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HomeMy WebLinkAboutMaster Plani Il i h' F i F �v v. ♦ _ a IN GENERAL NOTES CODES DEX OF DRAVVINWE"Oh Sam avvmamm i SOUTHERN STANDARD BUILDING CODE, I. THE CONTRACTOR SHALL IN THE WORK OF ALL TRADES, PERFORM ANY 999 EDITION CLUBHOUSE: N DESCRIPTION j OCCUPANCY GROUP = GROUP A2 - SMALL ASSEMBLY AND ALL CUTTING AND PATCHING NECESSARY TO COMPLETE THE NATIONAL ELECTRIC CODE CONSTRUCTION TYPE : TYPE VI, i WORK, AND SHALL PROTECT THE EXISTING BUILDING FROM DAMAGE APPLICABLE EDITION CAUSED BY THE WORK. THE CONTRACTOR SHALL REPAIR AND RESTORE UNPROTECTED, UNSPRINKLED THE EXISTING CONSTRUCTION TO ITS ORIGINAL CONDITION TO THE ALL OTHER RULES, REGULATIONS, AND CODES HA IN,JURISDIGTION SATISFACTION OF THE OWNER AND THE ARCHITECT. PERMITTED PROPOSED 4 ARCHITECtURAL DRAWINGS STRUCTURAL DRAWINGS MEAN BUILDING HEIGHT: 40' 2- THE CONTRACTOR SHALL NOT DISRUPT EXISTING SERVICES, APARTMENTS: NO. OF STORIES I 1 I al TITLE 6HEET 51.1 BLDG I FOUNDATION 'I OPERATIONS, OR UTILITIES WITHOUT OBTAINING OWNERS PRIOR OCCUPANCY GROUP :GROUP R2 -APARTMENTS � Csl2 SITE PLAN SI2 BLDG 1 FLOOR FRAMING APPROVAL AND INSTRUCTIONS IN EACH CASE -CONSTRUCTION, TYPE TYPE V, AREA (MULTI -STORY) 5000 4113 UNPROTECTED, UNSPRINKLED G13 HANDICAP REQUIREMENTS .513 BLDG I ROOF FRAMING 3. COORDINATE DEMOLITION AND CONSTRUCTION TO REMAIN, SO AS TO 52.1 BLDG 2 FOUNDATION PROVIDE THE BEST POSSIBLE JOINT OR UNDERLAYING SURFACE FOR PERMITTED S FIRE PROTECTION REQUIREMENTS THE NEW WORK AS PER TABLE 600, S.B.G. AIJ BUILDING I PLAN S22 BLDG 2 FLOOR FRAMING MEAN BUILDING HEIGHT : 55' 22'-11 1 523 BLDG 2 ROOF FRAMING Al2 BUILDING 2 PLAN i' STORIES 2 2 4. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM 70 THE NO. OF STRUCTURAL REQUIRED PROPOSED DESIGN AiROOF PLANS 53.1 Cx RAGE FOUNDATION REQUIREMENTS OF LOCAL CODES. AREA (MULTI -STORY) 12,000 SOFT. 0,220 SQl ELEMENT RATING RATING NO, AL4 CLUBHOUSE PLAN 532 G RAGE ROOF FRAMING 5, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR FIRE PROTECTION REQUIREMENTS INTERIOR BEARING WALLS 0 0 - A GARAGE PLAN 54.1 CLUBHOUSE FOUNDATION d ROOF FRAMING THE VERIFICATION OF ALL ELEVATIONS, CONDITIONS, AND DIMENSIONS AS PER TABLE 600, S.B.C. INTERIOR NON -BEARING WALLS 0 0 - 55.1 NOTES ` a PRIOR t0 GOMMENCIN& CONSTRUCTION. STRUCTURAL REQUIRED PR PO ED DESIGN COLUMNS 0 0 - 652 DETAILS ELEMENT RATING t NO.,BEAMS, GIRDERS, TURSSES 0 0 - 6. ANY CONFLICTS OR OMISSIONS BETWEEN THE VARIOUS ELEMENTS OF INTERIOR BEARING WALLS 0 0 - A2.1 BUILDING I -ELEVATIONS S53 DETAILS THE WORKING: DRAWINGS AND GENERAL NOTES SHALL BE BROUGHTINTERIOR NON-BEARINIx WALLS 0 0_ ROOF CEILINGS 0 0 - �2 BUILDING 2 ELEVATIONS TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY AND BEFORE EXTERIOR BEARING WALLS 0 0 A23 ENLARGED ELEVATIONS f. PROCEEDING WITH ANY WORK SO INVOLVED. DO NOT SCALE COLUMNS 0 0 _ MEdP DRAWINGS DRAWINGS BEAMS, GIRDERS, TURS5ES 0 04 CLUBHOUSE ELEVATIONS P-I BLDG i PLUMBING FIRE PROTECTION REQUIREMENTS : A2,5 GARAGE ELEVATIONS I P R E -2 I RI SER R ROOF CEILINCx 1 FIRE RESISTANG PARTITIONS BLDG R SE `1. THE GENERAL CONTRACTOR SHALL COORDINATE AND VERIFY WITH ALL EXTERIOR SEARING WALLS 0 0 E N SUBCONTRACTORS THE SIZE AND LOCATION OF ALL PIPINGS, DUCTWORK, - AS PER TABLE 100, S.B.C. P 3 $ 2 PLUMING TRENCI-IES, SLEEVES, SPECIAL BOLTING FOR EQUIPMENT CONDUITS, FIRE PROTECTION IQUI M NTS : FIRE RESISTANCE t T ONS A3.1 BREEZEWAY P-4 BLDG I RISER ETC. AS PER TABLE -100, S.B.C- VERTICAL SHAFTS: NONE A3.2 STRUCTURAL SCHEDULE d NOTES P-5 UNITS A t $ OCCUPANCY SEPARATIONS: 2 PR P b CLUBHOUSE PLUMBING 8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS VERTICAL SHAFTS: 2 HR TENANT SEPARATIONS: NONE AiEXTERIOR DETAILS P 7 CLUBHOUSE RISER AND METHODS FOR DEMOLITION. THE CONTRACTOR SHALL INFORM OCCUPANCY SEPARATIONS: I HR P 8 DETAILS, SCHEDULE 4 NOTES THE ARCHITECT OF ANY CONDITIONS THAT WOULD AFFECT THE TENANT SEPARATIONS: i HR All DETAILS STRUCTURAL INTEGRITY OF THE BUILDING PRIOR TO PROCEEDING WI'll DEMOLITION. AC-1 $LDG 1 A5.1 SCHEDULES S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING ALL FINISH AC-2 BLDG 2 x SURFACES CLEAN AT COMPLETION OF THE WORK AND SHALL REMOVE AC-3 UNITS A d 8 SYMBOLS ABB�VIATIONS ALL EXCESS MATERIAL AND DEBRIS FROM THE JOB REGULARLY. AC-4 CLUBHOUSE All PLAN AI FLOOR PLAN AC-5 DETAILS, SCHEDULE d NOTES 10. JOB SITE MEASUREMENTS ARE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND/OR SUBCONTRACTOR AND MUST BE TAKEN FOR ALL 2 DETAIL NUMBER A62 PLAN A2 FLOOR PLAN ITEMS A ALL SUBCONTRACTORS PRIOR AN FABRICATION. ADJ- ADJUSTABLE NO. NOT IN CONTRACT A63 FLAN $1 FLOOR PLAN DETAIL REFERENCE C AL. A�'iur °rs. NUMBER ro SABLE Al PLAN 62 FLOOR PLAN A-:z SHEET NUMBER APPROX APPROXIMATE O AN A CLUBHOUSE FLOOR PLAN 11. GENERAL CONTRACTOR RESPONSIBLE FOR INSTALLING SOLID oa oVERALI A65 PARTIAL 41 BLOCKING BE ALL SHELVING, CABINETS, ETC., OR EQUIPMENT BD' BOAS J� O�U� 46b PARTIAL CLUBHOUSE FLOOR PLAN BLDG. BUILDING O.C. ON CENTER REQUIRING BACKING. BLK BLOCK OD. ourslDE DIAMETER ST. LLCIE COLS TY FIRE DISTRICT ul BLKG- BLOCKING OF.CJ. OWNER RURNISW eM. BEAM CONTRACTOR INSTALL REVIE« ED FOR CO-NIPLLANCE P.Or- BOTTOM Ol OFFICE A'i,1 DOOR t WINDOW DETAILS 12. GENERAL CONTRACTOR RESPONSIBLE FOR INSTALLING A DUST ELEVATION NUMBEF� SLBJECT TO FIELD INSPECTIONS I ELEVATION RE REFERENCE JPNG. OPENING Ail INTERIOR DETAILS 1 PROOF BARRICADE d PROTECT THE MALL FLOOR SHEE T NUMBER �- CEMENT OFP. OPPOSITE SEE ATTACHED REVISION SHEET cER CERAMIC PL. PLATE I :E`TENTt D BY: �'• � A1,.. 'n CAST IRON I Li BLASTER 'DATE: 1 t t CLR CLEAR PLYWD. PLYWOOD COL COLUMN PR PAIR �_ col CONCRETE nr�CAST SECTION NUMBER conCONNECTION F. xTREATED 5EECTiON REFERENCE TCONT. OnNTNUOUS 1. SH E I NLIMBE=R CTSK COUNTERSUNK PIN. PA�T'itILTI�ONVICINITY MAPFIR t �-. DECOR DECORATIVE QT. QUARRY TILE DST. DETAIL /1 DF. DOUGLAS FIR R RISER ' DIA DIAMETER RAO. RADIUS DIM- DIMENSION Rill REINFORCE Drt DOWN REo. RECdIIRED ST. LUC1E COON paw SPOUT Fil ROOM BUILDING DIVISION f 1', DW3 DRAWING Ro- ROUGH OPENING I, WALL NUMBE:R EA. EACH RWL. RAIN Ri OWOOD LEADER REVIEWED ED ROOM NUMBER AND F� s FOR C®1Mpfv A REVIEWS BY " , C DATE INTERIOR �LI-`✓. Ea C. EGIUALELEVATfCAL SCHED- SCHEDULE P NS NDP RMIT INTERIOR ELEVATION 4 SH ET NUMBER EXH. EXHAUST SH7. SHEET MUST BE KEPT JOB OR REFERENCE EXP. EXPANSION SIM. SIMILAR r EXT. EXTERIOR Sa. Si NO INSPECTION WILL BE MADE EXIST- EXISTING Si STAINLESS STEEL STD. STANDARD F.A.U. FORCE AIR UNIT STL STEEL FN.C- FIRE HOSE CABINET $TOR 9TOR44E FIN. FINISH STRICT. STRUCTURAL v 0 ROOM REFERENCE 102 FL FLooR SYM. SUSPENDED R OM NUMBER FLASH. FLASHING STM. BYMMETRICAL ® D FLUOR FLUORESCENT`._ FO.M FACE OF FINISH T. TREADFDM- FACE O= MASONRY TIC. TTOPEL OF CURB FOES. FACE OF STUD TEL. TELEPHONE RE.:.SIONS CONSULTANTS F7. FOOT)FEET TKo TONGUE AND GROOVwomonsinsmim DOOR REFERENCE /�� �\ p .p y� FrG Foorlr T'O.C. TOPO=CHI r D / I OIL N41',Ie�.ER GA GAUGE TOFR TOE OF FRAMNs L,t �a ga GALVANkZED TALE TOP LEDGER0 DATE REVISIONS RCHITECTS MEW GL GLASS Ti TOP OF PLATE Ill C.P.GRADE T.OAL. TOP OF PLATE WAYNE BERENBAI.IM ARCHITECTS AW FLORIDA ENGINEERING SERVICES GYP, GYPSUM TYPE TYPICAL KEYNOTE SYSTEM HIS, HOSE BIBS uJx UNLESS OTHERWISE NOTED 10180 LEXINGTON ;ESTATES BLVD 34 NW lbbil STREET WINDOW REFERENCE O WINDOW NUMBER H.C. HOLLOW COW BOCA RATON, FL 33428 NORTH MIAMI BEACH, FL 3311 7WD; W: HARDWOOD VERM VERTICAL ` — ----._-. --- HOWE. HARDWARE \&ST. VESTIBULE (561)2n-5553 (305)$53.0232. HGT• HEIGHT Vfs.DF. VERTICAL GRAIN A keynote system is used on the drawings for materials references and notes. NM. HOLLOW METAL DOUCL.AS FIR STRUCTURAL ENGINEER Refer to keynote legend on the drawings for information which relates to HORIZ. HORIZONTAL T each keynote Symbol On the respective drawing. ID. INSIDE DIAMETER W/o WITH YKA CONSULTING ENGINEERS NOTE REFERENCE REFERENCE NUT-i NLAND. INCANDESCENT W.C. WATER CLOSET 6500 ROCxERS CIRCLE, SUITE 8000 49 Each keynote symbol consists of a 5-digit number followed by a period and a INSUL. INSULATION Li WOOD INT. INTERIOR WOW. WINDOW J BOLA BATON, FL 3348'i letter suffix. The 3-digit number relates to the specification section which W.H. WATER HEATER py Q generally covers the item that is referenced, and the letter suffix identifies the JAtl JANITOR WSCT. WAINSCOT (561) 719V-V/fX/✓ WEIG tT J specific reference notation used on the drawing. The letter suffix does not Jr. olnrr U - relate to any correspondtng reference letter in Specification. LAM LAMINATE SYMBOLS SYMBOLS -----._-------_--------'-_ REVISION REFERENCE VISION NUMBER 14 Li LAVATORY LOC. LOCATION • AND DATES 14 MAY 2001 THE ORGANIZATION OF THE KEYNOTE SYSTEM ON THE DRAWINGS,NGLE WITH THE KEYNOTE REFERENCE NUMBERS RELATED TO THE MAXMil MAXIMUM c AT SF EGIFICA710NS SECTIONS NUMBERING SYSTEM, SHALL NOT CONTROL Mill MECIiANIGAL c CENTER LINE PROD. 200I 00 THE CONTRACTOR iN DIVIDING THE UJORK AMONG SUBCONTRACTORS �T "ATa DIAMETER OR ROUND P'FR MANIJFAGTURER PERPENDICULAR . OR IN ESTABLISHING THE EXTENT OF WORK TO SE F ERFORMED BT Mill MINIMUM • POUND OR NUMBER ANY TREADS. MISG. MISCELLANEOUS, , x , ^' s. l MIl MASONRY OPENING ^ram SHEETNO. MID. MOUNTED ' SUFFIX MILL. MULLION ~, r, Example : 04400.15 AUG20201 Gimil PREFIX OF if Ing r: 5 16 1 7 1 8 g 10 111 12 3 14 AJE R AL KEYING LEGEND .n� 2. Usable bathrooms shall provide the following,'- -- ` FAIR' HOUSING AMENDMENTS ACT OF 1988=• . All bathrooms in thedwelling unit comply wl h the provisions. of. paragraph (a); or , , ' '•_• , I GENERAL ;7,zr� At least one bathroom In the dwelling unit omplies with the provisions of paragraph^*^,- Information contained on sheet FHA-1a intended o. ovi aand all other. bathrooms and powder room$ within Ithe dwellipg. unit must be an an "',s t lift d accessible route with usable en ddetailed technical provlstors. fior features within o dwellings unit. try oars In cpwdonce wi{h�the g4ldellneS for ,` +Regwrementa 3 and At MyOsIScope requirements are provided within these specificattans, However, in multistorydwelling units, only thee bathrooms an thhe accessible level are °'% ""' o', a.r These ntractor Eros in to way relieve• subject to the re uirements of the act. Wh red 1 q powder room is theanlg fgcility ,the contractor from obtaining and. conforming with the atandarda •,referenced herein. P rygwellin unit, the powder room. must sub act tot the ore ono of pa o9 tin h a ear ragi ph 8b). Powder rooms that -are NOTEnIf dooriyOTE: ye ln, If door NOTE: x 12 in. if thedoor rovided on the accessible level of a multiat dJ q e: reinforcements for, grab ber$.,as provided hoe bpeer a iai 1No a e has a closer and a latch The act is a federal civil rights law, and as such all new construction must comply with the act. in the guideline for Requirement 6. ' Where state and local codes differ in technical aspects and or scope requirements. with the act, the more stringent shall be followed. See architectural drawings for designation of type bathroom provided. FIGLMIRE #I. PICOURIE 02 a, The act applies to all covered multi -family dwellings containing 4 or more dwelling units if such - Usable door' Clearer=* at dwelling unit erd.r • "'r buildings have one or more elevators, and all ground floor dwelling unite to other buildings o y g door an aGceaslbis route on exterior aide containing four or more units. (a) Bathrooms that have reinforced walla f r grat bare '(see Requirement 6) would meet the act iL. __ + Note: for a unit to fall within the act, all finished living space must be on the some floor. MUIti-story, dwelling units are covered on the primary entry level in .buildings with elevators. (1) Sufficient maneuvering space is providedwithin the bathroom for a II TECUNICAL REQUIREMENTS person using a whaslchair or other mobdlty aid to enter and dose the door, use the fxtureR reopen the door and exit. Doors may awing into _ the clear floor space provided a{ anyfixture If the maneuvering space is provided. Maneuvering spaces may include aykneespace or toespace available below bathroom fixtures. Paragml mtwNdwlr ,PAcs 3. In multistory dwelling units in buildingswith elevators, the story of the unit that is served approach) is at least V-5'deep.. [See Figure # 5(c)]. by the building elevator (a) is the primary entry to the unit, (b) complies with Requirements 2 through 7 with respect to the rooms located on the entry/accessible floor; and (c) contains (A) Bathtubs and tub/showers located In thil bathroom provide a clear occess a bathroom or powder room which complies with Requirements 7. (Note: multistory aisle adjacent to the lavatory that is at least 2'-6'wide and extends for a dwelling units in non -elevator buildings are not covered dwelling units because, in such length of 4'-01'measured from the foot of the bathtub). [See Figure # 6.] cases, there is no ground floor unit.) (vit) Stall showers In the bathroom may be of any size or configuration.. A 4. Except as provided in paragraphs (5) and (6) below, thresholds at exterior doors, including minimum clear floor some 2'-6' wide by 4'-0' should be available outside - sliding door tracks, are no higher than 3/4 inch. Thresholds and changes in level at these the stall. [See Figure2 # 5(d)], If the shower stall is the only bathing facility - locations are beveled with a slope no greater than 1-provided in the covered dwelling unit, or. on the accessible level of a. - - - covered multistory unit, and measures a nominal 36x36, the shower stall 5. Exterior deck, patio, or balcony surfaces are no more than 1/2 inch below the floor level of must have reinforcing to allow for instal ation of an optional wall hung the interior of. the dwelling units, unless they are constructed of impervious material such bench seat. as concrete, brick or flagstone. In such case, the surface is no more than 4 inches below the floor level of the Interior of the dwelling unit, or lower if required by local building 'code, BASIC COMPONENTS FOR ACCESSIBLE AN USABLE PUBLIC AND COMMON USE ARFAS OR FAOU nES �' �[_ L _ f " ANSI (bS ) CLEAR FLOOR PACE AT BATHTU56 -) I 6. At the primary entry door to dwelling units with direct exterior access, outside landing AmmeiMe element or apace A117.7 Applicationwoct'mn surfaces constructed of Impervious materials such as concrete, brick or flagstone, are no 1. Arc Me route(.) 