10110 if D 200 !� �E $110 /� / - 8110 81� F rC D 2 �. - I 10 0 185 -��. I i. 'I 11a 10_' �i 12 I 14� !��� i--1,qrX12��r! i 180, __ —.• — 1T �}.L—�Ei'.�-i-� � .�:'c.—arc X X V-r-c�—I4X X X Y. —X X X 7 X- / X X Y /V\ X P4 X Y X X X Y X X X Y X X X X X X X X k X k Y `! Y Y Y Y Y `! Y Y Y V V Y Y Y V Y `! Y `! `,( Y Y V Y Y Y `! Y Y '✓ Y Y Y Y Y Y Y Y Y Y V V Y Y Y Y V /Y1 `!/ Y Y Y Y V Y `{ V Y Y X Y Y Y V Y V V Y Y V Y Y Y Y Y Y Y Y Y Y Y X X n !\ /\ /Y\ / \ /Y\/!\/!\ Y Y Y Y,�- Y y-rY rY V �Y��-V Y V Yy, Y ,rY \ 400' CFM \ / \ % \ / \ c/r\ i/Y\ \ \ / \ /V\ % / \ / \ /\\ X/\YnYn Yn Yn YnVnY!`YnYnYnYnYnYnVnYn YnYnVnYnYn Yn In YnYn v' a�Y'ikii\1`S'M^V�V>'�!\'�� n A n n n n n n n n /� n n n n n n n n n n i. n n n n /. n 6 A MECHANICAL PLAN M2.0 1/811 _ l'—O" 1 REVISED ARCHITECTURAL BACKGROUND z U) 0 U CJ U z LIL1 0 C10 cn U GENERAL NOTES: 1. ACCESS DOORS ARE REQUIRED FOR ALL DAMPERS INSTALLED ABOVE INACCESSIBLE CEILINGS. COORDINATE EXACT LOCATION OF ALL ACCESS DOORS WITH ARCHITECT n PRIOR TO INSTALLATION. 2. VERIFY LOCATION OF ALL THERMOSTATS WITH ARCHITECT PRIOR TO INSTALLATION. ¢ MOUNT ALL THERMOSTATS @48" A.F.F. IN ACCORDANCE WITH ADA STANDARDS. PROVIDE LOCKING COVERS FOR T -STATS. 3. VERIFY AND COORDINATE FRAME AND BORDER TYPE REQUIREMENTS FOR AIR DEVICES WITH ARCHITECTURAL CEILING PLANS PRIOR TO ORDERING. 4. DUCT SIZES SHOWN ARE THE CLEAR INSIDE DIMENSIONS. 5. THE MECHANICAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL ROOF MOUNTED EQUIPMENT AND ROOF PENETRATIONS WITH ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO COMMENCING WORK. 6. THE MECHANICAL CONTRACTOR SHALL COORDINATE LOCATION AND ROUTING OF HVAC EQUIPMENT AND DUCTWORK WITH OTHER TRADES PRIOR TO COMMENCING WORK. 7. ALL EXHAUST OUTLETS SHALL BE LOCATED MIN. OF 10'-0" FROM ANY OUTSIDE AIR INTAKES. 8. THE CUTTING, NOTCHING AND BORING OF HOLES IN FLOOR JOIST AND WALL STUDS SHALL BE IN ACCORDANCE WITH THE LATEST APPROVED EDITION OF THE INTERNATIONAL BUILDING CODE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING AS REQUIRED TO ACCOMMODATE HIS WORK. 10. REFER TO THE MECHANICAL DIAGRAMS THAT APPLY TO THE WORK ON THIS DRAWING. THESE DIAGRAMS PROVIDE GUIDANCE AS TO INSTALLATION INTENT AND DO NOT NECESSARILY SHOW ALL COMPONENTS REQUIRED. SHEET NOTES: O10"X10" EXHAUST AIR DUCT UP THROUGH ROOF TO EF -1. PROVIDE DUCT TRANSITION AS REQUIRED. O2 12"X12" EXHAUST AIR DUCT UP THROUGH ROOF TO EF -2. PROVIDE DUCT TRANSITION AS REQUIRED. OPROVIDE LOCKING COVERS FOR THERMOSTAT. O4 VERIFY EXACT LOCATION OF ALL THERMOSTATS WITH ARCHITECT PRIOR TO INSTALLATION. MOUNT ALL THERMOSTATS AT 48" A.F.F. IN ACCORDANCE WITH ADA STANDARDS, O5 DUCTWORK THROUGH LOAD BEARING WALL, REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION. OADJACENT TENANT NOT IN SCOPE OF WORK. z U) 0 U CJ U z LIL1 0 C10 cn U c0 � o CD n r ¢ z Q x D O ti E CV 0 W � , U W co cn d m W U CV Y W W to CA- , U Q CO _ CO U T % Ln 1` o m N11 N y '' �N 4 7 ; 1 STA W ,c� .• < 0 FZ i �S/0 N PA -1- q/2-7/201 5 A-1—q/2i/2015 CO1-YRIGHT©2011 AOKAL ARCHITECT3. This document Is the property of Ackal ( Architects, APG This Document may. NOT be copied. reproduced or lA5ed withaat the written —consent from Ackal Architects, APC.�— ii Project Number: 18-014 Date: Oq/13/2015 Project Architect: B.A. Project Manager A.D. I Drawn By: G.L. 1 File Name: SANFORD ReviSedQgpp�;pUM 1, 09/21/2018 Sheet Name: MEGHANIGAL I PLAN Sheet No. M20OR 45 of 5ci . WM MS-1L� A:�iTO�' 12q FD -1 L-- 211 Is O3 r I I vla i 2" I--------- I—_ r. I 'r'?,E17AIFI -2" F _-1 126 I I I 41 _ — 21 _ I •I! I , __ r ---- ----=I-'-- -- - - --- - 4-d - - - --I I---------- - I 7-- 311 EMPLIOYEE ' I I 111 WILL L 1 5 ( C1 5 I I I I AE310 1 211 FF- 1521 —W,C-1 F.E.G. 4" 21 n 7 (A--------- ---- a 2N- - 2 L5-2- L=2 1^IOMEN FD2" 211 p=1 1 I I WC -1 IWC -2 O i _ 11 i�(_ 1 1 FIDE r- L=1 I' C L-1 r- I i I 4 13 7T7 1 � 1 ri 41' q> 7 , I 6 I 6 5i - 2" \\ 211 S -2&j OFFICE 114 � I ITR.AIN N I H BREAK 124 HALL T EXAM HALL 10q OFFICE 110 FD - 211 SHIT FINGI I 118 i I I LL I I I I ; I I II I I I I I I I I I I I I I I I I I I I I I � No 11 "t I I ------------------- ----------------- El ----------- 0 Ln 0 Q Q ❑ I I m - ---©--�—- —j------� lug I I I I ' I, i ❑ I U� J ;qI y I I iii I �_.-..l I � 2NIJ E 1ITING h -o- -61 F I! I� I 41. 2 4<2 I I I I ' I i 2" T i I 2 4" I � I I I' I 5 I r—� I ❑ 1 , SGR.EENING I 300TH5 I RECEPTION 10u 10-t I I ' CA n ,1 2 I ENTRY I I I I Fioll ❑ 1 I I O 411 II 5 6 -1L� I I I ' I ' I I EW -1 I I I 2.1 1 W C 2) i UU=1 .1 I ?1AITING I - 105 [I, W4 C i--------------- I?Nc MEN C Zt ,Ire 5 MEII. ❑ 7 Ll -FD-1 _ f -,q 1C��)I� 2 7 k ----------------- EXAM /- -- -- --'- 1 --- — a� L 1 �`'Y_- r -- - ----- - IE%AM EXAM I � 11 �2 F-111 1�M I Ki0_ 411 �� �� FD -1 N,, 5 104 L-1 � I—II 2" LP - L-1 OFFICE I ( 5 J- ------- -----� j I------ ---C ---4( � — 5 135 CLOSET I i l �! hi I T\ 3 J r� 113 ; - ------ --- �� ��1=� II I�I I L-1 �i ^ 2" IWC -1 21u L-1 fes-,- �. ��-....,.,. �.�....�-. �.�-�..�.��-:,.�..-- ��. �..,.- n.�-�...�.r...,.��,-.,.� .�� - 'x x" x x x u u u x x x u u. x x x x u u x x u u u u x u u x x x x x x ul x u u u u u u u u x u xt u x `! x `! x x u x u x x x x u x x x x u u x x u x x u u x x u x u x x x u u u x\/ u x x \/ N / \/ \/ \/ V!\xf\Y/\V/\V/\x/\!/\x/\x/\/\x/\x/\V/\x/\x/\!/\Y/\x/\x/\x/\x/`. x Y^Y^Y^Y^Y^Y^Y^Y^Y^Y^Y^YnYnY^Y^Y^Y^Y^Y^!^Y^Y^Y^Y^Y^YnY^Y^Y^V^V^!^Y^x^V^!^Y^V^x^Y^V^Y^x^V^Y^Y^Y^V^!^Y^Y^Y^Y^V^YYi�jY.\x/\Y/\Ynyn!!\x/\Yf\Y!\u/\Ynx/\ Yn xn Yn Y Y Y Y Y Y Y Y V Y V `! Y Y `! V V Y V Y Y Y V Y Y Y Y /\/ n V/ v/�fC—TT/�T+r\IVnY/\Yn Vn Vn Yn Yn VnYn VnYnYn Yn Vn Vn Vn Vn VnYn Yn Yn Yn Yn Vn VnY Y/\Y/\ \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\!\!\/\/\/\/\/\/\/\/\/\!\/\/\%\�\ 1 PLUMBING PLAN - WASTE AND VENT 1/8" = V-0" 0' 2' 4' 8' 16' GENERAL NOTES: -- 1. ALL WATER PIPING SHALL BE INSTALLED ON THE INTERIOR SIDE OF THE BUILDING. 2. THE CUTTING, NOTCHING AND BORING OF HOLES IN FLOOR JOIST AND WALL STUDS SHALL BE IN ACCORDANCE WITH THE LATEST APPROVED EDITION OF THE INTERNATIONAL BUILDING CODE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL PLUMBING ROUGH -IN LOCATIONS. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURES AND EQUIPMENT LOCATIONS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING AS REQUIRED TO ACCOMMODATE HIS WORK. 5. SANITARY DRAINAGE PIPING SHALL BE SLOPED: UNDER 3" AT 1/4" PER FOOT, 3" AND LARGER AT 1/8" PER FOOT. 6. PLUMBING CONTRACTOR SHALL COORDINATE ROUTING OF PIPING WITH ALL OTHER TRADES PRIOR TO COMMENCING WORK. 7. ALL PLUMBING FIXTURES SHALL BE WATER CONSERVATION TYPE AS MANDATED BY LOCAL BUILDING DEPARTMENT. 8. ALL WATER CLOSETS DESIGNATED AS ACCESSIBLE SHALL BE INSTALLED SUCH THAT THE ACTUATOR IS OPERABLE FROM THE WIDE SIDE OF THE WATER CLOSET. 9. PRIOR TO INSTALLATION OF SEWER AND WATER PIPING BELOW GRADE COORDINATE EXACT LOCATIONS AND DEPTHS OF BURIAL WITH CIVIL AND FOUNDATION DRAWINGS AND CORRESPONDING ENGINEERS. 10. REFER TO THE PLUMBING DIAGRAMS THAT APPLY TO THE WORK ON THIS DRAWING. THESE DIAGRAMS PROVIDE GUIDANCE AS TO INSTALLATION INTENT AND DO NOT NECESSARILY SHOW ALL COMPONENTS REQUIRED. OADJACENT TENANT NOT IN SCOPE OF WORK, OAT THE END OF CONSTRUCTION CAMERA SCOPE ALL UNDERGROUND MAINS TO ASSURE NO OBSTRUCTIONS. OREFER TO CIVIL DRAWINGS FOR CONTINUATION AND POINT OF CONNECTION. O4 4" VENT THROUGH ROOF. O2" WASTE AND 2" VENT UP IN WALL. O4" WASTE AND 2" VENT UP IN WALL. O7 2" VENT UP IN WALL. OROUGH -IN PLUMBING REQUIREMENTS FOR DISHWASHER. REFER TO SHEET MP0.5. OROUTE FULL SIZE PUMPED CONDENSATE DRAIN UP THROUGH ROOF. REFER TO SHEET MP2.4 FOR CONTINUATION. SANFORD WATER AND SEWER UTILITIES 422 W 14TH ST TEL: (407)-688-5090 1 REVISED ARCHITECTURAL BACKGROUND O co 0 Ln 0 Q Q �X 42 O r N U W 1 U W co LCL U m a� Q J C7 1 1 W U > 0- -JN _j c\1 Y W Lr) W 1 U Q � CO uD r -- CD CO MSA#L18110 1 1 2" L-2 I BIGi -,I 4 FD -1 A5T� 11 �® F.i=.c. WC -2 - BREAK 124 I I I I i I 1 O I • -Yl FD -2 14 PLASMA P OGESSINE 5 1 i 11_1 F D - z< 14 F O I I i I I -------------------- F-� i I C _- -----------' I , I ! ' , I I I I - AF i. ; ( I ; , , I ; I I ' I i~r i FL 00 117 I ' ; El L 3/T"IMPLO-T _tE , , 00 '� ,I HA_10 ! ! 6 I 'i2� I I I I C j -2 I I I I C , 2" MFt'"1 CO141 �Y°rITI�lC-� -- - , \ti ' 1016 I ' OFF!Gi; - WC -V 2 1 ' 5 O ►4 1 nn � ❑ 11/411 1/2„ - I 2 3/4" 2" i --- -�- --=T-- LQ-------------- ,=t -- - - -- --�_- -- -- 3/4" EI H , S-2,, ! OFFIGE I j I i ! I ❑, D41 I l I BOOTHS ' I t rc--Er "i'oN NF1=RE rRA Ni 1N - - - 10 t I u C ! � I UFF!GE 101 ❑ I 110 I� ' 21, I 1/ ,, ! EWC-1 I EXAM , �� �i � � ���� ��� , I G. 2 , 0,1 1/2" HALL Y'�A!TlflG I — HALL IOR r .E.�. 105 I 11 ----------- 1, 30 %I� I iY`{01�tE d WC r2 -- rr, O 103 I E� 14 =F. -D-1 FDO 14 - % 13 - EXAM EYAM EXAM 10 112 111 I 1FI h!G 5 1111 -17 1 OFF!GE T I /2Il i 03ET f---- ! I I tt 1�� L 2 ' ��WC-1 3 4„ _j ��_6- u x x x x —./Y y u x x x x -. ynom-..�-. ��Y- `� :{ u u u u u u Y x u x x X x u u x x x X x x Y x x x x .{� n /\ n n /\ /\ /\ X X Y Y `{ `/ Y Y X 1 /Y\ /Y\ /Y\ /Y\ {\ / \ /X\ /V\ / \ /X\ /\'\ / \ /Y\ / \ /Y\ /Y\ /u\ /V\ /Y\ /\'\ / /\ {Y v \ {\ /X\ / \ /Y\ /Y\/Y\/Y\ /Y\ / /\/X\ \< \ Y Y `1 Y Y 'Y Y Y V Y V Y Y Y Y Y Y V Y Y V Y Y Y Y Y Y�V� y Vf l��g YrY {V $ Yee h9Y}Y Y/ Ag{ Y jV YY9 'Y `{ Y Y Y Y Y Y VJ\ i�><-7'�'-J\"�Ji'? Yri'CY Vi/°ot1{SV lYid`% I/\�\`i r'�V`"�7\�Pv1['CI'%iYl�l�/'\ fly-1�J V/'� J�1rx''CY/`.Y/\Y/\Y/\Y/\ /\ /\Y/\ //\Y/�Y/\ {/\Y/\Y/\Y /�Y/\Y/\Y/\Y/\Y/\y/\Y/\ /Y/\Y/\Y/\Y/\y/\ �•(\% V l 1 _ PLUMBING PLAN DOMESTIC WATER 1/8" = 1'-0" GENERAL NOTES: 1. ALL WATER PIPING SHALL BE INSTALLED ON THE INTERIOR SIDE OF THE BUILDING. 2. THE CUTTING, NOTCHING AND BORING OF HOLES IN FLOOR JOIST AND WALL STUDS SHALL BE IN ACCORDANCE WITH THE LATEST APPROVED EDITION OF THE INTERNATIONAL BUILDING CODE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL PLUMBING ROUGH -IN LOCATIONS. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURES AND EQUIPMENT LOCATIONS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING AS REQUIRED TO ACCOMMODATE HIS WORK. 5. SANITARY DRAINAGE PIPING SHALL BE SLOPED: UNDER 3" AT 1/4" PER FOOT, 3" AND LARGER AT 1/8" PER FOOT. 6. PLUMBING CONTRACTOR SHALL COORDINATE ROUTING OF PIPING WITH ALL OTHER TRADES PRIOR TO COMMENCING WORK. 7. ALL PLUMBING FIXTURES SHALL BE WATER CONSERVATION TYPE AS MANDATED BY LOCAL BUILDING DEPARTMENT. 8. ALL WATER CLOSETS DESIGNATED AS ACCESSIBLE SHALL BE INSTALLED SUCH THAT THE ACTUATOR IS OPERABLE FROM THE WIDE SIDE OF THE WATER CLOSET. 9. PRIOR TO INSTALLATION OF SEWER AND WATER PIPING BELOW GRADE COORDINATE EXACT LOCATIONS AND DEPTHS OF BURIAL WITH CIVIL AND FOUNDATION DRAWINGS AND CORRESPONDING ENGINEERS. 10. REFER TO THE PLUMBING DIAGRAMS THAT APPLY TO THE WORK ON THIS DRAWING. THESE DIAGRAMS PROVIDE GUIDANCE AS TO INSTALLATION INTENT AND DO NOT NECESSARILY SHOW ALL COMPONENTS REQUIRED. SHEET NOTES: Oi ADJACENT TENANT NOT IN SCOPE OF WORK. O2 PROVIDE AND INSTALL NEW 1" WATER METER WITH 2" MAIN TO BUILDING PER CITY'S REQUIREMENTS. COORDINATE EXACT WATER METER LOCATION WITH WATER UTILITY AND LANDLORD PRIOR TO INSTALLATION. FIELD VERIFY ROUTING AND LOCATION. O1" CW AND HW DOWN TO WATER HEATER. O3/4" CW AND HW HEADERS DOWN IN WALL. RUN 1/2" CW AND HW TO S-2 AND ROUGH -IN 1/2" HW TO DISHWASHER. O1 1/4" CW HEADERS AND 3/4" HW DOWN IN WALL. RUN 3/4" CW TO EACH WC -1 WC -2 AND 1/2" HW AND CW TO TV -1 AND 1/2 TW AND CW TO L-1. 3/4" CW AND HW HEADERS DOWN IN WALL. RUN 1/2" HW AND CW TO TV -1 AND 1/2 TW AND CW TO EACH L-2. 3/4" CW UP THROUGH ROOF TO HB -1. O3/4" CW AND HW HEADERS DOWN IN WALL. RUN 1/2" HW AND CW TO TV -1 AND 1/2" TW AND CW TO L -1/S-1. O1/2" CW DOWN IN WALL TO EWC-1. 10 3/4" CW AND HW HEADERS DOWN IN WALL. RUN 1/2" HW AND CW TO TV -1 AND 1/2" TW AND CW TO EACH L-1. 11 2 CW AND 3/4" HW HEADERS DOWN IN WALL. RUN 3/4" CW TO EACH WC-1/WC-2 AND U-1. AND 1/2" HW AND CW TO TV -1 AND 1/2" TW AND CW TO EACH L-1. 12 3/4" CW AND HW DOWN IN WALL TO MS -1. 13 BALANCE CIRCUIT SETTER DELIVER 0.5 GPM. 14 PROVIDE 1/2" TRAP PRIMER. RUN 1/2" CW WITH SHUT-OFF VALVE FROM NEAREST MAIN TO TRAP PRIMER IN WALL. PROVIDE ACCESS PANEL AS REQUIRED. REFER TO ARCHITECTURAL SHEET A3.5 FOR FLOOR DRAIN LOCATIONS AND DIMENSIONS IN PLASMA PROCESSING. <8> 5 REFER TO CIVIL FOR CONTINUATION. <8> 6 EXTEND 1/2" CW WITH SHUT-OFF VALVES TO REFRIGERATOR. SANFORD WATER AND SEWER UTILITIES 422 W 14TH ST TEL: (407)-688-5090 1 REVISED ARCHITECTURAL BACKGROUND z 0 I— af O 0 - cc 0 v z 0 co cn u_ O 21 W co 0 LD 0 r• <L z x m O r'-' E N0 LU v W co U1 � U hr�l Q m (D LU U Q L 1..[_ 0 _j CV Y LU LO a , v Sco cc) Lo r - o m tutuulir`i�1�� i ,� 4,�: \GENS••••. �C .� i O _ I Cif " �0'' ST LV II ci/27/2015 GOf"(F21GHT©2017 AGKAL ARGHITEGT5. ` This document ,5 the property of Ackal Arch ltect5, APG This Document may NOT be copied, reproduced or used without the written con5entfrom Ackal Architects, APG. Ff-r-o-ject Number: 1b-014 Pate: Oci/15/201 b Project Architect: B.A. ! Project Manager: A.D. Drawn By: G.L. File Name: SANFORD ReviSedQAppENDUM 1, OW21/2018 Sheet dame: PLUMBING PLAN - DOME5TIG WATER Sheet No. P201 1 45 of 5q , , , , , , 1/8" = V-0" DEMOLITION NOTES: 1. EQUIPMENT AND PIPING LOCATIONS SHOWN FROM BEST AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY SIZES AND LOCATIONS. 2. EQUIPMENT THAT IS BEING REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE JOB SITE, EXCEPT EQUIPMENT SELECTED BY OWNER. OWNER SELECTED EQUIPMENT WILL BE TAGGED AND SHALL BE MOVED BY CONTRACTOR TO OWNER'S STORAGE ON SITE. 3. WHERE PIPING OR DUCTWORK IS TO BE CUT OFF AT A POINT, IT SHALL BE CAPPED OR BLANKED OFF AT THAT POINT. INSULATION ON REMAINING PIPE OR DUCT TO BE REPAIRED TO NEW CONDITION. 