4.3 wthm the boundary of the alto: more than 1/2 inch below the floor level of the interior of the dwelling unit. The finished (a) From public tmnsportatlen stops, accessible 1 surface of this area that is located Immediately outside the entry may be area that is located parking apams, aeoesalble passenger loading P IGUR[ lop i Immediately outside the entry moy be sloped, up to 1/8 per. foot (12 inches), for drainage, :one.. and public streets or sidewalks to !c) CLEAR FLOOR $PACE AT LAVATORIES ocamelble building entrances (subject to site Clear Floor Space for Adaptable Bathrooms consideration described In section 5). Requirement 5 Light Switches, Electrical Outlets, Thermostats and Other Environment Controls (b) Connecting cewcall lib buildings, facilities, in Accessible Locations. elements and apace that ore on the same site -'- _- -- --{ On -grade wake or path& between aeparats buildings with avvered multifamly dwellings. The operable parts of light switches, electrical outlets, thermostats and other environmental while not required, should be occessiWe unions controls shall be Located no higher than 48 Inches, and no lower than 15 inches, above the the slope of finish grade Neweda 8,33% at any floor. If the reach is over an obstruction (for example, an overhanging shelf) between 20 point along the route. Hondrals are not rw9 imd an the.. accessible wake. and 25 inches in depth, the maximum height is reduced to 44 inches for forward approach; lc) connecting accessible building or facility or 46 inches for side approach, provided the obstruction (for example, a kitchen base entrance= with accessible spaces and element, 16' mir 16, min 0, max within the bulldog ar taORA including 32' min. (50° refered) cabinet) is no more than 24 inches in depth. Obstructions should not extend more than 25 p adaptable a Me r leg inches form the wall beneath a control. [*Figure # 3] wn where .its al I-11 contents preve,t o ..to accessible to c wing. an users between co covered rinniNote: Circuit breakers, appliance controls and outlets dedicated to specific appliances are use facdty s elsewhere and punk orcommon- PP P PP use fadlltiaa deawhere an the Nte, m I I not covered by FHA. via a vehicular oar routs Is the provider a paws, C � � _J t - - J via a vehicular route so long as thine le accessible parking on an accessible main to at Requirement 6 Reinforced Walls for Grob Bars.. least 2% of covered dwelling units, and necessary sae provisions ouch as parking and E e E Provide reinforced bathroom walls to allow later installation of grab bars around the toilet, cum cute are available at the public or common io E ® NOTE: clear floor space beside tub may overlap tub, shower stall and shower seat, where such facilities are provided. [Figure # 4]. Where the U.facility' 'm b1 with clear floor spaces beneath toilet is not laced adjacent to a side wall, the bathroom would comply if rovielon was 2. Protruding objects 4t4 AwwdMo routs or maneuvering adjacent fixtures P j P Y P g 1K g space including, but not made for installation of floor mounted, foldaway or similar alternative grob hare. limited to halls, wrridon, poseageways, or cislo Location or Grab Ear Reinforcements for Adaptable Water Closets 3. Ground and floor 4.5 Accessible review. moms and Wawa, Including floors, in' ' Powder rooms (a room with a toilet and sink) are not required to have grab bar reinforcing errtuaa treatment. wake, ramps, stairs, and curb ramps. unless the powder room is the only toilet facility located on an accessible level of a multistory dwelling unit. +. Parkinsenger- g and Pasas If provided at the vice, designated accessible parking at the FIGURE 4*16 leadingzrnes dwelling unit on request of residents with hvndiccpa, on the same tame and 24" min Nth the full range of chafe= a 24° min Note: Installation of bathtubs is not limited by [figure # 4]; a tub may have shelves or benches g ( her r residents parking or 6' MAX ALTERNATE CLEAR FLOOR. SPACE AT BAT(.4tU@ at either end; or a tub may be installed without surrounding walls, if there is revision for gams) that Ire parking tl for other resldsnte of the protect y 9 p with at of on o route lingaccunit.ssible to wssible ire 4®� min -alternative mounting of grab bare. For example, o sunken tub placed away from walla � � for .Ot least 2% of the covered dealing unaa; accessible could have reinforced areas for Installation of floor -mounted grab bars. The same welter parking sufficient to pmvme access to groan -navel principle applies to shower stalls -- e.g., glass -walled stalls could be planned to allow minivans of covered mmtramny awadings; and accwasPole *=rang at facilities (,g., ewimMing Poole) that Nine, floor -mounted grab bars to be installed later. acc enable buildings. 5. Cum romps 4.7 Accessible mains crossing curbs See architectural drawings for reinforcing at special .conditions. 6. Romps 4.8 Accessible miss with slopes greater than 1r20. E E `r C a E Ipp E _Reinforcement for grab bars maybe provided in a variety of ways (for example; by 7. stairs 4.9 stairs an accessible routes connecting levels net connected d{ w (gib ro plywood or wood blocking) so long as the necessary reinforcement is placed so as to by an elevator. .. IE n, permit later Installation of appropriate grab bars. a. Elevator 410 If provided. - 9. Platform lift 4.11 May be used In Ilan of an elevator or romp under certain conditions. LoeaLlor of Grab Bar Reinforeememte FOf Adaptable BBLhtubO 10. Drinking fountains and 4.15 Fifty percent of fountains and coolers on each floor, m at Requirement 7 Usable kitchens and bathrooms. water coders least one, If provided In the facility rr at the sits, 1. Usable kitchens shall provide the following: 11. Toilet roans and 4.22 Whee provided In public -use end common -use faclitle, at learn bathing facilities one of (including water clients, each toilet roams and sides, urinals, lavatories and mirror; bathtubs, flxiureprovided per room. (a) A clear floor space at least 30 inches by 48 inches That allows a centered parallel approach by chewer etch, and abks) a person in a wheel chair is provided at the range or codktop and sink, and either a 12. renting, tables, Or 4.30 If provided m secean[his space, at least One of each type provided parallel or forward approach is provided at oven, dishwasher, refrigerator/freezer of work surfaces E s E trash compactor. 13. Place. of assembly. 4.31 If provided In the facility or at the sae. ® ® A (b) Clearance between couinters and all opposing base cabinets, coUntertops, appliances 14, Common^um spaces 4.1 If provided In the facility or at the sits: or walls is at least 40 inches. and Facilities ........... through (a) Whom mutiple re tkmal facilities (e.g., tennis (Inol. swimming . 4.30 murtal arc provided suMck t accessible facgalea of eoch type to assure pad,playground, equitable Opportunity for use by persons with handicaps. (c) In U-shaped kitchens with sink or range or cooktop at the base of the "U", a 60-inch entrances, rental close, THEME , I( turning radius is provided to allow centered parallel approach, or. base cabinets are lobbies, wlemmr, (b) wears practical, =ON to all Ot O portion of nature ,n�� Pre/U'�AND per, PROPOSED removable at that location to allow knee space for a forward approach. mailbox areo, lounges, trade and lagging paths. M hale and wrrlove, rc and 'the ilk=) ' 141fHUBJEN t TO Alec COO 15. laundry rooms. 4.32.4 If provided In the facilltY o at the site. at least one of each BIDE BACK SIDE REQUIRED BY FIELD type of appliance provided in each laundry area, except that laundry roam= Location of Grab Bar Reinforcements for Adaptable >511041ere - r INSPEC serving covered multifamily dwellings would. not be required IRAY �L��NELEARY IN: g outer to meet the re haw Trost -fading w shors,housing loadiiremmte of the Fair rovided Act. (share front loading washers arc not provided, management will be F I ,t ?sIGMR '�"� #9, V r %S/��/ WITH ! �p Jt� yt COMPLY i!� 117 AIv AV. expected to Provide owerthe devices on request if news "y to parma a resWant to ... a top loading washer] LOCATION OF GRAB BAR REINFORCEMENTS i`f'LI4fgY D WORK ;E COD 0 O N Z O V) K R U Q X W. of W LiJ 0- Z J y CL Q H v) U 3: tY a s.4 N h 3 3/20/01 Drawing No. Requirements 1 - Accessible Building Entrance on an Accessible Route. (g) Clear floor is of fbturw as. space provided shown to [Fig. [ g• # 5]. Clear floor At least one building entrance shall be on an accessible route. See architectural plans for space at fixtures may overlap. - „ designation of accessible entrance if, more then one entrance is provided. This requirement ... (III) If the the b - ,,. .° irwwawa •iprovides " scope and technical requirements of the site. See civil engineer drawings for further shower stall es only ing f cillty providedtn the covered wlwt. J rLI-A information. 9 inches x 36 inches.dwellin umt, the shower stall measa at I ast 36Note: 2 - Accessble and Usable Public vnd Common Use Areas ,iRequirement Cabinets under lavatories are acceptabl pr ded the bathroom has space to allow aAll I . common and public use spaces must comply with the technical requirements of ANSI A117.1 parallel approach by a person in a wheelchair, if parallel approach is not possible within r , r.,. - 1986 Standard, or later edition provided the requirements of the later edition provides an the space, any cabinets provided would have to. be removable to afford the necessary knee clearance for forward approach. Obstructed S1dis Reach Limit Forward reach Over Unobetrueted Side ^ i Fotsard •,t equivalent or stricter standard. I an Obetruc ion Reach Limit rated Y. E In residential projects common spaces which are open to the public (in addition to resident and (b) Bathrooms that have reinforced walls for gra¢'.bars (see Requirement 6) would liana, x.raetl, c apth g•r«ch hertint, z• • ' IGURtt j'j clear Oman yxce,z is aw clear .parse tebN ue oes"atian , guest use) are considered "public accommodation", and must comply with Americana with meet the act if: F which *Fall e. ore lee as OWSP as ttr rood, cllwmxw, x Disabilities Act (ADA) Requirements, in addition to Fair Housing Requirements. See additional Reach limits. for u*ioslaF ueere. requirements for public and common use areas elsewhere in the construction documents. i) Where the door swings Into the bathroom there Is a clearspace r- �approximatelg 2'6" by 40") within the room to position a wheelchair , Requirements 3.0 Usable Doors or other mobility aid clear of the path of the door as it is .closed and to , - r - permit use of fixtures. This clear space can include any kneespace and 3.1 On accessible routes in public and common use areas, and the exterior side of the primary toespace available below bathroom fixtures.'+. entrance into dwelling units, doors shall comply with all the requirements of ANSI 4.13, except floor area On public. side of door only shall comply with [Figure #21 .The. (ii) Where the door swings out, a dear apace is provided within the bathroom for arson e d a wheelchair or other mobility aid id P 9 the doors shall also have a minimum 32' clear opening per `Figure #11 y . Position wheelchair such that the person is allowed use of fixtures. There also - 3.2 Within the dwelling unit all passage doors must provide a 32" clear opening. [See Figure # 1] shall be clear space to allow persons u Ing wheelchairs to reopen the door .. ; ." ,. to exit. i [•- _.. _ ., .. Requirement 4 Accessible Route Into and Through the Covered Dwelling. Units. (id) When both tub and shower fixture are provided in the bathroom, at least I ( I I one is made accessible. When two or ore lavatories in a bathroom. are-r--- 1. Aminimum clear width of 36 inches is provided. provided, at least one Is made accessib e. "f 2. In single -story dwelling units, changes in level within the dwelling unit with heights (v) Toilets are located within bathrooms In a manner that permit a grab bar to _ - J _ between 1/4 Inch and 1/2 Inch are beveled with a slope no greater than 1:2. -Where a single be Installed on one aide of the fixture. In locations where :toilets are [- -- _ - -- -- story dwelling knit has special design features, all portions of the single -story unit, except adjacent to waNs or bathtubs, the center line of the fixture is -a minimum the loft or the sunken or raised area, are on an accessible route; and of 1 -6" from the obstacle. The other (non grab bar) side of the toilet - - (a) In single -story dwellings with lofts, all spaces other than the loft: are on an accessible fixture is a minimum of 1'-3"from the finished surface of adjoinin wells. vanities or from the edge of a lavatory. [See Figure 5(cl. e # route. i (b) Design features such as sunken or raised functional areas do not interrupt the accessible (v) Vanities and lavatories are installed with the centerline of the fixture (a) CLEAR FLOOR SPACE FOR WATER CLjo route through the remainder of the dwelling unit minimum of l'-3" horizontally from an adjoining wall or fixture. The Note: Attached garages and basements to the dwelling unit must have .a usable door, but are not required to be on an accessible ratio as non -living spaces. top of the fixture rim is a maximum height of 2'-10"above the finished floor. If kneespace is provided below the vanity, the bottom of the bpron - is at least 2'-3 above the floor. If orolrided.!full kneespo ace (for front (ei) e-I 1=A1? PI nel 4IDA "= A7 dui Ilii,e WAYNE BERENBAUM ARCHITECTS AIA, 2001 THIS DOCUMENT IS THE PROPOI Or WAYNE weiglwwM ARCw1EU% PA MID oink` Nor REPRODUCED WIBmUr THE wom-rEN CaI of WAYNE BERENBUat ARCRBECTS PA G1.3 2 3 4 5 6 i G 1 FIRST FLOOR 1/8" = 1'-0" 21'-6' ,f I 0 36'-4' PLAN Al PLAN B2 143'-B' n W-4' I PLAN 82 I r_ I� mn MATERIAL KEYING LEGEND m <c U� LJ Q� � J Z U_ > 9 IGENERAL NOTES I o M U?) 2�i 7 r _ e n I o °©- WALL TYPES --------------------- ---- —_--- --- — — — — — — -----I— ------- --- — - — --- — ------ ---------------------- _—_ -- , . _ ONE LAYER OF I!Y GYPSlF1 60ARp r ON BOTH SIDES OF 3 5/8' OR W - ' `�, TYPICAL UNA METAL STUDS ® 24' O.G. _. 3 BOARD I xx22 P.T.WWOOD PURRWs s Vol O ON LU2 , '_ j - = - — +-- , BOTH SIDES OF 8' CONC. BLOCK WALL _ ONE LAYER OF 1/2' GYi'S M BOARD ON ® 0 3 5!8' OR 6' MTL. STUDS e 24' O.G. W/ 5.0 O _ MBULATION ON INTERIOR t 5/8' STUCCO e< Q O O ON EXTERIOR OF ' CONCRETE BLOCK t ._ r ONE LAYER OF 1//' GYPSUM BOARD ON ® PLAN /PLAN 1 t _ I I x 2 P.T. WOOD FURRING • 16' Oz, W/ 5. — _ _ _ i — —_— -- INSULATION ON INTERIOR ; 5/8' 8TU000 0 --- - t ON EXTEROR CF 8' CONCRETE BLOCK W i 5/8' STUCCO ON BOTH SIDES OF Drawn CONCRETE BLOCK WALL WB Y Project -------- t - 5!8' STUCCO ON ONE SIDE OF 41294-03 tHRSE PLANS AND ALL PRDFlSED WORK CONCRETE BLOCK WALL CAD File No. f ARE SUBJECT TO ANY CORRECTIONS 131d' 1 IMQUIRED 8Y FIELO;INSPEL" ORS THAT Date ,.,. . V ' UCAC E CODS. .I . TM w '�' Drawing No 1 2 3L 4 5 1 6 1 7 1 8 1 9 1 10 11 12 1 13 14 �� AI MATERIAL KEYING LEGEND A2s PLAN Al I PLAN 52 az3 PLAN 52 PLAN Al N 01311A r 1 05 METALS I 12 I 1 I 05520A1 42' H. ALLMINLM RAILING - 5 MEAN ROOF HEIGNT I I i 01 THEi29'1AL 4 MOISTUIFf PROTECTION 1 1 01311A 01311A FIBERI%LAS8 SHINGLES N F I 1 08 DOORS AND WINDOWS o M T.O. $M. 1 I ( 09200A2 c 08520A ALUMINV WINDOW - SEE SCHEDULE a 1 08520.5 ALUMINUM SLIDIWs GLASS DOOR - SEE SCHEDULE m 1 09 FINI5NES z° n 2nd FLR ® ; 09200A EXTERIOR PLASTER 1 1 09200A2 SCORED EXTERIOR PLASTER BAND - I'x1a' =IFTT1 let FLR I 1 IT 17 - --- -- 1 0 % 08520A 05520A1 >t 09200A2 1 09$m0A - - - - - - - - - - 092.. 09200A2 085 Al 08520A o K - r r- �.-r r r r r.