4. PIPING CONNECTED TO EQUIPMENT THAT IS BEING REMOVED SHALL BE CUT AND CAPPED IN WALLS, FLOORS OR CEILING SO AS NOT TO INTERFERE WITH NEW CONSTRUCTION OR EQUIPMENT. SHEET NOTES: OROOFTOP FREEZER CONDENSER UNIT BY OTHERS. REFER TO REFRIGERATION CONTRACTOR FOR MORE INFORMATION. OLICENSED MECHANICAL CONTRACTOR TO BE RESPONSIBLE FOR THE PERMIT OF THE REFRIGERATION BOXES. OFREEZER CONDENSER UNIT RACK. REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION. O4 ADJACENT TENANT NOT IN SCOPE OF WORK. O5 10" X 10" EXHAUST AIR DUCT UP THROUGH ROOF TO EF -1. PROVIDE DUCT TRANSITION AS REQUIRED. O6 12" X 12" EXHAUST AIR DUCT UP THROUGH ROOF TO EF -2. PROVIDE DUCT TRANSITION AS REQUIRED. O7 4" VENT THROUGH ROOF. ORUN FULL SIZE CONDENSATE DRAIN TO NEAREST GUTTER. FIELD VERIFY ROUTING AND LOCATION. O9 ROUTE FULL SIZE CONDENSATE DRAIN DOWN THROUGH ROOF. REFER TO SHEET P2.0 FOR CONTINUATION. l0 ROUTE 3/4" CW DOWN THROUGH ROOF. REFER TO SHEET P2.1 FOR CONTINUATION. MSA#L18110 mag 9M cn cn W O co � ���'� E N S�'�G� O 9 g C—CD-5 (D ¢ ST z SIO D CU d l RTU 6 TON 9/27/2018 C01-YRI6HT02071 AGKAL ARGHITEGT5. This document is the property of Ackal 21200 = � LBS 1 rN E', C—OC �` RTU ieXJ � 3 TON 850 LBS 1 2 _ ((-�—T; -- C -3C L—�I FXV 8 v Drawn By: G.L. 1 2 -- Pile Name: 5ANFORP LU oo u) Sheet Name: C-+ HB -1<l0> MEGHANIGAL AND �..�J LL PLAN EF 5 2 O 7 61A1 I MP2.04R 46 Of 5q 500 CFM w U cu o � J N � Lu 0- U RTU 6 d 0o ca RTU S U 5 TON 1150 LBS 6 TON 1200 LBS o m � L� I�x�I L'_�I 8 CCC L�� 11X1 -� 8 RTU 5 RTU 2 3 TON 850 LBS 6 TON 1200 LBS FXV v -'J RTU 6 TON � _3C_:)�.-� L2� L_�I x� 1200 LBS �X� 8 EF 5 I L—j r-, , CCS L 400 CFM r� 7 1/8" = V-0" DEMOLITION NOTES: 1. EQUIPMENT AND PIPING LOCATIONS SHOWN FROM BEST AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY SIZES AND LOCATIONS. 2. EQUIPMENT THAT IS BEING REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE JOB SITE, EXCEPT EQUIPMENT SELECTED BY OWNER. OWNER SELECTED EQUIPMENT WILL BE TAGGED AND SHALL BE MOVED BY CONTRACTOR TO OWNER'S STORAGE ON SITE. 3. WHERE PIPING OR DUCTWORK IS TO BE CUT OFF AT A POINT, IT SHALL BE CAPPED OR BLANKED OFF AT THAT POINT. INSULATION ON REMAINING PIPE OR DUCT TO BE REPAIRED TO NEW CONDITION. 4. PIPING CONNECTED TO EQUIPMENT THAT IS BEING REMOVED SHALL BE CUT AND CAPPED IN WALLS, FLOORS OR CEILING SO AS NOT TO INTERFERE WITH NEW CONSTRUCTION OR EQUIPMENT. SHEET NOTES: OROOFTOP FREEZER CONDENSER UNIT BY OTHERS. REFER TO REFRIGERATION CONTRACTOR FOR MORE INFORMATION. OLICENSED MECHANICAL CONTRACTOR TO BE RESPONSIBLE FOR THE PERMIT OF THE REFRIGERATION BOXES. OFREEZER CONDENSER UNIT RACK. REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION. O4 ADJACENT TENANT NOT IN SCOPE OF WORK. O5 10" X 10" EXHAUST AIR DUCT UP THROUGH ROOF TO EF -1. PROVIDE DUCT TRANSITION AS REQUIRED. O6 12" X 12" EXHAUST AIR DUCT UP THROUGH ROOF TO EF -2. PROVIDE DUCT TRANSITION AS REQUIRED. O7 4" VENT THROUGH ROOF. ORUN FULL SIZE CONDENSATE DRAIN TO NEAREST GUTTER. FIELD VERIFY ROUTING AND LOCATION. O9 ROUTE FULL SIZE CONDENSATE DRAIN DOWN THROUGH ROOF. REFER TO SHEET P2.0 FOR CONTINUATION. l0 ROUTE 3/4" CW DOWN THROUGH ROOF. REFER TO SHEET P2.1 FOR CONTINUATION. MSA#L18110 mag 9M cn cn W O co � ���'� E N S�'�G� O 77 o. rs (D ¢ ST z SIO d x 9/27/2018 C01-YRI6HT02071 AGKAL ARGHITEGT5. This document is the property of Ackal TT � consent from Ackal Architects, APG. 1 rN E', Date: 09/13/2018 N ui U I Project Architect: B.A. v Drawn By: G.L. Pile Name: 5ANFORP LU oo u) Sheet Name: MEGHANIGAL AND �..�J LL PLAN Sheet No. I MP2.04R 46 Of 5q w U cu o � J N � Lu 0- U d 0o ca S U o m � •``��� MI N PY.... ���'� E N S�'�G� 77 o. rs ST SIO 9/27/2018 C01-YRI6HT02071 AGKAL ARGHITEGT5. This document is the property of Ackal Architects, APG This Document may NOT be copied, reproduced or used without the written consent from Ackal Architects, APG. Project Number: 18-014 Date: 09/13/2018 I Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. Pile Name: 5ANFORP I� Revised&gDPENPUM 1, 09/27/2018 II Sheet Name: MEGHANIGAL AND PLUMBING ROOF PLAN Sheet No. I MP2.04R 46 Of 5q DRAWING IN®EX FLUORESCENT FIXTURE - RECESSED, LAY -IN tttit ffu elle SWITCHGEAR ® FLUORESCENT FIXTURE - RECESSED, FLANGED <t PANELBOARD - SURFACE MOUNTED J �•`' C� 1. /Y• i�,'�ri JJr FLUORESCENT FIXTURE - SURFACE 00 Z 00 :Do FLUORESCENT FIXTURE - SUSPENDED ® EXISTING / RELOCATED PANELBOARD - SURFACE MOUNTED f--Q--� FLUORESCENT FIXTURE - OPEN STRIP WITH WIRE GUARD o W N MN L] �-'� FLUORESCENT FIXTURE - WALL MOUNTED 9/2-7/2018 TRANSFORMER O ::) M z— W ENCLOSED CIRCUIT BREAKER This Document may NOT be copied, reproduced or used without the written. OR RECESSED, PER FIXTURE SCHEDULE consent from Ackal Architects, APG. CO V) ,-i N p FIRE ALARM EQUIPMENT a INCANDESCENT, H.I.D. OR MINI -FLUORESCENT - WALL N 1._L �a Qo xxxx rF_sD_j COMBINATION FIRE/SMOKE DAMPER SHEET,;7 INCANDESCENT, H,I.D, OR MINI -FLUORESCENT - WALL Q a la a s NUMBER SHEET TITLE o Q I SHUNT TRIP STATION OO LOW VOLTAGE INCANDESCENT FIXTURE EO.0 SYMBOL LIST AND DRAWING INDEX CHANDELIER (PROVIDE 5X STRUCTURAL BACKING) Qi CONTROL STATION AT +48" TO TOP UON (PER ADA} (Oi E0.1 ELECTRICAL SPECIFICATION ® RELAY E0.2 DEMOLITION SINGLE LINE DIAGRAM • v v ® E0.3 NEW SINGLE LINE DIAGRAM SPOTLIGHT - J -BOX OR TRACK MOUNTED - TRACK LENGTH AS INDICATED EO.4 PANEL SCHEDULES -Q STEP LIGHT - SURFACE OR RECESSED, PER FIXTURE SCHEDULE Ep GJ DISCONNECT SWITCH: 30/3 UON EO.5 LIGHTING FIXTURE SCHEDULE (F=FUSIBLE (FPEN), N=NONFUSED) Q -o []-a POLE OR POST - ARM OR TOP MOUNTED CUT-OFF LUMINAIRE MJ COMBINATION STARTER & DISCONNECT: SIZE I UON EO.6 ENERGY GAUGE SUMMIT REPORT vFD VARIABLE FREQUENCY DRIVE (LOCATE 12" BELOW CEILING U.O.N.) OJ ED2.0 ELECTRICAL DEMOLITION PLAN TWIN -LAMP BATTERY PACK - UNSWITCHED, CEILING MOUNTED, HP -RATED SWITCH AND POWER RELAY -20/1 (U.O.N.) FLUSH OR SURFACE PER FIXTURE SCHEDULE E2.0 POWER PLAN ® ® EXIT LIGHT - FACES AND ARROWS AS INDICATED, O JUNCTION BOX -SIZE PER NEC REQUIREMENTS E2.1 SIGNAL PLAN E2.2 CAMERA PLAN ® • WITH TWIN LAMP BATTERY PACK, UNIVERSAL MOUNTING, UNSWITCHED. 1 E2.3 LIGHTING PLAN EXIT LIGHT - LOW LEVEL: 6" - 8" A.F.F. TO BOTTOM, 4" MAX. OFF DOOR FRAME III& MOTOR OUTLET — LV — LOW VOLTAGE —LED— LED E2.4 ELECTRICAL ROOF PLAN 120 3 QUANTITY = 3 — N — NEON -w, Sx LOAD C: KVA A TOTAL 13 5 LOAD D: KVA A ELECTRICAL SYMBOL LIST NOTE: THIS IS A MASTER SCHEDULE. NOT ALL SYMBOLS AND/OR ABBREVIATIONS CONTAINED HEREIN MAY APPEAR ON THE DRAWINGS. ® FLUORESCENT FIXTURE - RECESSED, LAY -IN tttit ffu elle SWITCHGEAR ® FLUORESCENT FIXTURE - RECESSED, FLANGED <t PANELBOARD - SURFACE MOUNTED J �•`' C� 1. /Y• i�,'�ri JJr FLUORESCENT FIXTURE - SURFACE PANELBOARD - FLUSH MOUNTED • • FLUORESCENT FIXTURE - SUSPENDED ® EXISTING / RELOCATED PANELBOARD - SURFACE MOUNTED f--Q--� FLUORESCENT FIXTURE - OPEN STRIP WITH WIRE GUARD = EXISTING / RELOCATED PANELBOARD - FLUSH MOUNTED L] �-'� FLUORESCENT FIXTURE - WALL MOUNTED 9/2-7/2018 TRANSFORMER O INCANDESCENT, H.I.D. OR MINI -FLUORESCENT - SURFACE © ENCLOSED CIRCUIT BREAKER This Document may NOT be copied, reproduced or used without the written. OR RECESSED, PER FIXTURE SCHEDULE consent from Ackal Architects, APG. CO Project Number: 18-014 p FIRE ALARM EQUIPMENT a INCANDESCENT, H.I.D. OR MINI -FLUORESCENT - WALL N 1._L ~ Drawn By: G L BRACKET rF_sD_j COMBINATION FIRE/SMOKE DAMPER Revised: Al ADDENDUM 1, 09/21/2018 INCANDESCENT, H,I.D, OR MINI -FLUORESCENT - WALL SD SMOKE DAMPER 4 WASH INDEX Sheet No. Q I SHUNT TRIP STATION OO LOW VOLTAGE INCANDESCENT FIXTURE CHANDELIER (PROVIDE 5X STRUCTURAL BACKING) Qi CONTROL STATION AT +48" TO TOP UON (PER ADA} (Oi ® RELAY FAN (PROVIDE 5X STRUCTURAL BACKING) v v ® CONTACTOR WITH INTEGRAL HOA SELECTOR SPOTLIGHT - J -BOX OR TRACK MOUNTED - TRACK LENGTH AS INDICATED MAGNETIC STARTER, SIZE I UON -Q STEP LIGHT - SURFACE OR RECESSED, PER FIXTURE SCHEDULE Ep GJ DISCONNECT SWITCH: 30/3 UON BOLLARD (F=FUSIBLE (FPEN), N=NONFUSED) Q -o []-a POLE OR POST - ARM OR TOP MOUNTED CUT-OFF LUMINAIRE MJ COMBINATION STARTER & DISCONNECT: SIZE I UON TWIN -LAMP BATTERY PACK - UNSWITCHED, WALL MOUNTED vFD VARIABLE FREQUENCY DRIVE (LOCATE 12" BELOW CEILING U.O.N.) OJ SINGLE-PHASE MOTOR CONTROL ASSEMBLY: DC:4 TWIN -LAMP BATTERY PACK - UNSWITCHED, CEILING MOUNTED, HP -RATED SWITCH AND POWER RELAY -20/1 (U.O.N.) FLUSH OR SURFACE PER FIXTURE SCHEDULE ® PULLBOX - SIZE AND LOCATION AS REQUIRED ® ® EXIT LIGHT - FACES AND ARROWS AS INDICATED, O JUNCTION BOX -SIZE PER NEC REQUIREMENTS UNIVERSAL MOUNTING, UNSWITCHED EXIT LIGHT - COMBINATION SINGLE FACE. ARROWS AS INDICATED AC MECHANICAL EQUIPMENT DESIGNATION WITH TWIN LAMP BATTERY PACK, UNIVERSAL MOUNTING, UNSWITCHED. 1 iff EXIT LIGHT - LOW LEVEL: 6" - 8" A.F.F. TO BOTTOM, 4" MAX. OFF DOOR FRAME III& MOTOR OUTLET — LV — LOW VOLTAGE —LED— LED Fl LIGHTING FIXTURE DESIGNATION: TYPE F1, 120 WATTS 120 3 QUANTITY = 3 — N — NEON -w, Sx LOAD C: KVA A C = CONNECTED LOAD EQUIPMENT LOAD = ETC. FIXTURE, EQUIPMENT ON EMERGENCY LOAD D: KVA A D = DEMAND LOAD SUMMARY (EXPRESSED LOAD S: .KVA . A S =STANDBY LOAD IN KVA AND AMPS) SX S3 SWITCHES AT +48" TO TOP UON (PER ADA) S S2 SWITCH -SINGLE POLE S SWITCH -DOUBLE POLE Oi SHEET NOTE DESIGNATION S3 SWITCH - THREE WAY S4 SWITCH - FOUR WAY 42 FEEDER DESIGNATION (SEE FEEDER SCHEDULE) M SWITCH - OCCUPANCY TYPE Fm_1 SWITCH - OCCUPANCY TYPE, CIRCUITING IN WALL OR ABOVE CEILING CEILING MOUNTED -------- CIRCUITING IN FLOOR OR BELOW GRADE SX SWITCH -EMERGENCY SP SWITCH - PILOT TOGGLE (CONFIRM LIGHTED POSITION) TICS = NO. OF #12 WIRES IF MORE THAN TWO: SK SWITCH KEYED OPERATED -ISOLATED GROUND WIRE - �7„ V HOMERUN: (4) #12, 3/4"C. TO PANEL A - CIR. 1,3,5 D SWITCH - SLIDER TYPE ELECTRONIC DIMMER 3 STUB -OUT CIRCUIT DOWN (WATTAGE RATING AS REQUIRED) MC S ]11 COPPER GROUND JO CIRCUIT UP SWITCH - MOMENTARY CONTACT: SPDT CENTER OFF UON (SIZE PER PLANS) so M ----- MOISTURE SEAL -OFF S MANUAL MOTOR STARTER -POLES AND HEATERS AS REQUIRED 30/3 30 AMP / 3 POLE (REPRESENTATIVE) PE PHOTOELECTRIC SWITCH - 1500 VA UON AL ALUMINUM s1cr1 SIGNAGE OUTLET CONNECTION AFF ABOVE FINISHED FLOOR b®Q' DEVICES AT +18" TO CENTER LINE UON (PER ADA) AFG ABOVE FINISHED GRADE 65 ETC. DEVICES MOUNTED IN MULTIPLE UNDER COMMON COVER AIC AMP INTERRUPTING CURRENT MAXIMUM HEIGHT ON WALLS = +48" TO TOP UON (PER ADA) ATS AUTOMATIC TRANSFER SWITCH fiTsz DEVICES MOUNTED IN OR ABOVE BACKSPLASH: MAXIMUM HEIGHT ON WALLS = +48" TO TOP UON (PER ADA) BKBD BACKBOARD L�l®® DEVICES IN MULTI -COMPARTMENT Yt' FLUSH FLOOR MOUNTED UON C CONDUIT (WITH PULL CORD IF OTHERWISE EMPTY) RECEPTACLE - DUPLEX CU COPPER RECEPTACLE - DUPLEX - HALF SWITCHED (TOP HALF) (E) EXISTING TO REMAIN RECEPTACLE - DUPLEX - INTEGRAL GFCI CIRCUITRY F FUSE (DUAL -ELEMENT, TIME DELAY) RECEPTACLE - DUPLEX - ISOLATED GROUND FBO FURNISHED BY OTHERS (ORANGE FACE): NEMA 520R/IG FPEN FUSE PER EQUIPMENT NAMEPLATE RECEPTACLE - DOUBLE DUPLEX GFCI GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE - DOUBLE DUPLEX - INTEGRAL GFCI CIRCUITRY GND .GROUND �- RECEPTACLE - SPECIAL TYPE (SEE ADDITIONAL NOTES) HOA HAND -OFF -AUTOMATIC o 4 RECEPTACLE(S) - CEILING MOUNTED HP HORSEPOWER C=Mc� PLUG MOLD SURFACE RACEWAY SYSTEM (2 -CIRCUIT WITH OUTLETS 18" O.C. U.O.N.) MOUNTED ABOVE BACKSPLASH U.O.N. IG ISOLATED GROUND TP TELEPOWER POLE K KCMIL (300 KCMIL = 300K) OO SMOKE DETECTOR - LOCAL ONLY, 120V, W/INTEGRAL BATTERY NF NON-FUSED AND ALARM HORN. WALL MOUNT AT 12" BELOW CEILING NIC NOT IN CONTRACT O SMOKE DETECTOR - LOCAL ONLY, 120V, W/INTEGRAL BATTERY, STROBE, AND ALARM HORN. WALL MOUNT AT 12" BELOW CEILING NL NIGHT LIGHT OUTLET - CLOCK NTS NOT TO SCALE ® OUTLET - TELEPHONE ® OUTLET - VOICE / DATA (R) EXISTING TO BE RELOCATED ® OUTLET - DATA OUTLET - TELEVISION RGS RIGID GALVANIZED STEEL QQ OUTLET - DOOR BELL/BUZZER TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION Q OUTLET - MICROPHONE UNSW UNSWITCHED Ov -� OUTLET - VOLUME CONTROL (+48" TO TOP UON) UPS UNINTERRUPTIBLE POWER SUPPLY O OUTLET - SPEAKER 8" COAXIAL W/ BACK BOX AND GRILLE UON UNLESS OTHERWISE NOTED TDI OUTLET - THERMOSTAT (REF. MECHANICAL DRAWINGS) Wp WEATHER PROOF (NEMA 3R) pQ TV / SECURITY CAMERA - FIXED (MOUNTING PER PLANS) (X) EXISTING TO BE REMOVED TV / SECURITY CAMERA - PTZ - PAN, TILT, ZOOM XFMR TRANSFORMER v (MOUNTING PER PLANS) u6y_E3R1:31[f A WW 0 [= O co tttit ffu elle LO cl- 0 I- <t z J �•`' C� 1. /Y• i�,'�ri JJr Q x ••\�J n� IV .� R ' i E ti eee//pfA1f1i111tUtt, N 0 W � � , U 9/2-7/2018 WCC) COPYRIGHT®2011 ACKAL ARGHITEGT5. v� This document is the property of Aakal. Architects, AFG Qi U This Document may NOT be copied, reproduced or used without the written. Q consent from Ackal Architects, APG. CO Project Number: 18-014 Date: 09/13/2018 W Project Architect: f3•A• N 1._L ~ Drawn By: G L _jN I File Name: SANFORD I WLO Revised: Al ADDENDUM 1, 09/21/2018 i U Sheet Name: Q co (6 4 =00 U INDEX Sheet No. EO.OR o m � lL E- WLUM v J LU A Q � m � W O qw W LU -1(30 z Q): L LU N Jl 4 A 4 4 tttit ffu elle //x as ��i 0% J �•`' C� 1. /Y• i�,'�ri JJr ••\�J n� IV .� R ' eee//pfA1f1i111tUtt, 9/2-7/2018 COPYRIGHT®2011 ACKAL ARGHITEGT5. This document is the property of Aakal. Architects, AFG This Document may NOT be copied, reproduced or used without the written. consent from Ackal Architects, APG. Project Number: 18-014 Date: 09/13/2018 Project Architect: f3•A• Project Manager: A.D. Drawn By: G L I File Name: SANFORD I Revised: Al ADDENDUM 1, 09/21/2018 Sheet Name: 5YMBOL L15T AND DRAWING INDEX Sheet No. EO.OR 41 of 5q 4 A 4 4 EQUIPMENT SHALL BE PAD LOCKABLE. MSA#L18110 Uj 0 L (D ti z Q U) x N E uI L o r, W c vn Q� , U wU > Q Of Q r m J N Y WLO � � U 2 m Ln r-- CD cc COPYRI6HT(D2011 AGKAI_ AROHITEGT5. This document is the property oP Ackal Architects, APG This Document may NOT be copled, reproduced or used without the written consent. from Ackal Architects, APO. Project Number: 18-014 Date: oci/15/2018 Project Architect: 8.,,k Project Manager: A.D. Drawn E3y: G.L. File Name: SANFORD Revised: Sheet Name: ELEGTRIGAL 5FE6IFICATION , , , , , , , , , ELECTRICAL SPECIFICATIONS PART ONE - GENERAL BIDDING 1.01 THE WORK: ALL WORK SHALL BE NEW UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL 1.19 SITE VISIT: CONTRACT DOCUMENTS INDICATE NEW WORK TO BE PERFORMED AND DO NOT PURPORT PART THREE -EXECUTION PROVIDE THE WORK SHOWN ON THE DRAWINGS AND SPECIFIED FOR ITS INDIVIDUAL SECTIONS OF TO SHOW ALL EXISTING CONDITIONS. VISIT THE SITE PRIOR TO SUBMITTING A BID TO BECOME 3.01 GROUNDING: GROUND ALL EQUIPMENT AND SYSTEM NEUTRAL IN ACCORDANCE WITH THE WORK. THE WORD "WORK" IS DEFINED AS ALL LABOR, TRANSPORTATION, MATERIAL, EQUIPMENT, FAMILIAR WITH EXISTING CONDITIONS. COMPARE THE WORK SPECIFIED IN THE CONTRACT REQUIREMENTS OF NEC ARTICLE 250. PROVIDE CODE -SIZED EQUIPMENT GROUNDING CONDUCTOR TOOLS, INSTALLATION, SUPERVISION AND ANY OTHER INCIDENTAL ITEMS OR SERVICES NECESSARY DOCUMENTS AGAINST EXISTING CONDITIONS, AND IDENTIFY AND ANNOTATE ALL WORK OR IN ALL FEEDERS AND BRANCH CIRCUIT RACEWAYS. WHERE ISOLATED GROUNDS ARE INDICATED, FOR THE PROPER INSTALLATION AND OPERATION OF THE COMPLETE SYSTEMS, WHICH SHALL BE CONDITIONS THAT ARE DIFFERENT FROM THE CONTRACT DOCUMENTS OR THEIR INTENT. UPON PROVIDE INSULATED CONDUCTOR (GREEN WITH YELLOW STRIPE). PROVIDED BY THIS CONTRACTOR WHETHER OR NOT SPECIFICALLY INDICATED OR NOTED. DISCOVERY, IMMEDIATELY NOTIFY AND REPORT IN WRITING ANY DISCREPANCIES TO THE ENGINEER. 