�-� �--r - r.r r....r� C r r O U J 1 FRONT ELEVATION I Q 0 J w Ln € 01311A 1311A J _ 0— Lc I— PLAN A2 I— I PLAN Al I I w H 12 PLAN A2 F' AN AI w ❑_ 5 V) � .....J TD. BM. < a-m T.O. . T Ed] ,,La 2nd FLR n a 2nd FLR o -- st [a lot FLR 09200A2 09200A2 °0 lot FLR F401-01 Y m * F CL uZ.l A i Fa cc G Z Ow w L1.1 w o< � r D1 LEFT SIDE ELEVATION D8 RIGHT SIDE ELEVATION 1 8" = 1 '-0" - oti Pi H I PLAN Al � PLAN 52 Azs PLAN 52 FL* AlI I D01311A 'I---------------------- 'I.A YF-rrr-rrr4r-rrrr--rrr � I 1 12 I 1 MEAN ROOF HEIGHT 1 1 1 �bz 1 1 I TD. BM.1 �, e� � C 1 1 � �J� o Q i ' 1 Q o — iiT7M1 �d9LR 1 a Drawn STAFF 1 1 1 Project No. 1 ;� THESE PLANS AND ALL PROPOSED WORK 2001 B FF1 RT let FLR I ARE SUBJECT TO ANY CORRECTIONS CAD File No. `m ®� REQUIRED BY FIELD INSPECTORS THAT Elv1 MAY BE NECESSARY IN ORDER TO 3j2o/o� 09520A 085208 05520AI 09200A2 09200A2 O��A l 1 I 09200A2 05520A1 L08520.8 08520A I COMPLY WITH ALL APPLICABLE CODES. Drawing No. `"' - r - r - --' - r - r r -`----- - ---- - - — ---- ----- ---- Al REAR ELEVATION A2 ® 1 A -- - - — --- - © WAYNE BERENBADM ARCHITECTS ALA, 2001 iH5 OOCUM IS THE PIWEflIM OF MMWE IIEWIWM A HOECM M 1/8" = 1'-0" S 5 µ°SHALL � MY OINNE OIEHMOMOF Of 1 2 7 8 9 10 11 1-��-._, 15 m _ 1 1 2 1 3 1 4 1 5 1 6 1 7 8 9 10 11 12 1 13 1 14 MATERIAL KEYING LEGEND co N N 05 METALS 01311A r� 05520.BI METAL GUARDRAIL +3'-6' HIGH 07 THERMAL S M015TURE PROTECTION Iz 01311.A F15ERRGLASS SHINGLE6 5 08 DOORS AND WINDOWS 0 M 01311-A MEAN ROOF HEIGHT 08520.A ALUMINUM WINDOW - SEE SCHEDULE a 05b20Z ALUMINUM SLIDING GLASS DOOR - SEE SCHEDULE 09 FINISHES 0 09200A EXTERIOR PLASTER 05520zl 09200A2 12' 09200A2 @920@.A2 SCORED EXTERIOR PLASTER SANK I'xl/2' 5 L @`2e+A @5520 BI T.O. IBM. 09200A _ - - vl 09200A2 K ''per � =S K 08520 A N n Q 2nd PLR. m 0 'i 09200A2FT 09200.A2 s ° N J zo Z F7 Q 0 1st FLR e —J o W Q LL- U� > 1 w Ewa 00 w Fi L05520 51 L 08520.8 09200A2 09200A 09200.A 09200A2 08520A J a- ® H = W U_ Q r m z L = Ld G G F1 ENLARGED ELEVATION - UNIT Al F7 ENLARGED ELEVATION - UNIT A2 0 1 1 /4"-1 '-0" 1 /4„_ 1 -Q„ N T F F CQ 01311A Ad , r�, U..1 F 01V311.A Gz_ uy 1 MEAN ROOF HEIGHT Z WLLJ 3 �/j k n m 'ter 05520$I 09200A2— 9 E L Q 12 12 s 09200Az 5 � 5 T.O. 5M. moo =` "+'W7 ca _ F @9200A2 ry 3 M IL E-1 E..— �20mA 2n�Qd FLR. @920@Az +5.-Y - ��.) C C00 Nr O 920tAA2 ` O Ell I I —LL U) Q 08520A Drawn WB -- - - lat FLR. Project No. xM.. THESE PLANS AND ALL PROPOSED WORK 9710.00 B B o. = - r SUBJECTT D file N O ANY CORRECTIONS EtfJtFiEO,'i INSPECTORS THAT Date —X R 09200A 08520-5 09200A2 @�zm@ 2 s@A ` m9200 A @Ba�Q A MAY @E i tCESSARY IN ORDER TO i /2o/9e COMPLY WITHALLAPPLICABLECODES. Drawing No. d. r y . 1 1 2 1 3 1 4 1 5 1 6 1 7 1S 9 10 11 12 13 14 MATERIAL KEYING LEGEND IN N q) / I DIV 3 CONCRETE 0330CA4 CONCRETE SLAB - SEE STRUCTURAL 03300.52 CONCRETE FOOTING:I SEE STRUCTURAL M 1.0 0' 0330051 CAST IN PLACE REINF. CONCRETE STAIR o M DIV 4 MASONRY 042WA S' CONCRETE 5LOCK � � AI FE. AI DIV 5 METALS 16 z A33 05520A DX 1-� CN 0552 0A A33 Jv 05520AI 42' H. ALUMINUM RAILINGS 05520A2 3W H. ALUMINUM RAILINGS L (SLOPE SLOE ® DIV 9 MISHES L T-0' 13' 9' W-I1' OTWA STUCCO Al 15 TREADS II' EACH 15 TREADS a 11' EACH AI 9MOO52 STUCCO OVER HICSH-RIB NTTL. LATH A32 E — 05520AI 05520,41 rn I p o U J 1 SECOND FLOOR PLAN ELEICTRICAL LEGEND WALL MOUNTED LIGHT FIXTURE J O J N D d FF_.E.1 FIRE EXTUINGUISHER 0 N J 0_ O LLI in 0 0 EMEF?SEINCY LICSHIT rY Z �(� O F Cr ' I LL H I I I I rL)TE I: z_J U H I I \�� I I ( SEE ELECTRICAL DRAWINGSS FOR LIGHTING SPECS. � W L> T ILL�� L: V 0- Z I Z J N Q AI FE. AI J G A33 05520A UJ� 05520.A A33 M� G 0 0 0 E SLOPE SLOPE 0 ` .09 4'-ll' - All - 15 TREADS o W EACH 15 TREADS s I1' EACH AI A32 A32 N n xr � m �a I ILLJ 'A LZ m i D1 FIRST FLOOR PLAN o E 1/4 so= i $—Olt r Da. W l \ / A 05520 HE -GENERAL NOTES C , EXTERIOR LIGHTING NOTE I Nu C / \ (TYPICAL) r I -HOUR FIFE SEPARATION WALL IN ATTIC - SEE DETAIL u o 013200-A v°0 ai Q) \ /L-03300A4 t V) y ¢ \ / Drawn \\ // WB FE \ / t4 Q Project No. B // \\ 9710.00 B / \ ' CAD File No. V THESE PLANS A'41D ALL PROPOSED WORK Stairs / \ _ ARESUBJEC"i TO ANY CORRECTIONS Date REQUIRED BY FIELD INSPECTORS THAT 1 /20/ss MAY BE NECESSARY IN ORDER TO Drawing No. 3300 az L3300,44 COMPLY WITH ALL APPLICABLE CODES. A Al STAIR SECTION A3• 1 A © WAYNE BERENBAUM ARCHITECTS AIA, 2001 1 /4"=1 ' —0" AT BREEZEWAY TM�5 D 9u 0 � v�xn of etxexswx NSEW Ois, P. nxo sx�u xm sFPaooucm winiaur wee wsmFx coxsexr or wA� KRENER x �HI=M M of 2 1 3 1 4 1 5 1 6 1 8 1 9 1 10 1 11 1121 13 1 14 2 4 5 6 1 7 8 9 10 11 12 13 1 14 MATERIAL KEYING LEGEND 1952' CDX PLYWOOD N SHEATHING 00 rn SEE ELEV. SEED'S' TRUSSES 1/2 NOTE 4 1/2 � a o 8 ' CONCRETE 1 HOUR FIRE RATED CI EII PLASTER MASONRY WALL 12 R-19 BATT UL. DESIGN OU420 19/32' CDX FLYWOOD GROUTED CEINSULATIONLL R-19 INSULATION SHEATHING SEE 'S' FIBERGLASS SHINGLES TRUSSES • 24' O.C. SEES DRUX¢S GALV. MTL. EMBEDDED J O 'M MIn TRUSS SEAT ANCHOR SEE 'S' DRW S, < c a p \)JJ m d_ 3mFELT < LL4 1/2' GYP. CEILING I X 2 P.T. FIRESTOP BOARD. CEILING BOARD ' MIN. R-3 CELLULOSE INSULATION - BOTH 51pE5 5/8' TYPE 'X' GYP. BD. L / DRP EDGEV BOND BEAMS � h WOOD 7RU55 --- -------------- ----------------- ----- OVER PIT. SEE 'S' DWGS. Ix2 `� >•>' ;." 5/8' TYPE 'X' NOTE 2 -' GYP. BOARD 2x8FIR Ix2P.T. >.<� FASCIA FIRE STOP < FINISH - SEE 2 x SCAB BY P 4' DOUBLE BOND 1 x 2 P.T. FURRING —®. SCHEDULE BMS - SEE 'E' DR7UGS. I HOUR FIRE RATED ® 16' O.G. I HOUR FIRE RATED TRUSS MM UL DESIGN hd905 UL. DESIGN PU338 4'VENTED PVC t SOFFIT I/2' GYP. BOARD ON x 2 P.T. FURRING c 8' CONCRFTF BLOCK o 16' O.G. �1 a R42 INSULATION EXTERIOR PLASTER 0 Wue-32 ESR01-25Z IWL18-36A IWLlB-38 NOTE 3 J 1 CONC. MASONRY WALL J4 EAVE J.� ANT SEPARATION J 1 1 TENAN' SE TI 3"=1$-0" 1 1/2 "=j '-0" 1 1/2 0 =12-00 1 1/2 /2"-1'-o" 4-ry V2' NOTE 4 __e-_-- I'�' _ � 1 HOUR FIRE RATEp EXTERIOR PLASTER OVER PAPER BACKED UL. DESIGN PU420 Q ExT. PLASTER e ' CONLU CRETE i SELF FURRING MTL. LATH R 19 INSULATION U L W F-- MASONRY WALL I PLASTIC CEMENT ) 19/32' GDX PLY Lv ip i i I GROUTED CELL i SHEATHING SEE 15' RWGS i 26 GA GALV. COUNTEWLA5HING J O ® i H _ 26 GA GALV. BA5EFLAWING Tj U ' z in, GYP. CEILING \\ vY L d 17 BOARD / I�L/L1L W i £ m m 1 X 2 P.T. FIRESTOP ° / ° • w S, £ 5/8' TYPE 'X' WOOD TRUSSES BOND BEAMS � GYP.BOARD , SEES DWGS. c �, ' SEE'I DWGS. 3 u I x 2 P.T. FURRING n 161 C.C. _ I HOUR FIRE RATED ' MIN. R-3 CELLULOSE - ------ - - --- �� BARD UL. DESIGN P1.1905 INSULATION -BOTH SIDES MIN R-5 3m" ROOFING FELT I/2' NOTE 4 Lin. c,�- g�ED�E INSULATION K � a FINISH - SEE TREATED IX 2 WOOD _ SCHEDULE FURRING, I6' C.C. 1-s+'.BUR FIRE RATED UL_ 1�ESIGN ILI420 L a IWL18-39 - X LL I N z IWLiB-3P) NOTE 3 IWL18-41 W W m X ---- w a E1 CONC. MASONRY WALL E4 FLASHING E8 TENANT SEA AION E1 1ENA�SEPARATION- E 3"-1'-0" 1 1/2"=1'-0" 1 1/2"=1'-O" I HOUR FIRE RATED 1/2' NOTE 4 1/2' 1 HOUR FIRE RATED FINISH- 8 ' CONCRETE UL. DE51GN OU420 _ UL. DESIGN OU330 - SEE SCHEDULE MASONRY WALL R-19 INSULATION w FINISH - SEE Z 2 5/8' TYPE 'X' GYP. BD SCHEDULE GROUSED 4UG�L ZW PER ASSEMBLY TRUSSES ® 24' O.C. -' TRUSS" ES a 24 O.C. m ° SEE 5/B TYPE X GYP. BD. REGu11REMENTS R-I9 7NG(JLATI TRUSS W - --------- -- - -- - - 1 `• 3 • • • O p O P ry/ J • • O p OP O ,L ° °� :� _t,• I!2'GYP-CEILING 2X4P.T.FIRESTOP d d v GYP. CEILING �� ~ BOARD INSULATION ATI� l LBOTN SIDES i. . _ BOARD \ MIN. INSU INSULATION 5OTH SIDES BOND G.v r BOT BEAMS _ n --- — — -- — — --------- SEE'I DWGS. OD t BOND BEAMS �; s" `' _; 5/8' TYPE 'X' — o 3 5/8' METAL STUDS .--- ------- -- --- ---- -------- _ ,�__--- SEE 'S' DUYsS. Y} \'. TREATED 2 X 4 FURRING "''-I. GYP. BOARD tan sp Q4 ®6 a e 5/e o.G. TREATED I x z FURRING w 8' CONCRETE BLOCK — Drawn R-II GATT I 'GYP. BOARD MIN R-5 16' OC 2 x 4 P.T. FURRING INSULATION INSULATION W CONCRETE BLOCK X 16' O.G. WB I -HOUR 1-HOUR 51S' TYPE 'x' GYP- BD- `� THESE PLANS AND ALL PROPC"-_" �r�1ec'� N�_—_ FINISH - SEE TREATED IX 2 WOOD I HOUR FIRE RATED UL. DESIGN RJd25 GYPSUM ASSOG. 9 B UP 1200 SCHEDULE FURRING I6' O.G. ul... DESIGN "U905 ARE SUBJECT TO ANY CORRe. 9 I HOUR FIRE RATED y uI-DESIGN due05 REQUIRED BY FIELD INSPECTORS CAD File N°' — MAY BE NECESSARY IN ORDER Tip Ste DTL2 COMPLY WITH ALL APPLICABI'" Date IWLIS-31 IWL1839B IWLI820A Drawing No. NOTE 3 Al 1 HOUR RATED PARTITION A4 CONK® MASONRY WALL A TENANT SEPARATION All TENA� SE RATION ® WAYNE BEREN13AUM ARCHITECTS ALA, 2001 3"=1'-0" 3"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'-0" MID9 NOTE =UCEDW1PH THEWIPITIENCON O �.,. THIS WCUNEM 6 THE PRbPERIV W WIM BERM M MCHIIECM M WAME; WY PFCHIIECIS PA CY 1 2 3 ? 5 6 - 9 10 1 1 1 13 14 Z 5 1 4 5 6 1 7 8 1 9 1 10 1 11 1 12 1 13 1 14 MATERIAL KEYING LEGEND rs Iv 0 P.G. CONC. CAR STOP 8'x 12' POURED CONCRETE STUCCO WASH i0 COLUMN W/ (4) 5 VERTICAL x .• ,t PROM FOOTING TO GAP, W/ GONCREtE "Z HOOPS AT 12' O.C. 710 S'x I&' CONCRETE TIE BEAM (— — — — — — — — —1'. "5 BLOCK p N/i W/ (4) REBAR CONT. I< b' HIGH CONC. BLOCK WALL °I` I W/ S"x 12' CONCRETE TIE I W/ (4) *5 CONT. 8° GONGREtE BLOCK CONT. 4" X 1/4° GALV. STL. PLATE / / / FRAMING SEE 'S' DIaWS to cp I BEAM BARS SOLID GROUT Z 0.W 61 I 0 8'x 12' CONCRETE TIE COLUMN - GALV. HEAVY-DUTY 1/2' DIA. 6' CONC- SLAB W/ b'x b° I W/ (4) "5 VERTICAL FROM I �n 10/10 MESH ON 6 MIL `fl I FOOTING TO GAP, W/ +2 HOOPS HINGE (MINIMUM <j % ANCHOR BOLTS 3 PER JAMB) I I vISQUEBN OVER GLEAN AT 12' O/G <� AT ib" O.C. v.�.�.1�: • �.�.-� :L COMPACTED SAND FILL. E--•-•-EXTERIOR PLASTER 0 — - — — . 4" STEEL POST, CONC- 0 FILLED 4 SET IN CONC- I FINISHED GRADE i EXTERIOR PLASTER OVER CONTROL JOINT / FOOTING. -� HIGH RIB METAL LATH b'x b' CHAIN LINK GATE — �•' FRAME W/ 1'x b" F.T. WOOD r �_' _— VERTICAL SHADOW BOX, —� = 14 x Iro CONCRETE FOOTING L PW/ (2) 05 REBAR CONT., ROVIDE CANE BOLT AT — -- -- — ADD30' WIDE LAYER MESH EACH GATE- AT ETER (on PLAN CROSS se 1X& TSG BOARDctloN o 1- 1/2" SQ. GALV- w 5MS02-03A STL. TUBE FRAME o` EWL05-16A v sMsOa-Oz J 1 TRASH ENCLOSURE J8 GATE JAMB J 1 1 CONTROL JOINT ^d J 0W 11/2'GLR CONCRETE OR MASONRY WALL rr�ao Nosh 4 1— +TREAD 4' W � Q — RETURN As EA. END PLAN ° 1/2PLYWOOD TO J H c STEEL RAILING Z N /2 D AIDE 1/2, Gyfp. 50. O L 1- D - — 3/4" SQUARE CEILING FRAMING -SEE 3 5/8' METAL / U PICKETS - PLAN STUDS 4p 24° ii > (r F" 1 1/2 PIPE RAIL GYP. BOARD o CAULK _ 3/8' ,r.-^- SCORED / /CONTROL JOINT O a ui < - EACH SIDE ���[L <t CURB TOP OF CURB - G 4- +THE coNc. 9LA8 a EXT. PLASTER METAL BRACKET a F 1/2 ' RADIUS TYP. a a o 5'-0" OC. MAX. a ANCHOR AS 3" ROUND SLEEVE u ° < i i ' GONG. BLOCK D a . REQUIRED NON -SHRINK SEE 'S' pRWGS. FOR GROUT a m 11 4'K REINFORMENT d FOUNDATION EXP. JOINT TYPWALL22 m Q � EWLOS-I2 4 y v5T02-02 ROUGHEN 1 0 SURFACE VSTO'T-04 Z W E1 HANDRAIL E4 STAIR RAILING E8 GARAGE PARTITION E1 1 PLASTER SCORE Z ��� 3 HALF SIZE 3/4"=1'-0" "=1' —0 1 1/2" 3"=1=—d" 1 1/2' SQUARE TUBE ANCHORED TO POSTS 1 1/2' SQUARE TUBE m 4'-0' O.G. MAX 1/2' SQUARE ROD - EQUAL SPACES n TREATED I X 2 FURRING 9 IV O.C. — U2' GYP. BD. MERIOR PLASTER GUARDRAIL SEE DTL DTRrAP 4' O.G. �4. W CONCRETE BLOCK 4° z 4' W JOINR-5 INSULATION ' REINFORCEMENT GORE DRILL ' 1 12'GfSB A7 PXT. BLOCK WALLS CONCRETE SLAB S SEE pRWGS WOOD BASE o cv ESLO FIN FL_^ R ELEEV WX 6'-WL4x1.41111F..— CLIP ANGLE l FASTEN AS d D 4' CONCRETE SLAB ON VAPOR BARRIER pCi CC REQ'D V i2' R � p q D - 8� b — FRY FOUNDA110N m p t> ! a WEEP SCREED - FUJ5415 DRIP 0° 9 � P Q , �/ ,\� - i o �o � d < _— m cn NGRET)✓ 6TAIR6 - 5EE - - � � • 1> Drawn WB DRWGS, FOR REINF. _ —_- - TERMITE TREATED _ Project No. ;_; 1 1p COMPACTED SUBGRADE - - 1 9710 E ` EE-5E PLANS AND ALL PROPOSED WORK CAD File No. — 1 ARE SUBJECT TO ANY CORRECTIONS SHT—DTL3 Date CONCRETE FOOTING - — - FOOTING- - EWLI9-04 REQUIRED BY FIELD INSPECTORS THAT I/2' SQUARE ROD GORE DRILL SEE E — MAY BE NECESSARY IN ORDER TO FOR TUBE vsT03-1b EWL04-nD Drawing No. COMPLY WITH ALL APPLICABLE CODES A Al GUARDRAIL A4 STAIR A8 TYPICAL FOOTING All GUARDRAIL 0 DECK ® WAYNE BERENBAUM AOF RCHITECTS AIA, 2001 3/4"-1'—O" 1 I� /'� 1 /2"�1'—fl" 1 I� 1 /2"-1'-0" 1 1/2"^1'-o" TNANpD5 NOTREPERODIk'mWMLrrI WNOMCOOSENNEF PA fY YMYNE 9EREN9AVM MGHRECS PA ".+✓ E _— 1 ? 4 5 6 f1 9 �� 1 1 ? 1 t 1 A 3 4 5 61 7 8 1 9 1 10 11 12 1 13 1 14 DOOR DOOR FRAME DETAILS SHOWN ON HTL AW LNLE66 WINDOW SASH WINDOW FRAME ALL DETAILS HOWN ON OTHERWISE SPECIFIED HT AW UNLESS MATERIAL KEYING LEGEND OTHERWISE SPECIFIED N NO RM WIDTH HEIGHT THK TYP MA FIN H J J S MAT FIN HDW LBL REMARKS NO WIDTH HEIGHT TOL HK TYP MAT GL FIN H J J S MUL MAT FIN REMARKS N I ENTRY 3'-0' 6'-8' 1 3/4' A MET PT JS J8 JS Al WD FPT I C 3/4-HOUR RATED o V SELF CLOSER A 4'-5" 5'-5-1/2' 3I16' 1 AL GL ESP E14 N3 N3 A3 - AL ESP CODE 35 a 2A p� 2' 10° 6'-8' 1 3/8" B HC PT E8 ES ES E4 WD 2 FOR ALL 16T FLR UNITS - Q ° o ONLY FOR H.C. ADAPTABILITY B 2 -2 1/2 3'-2 1/4 3/16 1 AL GL ESP E14 N3 N3 A3 - AL ESP 1/2 CODE 33 ASSEMBLY GYP GYPSUM 80ARD — 2B BED 2' 8" 6'-8' 13/8" B HC ® ES ES ES - WD 2 2 STORY - 2ND FL. UNITS W C 3'-2" 5-5-1/2" 3/16" 1 AL GL E5P E14 N3 N3 A3 - AL ESP CODE 25 ASSEMBLY MET HOLLOW METAL 3 BATH 2'-¢s" 6'-8' 13/8° B HG P7 ES ES ES E4 WD PT 2 _ M 2 STORY - 2ND FL. UNITS CO) HG HOLLOW CORE WOOD N 4 CLOS. 5'-0' 6'-8' I' D cc o_ M m MET P7 - - - - MET PT 3 W 66 5 CLO5. 4'-0' 6'-8' is D MET PT - - - - MET PT 3 A- WD WOOD ALUMINIUM GLASS CO) 6 CLOS. 2'-8' 6'-S' in E MET PT - - MET PT 3 A 3'-4" 5'-0" 3/16" 2 AL CsL E5P E14 N3 N3 A3 - AL ESP z Z 1 CLOS. 2'-69 6'-8' I" E MET PT - - - - MET Pt 3 P7 PAINT J W B 3'-4" 2'-6' 3/16" 2 AL GL ESP E14 N3 N3 A3 - AL ESP T CO) ESP ELECTRO-STATIC PAINT L a 8 PANTRY 2'-ID" 6'-8' 1t E MET PT - - - MET PT 3 0 G 2'-0" 2'-0' 3/16" 2 AL GL ESP E14 N3 N3 A3 - AL ESP L O = MATERIAL LEGEND sG SOLID CORE WOOD 9 LIY. RM. 8'-ID° 6'-8' - F A-G ESP Ell Ell Ell J4 AL ESP 4 = D 6'-ID' pIA 3'-0' 3/16" 3 AL GL ESP E14 N3 N3 A3 - AL ESP 10 GAR $' ID" 1'-0" - G MET PT - - - MET PT - V E 2'-4" 6'-6" 3/16' 2 AL GL ESP E14 N3 N3 A3 AL E5P GL PLATE GLA55 FLOORING N GAR 8'-0" 8'-0" - G MET PT - - - - MET PT - F 3'-0° 5'-ID' 3I16' 2 AL GL E5P E14:N31N3 A3 - AL ESP F-1 CARPET W/ PAD AL ALUMINUM K 12 SOLAR 8'-0° 1'-4' - G 0 O _ _ _ GYP Pr _ SINGLE FIXED F-2 CERAMIC TILE, UNGLAZED HUNG WINDOW NOTES: K 13 CLOS. 1'-S° 6'-8' I" E MET P7 - - - MET PT 3 F-3 SHEET VINYL FLOORING HARDWARE SPEC. BY: I. VERIFY ALL SIZES WITH WINDOW MANUFACTURER F-4 SEALED CONCRETE c0 i NOTE 3 2. WINDOWS 70 EfE LAWSON SINGLE HUNG OR Et�lAL IRONMONGER, INC. 3201 N.E. 2ND AVE, 3. SEE ELEVATIONS FOR GRID LOCATIONS OAKLAND PARK, FL. 33334 T (305)564-0385 NOTE 3 W I ENTRY PR 3'-0° 8'-0° 1 3/4" H J MET P7 J8 JS J8 Al WD Pt I 'C' — I 2 PORCH PR 2'-6' s'-01 13/4" H MET TYPE 1 Ji �z O H A R W A R E SCHEDULE C) J PT ES ES ES E4 WD Pt 2 f5A5E � o = Ld 3 OFFICE 3'-0° 8'-09 1 3/4' 8 B-1 WOOD BASE, PAINTED GROUP 1: C U y ° " ® PT ES ES ES - WD P7 2 I-I/2 PAIR HINGES 551219-SELF CLOSING P C) w V) o 4 LDRY 3-0 8-ID 13/4 B MET PT ES ES ES E4 J 6 WINDOW SCHEDULE /TYPES 5-2 CERAMIC TILE, GLAZED I LOCK SET POLO No. 400P U.5.5 U O WD PT 2 I DEAD BOLT 6w 60 U_55 w 1S H = 5 MAINT. 8'-0° 1'-0° - G MET PT - - - - WD PT 3 8 I THRESHOLD PEMKO 20AR 436 AL Z � a 0 6 TOILET 3'-00 6'-S' 1 3/8° B MET PT - - - - WD PT 3 ROOM WALLS CEILING I DOOR VIEWER HARNEY No. 103105 AB Z I-- a= Z H I DOOR SHOE FEMKO-234AV AL �(� 1 CLOS. PR 2'-6" 6'-8° 13/8° B HC PT _ _ _ - WD PT 3 > c DESCRIPTION FLR BASE WAIN 1 2 $ 4 MAT HEIGHT FAINT GRDUP 2: > 4 e +11'-0' VAULT AT TOP FLOOR WITS ONLY P-I GYP BD, PAINTED HINGES BY DOOR SUPPLIER Of 001 LIVING F-I B-I - P-1 P-1 P-I P-I -vc-2 +8 -ID I SET LATCH POLO No. 300P U.