1.02 RESPONSIBILITY: THIS CONTRACTOR IS SOLELY RESPONSIBLE FOR THE ACTIONS OF ITS PERSONNEL, NO EXTRAS OR CHANGE ORDERS WILL BE ALLOWED FOR FAILURE TO PERFORM THE PRE-BID SITE 3.02 UTILITY SERVICES: PROVIDE POWER AND COMMUNICATIONS SYSTEM SERVICES IN ACCORDANCE SUPPLIERS, AND SUB -CONTRACTORS. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE VISIT. WITH THE REQUIREMENTS OF THE SERVING UTILITIES. PROVIDE EXCAVATION, RACEWAY, STRUCTURES, GROUNDING, ETC. AS DIRECTED• POWER SERVICES AND DISTRIBUTION SYSTEM AIC PERFORMANCE OF ALL WORK AS MAY BE REQUIRED TO ACCOMMODATE OR SUPPORT THE ELECTRICAL 1.20 BASIS OF PROPOSAL: PROPOSAL SHALL BE BASED ON MANUFACTURERS AND MODELS AS LISTED RATING SHALL EXCEED MAXIMUM AVAILABLE FAULT CURRENT THROUGH UTILITY SERVICE WORK. EXAMPLES: PAINTING, STRUCTURAL SUPPORTS, CUTTING AND PATCHING, EXCAVATION AND UNLESS "OR EQUAL" IS INDICATED. PROVIDE SUBSTITUTION REQUESTS A MINIMUM OF FIVE (5) TRANSFORMER. CONTACT SERVING UTILITIES AND OBTAIN THEIR REQUIREMENTS PRIOR TO BID. BACKFILL, CONCRETE PADS, ROOF JACKS, ETC. REQUIRING THIS CONTRACTOR'S ENGAGEMENT OF BUSINESS DAYS PRIOR TO BID DATE CLOSING TO ALLOW TIME FOR DUE CONSIDERATION OF (UTILITY SERVICE AND LINE EXTENSION CHARGES PAID BY OTHERS). APPROPRIATE TRADES TO PERFORM SUCH WORK FOR THE PROPER INSTALLATION AND OPERATION OF PROPOSED ALTERNATE AND SUBSEQUENT NOTIFICATION TO ALL OTHER BIDDERS IN THE EVENT COMPLETE ELECTRICAL SYSTEMS. SUBSTITUTION IS DEEMED ACCEPTABLE. DETERMINATION OF SUBSTITUTION EQUALITY RESTS 3.03 TEMPORARY CONSTRUCTION POWER: PROVIDE TEMPORARY ELECTRICAL POWER DISTRIBUTION AND 1.03 MINIMUM REQUIREMENTS: THESE SPECIFICATIONS ESTABLISH THE MINIMUM REQUIREMENTS FOR SOLELY WITH THE ENGINEER. LIGHTING AS REQUIRED FOR ALL TRADES THAT REQUIRE SERVICE DURING THE COURSE OF THIS PROJECT IN COMPLIANCE WITH ALL NEC AND OSHA REQUIREMENTS• (ENERGY COSTS BY THE WORK AND MATERIALS, EQUIPMENT AND METHODS TO BE PROVIDED. THE DRAWINGS MAY 1.22 BIDDING: THE CIVIL, ARCHITECTURAL, MECHANICAL, KITCHEN, AND/OR INTERIOR DRAWINGS CONTRACTOR}. INDICATE REQUIREMENTS WHICH EXCEED THESE MINIMUMS. CONTAIN DETAILED DESCRIPTIONS, CIRCUITING, AND CONNECTION REQUIREMENTS WHICH ARE 1.04 GENERAL CONDITIONS: ALL GENERAL CONDITIONS, SPECIAL REQUIREMENTS OR GENERAL PART OF THIS CONTRACTOR'S RESPONSIBILITIES. DO NOT SUBMIT BIDS ON THIS PROJECT PRIOR TO 3.04 LOCATIONS: INDICATED LOCATIONS ALL OUTLETS AND EQUIPMENT ARE SUBJECT TO CHANGE REQUIREMENTS OF THE CONSTRUCTION SPECIFICATIONS ARE MADE PART OF THIS SPECIFICATION REVIEWING ALL PROJECT DRAWINGS, SPECIFICATIONS, AND ADDENDA. O SHIFT/RELOCATE/RECONFIGURE ANY OUTLET, EQUIPMENT OR CONNECTION POINT UP TO 10' AS DIRECTED BY ENGINEER AT NO ADDED COST, AND HAVE THE SAME FORCE AND EFFECT AS IF COMPLETELY REPRODUCED. 3.05 WORKMANSHIP: THE WORK SHALL BE INSTALLED PARALLEL AND AT RIGHT ANGLES TO THE BUILDING 1.05 DEFINITIONS: PART TWO - PRODUCTS LINES, LEVEL AND PLUMB. THE WORK SHALL BE WELL SUPPORTED AND SOLIDLY MOUNTED. DRESS AHJ: AUTHORITY HAVING JURISDICTION• 2.01 EQUIPMENT STANDARDS: ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND OF THE HIGHEST AND TIE WIRING IN PANELBOARDS AND SWITCHGEAR. THE WORK SHALL BE LEFT CLEAN WITH NO ASSEMBLY: AN INSTALLATION OR SYSTEM OF MULTIPLE COMPONENTS REQUIRING MULTIPLE QUALITY AVAILABLE ("SPECIFICATION GRADE"). EQUIPMENT SHALL BE CONSTRUCTED TO NEMA DIRT, DENTS, ABRASIONS, PAINT SPLATTERS, OR OTHER IRREGULARITIES. CONNECTIONS. (EXAMPLES: TRASH COMPACTOR, MOTORIZED DOOR, HVAC SPLIT STANDARDS AND SHALL BE LABELED FOR THEIR INTENDED PURPOSE BY A RECOGNIZED TESTING 3.06 FIRE STOPPING: ALL PENETRATED FIRE RATED SURFACES SHALL BE FIRE SEALED WITH APPROVED U.L. SYSTEM, ETC.). AGENCY ACCEPTABLE TO THE AHJ (U.L., CSA, ETL, ETC.). LISTED SEALANTS AS LISTED WITHIN ARCHITECTURAL SPECIFICATIONS. DO NOT EXCEED MAXIMUM EQUAL: ACCEPTED BY THE ENGINEER AS EQUAL 2.02 ACCEPTABLE MANUFACTURERS AND SUPPLIERS: WHERE EQUIPMENT AND MATERIALS ARE NOT ALLOWABLE SURFACE PENETRATIONS DEPENDENT ON RATING OF SURFACES. REFER TO FF&E: FURNISHINGS, FIXTURES AND EQUIPMENT - PROVIDED BY OTHERS AT JOBSITE SPECIFIED BY NAME THEY ARE DEEMED TO GENERIC, SUBJECT TO THE REQUIREMENTS LISTED ARCHITECTURAL DRAWINGS FOR DETERMINATION OF PENETRATION LOCATIONS THROUGH FIRE RECEIVE, PROTECT, STORE, ASSEMBLE, INSTALL AND CONNECT, PROVIDE MINIMUM 5x HEREIN. THESE MANUFACTURERS ARE CONSIDERED CAPABLE OF OFFERING EQUIVALENT PRODUCTS. RATED ASSEMBLIES. STRUCTURAL BACKING. (EXAMPLES: CHANDELIERS, PROJECTORS, ETC.). MINIMUM STANDARD IN ALL INSTANCES IS COMMERCIAL GRADE: 3.07 SUPPORTS AND HANGERS: PROVIDE 3" HIGH HOUSEKEEPING CONCRETE PAD BENEATH FLOOR PROVIDE: FURNISH, INSTALL, ACTIVATE, AND COMMISSION. SWITCHGEAR: EATON, GENERAL ELECTRIC, SIEMENS, SQUARE D MOUNTED EQUIPMENT, EXTENDING 3" BEYOND EQUIPMENT FOOTPRINT. SUPPORT AND ALIGN ALL LIGHT FIXTURES: ACUITY, COOPER, HUBBELL, THOMAS RACEWAYS, CABINETS, BOXES, BACK BOXES, FIXTURES, AND EQUIPMENT FROM STRUCTURE. 1.06 CODES: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST ADOPTED EDITIONS OF THE SECURE ALL SUPPORTING METHODS BY MEANS OF TOGGLE BOLTS IN HOLLOW MASONRY, EXPANSION NATIONAL ELECTRICAL CODE (NEC) AND ALL OTHER APPLICABLE FEDERAL, STATE, AND LOCAL WIRING DEVICES: HUBBELL, LEVITON, LEGRAND, WIREMOLD BOLTS IN SOLID MASONRY, CONCRETE PRESET INSERTS OR EXPANSION BOLTS IN CONCRETE, REGULATIONS. 2.03 CIRCUITING: ALL WIRING SHALL BE IN CONDUIT, CONCEALED EXCEPT WHERE NOTED. EMT WITH MACHINE SCREWS OR BOLTS IN METAL, AND WOOD SCREWS IN WOOD CONSTRUCTION. ALL 1.07 PERMITS: PAY ALL FEES AND OBTAIN ALL PERMITS AND INSPECTIONS REQUIRED FOR THE WORK. STEEL INSULATED THROAT SETSCREW FITTINGS MAY BE USED IN DRY, PROTECTED INTERIOR SUPPORTING SYSTEMS AND COMPONENTS SHALL BE RATED FOR A MINIMUM OF FIVE (5) TIMES THE LOCATIONS. PVC SCHEDULE 40 SHALL BE USED BELOW GRADE AT MINIMUM -24". WRAPPED RIGID ACTUAL LOAD. 1.08 DRAWINGS: DRAWINGS ARE DIAGRAMMATIC AND SCHEMATIC IN NATURE, AND INDICATE THE TYPE, ELBOWS AND RISERS SHALL BE USED FOR ALL THROUGH -GRADE TRANSITIONS AND STUB -UPS. RGS SIZE, ARRANGEMENT AND LOCATIONS OF MATERIALS AND EQUIPMENT. WORK INCLUDES CERTAIN OR IMC CONDUIT WITH THREADED FITTINGS SHALL BE USED IN ALL LOCATIONS WHERE EXPOSED TO 3.08 SLEEVES AND PENETRATIONS: PENETRATIONS OF ALL SURFACES SHALL BE PROVIDED WITH SLEEVES COMPONENTS, APPURTENANCES, AND RELATED SPECIALTIES THAT MAY NOT BE SHOWN. PROVIDE THE ELEMENTS OR SUBJECT TO PHYSICAL DAMAGE. IMC OR RIGID CONDUIT BELOW GRADE SHALL BE THAT SHALL BE SEALED WITH LIKE MATERIALS AND SHALL BE FINISHED WITH ESCUTCHEON PLATES. ALL NECESSARY ITEMS TO COMPLETE THE WORK ACCORDING TO INDUSTRY STANDARDS. IT IS THE HALF -LAP WRAPPED WITH 20 MIL PVC TAPE. TYPE ENT RACEWAY IS NOT ALLOWED. CONNECTRECESSED PENETRATIONS BELOW GRADE LEVEL SHALL BE WATERTIGHT. PENETRATIONS AT EXTERIOR WALLS INTENT OF THE DRAWINGS AND SPECIFICATIONS TO REQUIRE FINISHED WORK, TESTED AND READY N USPENE USPEN AND SDED LIGHTING FIXTURES, MOTORIZED AND/OR VIBRATING EQUIPMENT WITH SHALL BE WEATHERPROOF. ROOF PENETRATIONS SHALL BE FLASHED AND COUNTER FLASHED. FOR OPERATION. DO NOT SCALE DRAWINGS. ARRANGEMENT OF EQUIPMENT AND ROUTING OF STEEL FLEX S CONDUIT. ALL CONDUIT SHALL HAVE PULL CORD IF OTHERWISE EMPTY. 3.09 EXPANSION AND CONTRACTION: RACEWAYS PASSING THROUGH BUILDING EXPANSION JOINTS, ON FEEDERS AND BRANCH CIRCUITING SHALL BE PLUMB AND AT RIGHT ANGLES TO BUILDING ROOF, AND IN AREAS OF TEMPERATURE VARIATIONS GREATER THAN 30°F SHALL BE INSTALLED WITH CONSTRUCTION, AND MAY REQUIRE MODIFICATION DUE TO UNFORESEEN CONDITIONS REQUIRING 2.04 MC CABLE: MC CABLE MAY BE USED IN LOCAL 1- AND 2 -CIRCUIT APPLICATIONS ACCEPTABLE TO THE EXPANSION FITTINGS. ONSITE REVISIONS DURING CONSTRUCTION• (SEE ALSO "BIDDING"). AHJ. HOMERUNS AND FEEDERS SHALL BE CONDUIT AND WIRE. 1.09 COORDINATION: THIS PROJECT REQUIRES A HIGH LEVEL OF COORDINATION AND COOPERATION WITH 2.05 WIRING: ALL WIRE SHALL BE COPPER UNLESS OTHERWISE NOTED, STRANDED IN SIZES #8 AWG AND OWNER, ARCHITECT, OTHER TRADES, VENDORS, AND SPECIALTY CONTRACTORS. CAREFULLY LARGER. WHERE ALUMINUM IS INDICATED, WIRE SHALL BE COMPACTED -STRAND TYPE WITH JOINT 3.10 IDENTIFICATION: IDENTIFY ALL EQUIPMENT, SWITCHBOARD CIRCUITS AND ELECTRICALLY - EXAMINE ALL CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, SHOP DRAWINGS, ETC. FOR COMPOUND AT TERMINATIONS. INSULATION SHALL BE TYPE THWN OR THHN (XHHW FOR CONNECTED EQUIPMENT WITH ENGRAVED NAMEPLATES. BOXES SHALL BE MARKED WITH PANEL AND ALL GENERAL CONSTRUCTION, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND SPECIALTY ALUMINUM). ALUMINUM CONDUCTORS SHALL NOT BE USED IN SIZES SMALLER THAN #1/0 (100A CIRCUIT NUMBERS (PERMANENT PEN ACCEPTABLE ABOVE CEILING). NAMEPLATES SHALL BE CONTRACTOR WORK. PRIOR TO ROUGH -IN, COORDINATE THE WORK WITH ALL OTHER TRADES, EQUIPMENT FEEDER), AND WHEN USED SHALL BE TERMINATED IN INSULATED COMPRESSION -TYPE FASTENED WITH A MINIMUM OF TWO (2) SCREWS. PANEL DIRECTORIES SHALL BE TYPED. TAKING RESPONSIBILITY FOR THE PROPER FITTING OF MATERIAL INTO THE BUILDING AS PLANNED CU/AL FITTING. SINGLE PHASE BRANCH CIRCUITS SHALL INCLUDE A SEPARATE NEUTRAL WIRE WITH CONDUCTORS SHALL BE TAGGED WITH CIRCUIT NUMBERS AT SOURCE, JUNCTION BOXES, AND ALL WITHOUT INTERFERENCE WITH OTHER WORK. ESTABLISH AND VERIFY LOCATIONS, HEIGHTS, EACH PHASE WIRE. NEUTRAL SHALL BE WHITE WITH COLOR STRIPE MATCHING COLOR OF PHASE OUTLET BOXES WITH PERMANENT ADHESIVE MARKER STRIP. CONNECTION METHODS, ETC. WITH EQUIPMENT INSTALLER (AND OWNER, ARCHITECT, AND/OR WIRE• 3.11 ELECTRIC ROOM CODE COMPLIANCE: DUE TO THE DIAGRAMMATIC NATURE OF THE DESIGN INTERIOR DESIGNER FOR FF&E ITEMS), AND MAKE REASONABLE MODIFICATIONS IN THE LAYOUTS 2.06 FUSES AND CIRCUIT BREAKERS: FUSES AND CIRCUIT BREAKERS SHALL BE SIZED PER ACTUAL DOCUMENTS (ELECTRICAL, MECHANICAL, PLUMBING, FIRE SPRINKLER, ETC.), COORDINATE WITH ALL NEEDED TO PREVENT CONFLICTS WITH OTHER TRADES IN ORDER TO PROVIDE ACCESS FOR THE RESPECTIVE APPLICATION (i.e., MOTOR CIRCUIT PROTECTOR, GROUND FAULT CIRCUIT INTERRUPTER, OTHER SUBCONTRACTORS AT THE START OF THIS PROJECT TO INFORM AND VERIFY THAT NO PROPER EXECUTION OF THE WORK. ARC FAULT CIRCUIT INTERRUPTER, ETC.). FUSES SHALL BE DUAL ELEMENT, CURRENT -LIMITING, AND FOREIGN SYSTEMS OR EQUIPMENT ARE MOUNTED ABOVE ELECTRICAL EQUIPMENT OR PASS 1.10 IDENTICAL: ALL WORK REQUIRED FOR IDENTICAL ITEMS AND ASSEMBLIES OF THE PROJECT SHALL BE SHALL BE INTERCHANGEABLE BETWEEN FRAME SIZES WITH STANDARD FACTORY FUSE REDUCERS. THROUGH THE DESIGNATED ELECTRIC ROOMS, AND THAT A MINIMUM OF T-0" IS PROVIDED AS PROVIDED, ALTHOUGH EACH SPECIFIC IDENTICAL ITEM MAY NOT BE SHOWN IN DETAIL. PROVIDE LOCKABLE SPARE FUSE CABINET WITH (3) SPARE FUSES OF EACH SIZE USED. CLEAR HEADROOM ALONG ACCESS PATHS TO ELECTRIC ROOMS. ANY REROUTING OR RELOCATION OF SYSTEMS THAT A SUBCONTRACTOR FEELS WILL COMPROMISE THE DESIGN INTENT SHALL BE 1.11 VERIFICATION: CHECK AND VERIFY ALL SIZES, DIMENSIONS, AND CONDITIONS BEFORE STARTING 2.07 DISTRIBUTION SWITCHGEAR: SWITCHGEAR SHALL HAVE ALUMINUM BUS AND HEAVY GAUGE DESCRIBED IN WRITING AND FORWARDED TO THE DESIGN ENGINEER FOR FURTHER REVIEW• ALL ANY WORK. ANY DEVIATION(S) OR PROBLEM(S) SHALL BE TRANSMITTED TO THE ENGINEER FOR HOUSINGS. SWITCHGEAR IN LOCATIONS OTHER THAN LOCKED ELECTRIC ROOMS SHALL HAVE PIPING BE HVAC UNITS THAT COOL ELECTRIC ROOMS SHALL BE LOCATED ABOVE ENTRY DOOR. THE REVIEW. LOCKABLE COVERS. SWITCHGEAR SHALL HAVE NO LESS THAN 20% SPARE BUSSED AND USABLE SPRINKLER PIPING TO PROVIDE PROTECTION FOR THE ELECTRIC ROOM IS PREFERRED TO ENTER THE 1.12 CONNECTIONS: CONNECT ALL EQUIPMENT, SYSTEMS, AND ASSEMBLIES PROVIDED BY OTHERS SPACE, MEASURED AS A PERCENTAGE OF THE SPACE OCCUPIED BY SPECIFIED CIRCUIT BREAKERS, ROOM .ABOVE THE ENTRY DOOR AND RUN DOWN THE AISLE SPACES OF THE ROOM. ALL INCLUDING CONTROLS, SAFETY DEVICES AND INTERCONNECTIONS. EXCEPTION: DO NOT SWITCHES, ETC. INSTALLATIONS SHALL BE FULLY COORDINATED AMONGST ALL TRADES. INTERCONNECT THE CONTROL SYSTEMS OF THOSE MECHANICAL AND PLUMBING SYSTEMS WHICH 2.08 SERVICE SWITCHGEAR: IN ADDITION TO THE ABOVE, SERVICE SWITCHGEAR SHALL MEET THE 3.12 ELECTRICALLY -OPERATED EQUIPMENT: VERIFICATION AND SUBSTITUTION: FEEDERS AND ARE SPECIFICALLY NOTED TO BE THE RESPONSIBILITY OF THOSE TRADES. PROVIDE FUSIBLE REQUIREMENTS OF THE SERVING UTILITY. OVER -CURRENT DEVICES (INCLUDING STARTERS, DISCONNECTS, ETC.) HAVE BEEN DESIGNED BASED DISCONNECT SWITCHES AND MOTOR STARTERS FOR ALL EQUIPMENT EXCEPT THOSE ITEMS WHICH 2.09 PANELBOARDS: PANELS SHALL HAVE ALUMINUM BUS AND HARDWARE, BOLT -ON CIRCUIT BREAKERS, ON INFORMATION PROVIDED BY THE RESPONSIBLE CONSULTANT AND/OR DESIGNATED SUPPLIER. ARE SPECIFICALLY LISTED WITH INTEGRAL STARTERS/DISCONNECT SWITCHES. WHERE STARTERS FLUSH MONO -FLAT TRIM, PIANO HINGED DOORS AND COVER (DOOR -IN -DOOR) WITH LOCKABLE PRIOR TO ROUGH -IN, COORDINATE WITH THE APPROPRIATE TRADE AND/OR INSTALLER TO AND/OR DISCONNECT SWITCHES ARE FURNISHED TOGETHER WITH EQUIPMENT, RECEIVE, INSTALL, MASTER -KEYED FLUSH LATCHES. FLUSH -MOUNTED PANELS SHALL HAVE EMPTY CONDUITS STUBBED DETERMINE THAT THE ACTUAL NAMEPLATE ELECTRICAL REQUIREMENTS MATCH THIS DESIGN. ALL AND CONNECT THOSE ITEMS. TO ACCESSIBLE ATTIC SPACE: (1) 3/4" CONDUIT FOR EACH THREE (3) SPARE/SPACE CIRCUITS. ADDITIONAL ELECTRICAL COSTS RELATED TO THE CONNECTION OF EQUIPMENT WHICH VARIES FROM 1.13 SUBMITTAL: SUBMIT TO THE ENGINEER COMPLETE ELECTRONIC SETS OF SHOP DRAWINGS AND 2.10 SAFETY SWITCHES: SWITCHES SHALL BE GENERAL DUTY UP TO 250 VOLTS, HEAVY DUTY ABOVE 250 THE ORIGINAL SPECIFICATIONS SHALL BE RESOLVED WITHIN THE CONSTRUCTION TEAM AT NO TECHNICAL DATA SHEETS FOR ALL EQUIPMENT AND MATERIALS SPECIFIED HEREIN. THE ENGINEER VOLTS, FUSIBLE SWITCHES SHALL BE FUSED PER THE NAMEPLATE REQUIREMENTS OF THE ADDITIONAL COST TO THE OWNER. SHALL REVIEW SHOP DRAWINGS AND TECHNICAL DATA SHEETS FOR CONFORMANCE WITH THE EQUIPMENT BEING CONNECTED. 3.13 ADDITIONAL SYSTEMS AND EQUIPMENT CONNECTIONS: IN ADDITION TO EQUIPMENT POWER FEEDERS CONTRACT DOCUMENTS AND ISSUE A WRITTEN ASSESSMENT TO THE OWNER PRIOR TO 2.11 MOTOR STARTERS: STARTERS SHALL BE MINIMUM NEMA SIZE 1 WITH INTEGRAL CONTROL AND CONNECTIONS INDICATED ON THE ELECTRICAL DRAWINGS, PROVIDE 120V CONTROL POWER COMMENCEMENT OF WORK. THE ENGINEER'S FAILURE TO CORRECT ERRORS IN THE SUBMITTAL TRANSFORMER, RED NEON "RUN" PILOT LIGHT AND "ON -OFF -AUTO" SELECTOR SWITCH ON COVER. CONNECTIONS TO SMOKE/FIRE DAMPERS, VAV BOXES, TEMPERATURE CONTROL, FIRE ALARM PANELS, SHALL NOT RELIEVE THE CONTRACTOR OF THE OBLIGATION TO PERFORM THE WORK AS SHOWN OVERLOAD DEVICES SHALL BE SIZED PER THE NAMEPLATE AMPERAGE OF THE EQUIPMENT BEING DOOR HOLDING/LATCHING DEVICES, ETC. AS INDICATED IN THE PROJECT DRAWINGS AND AND/OR SPECIFIED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING FEES CONTROLLED, SPECIFICATIONS AS WELL AS ALL DESIGN -BUILD SYSTEM DRAWING. NECESSARY TO CHANGE PROJECT DOCUMENTS BASED ON ALTERNATE SUBMITTAL PACKAGES/EQUIPMENT SUBSTITUTIONS. 2.12 CONTACTORS: CONTACTORS SHALL BE ELECTRICALLY HELD WITH "ON -OFF -AUTO" SELECTOR SWITCH POWER MAX NO. PER PROVIDE SMOKE 1.14 OR -EQUAL SUBSTITUTIONS: ALL PROPOSED "OR EQUAL" SUBSTITUTIONS SHALL BE SUBMITTED TO ON COVER. ITEM SOURCE 20A CIRCUIT DETECTORS THE ENGINEER FOR CONSIDERATION PRIOR TO BIDDING AND AFTER ALL REQUIREMENTS 2.13 RATINGS: ALL ELECTRICAL EQUIPMENT SHALL BE FULLY RATED FOR BRACING IN EXCESS OF THE FIRE/SMOKE DAMPER EMERGENCY 10 YES ASSOCIATED WITH SUBSTITUTED EQUIPMENT AND/OR MATERIALS HAVE BEEN COORDINATED WITH MAXIMUM AVAILABLE FAULT CURRENT CALCULATED AND SHOWN AT THE EQUIPMENT CONNECTION VAV TERMINAL (NO FAN) NORMAL (VERIFY) 10 NO OTHER BUILDING TRADES, INCLUDING ALL MECHANICAL, STRUCTURAL, AND/OR ARCHITECTURAL POINT WITHIN THE DISTRIBUTION SYSTEM. MINIMUM RATING SHALL BE 10KAIC. TEMPERATURE CONTROL PANEL EMERGENCY (VERIFY) 1 NO ELEMENTS. THE OWNER'S REPRESENTATIVE SHALL PRE -APPROVE ANY PROPOSED SUBSTITUTION IN 2.14 WIRING DEVICES: WIRING DEVICES (SWITCHES, RECEPTACLES, ETC.) SHALL BE SPECIFICATION WRITING. IDENTIFY AND ANNOTATE ALL REVISED REQUIREMENTS PER BUILDING TRADE ON THE GRADE "DECORA" STYLE, MINIMUM 20 -AMP RATED. COVER PLATES SHALL BE NYLON. DEVICE AND FIRE ALARM PANEL EMERGENCY 1 NO SHOP DRAWINGS. ALSO IDENTIFY ALL COST DEBITS OR CREDITS IN WRITING FOR THE PROPOSED PLATE COLOR(S) SHALL BE AS SPECIFIED BY ARCHITECT OR INTERIOR DESIGNER -VERIFY PRIOR TO DOOR HOLDING/LATCHING DEVICES EMERGENCY 10 NO CHANGES PER BUILDING TRADE AND SUMMARIZE THESE AS A TOTAL NET -TO -OWNER CHARGE OR COMMENCEMENT OF WORK. WIRING DEVICES EXPOSED TO THE ELEMENTS SHALL HAVE CREDIT FOR CONSIDERATION. WEATHERPROOF -IN -USE LOCKABLE COVERS. RAISED STEEL BOX COVERS MAY BE USED IN UTILITY 1.15 AS -BUILT: UPON COMPLETION OF CONSTRUCTION, SUPPLY THE ENGINEER WITH AS -BUILT AREAS. REFER TO FOOD SERVICE NOTES (IF APPLICABLE TO THIS PROJECT) FOR ADDITIONAL PART FOUR - SPECIAL SYSTEMS DOCUMENTS ACCURATELY SHOWING THE MATERIALS AND EQUIPMENT AS INSTALLED. PROVIDE REQUIREMENTS. 4.01 DESIGN/BUILD FIRE ALARM SYSTEM: THESE DOCUMENTS DO NOT INDICATE DEVICES, OUTLETS, OPERATION AND MAINTENANCE MANUAL(S) CONTAINING APPROVED SHOP DRAWINGS, OPERATING 2.16 LIGHTING FIXTURES: LIGHT FIXTURES SHALL BE PROVIDED WITH ALL ASSOCIATED HARDWARE CONNECTIONS, AND CIRCUITRY NECESSARY FOR A COMPLETE FIRE ALARM SYSTEM. PROVIDE A AND MAINTENANCE INSTRUCTION FOR SWITCHGEAR, LIGHTING FIXTURES, CONTROLS, AND (HANGER BARS, PENDANTS, STEMS, RESTRAINTS, CHAINS, CORDS, LAMPS, ETC.). LENSES SHALL BE COMPLETE, NEW FIRE ALARM DETECTION AND ALARM SYSTEM WITH CLASS 1 CIRCUITING SPECIALTY EQUIPMENT. ACRYLIC, REFLECTORS SHALL BE ANODIZED. FLUORESCENT BALLASTS SHALL BE ELECTRONIC, INCLUDING, BUT NOT LIMITED TO, INITIATING DEVICES, DUCT DETECTORS, ADA HORN/STROBES, 1.17 GUARANTEE; ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A MINIMUM OF ONE (1) PROGRAM RAPID START, THD LESS THAN 10%. FLUORESCENT LAMPS SHALL HAVE MINIMUM CRI OF ETC. WHICH SHALL BE IN FULL COMPLIANCE WITH ALL LOCAL, STATE, AND ADA REQUIREMENTS. CONTROL PANEL SHALL INCLUDE INTEGRAL STANDBY BATTERIES, CHARGER, AND MUNICIPAL TIE YEAR FROM DATE OF ACCEPTANCE BY OWNER (LONGER IF REQUIRED BY GENERAL AND/OR SPECIAL 80%. INCANDESCENT LAMPS SHALL BE 130 VOLT, INSIDE FROST, MINIMUM 2000 HOUR LIFE. LOW MODULE OR AGENCY APPROVED AUTO -DIALER CONNECTED TO THE TELEPHONE SYSTEM CONDITIONS). IN ADDITION, THE INSTALLATION SHALL BE GUARANTEED TO PERFORM AS SPECIFIED VOLTAGE INCANDESCENT LAMPS SHALL BE HIR HALOGEN, MINIMUM HOUR LIFE. EXTERIOR AN LIGHTING FIXTURES SHALL BE INSTALLED TO PREVENT WATER, DUST AND INSECT INTRUSION, WITH (CONNECTION AND MONITORING CHARGES BY OWNER). SUBMIT PROPOSED DESIGN AND OBTAIN AND FULFILL EACH AND EVERY REQUIREMENT OF THE DRAWINGS AND SPECIFICATIONS WHEN GASKETING FOR DOOR/BACKPLATE AND SEALANT AT THE WIRING ENTRY POINT. REFER TO LIGHTING FIRE MARSHAL APPROVED SHOP DRAWINGS PRIOR TO COMMENCEMENT OF WORK. AFTER RECEIPT OPERATED IN ACCORDANCE WITH THE CONTRACTOR'S INSTRUCTIONS. SHOULD THE INSTALLATION FIXTURE SCHEDULE WITHIN PLAN SET FOR ADDITIONAL REQUIREMENTS (LED CRITERIA, ETC.). OF PLAN APPROVAL BY THE FIRE MARSHAL, PROVIDE ONE (1) SET OF STAMPED DRAWINGS (PRINT OR IN ANY WAY FAIL TO DO SO, THE CONTRACTOR WILL, WITHOUT DELAY AND WITHOUT COST TO THE ELECTRONIC COPY) ALONG WITH AN APPROVED EQUIPMENT SUBMITTAL TO THE ELECTRICAL OWNER, PROVIDE WHATEVER ADDITIONAL EQUIPMENT, MATERIAL, AND LABOR REQUIRED TO 2.17 IDENTIFICATION: IDENTIFY ALL EQUIPMENT, SWITCHBOARD CIRCUITS, AND ELECTRICALLY- ENGINEER. ALL CONNECTIONS TO SYSTEM SHALL BE PERFORMED BY FACTORY -CERTIFIED CORRECT THE DEFICIENCY AND COMPLY WITH THE REQUIREMENTS OF THE DRAWINGS AND CONNECTED EQUIPMENT WITH ENGRAVED NAMEPLATES. NAMEPLATES SHALL BE FASTENED WITH A TECHNICIAN AND SHALL BE ACCEPTED BY OWNER'S SYSTEM -MONITORING AGENCY. SPECIFICATIONS. WHERE SPECIFIED EQUIPMENT HAS A LONGER GUARANTEE PERIOD, THE TERMS OF MINIMUM OF TWO (2) SCREWS. PANEL DIRECTORIES SHALL BE TYPED. IDENTIFY WIRING DEVICES THAT GUARANTEE SHALL GOVERN (EXAMPLE: LED SYSTEM WITH 5 YEAR GUARANTEE). WITH SELF ADHESIVE CLEAR SATIN FINISH LABELS WITH SOURCE AND CIRCUIT NUMBER. 4.02 THIRD PARTY TESTING: PROVIDE ALL ASSOCIATED COSTS FOR THIRD PARTY TESTING OF ALL INCANDESCENT LAMPS ARE EXEMPT BUT SHALL BE NEW AND UNUSED AT THE TIME OF FINAL 2.18 TAMPERPROOF: ALL EQUIPMENT AND CIRCUITING ACCESSIBLE BY THE PUBLIC SHALL BE EQUIPMENT, CONDUCTORS, GROUND FAULT, GROUND FAULT COORDINATION STUDY WITH REPORT PREPARATION, ETC. AS REQUIRED BY THE NEC, AHJ AND ALL OTHER GOVERNING AUTHORITIES. ACCEPTANCE. DEMONSTRATED TO BE TAMPERPROOF AND VANDAL RESISTANT• OPENABLE DEVICES AND EQUIPMENT SHALL BE PAD LOCKABLE. MSA#L18110 Uj 0 L (D ti z Q U) x N E uI L o r, W c vn Q� , U wU > Q Of Q r m J N Y WLO � � U 2 m Ln r-- CD cc COPYRI6HT(D2011 AGKAI_ AROHITEGT5. This document is the property oP Ackal Architects, APG This Document may NOT be copled, reproduced or used without the written consent. from Ackal Architects, APO. Project Number: 18-014 Date: oci/15/2018 Project Architect: 8.,,k Project Manager: A.D. Drawn E3y: G.L. File Name: SANFORD Revised: Sheet Name: ELEGTRIGAL 5FE6IFICATION , , , , , , , , , 200/3 ) I t� I I I i —(X) I ( i PANEL L ---J X) SERVICE CONDUCTOR GUTTER A E0.2 DEMOLITION SINGLE LINE DIAGRAM NTS DISCONNECT X TENANT DISTRIBUTION PANEL 208/120V, 3q), 4W, 200A --------------------- -------------------------- ----------------------- --T T o I---------r(-------(E) X) 60/3 ) 60/3 ) 200/3 ) co U I ---I---------� I I I --------t---------r--- I I L------i---------------,-----� I I d --(X) IZ ---(X) I I —(X) I I i I AAC AAC (X) AC L (X) (X) W >L I _J(� L---� r r X TENANT METER CT AND DISCONNECT w 1 �� `MJ I �� X Lo ti CD co L T- J (X) �— -i- J (X) F (X) (X) X TENANT DISTRIBUTION PANEL —(X) (X) 208/120V, 3(�, 4W, 200A — -- — — — — — — — — — — — --- — — --- — — — — — — — — — — — — I I T---- 60/3 ) 60/3 ) 60/3 ) 60/3 ) I I I 60/3 ) I ----- I-------- I fi---------r-------- i I 1--------J I I L --------t I ---- I —(X)—(X)—(X)—(X) I i d—(X) I kF AC I A I F AC A /JAkC FX) iX) FX) L J � mL/ J A E0.2 DEMOLITION SINGLE LINE DIAGRAM NTS DISCONNECT --J GENERAL NOTES: 1. THE CONTRACTOR SHALL REMOVE ITEMS AS INDICATED AND PROVIDE SALVAGE AS DIRECTED BY THE OWNERS REPRESENTATIVE. REMOVAL SHALL INCLUDE BUT IS NOT LIMITED TO GUTTER, METERS, DISCONNECTS, DISTRIBUTION PANELS, BRANCH CIRCUIT PANELS, CONDUITS, CONDUCTORS ETC. COORDINATE WITH FPL FOR TRANSFORMER SHUT DOWN. COORDINATE WITH ALL TENANTS ON THE SAME TRANSFORMER FOR SHUT DOWN NOTICE. C C o 01 o j 0 i ¢ z I X TENANT DISTRIBUTION PANEL 208/120V, 3q), 4W, 200A --------------------- --T T o E 60/3 ) 60/3 ) 60/3 ) 200/3 ) co U I ---I---------� I I I --------t---------r--- I I —(X) I I d --(X) IZ ---(X) I I —(X) I I i I AAC AAC (X) AC L I PANEL W >L I _J(� L---� --J GENERAL NOTES: 1. THE CONTRACTOR SHALL REMOVE ITEMS AS INDICATED AND PROVIDE SALVAGE AS DIRECTED BY THE OWNERS REPRESENTATIVE. REMOVAL SHALL INCLUDE BUT IS NOT LIMITED TO GUTTER, METERS, DISCONNECTS, DISTRIBUTION PANELS, BRANCH CIRCUIT PANELS, CONDUITS, CONDUCTORS ETC. COORDINATE WITH FPL FOR TRANSFORMER SHUT DOWN. COORDINATE WITH ALL TENANTS ON THE SAME TRANSFORMER FOR SHUT DOWN NOTICE. C C o 01 o j 0 i ¢ z I IV No. 0 S ' {{{1111111frtttiu►t:������ E -P-- 1__--2018 cOPYRIGHTO 2011 AGKAL ARGHITE0T5. Thls document is the property of A,- aW Architects, AFS Tnis Oocurrent may NOT be cope d reproduced or used without the writ zn consent from AGKal Architects APG. Project Number: 18-014 Date: 09/13/2018 i' PrniP�.t• Arr•.hii-a�.t•• Gz a Project Manager: A.D. 1 Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: DEMOLITION SINGLE LINE DIAGRAM SEE • 4q of 5q 9 Q "—' x o E N W LO co U U¢�"I JM. L C W >L _J(� _J (',I w aU Q � w 1 Lo ti CD co IV No. 0 S ' {{{1111111frtttiu►t:������ E -P-- 1__--2018 cOPYRIGHTO 2011 AGKAL ARGHITE0T5. Thls document is the property of A,- aW Architects, AFS Tnis Oocurrent may NOT be cope d reproduced or used without the writ zn consent from AGKal Architects APG. Project Number: 18-014 Date: 09/13/2018 i' PrniP�.t• Arr•.hii-a�.t•• Gz a Project Manager: A.D. 1 Drawn By: G.L. File Name: SANFORD Revised: Sheet Name: DEMOLITION SINGLE LINE DIAGRAM SEE • 4q of 5q 9 PROVIDE XFMR PAD PER FPL ENERGY STANDARDS PROVIDE TRENCH, CONDUIT AND BACKFILL TO PRIMARY POINT OF� SERVICE PER FPL STANDARDS PROVIDE XFMR GROUNDING PER FPL STANDARDS PROVIDE SECONDARY CONDUIT INSTALLATION PER FPL STANDARDS 9E CT 50 INET MAIN BUILDING BUILDING DISCONNECT 'MBD' 208/1zov, 3(p, 4w - BooA, NEMA 3R EATON IFS DISTRIBUTION SWITCHBOARD 'DPA' O BRACED AT 42KAIC 208/120V, 3,�, 4W - 800A I 50 F=39,404A G F=33,856A S N O #3/O B.C. WATER CONCRETE ENCASED GROUNDING ELECTRODE BLDG STEEL BRACED AT 42KAIC TOTAL LOAD D: 262 KVA( 727 A) F_ - - - - - - - - - - 400/3 200/3 47 F=31,637AO5 PANEL 'M1' O 150 KVA 200/3 200/3 200/3 42 F=29,980A O5 PANEL 'L1' O 11 KVA F=7,873A 5O LIGHTING CONTROL PANEL 'LCP1' 42 F=29,980A O5 PANEL 'L2' O 50 KVA (33 KVA) 3/4"C 42 F=29,980A5O PANEL FEEDER SCHEDULE O FEEDER AMPERE CONDUIT AND WIRE (COPPER) THWN, 3N, 3W. (20 KVA) GROUND FEEDER AMPERE CONDUIT AND WIRE (COPPER) THWN, 3N, 4W. GROUND 1 20 1/2" - 3 - #12 U #12 31 20 1/2" - 4 - #12 #12 2 30 z 1/2" - 3 - #10 #10 32 30 3/4" - 4 - #10 #10 3 40 3/4" - 3 - #8 #10 33 40 ti 1" - 4 - #8 #10 4 50 1" - 3 - #6 #10 34 50 J N E 1 1/4" - 4 - #6 #10 5 60 1" - 3 - #6 UQ1 #10 35 60 CC) 1 1/4" - 4 - #6 #10 6 70 1 1/4" - 3 - #4 #8 36 70 CL i U C 1 1/4" - 4 - #4 #8 7 80 1 1/4" - 3 - #4 #8 37 80 1 1/4" - 4 - #4 #8 8 100 1 1/4" - 3 - #2 #8 38 100 1 1/2" - 4 - #2 #8 9 125 1 1/2" - 3 - #1 #6 39 125 1 1/2" - 4 - #1 #6 10 150 1 1/2" - 3 - #1/0 #6 40 150 2" - 4 - #1/0 #6 11 175 2" - 3 - #2/0 #6 41 175 2" - 4 - #2/0 #6 12 200 2" - 3 - #3/0 #6 42 200 21' - 4 - #3/0 #6 13 225 2" - 3 - #4/0 #4 43 225 2 1/2" - 4 - #4/0 #4 43T 225 2 1/2" - 4 - #4/0 #2 14 250 3" - 3 - #250 K #4 44 250 3" - 4 - #250 K #4 44T 250 311 - 4 - #250 K #2 15 300 4" - 3 - #350 K #4 45 300 411 - 4 - #350 K #4 16 350 4" - 3 - #500 K #2 46 350 411 - 4 - #500 K #2 17 400 4" - 3 - #500 K #2 47 400 4" - 4 - #500 K #2 47T 400 (2) 2" 8 - #3/0 (2) #1/0 18 500 (2) 3' - 6 - #250 K (2) #2 48 500 (2) Y 8 - #250 K (2) #2 48T 500 (2) 3" - 8 - #250 K (2) #1/0 19 600 (2) 4" - 6 - #350 K (2) #1 49 600 (2) 4" - 8 - #350 K (2) #1 20 800 (2) 4" - 6 - #500 K (2) #1/0 50 800 (2) 4" - 8 - #500 K (2) #1/0 50T 800 (3) 4" - 12 - #350 K (3) #2/0 21 1000 (4) 4" - 12 - #250 K (4) #2/0 51 1000 (4) 4" - 16 - #250 K (4) #2/0 51T 1000 (4) 4" - 16 - #250 K (4) #2/0 22 1200 (4) 4" - 12 - #350 K (4) #3/0 52 1200 (4) 4" - 16 - #350 K (4) #3/0 23 1600 (5) 4" - 15 - #500 K (5) #4/0 53 1600 (5) 411 - 20 - #500 K (5) #4/0 53T 1600 (5) 4" - 20 - #500 K (5) #350 K 24 2000 (6) 4" - 18 - #500 K (6) #250 K 54 2000 (6) 4" - 24 - #500 K (6) #250 K 25 2500 (7) 4" - 21 - #500 K (7) #350 K 55 2500 (7) 4" - 28 - #500 K (7) #350 K 26 3000 (8) 4" - 24 - #500 K (8) #400 K 56 3000 (8) 4" - 32 - #500 K (8) #400 K 27 4000 (11) 4" - 33 - #500 K (11) #500 K 57 4000 (11) 4" - 44 - #500 K (11) #500 K PROVIDE XFMR PAD PER FPL ENERGY STANDARDS