$.5 p P-2 WATER RESISTANT GYP. BOARD, PAINTED C 002 DINING F-I 5-1 P-1 P-1 P-1 -1/C-2 +8'-0' +11'-0' VAULT AT TOP FLOOR UNITS ONLY I STOP HARNEY No.101105 AB �, O P-3 CONCRETE BLOCK, PAINT r-) C 003 KITCHEN F-3 B I P-1 P-2 P-1 P-1 C-1 +8'-ID9 P-4 TYPE "X' GYP. BOARD, PAINTED GROUP 3: on BI-FOLD ALL HARDWARE BY DOOR o 004 LAUNDRY F-I B-I P-2 P-2 P-2 10-2 C-I +1'-0° TILE MANUFACTURER o 005 BATHROOM F-3 5-2 P-2 T-I/P-2 T-UP-2 T-I/P-2 C-I +1'-00 T-1 CERAMIC TILE GROUP 4: 006 HALL F-1 B-I P-2 P I P i P-1 c-I/c-z +1'-0' CEILING 1 SLIDING GL DR ALL HARDWARE BY DOOR o F J 1 ®®®R SCHEDULE MANUFACTURER G-1 GYP. BD. W/ POPCORN SPRAY FINISH Q F 00 BEDROOM F-I B I P 1 P-I P-I Pa c-I/c-2 +8'-0° AT TOP FLOORS AND DROPPED GROUP 5: F 008 CLOSET F-I B-I P-I P I P-i P-1 c-I/c-2 +1'_0^ CEILINGS ONLY I CYLINDER RIM OR MORTISE U.SS Lill Z to z z 009 MASTER BEDROOM F-I B-I P I P-I P-1 P-1 C-I/C-2 +8I -0" C-2 CONCRETE W/ POPCORN SPRAY FINISH pC G i — AT +8-0° CEILINGS LOCATED ON: GROUP 6: W W S o RAISED I " IST FLOORS 1-1/2 PAIR HINGES 1219 4-1/4x4-1/4 P Z 01ID MASTER BATHROOM F-I B-I P-1 P-2 P-1 P-1 C-1 +l -0 T' I SET LOCK F521 OQ U.S.5 W U a E PANELS W C-3 CONCRETE, PAINTED I STOP 236W OR 243F US5 z Q' r N E�zIDll WALK-IN CL05ET F-I B I P I P I P 1 P-I C-VC-2 +1'-0" E 3 =� G 4 GYP- BD, PAINTED ^ x 012 TOILET ROOM F-3 B-z P-z P-2/T-I P-2R-I P-z/r-I c-I +1'-0" � 4 013 SOLARIUM F-1 B-1 P i P-I P-1 P-I c-vc z +8'-0" DQ \� I mmmm R 0 -- 001 ENTRY F-2 6-1 P 1 P 1 P-1 P-I C-4 +12'-0" D 002 OFFICE 1 F-1 B-1 P-1 P-1 P-1 P-I C-4 +12'-0" I i, 1 ;.—kq ENTRY FLUSH OPENING BI-FOLD FOLDING _`D003 LEASING F-2 B-1 P-1 P-2 P-1 P-1 C-4 +12'-0"004 BAR F-2 B-1 P-1 P-I P-I P-I C-4 +12'-0' 3 005 CLUB ROOM F-2 B 1 P-1 P-1 P-I P-1 C-4 +9'-0° C TEMP. W 006 MAINTINENCE F-4 5-1 P-4 P-4 P-3 P-3 C-4 +g'-0' ®z° GLASS (a = 001 TOILET F-2 B-I P-1 P-1 P-1 P-1 C-4 G C ILI 008 HALL F-2 5-1 P-I P-I P-I P-1 c-4 +9'-0" c� J o �00 009 WORK F-3 5-1 P-i P-I P-1 P-1 c-4 +12'-0' o _ \ I THESE PLANS AND ALL PROPOSED WORK Drawn ARE SUBJECT OANY CORRECTIONS 01! LAUNDRY P-z P-2 P-2 P-2 c-4 + a � I 010 OFFICE 2 F-1 B-I - P-I P-2 P-i P-I c-4 +12'-0° T J REQUIRED BY FIELD INSPECTORS THAT Project No. B F-3 s-I - g -0 9710.00 MAY BE NECESSARY IN ORDER TO B 012 WOMEN F-2 5-2 P-2 P-2/T-1 -2/T-I 10-2/T-1 C-4 +13 COMPLY WITI11 ALL APPLICABLE CODES. CAD File No. A5.1 Date P SLIDING O GARAGE �H FRENCH ]014 MEN F-2 B z P z P 2/T-1 -2/?-I P-2rr-I c-4 +9'-ID' 1/20/98 FITNESS F-I B-I P-1 P-I P-I P-1 C-4 +12'-0' Drawing No. A Al DOOR TYPES A6 FINISH SCHEDULE A5. I A © WAYNE BERENBAUM ARCHITECTS AIA, 1997 THIS DOCUMENT IS THE PROPERTY OF WAYNE SERfNOAUY ARCI*rMimn, pA MID SHALL NOT REPRODUCED UCT'MARCHITE O� "OWRTTEN CONSENT OF 1 2 3 4 5 6 7 8 9 10 11 12 13 WAYNE ENOAU 14 -- 12 1 3 1 4 1 5 1 6 1 7 8 1 9 1 10 1 11 1 12 1 13 1 14 MtJERIAL KEYING LEGEND N 05 METALS N 05520AI 42' H. ALUMINUM RAILING o 0 06WOOD AND PLASTICS 2'-4' 6'-0' 2'-4' 09 FINfSNES 09200A EXTERIOR KASTER 05520AI 09250A 1/2' GYP. BD. cn m 09R 250.GYP. Bp. CEILING o M N ® 09250.R1 GYP. BD. SOFFIT -- - 09200.A All 09250.R2 SLOPING GYP. BD. CEILING m, _ A42 DECK 09250.8 POLYSTYRENE AGGREGATED FINISH (POPCORN) z WIC 1 10 SP'EEGIALTIE:5 p,1 L J � 10800A MEDICINE CABINET L M � �p - J O 10800.4 SHOWER CURTAIN ROD L 10800.J TOWEL BAR - oos � 10830A MIRROR 108404 10840A IV VINYL COATED WIRE SHELVING To 11 EQUIPMENT U) 181-0. 09250.5 12B'T' 3'-10' LIVINCs ll450A DISPOSAL o 1145OZ REFRIGERATOR � K K NOTE 3 SD 25 10800.A (TYP) 0 15440.51 11450.0 DISHWASHER 09250.R 09250.Ri �T E 20.R2 C 2A U11 4 0012 ,T _m 10830A HALE 3 11450D RANGE / OVEN BAtH 28 ooe 1145044 WASHER SIT T VAULTED CEILING � ® Dos r � 4 10840A � 11450.1 PRYER AT 0P FLOOR ONLY 3 11450M RANGE HOOD OR MICROWAVE -- 15440.C1 za 2A --------- no 2A 12 FURNISNING6 B m 2B 12380A1 24' DEEP BASE CABINET m ({II'-0' a TOP _ FLOOR ONLY) TRACK LIGHT FIXTURE: _ SD � C7 15500.A1 12380.G1 12' PEEP UPPER CABINET � � 15440E 15555 A 12380PI PLASTIC LAMINATE COUNTER TOP 4 SPLASHFA -� O W WALL SCONCE: 11450.8 --- ---- O 12380.M 42' HIGH COUNTER 1= e I � 10840A ---� - - --- --- ® 15 MECHANICALw � Q -�7h11450.1 L---J n 12380.M 15440AI DOUBLE SINK Z H 3ID INLAND. WALL STRIP LT. KICCHEN Z .� H Ell `\7 `� `s 1 DINING 15440.B1 LAVATORY Al2 - 0 EXHAUST FAN LAUNDRY, O oos 2 I ° g 4 ooz 2 15440.G1 WATERCLOSET Q C� 09250.R ooa S 3 11450 D� 3 15440E tU8 W/ SHOWER > I- r e ©` sD SMOKE DETECTOR _ 11450.A 1 15500A1 AIR HANDLING UNIT ON PLENUM Box Q 11450.14----- �� - ISW.HI-HAT �� - - - - _- 15555A WATER HEATER --09250.R1 10840.A V TENANT SEPARATION UAL WALL 16 ELECTRICAL rn C \/ c C 09250.R1 iT' m 16000A2 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS o Im'-II' o` 25'-6' 2'-®' LEGEND BASE /�11-11 WWII BASE, FLOOR AREAS = B-2 6X 4 CERAMIC AITILED GLAZED F1 PLAN Al - REFLECTED CEILING PLAN F8 PLAN Al - FLOOR PLAN LIVINGA�A: 8008F. PAINT iaS DECK / PATIO : 85 P-t GYP BD, PAINTED QM F F 1/4°1=1'-0" 1/4"=1'-0" TOTAL ECa NCLOSED : S26 SF. P-2 WATER RESISTANT GYP, BOARD, PAINTED Ell P-3 CONCRETE BLOCK, PAINTED L ��y, -------------- ---- ------- ---i--------- ----- NOTE 2 -� --- --- -- I- ------- Alt------�--- -------- i TILE 6 X 6 CERAMIC TILE, GLAZED `,+ 2� NOTE 2 P_1 Jll NOTE 2 TYP. __- J11 JIl T-1 y,l TYP. 92380.GI 09250A 09250A AT2 i Cz A 12380.GI `, GENERAL NOTES LW U I NOTE 1: OPEN Z EDGE OF SEAS A7 EXTENDED BALCONY AT UPPERMOST �► u E i FLOOR ONLY. SEE BUILDING PLANSX NO $ 11450M 12380P1 P-1 ' OPEN NOTE 2: B - i / NAT OTE�R FLOOR ONLY c o 0 1238012380. i - POLYSTYRENE AGGREGATED FINISH (POPCORN) AT CONCRETE SLAB CEILING ONLY. CEILNG AT UPPER FLOOR UNITS 0 - - o - \ P-1 SHALL BE CEILING GYPSUM BD. U. _ 0OTE 4: 11450.D \`� Nmm PROVIDE WOOD BLOCKING IN BATHROOM WALLS TO ALLOW I FUTURE INSTALLATION OF GRAB BARS - FIRST FLOOR ONLY PER FEDERAL FAIR HOUSING ACT. Z 12380A1 O O 09250A AS O O NOTE 5: -` W 2380.A1 3 11450.0 12380A1 2 2 9 WATER RESISTANT GYP. BP. BEHIND ALL PLUMBING FIXTURES W 11450.B B-1 TYP. AT2 B-1 AND IN ALL WET AREAS. _\ �3 C1 KITCHEN - ROOM 003 C7 LIVING AND DINING - ROOMS 001 & 002 WALL TYPES 1 /4"=1'-0" 1 /4"=1 •-0" lUl � ONE LAYER SIDES OF 3 5/8 ABOARD o TYPICAL UNA. METAL STUDS a 24' O.G. o Z T-1 T-1 �-- ------------- ONE LAYER I/2' GYPSlA1 BARD ON W C 0 Ir0000Aa P-1 ---- --_ UJ2 1 x 2 P.T.wooD FURRING ®16' oc. a� � C 10800.HI P-2 JIl a a NOTE 5 B BOTH SIDES O= 8' CONC. BLOCK WALL? � o 0 09250A - - I A"12 25�.1 _ 12 ONE LAYER OF 1/2' GYPSUM BOARD ON Q0 0 o 3 3 5/8' OR 6' MTL. STUDS ® 24' O.C. W/ 5.0 o 10830.A N INSULATION ON INTERIOR 4 5/8' STUCCO ° a 0 10800A w ON EXTERIOR OF 8' CONCRETE BLOCK '+ l OPEN THESE PLANS AND ALL PROPOSED WORK ONE LAYER � �BO BOARD Drawn * _ INSULATION ON INTERIOR 4 5/B' STUCCO Project No. 123W m a o ARE SUBJECT TO ANY CORRECTIONS EXTERIOR CONCRETE BLOCK g 710.00 g 10800 J -s .G �; = REQUIRED BY FIELD INSPECTORS THAT B MAY BE NECESSARY IN ORDER'S � ONE LAYER OF FURRING 6 I ' O.C. ON CAD File Na. nIMM 15440.G1 _ JJ 2 x 2 P.T. WOOD FURRING � Ib O.C. ON P I nA 1 COMPLY WITH ALL APPLICABLE CODES. BOTH SIDES OF B' CONC. BLOCK WALL Date 12380.1 O O 15440.E B-1 O 503/20/01 STUCCO ON BOTH SIDES OF Drawing No. CONCRETE BLOCK WALL P-1 09250.A B-1 O - � S/8'STUCCO ON CONCRETE BLOCK OF %`\ 6 • 1 A A H I Al BATHROOM - RM. 005 A7 LIVING AND DINING ROOMS 001 & 002 © WAYNE BERENBAUM ARCHITECTS AIA, 2001 1/4 "=1 '-0" 1 /4"=1 '-0" __ THIS DOCUMENT 6 THE PROPERTY OF WAYNE NENENSAUM ARCHREM, PA AND SHALL NOT �PAOOUCEO WRlWNT THE MUEN CONSENT OF �f WAYNE OERENd4UM NiCHRECOT PA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 1 2 1 3 1 4 1 5 1 7 8 1 9 1 10 1 11 1 12 1 13 1 MATERIAL KEYING LEGEND N 05 METALS N 05520A1 42' H. ALUMINUM RAILING o 06WOOD AND PLASTICS V-8' 10'-1' 5'-4' 5'-4' 013 FINISHES 09200A EXTERIOR PLASTER OO 09250A 1/2' GYP. BD, 09250.R GYP. BD. CEILING 0 M 09200A 9 O 09250.R1 GYP. BD. SOFFIT � 09250.R2 SLOPING GYP. BD. CEILING SOLARIUM fl 092505 POLYSTYRENE AGGREGATED FINISH (POPCORN) z° UltC 10 SPECIALTIES 10800A MEDICINE CABINET M TER BEDROOM - I IZ 10000/41 SHOWER CURTAIN ROD L _ 10800.J TOWEL BAR 10830A MIRROR 10840A 10840A I6' VINYL COATED WIRE SHELVING m 11 EQUIPMENT V) 11450A DISPOSAL K NOTE 3 11450.E REFRIGERATOR NOTE 3 SD I-IVIN� (TYP) 2 5 10800-A K 09250.R OCJ250.R1 09250.R2 1544 ) B1 NOTE 2 10830A r19&40j WI 4 001 11450.0 DISHWASHER 0 HALL 3 11450D RANGE / OVEN 57H ;t oos b 11450-H WASHER �e �1'-OJ' VAULTED CEILINCs 11450.1 DRYER AT Tt FLOOR ONLY :;4 oos �, 3 -------------1145011 RANGE HOOD OR MICROWAVE ------------- 15440.CI `D 2Q 2A J +e'-0' DID � 12 FURNISHINGS J SD FLOOR ONLY) n C/ B _ 2i 12380A1 24' DEEP BASE CABINET m TRACK LIGHT FIXTURE: o I 15500AI 12380.C1 12' DEEP UPPER CABINET Q 15440.E O 15555.A O_ 0� n 12380PI PLASTIC LAMINATE COUNTER TOP < SPLASH WALL SCONCE: _ Oj r w 1145.E 012380.M 42' HIGH CATER 10840A --- 11450.0 ^ 15 MECHANICAL o_ Lij 11450.1 _ _ _ 12380M 15440AI DOUBLE SINK O O Z 3ID' INLAND. WALL SCRIP LT. M _ KITCHEN 0 0 Q H Z H E14 \7 fl 1 1 � DINIWJ 15440BI LAVATORY J� J +O 0250.R I Alt Q EXI IAUovT FAN I-d RY O 8 °33 2 ° 1 4 ooz 2 15440.C1 WATERCL05ET Q 0 a- 11450 D 3 15440.E TUB W/ SHOWER > 0 r S sD SMOKE DETECTOR i14 00a 1 15500A1 AIR HANDLING UNIT ON PLENUM BOX Q 0 -- ------ 11450.14 ' ^ F11 //V11/, 10 15 W. HI -HAT - - - 15555A WATER HEATER v I G 09250.R1 TENANT SEPARATION WALL- IF WALL 16 ELECTRICAL G 09250.R1 �' +T' 0° 0 0A 16000A2 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 3 10'-6' 10'-11, o 0 -6. 2' LEGEND BASE F 1 PLAN Al - REFLECTED CEILING PLAN _ FLO©R AREAS = B-2 60X D CERAMIC IT ED GLAZED F 8 PLAN A i F LO 0 R PLAN LIVING AREA : Bob S.F. PAINT F - - DECK / PATIO : 0 P-1 GYP BD, PAINTED Q 4+ 1 /4 "=1 -0" 1/ 4"'--0" TOTAL ENCLOSED : 855 S.F. P-2 WATER RESISTANT GYP. BOARD, PAINTED Cc Q F r------------------------_---------- ---� Eill ---------T- P-3 CONCRETE BLOCK. PAINTED Z a -' NOTE 2 _ ------------�---- ---, ,-------,---- LL1 y _2 � • NOTE 2 P-� JIl NOTE 2 JIl Alt Jll TIE 6 X 6 CERAMIC TILE, GLAZED m -TJ I I TYP. _...--" TYP. 1 09250A Alt tYP. I W I 112380.G1 09250A I I _--� Al2 I I� i I Alt I W� � I 12380.C1 ' I GENERAL NOTES u,, d / NOTE 1: Q E M �� - OPEN // EDGE OF SLAB AT EXTENDED BALCONY AT UPPERMOSTE �-zPLR LILY. SEE BUILDING PLANS a 11450.M 12380P1 mini P-� /// OPEN AT IEPPFR FI /)f112 r-Al Y ® B� YASIDPIi IJ= // _ a000 � 12380.M POLYSTYRENE AGGREGATED FINISH (POPCM) AT CONCRETE o \ P_1 SLAB CEILING ONLY. CEILING AT UPPER FLOOR UNITS - 0 11450.D ` s SHALL BE CEILING GYPSUM BD. �n `� ;Y, NOTE 4: PROVIDE WOOD BLOCKING IN BATHROOM WALLS TO ALLOW r INSTALLATION OF GRAB BARS - FIRST FLOOR ONLY PER "Now - FUTURE 12350.A1 12350A1 FEDERAL FAIR HOUSING ACT. IN 1 3 11450.E 12380A1 2 09250A %� WATER RESISTANT GYP. BD. BEHIND ALL PLUMBING FIXTURES 11450 B B-1 O TYP. Alt O O B-1 AND IN ALL WET AREAS. C1 KITCHEN - ROOM 003 C7 LIVING AND DINING ROOMS 001 & 002 -� WALL TYPES 1/4"=1'-0" 1/4"=1'-011 WI ONeoYEIsDFIn'ES OF 3 PSINBOARD ®o METAL STUDS a 24' O.G. pz C T-1 T-1 -- ------------ TYPICAL urvo. "' C 16000Az 10800.1 i P-2 P-1 tax i PT W FURRING i BOARD � NOTE 5 BOTH SIDES OF 8' CONC. BLOCK WALL o i0'3250A Alt 25 12 ONE LAYER OF 1/2' GYYPPSUM 50AIC ON _ 000 10830.A . 3 5/8' OR 6' MTL. STUDS f 24" O.C. W/ 5.0 0 -0 0 10800.A INSULATION ON INTERIOR E 5/8' STUCCO a Inn ON EXTERIOR OF 6' CONCRETE BLOCK x ONE LAYER OF 1/2' GYPa7 BOARD ON Drawn l OPEN THESE PLANS AND ALL PROPOSED WORK STAFF r T J INSULATION ��I HURRINGs 415/B0STUCCO Project No. 10800 J NOTE 6 12380.M`1 a :� 0 ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT ON EXTERIOR OF 8' coNazErE BLOCK g 710.00 B s � � � � � � CAD File No. 15440-Cl J r MAY BE NECESSARY IN ORDER TO ONE LAYER OF 1/R GYPSUM BOARD ON 123sm.l COMPLY WITH ALL APPLICABLE CODES. 2 x 2 P.T. WOOD FURRING ® I6' OL. ON P I nA2 JBOTH SIDES OF e' CONC. BLOCK WALL Date 15440.E O B_1 O 3/20/01 5/8, STUCCO ON BOTH SIDES OF Drawing No. P-1 09250A B-1 O CONCRETE BLOCK WALL A Al BATHROOM - RM. 005 A7 LIVING AND DINING - ROOMS 001 � CONCRETE BL5/81STUCCO ON OCK A6.2 & o 0 2 coNNCRETE BLOCK WALL A 1/4 =1 -0 1 4"=1'-0" © WAYNE BERENBAUM ARCHITECTS AIA, 2001 1N6 pOCOM 5 T E PNOP OF ftY E SERENSWM MON=, PA MD SHALL NOT REPRODUCED OUT THE T CIEWS OTEN CONSENT OFWYK of 1 2 3 1 4 1 5 6 7 8 9 10 11 12 1 13 1 14 1 2 3 4 5 6 7 8 1 9 1 10 11 12 1 13 1 14 MATERIAL KEYING LEGEND N 05 METALS N OF WALL 05520.AI 42' H. ALUMINUM RAILING a 36'-4' 09FINISHE5 o 09200A EXTERIOR PLASTER 5'-1 1/2' S'-I 1/2' 3'-4' V-4' 3'-4' 5'-0 1/2' 5'-0 I/2' 09250A 1/2' GYP. BD. 05520A1 09250.R GYP. BD. CEILING M W # 09250.R1 GYP, BD. SOFFIT In Oe2u 00 A p O O 0 09250-R2 SLOPING GYP. BD. CEILING 0 M N N 50.5 > DEC1K All 09 00.FI CERAMIC TTIILNE SHOWER W/T6VCURBcrH (POPCORN) 481.01 5ID.5 ,b A42 NOTE 5 10 SPECIALTIES Z NOT I (TY-P.) 10800A MEDICINE CA51NEt 10800.B TOILET TISSUE DISPENSER L I 10800.I41 SHOWER CURTAIN ROD 9 ID9250.5 _ I 9 MASTER 81 DROOM 10800-J TOWEL BAR L _ NOTE 3 12 BEDR� 2 pQ7 10830A MIRROR oos J 10840A IVVINYL COATED WIRE SHELVING NOTE THESE PLANS AND ALL ID9z5ID R2 11 EQUIPMENT ARE SUBJECT TO AN RRECTIONS 09250.R1---� W2 8'I 3' 6' `° 12' 4' °0 1f _5, 2 -Q2� 5'-8' a'-10 r-Ir 9' I1450A DISPOSAL REQUIRED BY FIELD I PECTORS THAT +�9050.R 09250.R1 NOTE MUTE 2 / K 1084ID-A 1 2,A Wi LIVIWG 114505 REFRIGERATOR MAY BE NECESSAR Ip ORDER TO AT T FLOOD CEILING .4 COMPLY WITH ALL AP IfCABLE CODF K AT 70P FLOOR ONLY SD '610-850.RI _ 2B ooi A4 '4 a 11450 C DISHWASHER o - - - - - 11450 D RANGE /OVEN 10840.A 1 4 B 2 Q I 2A A82 4 010 2 n ------------------- ---- \ TRACK LIGHT FIXTURE: a N HALL ` I 28 3 11450.1H WASHER ID9z5ID.Rz +11 00z5ID.R M BATH Z 0O6 (+1+11'-0' ® TOP WALL SCONCE: 006 I 13 2A I - 11450.1 DRYER + FLOOR ONLY) + n r - fID830A 11450k I RANGE HOOD OR MICROWAVE J 15440.51 e 12 FURNISHINGS 36' INGAND. WALL STRIP LT. 09250.R I 10540A O I 2A \1 1� 40C1 12380AI 24' DEEP BASE CABINET J 30" INGAND. WALL STRIP LT. 1544ID.cI '. WIC. I 12380.C1 12' DEEP UPPER CABINET m 15440.E ° lIDBIDIDA iro otT L - _ 3 TOILET - 0 ID925ID Rl M 12380F1 PLASTIC LAMINATE COUNTER TOP 4 SPLASH J JUNCTION SOX 1544IDU31 - r Yee 11450.Ei j --- j� 10830-A ---- _ C 4 oiz 2") 12380.1 VANITY GA5INE7 U U w o EXHAUST FAN 10840.A I -----I L 3 LLL 1= 11450.( I L - 11450.0 008 12360.M 42 HIGH COUNTER � m H EII (( 1238IDM v e 15 MECHANICAL LLI a7Z EXHAUST FAN W/ 2 LIGHTS KITCHEN -- DINIWs Q ID93IDIDPI Q u O Z LAUNDRY 4 003 2 1 :0 4 0-0Cr 15440AI DOUBLE SINK J Q FH ' I 8 aO 15440BI LAVATORY Z 09250.R 1 4 -3 1 5 2 O +l'-0' SD SMOKE DETECTOR I 3 Eo` 15440.C1 WATERCLOSET Q 15440.^41 15500AI ` [ LJ -15 W. HI -HAT -- �� _-_-- 11450,A "�' 15555.A O � 15440.E TUBW/SHOWIER / O 11450. -4 NilL - - - J Li 15445.ES SHOWER HEAD W! H. t C. WATER Q - - - - - - - _ _ _ OF WALL OF WALL N - - - - - 15500A1 AIR HANDLING UNIT ON PLENUM BOX ° G 09250.R1 OF WALL O TENANT SEPARATION WALL 33' 0' 15555A WATER HEATER ~ +1'-0' 3 "4 I6 ELEGTRICAL °01 G .3 16000A2 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS o LEGEND BASE B-1 WOOD BASE, PAINTED AS 8-2 6 X 4 CERAMIC TILE, GLAZED PLAN B1 - REFLECTED CEILING PLAN F8 PLAN BFLOOR ARE " 1 - FLOOR PLAN GYP F 1/4"-1'-�1/4"=1'" LIVING AREA: 1100AS GYP BD, PAINTED -0DECK/PATIO: 10 P-2 WATER RESISTANT GYP. BOARD, PAINTED TOTAL ENCLOSED : 1110 S.F. P-3 CONCRETE BLOCK, PAINTED "V Q r-------- ------ ---i-------- -NOTE 2 --- TILE EII ---- -- -- T-1 6 X 6 CERAMIC TILE, GLAZED tq� NOTE 2 P-1 JII - NOTE 2 j Alt P-1 ------ LLI TYP. ID925IDA albP• JII @925IDA - GENERAL NOTES W W d238ID.C1 0925IDA TYP. J11 Z 12380.C1 I '.� I T !" i 1 ® N All I FYI 9 i Alt 25 12 NOTE I: m Z EDGE OF SLAB AT EXTENDED RAI r(WY At I IPP1==Me)9T 1 .. U El M e /ce �� / -mum OPEN \�" / w FLNOTE ONLY. SEE BUILDING PLANS 7 � p^ e 0 - PINK 11450M-i 123S0P1 I P-1 ��N ? NOTE 3: L IA,, �. T UPPER FLOOR ONL7.« ,, ,, ,-----_,..- - - LQ• °� F 6Y ap - 12380FI / 1- riNIPH(r-crwKNJAITCNGFQtTE oti 12380M �1238IDM 0 v 9 SLAB CEILING ONLY. CEILING AT UPPER FLOOR UNITS 0 loop, _ o - \ 0 = SHALL BE CEILING GYPSUM BD. NOTE 4: -- � 1145ID.I7 \� PROVIDE WOOD BLOCKING IN BATHROOM WALLS TO ALLOW m \� FEDERAL FAIR FUTURE INSTALLATION OF HOUSIKa ACT GRAB BARS - FIRST FLOOR ONLY PE-OTSR NOTE 5: EWED WATER RESISTANT GYP. BD. BEHIND ALL PLUMBING FIXTURES , D AND IN ALL WET AREAS. 1145ID P 12380.A1 8-1 12380A1 1145ID-C 12380A1 O 09250.A AB 2A P-1 Q NOTE 6: :` W 7YP. 09250A B-1 DOOR SHALL OWING OUT M THE FUTURE FOR ADAPTABLE UNITS - FIRST FLOOR ONLY PER FEDERAL FAIR HOUSING ACT. W C1 KITCHEN -- ROOM 003 C6 LIVING AND DINING - ROOMS 001 & 002 3 WALL TYPES 1 /4"=1 '-0" 1/4 91=1 '-0" W1 ONE LAYER OF In' GYPSUM BOARD ON BOTH SIDES OF 3 5/8' OR 6'' G TYPICAL UN.O. METAL STUDS a 24' Oi. ea, z C= m T 1 10830.A 16000A2 E8 A11 P-2 A11 A11 P-2 W2 ONE LAYER OF In'GYPSUM BOARD ON r ; G 16ID0IDA2 1080O.H1 10800.HI ID9250 1 x 2 P.T. WOOD FURRING ® IV O.C. ON _ P-2 L� 108ID0.H1 NOTE 5 -t P-1 IIDSIDIDA Al,l P-1 a SM Al 2 15445 B AlZ BOTH SIDES OF W CONC. BLOCK WALL J o NOTE 5 B ONE LAYER OF I/2' GYPSUM BOARD ON o 0 TYP. IM TYP. 3 5/8' OR 6' MTL. STUDS e 24' O.C. W/ 5ID o y 0 -1ID83IDA °eI \ INSULATION TTERIOR 8'�CONCRETE BLOCK U) u- a ON EX -10800.A m A-12 a IIDBIDIDJ Drawn OPEN SIM A8•P ONE LAYER OF I/2' GYPSUM BOARD ON Drawn NOTE l ZD 0 v TYP- n e NOTE 4 I x 2 P.T. WOOD RIRRING ®16' O.C. W/ 50 WB T 6Y MAX. INSULATION ON INTERIOR E 5/8' STUCCO Project No. �... r_------� r_._ 9710.00 1 i �- - - - 0 _ _ _ ON EXTERIOR OF 8' CONCRETE BLOCK NOTE 4 Tn P-2 'n 5/8' STUCCO OAR PAPER BACKED SELF CAD File No. / ® - NOTE l "' FUR MTL. LATH ON W2' COX PLYWOOD P I n B 1 ON 2x6 STUDS OR 6' METAL STUDS Date 12380.1 ------ O O 0 I6' O.G. MAX. O 1/20/98 12380F1 2 O A8 B-1 O 1544(I�.CI O O J4 CO STUCCO ON BOTH SIDES Drawing No. 12380.1 Alt TYP 10800.E3 Alt B-2 CONCRETE BLOCK WALL Al BATHROOM - RM. 005 A6 MASTER BATH RM. 010 Al TOILET - ROOM 012 � CONC -TEBLOCCO ON WALLEoF A6.3 CONCRETE BLOCK WALL A 0 © WAYNE BERENBAUM ARCHITECTS AIA, 2001 1 4 =1 -1/4 "=1'-0" 1/4 If =1 '-0" ME DOCUMENT 5 THE PROPERTY OF VWK eEREMBAUM MOHDEOIS. PA AND SHALL N RREPRODUWAYM UMYIUI'O�1O ME NOECIS PO OONSEW OF O� 3 4 5 6 7 8 9 10 11 12 1 13 ?4 SEMEN .�■■■ii : 1■■IS�� a :�■IS IS 1 3 4 5 6 7 8 1 9 10 i1 12 1 13 1 14 N MATERIAL KEYING LEGEND 05 METALS N CL OF WALL 05520A1 42, H. ALUMINUM RAILING 36'-4' 09 FINISHES o 0 3' 16'-0' 1PJ'_l 09200.A EXTERIOR PLASTER 5'-1 1/2' 5'-1 1/2' 33'4' 6 W-4' 3'-4' 5'-0 1/2' 5'-O.IQ' O'250A 1/2' GYP. BD. 09250.R GYP. BD. CEILING nI; 09250Al GYP. BD. SOFFIT u ® OS250.SLOPING GYP. BD. CEILING 0 +59M 0 0A O (� O R2 A I SOLO R OW50Z POLYSTYRENE AGGREGATED FINISH (POPCORN) [if+8'-0' I 0S300F1 CERAMIC TILE SHOWER W/ b' CURB 0'3250_5 zp F 013 NOTE 5 10 SPECIALTIESrTM z (TYP.) 10800A MEDICINE CABNET 1 1 12 10a0D.i3 TOILET TISSUE DISPENSER L , _ 10800.1-I1 SHOWER CURTAIN ROD �s 09250.5 I - - - - - MASTER BEDROOM 10800.J TOWEL BAR THESE PLANS AND ALL ROPOSED WORK NOTE 3 s ARE SUBJECT TO AN CORRECTIONS NOTE 3 BEDROOM 2 () °07 10830A MIRROR REQUIRED BY FIELD I PECTORS THAT 1 NOTE 2 ( 009 10840A Ib' VINYL COATED WIRE SHELi aBE NECESSAR IN ORDER TO IDg250.R2 O' n PauIPMENt COMPLY WITH ALL AP ,,, I 12 W2 8'-I' 3'-b' I2'-4' II'-5' - I > 9,50.R 0 ®5OR) P-11' 9' 11450,4 DISPOSAL U) K ® 10a40A I 4 2A WI LIVMCs 11450.5 REFRIGERATOR o 25 ATT VAULTED CEILING n K I . AT 70P FLOOR ONLY SO 09$ 50.R1 _ _ _ _ _ _ 28 4 oor 2 �A 44 MSA+ 0 11450.G DISHWASHER - Z 11450.D RANGE / OVEN U 1---------------------- �7 0 a 10840.A I HALL B I 2B Ab2 4 0,0 2 r L 09250.R TRACK LIGHT FIXTURE: 3 11450_W WASHER 05250.R2 +1'-0. I 8J-0' c' BATH 2 13 006 - 11450.1 DRYER (+IOO +a TOP WALL SCONCE: oos 1 ZA I 10830A + ZD FLOOR ONLY) + '_ - 11450.M RANGE WOOD OR MICROWAVE 1� II D 1544ID.i31 a 12 FURNISHINGS 36' INLAND. WALL STRIP LT. 10800A`t T_009250.R I 10840A O 2A \�l 15440.CI 123BOAl 24' DEEP BASE CABINET +1'-0° 30' INLAND. WALL STRIP LT_ 15440.C1 r W-I C• 12380.C1 12' DEEP UPPER CABINET m 1 10800A `* ID5250.R1 15440E ° or, L - - . 3 Q +T'XX-01 JUNCTION BOX 1544ID 81 `" - TOILET r 12380F1 PLASTIC LAMINATE COUNTER TOP 4 SPLASH 11450.5 ---" I 4 072 2i° VANITY CABINET J O U) --- -- 10830A ----, - 12380.1 U _j Ld 1NX 0 EXHAUST FAN 1ID84ID.A---� - -- LOSE 3 4r HIGH COUNTER I- N 11450.I 1 �__� 11450.0 , o0s 12380.M m H I E11 EXHAUST FAN W/ 2 LIGHTS _LAUNDRY KITCHEN _-- ; i 123801 I N O e 15 MECHANICAL Q w 0INING- �- U Al2 n O O03 I o 1 1 4 D oaz 5 09300FI 15440AI DOU15LE SINK J Q H I ` S� 013250.iR 004 I 8 4 2 -�0 15440.E LAVATORY Z Liam= ©sD SMOKE DETECTOR I r 3 1 0 1 4'-3' L I'-5' 2' 15440.GI WATERCLOSET Q U CL r, 11450.H -- © Q ---_-- 11 440AI II5555 A11 O 15440.E lUB W/ SHOWER o L� 75 W. HI -HAT 1145IDA OF WALL L--- © 15445.8 SHOVER HEAD W/ H. 4 C. WATER ,Q 0- LL OF WALL 15500AI AIR HANDLING UNIT ON PLENUM BOX v r ° 10540A G 092 50.RI OF WALL O TENANT SEPARATION WALL - 3-4 15555.A 1roTELHGTRIGAL 0' G 16000.A2 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 0 LEGEND BASE 9-1 WOOD BASE, PAINTED FLOOR ARIE14S : B-2 6 X 4 CERAMIC TILE, GLAZED 1 PLAN 131 - REFLECTED CEILING PLAN F8 PLAN B1 - FLOOR PLAN LIVING AREA 11105F. P-1PAINT GYP BD, PAINTED g F 1/4 "-1 '-�" 1 /4"=1 ' _0" DECK / PATIO : 0 0 WATER RESISTANT GYP. BOARD, PAINTED Y �' F TOTAL ENCLOSED : 1110 SF. P-3 CONCRETE BLOCK, PAINTED m� F------------------------ TILE Z a` EII _ 6 X 6 CERAMIC TILE, GLAZED to U. _ - - NOrrP. P-1 JII I NOTE 2 NOTE p - - T--- --i --- Alt P-1 ------------------- T 1 Z I OS250.A Aga I TYP. TYP. j JII Jll _ W Z m ,2380.-1 ID9250A _ 1 1 09250A GENERAL NOTES W I 12380.G1 I I _-- A1.2 iT � e _ 25 - ENOTE DGE l _2OF SLAB AT EXTENDED BALCONY AT UPPERMOST m U E �� �" �� - - �� i FLOOR ONLY. SEE BUILDING PLANS Q ul 0 z OPEN "' NOTE 2: m - 11450.M / OPEN - � AT UPPER FLOOR ONLY � � � � E e e 12380.F1 P-� z NOTE 3: e - 12380 F1 POLYSTYRENE AGGREGATED FINISH (POPCORN) AT CONCRETE $ oo 12380.M 12380.M e 'v Q SLAB CEILING ONLY. CEILING AT UPPER FLOOR UNITS j = SHALL BE GEING GYPSUM BD. NOTE 4: -- e 11450.D \ PROVIDE WOOD BLOCKING N BATHROOM WALLS TO ALLOW \\ FEDERAL FAIR HOUSING AFUTURE INSTALLATION OF CT BARS -FIRST FLOOR ONLY PER NOTE 5: ► ��� WATER RESISTANT GYP. BD. BEHIND ALL PLUMBING FIXTURES AND IN ALL WET AREAS. Z 12380A1 I 12380A1 3 11450.0 12380A1 2O 09250A A & 2A P-1 - 4 NOTE b: -` 11450.E B-1 ID925IDA _ m TYP. B 1 O DOOR SHALL SWING OUT IN THE FUTURE FOR ADAPTABLE UNITS FIRST FLOOR ONLY PER FEDERAL FAIR HOUSING ACT. C1 KITCHEN - ROOM 003 C6 LIVING AND DINING - ROOMS 001 & 002 WALL TYPES 1/4 "=1'-0" 1/4 "=1'-0" ONE LAYER OF 1/2' GYPSUM BOARD C WI ON BOTH SIDES OF 3 5/8' OR b' TYPICAL U.N.O. METAL STUDS a 24' O.C. 74NOTE5 T-1 IID830.A 16ID0IDA2 Eb A11 P_2 All All O ONE LAYER OF 1/2' GYPSU'1 BOARD ON p C 1`0 00A2 108ID0A 10800_Ht 108ID0.H1 P-2 WZ I x 2 P.T. WOOD FURRING s 16' OZ. ON 2 10800.H1 P-2 P_1 Al2 Al2 Al2 09250 o NOTE 5 v P-1 Ai.l SIM v 1544E B ONE LAYER OF V2' GYPSUM�BOARp ON OCK WALL __j LD o o_o 0 0 o TYP. SIM TYP. 3 5/8' OR 6' MTL. STUDS ® 24' O.C. W/ 5.0 p L O A4 � %INSULATION ON INTERIOR 4 5/8' STUCCO °' ¢ ON EXTERN OF W CONCRETE BLOCK 10830A 1( 10800A m A SI ONE LAYER OF 1/z' GYPSUM BOARD ON Drawn `F p OPEN SIM lI^ r1l AS.I 10800.J WB B4 = _-; J NOTE 1 q `* TYI� s? MAX NOTE 4 INSULATION INTERIOR 415/8 STUCCO Pro'ect No. e _ OTE b ON EXTERIOR 8' CONCRETE BLOCK 1 9710.00 NOTE 4 in B P-2 'n 50 STUCCO OVER PAPER BACKED SELF CAD File No. NOTE T ^ FUR MTL. LATH ON 19/32' CDX PLYWOOD P I n B 2 J `� ON 2xb STUDS OR 6' METAL STUDS Date 12380.1 ------ ® Ib' O.C. MAX I 12380F1 1/20/98 8_1 O O 48 O 15440.C1 2 Drawing 12350.1 Al2 $-1 10800.5 O O (A-1-2) ;74 SCONCRETE BLOCK WALL IDES OF 9 No. TYP. A 5/b, STUCCO � E ONE SIDE OF Al BATHROOM - RM. 005 A6 MASTER BATH - RM. 010 Al TOILET -- ROOM 012 v A6.4 A QG 1/4 =1 -0 WAYNE BERENBAUM ARCHITECTS AIA, 2001 '" 1/4 "=1 '-0" 1 /4"=1 '-0" T M D MENT S TIE PROPIXIY OF WAYNE REREtJBWM A OUM, PA AND SHALL NOT REPRODUCED W/IHOUT TIE WROTEN CONSENT OF WAYNE SE EAUM ARCHDEY.RS PA of 2 3 4 5 6 7 8 9 10 11 12 13 14 I I u 1 1 1 2 MATERIAL KEYING LEGEND N 0 Ix2 P.T. FURRING W/ INSULATION Ix2 P.T. FURRING W/ INSULATION 1/2' GYP. BD. I/2" GYP. BD. - FINISH - SEE CONCRETE SGHEDULE�� �� BLOCK FINISH CONCRETE SCHEDULE '- r? i / BLOCK z. SLIDING GLA SEER SEE 'S' DWGS. % EXT. PLASTER FOR BUCK / r / SEE 'S' DWGS. EXT. PLASTER FOR BUCK O NI FINISH FLOOR SEE SCHEDULE SEE SCHEDULE _ ATTACHMENT \ ATTACHMENT K T� / K CORNER BEAD CORNER BEAD "''"' SEALANT SEALANT \U SEALANT SEALANT SEALANT zt Cq + DOOR -SEE o SCHEDULE ALUMINUM WINDOW - SEE SCHEDULE �—�` WEATHER-STRIP FLOOR SLAB EXT.a 0 EXT, DWD03-02 WAL01-MA J 1 NOT USED J4 SL GLASS DR SILL J8 DOOR HEAD ill WINDOW HEAD V„ J 3"=1$-0" 3"=1$-0" JAMB SIMILAR 3"=1$-0" m Q :D LLJ JoV 0 METAL FURRING CHANNEL W/ INSULATION W u- p 1/2 GYP. BD. Lt1 W 0 Q VERIFY EXT. FINISH - SEE _y' CONCRETE U O Z SCHEDULE r i BLOCK Z D- V2' GYP. BD. r K EXT. PLASTER .Q N CARPET T1•1INSET TILE FINISH - K /U_� I— of METAL SEER- THRESHOLD SEE SCHEDULE MA Le SADDLE SEE SCHEDULE -K / SHIM / O Q 0_ � WEATHER d' STRIP 3 5/8' METAL STUDS +v 24' OG. 2 NAILER ! GONER BEAD O FINISH - x - --- -- - Q SEE SGHESULE� 11 SLOPE SHIM AS REQUIRED �_ ° 3 4x� z SEALANT 4 RAISE 4 WARP CONCRETE SLAB C DOOR CAULK 711 PRE -HUNG DOOR UNIT g n BACKER ROD SLIDING GLASS DOOR SEE - SCHEDULE SEALANT ON _ DOOR- kZ SEE SCHEDULE COMPRESSIBLE CONCRETE SLAB WALL WIDTH FILLER BEYOND VERIFY SWINGS GLASS - SEE I_ ]at FLOOR ONLY SCHEDULE a i 13l4', EXT. W z OTH01-04A IFLO2-03 DWD0120A mU e. E1 DOOR SILL E4 MATERIAL TRANSITION E8 INTERIOR DOOR HEAD E1 1 SL GLASS DR HEAD - E 3"=1'—O" 3"=1'-0" 3"=1'-0" JAMB SIMILAR 3"=1'-0" JAMB SIMILAR _ `i all VERIFY EXT. ALUMINUM WINDOW - SEE SCHEDUL a" METAL POOR_ THRESHOLD SEE SCHEDULE VINYL CARPET SEALANT CAULK —� WEATHER CORNER BEAD 6 STRIP C:� Z FINISH- u SEE SCHEDULE SNAP -DOWN T-MOULDING DIVIDER r K9 CAULK " a c G' W o i SLOPE_ MARBLE D. a a` STOOL r e •J� ;oo 4a a PRECAST _ _ _ _____ Q RAISE 4 WARP CONCRETE SLAB CONC. SILL 1>1 C AT A WB POOR SEALA ONLY -, .\ \ \ \ Project No. EXT. PLASTER \ 9710 6 COMPRESSIBLE - CONCRETE SLAB FILLER \ THESE PLANS AND ALL PRO RK CAD File No. BEYOND \ \ FINISHCHEDULE \CONC\ RETE ARE SUBJECT TO ANY CORRECTIONS S HT— D RS Date BLOCK REQUIRED BY FIELD INSPECTORS THAT Ix2 P.T. FURRINYSW/ INSULATION MAY BE NECESSARY IN ORDER TO pTH01-04 IFL02-04 WAL03-02A I/2" GYBD. COMPLY WITH ALL APPLICABLE CODES, Drawing 9 No. A Al DOOR SILL A4 MATERIAL TRANSITION A8 WINDOW SILL All NOT USED WAYNE BEI�NBAUM ARCHITECTS AIA, 1997 j� 3"-1'-0" 3"-1 E—O„ 3"-1'-0" 3"-1'-0" THIS DDCUNEMIST IPHOPED OF WAYNE WITTIMNN&HI1E 5 PA AND SHIN NOT THE PI UCED WHHOUI THE WNBIEN CO HII OF o 3 4 5 6 7 R 9 r) 11 .mmm::avc-�.m.��+.suw-uuc�e�rm. -�.+ �� 1 4 WAYNE BEBEN M ANCHNECIS PA — 1 1 or 2 Hour Fire Rate d 4 9 10 1 12 13 14 ('0® 6 4SULO" oss if - Through Penetration Ftrestop Fo Sindle MetaI Pipe through 3135 C,.� Rd. sum walls using Bead'aocd.OH,44122 MATERIAL KEYING LEGEND s TREMstop W15M. YstB^ WL1051 F-rating = i and 2 Hr. SOUND INSULATION N T-rating = o and 1/2 Hr. WHERE OCCURS « o0 FRAMING 3 "—) . FINISH - GYP. 50ARD- METAL FRAMIWe SEE SCHEDULE SEE SCHEDULE FINISH- to Irz" GYPSUM SEE SCHEDULE o NI l J BOARD GYP- BOARD- N 2 SEE SCHEDULE BULLNOSE 2 3 f �— ------------------------------------------- --- --- - TILE CERAMIC - FINISH- K SEE SCHEDULE — e f ` 2 L THINSET CERAMIC COvEta =— _ BASE TiLE-6EE SCHEDULE �r —, \7 ©1 or 2 -hour fire rated gypsum wallboard/stud assembly THIN5ET�--._____—___—__ _ _ � z (2) A) Steel Pipe - (o' diam.(or smaller) Sch. 40 (or heavier) steel CERAMIC TILE B) Conduit - 44diam.(or smaller) EMT or rigwid steel SEE SCHEDULE LU ® TREMstopWBM - rill Max. 3/4' annulus at a thickness of 1 ' (2 Hr. F-rating) or 3/4" (1 Hr. F-rating3 5/8'METAL STUDS )• 3 5/ ME IWL23-02 CONCRETE FLOOR t� K SLAB IWLII-o3 c IFLOI-07 IWLiS-20E c U J 1 PIPE PENETRATION J4 TILE BASE J8 TYPICAL WALL J 11 WAINSCOT ,1 1 1/2 91=1 '—On 310=1$—On 300=1'-0n 3"=1'-0" 3Hor Fire Rated ��� I Hour Fire Rated Thr m p J J Guess i fe Through Penetration Fireatop fo (l (IL�L�I(f(fV Q® pass if Penetration Firestop for for ° Q ._ J ° Metal Ducts through 31135 Grman Rd. °a Plastic Pipe through FINISH- 1 O Concrete floors or walls using °da" d• O+• 44122 C373z Rd Concrete floors or walls Is Baadwood, ON, 44122 SEE SCHEDULE •�••I Q �atea` TREMstop WBM. ® using Intumescent devices. U 0 W lateen CAJ7005 F-rating = 3 Hr. CAJ2060 F-rating = I Hr. 5/8, TYPE 'x' GYP. BD W W T-rating = 0 Hr. 2 2 T-rating = i Hr. PER ASSEMBLY LL LLI [] 3C REMIREMENT5 U CIL 1 i Z J 0 30 3A � .., .c O- O r� 3D i 2 — ---- GYP. BOARD- U 3A 3C 3G o o Q.o 2 o SEE SCHEDULE I 2W d a Q a — — — — — — — METAL FRAMING 0 Z I 3A o o 3B • -- SFINISHEES j_ `----------------------------------------- 7 CHEDULE 3A o 3B c G O Floor or Well assembly =Min- 4 i,' tHc concrete, with a max 160 sq. in. opn'g. FLOOR ASSEMBLY 3C WALL ASSEMBLY 3 5/8' METAL STUDS o Q Steel putt - 18' x 6'(or smaller) No. 28 gauge (or heavier) steel. m 24' oC. O(D Floor or Wall assembly 4 !° thick concrete. INSULATION 3 A) Packing Material - Min. i" thk mineral wool (min 4 pcf) insulation, ® Plastic Pipe - 4" dram. (or smaller) Sch. 40 (or heavier) w I -HOUR I -HOUR friction fitted info opening PVC pipe for use in closed (process or supply) UL. DESiNPN'U425 GYPSUM ASSOC. p systems. B) TREMstop WBM -Min 1' thk Mastic applied within annulus. Q3 A) TREMstop M - Nom. 1" thickness mortar applied within WP 1200 METAL CORNER C) Cover Plate - Min 28 Ga. Galy. Stl_ cut to fit contour of duct, with I" annulus. Nom. annular space iia'so BEAD lap on floor/wall surface 'B) TREMstop WS - wrap strips, wrapped around `fit ° m Q F D) Angle Clips - No. 12 ga. stl, having 3" legs, and spaced 6' O.C. pipe 5 times. and secured to duct. ' C) TREMstop MGR - Steel restricting collar. 4 NOTE: For walls , install items 3A,353C,3D to both surfaces of wall. iWL23-06 IWL23-04 'TREMstop D (pre -fabricated devlce)can be used Instead of TREMstop ws/MCR IWL1820A (field-fabricatedCL04-02 � device). W In I Co a E1 PIPE PENETRATION E4 PIPE PENETRATION E8 FIRE RATED WALL E11 `�Q Z FFIT 1 1/2"=1'—on 1 1/229=1'-0n 3n=1'-0n n n �� E 2 Hour Fire Rated LILn1L�1LIL�� s Q,., oss ifThrough Penetration Firestop for Concrete floors or walls using aeadwood,OH, 44n2 LI Ln11�lLIL� Q v 12 SOUND INSULATION Single Metal Pipe through 3135 Cr Rd. FYRE-SIL or FYRE-SIL S/LWHERE OCCURS Yst� C�OF WALL GYP. BOARD- FRAMING r �_,._ SEE SCHEDULE 1 zi D CAJ1145 F-rating = 2 Hr. SEE FLR PLANSzi T-rating = 0 Hr. 35 2 `� m 3/4' PLYWOOD W I w FRAMING FIRE STOP u - a METAL FRAMING p I A OG ��GYP. BOARD- GYP. BOARD- Q 010 I SEE SCHEDULE 2 i ul I SEE SCHEDULE Q �,c ! k_-- FINISH- FiNISH- Q o to GYP. BOARD- SEE SCHEDULE SEE SCHEDULE w z o 0 3A 'i I - SEE SCHEDULE SEES RULE - - p o 'a G w TAPED INSIDE = II Vl 0 ' I FLOOR FINISH- �5 FINISH- SEE SCHEDULE CORNER UJ Drawn (D Floor or Wall assembly = 4 ';thick concrete I �— SEE SCHEDULE Lu yVg C Q Steel Pipe - 4' dta x. 3 smaller) Sch. 40 for heavier) steel. I v THINSET THESE PLANS AND ALL PROPOSED WORK project No. Annular space is max. 314' V p CERAMIC TILEESijeJEC1`ONYGORRECTIONS 9710 B A) 34 thick mineral wool (min 4.0 pcf), friction fitted gat+ fl CAD File No. R, E By N c M4Yt y S) 1" thickness of FYRE-SIL or PYRE -OIL S/L (floors only). 