PROVIDE TRENCH, CONDUIT AND BACKFILL TO PRIMARY POINT OF� SERVICE PER FPL STANDARDS PROVIDE XFMR GROUNDING PER FPL STANDARDS PROVIDE SECONDARY CONDUIT INSTALLATION PER FPL STANDARDS 9E CT 50 INET MAIN BUILDING BUILDING DISCONNECT 'MBD' 208/1zov, 3(p, 4w - BooA, NEMA 3R EATON IFS DISTRIBUTION SWITCHBOARD 'DPA' O BRACED AT 42KAIC 208/120V, 3,�, 4W - 800A I 50 F=39,404A G F=33,856A S N O #3/O B.C. WATER CONCRETE ENCASED GROUNDING ELECTRODE BLDG STEEL BRACED AT 42KAIC TOTAL LOAD D: 262 KVA( 727 A) F_ - - - - - - - - - - 400/3 200/3 47 F=31,637AO5 PANEL 'M1' O 150 KVA 200/3 200/3 200/3 42 F=29,980A O5 PANEL 'L1' O 11 KVA F=7,873A 5O LIGHTING CONTROL PANEL 'LCP1' 42 F=29,980A O5 PANEL 'L2' O 50 KVA (33 KVA) 3/4"C 42 I F=22,140A <S> 0 I I GENERAL NOTES: I� 1. A COORDINATION STUDY SHALL BE PROVIDED AS PART OF THE SWITCHBOARD AND PANELBOARD SUBMITTAL PACKAGE. THIS STUDY SHALL INCLUDE A SINGLE LINE II DIAGRAM, PROTECTIVE DEVICE COORDINATION STUDY, AND TIME CURRENT CURVES u ILLUSTRATING COORDINATION. THE STUDY SHALL BE GENERATED UTILIZING COMPUTER SOFTWARE (SKM POWER TOOLS OR APPROVED EQUAL), AND SHALL BE SEALED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER. STUDY SHALL BE PERFORMED BY THE MANUFACTURER THAT SUPPLIES THE EQUIPMENT. j ;I 2. AN ARC FLASH ANALYSIS SHALL BE PROVIDED IN COMPLIANCE WITH NFPA 70E, BASED 'I ON THE SINGLE LINE DIAGRAM AND APPROVED EQUIPMENT MANUFACTURER USED AS THE BASIS OF DESIGN, THIS ANALYSIS SHALL BE SEALED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER. EQUIPMENT SHALL BE CLEARLY AND UNIQUELY IDENTIFIED j AND INCLUDE VOLTAGE AND RATINGS. CONTRACTOR SHALL ACQUIRE UTILITY INFORMATION FROM THE SERVING UTILITY COMPANY. RECOMMENDATIONS SHALL BE INCLUDED FOR ADJUSTABLE CIRCUIT BREAKER SETTINGS. LABELING SHALL BE PROVIDED FOR ALL ELECTRICAL PANELS AND SWITCHBOARDS, IDENTIFYING THE SAFE APPROACH BOUNDARY (NO GREATER THAN LEVEL 3) AS WELL AS THE REQUIRED PERSONAL PROTECTIVE EQUIPMENT (PPE) FOR ACCESSING EACH PANEL OR SWITCHBOARD• i, 3. MINIMUM EQUIPMENT A.I.C. RATINGS ARE 10K A.I.C. @ 208/120V UNLESS OTHERWISE NOTED. ?I 4. THE DESIGN PROFESSIONAL HAS PERFORMED ALL REQUIRED SHORT CIRCUIT l CALCULATIONS AND THE A.I.C. RATINGS INDICATED FOR EACH DEVICE ARE ADEQUATE TO PROTECT THE EQUIPMENT AND THE ELECTRICAL SYSTEM. i 5. THE DESIGN PROFESSIONAL HAS PERFORMED ALL THE REQUIRED VOLTAGE DROP CALCULATIONS FOR ALL BRANCH CIRCUITS AND FEEDERS PER 2011 NATIONAL ELECTRICAL CODE ARTICLE 210.19(A)(1), FPN NO, 4. 6. PANELBOARD LOAD SUMMARIES INCLUDE ADDITIONAL 25% OF ALL CONTINUOUS AND LARGEST MOTOR LOADS WHERE APPLICABLE. it i 7• THE WORD "PROVIDE" MEANS FURNISH, INSTALL, FEED, AND CONNECT WITH ALL j! ACCESSORIES AND ANCILLARY EQUIPMENT FOR A COMPLETE AND OPERABLE it INSTALLATION. SHEET NOTES: ,I O ROUTE NEW TRANSFORMER SECONDARY CONDUITS AND CONDUCTORS (2) 4" - 8 #500KCMIL PER FPL STANDARDS. O2 PROVIDE GREENGATE #CKT16-120/277-SS4-SLO-STO-SHVBI-CKT-LB LIGHTING CONTROL PANEL. THERE SHALL BE NO SUBSTITUTION FOR THIS EQUIPMENT. REFER TO EO.3 FOR ADDITIONAL EQUIPMENT• i OPROVIDE GREENGATE 3 BUTTON DIGITAL SWITCH #GDS-3TLB-W. PROGRAM AND ENGRAVE SWITCH AS FOLLOWS: BUTTON #1 = ON BUTTON#2 = OFF BUTTON #3 = OVRD (OVERRIDE) OBRANCH CIRCUITS ROUTED THROUGH LIGHTING CONTROL PANELS, OTHE CONTRACTOR SHALL PROVIDE FIELD MARKINGS INDICATING THE AVAILABLE FAULT CURRENT AT ALL SERVICE EQUIPMENT PER NEC 110.24 (A) AND (B). OFURNISH AND INSTALL EATON 800A, 208/12OV, 30-4W IFS SWITCHBOARD WITH INTERNAL COMPONENTS AS INDICATED. THERE SHALL BE NO SUBSTITUTIONS FOR THIS EQUIPMENT. O EQUIPMENT AND ASSOCIATED FEEDERS LOCATED WITHIN EATON IFS ENCLOSURE. I ELECTRICAL SERVICE COORDINATION NOTES: 1. THIS PROJECT REQUIRES A NEW OR UPGRADED UTILITY COMPANY SERVICE. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL ELECTRICAL UTILITY COMPANY (FPL) TO COORDINATE THE INSTALLATION OF A NEW OR UPGRADED THREE PHASE SERVICE AS INDICATED ON THIS DRAWING. 2. FLORIDA POWER AND LIGHT CONTACT INFORMATION: FRANC PEYO PHONE 407-328-1917 FRANSCISCO. PEYO@FPL.COM 42 MANUAL TRANSFER SWITCH 'MTS-EQ1' DOUBLE THROW - 200A, SN. EATON 'QUICK CONNECT' #DT -3 -2 -4 -N -F -R -N -LC. NO SUBSTITUTIONS. F=16,446A O PANEL 'EQ1' O 48 KVA z F=29,980A5O PANEL F 13' O 28 KVA (20 KVA) I F=22,140A <S> 0 I I GENERAL NOTES: I� 1. A COORDINATION STUDY SHALL BE PROVIDED AS PART OF THE SWITCHBOARD AND PANELBOARD SUBMITTAL PACKAGE. THIS STUDY SHALL INCLUDE A SINGLE LINE II DIAGRAM, PROTECTIVE DEVICE COORDINATION STUDY, AND TIME CURRENT CURVES u ILLUSTRATING COORDINATION. THE STUDY SHALL BE GENERATED UTILIZING COMPUTER SOFTWARE (SKM POWER TOOLS OR APPROVED EQUAL), AND SHALL BE SEALED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER. STUDY SHALL BE PERFORMED BY THE MANUFACTURER THAT SUPPLIES THE EQUIPMENT. j ;I 2. AN ARC FLASH ANALYSIS SHALL BE PROVIDED IN COMPLIANCE WITH NFPA 70E, BASED 'I ON THE SINGLE LINE DIAGRAM AND APPROVED EQUIPMENT MANUFACTURER USED AS THE BASIS OF DESIGN, THIS ANALYSIS SHALL BE SEALED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER. EQUIPMENT SHALL BE CLEARLY AND UNIQUELY IDENTIFIED j AND INCLUDE VOLTAGE AND RATINGS. CONTRACTOR SHALL ACQUIRE UTILITY INFORMATION FROM THE SERVING UTILITY COMPANY. RECOMMENDATIONS SHALL BE INCLUDED FOR ADJUSTABLE CIRCUIT BREAKER SETTINGS. LABELING SHALL BE PROVIDED FOR ALL ELECTRICAL PANELS AND SWITCHBOARDS, IDENTIFYING THE SAFE APPROACH BOUNDARY (NO GREATER THAN LEVEL 3) AS WELL AS THE REQUIRED PERSONAL PROTECTIVE EQUIPMENT (PPE) FOR ACCESSING EACH PANEL OR SWITCHBOARD• i, 3. MINIMUM EQUIPMENT A.I.C. RATINGS ARE 10K A.I.C. @ 208/120V UNLESS OTHERWISE NOTED. ?I 4. THE DESIGN PROFESSIONAL HAS PERFORMED ALL REQUIRED SHORT CIRCUIT l CALCULATIONS AND THE A.I.C. RATINGS INDICATED FOR EACH DEVICE ARE ADEQUATE TO PROTECT THE EQUIPMENT AND THE ELECTRICAL SYSTEM. i 5. THE DESIGN PROFESSIONAL HAS PERFORMED ALL THE REQUIRED VOLTAGE DROP CALCULATIONS FOR ALL BRANCH CIRCUITS AND FEEDERS PER 2011 NATIONAL ELECTRICAL CODE ARTICLE 210.19(A)(1), FPN NO, 4. 6. PANELBOARD LOAD SUMMARIES INCLUDE ADDITIONAL 25% OF ALL CONTINUOUS AND LARGEST MOTOR LOADS WHERE APPLICABLE. it i 7• THE WORD "PROVIDE" MEANS FURNISH, INSTALL, FEED, AND CONNECT WITH ALL j! ACCESSORIES AND ANCILLARY EQUIPMENT FOR A COMPLETE AND OPERABLE it INSTALLATION. SHEET NOTES: ,I O ROUTE NEW TRANSFORMER SECONDARY CONDUITS AND CONDUCTORS (2) 4" - 8 #500KCMIL PER FPL STANDARDS. O2 PROVIDE GREENGATE #CKT16-120/277-SS4-SLO-STO-SHVBI-CKT-LB LIGHTING CONTROL PANEL. THERE SHALL BE NO SUBSTITUTION FOR THIS EQUIPMENT. REFER TO EO.3 FOR ADDITIONAL EQUIPMENT• i OPROVIDE GREENGATE 3 BUTTON DIGITAL SWITCH #GDS-3TLB-W. PROGRAM AND ENGRAVE SWITCH AS FOLLOWS: BUTTON #1 = ON BUTTON#2 = OFF BUTTON #3 = OVRD (OVERRIDE) OBRANCH CIRCUITS ROUTED THROUGH LIGHTING CONTROL PANELS, OTHE CONTRACTOR SHALL PROVIDE FIELD MARKINGS INDICATING THE AVAILABLE FAULT CURRENT AT ALL SERVICE EQUIPMENT PER NEC 110.24 (A) AND (B). OFURNISH AND INSTALL EATON 800A, 208/12OV, 30-4W IFS SWITCHBOARD WITH INTERNAL COMPONENTS AS INDICATED. THERE SHALL BE NO SUBSTITUTIONS FOR THIS EQUIPMENT. O EQUIPMENT AND ASSOCIATED FEEDERS LOCATED WITHIN EATON IFS ENCLOSURE. I ELECTRICAL SERVICE COORDINATION NOTES: 1. THIS PROJECT REQUIRES A NEW OR UPGRADED UTILITY COMPANY SERVICE. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL ELECTRICAL UTILITY COMPANY (FPL) TO COORDINATE THE INSTALLATION OF A NEW OR UPGRADED THREE PHASE SERVICE AS INDICATED ON THIS DRAWING. 2. FLORIDA POWER AND LIGHT CONTACT INFORMATION: FRANC PEYO PHONE 407-328-1917 FRANSCISCO. PEYO@FPL.COM 42 MANUAL TRANSFER SWITCH 'MTS-EQ1' DOUBLE THROW - 200A, SN. EATON 'QUICK CONNECT' #DT -3 -2 -4 -N -F -R -N -LC. NO SUBSTITUTIONS. F=16,446A O PANEL 'EQ1' O 48 KVA z O O O U U J Q z w O cn '.._ cfl NO Er— O n ti z Q X J N E w I?O v W CO v> rn — UQ1 Co CC) Lu > ) L 0 JN Y Lu LO CL i U C _ U � 3 CC) II ®s f j ILu li Lu tu i i' 7— Lu L LuI' ii -A i tu I I u- i I'I MRAF p 95 o -c� tTA OFI Al - SES' 1=_.3 2018 I' GOPYRIGNTQ 301'1 AGK,% ARGnITFGT5. This dooiment Is the property o? Ackal Architects, APG This Document may NOT be copled, reproduced or used without the written � consent from Ackal Architects, APG. Project Number: 18-014 iii Date: -- - Oci/13/2018 j' Project Architect: B.A. I; Project Manager: A.D. Drawn By: G.L. !: File Name: SANFORD I Revised: Sheet Name: NEW 51NC7LE LINE DIAGRAM Sheet No. 1 3 I LIGHTING CONTROL PANEL 'LCP1' SCHEDULE PAN RELAYS RELAY NUMBER PANEL CIRCUIT RELAY VOLTAGE CONTROL ZONE LOAD LOCATION/DESCRIPTION R1 1-1-2 120V INT DONOR FLOOR LIGHTING R2 1-1-4 120V INT DONOR FLOOR LIGHTING R3 1-1-6 120V INT DONOR FLOOR LIGHTING R4 L1-10 120V INT NIGHT LIGHTS/EXIT SIGNS R5 L1-12 120V INT CORRIDOR LTG R6 L1-14 120V INT WAITING LTG R7 L1-16 120V INT RR/RECEPTION LTG R8 L1-18 120V INT EXAM/OFFICE/CONF/BREAK LTG R9 L1-20 120V INT OFFICE/PLASMA/REPAIR LTG R10 L1-22 120V INT STERILE/IT/ELEC/JAN LTG R11 1-1-1 120V EXT SIGN R12 1-1-3 120V EXT EXTERIOR LIGHTING R13 M1-25 120V M EF -1 R14 M1-27 120V M EF -2 R15 1080 120V SPARE 21 22 20/1 R16 1500. 120V 21 22 20/1 1080 o- NEMA RATING: 1 TYPE DESCRIPTION LOAD BREAKER CKT CKT BREAKER LOAD DESCRIPTION TYPE TYPE DONOR MACHINE RECEPTACLES 1500 20/1 1 2 20/1 1500 MEN'S HAND DRYER DESCRIPTION TYPE DONOR MACHINE RECEPTACLES 1500 20/1 3 4 20/1 1500 MEN'S HAND DRYER 5165 SPARE DONOR MACHINE RECEPTACLES 1500 20/1 5 6 20/1 360 RESTROOM RECEPTACLES 20/1 5165 DONOR MACHINE RECEPTACLES 1500 20/1 7 $ 20/1 1500 WOMEN'S HAND DRYER 5 6 20/1 DONOR MACHINE RECEPTACLES 1500 20/1 9 1 20/1 1500 WOMEN'S HAND DRYER 20/1 ] 8 DONOR MACHINE RECEPTACLES 1500 20/1 11 12 20/1 600 EWC 1080 20/1 DONOR MACHINE RECEPTACLES 1500 20/1 13 14 20/1 1200 VENDING RECEPTACLES CONFERENCE ROOM RECEPTACLES 1080 DONOR MACHINE RECEPTACLES 1500 20/1 _ ] 5 16 20/1 1200 VENDING RECEPTACLES SPARE OFFICE RECEPTACLES DONOR MACHINE RECEPTACLES 1500 20/1 17 s 18 20/1 1080 WAITING RECEPTACLES 20/1 DONOR MACHINE RECEPTACLES 1500 20/1 19 20 20/1 1080 RECEPTION RECEPTACLES SPARE 21 22 20/1 DONOR MACHINE RECEPTACLES 1500. 20/1 21 22 20/1 1080 RECEPTION RECEPTACLES 5045 SPARE DONOR MACHINE RECEPTACLES 1500 20/1 123----4-24 20/1 1080 SCREENING RECEPTACLES 20/1 1000 DONOR MACHINE RECEPTACLES 1500 20/1 25 26 20/1 127-4-28 1080 SCREENING RECEPTACLES _ 21 22 20/1 DONOR MACHINE RECEPTACLES 1500 20/1 20/1 1080 SCREENING RECEPTACLES 20/1 _ 23 24 DONOR MACHINE RECEPTACLES 1500 20/1 29 30 20/1 1080 SCREENING RECEPTACLES 1720 20/1 DONOR MACHINE RECEPTACLES 1500 20/1 31 32120/1 720 SCREENING RECEPTACLES REPAIR RECEPTACLES 720 KIOSK RECEPTACLES 1080 20/1 _ 33-4-34 20/1 1080 SCREENING RECEPTACLES 20/1 RR/BIO/STERILE/HALL RECEPTACLES OFFICE RECEPTACLES 1440 20/1 35----4-36 20/1 1500 COPIER RECEPTACLE 39 40 20/1 OFFICE RECEPTACLES 1080 20/1 3 38 20/1 720 DONOR FLOOR RECEPTACLES BREAK COUNTER RECEPTACLE SPARE SPARE PLASMA PROCESSING RECEPTACLES 20/1 39 4p 20/1 1080 DONOR FLOOR TV RECEPTACLES 180 BREAK COUNTER RECEPTACLE SPARE 20/1 _ 41 42 20/1 540 DONOR FLOOR RECEPTACLES 20/1 VOLTS; 208 /120V, 30,4W. TOTAL LOAD; 50 KVA ( 439 AMPS; 0 100A 0 225A 0 400A 0. DEMAND LOAD: 33 KVA ( A) 92 MAIN; 0 MCB . * MLO LUGS: 0 DBL, LUGS 0 FEED-THRU MTD; SURFACE 0 FLUSH NEUTRAL BUS; 100% 0 200% BUSS: 0 COPPER 0 ALUMINUM L2 GROUND BUS; 0 STANDARD 0 ISOLATED DOOR: Q DOOR IN DOOR 0 STANDARD AIC RATING; 0 10K 0 14K 0 22K Oi 42K NEMA RATING: 1 TYPE DESCRIPTION LOAD BREAKER CKT CKT BREAKER LOAD DESCRIPTION TYPE 20/1 EXAM ROOM RECEPTACLES 1080 20/1 _ 1 2 20/1 5165 SPARE 3 4 20/1 720 EXAM ROOM RECEPTACLES 1080 20/1 3 4 20/1 5165 SPARE DONOR FLOOR LIGHTING SWITCH C EXAM ROOM RECEPTACLES 1080 20/1 5 6 20/1 5165 SPARE SPARE CONFERENCE ROOM RECEPTACLES 720 20/1 ] 8 20/1 5645 ISPARE 20/1 11 12 20/1 CONFERENCE ROOM RECEPTACLES 1080 20/1 9 10 20/1 5645 SPARE 1200 WAITING LTG CONFERENCE ROOM RECEPTACLES 1080 20/1 11 12 20/1 5645 SPARE SPARE OFFICE RECEPTACLES 1080 20/1 13 14 20/1 5045 SPARE 20/1 OFFICE RECEPTACLES 1080 20/1 15 16 20/1 5045 SPARE 21 22 20/1 1250 OFFICE RECEPTACLES 720 20/1 17----4- 18 20/1 5045 SPARE SPARE OFFICE RECEPTACLES 1080 20/1 19-4-20 20/1 1000 SPARE SPARE OFFICE RECEPTACLES 1080 20/1 _ 21 22 20/1 1 SPARE �— 29 30 20/1 OFFICE RECEPTACLES 1080 20/1 _ 23 24 20/1 1200 REFRIGERATOR RECEPTACLE SPARE REPAIR RECEPTACLES 1720 20/1 25-4--26120/1 60 1200 REFRIGERATOR RECEPTACLE SPARE REPAIR RECEPTACLES 720 20/1 27 28 20/1 1200 MICROWAVE RECEPTACLE 20/1 RR/BIO/STERILE/HALL RECEPTACLES 1440 20/1 29-J-4-30 20/1 1200 MICROWAVE RECEPTACLE 39 40 20/1 PLASMA PROCESSING RECEPTACLES 1260 20/1 31 32 20/1 180 BREAK COUNTER RECEPTACLE SPARE PLASMA PROCESSING RECEPTACLES 1080 20/1 133-4-34 20/1 180 BREAK COUNTER RECEPTACLE PLASMA PROCESSING RECEPTACLES 900 20/1 35 ---0-36120/1 20/1 1200 DISHWATER RECEPTACLE SHIPPING RECEPTACLES 1080 20/1 37 38120/1 20/1 720 BREAK/JANITOR RECEPTACLES SHIPPING RECEPTACLES 720 20/1 39 40 20/1 SPARE OFFICE RECEPTACLES 1080 20/1 41 42120/1 SPARE VOLTS: * 208 /120V, 30, 4W. TOTAL LOAD: 28 KVA ( A) 79 AMPS; 0 100A 225A 0 400A 0 DEMAND LOAD: 20 KVA ( A) 56 MAIN: 0 MCB Q MLO LUGS: 0 DBL, LUGS ( FEED-THRU MTD: SURFACE 0 FLUSH NEUTRAL BUS; 100% 0200% BUSS: COPPER 0 ALUMINUM t t L3 t i GROUND BUS: STANDARD 0 ISOLATED DOOR, DOOR IN DOOR 0 STANDARD AIC RATING: 0 10K 0 14K 0 22K O 42K NEMA RATING: 1 TYPE DESCRIPTION LOAD BREAKER CKT CKT BREAKER LOAD DESCRIPTION TYPE 20/1 j 2 20/1 7085 70 1 2 50 5165 FREEZER LIGHTS 3 4 20/1 720 RTU -1 7085 SPARE 3 4 20/1 5165 RTU -5 DONOR FLOOR LIGHTING SWITCH C SPARE 7085 3 _ 5 6 3 5165 FREEZER LIGHTS SPARE FZCU-2 / FZEU-2 7065 70 7 8 60 5645 FREEZER TEMP MONITORING 20/1 11 12 20/1 RTU -2 7065 2 9 10 20/1 5645 RTU -6 1200 WAITING LTG 7065 3 11 ] 3 5645 FAN SPARE FZCU-3 / FZEU-3 7085 70 13 14 50 5045 FAN 20/1 RTU -3 7085 3 15 16 20/1 5045 RTU -7 21 22 20/1 1250 IT RACK RECEPTACLES 7085 3 17 1 3 5045 DRAIN HEATERS SPARE IT RACK RECEPTACLES 7085 70 19 20 20/1 1000 SPARE SPARE RTU -4 7085 20/1 21 22 20/1 1 SPARE �— 29 30 20/1 TBB RECEPTACLES 7085 3 23 24 20/1 1260 ROOF RECEPTACLES SPARE EF -1 720 20/1 25 26 60 5500 SPARE SPARE EF -2 720 20/1 27 28 20/1 