4 colvcR£T£ FLOOR E.�I.��IPECTORSTHAT SW`f-1NT SLAB IWAY Lb P=ECk-SSAR" aY IN ORDER TO COMPLY Vito::.. ;,����C ��LE CODES. Dote IWL06-03 IWL23-05 NOTE: For walls apply FYRE-SIL to both surfaces of wall. IGL01-12 IFL0104A Drawing No. Al PIPE PENETRATION A4 LOW WALL A8 WOOD BASE Al 1 CEILING DETAIL A762 A 1 1/2"=1'-011 30=1'-0a 3m=1'-0" n n ® WARYNEE BERENBAUMYARCHrEc15 AV, 2001 AND S N.L NOT REPE BER N YAR{p rE JS PA (:(M,gEM pF 3 1 —O WATNE RERENa4 M MCHREC S PA f 1 2 3 4 5 1 6 7 8 9 10 11 12 13 1 14 . MATERIAL KEYING LEGEND m 1/8" = l'-0" BUILDING 1 - FOUNDATION FLAN NOTES: I. SLAB ON GRADE IS 4' CONCRETE, REINFORCED WITH bxb. WI.4 WWF PLACED IN THE CENTER O THE SLAB, PLACE ON SLAB ON b MIL. VAPOR BARRIER ON COMPACTED SOIL. 2. TOP OF SLAB ELEVATION AT INTERIOR SLABS IS 0'-0'. THIS IS A REFERENCE ELEVATION ONLY SEE CIVIL / ARCHITECTURAL DRAWINGS FOR THE TRUE ELEVATION ABOVE MEAN SEA LEVEL.. EXTERIOR SLABS ( CORRIDOR SLABS) SLOPE TOWARDS BUILDING EXTERIOR SEE THE ARCHITECTURAL DRAWINGS FOR THE SLAB SLOPES. 3. 2E INDICATES FOOTING TYPE. SEE SCHEDUL THIS SHEET, 4. INDICATES 8' CONCRETE MASSONY UNITS WALLS, PROVIDE $5 VERTICAL AT 4'-0' O.C. IN ALL EXTERIOR WALLS, AND N5 VERTICALS AT 8'-0' O.C. AT INTERIOR CMLL WALL PROVIDE AN ADDITION 05 VERTICAL IN THE FIRST CELL EACH SIDE OF OPENINGS, AT WALL INTERSECTIONS, CORNERS, AND AT THE END OF WALLS, DOWEL REINFORCING INTO FOOTINGS AND GROUT CELLS SOLID AT THE REINFORCING PROVIDE AN ADDITIONAL N5 VERTICAL AT EACH 'a' DOT. AND 'FC' NOTATIONS ALSO SEE NOTE 48 BELOW. 5. FILLED CELLS SHALL BE 4'-0' O.C. (TYP. U.OX) 6. SEE SHEET S8-0 FOR GENERAL NOTES, BEAM, COL S_ 1. SEETHE ARCHITECTURAL DRAWINGS FOR Dimsm Nor SHOIIk 8. ® INDICATES 105 a 8'-0' O.C. IN FILLED CELLS ® INDICATES Is a 4'-0' O.C. IN FILLED CELLS --- _I FOOTING SCHEDULE5 MARKS SIZE DEPTH REINFORCING ( BOTT.UN.O.) REMARKS Pc' = 3000 PSI. TYPICAL 15C I'-(o' x CONT. 12, (2) •5 CON?. 25 2'-(o' x CONT. 12" (2) 45 CONT. BOT. (I) 5 CONT. TOP D66E 8' x CONT. 1211 (2) $5 CONT_ 15E I'-b' x CONT. 20' (2)'5 CONT. BOT. (1) "5 CONT. TOP 2 2'-0' x CONT. 20' (2) 45 CONT. BOT. (1) "5 CONT. TOP 15S I'-b' x CONT. 12' (3) 45 CONT. SEE SECTION 10/S82 5 6 8 L1fJ� n rfi�,'O ALL 1-UUI INI= SHALL 155 CAST` MONOLITHIC WITH THE SLABS ON GRADE. 9 10 1 11 1 72 13 14 UC WAYNE BERENBAUM ARCHITECTS AIA, 2001 THIS DOVAOU IS THE PROPERTY OF WAYNE RERENHQM ARCNOECTS, PA AND SHALL NOT REPROD"D WTIM THE WRITTEN CONSENT OF WAYNE BERD YIN ARaWiE015 PA 0 Z 0 ry -90 10 a z O 0 J a z � o � 0 w O Li LL LL; LLJ I Q c� 0 �(�f 7 -' ° L.LJ H z V) C) C) Li 9- < 1- E rr Ca V) _z 0 J G I C4 Z a � W LLj ' ` ' . czc .. q LJ � 2 I r a n � a _ L' Cm J o,. z V) C- UM1 J O 0 0 ory Drawn WB Project No. 4-1294-03 CAD File No. Bld'a 1 Date Drawing No. of _ __ E PLAN NOTES: u !� NOTE: ALL OPENINGS SHALL HAVE OFI6-105 ROT. /I S TOP CAST-CRETE FOR I6" DEEP BEAM. 1. INDICATES 8' CONG�TE MASSONRT UNITS WALLS, PROVIDE '5 VERTICAL A7 4'-(D' w O.C. IN ALL EXTERIOR WALLS, AND 5 VERTICALS AT 8'-V O.G. AT INTERIOR CMU. WALL PROVIDE ALL OPENINGS SHALL HAVE SF16-1*5 BOT. CAST-CRETE FOR 8' DEEP BEAM. AN ADDITION 5 VERTICAL IN THE FIRST CELL EACH SIDE OF OPENINGS, AT WALL INTERSECTIONS, A a N U oM V) w o: d z L K 0 ;\� ) 4 V Z a� mo Of w CY C:) O C) 0- H In u H-E o O�' 0- Z a� F CT M 3m C 0 0 a ry p n 4 LW u O 'kA W � > Z w m w� n U oe ` W I z o ,�-ffmm w r CORNERS, AND AT THE END OF WALLS, DOWEL I INFORCING INTO FOOTINGS AND GROUT CELLS SOLID AT THE REINFORCING, PROVIDE AN ADDITIONAL 5 VERTICAL AT EACH 'a' DOT. AND 'FC' NOTATIONS AL50 SEE NOTE "8 BELOW, e 2. PROVIDE A CMU. TIE BEAM AT ALL MASONRY WALLS, TOP OF TIE BNAM ELEVATION (HOLLOW CORA F -W "'"'` j IPLANK ELEVATION) 15 8'-V. TIE BEAM SHALL CONSIST OF TWO KNOCK OUT COURSES, EACH WITH M tad u ONE 5 CONTINUOUS, AND GROUTED SOLID. SEE DETAIL 9/682 TIE BEAM OVER OPENIW-L 2 3. GB-1 INDICATED Sxib' CONCRETE BEAM REINFORCED W/ 2% 5.4 25 T. CONTINUOUS AND *3 TIES e m AT 6'OC. THE 5070 T OF C5-1 MAY BE FORMED W/ A CASGRETE '8R6' PRECAST CONC. LINTEL DO NOT USE CMU TO FO[s1`i THE TOP OF THE BEAM G5-2 INDICATED Sxlb' CONCRETE BEAM REINFORCED W/ 208 B. +; MT. CONTINUOUS AND 3 TIES AT l'OC. ONE FOOT FAST OPENING FWCAST CONC. LINTEL TIES. 4. INDICATES SPAN DIRECTION OF 4' 4 8' PRECAST CONCRETE HOLLOW CORE PLANK '' `' PROVIDED 2' (MIN) TO 3 1/2' THICK CONC. TOPPING AT 4' PLANK_HOLLOW CORE FLOORS. 3 REINFORCED TOPPNG W/ bxb WI.4xWl4 WWF. W PLANK RECEVIES NO TOPPING SLAB. c C U� ^o 5. INDICATES 2x4 ® 16' O.G. STUD WALL, ATTACH PLATES TO PRECAST PLANK WITH 0145' DIAMETER POWDERS ACTUATED FASTENERS AT 16' O.G. PROVIDE TRIPLE KING STUDS EA. SIDE OF OPENING. a °� a 6. SEE SHEET 880 FOR GENERAL NOTES, BEAM, COLUMS_ U) 2 1. SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSION NOT SHOWN. Drawn ., 8. G5-3 INDICATED BFIF,-M BOT. 415 TOP CAST-CRETE. WB GB-4 SAME As G5-3 W/ 3 STIRRUPS ev OC. C.j Project No. GB-5 INDICATED SFIb-25 BOT. 4115 TOP CAST-CRETE W/ "3 STIRRUPS T'OC.G THESE PLANS AND ALL PROPOSED WORK' CAD rile No. - a STEP UP LINTEL OVER ALL Dona OPENINGS Bid' 1 ARE SUBJECT TO ANY CORRECTIONS Date . REQUIRED BY FIELD INSPECTORS THAT/ o/d 1... MAYBE NECESSARY IN ORDER TO DedWing No. COMPLY WITH ALL APPLICASLE CODES. 1 Al FLOOR FRAMING i I WAYNE BERENBAUM ARCHITECTS AIA, 2001 © -.. $� -.. ,.• ', ,. TN6 OOCUMW 6 THE PROPERTY OF MAYNE PEREN9MIM WHNECIS. PA MP SNALL NOT' RFlNIOONOm MRTgUf THE MRRTEN . CONSENT ac MYNE WRENRMM ARCHOECOi PA Q,f 1 2 1 3 1 4 1 5 1 6 1 8 9 1 1! 12 13 1 14 - �_ 101 201 40 I IT[ I IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION, THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE-003NS MAY BE NECESSARY SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT, 2 ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR TO CONFORM TO THOSE SHOWN ON THE ARCHITECTURAL DRAWINGS. 3 DESIGN LiVE LOADS ROOF 20 PSF CORRIDOR 100 PSF PARTITIONS 20 PSF STAIRWAYS I" PSF APARTMENTS 40 PSF 4 DESIGN WIND LOAD 16 100 MPIN WiTH SHAPE FACTORS IN ACCORDANCE WITH SBCCI, 1991 EDITION. FOUNDATION$ i FOUNDATION DESIGN IS BASED ON AN ALLOWABLE BEARD,* PRESSURE OF 30M PSF, AS RECOMMENDED iN THE GEOTECHNICAL REPORT NO. 216-001.01, DATED 21 JAN 1999, PREPARED BY FORGE ENGINEERING, INC, i 2 ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE GEOTECHNICAL REPORT SHALL BE FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED, NOTIFY ARCHITECT IF FOUNDATION CONDITIONS ENCOUNTERED DIFFER FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR 3 EARTHWORK SHALL BE PERFORMED UNDER THE SUPERVISION OF A LICENSED SOIL TESTING COMPANY TO ASSURE COMPLIANCE WITH REQUIREMENTS OF THE SOILS REPORT AND SPECIFICATIONS, 4 ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED OTHERWISE. CAST IN CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3OW PSI, A SLUMP OF 4' PLUS OR MINUS 1`, 2% TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATION OF 0,56. 2. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACi 301 CHAPTER 3, METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 53. OF THE LATEST EDITION OF ACI 318, 3. ALL REINFORCING STEEL SHALL BE NEW 0 ESTiC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 4, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185, WILF SHALL BE LAMED AT LEAST S' AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8'. 5, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' ACI 318 LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,' ACI 30L 6. ALL REINFORCING DETAILS SHALL CONFORM TO 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES' ACi N5, LATEST EDITION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. 1. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OT14ER TRADES, THESE ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 8. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. 3 WHEN' BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOFS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT SLABS EDGES. 10. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS U 41CH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. 11. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 11/2' ALL OTHER CASES 12. HORIZONTAL FOOTING AND TIE BEAM BARS SHALL BE BENT 1'-0' AROUND CORNERS OR CORNER BARS WITH 2'-6' LAP SHALL BE PROVIDED, 13, MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 46 BAR DIAMETERS TYP. EXCEPT W14EW OTHERWISE NOTED ON THE DRAWINGS. FOR BEAMS AND ELEVATED SLABS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLESS OTHERWISE NOTED. 14, TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ENGINEER MANY WALL O2i3T8UCTI0N I HOLLOW LOAD BEARING UNITS SHALL BE NORMAL iWEMHT, GRADE N, TYPE 2, CONFORMING TO ASTM CW, WiTH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (!'m • 15M PSI). 2 MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C210. 3 COURSE GROUT SHALL CONFORM TO ASTM C416 WITH A MAXIMUM AGGREGATE SIZE OF !VS' AND A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI, 4 VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT, 5 VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF V-00. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. SEE TYPICAL GROUTING DETAILS FOR ADDITIONAL INFORMATION. (o REINFORCING STEEL SHALL BE L I to INIMUM 48 BAR DIAMETERS, 1 HORIZONTAL WALL REINFORCEMENT BE STANDARD LADDER TYPE DUR-O-WAL AT ifo' O.C. UNLESS SHOWN OTHERWISE DRAWINGS, 8 SPLICED WARE REINFORCEMENT SHALL BE LAPPED AT LEAST 6' AND CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT WITHIN THE 6', LAP WITH STANDARD 'T' AND 'L' SHAPED PIECES AT INTERSECTIONS AND CORNERS, '1< 13 Ell I6, 9 WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL =pm,1T SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS, 001WEL0.0+44-L BE GROUTED INTO A CORE iN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT, 10 PROVIDE PRECAST CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED OTHERWISE % N L-gl4WI11GS. SEE THE TYPICAL TIE BEAM OVER OPENING DETAILS FOR REQUIREMENTS. 11 PROVIDE A KNOCK OUT BLOCK OR U-SLOCK REINFORCED WITH 1 +5 CONTINUOUS AT THE SILL OF ALL WINDOW OPENINGS. EXTEND 16' BEYOND EACH SiDE OF THE�z OPENING TYPICALLY. T_-_IA$ STRUCTURAL AL STEEL NOTES I STR=TURAL STEEL SHALL CONFORM TO THE ,41SC 'SPECIFICATIONS FOR DESIC-", FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS% LATEST EDITION. �� s 2 WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS DLI. 3 BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE a ...... - '`` 'SPECIFICATIONS FOR STRUCTURAL JOINTS USiNG ASTM A325 BOLTS' AS APPROVED BY THE COUNCIL ON RIVETED AND BOLTED JOINTS. USE BEARING TYPE BOLTS WiTH THREADS ALLOWED ACROSS THE SHEAR PLANE, ANCHOR BOLTS SHALL CONFORM TO ASTM 4 STRUCTURAL STEEL SHAPES, PLATES. ETC. SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, UNLESS NOTED OTHERWISE. STEEL TU5E$ SHALL BE 46 KSI STEEL CONFORMING TO ASTM A-$00. 5 STEEL SHAPES, PLATES, ETC, WHICH ARE EXPOSED TO WEATHER SHALL BE GALVANIZED. 6 PROVIDE ONE COAT OF STANDARD SHOP PAINT ON ALL UNGALVANIZED PIECES 'wP£ EXCEPT AT ALAS TO BE FIELD WELDED. 1 TOUCH UP FIELD WELDS AND ANY DAMAGED AREAS OF PAINT IN FIELD AFTER rtt N M WELDING. (USE GALVANIZING PAINT FOR TOUCH UP OF GALVANIZED STEEL). T- ALL WELDS SHALL 15E VISUALLY INSPECTED BY AN APPROVED LICENSED TESTING COMPANY. SEE SPECIFiCATIONS FOR ADDITIONAL TESTING REQUIREMENTS, WOOD CONSTRUCTION- 1 WOOD CONSTRUCTION SHALL CONFORM TO THE AFPA 'NATIONAL DESIGN'""HI SPECIFICATION FOR WOOD CONSTRUCTION', LATEST EDITION, 5 2 ALL FLOOR AND ROOF MEMBERS SHALL HAVE BE SOUTHERN PINE, GRADE NO2, UNLESS NOTED OTHERWISE. x, 3 ALL NAiLS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE. , U •�, t PREFABR MCAT Q -J2 TRUSSES 1 ALL F'REFABRiGATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WiTH HURRICANE CLIPS OR ANCHORS. CLIPS OR ANCHORS...z-= --•� TO BE APPROVED 13Y ARCHITECT. 2 PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED AN ACCORDANCE WITH THE«., LATEST EDITION OF THE 'NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS' AS RECOMMENDED BY THE AMERICAN FOREST AND PAPER Iza ASSOCIATION, 3 TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ENg-E j( INEERED L i&l4 jQ TRUSS TYPES ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LiVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. I TRUSS PROFILES ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY, WEW ARE NOT SHOW BUT SHALL BE THE DESIGNED BY THE TMM MANUFACTURER IN ACCORDANCE 4 TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH AN WITH THE SPECIFICATIONS. ENGINEER'S SEAL FOR APPROVAL BY THE ARCHITECT. DESIGN NOTES TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, 2 THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING PINTS , BEARINS CERTIFICATION OF THE CONNECTOR CAPACITIES AND MANUFACTURER'S LICENSE TO POINTS AND SIMILAR CONDITIONS. SEE THE STRUCTURAL FRAMING PLANS, SECTIONS FABRICATE TRUSSES UTILIZING THE CONNECTOR SYSTEM PROPOSED. AND ARCHITECTURAL ORAUUNWaS FOR BEARING ELEVATIONS, SLOPE POINTS, ETC. 5 THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS 3 ROOF TRUSS 12S L� SHOWING SiZE, SHAPE AND LAYOUT PRIOR TO SUBMITTAL FOR REVIEW BY THE TOP CHORD LIVE LOAD 20 PSF AT FLAT ROOFS ARCHITECT AND BEFORE FABRICATION HAS BEGUN. 1S PSF AT SLOPED ROOF (GREATER THAN 4d2) TOP CHORD DEAD LOAD 32 PSF (INCLUDES 25 FW FOR CEMENT ROOF TILE) 6 BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS BOTTOM CHORD DEAD LOAD 10 PSF MANUFACTURER UNLESS NOTED ON PLANS. WIND LOAD WO MPH PER 65C-91 1 ALL MISC. WOOD FRAMING SHOWN ON STRUCTURAL DRAWINGS SHALL BE NO, 2 TRUSS MANUFACTURER SHALL DESIGN TRUSSES FOR ALL DEAD LOADS FROM SOUTHERN PINE. MECHANICAL EQUIPMENT, PLU`IMING, ETC. THE MANUFACTURER SHALL SE RESPONSIBLE FOR COORDINATMG WITH THE CONTRACTOR TO DETERMINE 8 CONTRACTOR SHALL MAINTAIN ON THE SITE TWO SETS OF APPROVED TRUSS SHOP THESE LOADS AND THEIR LOCATIONS. DRAWINGS AND CALCULATIONS, WHICH BEAR THE SEAL OF THE SPECIALTY ENGINEER, LOADS SHALL BE COMBINED PER ASCE-1. ONE SET SHALL BE PROVIDED TO THE BUILDING INSPECTOR A7 THE TIME OF HIS FRAMING INSPECTION. 4 PIGGYBACK TRUSSES AND VALLEY SET TRUSS OVERFRAMM ( VS') SHALL ALSO BE DESIGNED BY THE TRUSS MANUFACTURER TRUSS MANUFACTURER iS ALSO RESPONSIBLE FOR THE DESIGN OF ALL PIGGYBACK, OVERFRAMING, AND TRUSS TO PRE-ENGINEERED METAL STAIRS TO TRUSS CONNECTIONS. I THE STAIR MANUFACTURER 15 RESPONSIBLE FOR THE DESIGN OF ALL METAL STAIRS, 5 TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN OF ALL BRACING (PERMANENT LANDINGS, AND THEIR CONNECTIONS TO THE BUILDING'S STRUCTURE. SUBMIT SHOP AND TEMPORARY) REQUIRED FOR THE STABILITY AND STRUCTURAL SOUNDNESS OF THE DRAWING$ AND DESIGN NOTES WITH A FLORIDA REGISTERED ENGINEERS TRUSSES DURING ERECTION, AND IN THEIR FINAL CONDITION. THIS "BRACING SHALL BE SEAL. FOR APPROVAL BY THE ARCHITECT. CLEARLY SHOWN ON THE TRUSS SHOP DRAWINGS. 17 18 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, .1 I i- I ar i lif If i 10 V5� t rf. 1 'i i 1 j 1 i I I 4 I 1 i i i i I' { 11 12 __-_--- 13 —14 4' THICK CONCRETE SLAB REINFORCED WITH V X Ca' - 10/10 WE WIRE MESH OVER (9 MIL POLYETHYLENE VAPOR BARRIER OVEf liELTTWOLAYERS OF ED FILL COMPACTED ATPWAALL �TI1NGi,4MWIDE MMIM21 ((TTYPI W THICK CONCRETE MASONRY WALL WITH MASONRY COLUMNS AS SHOWN ON PLAN 45 DOWELS PLACED TO MATCH LOCATION OF MASONRY COLUMNS. LAP DOWELS TO COLUMN STEEL A MINIMUM OF 48' AND EMBED INTO FOOTIWS 10' VERTICALLY. CONNTINUOU BARS, 3. EXTERIOR FINISH GRAPE N01' �- EXTERIOR FINISH GRADE SHALL BE S' SEE SCHED. , (MINIMUM) ABOVE 50TTCM OF FOOTING, SEE PLANS AND PLAN NOTES FOR LOCATION OF GROUTED CELLS 5TOP GROUT MIN 1 U2' BELOW TOP CI OF UNIT IF POUR IS STOPPED FOR H MORE THAN ONE HOUR MAX HEIGHT OF LIFT MAX HEIGHT OF POUR = 8'.08. WAIT 3 TO 5 MINUTES AND CONSOLIDATE WITH FLEXIBLE CABLE vl£3RATOR ;'• RECONSOLIDATE LATER BEFORE PLASTICITY IS LOST. WAIT MINIMUM ' 30 MINUTES BEFORE PLACING NEXT LIFT. GROUT TO C X4;OR°1 TO ASTM C4_16. SUBMIT MIX DESIGN FOR REVIEW - MAXIMUM AGGREGATE SIZE = 3/8'. SLUMP = 8' TO lo.. DQ-RIQ? USE SAME MIX AS USED FOR TIE BEAMS, ` PROVIDE CLEAN OUT HOLE MINIMUM SIZE Xx 3`. ALL OVERHANGING MORTAR AND DEBRIS TO BE REMOVED FROM INSIDE THE CELL WALLS. SEAL PRIOR To GROUTING, BUT AFTER ' r INSPECTION. NOTE: + DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND ► "' 744E PRESSURE OF THE GROUT. WAIT NOT LESS THAN 24 HOURS TY"ICAL 4...F HI IF GROUTING SECT I N a SCALE: NTS. •4 CONT 30 i 04 x 4'-V* LONG AT 48` O:C. IN GROUTED KEYWAY OR CORE TYPICAL TIE BEAM - i I i i i Ili f 40 10 05 DOWELS TO MATCH CMU VERT REW. LAP MIN 30' AT CMU S CTION I1 SCALE: 3/4' = 1'-0' SEE PLAN FOR VERT, REINFORCEMENT DOWELS TO MATCH VERT. AWNF, - LAP MIN 48 BAR DIA, 3' CLR TYP 4' CONC SLAB - SEE PLAN 2/0 41 CONC. FTG. SEE PLAN FOR SIZE AND REINF -*1CA1 INTERIOR OTING U5TAIL SCALE: 3/4' • 1'-0' SEE PLANS AND PLAN NOTES FOR LOCATION OF GROUTED CELLS LAY UP NEXT 4'-@' OF WALL ,AFTER LOWER SECTION IS GROUTED s 5ECTION SCALE: 3/4' = I'-O' LAN F<5R JZE�AND rWE1NF 17 IF STAIR PRECAST GONGRETE—� / Y 1 ,--___-_-- i 3° CLR T fP t' "1 T1' P I H ICIG=NCO SL ,SIT STA I R SCALE: NTS 05 DOWELS TO MATCH CMU VERT REINF. LAP MIN 30' AT CMU S DOWELS TO MATCH CMU VERT REM LAP 03 TIES 6'-@' w/ 04 x 24' MIN 50' AT CMU ° LONG DOWEL IN GROUTED CORE GROUT TO CONFORM TO ASTM C416, Q .. .1 SUBMIT MIX DESIGN FOR REVIEW. t H t.° MAXIMUM AGGREGATE SIZE . 3/8'.04 •4 ;. SLUMP = 8' TO 10'. DO NOT JOINT TO BE TOOLED 0 CONT t" OR SAW -GUT AND USE SAME MIX AS USED FOR TIE FILLED WITHLIQUIDBEAM$, =0000- POLYMER JOINT SEAL � tU : ..-. —I W -„ MAXIMUM LIFT • 4!-V `� `� 04 DOWELS AT 48. O G. f! c " 1N T Y Y KE WA v . X /�pG�3/C�h�IQED ., NOTE. TYPICAL TIE BEAM ''' D0 NOT GROUT UNTIL MORTAR HAS _ CUT ALTERNATE', KNOCK -OUT LOURS S E 24' '' SET SUFFICIENTLY TO WITHSTAND •' ' WIRES AT JOINT' EACH EACH w/ (I)'S CONT., . r ...'' THE PRESSURE OF THE GROUT. WAIT LOCATION TYPICAL TIE BEAM NOT LESS THAN 24 HOURS. GROUTED ID • T'1'' I C IIR r JOLT T't''I�'IC��. LOUD L IFT l� y SCALE: NTS n. 1 GtnOUT INS CT I ®N SLAB -ON -GRADE ONLY T I QN S SECTION 9 SEE FOUNDATION PLAN FOR LOCATION OF CONTROL Q SCALE: NTS JOINTS. SPACING NOT TO EXCEED 20'-0' FROM SGALE:3/4` 1`-@` C,aQ�•� SCALE:3l4' = i'-@' CONTROL JOINT TO CONTROL JOINT TYPICAL. 85 DOWELS TO MATCH - CMU VERT REINF. LAP MIN 3+0' AT CMU •4 CONT S' PLANK UNTOPPED 04 x 4'-0' LCWs AT 48' O.C, IN GROUTED KEYWAY OR CORE TYPICAL TIE BEAM _ 4' PLANK% SCALE: 3/4' = 1'-0' GJ' $w S DOWELS TO MATCH - CMU VERT REMF, LAP MIN 30' AT CMU •4 CONT 8' PLANK UNTOPPEDD� TYPICAL TIE BEAM 4' PLANK 04 DOWELS AT 48. O:C. IN GROUTED KEYWAY OR CORE t 24' SECTION 13 SCALE:3/4' 4 06/04/1999 09:40:35 Pa Lm 100% Vettum wp„ 05 DOWELS TO MATCH CMU VERT REINF. LAP MIN 30' AT CMU 04 CONT 8' PLANK 04 CONT UVTOPPED 4' 04 DOWELS AT 40' 04C, _ IN GROUTED KEYWAY ", . OR CAPRE 24' J CONC 13M - SEE PLAN-1 CA5TCRETE 08R8' PRECAST LINTEL AS BOTTOM FORM FOR BEAM S'$CTION I� SCALE: 3/4' = 1'-0' 5 �.`T 101 I -0' 4' CONIC SLAB - SEE PLAN ADD L (2) S CONT CONC FTCs BEYOND - SEE PLAN FOR SIZE AND REINF TYPICAL TIE BEAM 0 a 0 z 0 w o: G ti Q 0 LL_ _w L1J W LJ a ri U F- W O 9� rn c 4 0 0 Zi Nn SCALE: 3/4' = 1'-0' I'' z. 4-L7 z 41I , , z b UJh asi 41ItR THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TOIN. COMPLY WITH ALL APPLICABLE CODES. •4 CONT 30 3 cv @ 04 DOWELS -- ' 4. = AT 24' O.C. PLANK PRECAST CONGRET STAIR CCNdN. OF STAIR TO CASTCRETE '12F12-2B' PRECAST/—J SEAM BY STAIR M1FG. CMU BEAM w/ (2) 05 CONT BOTTOM FILLED WITH GROUT SECT IOL n SCALE:21/4' a [`- a° V�• E cn Drawn WB Project No. 4-1294-03 CAD File No. Bld' 1 Date 3/10/01 Drawing No. la r 40L E N C U' JC c On SEE PLAN FOR VEF REINFORCEMENT DOWELS TO MATCH VERT. REINF. - LAP MIN 46 BAR PIA. m Its { q x r. i i 3' CLR TYP 5CALE:3/4' , I'-0' 8d NAILS AT 6' OC. CI.P GONG CURB - TOP OF CURB TO MATCH UNIT FINISHED FLOORS 4' CONC SLAB - SEE PLAN GONG. FTGs. SEE FLAN FOR SIZE AND REINF SEE PLAN FOR VERT, REINFORCEMENT DOWELS 7p MATCH oil VERT, REINF, - LAP MIN 48 BAR DIA. — C.I.P CONC CURB - TOP +4 CONT - -� PRE-EW%R'D ROOF TRUSSES AT 24' S DOWELS TO MATCH VERT REINF 24' ROOF TRUSSES OR PLANKAWALL ABOVE NOT SHOWN I TABIM a PLANK A GABLE END TRUSS w/ "" lw° " "' ' � t VERTICAL WEBS AT 24' O.G. - TYPICAL MAX. - 914EATH PER AII/A4JLu i PARALLAM BEAM , w W SIMPSON WI EACH TRUSS w/ . -SEE PLAN Eu'n F' T NAILS A WOOD (4) Sdxi 1/2 N LS PLATE AND (6) Sdxl 1/24 PARALLAM BEAM F" - SEE PLAN NAILS AT TRUSS 24a ORC$MAXAT t,,, � � OPENING\ I 45 DOWELS TO MATCH VERT REINF 24' F SECT O SCALE-3/4' a 1'-0' 3' CLR TYP S=C 1 1®N SCALE:3/4' a 1'-0'4v'$� SEE PLAN FOR VERT. !REINFORCEMENT DOWELS TO MATCH VERT. RE11F. - LAP MIN 48 BAR DIA. 6ECTION SCALES 74' . 1'-IV' S82 ROOF TRUSSES ARE NOT TO BE SUPPORTED BY THE WOOD FRAMING, BUT BY THE CANTILEVERED CONCRETE BEAMS (SEE PLAN) (4) 12d NAILS TYPICAL 1/16' APA RATED SHEATH4 (EXPOSURE 1)w/ Sd NAILS AT 6' OC, AT SWEET EDGES AND t2' O.C. IN THE FIELD 2x4 STUD FRAMES AT 24' =, MAX, �;✓� SIMPSON U24 EACH FRAME P.T. 2x4 PLATE w/ GONG. FTCs. SEE PLAN 'D IA EXPANSION 5OLTS FOR SIZE AND RESNF 4 1/4' EMBED) AT MAX. - TYP SECTION ll SCALE:3/4' a i'-0' �7P� 12 113 14 vA�RIES. Y ARCH DWG5 SCALE:3/4' a 1'-0' SINPSON H5 AND U24 EACH FRAME ROOF TRUSSES NOT SHOWN FOR CLARITY AT CMU TIEBEAM - PROVIDE PRECAST CONCRETE U-SHAPED LINTEL FOR BOTTOM COURSE OVER OPENINGS 2x4 BRACES w/ (2)12d NAILS - - SPACE AT 36' OC. MAX :ww SCALE- 3/4' a 1'-0' EXTENT OF C 14C BEAM . WHERE INDICATED aw Z s' ROOF TRUSSES NOT SHOW I T/BM a Tw 0 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECT REQUIRED BY FIELD INSPECTOFs MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE COD1 04 CONT., EXTEND BACK INTO — CMU WALL FOR FULL LENGTH OF WALL. '�t— 4' PLANK CONCRE E •NTE PRECAST #4 DOWELS AT 48' OC. CONCRETE LINTEL x 6'-6' LONG, IN GROUTED KEYWAY EXTEND BACK INTO CMU WALL OR CORE TO FORM TOP COURSE OF TYPICAL TIEBEAM. EXTEND a5 I CONT FROM TIEBEAM OUT INTO 24' CANTILEVER, AND GROUT SOLID. 5.T'N i3 SCALE- 3/4' a I'-0' 44- A 20 40 �1 9 Cu- a 0 _o i� N �o A w m BUILDING TYPE I — SECOND PLOOR SCALE: 1 /8" CU-2 CU-2 4" CONC. PAD 4" CONC. PAD RES UNDER SLAB 4"0 SCH 40 PVC CU-3 I I CU-3 SLEEVE kL OF EACH SET) REF LINES UPAIX ❑ ❑ \ / / ❑ CU-3 I I CU-3 4" CONC. PAD 4" CONC. PAD CU-2 CU 2 5Z 0 N c 0 W C c 0 U W Q 0 Of ,J U of u- (/7 w p ww of Q Ud � O Z Z 2 Q o _U ry /Q V ! _I 00 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. BUILDING TYPE I — FIRST FLOOR SCALE: 1/8" = 1'-0" c N Drawn X.X. Project No. 01089 ALBERT SHUB CAD File No. PE# 0043414 M.E. E80003862 FLORIDA ENGINEERING SERVICES Date MECHANICAL AND ELECTRICAL 07/03/01 ENGINEERS �o Drawing No. r o a i a° ti 34 N.W. 168TH STREET, - O NORTH MIAMI BEACH, FL. 33169 D TELEPHONE: (305) 653-0212 FAX: (305) 653-0232 14 1 15 1 16 : —,. c N Z 0 U) E -4 L I Z 3 4"0 TOILET EXH DUCT WALL CAP—\ WALL CAP-- 4"0 DRYER EXH DINING PLAN Al SCALE: 1/4" = 1'-0" J -- 1 SOLARIUM J BEDROOM 2 PARTIAL PLAN A2 PARTIAL PLAN B2 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ro 0 ° NOTES: 1. ALL BATHROOM AND BEDROOM DOORS ARE TO BE 1" UNDER CUT ABOVE FINISHED FLOOR OR CARPET. 2. MECHANICAL CONTRACTOR SHALL COORDINATE FINAL LOCATION OF ALL DIFFUSERS WITH ELECTRICAL CONTRACTOR IN ORDER TO MAINTAIN A MINIMUM OF 3'-0" FROM ANY SMOKE DETECTOR. 3. AHU CLOSET IS A R/A PLENUM. NO COMBUSTIBLE MATERIALS ALLOWED. 4. AREA ABOVE ELECTRICAL PANEL IS DEDICATED SPACE. THERE SHALL BE NO PIPING OR DUCTWORK ABOVE THIS SPACE. 5. REFER TO ARCHITECTURAL- DRAWINGS FOR ACTUAL DROPPED CEILING AREA. 6. MECHANICAL CONTRACTOR SHALL COORDIANTE ALL DUCT AND PIPING ROUTING WITH OTHER TRADES BEFORE ERECTION OR FABRICATION OF DUCTWORK. 0 1Ox6 SR 150 CFM (12x6 SR) (200 CFM) DECK MASTER BEDROOM 4"0 TOILET EXH DUCT LIVING 4"0 UP TO 1Ox6 SR ROOF CA' 150 CFM P 14x6 SR (12x6 SR) 225-CFIuT ` f(200 CFM) ('I6x6 SR) > 6x6 CG (275 CFM) 50 CFM Vo rn r 6"0 8"0 a a 0 9 J F-1 Q 4"0 DRYER EXHkF DUCT UP T6x6 CG EF— REF'LINES DOWN 50 CFM TO CU L_ + 4"0 TOILET EXH — — DUCT 4"0 UP TO ROOF CAP FLD 4 0 (AHU 3) DINING E(33 1Dx6 SR 150o -CFM j — — 14x6 PLAN 131 SCALE: 1/4" = 1'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. m a 0 � —�' � w L W aCL Do Z J Ct Z V 2 Q U af aa_ V I r sc (D J S 00 _ -0o O L V) E Q Drawn X.X. Project No. 01089 CAD File No. ALBERi SHUB PE# 0043414 M.E. EB0003862 Date FLORIDA ENGINEERING SERVICES MECHANICAL AND ELECTRICAL 1 07/03/01 ENGINEERS Drawing No. djA 34 N.W. 168TH STREET h ' NORTH MIAMI BEACH, FL 33169 TELEPHONE: (305) 653-0212 FAX: (305) 653-0232 r, f 16 E a t GENERAL AIR CONDITIONING NOTES 1. ALL WORK SHALL CONFORM WITH ALL LOCAL, SATE, FEDERAL ORDINANCES AND BUILDING CODES GOVERNING THE INSTALLATION OF THE AIR CONDITIONING SYSTEM. IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS WITH LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE ARCHITECT ENGINEER BEFORE SUBMITTING A BID. THE ARCHITECT/ENGINEER WILL THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED. 2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED AND MAINTAIN MAXIMUM HEAD ROOM, AND SPACE CONDITIONS AT ALL POINTS. WHERE HEAD ROOM, OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT/ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OF FOR PROPER EXECUTION OF THE WORK. 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND/OR CONNECT WITH APPROPRIATE SERVICES ALL AIR CONDITIONING ITEMS SHOWN ON ANY OF THE ARCHITECTURAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFERENCES OR OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE ARCHITECT/ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED. 4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACTOR. 5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER TRADES OR OTHER CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR SHALL REMOVE AND REPLACE, AT HIS EXPENSE, ALL AIR CONDITIONING WORK WHICH MAY HAVE TO BE REMOVED BECAUSE OF INTERFERENCE WITH OTHER TRADES. 6. THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS ASSOCIATION DUES, ROYALTIES, AND TAXES OF WHATEVER NATURE SHALL APPLY TO THIS WORK. HE SHALL ALSO PAY ALL INSPECTION FEES AS MAY BE REQUIRED BYLAW OR ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF THE LAWS, RULES OR ORDINANCES. 7. THE WORD "AIR CONDITIONING" MEANS HEATING, VENTILATION, AIR CONDITIONING, DUCT WORK, PIPING, REFRIGERANT LINES, CONTROLS, SMOKE AND FIRE DAMPERS ETC. 8. PROVIDE MEANS "FURNISH AND INSTALL". 9. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. 10. SHOP DRAWINGS: THIS CONTRACTOR SHALL FURNISH THE ENGINEER WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE FOR APPROVAL. 11. AT COMPLETION OF JOB THE HVAC CONTRACTOR SHALL GIVE THE OWNER AN AS -BUILT SET OF REPRODUCIBLE SEPIAS SHOWING THE EXACT INSTALLATION. 12. HVAC CONTRACTOR SHALL TEST AND BALANCE TO THE AIR QUANTITIES ON THE PLANS. PROVIDE T & B REPORT IN ACCORDANCE WITH AIR BALANCE COUNCIL STANDARDS, SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER. 13. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 14. THE HVAC CONTRACTOR SHALL WARRANT ALL WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE BY OWNER. ANY BREAKDOWN OCCURRING IN FIRST YEAR SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER. THE COMPRESSOR(S) SHALL HAVE A FIVE YEAR WARRANTY. 15. MOUNT ALL EQUIPMENT FOR WIND LOADS AND MOUNTING HEIGHTS AS REQUIRED BY LOCAL CODES. 16. MATERIALS A. AIR CONDITIONING RIGID DUCTWORK SHALL BE CONSTRUCTED OF STANDARD DUTY FIBERGLASS BOARD FLAMEPROOF REINFORCED ALUMINUM FACED COVER IN ACCORDANCE WITH S.M.A.C.N.A. AS MANUFACTURED BY Owens-Corning DUCTWORK SHALL BE FABRICATED AND INSTALLED ACCORDING WITH MANUFACTURER'S INSTRUCTIONS. INSTALL AIR VOLUME EXTRACTORS AT EACH DUCT TAP. DUCTWORK IN ATTIC SPACE UNCONDITIONED AIR SPACE) SHALL BE OF R=6.0 MINIMUM. DUCTWORK BETWEEN CONDITIONED FLOORS AND ABOVE GARAGES SHALL BE OF R=4.2 MINIMUM. B. FLEXIBLE DUCTWORK SHALL BE CLASS I AIR DUCT, U.L. 181 LISTED AS MANUFACTURED BY ATCO FLEXAIRE OR APPROVED EQUAL AND OF R=4.2. INSTALL PER LATEST S.M.A.C.N.A. STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. FLEXIBLE DUCTS SHALL BE CONFIGURED AND SUPPORTED SO AS TO PREVENT THE USE OF EXCESS DUCT MATERIAL PREVENT DUCT DISLOCATION OR DAMAGE, AND PREVENT THE CONSTRICTION OF OF THE DUCT BELOW THE RATED DUCT DIAMETER IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: 1. DUCTS SHALL BE INSTALLED FULLY EXTENDED. THE TOTAL EXTENDED LEGNTH OF DUCT MATERIAL SHALL NOT EXCEED 5 PERCENT OF THE MINIMUM REQUIRED LEGNTH FOR THAT RUN. 2. BENDS SHALL MAINTAIN A CENTER LINE RADIUS OF NOT LESS THAN ONE DUCT DIAMETER. 3. TERMINAL DEVICES SHALL BE SUPPORTED INDEPENDENTLY OF THE FLEXIBLE DUCT. 4. HORIZONTAL DUCT SHALL BE SUPPORTED AT INTERVALS NOT GREATER THAN 5 FEET. DUCT SAG BETWEEN SUPPORTS SHALL NOT EXCEED 1/2 INCH PER FOOT OF LEGNTH. SUPPORTS SHALL BE PROVIDED WITHIN 1.5 FEET OF INTERMEDIATE FITTINGS AND BETWEEN INTERMEDIATE FITTINGS AND BENDS. CEILING JOISTS AND RIGID DUCT OR EQUIPMENT MAY BE CONSIDERED TO BE SUPPORTS. 