5500 WH -1 20/1 SPARE 20/1 29 30 3 3670 SPARE 39 40 20/1 SPARE 20/1 31 32 20/1 100 CP -1 SPARE SPARE 20/1 33-4-34 20/1 SPARE SPARE 20/1 35 36 20/1 SPARE SPARE 20/1 _ 37 38 20/1 SPARE SPARE 20/1 39-4-40 20/1 SPARE SPARE 20/1 41 42,20/1 SPARE VOLTS: 208 /120V, 30, 4W, TOTAL LOAD: 150 KVA ( "16 AMPS: 0 100A 0 225A a 400A 0. MAIN: 0 MCB , 0 MLO LUGS: 0 DBL. LUGS O FEED-THRU MTD: O SURFACE 0 FLUSH NEUTRAL BUS: Q 100% 0 200% BUSS: Q COPPER 0 ALUMINUM tt KA 1 it GROUND BUS, Q STANDARD 0 ISOLATED DOOR; Do DOOR IN DOOR 0 STANDARD AIC RATING; 0 10K 0 14K 0 22K Q 42K o- r. i'. O ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL 'LCP1' AND PROGRAM RELAY TO TURN ON AT 5AM AND TURN OFF AT 12AM. O2 PROGRAM RELAY TO TURN ON EXHAUST FAN IN THE MORNING AND OFF AT NIGHT. COORDINATE AM ON TIME AND PM OFF TIME WITH THE OWNERS REPRESENTATIVE, OPROGRAM RELAY TO TURN ON AT 4PM AND OF AT 8AM. OROUTE THROUGH LIGHTING CONTROL PANEL'LCP1'. i i I I i i i NEMA RATING: 1 TYPE DESCRIPTION LOAD BREAKER CKT CKT BREAKER LOAD DESCRIPTION TYPE 20/1 j 2 20/1 5045 60 1 2 20/1 500 FREEZER LIGHTS 3 4 20/1 720 FZCU-1 / FZEU-1 5045 SPARE 3 4 20/1 500 FREEZER LIGHTS DONOR FLOOR LIGHTING SWITCH C SPARE 5045 3 5 6 20/1 500 FREEZER LIGHTS SPARE FZCU-2 / FZEU-2 2165 30 _ ._ 8 20/1 500 FREEZER TEMP MONITORING 20/1 11 12 20/1 710 2165 2 _ 9 10 20/1 500 FREEZER THERMOSTAT 1200 WAITING LTG 5045 60 _ i l 1 20/1 500 FAN SPARE FZCU-3 / FZEU-3 5045 17 18 20/1 13 1z 20/1 500 FAN 20/1 19 20 20/1 5045_ 3 15 1( 20/1 1000 DRAIN HEATERS 21 22 20/1 1250 IT RACK RECEPTACLES 1000 30/1 17 JE 20/1 1000 DRAIN HEATERS SPARE IT RACK RECEPTACLES 1000 30/1 19-4—�V 20 20/1 1000 DRAIN HEATERS SPARE TBB RECEPTACLES 360 20/1 21-4-22 2V 1405 CU-1/FC-1 IT ROOM �— 29 30 20/1 TBB RECEPTACLES 360 20/1 23-4-24Z 2 1405 31 32 20/1 SPARE IT ROOM RECEPTACLES 720 20/1 25 26 20/1 SPARE SPARE FA PANEL 180 20/1 27 � 28 20/1 SPARE 20/1 SPARE 20/1 29 30 20/1 SPARE 39 40 20/1 SPARE 20/1 31 32 20/1 141--_4 2120/11 SPARE SPARE SPARE 20/1 33 34 20/1 SPARE SPARE 20/1 35 36 20/1 SPARE SPARE 20/1 37 38 20/1 SPARE SPARE 20/1 39-4-40 20/1 SPARE SPARE 20/1 L1 42120/1 SPARE VOLTS: O 208 /120V, 30, 4W. TOTAL LOAD: 48 KVA ( A� 32 AMPS: 0 100A 225A 0 400A 0. MAIN; 0 MCB 0 MLO LUGS: 0 DBL. LUGS 0 FEED-THRU MTD: SURFACE 0 FLUSH NEUTRAL BUS: O 100% 0 200% BUSS; COPPER 0 ALUMINUM It EQ1 GROUND BUS: STANDARD 0 ISOLATED DOOR: @) DOOR IN DOOR 0 STANDARD AIC RATING: 0 10K 0 14K * 22K 0. NEMA RATING: 1 TYPE DESCRIPTION LOAD BREAKER CKT CKT BREAKER LOAD DESCRIPTION TYPE SIGN 1200 20/1 j 2 20/1 720 DONOR FLOOR LIGHTING SWITCH EXTERIOR LIGHTING 600 20/1 3 4 20/1 720 DONOR FLOOR LIGHTING SWITCH B SPARE 20/1 5 6 20/1 1 660 DONOR FLOOR LIGHTING SWITCH C SPARE 20/1 ] 8 20/1 660 DONOR FLOOR LIGHTING SWITCH D SPARE 20/1 9 10 20/1 365 NIGHT LIGHTS/EXIT SIGNS SPARE 20/1 11 12 20/1 710 CORRIDOR LTG SPARE 20/1 13 14 20/1 1200 WAITING LTG SPARE 20/1 15 16 20/1 1015 RR/RECEPTION LTG SPARE 20/1 17 18 20/1 1250 EXAM/OFFICE/CONF/BREAK LTG • SPARE 20/1 19 20 20/1 1050 OFFICE/PLASMA/REPAIR LTG SPARE 20/1 21 22 20/1 1250 STERILE/IT/ELEC/JAN LTG SPARE 20/1 23 24 20/1 SPARE SPARE 20/1 _ 25 26 20/1 SPARE SPARE 20/1 _ 27--4_ 28 20/1 SPARE SPARE 20/1 29 30 20/1 SPARE SPARE 20/1 31 32 20/1 SPARE SPARE 20/1 33 34 20/1 SPARE SPARE 20/1 35 36 20/1 SPARE SPARE 20/1 37 38 20/1 SPARE SPARE20/1 39 40 20/1 SPARE SPARE 20/1 141--_4 2120/11 SPARE VOLTS: (§) 208 /120V, 30, 4W. TOTAL LOAD: 11 KVA ( A) 32 AMPS; 0 100A Q 225A 0 400A 0. MAIN; 0 MCB Q MLO LUGS: 0 DBL LUGS 0 FEED-THRU MTD: SURFACE 0 FLUSH NEUTRAL BUS: 100% 0 200% BUSS; ® COPPER 0 ALUMINUM tt Ll ii GROUND BUS; Q STANDARD 0 ISOLATED DOOR: Q DOOR IN DOOR 0 STANDARD AIC RATING, 0 IOK 0 14K 0 22K (§) 42K 0 ENGINEERING CONSULTANTS 370 E Windmill Lane, Suite 100 Las Vegas, NV 89123 702.896.1100 msa-ec.com I, i I, ju I� Ij Ilu 0 %J I LU 7— LUI LU I UJ < LU I UJ Jll i II i I �`�OEA1 �yrP 9. f .o' 3D T F' ;' cr I _ _ SES 0 1: IOPYRII HT D 201-7 AGKP-1 ARGHITEGT5. This document 15 the property of Ackal Architects, APG This Document may NOT be copied, �!. reproduced or used without the written con5en from Ackal Architects, APG. j Project Number: 15-014 Date: Oa/13/2018 Project Architect: B.A. Project Manager: A.D. -------- -- Drawn E3 ,. y: G.L. File Flame SANFORD �j Revised: II' Sheet name: IPANEL 5GHE`.DULF5 I i Sheet No. I i • • Fg fl • w I, i I, ju I� Ij Ilu 0 %J I LU 7— LUI LU I UJ < LU I UJ Jll i II i I �`�OEA1 �yrP 9. f .o' 3D T F' ;' cr I _ _ SES 0 1: IOPYRII HT D 201-7 AGKP-1 ARGHITEGT5. This document 15 the property of Ackal Architects, APG This Document may NOT be copied, �!. reproduced or used without the written con5en from Ackal Architects, APG. j Project Number: 15-014 Date: Oa/13/2018 Project Architect: B.A. Project Manager: A.D. -------- -- Drawn E3 ,. y: G.L. File Flame SANFORD �j Revised: II' Sheet name: IPANEL 5GHE`.DULF5 I i Sheet No. I i LIGHTING FIXTURE SCHEDULE Q FIXTURE SCHEDULE GENERAL NOTES: 1. FIXTURES SHALL HAVE APPROPRIATE U.L. LABEL (i.e., DAMP OR WET) AS REQUIRED BY CODES AND ORDINANCES. 12, PROVIDE A MINIMUM OF TWO (2) #12 SUPPORT WIRES ATTACHED TO BUILDING FRAME IN ADDITION TO T -BAR CLIPS FOR FIXTURES RECESSED IN SUSPENDED T -BAR CEILING. PER NEC ARTICLE 410.36 (B). 2. PRIOR TO ORDERING ANY LIGHTING EQUIPMENT, COORDINATE ALL FIXTURE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND CEILING CAVITY DEPTHS. 13. FIXTURES WITH EMERGENCY BATTERY BACKUP SHALL BE WIRED AHEAD OF ANY LOCAL SWITCHING IN COMPLIANCE WITH NEC ARTICLE 700. 3. ALL LAMPS SHALL BE PROVIDED AND INSTALLED ACCORDING TO THE ATTACHED FIXTURE SCHEDULE AND SPECIFICATIONS. ENSURE COMPATIBILITY BETWEEN FIXTURE, LAMP(S) AND BALLAST(S)/DRIVER(S). 14. EMERGENCY LIGHTING UNITS SHALL BE EQUIPPED WITH FACTORY -INSTALLED INTEGRAL TEST SWITCHES AND PILOT LIGHTS. 4. CONTRACTOR SHALL VERIFY FIXTURE VOLTAGES AND CEILING TRIM COMPATIBILITY PRIOR TO ORDERING FIXTURE. 15. PROVIDE DOOR -TO -FRAME AND LENS -TO -DOOR GASKETING, INVERTED LENS, AND FOOD SERVICE RATING FOR ALL 5. PROVIDE APPROVED FIRE -RATED ENCLOSURES FOR ALL LIGHTING FIXTURES LOCATED IN FIRE -RATED CEILINGS. FIXTURES LOCATED IN FOOD SERVICE AREAS. 6. LIGHTING FIXTURE CATALOG NUMBERS ARE SERIES TYPE ONLY. PROVIDE ALL NECESSARY ACCESSORIES AND 16. LUMINAIRES THAT CONTAIN A BALLAST, POWER SUPPLY OR DRIVER THAT CAN BE SERVICED IN PLACE SHALL HAVE A HARDWARE AS REQUIRED FOR A COMPLETE AND FUNCTIONAL INSTALLATION. DISCONNECTING MEANS EITHER INTERNAL OR EXTERNAL TO EACH LUMINAIRE SO AS TO DISCONNECT SIMULTANEOUSLY o FROM THE SOURCE OF POWER ALL CONDUCTORS (INCLUDING THE GROUNDED CONDUCTOR IF ANY). IN ACCORDANCE 7. ALL FIXTURES SHALL BE ORDERED WITH APPROPRIATE BALLAST(S)/DRIVER(S) THAT HAVE U.L. AND CBM LABELS. ALL WITH NEC ARTICLE 410, THE LINE -SIDE TERMINALS OF THE DISCONNECTING MEANS SHALL BE LOCATED SO AS TO BE BALLASTS/DRIVERS SHALL CONFORM TO TITLE 24 AND/OR INTERNATIONAL ENERGY CONSERVATION CODE (IECC) ACCESSIBLE TO QUALIFIED PERSONS FOR SERVICING OR MAINTAINING THE BALLAST, POWER SUPPLY OR DRIVER. REQUIREMENTS FOR PERFORMANCE. PROVIDE MULTIPLE BALLASTS/ DRIVERS FOR DUAL -LEVEL SWITCHING AND WIRING (i.e. TANDEM) AS INDICATED ON THE PLANS. 17. ALL FLUORESCENT LAMPS SHALL BE OF A LOW MERCURY DESIGN, HAVE A MINIMUM CRI RATING OF 80 AND 3500^K COLOR TEMPERATURE UNLESS NOTED OTHERWISE. 8. UPON INITIAL ENERGIZING OF ALL NEW FLUORESCENT LAMPS, A CONTINUOUS PERIOD OF THIRTY (30) HOURS SHALL OCCUR PRIOR TO DE -ENERGIZING OF LAMPS FOR MANUFACTURER REQUIRED LAMP BURN -IN AND MAXIMUM LAMP LIFE. 18. CHARACTERISTICS OF LED LUMINAIRES SHALL MEET OR EXCEED THE FOLLOWING MINIMUM STANDARDS UNLESS cn x OTHERWISE INDICATED: 9. ALL FLUORESCENT BALLASTS SHALL BE ELECTRONIC TYPE, PROVIDE END OF LIFE (EOL) SHUT -DOWN PROTECTION FOR COMPACT FLUORESCENT LAMPS. • 1-8/50 - 80% OF LUMEN OUTPUT AT 50,000 HOURS, WITH FUNCTIONAL LIFESPAN GREATER THAN 60,000 HOURS (LED ELEMENTS AND POWER SUPPLIES) 10. ENSURE COMPATIBILITY OF ALL LIGHTING SYSTEM COMPONENTS, ESPECIALLY DIMMED SYSTEMS, FIXTURES, LAMPS, • CRI EQUIVALENT TO OR GREATER THAN 80 BALLAST(S), DRIVER(S) AND DIMMING SYSTEMS/INDIVIDUAL CONTROLS SHALL BE FACTORY CERTIFIED COMPATIBLE • EFFICACY EQUIVALENT TO OR GREATER THAN 80 LUMENS/WATT FOR FULL RANGE OF DIMMING COMPATIBILITY. . CCT UNIFORMITY TO (3) MacADAM ELLIPSES • MINIMUM AMBIENT TEMPERATURE RATINGS: INTERIOR = 25°C (77°F), EXTERIOR = 45°C (113°F) 11. PROVIDE CLEARANCES FROM COMBUSTIBLES, A MINIMUM OF 1/2" (OTHER THAN AT POINTS OF SUPPORT) AND 3" FROM . MINIMUM INGRESS PROTECTION RATINGS: INTERIOR = IP30, EXTERIOR = IP60 INSULATION FOR RECESSED LIGHTING FIXTURES WHICH ARE NON -IC RATED. �L-- W TYPE DESCRIPTION AND MANUFACTURER NOTES TYPE DESCRIPTION AND MANUFACTURER NOTES U 2'X 4' RECESSED LED TROFFER WITH ACRYLIC LENS. 0-10V, 4 -WIRE DIM CAPABLE, ® 6" LED DOWNLIGHTS WITH DECORATIVE COBALT BLUE ACRYLIC FROSTED RING. 0-10V, 4 -WIRE DIM CAPABLE. L1 60 VOLTAGE: 120V L5 25 VOLTAGE: 120V LAMP: LED/3500K (INCLUDED) — t� � LAMP: LED/3500K (INCLUDED) J N L Y MANUFACTURER: METALUX #24GR LD5 64 F1 UNV L835 CD1 U MANUFACTURER: PORTFOLIO#LD6B20DO10TR-EU6B10208035-6LBMOLI-DT-6-R1-HB26 i I 2' X 4' RECESSED LED TROFFER WITH ACRYLIC LENS, 1400 LUMEN BATTERY PACK, Urn � 6" LED DOWNLIGHT. 0-10V, 4 -WIRE DIM CAPABLE. In ti 0-10V, 4 -WIRE DIM CAPABLE. CD m I L1E 60 VOLTAGE: 120V L6 25 VOLTAGE: 120V LAMP: LED/3500K (INCLUDED) LAMP: LED/3500K (INCLUDED) MANUFACTURER: METALUX# 24GR LD5 64 F1 UNV EL14W L835 CD1 U MANUFACTURER: PORTFOLIO #LD6B20D010TR-EU6B10TR-6LBM0L1 2'x 4' LED RECESSED LED TROFFER WITH ACRYLIC LENS. 0-10V, 4 -WIRE DIM CAPABLE. 6" LED DOWNLIGHT WITH EMERGENCY BATTERY PACK. 0-10V, 4 -WIRE DIM CAPABLE. L2 50 VOLTAGE: 120/277V L6E 25 VOLTAGE: 120V LAMP: LED/3500K (INCLUDED) LAMP: LED/3500K (INCLUDED) MANUFACTURER: METALUX# 24GR LD5 38 F1 UNV L835 CD1 U MANUFACTURER: PORTFOLIO#LD6B20DO10TR-IEM7-EU6B10TR-6LBMOLI 2' X 4' RECESSED LED TROFFER WITH ACRYLIC LENS. 1400 LUMEN BATTERY PACK. BUILDING MOUNT LED WALL PACK WITH EMERGENCY BATTERY PACK 0-10V, 4 -WIRE DIM CAPABLE. L2E 50 VOLTAGE: 120-277V S1 40 VOLTAGE: 120V LAMP: LED/3500K (INCLUDED) LAMP: LED/4000K (INCLUDED) MANUFACTURER: METALUX# 24GR LD5 38 F1 UNV EL14W L835 CD1 U MANUFACTURER: LUMARK # LDWP GL 4B 120V 7040 CD 4' LED STRIP LIGHT. FROSTED LENS. 0-10V, 4 -WIRE DIM CAPABLE. BUILDING MOUNT LED WALL PACK WITH EMERGENCY BATTERY PACK L3 50 VOLTAGE: 120V S1E 40 VOLTAGE: 120V LAMP: LED/3500K (INCLUDED) LAMP: LED/4000K (INCLUDED) MANUFACTURER: METALUX#4SNLED LD5 41SL LW UNV L835 CD1 U MANUFACTURER: LUMARK # LDWP GL 4B 120V 7040 EMLED CD 4' LED STRIP LIGHT. FROSTED LENS. 1400 LUMEN BATTERY PACK. 0-10V, 4 -WIRE DIM LED EDGE LIT EXIT SIGN NUMBER OF FACES AND CHEVRONS PER PLAN. CAPABLE. L3E X1 SO VOLTAGE: 120V VOLTAGE: 120V 5 LAMP: LED/3500K (INCLUDED) LAMP: LED (INCLUDED) MANUFACTURER: METALUX#4SNLED LD5 41SL LW UNV EL14W L835 CD1 U MANUFACTURER: SURE -LIGHTS EUS70R 2'X 2' RECESSED LED TROFFER WITH ACRYLIC LENS. 0-10V, 4 -WIRE DIM CAPABLE WITH EMERGENCY BATTERY PACK L4E 40 VOLTAGE: 120V LAMP: LED/3500K (INCLUDED) MANUFACTURER: METALUX# 22GR LD5 32 F1 UNV EL14W L835 D1 U P9 ijLL Lu I'ul Lu Lu i V j - I � Lu LU Lu it !J� Lu ® Z I i " /it., N 090 'a AT • OF �+l�111i ti11� \ 5Ep=-fl` 2010 �I OOPYRIGHT(DOi"t AGKAL ARGHITEGT5. I, This document Is the property of Ackai i Architects, APO I. This Document may NOT be copied, i. reproduced or used without the written consent from. ACkal Architects, APO. Project Number: 18-014 i; I Date: 09/13/2018 'i �! Project Architect: 8.A, Project Manager: Drawn By: File Name: SANFORD Revised: Sheet Name: '! LIGHTING FIXTURE 5rHEOULE 1 9 Q z w O c/ O co 0:� o Q 0 r~ z Q cn x Z) @ J r'_ E L o �L-- W 00 U) C1J U ® Q Cj w U � a @ — t� � J N L Y Q w w i I Urn � In ti CD m I I ISI ijLL Lu I'ul Lu Lu i V j - I � Lu LU Lu it !J� Lu ® Z I i " /it., N 090 'a AT • OF �+l�111i ti11� \ 5Ep=-fl` 2010 �I OOPYRIGHT(DOi"t AGKAL ARGHITEGT5. I, This document Is the property of Ackai i Architects, APO I. This Document may NOT be copied, i. reproduced or used without the written consent from. ACkal Architects, APO. Project Number: 18-014 i; I Date: 09/13/2018 'i �! Project Architect: 8.A, Project Manager: Drawn By: File Name: SANFORD Revised: Sheet Name: '! LIGHTING FIXTURE 5rHEOULE 1 9 ENERGY GAUGE INPUT REPORT EnergyGauge Summit a v6.00 INPUT DATA REPORT Project Information Project Name: ImmunoTek Plasma Project Title: IMMUNOTEK BIO CENTERS, LLC Address: 2670 S. ORLANDO DR. State: FL Zip: 32773 Owner: RR COMPANIES OF AMERICA Zones Orientation: 0 Deg Clockwise. Walls & Windows will be rotated accordingly Building Type: Healthcare -Clinic Building Classification: Renovation to existing building No.of Stories: 1 GrossArea: 11880 SF No Acronym Description Type Area Multiplier Total Area Isfl [sfl 1 PrOZoI Zone 1 CONDITIONED 11880.0 1 11880.0 Spaces No Acronym Description Type Depth Width Height Multi Total Area Total Volume [ftl [ftl IN plier [sf] let] In Zone: PrOZo1 1 Interior LightingZone 1 Exam/Treatment (Hospital) 108.00 110.00 10.00 1 11880.0 118800.0 Ext -Lighting Description Category No. of Watts per Area/Len/No. of units Control Type Wattage Luminaires Luminaire [sVft/No] [Wl 1 Ext Light 1 Walkways more that 10 feet t0 32 4733.00 Astronomical 'rimer Comr, 320.00 wide ENERGY GAUGE CHECK REPORT PROJECT SUMMARY Short Dese: ImmunoTek Plasma Description: Lighting Owner: RR COMPANIES OF AMERICA (WEA File: FL ORLANDO SANFORD AIRPORT.tm3) Addressl: No 'Type Category No. of Watts per Power Control Type No.of 4,733.0 757 320 Zip: 32773 Type: Luminaires Luminaire [WI Jurisdiction: Ctrl pts FL (691500) In Zone: PrOZol Conditioned Area: 11880 SF Conditioned & UnConditioned Area: 11880 SF No of Stories: 1 Area entered from Plans 0 SF In Space: Interior Lighting Max Tonnage 35 If different, write in: 1 LED General Lighting 43 60 2580 Central control 1 El 2 LED General Lighting 97 60 5820 Central control 1 3 LED General Lighting 1 50 50 Central control 1 4 LED General Lighting 1 40 40 Central control 1 El 5 LED General Lighting 15 25 375 Central control 1 6 LED General Lighting 26 25 650 Central control 1 Ext -Lighting Description Category No. of Watts per Area/Len/No. of units Control Type Wattage Luminaires Luminaire [sVft/No] [Wl 1 Ext Light 1 Walkways more that 10 feet t0 32 4733.00 Astronomical 'rimer Comr, 320.00 wide ENERGY GAUGE CHECK REPORT PROJECT SUMMARY Short Dese: ImmunoTek Plasma Description: IMMUNOTEKBIO CENTERS Owner: RR COMPANIES OF AMERICA (WEA File: FL ORLANDO SANFORD AIRPORT.tm3) Addressl: 2670 S. ORLANDO DR. City: SANFORD Address2: or No. of Units (W) (W) State: FL Ext Light 1 Walkways more that 10 feet Yes 0.16 4,733.0 757 320 Zip: 32773 Type: Healthcare -Clinic Class: Renovation to existing building Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 11880 SF Conditioned & UnConditioned Area: 11880 SF No of Stories: 1 Area entered from Plans 0 SF Permit No: .0 Max Tonnage 35 If different, write in: Component Gross Energy Cost (in $) Compliance Summary Design 8,164.0 LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? Criteria Result 7,071.0 FAILED PASSES PASSES PASSES No Entry PASSES No Entry Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: Building Official: Date: Date: I certify that this building is in compliance with the Florida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy Efficiency Code Architect: Reg No: Electrical Designer: David Melroy Reg No: 70395 Lighting Designer: Reg No: Mechanical Designer: Benjamin Yeung Reg No: 49077 Plumbing Designer: Reg No: (*) Signature is required where Florida Law requires design to be performed by registered design professionals. Project: ImmunoTek Plasma Title: IMMUNOTEK BIO CENTERS, LLC Type: Healthcare -Clinic (WEA File: FL ORLANDO SANFORD AIRPORT.tm3) External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP (W/Unit) or No. of Units (W) (W) (Sgft or ft) Ext Light 1 Walkways more that 10 feet Yes 0.16 4,733.0 757 320 wide Tradable Surfaces: 320 (W) Allowance for Tradable: 1507.28 (W) =PASSES All External Lighting: 320 (W) Complicance check includes a excess/Base allowance of 750.00(W) Project: ImmunoTek Plasma Title: IM1MUNOTEK BIO CENTERS, LLC "Type: Healthcare -Clinic (WEA File: FL ORLANDO SANFORD AIRPORT.trn3) Lighting Controls Compliance Acronym Ashrae Description Area Design Min Compli- ID (sq.ft) CP CP ince Interior Lighting 10,004 Exain/Treatment (Hospital) 11,880 6 2 PASSES PASSES W F_ 0 LO 0 ti Q Z X O N E w ,n o r CIO U LU v> U i U m — w � Q L O -yNUJ T x <t Co c� _rn v 3 CD M CD co I i! i i, r. I� I ;! m L ii �i I V LU LU LU LU i f-1 LU -A U1 0 O LUI I ® � �AN�Ai��14tUtlillllllt�t<<� 64 w E N o` j ` } No. 0 9 -v' STE F y S' 1 2038 ~ GOFYRIGHTQ 011 nGiGr L ARGri1TFGT5. II This document is the property of akal Architects, APG This Document may NOT be copied, reproduced or used without the written i' consent from Ackal Architects, AFS. I' Project Number: la -014 Date: 09/13/2018 I, II '•i% Project Architect: B.A. Project Manager: A.D. Drawn E3y: G.L. Pile Name: SANFORD Revised: I' Sheet Name: !' ENERGY GAUGE SUMMIT REPORT H it I E) UTILITY CO. XFMR AND METER A (X 01 X 3 I TYP (X) (X) (X) 0 I I 0 0 (X) ❑ X) TENANT METER/CT AND DISCONNECT ---------- ----------- (X) SERVICE CONDUCTOR GUTTER ----------- M r (X) �Q I I I FA P: Z 2E F H X) TENANT METER/CT AND DISCONNECT If F M (X) --- -------------: L - J -------- Ff -i= - - - - - - - - - - - - - - - - - - - - - - 1 71------ T" -ITF-- ---------- q ----- ------------ n If I (X') 4-- (X) DISTRIBUTION PANELBOARD L J L- L L L -_:E I- L A L -I--a T: - A III --u L 1 L - - - (X) L J r (X) BRANCH CIRCUIT PANEL \'4 z- -a -:q. -JG____-II7.7. M I r- --7-7-7-7 F - If If ------------II 11 III II II (X) TELEPHONE BACKBOARD I If I II If II If I II I it I I I I I I I I II - - - - - - J 11------------- 1 L - - - - - - - - - - - - --J1-------I-------- 11 -J, IL - - - - - - - - - - - - F I -JI (X) -lr---------------------------ir -------H ------- El ILL, JL-__ - A -__JL---_- .. _ _ 13 1 L__--- - ---- - ----- ELECTRICAL DEMOLITION PLAN 1/8" = 1--0" GENERAL NOTES: 1. THE CONTRACTOR SHALL REMOVE ITEMS AS INDICATED AND PROVIDE SALVAGE PER THE OWNER'S REPRESENTATIVE. REMOVAL SHALL INCLUDE, BUT IS NOT LIMITED TO OUTLET, JUNCTION BOX, CONDUITS, CONDUCTORS, ETC. BACK TO SOURCE. SHEET NOTES: Oi UNLESS NOTED OTHERWISE, THE CONTRACTOR SHALL REMOVE ALL EXISTING ELECTRICAL OUTLETS IN THIS AREA, REMOVAL SHALL INCLUDE, BUT IS NOT LIMITED TO OUTLET, JUNCTION BOX, CONDUITS, CONDUCTORS BACK TO SOURCE, O2 EXISTING ADJACENT TENANT NOT IN SCOPE OF WORK. <3> EXISTING LIGHT FIXTURE SHALL BE REMOVED AND REPLACED WITH NEW, COORDINATE REMOVAL OF FIXTURES WITH LANDLORD AND EXISTING HOUSE PANEL, PC I II 1i fY� Lu > w - Lu tu Ca lu Lu II Lu u- (14 t llllfifl \\x met z' ............... F No 703, ST T E 0 N...... ........... N SER 1: 00FYR16HT(D201-7 Al:,KAL AFI.<-,HITFGTs. This document Is the property of Ackal Architects. AF1, This Uocumeinit may NOT be copied, reproduced or used without the written consent from Ackal Architects, APG. Project Number: 15-014 i. Date: Oq/15/2015 Project Architect: E3.A. Project Manager: A.P. Drawn E3i G.L. 1: File Name: 5ANFORO Revised: Sheet Name: ELECTRICAL DEMOLITION PLAN MSA#L18110 54 Of 5q 4 A 9 4 A EQ1-21,23,2501 OEQ1-17,19 MAIN BUILDING OL2-35,37 e , I 1 , I , I , I. I WP I 1 I 18 1 --------------- I , I I I I I , I , � 1 1 � L2-2,4,6 < 1 4--------------------_._- GENERAL NOTES: 1. THE CONTRACTOR SHALL READ ALL GENERAL NOTES AND SHEET NOTES ON THIS PLAN AND COMPLY WITH ALL CONTENT. NO CHANGE ORDERS WILL BE ALLOWED FOR FAILURE TO COMPLY WITH THE GENERAL NOTES AND SHEET NOTES ON THESE PLANS. 2. THE CONTRACTOR SHALL COORDINATE THE EXACT MOUNTING LOCATION OF ALL DEVICES WITH THE ARCHITECTURAL DRAWINGS PRIOR TO ROUGH -IN. 3. ALL BRANCH CIRCUITS SHALL BE ROUTED WITH A DEDICATED NEUTRAL CONDUCTOR PER EACH PHASE CONDUCTOR, 4. ALL RECEPTACLES LOCATED IN PATIENT CARE AREAS SHALL BE HOSPITAL GRADE RECEPTACLES WITH GREEN DOT. 5. ALL BRANCH CIRCUITS INSTALLED IN PATIENT CARE AREA SHALL CONTAIN A REDUNDANT GROUNDING CONDUCTOR PER NEC ARTICLE 517. UP-SIZE CONDUIT SIZE AS NECESSARY TO ACCOMMODATE ADDITIONAL GROUND CONDUCTOR. 6. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL ELECTRICAL ENLARGED PLANS ON SHEETS A9.5 AND A9.6 FOR EXACT OUTLET PLACEMENT FOR THE FOLLOWING ROOMS: PLASMA PROCESSING, CONTROL, EXAM ROOMS AND OFFICES, ARCHITECTURAL ENLARGED PLANS ARE TO TAKE PRECEDENCE FOR OUTLET LOCATIONS. 7. ALL PANELS SHALL BE PROVIDED WITH A LOCKABLE COVER. 8. ALL DEVICES AND FACEPLATES SHALL BE WHITE. THE CONTRACTOR SHALL COORDINATE BETWEEN ELECTRICAL AND LOW VOLTAGE TRADES TO ENSURE THAT POWER AND LOW VOLTAGE DEVICE AND FACEPLATES MATCH. PROVIDE SAMPLES TO TENANT FOR FINAL COLOR SELECTION. FREEZER GENERAL NOTES: 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL FINAL CONNECTIONS AND TERMINATIONS FOR ALL EQUIPMENT ASSOCIATED WITH THE FREEZERS AND FREEZER ACCESSORIES. 2. THE CONTRACTOR SHALL OBTAIN THE SITE SPECIFIC FREEZER SHOP DRAWINGS FOR THIS PROJECT AND UTILIZE THE DRAWINGS IN CONCERT WITH THE ELECTRICAL DRAWINGS TO COMPLETE THE INSTALLATION OF THE FREEZERS AND ALL ASSOCIATED FREEZER ACCESSORIES. CONTRACT THE FOLLOWING FOR FREEZER SHOP DRAWINGS AND ANY QUESTIONS THE CONTRACTOR MAY HAVE: SCOTT ANDREWS - SOUTHERN REFRIGERATION OF PENSACOLA, INC. 500 WEST GOVERNMENT STREET PENSACOLA FL, 32502 WORK (850) 458-7444 - CELL (850) 791-1693 - SCOTT@SOUTH ERN REFRIGERATION. NET 3. THE WORD "PROVIDE" MEANS FURNISH, INSTALL, FEED, AND CONNECT WITH ALL ACCESSORIES AND ANCILLARY EQUIPMENT FOR A COMPLETE AND OPERABLE INSTALLATION. LIGHTING CONTROL PANE LI LCP1' I ----------- I -------------�� �I I �— �✓��� �EATON IFS DISTRIBUTION PNE DL DL 0A' i A 1 0 �i ICEEQI-27L1 i �I --------------------------------------------------I 1 l --- SHEET NOTES: 0 EXTEND AND CONNECT CIRCUITING FROM JUNCTION BOX TO OUTLETS IN AREA WITH SAME CIRCUIT NUMBERS, ROUTE #12 CONDUCTORS (MINIMUM) THROUGHOUT, UNLESS NOTED OTHERWISE, 0 PROVIDE JUNCTION BOX AND CONNECTION TO FREEZER DRAIN HEATERS. VERIFY EXACT LOCATION AND CONNECTION REQUIREMENTS WITH FREEZER SHOP DRAWINGS. PROVIDE RECEPTACLE AND CORD CAP AS REQUIRED. PROVIDE 1/2 CONDUIT WITH 2 #14 TO PRESSURE RELIEF VALVE AND PROVIDE 1/2" CONDUIT WITH 2 #12 TO DOOR FRAME HEATER. PROVIDE FINAL TERMINATIONS TO EQUIPMENT AS REQUIRED. OPROVIDE JUNCTION BOX FOR CONNECTION TO HAND DRYER. VERIFY EXACT MOUNTING LOCATION AND CONNECTION REQUIREMENTS WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE FINAL TERMINATIONS TO EQUIPMENT AS REQUIRED, PROVIDE JUNCTION BOX AND CONNECTION TO FREEZER LIGHTS. VERIFY EXACT MOUNTING LOCATION AND CONNECTION REQUIREMENTS WITH FREEZER SHOP DRAWINGS. ELECTRICAL CONTRACTOR SHALL MOUNT FREEZER LIGHTS PER APPROVED SHOP DRAWINGS. PROVIDE FINAL TERMINATIONS TO EQUIPMENT AS REQUIRED. OTHE CONTRACTOR SHALL PROVIDE CONNECTION FROM OUTDOOR UNIT (ON ROOF) TO INDOOR UNIT. PROVIDE POWER AND CONTROL CONDUITS AND CONDUCTORS PER FREEZER SHOP DRAWINGS, PROVIDE FINAL TERMINATIONS TO EQUIPMENT AS REQUIRED, OPROVIDE TWO (2) NEMA -L5 -30R FOR DATA RACK UPS EQUIPMENT. VERIFY EXACT MOUNTING LOCATION WITH THE IT EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. 0 PROVIDE DELIVERY PUSH BUTTON AND CHIME. PROVIDE NUTONE #BK105 WITH #C907 TRANSFORMER AND #PB69LWH PUSH BUTTON. COORDINATE EXACT MOUNTING LOCATIONS AND MOUNTING HEIGHTS WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. PROVIDE FINAL TERMINATIONS TO EQUIPMENT AS REQUIRED. OPROVIDE RECEPTACLE FOR FREEZER TEMPERATURE MONITORING EQUIPMENT. VERIFY EXACT MOUNTING LOCATION WITH THE FREEZER SHOP DRAWINGS PRIOR TO ROUGH -IN. ODEVICES ARE MOUNTED IN A MULTI -COMPARTMENT FLOOR BOX, REFER TO SHEET E2,1 FOR ADDITIONAL INFORMATION. COORDINATE COVER PLATE STYLE WITH THE INSTALLED FLOOR COVERING IN ORDER TO PROVIDE A FLUSH FLOOR INSTALLATION. 10 PROVIDE RECEPTACLE FOR VENDING MACHINE, COORDINATE EXACT MOUNTING LOCATION WITH THE INSTALLED EQUIPMENT SHOP DRAWINGS. 11 SUGGESTED LOCATION FOR FIRE ALARM PANEL. VERIFY EXACT MOUNTING LOCATION WITH THE FIRE ALARM DESIGNER. PROVIDE DUPLEX RECEPTACLE FOR FIRE ALARM PANEL. 12 DEVICES MOUNTED IN MILLWORK. COORDINATE DEVICE LOCATION, CONDUIT ENTRY, ETC. WITH THE MILLWORK SHOP DRAWINGS SUCH THAT THERE ARE NO CONFLICTS WITH THE MILLWORK AND OUTLET LOCATIONS. 13 PROVIDE RECEPTACLE FOR SOUND BAR. VERIFY EXACT MOUNTING LOCATION WITH THE ARCHITECTURAL DRAWINGS PRIOR TO ROUGH -IN. <8> 4 PROVIDE JUNCTION BOX AND 120V CONNECTION TO FREEZER THERMOSTATS. VERIFY EXACT MOUNTING LOCATION WITH APPROVED SHOP DRAWINGS. ROUTE 18 GAUGE SHIELDED 2 CONDUCTOR CABLE FROM THERMOSTAT TO RESPECTIVE FREEZER TEMPERATURE SENSOR (ONE FOR EACH FREEZER). PROVIDE FINAL TERMINATIONS TO EQUIPMENT AS REQUIRED. 15 PROVIDE CONNECTION FROM INDOOR UNIT TO OUTDOOR UNIT PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 16 MICROWAVE OUTLET TO BE MOUNTED IN CABINET BELOW. VERIFY EXACT MOUNTING LOCATION WITH THE ARCHITECTURAL DRAWINGS PRIOR TO ROUGH -IN. 17 MICROWAVE OUTLET TO BE MOUNTED IN CABINET ABOVE. VERIFY EXACT MOUNTING LOCATION WITH THE ARCHITECTURAL DRAWINGS PRIOR TO ROUGH -IN. 1g PROVIDE RECEPTACLE FOR EXHAUST FAN. EXHAUST FAN FURNISHED.AND INSTALLED BY FREEZER VENDOR. lg RECEPTACLES ARE MOUNTED AT +6" ABOVE COUNTER BACKSPLASH. 20 ALL OUTLETS IN PLASMA PROCESSING AND SHIPPING SHALL BE MOUNTED AT +28" UNLESS NOTED OTHERWISE. 21 ALL DONOR FLOOR OUTLETS SHALL BE MOUNTED AT +18". A STANDARD 4S JUNCTION BOX SHALL BE UTILIZED FOR ALL DOOR FLOOR OUTLETS WITH 3/4" CONDUIT MAXIMUM BETWEEN OUTLETS. DO NOT DEVIATE FROM CIRCUIT NUMBER SHOWN. OUTLETS SHALL BE LOCATED SUCH THAT THE OUTLET IS CENTERED AT THE DONOR MACHINE. Al 22 NOTE DELETED 23 PROVIDE JUNCTION BOX FOR CONNECTION TO ROLL UP DOOR PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS. PROVIDE THE NECESSARY POWER AND CONTROL CONDUITS AND CONDUCTORS FOR A COMPLETE AND OPERABLE INSTALLATION. 24 ROLL UP DOOR PUSH BUTTON LOCATION. MSA#L18110 z PE co 0 LO 0 r` Q z Q cn x =) p O N O Li � � , U co LU Qa' I U Q m J m -- 1 , W U > 0�� JCV Y W LO a_ I U < CO @ u o m � tl0 • Ilif!!t ` ll��'"�.� . 0 s, �� �J�)i/111fI1111B111�"��, q/2�/2018 GOPYRIGHT0201.7 AGKAL ARGHITEGT5. This document is the. property of Ackal Architects, APG This Document may NOT be copied, reproduced or used without the written consent from Ackal Architects, APG. Project Number: 18-014 Date: Oq/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD rp__ev_1_5_ed:Z!2�ADPENPUM 1,O /21/2018 Sheet Name: POWER PLAN Sheet No. E2,0RO" J� of 5G I I i A A i GENERAL NOTES: 1. THE CONTRACTOR SHALL READ ALL GENERAL NOTES AND SHEET NOTES ON THIS PLAN AND COMPLY WITH ALL CONTENT. NO CHANGE ORDERS WILL BE ALLOWED FOR FAILURE TO COMPLY WITH THE GENERAL NOTES AND SHEET NOTES ON THESE PLANS. 2. VERIFY LOCATION OF ALL DEVICES WITH ARCHITECT/OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. 3. ALL VOICE/DATA CABLES SHALL BE CATEGORY 6 OR CAT 6A. CABLES INSTALLED BY OWNER. 4. THE CONTRACTOR SHALL INSTALL JUNCTION BOXES, RINGS AND CONDUITS FROM OUTLET JUNCTION BOX TO CABLE TRAY. PROVIDE NYLON BUSHING AT CONDUIT END. CONDUITS SHALL BE SIZED APPROPRIATELY TO FACILITATE QUANTITY OF CABLES AS DETERMINED BY THE OWNER'S REPRESENTATIVE. 5. THE OWNER SHALL UTILIZE CABLE TRAY TO ROUTE ALL CABLES FROM THE DEVICE TO THE RACK/TELEPHONE BACKBOARD. 6. THE CONTRACTOR SHALL VERIFY ADDITIONAL REQUIREMENTS WITH THE OWNER'S I.T. STANDARDS PRIOR TO SUBMITTING BID. 7. CABLE TRAY MAIN TRUNKS SHALL BE 12" WIDE. BRANCH TRUNKS SHALL BE 6" WIDE. SUBMIT CABLE TRAY FOR REVIEW. 8. DONOR FLOOR KNEE WALLS AND CONTROL AREA CONDUITS: ROUTE 1 1/4" CONDUIT MAXIMUM FOR (6) CAT 6 CABLES OR 1" CONDUIT WITH (4) CAT 6 CABLES. CABLE QUANTITY BY OWNER. 9. LOW VOLTAGE DEVICES AND FACEPLATE COLORS SHALL MATCH POWER DEVICE AND FACEPLATE COVERS. PROVIDE WHITE FACEPLATES. 10. ALL DEVICES AND FACEPLATES SHALL BE WHITE. THE CONTRACTOR SHALL COORDINATE BETWEEN ELECTRICAL AND LOW VOLTAGE TRADES TO ENSURE THAT POWER AND LOW VOLTAGE DEVICE AND FACEPLATES MATCH. PROVIDE SAMPLES TO l TENANT FOR FINAL COLOR SELECTION. (11. THIS PROJECT REQUIRES A NEW UTILITY COMPANY TELEPHONE/DATA SERVICE. THE 1 CONTRACTOR SHALL COORDINATE WITH THE OWNER AND LOCAL TELEPHONE/DATA I�I �FRVTC'F PROVIDER TO FSTAB ISH A NFW SERVICE. (------------------- r 1 SHEET NOTES: Oi ROUTE 1 1/4" CONDUIT UP WALL TO CEILING SPACE ABOVE TV LOCATION. OPROVIDE 8'H X 3/4" X LENGTH AS INDICATED FIRE -RATED PLYWOOD BACKBOARD WITH 3/4" - 1#6 CU TO MAIN BUILDING DISCONNECT'MBD' GROUND BUS. ROUTE (2) 2" CONDUITS TO UTILITY COMPANY SERVICE ENTRANCE. VERIFY ADDITIONAL REQUIREMENTS WITH PHONE COMPANY PRIOR TO ROUGH -IN. OPROVIDE DATA OUTLET FOR FREEZER TEMPERATURE MONITORING EQUIPMENT. VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. O4 1" CONDUIT STUB FROM VOICE/DATA OUTLET 5S JUNCTION BOX TO CABLE TRAY. ROUTE (2) CAT 6 PLENUM RATED CABLES TO DATA RACK VIA CABLE TRAY. PROVIDE (1) CAT 6 CABLE FOR A SINGLE DATA OUTLET. <s>3/4" CONDUIT STUB FROM MATV OUTLET TO CABLE TRAY. ROUTE PLENUM RATED RG6 COAX CABLE TO 'TBB' VIA CABLE TRAY. LEAVE 10' OF SLACK CABLE AT TELE ROOM FOR TERMINATION BY OTHERS. O6 SUGGESTED BASKET TRAY ROUTING. THE CONTRACTOR SHALL FIELD VERIFY ROUTING WITH THE OWNER'S LOW VOLTAGE CONTRACTOR, EXTEND BASKET TRAY ALL THE WAY INTO IT ROOM ABOVE IT RACK AS INDICATED. O7 PROVIDE PHONE/DATA OUTLETS. DEVICES ARE MOUNTED IN A MULTI -COMPARTMENT, Al FLUSH FLOOR STYLE FLOOR BOX. REFER TO SHEET E2.0 FOR ADDITIONAL 1 INFORMATION. COORDINATE COVER PLATE STYLE WITH THE INSTALLED FLOOR COVERING TO PROVIDE A FLUSH FLOOR INSTALLATION. 1 O8 PROVIDE 5S JUNCTION BOX WITH SINGLE GANG MUD RING ADJACENT POWER RECEPTACLE FOR PLASMA MACHINE. PROVIDE 1" CONDUIT STUBBED FROM JUNCTION BOX TO CABLE TRAY. ROUTE (2) CAT 6 PLENUM RATED CABLES TO DATA RACK VIA CABLE TRAY. O9 PROVIDE 5S JUNCTION BOX MOUNTED BELOW RECEPTION AREA IN CLOSEST CABINET TO DOOR FOR TV CONTROL. VERIFY EXACT MOUNTING LOCATION WITH IMMUNOTEK IT EQUIPMENT INSTALLER. ROUTE 1 1/4" CONDUIT WITH BUSHING TO ABOVE ACCESSIBLE CEILING. PROVIDE ANOTHER 5S JUNCTION BOX ADJACENT TV CONTROL JUNCTION BOX WITH 1" CONDUIT BETWEEN. CONTRACTORS RESPONSIBILITIES: 1. PROVIDE AND INSTALL CABLE TRAY, CONDUIT AND JUNCTION BOXES IN WALLS AND ABOVE/BELOW COUNTERS FOR NETWORK DROPS, 2. PROVIDE CONDUIT IN WALLS FROM THE JUNCTION BOX TO THE CABLE TRAY FOR EACH. WHERE CEILING IS PLENUM RATED, PROVIDE CONTINUOUS CONDUIT FOR A WIRING WITHIN CEILING. 3. CONDUIT STUBBED TO THE CABLE TRAY SHALL RECEIVE A PLASTIC RING TO PREVENT DAMAGE TO WIRING DUE TO RUBBING THE CUT END OF THE CONDUIT. 4. ALL LOW VOLTAGE CABLES ARE TO BE ROUTED WITHIN THE LOW VOLTAGE CABLE TRAYS TO THE MAXIMUM EXTENT POSSIBLE. 5. PROVIDE AND INSTALL FULLY MONITORED AND CODE APPROVED FIRE ALARM SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR HIRING A STATE LICENSED FIRE ALARM SYSTEM COMPANY FOR DESIGN AND INSTALLING THE COMPLETE SYSTEM. THE DESIGN AND SUBMITTALS FOR THIS SYSTEM SHALL BE PROVIDED BY THE CONTRACTORS LICENSED FIRE ALARM COMPANY AND SUBMITTED TO ANY AND ALL STATE AND OR LOCAL AGENCIES AS REQUIRED FOR REVIEW AND APPROVAL, A COPY OF THE SUBMITTAL SHALL ALSO BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO SUBMITTING TO CODES FOR REVIEW. OWNER RESPONSIBILITIES: 1. PROVIDE AND INSTALL RAW CABLING FOR DATA (CAT6), WI -FI (CAT 6A), VOICE (CAT6), CATV, SURVEILLANCE CAMERAS, DETECTION AND BURGLARY ALARM SYSTEMS. FACEPLATES FOR VOICE/DATA, BLANK WALL PLATE INSERTS AND CAT6 WALL PLATE INSERTS SHALL BE PROVIDED AND INSTALLED BY TENANT. 2. TERMINATE ALL ETHERNET CAT6 CABLE RUNS AT BOTH WORKSTATIONS AND PATCH PANELS ENDS. 3. TERMINATE CAN CABLES. 4. PROVIDE AND INSTALL TV SETS AND DVD PLAYERS. 5. TEST CAN AND MOVIE PLAYER SYSTEM. 6. TERMINATE CCN CAMERA CABLES, INSTALL CAMERAS, CAMERA POWER AND DVR. iJ 1/4" = 1'-0" 10 DEVICES MOUNTED IN MILLWORK. COORDINATE DEVICE LOCATION, CONDUIT ENTRY ETC. WITH THE MILLWORK SHOP DRAWINGS SUCH THAT THERE ARE NO CONFLICTS WITH THE MILLWORK AND OUTLET LOCATIONS. 11 ROUTE 1 1/4" CONDUIT UP WALL TO CABLE TRAY. 12 IMMUNOTEK IT PROVIDED CEILING MOUNTED DATA OUTLET FOR WIRELESS ACCESS POINT. 13 OUTLET MOUNTED AT +6" ABOVE COUNTER BACKSPLASH, 14 PROVIDE 5S JUNCTION BOX WITH BRUSHPLATE FOR SOUND BAR SIGNAL. LOCATE JUNCTION BOX IMMEDIATELY ADJACENT SOUND BAR RECEPTACLE. ROUTE 1 1/4" CONDUIT WITH BUSHING TO ABOVE ACCESSIBLE CEILING. 15 ALL OUTLETS IN PLASMA PROCESSING AND SHIPPING SHALL BE MOUNTED AT 28" UNLESS NOTED OTHERWISE. <8> 6 STUB (2) 3" CONDUITS WITH BUSHINGS ON EACH END FROM BASKET TRAY TO IT RACK. EXTEND CABLE TRAY TO IT ROOM AS INDICATED. 17 MOUNT JUNCTION BOXES DIRECTLY BELOW RECEPTACLES THAT ARE MOUNTED AT +26". 18 NOTE DELETED 19 PROVIDE WP 4S JUNCTION BOX WITH SINGLE GANG MUD RING FOR CARD READER. VERIFY EXACT MOUNTING LOCATION WITH THE ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH -IN. ROUTE 3/4" CONDUIT WITH BUSHING TO CABLE TRAY. 20 APPROXIMATE LOCATION OF AT&T TELEPHONE SERVICE PEDESTAL #S2674. THE CONTRACTOR SHALL COORDINATE NEW PHONE SERVICE FOR IMMUNOTEK WITH THE OWNERS REPRESENTATIVE. <8> 1 APPROXIMATE LOCATION OF BRIGHT HOUSE DATA/INTERNET SERVICE ENTRANCE. THE CONTRACTOR SHALL COORDINATE NEW DATA/INTERNET SERVICE FOR IMMUNOTEK WITH THE OWNERS REPRESENTATIVE. 7. PROVIDE AND INSTALL ALL VIDEO SURVEILLANCE CAMERAS, MOUNTS, RECORDER AND DISPLAY. 8. PROVIDE AND INSTALL ACCESS ALARM SYSTEM THAT MEET ALL CODE REQUIREMENTS. 9, PROVIDE AND INSTALL FREEZER TEMPERATURE SENSOR, MONITORS AND ALARMS. 10. PROVIDE AND INSTALL ALL COMPUTERS, PRINTERS, TIME CLOCKS AND OTHER USER EQUIPMENT. 11. PROVIDE AND INSTALL RAW CABLING FOR DATA (CAT 6), VOICE (CAT 6), WI -FI (CAT 6A), CATV, SURVEILLANCE CAMERAS, DETECTION AND BURGLARY ALARM SYSTEMS. OWNER RESPONSIBILITIES FOR NETWORK RACK INSTALLATION: (OWNER TO PROVIDE AND INSTALL) 1. ENCLOSED 19" EQUIPMENT CABINET AND ACCESSORIES. 2. FLOOR BOLTS AND BOLTING OF RACK TO FLOOR. 3. SWITCH METERED PDU WITH ATS. 4. 24 AND 48 PORT PATCH PANELS. 5. 3.5" DIAMETER PVC PACK -TOP CONDUIT (STOVE PIPE). 6. RACK MOUNT UPS. 7. UPS NETWORK MANAGEMENT CARD WITH TEMP SENSOR.. 8. PATCH CABLES FOR RACK AND WORKSTATION. 9. CENTRAL TELEPHONE SYSTEM (PBX) AND ACCESSORIES. 10. VIDEO SURVEILLANCE SYSTEM (DVR) AND ACCESSORIES. RECEPTION y I Z3" � ,+23"® +® J +26" 11 z C l- a C a C c. a G C c� U LL C a a a M N 0 0 Q z L x O ti E N U u i LO W oo co U Q � U Q C~ QJ 11 U r L -1 (V LU a- < � cu o m � luu' IJ ��•� 0 39" i ; -�Jc1 f�,��� \� Jill L9/2-7/201 9/27/2018 COPYRIGHT©201"7 AGKAL AFGHITEGT5. This document Is the property of Ackal Architects, APG Tnie Document may NOT be copied, reproduced or used without the written consent from Ackal Architects. APG. Project Number: 18-014 Date: 09/13/2018 Project Architect: E3.A. Project Manager: A.I. Drawn By: G.L. File Name: SANFORD Rev i5ed:2 ADDENDUM 1, Oq/21/2018 Sheet Name: 516NAL PLAN Sheet No. E201R 5h of 59 J — - WP MALTA T_\»_IaI 1/8" = 1'-0" m I I 1 i I , 1 i 1 I I I I � i i 1 i 1 1 1 1 I I 1 I a 1 I 1 1 1 I I 1 1 I I I � I I I I O � I , I , I , I , 1 I 1 � 1 I 1 I I f � I I I I I 1 I I ; ----------------- V I ,u I r WP .y GENERAL NOTES: 1. THE CONTRACTOR SHALL READ ALL GENERAL NOTES AND SHEET NOTES ON THIS PLAN AND COMPLY WITH ALL CONTENT. NO CHANGE ORDERS WILL BE ALLOWED FOR FAILURE TO COMPLY WITH THE GENERAL NOTES AND SHEET NOTES ON THESE PLANS. 2. VERIFY LOCATION OF ALL DEVICES WITH ARCHITECT/OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. 3. ALL VOICE/DATA CABLES SHALL BE CATEGORY 6. CABLES INSTALLED BY OWNER, 4. THE CONTRACTOR SHALL INSTALL JUNCTION BOXES, RINGS AND CONDUITS FROM OUTLET JUNCTION BOX TO CABLE TRAY, PROVIDE NYLON BUSHING AT CONDUIT END. CONDUITS SHALL BE SIZED APPROPRIATELY TO FACILITATE QUANTITY OF CABLES AS DETERMINED BY THE OWNER'S REPRESENTATIVE. 5. THE OWNER SHALL UTILIZE CABLE TRAY TO ROUTE ALL CABLES FROM THE DEVICE TO THE RACK/TELEPHONE BACKBOARD. 6. THE CONTRACTOR SHALL VERIFY ADDITIONAL REQUIREMENTS WITH THE OWNER'S I.T. STANDARDS PRIOR TO SUBMITTING BID. 7. CABLE TRAY MAIN TRUNKS SHALL BE 12" WIDE. BRANCH TRUNKS SHALL BE 6" WIDE. SUBMIT CABLE TRAY FOR REVIEW. 8. DONOR FLOOR KNEE WALLS AND CONTROL AREA CONDUITS: ROUTE 1" CONDUIT MAXIMUM FOR (6) CAT 6 CABLES OR 3/4" CONDUIT WITH (4) CAT 6 CABLES. CABLE QUANTITY BY OWNER. 9, LOW VOLTAGE DEVICES AND FACEPLATE COLORS SHALL MATCH POWER DEVICE AND FACEPLATE COVERS. PROVIDE WHITE FACEPLATES, 10. ALL DEVICES AND FACEPLATES SHALL BE WHITE. THE CONTRACTOR SHALL COORDINATE BETWEEN ELECTRICAL AND LOW VOLTAGE TRADES TO ENSURE THAT POWER AND LOW VOLTAGE DEVICE AND FACEPLATES MATCH, PROVIDE SAMPLES TO TENANT FOR FINAL COLOR SELECTION. 11, REFER TO SHEET E2.1 FOR ADDITIONAL LOW VOLTAGE REQUIREMENTS. SHEET NOTES: OROUTE (1) PLENUM RATED CAT 6 CABLE FROM IP CAMERA TO DATA RACK IN DATA ROOM VIA CABLE TRAY. 1 < c c c c C C c G L C c c M W Fff co 0 Ln 0 r` Q z Q cn x D 2 O ;_ N O W U W co cn Qrn 1 U W r-- (D c0`) 1 1 w ` J N w LO W I U Q00 c� U � � o m .03 VP vI OR1� �i ASi' 9/2-7/2018 GOPIRIGHT02011 AGFAL A2GHITE1_T5. Tni5 document 15 the property of Ackal Architects, APG Tht5 Document may NOT be copied, reproduced or used without the written consent from Aokal Architects, APG. Project Number: 18-014 Date: 09/13/2018 Project Architect: B.A. Project Manager: A.D. Draum By: G.L. File Name: SANFORD Revised: ADDENDUM 1, ON/21/2018 Sheet Name: GAMERA PLAN Sheet No. E202R 57 of 519 11 4 I t I I i lL H WLUv J O tf1 N LU LL LU � v 7- 0 pw W� 00 � LU pz z ON — NN .03 VP vI OR1� �i ASi' 9/2-7/2018 GOPIRIGHT02011 AGFAL A2GHITE1_T5. Tni5 document 15 the property of Ackal Architects, APG Tht5 Document may NOT be copied, reproduced or used without the written consent from Aokal Architects, APG. Project Number: 18-014 Date: 09/13/2018 Project Architect: B.A. Project Manager: A.D. Draum By: G.L. File Name: SANFORD Revised: ADDENDUM 1, ON/21/2018 Sheet Name: GAMERA PLAN Sheet No. E202R 57 of 519 11 4 I t I I i C�-- - --- - 0L1-18,20, 1/8" = 1'-0" Da Db Dc Dd 8 De Df 2 48" FINISHED FLOOR LIES]orffl ° kTa W WE J 11 0 L0 0 r` z cn x :D 1�9 Oti J E N O W Ln LU � d � U�m� Q� w L � Q � o � � J CV x w � W i U _ CO cu Ln r- "o rls ltrrr,�f ffff z �`^, fgrpiltll16�15�'� 9/27/2018 GOPYRISHT®2011 AGKAL ARCHITECT_ This document is the property of Ackal Architects, APG This Document may NOT be copied, reproduced or used without the written consent from Ackal Architects, APG. Project Number: 18-014 Date: 09/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised:QADDENDUM 1, 0'/21/2016 Sheet Name: LIGHTING PLAN Sheet No. _t23K • 55 of 59 i A A i 4 GENERAL NOTES: 1. THE CONTRACTOR SHALL READ ALL GENERAL NOTES AND SHEET NOTES ON THIS PLAN AND COMPLY WITH ALL CONTENT. NO CHANGE ORDERS WILL BE ALLOWED FOR FAILURE TO COMPLY WITH THE GENERAL NOTES AND SHEET I NOTES ON THESE PLANS. 2. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS FOR THE EXACT MOUNTING LOCATION OF ALL DEVICES PRIOR TO ROUGH -IN. 3. ALL LIGHT FIXTURES SCHEDULED WITH A BATTERY PACK OR DESIGNATED 'NL' SHALL BE CIRCUITED WITH AN UN -SWITCHED HOT CONDUCTOR. 4. ALL MOTION DETECTORS/OCCUPACY SENSORS SHALL BE INFRARED/MICROPHONE DUAL TECHNOLOGY TYPE. 5. THE CONTRACTOR SHALL COORDINATE DEVICE AND FACEPLATE COLORS/STYLE WITH THE ARCHITECT PRIOR TO INSTALLATION. 6. ALL LIGHTING CIRCUITS SHALL BE ROUTED THROUGH LIGHTING CONTROL PANELS AS SCHEDULED ON SHEET E0.3. LIGHTING CONTROL PANEL SHALL OVERRIDE ALL LOCAL SWITCHING INDICATED ON THIS PLAN. 7. THE WORD "PROVIDE" MEANS FURNISH, INSTALL, FEED, AND CONNECT WITH ALL ACCESSORIES AND ANCILLARY EQUIPMENT FOR A COMPLETE AND OPERABLE (1 2 Y?INSTALLATION. �t i ! L1-6,801 L1-2,4< SHEET NOTES: S1 S1i Q t S1 ! S1 ' 1 0 EXTEND AND CONNECT CIRCUITING FROM JUNCTION BOX TO OUTLETS IN AREA WITH 3 t 3 i i 3 ! 3 SAME CIRCUIT NUMBERS, ROUTE #12 CONDUCTORS (MINIMUM) THROUGHOUT, UNLESS L1. L1 --L2 ----------------- NOTED OTHERWISE. _ S1 L2E L2E � � �� i L2 I-- I � i I 0 I r"�.�..` � L2 - r -L1 � I _ ._..� _ - _ _ _ T I 0 LIGHTING CONTROL PANEL OVERRIDE SWITCH. VERIFY EXACT MOUNTING LOCATION 3 - - _ - _ ® v ----------r 1 WITH END USER. _ 22. ! 2z;r t 2 j I ! i h t 20 2a - 8 ' ! _ 6t _f 4b--- - 2a= - i 3 PROVIDE PROVIDE MANUAL CONTROL OF CEILING MOUNTED OCCUPANCY SENSORS. PROVIDE — i ALL POWER AND CONTROL CONDUITS AND CONDUCTORS AS REQUIRED. _ _ - I - - ! I j ( ! ..., , L1E _ L1 _1 1 L1E ET L1 - _1E 1 r' Y,i 4 THE CONTRACTOR SHALL COORDINATE THE EXACT MOUNTING LOCATION OF 'L5' L2E0DOWNLIGHTS TT IN FURRED DOWN CEILING ELEMENT WITH IMMUNOTEK REPRESENTATIVE - — - — - — - - - ° _ _ - L2 -"LSE I 4b 2 8d' - - 6� 4 _ „ -L-6- - -; PRIOR TO ROUGH -IN. DO NOT CENTER LIGHTS IN FURRED DOWN CEILING. THEY ARE F r. L2 - L2E r L2- I t l ' 31 ❑ I t� TO BE OFF -CENTER LOCATED TOWARDS THE WAITING AREA. L2E 2 2 ! - I� I _ i I� � � 1 � i .� L1 -- -Lll I L1 _ L1 Ll i i� o j 5 PROVIDE WALL MOUNTED DIMMING SWITCH WITH INTEGRAL OCCUPANCY SENSOR. 22i 2 I j i �0 • _ - - - - j TYP OF 8 DIMMER SHALL BE 0-10V CAPABLE. ROUTE 4 CONDUCTOR SWITCH LEGS AS REQUIRED. 22 5't .�i F� ILI .,'• .. L-2 •.• L2: - ` r 6c - 4b' _ 2a I 8" 6� PROVIDE WALL MOUNTED OCCUPANCY SENSOR. l L2 j - -. . ` .: r L T INSTALL NEW FIXTURE IN REMOVED FIXTURE LOCATION. I 2 L2� Lam_ ZI L`2�I 2 ; i L - L1 -� L -1E L1 }v L -1E-1- E- i "k L6 8 0 ALL DIMMER SWITCHES SHALL BE 0-10V DIMMING SWITCHES RATED FOR THE LOADS f s j i i •,. I -� ! r� 03 ❑ ! !; INDICATED ON PANEL SCHEDULES. ROUTE 4 CONDUCTOR SWITCH LEGS AS REQUIRED. C�-- - --- - 0L1-18,20, 1/8" = 1'-0" Da Db Dc Dd 8 De Df 2 48" FINISHED FLOOR LIES]orffl ° kTa W WE J 11 0 L0 0 r` z cn x :D 1�9 Oti J E N O W Ln LU � d � U�m� Q� w L � Q � o � � J CV x w � W i U _ CO cu Ln r- "o rls ltrrr,�f ffff z �`^, fgrpiltll16�15�'� 9/27/2018 GOPYRISHT®2011 AGKAL ARCHITECT_ This document is the property of Ackal Architects, APG This Document may NOT be copied, reproduced or used without the written consent from Ackal Architects, APG. Project Number: 18-014 Date: 09/13/2018 Project Architect: B.A. Project Manager: A.D. Drawn By: G.L. File Name: SANFORD Revised:QADDENDUM 1, 0'/21/2016 Sheet Name: LIGHTING PLAN Sheet No. _t23K • 55 of 59 i A A i 4