5. VERTICAL DUCT SHALL BE STABILIZED WITH SUPPORT STRAPS AT INTERVALS NOT GREATER THAN 6 FEET. 6. HANGERS, SADDLES AND OTHER SUPPORTS SHALL MEET THE DUCT MANUFACTURER'S RECOMENDATIONS AND SHALL BE NOT LESS THAN 1-1/2 INCHES WIDE AND SHALL BE OF SUFFICIENT WIDTH TO PREVENT RESTRICTION OF THE INTERNAL DUCT DIAMETER. C. DRYER AND TOILET EXHAUST DUCTWORK SHALL BE CONSTRUCTED OF 26 GAGE GALVANIZED SHEETMETAL IN ACCORDANCE WITH THE LATEST SMACNA STANDARDS, FIRESAFE AT FLOOR PENETRATION. D. ALL AIR DEVICES SHALL BE OF ALUMINUM CONSTRUCTION, TITUS, METALAIRE OR AS APPROVED BY ENGINEER. E. CONDENSATE DRAIN -PIPING SHALL BE INSULATED WITH 1/2" THICK ARMAFLEX, PAINTED WHITE WHERE EXPOSED. F. FILTER SHALL BE DISPOSABLE TYPE AND HAVE CLEAN PRESSURE DROP OF 0.15" PROVIDE TWO SETS, ONE DURING CONSTRUCTION AND ONE FOR USE AFTER OCCUPANCY. G. REFRIGERANT PIPING SHALL BE TYPE "L" COPPER SIZED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING ALL INSTALLATION DETAILS, SUCTION LINES SHALL BE INSULATED WITH 3/4" ARMAFLEX, SUCTION LINES IN EXPOSED AREAS SHALL BE INSULATED WITH ARMAFLEX SUITABLE FOR OUTDOORS INSTALLATION AND SHALL BE INSTALLED ACCORDING TO THE MANUFACTU- RER'S RECOMMENDATIONS. NOTE: BOLT CONDENSING UNITS TO CONCRETE PAD TO WITHSTAND 150 MPH HURRICANE FORCE WINDS LENGHT VARIES DEPENDING 4" CONC. SLAB ON No OF CU & SIZE OF CU'S W/ 6"x6" W WM (SEE 1/8" PLANS) I � CONDENSING UNIT (TYPICAL) Fro_w w :3J a vo [A x K w Wc=i ACCESS PANEL o v)u) ON CU (TYPICAL) 16-1 VARIES 1'-0 1'-0 1'-0 " CONTINUES [:::DEPENDING OF No of CU'S SEE EQUIPMT. SCHEDULES PROVIDE 2'-6" CLEAR AT CENTER FOR GROUPS OF 5 AND 6. PROVIDE 1'-0" ALL OTHER CONDITIONS. TYPICAL LAYOUT OF A/C CONDENSING UNITS N.T.S. NOTE: BOLT CONDENSING UNITS TO GONG. PAD TO WITHSTAND 150 MPH HURRICANE FORCE BLDG. EXT WINDS. TYP. CONDENSING UNIT 18 GAGE METAL STRAPS „ BOLTED TO CONC. PAD 18 MIN. AND CU. (TYP. OF 4/CU) 4" CONC. PAD-/ISOMODE PADJ 4" MIN. ALL AROUND CONDENSING UNIT MOUNTING DETAIL NTS DUCT (TYP.) SUCTION (1-5/8"0 MAX.) SUCTION AND LIQUID FIN. CLNG LINES PLENUM OPENING TO BE SEALED AHU WITH APPROVED MATERIAL TO PREVENT PASSAGE OF WATER REF. PIPE TO CO D. UNIT (TYPICAL) GROUND FLOOR REF. PIPE SLAB 12" MIN IN POLYPIPE SLEEVE WATER' - - - 8" MIN. - HEATER (BY OTHERS)' 4"0 MIN. SCH 40 COORDINATE W/ STRUCT. P.V.C. SLEEVE FOR REFRIGERANT PIPING (TYPICAL FOR EACH SYSTEM) REFRIGERANT PIPE INSTALLATION DETAIL NTS NOTE: A/C CONTRACTOR IS TO COORDINATE ALL UNDERGROUND PIPING LOCATIONS W/BLDG FOUNDATIONS AND INSTALL ALL PIPING W/8" CLEAR COVER FROM BOTTOM OF ANY FOOTING. METAL BASE CAP W/ 4" DUCT COLLARS 00 E BASE DETAIL N.T.S. NOTES: 1. WATER HEATER SHALL BE FULLY REMOVABLE AND SERVICEABLE WITH OUT THE REMOVAL OF PERMANENT MATERIALS OF CONSTRUCTION. 2. AHU SHALL HAVE A MINIMUM OF 4" CLEAR ALL AROUND. 2ND FLOOR � DER. FA 1411 111, TO BE ELOW ARI DER (Ty 010 LENUM FRONT P IRED CIRCUIT STIBLE WN 1 STBFLOOR AHU AND WH INSTALLATION DETAIL NTS LEGEND AND SPECIFICATIONS CG CFM CU AHU F.L.D. RAG SR RIGID DUCTWORK, R=4.2 FLEXIBLE DUCT, CLASSI,R=4.2 SIDEWALL REGISTER -METALAIRE MODEL V4004D WITH OPPOSED BLADE DAMPER. CEILING GRILLE - METALAIRE MODEL LD WITH OPPOSED BLADE DAMPER. THROW PATTERN SHOWN ON DRAWNINGS. REFRIGERANT SUCTION & LIQUID LINES. SEE A/C SCHED FOR SIZES SINGLE STAGE HEAT/COOL THERMOSTAT CEILING GRILLE CUBIC FEET PER MINUTE CONDENSING UNIT AIR HANDLING UNIT FULL LOUVERED DOOR RETURN AIR GRILLE SIDEWALL REGISTER BASE (SEE DETAIL) 1 HR F.R. CEILING FIRE SEAL NON-COMBUSTIBLE ENCLOSURE 4"0 GALV, METAL 26GA TOILET EXHAUST DUCT (TYICAL). FIRE STOP AT ALL FLOOR PENETRATION 14"0" ROOF CAP (NUTONE 845 AL. OR SIMILAR) 6" ABOVE ROOF TILE ALV :: � G. GA . MTL. DUCT -`r � NON -RATED FINISHED CEILING (TYPICAL) EF-1 L7_T:iI�IC•L`1 TOILET EXHAUST RISER N.T.S. SPLIT SYSTEM SCHEDULE UNIT NUMBER AHU-1 AHU-2 AHU-3 AHU-4 MANUFACTURER CARRIER CARRIER CARRIER CARRIER MODEL NUMBER FA4AO18 FA4A024 FA4A030 FA4AO60 TOTAL C.F.M. 600 800 1000 1900 0 A C.F.M. -- Z ENT. AIR TEMP F 80/67 80/67 80/67 80/67 7) SENSIBLE COOLING CAP. MBH 12.5 17.4 21.2 43.0 z TOTAL COOLING CAP. MBH 17.6 23.6 29.0 59.7 p EXT. STATIC PRESS. IN. H2O 0.3 0.3 0.3 0.3 a BLOWER MOTOR H.P. 1/5 1/4 1/3 3/4 = VOLTAGE 240-1-60 240-1-60 240-1-60 240-1-60 if UNIT WEIGHT LBS. 94 98 128 218 MATCHING CONDENSING UNIT CU-1 CU-2 CU-3 CU-4 ELECTRIC kW 240 5.0 5.0 5.0 10.0 HEATER BTUH 17065 17065 17065 34130 STAGE 1 1 1 1 VOLTAGE 240-1-60 240-1-60 240-1-60 240-1-50 UNIT NUMBER CU-1 CU-2 CU-3 CU-4 MANUFACTURER CARRIER CARRIER CARRIER CARRIER MODEL NUMBER 38CKGO18 38CKCO24 38CKC030 38CKC060 NOMINAL TONS 1.5 2.0 2.5 5.0 No OF COMPRESSORS 1 1 1 1 R.L.A. EACH 8.0 10.9 12.9 28.8 z D L.R.A. EACH 49.0 61.0 71.0 169.0 z No. CONDENSER FANS 1 1 1 1 F.L.A. EACH 0.8 0.9 0.8 1.4 z w VOLTAGE 240-1-60 240-1-60 240-1-60 240-1-60 o MAX. BREAKER SIZE 15 20 25 60 z O UNIT WEIGHT 113 117 124 218 SYSTEM E.E.R. S.E.E.R. 10.0 10.0 10.0 10.0 LIQUID LINE IN - - - - SUCTION LINE IN - - - - AREA SERVED PLAN#: PLAN Al PLAN Al TOP PLAN B1 PLAN B1 TOP CLUBHOUSE ACCESSORIES: 1. NON-COMBUSTIBLE FLOOR STANDS FOR ALL AHU'S 2. SINGLE STAGE HEAT/COOL THERMOSTAT 3. FACTORY MOUNTED CIRCUIT BREAKER ON FRONT OF ALL AHU'S. 4. CLEAR WEATHER PROOF I.D. ON ALL CU'S INDICATING WHICH UNIT IT SERVES. 5. SIZE REF. LINES AS PER MANUFACTURER'S RECOMMENDATIONS. 6. INSULATE SUCTION LINES W/ 1/2" SLIP ON ARMAFLEX APPROVED FOR OUTDOOR USE. 6. PROVIDE LONG LINES ACCESSORIES SUCH AS HARD SHUT OFF TXV, CRANKCASE HEATER ETC, WHEN RECOMMENDED BY MANUFACTURER. FAN SCHEDULE FAN NO. MANUFACTURER MODEL # FAN TYPE C.F.M. S.P. I H.P. I R.P.M. VOLTS DRIVE LOCATI N SERVICE ACCESSORIES BATH EXH BDAMPERFT WALL/CLG. CEILING EF-1 GREENHECK SP-6 CENT. 74 .25 0,054 1500 115-1-60 DIRECTBDD, FSONES ROOF EF-2 GREENHECK SP-226 CEILING 250 0.2 - - 120-1-60 DIR. CH BATH EXH CAP CEILING - SEE ARCH DINGS. TO AHU 2ND FL. REFRIGERANT PIPING BEYOND (SEE FLOOR PLAN) I FIRESTOP PIPE PENETRATION UL SYSTEM WL 5009 INSUL. PIPE WL 1001 NON -INS. PIPE PARTITION REFRIG. PIPING I TO AHU GROUND FLOOR / REFRIG. LINE -4 P.V.C. PIPE VERTICAL REFRIGERANT PIPE SHAFT DETAIL N.T.S. AIR DISTRIBUTION SCHEDULE SYMBOL DESCRIPTION MANUFACTURER MODEL NUMBER MATERIAL REMARKS SR SIDE WALL REGISTER METALAIRE V4004D ALUMINUM W/ OBD CG CEILING GRILLE METALAIRE LD ALUMINUM W/ OBD ORDINATE FINISH OF ALI- GRILLES W/ARCHITECT NOTE::OROWNER PRIOR TO ORDERING. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, ALBERTSHUS PE# 0043414 M.E. E80003862 FLORIDA ENGINEERING SERVICES MECHANICAL AND ELECTRICAL ENGINEERS Ft:!3 9 2101 I Y 34 N.W. 168TH STREET /] NORTH MIAMI BEACH, FL. 33169 T! TELEPHONE: (305) 653-0212 FAX: (305) 653-0232 0 d U) C 0 N 0 0 V o+ S 3 0 0 Project No. 01089 CAD File No. Date 07/03/01 Drawing No. AC-5 of 0 0 W z O N G J I 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 1 4 13 14 15 1 16 METER CENTER (B iILDIN TYPE1) SERVICE ENTRANCE CAL ULATIONS 3#4 & 1#8 1-,1/4" 16 APARTMENTS AND HOUSE PNL KW Q 0 PVC (TYP. FOR 16 RANGE 128.0 NEMA 3R,1000A, 2P, UNITS) A2 Al B1 B2 B1 B2 A2 Al AIR CONDITIONING 9922.00 SQ ARE BKR. D WMC12 THRU PHOTOCELL E SCH J WASHERS 24.0 FOR CKTS. H11/13 JJ2ND FLOOR REFRIGERATORS 11.0 - - DISHWASHERS 19.0 WATER HEATERS 72.0 SMALL APPLIANCES 48.0 3#4 1" LIGHTS AND RECEPTACL 48.0 A2 Al B7 B2 61 Boil 2 A2 Al TOTAL WITHOUT DEMAND 522.0 � H T3#8 NEC TABLE 220-32-GROUND TO BLDG. STEEL SP, ST, TIME SWITCH 522 x 39% x 1000 848 AMPSREINFORCEMENT BARSTHRU PHOTOCELL 240 W/#3/0 CU CONDUCTOR FOR CKT. G5 PLAN Al PLAN B2 PLAN B2 PLAN Al AS PER NEC 250-81(B) HOUSE PANEL "H 69 AMPST &250-94(B) 1" TOTAL 917 AMPS H1 wP r 0 O L� WP H3 GND FLOOR NEMA 3R, METER CENTER MODULES NEMA 3R, METER CENTER SQUARE-D OR EQUAL W/(4) 100A, 2P, MODULES SQUARE-D OR NEUTRAL CALCULATION � I I EQUAL W/(6) 1D0A, 2P, 120/240V 22,000AIC BRANCH CKT. LTS,RECEPT,SMALL APPL (96 KW) &] 7 BKRS. & (1)60A, 2P, 120/24OV, I ° 120/240V. 22,000AIC FIRST 3.0 KW 0 -100% 3.0 BRANCH CKT. BKRS. 22,000AIC BRANCH CKT BRK. FOR HOUSE NEXT 93 KW 0 35% 33.0 p p Wp p © o © % p PANEL _ (TYPICAL FOR 2 MODULES) REFRIGERATORS 0 100 11.0a WP e - o e DISHWASHERS 0 100 19.0 I TO FPL TRANSFORMER (4) SETS OF WASHER 0 100% 24.0 p - 1 ® ® O H3 H _ — "P 1 - 2#350 MCM & 1#3/0 THAN AL 3" PVC. DRYERS 32 KW 0 70% 22.0 o o H1 H1 0 © o a © o RANGES 31 KW 0 70% 22.0 JE ELECTRICAL RISER DIAGRAM BUILDING TYPE I TOTAL 134.0 N.T.S. 134,000/ 240V = 558 AMP J FIRST 200A 0 100% 00 AMPS z EALI NEXT 358A 0 70%251 AMPS33 PREWIRED IN EACH UNIT BY GENERAL CONTRACTOR TO NEUTRAL LOAD 451 AMPS Wp GENERAL CONTRACTOR PROVIDE CONDUIT W/ PULL STRINGS " H1' H3 (INCLUDE RECEPTACLES FOR HOME -RUN BOX LOCATION HOUSE PANEL "H T83 AMPS C� PLAN A2 PLAN BT PLAN B1 PLAN A2 TO EA UNIT. SEE UNIT PLANS WP 0 EA. COVER OUTLET.) (CABLE BY PHONE CO.) TOTAL 514 AMPS ® L34 OTHER OUTLETS - - SEE UNIT PLANS 2ND FL. H7 3/4" TELEPHONE~ 1ST FL - - TERMINAL BOARD $ F J I I� TO PROPERTY LINE ( COORDINATE W/ ELEPH)ONE CO. ❑ ❑ ❑ ElFIELD REPRESENTITIVE TELEPHONE RISER DIAGRAM N- r.S. GENERAL CONTRACTOR PREWIRED TO PROVIDE CONDUIT CONTRACTOR TO SUBMIT SHOP DRAWINGS TO CABLE CO. W/ PULL STRING TO FIRE DEPARTMENT PRIOR TO INSTALLATION OF EA. TV 0 KITCHEN ALL FIRE ALARM DEVICES. BUILDING TYPE I - SECOND FLOOR fl OTHER OUTLETS CU-2 CU-2 SCALE: 1/8" = 1'-0" ------ SEE UNIT PLA FIRE ALARM OPERATION 2ND FLdO IR 4" CONC. PAD 4" CONC. PAD , FIRE ALARM SYSTEM TO BE AS INDICATED ON DRAWINGS. F— 3 4 1ST FLOOR CU-3 CU-3 - SYSTEM TO OPERATE AS GENERAL ALARM. CABLE TV COORDINATE EXACT LOCATION 0 MTD. 0 7'-9" A.F.F. TERMINAL BOARD 3 4" C FIELD W/FPL REPRESENTATIVE (TYPICAL) H5 - ALARM TO ANNUNCIATE AT MAIN PANEL 0 c TO PROPERTY %% _ wr - wv STROBE UNITS TO OPERATE UNTIL RESET. COORDINACOORDINATEEW/CABLE TV CO. c �I 2 30 3R _ HORN TO OPERATE ON ALARM UNTIL SILENCE. FIELD I L - APT. SMOKE DETECTORS TO OPERATE IN TANDEM CABLE 1 Y p1�7ER DIAGRAM J � CKT NUMBER IN APARTMENT ONLY. GIB fl H7 SEE APARTMENT N.T.S. H1 PNL SCHEDULE ON H3 W SHEET E-3 FIRE ALARM LEGEND NOTE: WF (TYP. OF 4) - (ALL EQUIPMENT TO BE EDWARD SYSTEMS FINAL LOCATION AND QUANTITY OF W FIRE ALARM DEVICES, EXIT SINGS WP - - TECHNOLOGY OR EQUAL.) AND EMERGENCY LIGHTS AS PER FIRE DEPARTMENT REQUIREMENTS PANEL r FACP MAIN FACP EST2 W/BATTERY BACK-UP NEMA 3R "H" O PLAN Al ® PLAN B2 PLAN B2 PLAN All ENCLOSURE !T-!7n J MANUAL STATION u d si Q 0 34J O 0 0 s� HORN/STROBE COMBINATION WALL MOUNTED ..___- _-__-_____ 2NO FLOOR CU-1 PHOTOELECTRIC SENSOR W STANDARD BASE H9 CU-2 I Wp SL e FLOW & TAMPER COMBINATION 0_IAL TOWP s< WP NE - V FAQ 1ST FLOOR C ] ] © a-© 4" CONC. PAD c � - 1 00 o 16I � © H34 oWR Wp i Q STROBE LIGHT WALL MOUNTED NOTE: ALL CONDUIT TO BE 1/2' EMT MIN. UNLESS OTHERWISE OTED H5 © WF H1 H1 ©© © H3 H3 - ©© H5 EN MINIHORN 24V VDC WHITE FIRE ALARM RISER DIAQv9AM CU-2 N.T.S. CT MODULE TO MONITOR DRY CU-1 3 CONTACT 2 3R L 3N0F FOR CKT SIGNAL SEE A RTMENBER - FOR CKT NUMBER HORN/CIRCUIT PER FLOOR PNL SCHEDULE ON SHEET E334 or SEE APARTMENT STROB CIRCUIT PER FLOOR - PNL SCHEDULE ON NOTE: „ C> (TYP. OF 4) 0 SHEET E-3 CABLE PENETRATION INTO OR THROUGH PLENUM AREAS USED FOR TRANSFER OF ENVIRONMENTAL AIR SHALL BE EFLON INSULATED TYPE OR OF AN APPROVED TYPE IN ACCORDANCE WITH SECTION 760.2 OF TH NEC. CONTRACTOR TO PROVIDE BATTERY CALCULATION 24 H AND 5 MIN. ALARM FIRE ALARM NOTES: - CONDUCTOR TYPE & SIZE: 218 FPL - DATA 2 14 FPL - HORN 2 14 FPL - STROBE LTS. - RACEWAYS SIZE: MINIMUM 1/2" - EQUIPMENT: EST OR EQUAL - ALL COMPONENTS SHALL BE UL APPROVED FOR FIRE SERVICE USE AND SHALL BE COMPATIBLE. - FIRE ALARM SYSTEM SHALL BE "POWER LIMITW".; - VISUAL ALARM PER ANSI A117.1.4.26 - SPRINKLER TAMPER AND WATER FLOW SHALL BE MONITORED OFF SITE - ALL FIRE ALARM DEVICES TO BE LABEL FROM FACTORY "APPROVED FOR DAMP LOCATION ". 0 0 U) z O 0 z L� Q D V) JoW U LLF_ o- w_w Q) o_ �O Z _J Z F-� S C� Q H CE O /^Q 0- V I 11 w Q �p o� F z� m W CU-1 € �^ PF CU-2 Q E 4" CONIC 0 4 PAD CU- U-1 r �® o � k � r o I z o C a� U. 4 (TYP. OF 4) - :n O 00 c Zo H9 - WP ❑ ❑ HS c WP ❑ ❑ Drawn X.X. CU-3 CU-3 Project No. 01089 4" CONC.', PAD 4" CONC. PAD CAD File No. ERNESTO R.TORRE3 CU-2 CU 2 PE# 0049958 E.E. EB0003862 Date FLORIDA ENGINEERING MECHANICAL ELECTRICAL SERVICES S 07/03/01 ILLP THESE PLANS AND AILIL OPOSED WORK BUILDING TYPE I — FIRST FLOOR ENGINEERS Drawing No. SCALE: 1/8" = 1'-0"* - COMPLY WITH: *THRU TIME SWITCH &PHOTOCELL TYPICAL FOR ALL BLDG. TYPE I ARE SUBJECT TO ANY ORRECTIONS 7—s NFPA REQUIRED BY FIELD IN PECTORS THAT ANSI A 117.1, 4.26 PROVIDE LOCK OFF DEVICE ** ' CHAPTER 4A-48 ;y _ EQUIPMENT UL MAY BE NECESSARY �N ORDER TO �' NFPA 70 CHAPTER 760 COMPLY WITH ALL APPLICABLE CODES. 34 N.W. 168TH STREET E NORTH MIAMI BEACH, FL. 33169 - PROVIDE TAMPER AND FLOW SWITCHES AS PER FIRE SPRINKLER PLANS, IF IT IS REQUIRED. PANEL AMPS VOLTAGE CIRCUITS WIRE PHASE MAIN/AIC MOUNTING LOCATION CATALOG NUMBER H 125 120/240 18 3 1 LUGS SURFACE OUTSIDE NEMA 3R CKT. NO. WIRE COND INCH CKT BKR SERVING WATTS CKT. NO. WIRE COND INCH CKT BKR SERVING ' WATTS POLE FAMPS POLE AMPS 1 12 1 2 1 1 20 CORRIDOR', LIGHTS 600 2 - - - PACE- 3 12 1 2 1 '1 20 CORRIDOR' LIGHTS 600 4 - - -- 5 -12 1 2 1 20 OUTSIDE RECEPT 720 6 - - - - PAC - 7 12 1 2 1 20 TELEPHONE RECEPT 180 8 - - - - PACE- 9 12 1 2 1 26* FAR 200 10 - - - - PAC - 11 8 3/4 2 20 EXTERIOR LIGHTS 1500 12 - - - - PAC - 13 14 - - - PAC 15 - - - - SPACE - 16 8 1 2 60 1 ANE `"G" 11560 17 - - - - SPACE - 18' TOTAL 3800 TOTAL 11560 LINE CALCULATIONS WATTS TOTAL AMPS LINE NEUTRAL CALCULATIONS WATTS TOTAL AMPS NEUTRAL CONTINUOS LOAD 4900 CONTINUOS LOAD 49001 + 25 % OF CONTINUOS 'LOAD 1225 69 + 25 % OF CONTINUOS LOAD 1225 63 ' + NON -CONTINUOS LOAD 10460 + NON -CONTINUOS LOAD 8960 TOTAL 16585 TOTAL 15085 FEEDER THHN'CU: 3#4 1" SIEMENS, GENERAL ELECTRIC OR;SQUARE-D WILL BE APPROVED, CATALOG NUMBER SHOWN: SQUARE D PLAN 81 PLAN B1 (TYP. OF 4) PLAN A2 34 - PLAN A2 2 30 3R FOR CKT NUMBER H1 SEE APARTMENT H3 PNL SCHEDULE ON - SHEET E-3 - - C .ZL I TELEPHONE: (305) 653-0212 0 FAX: (305) 653-0232 of 12 13 14 1 15 16 1 N TRICAL LEGEND ELEC 12 y l 120V, DUPLEX RECEPTACLE. 120V, ABOVE COUNTER, DUPLEX RECEPTACLE. 12 120V, GROUND FAULT INTERRUPTER, DUPLEX RECEPTACLE. ` 120V, SPLIT WIRE, DUPLEX RECEPTACLE. (HALF FOR DISH WASHER AND HALF FOR GARBAGE DISPOSAL) MASTER BEDROOM 120V, SINGLE RECEPTACLE. 12 120V, HALF SWITCH DUPLEX RECEPTACLE J -�0 240V, 30A DRYER RECEPTACLE. 240V, 50A RANGE RECEPTACLE. -' to TOGGLE SWITCH. a 3 WAY TOGGLE SWITCH. 12 QI WALL MNTD JUNCTION BOX a WALL OUTLET - MOUNT 0 60" AFF (LION) 12 Lt 11111. TELEPHONE OUTLET 3 G 12 Q BATHROOM FAN _ 14 - DECK WP G14 J- 14 14 16 LIVING 18 16 II 1 PARTIAL PLAN A2 SCALE: 1/4" = 1'-0" PARTIAL PLANS 82 SCALE: 1/4" = l'-O" • r PANEL 6 ELECTRICAL PNL TV GENERAL ELECTRICAL NOTES � p CKT. BKR. PROVIDED W/AC AIR HAND. UNIT 18 Al �O DISCONNECTED SWITCH 1. ALL WORK SHALL CONFORM WITH ALL LOCAL, STATE, FEDERAL ORDINANCES 101 - -' - - _ AND BUILDING CODES GOVERNING THE INSTALLATION OF THE ELECTRICAL 120VAC/BATTERY APARTMENT SMOKE DETECTOR SYSTEM. IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY INTERCONNECTED WITH OTHER SMOKE DETECTORS 3 TO OR CONFLICTS WITH LOCAL ORDINANCES, BUILDING CODES AND REGULA- INSIDE UNITS (CEILING MOUNTED) _ TIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE ARCHITECT/ ENGINEER BEFORE SUBMITTING A BID. THE ARCHITECT/ENGINEER WILL K 120VAC/BATTERY APARTMENT SMOKE DETECTOR ETE N AS HOW TO PROCEED. THEN ISSUE INSTRUCTIONS INTERCONNECTED WITH OTHER SMOKE DETECTORS 1 5/7 2. THE DRAWING ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY INSIDE UNITS (WAIL MOUNTED) SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS WP WEATHER PROOF D G SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND r - SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL -i CEILING OUTLET 20 90 FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES 17g I 8� G TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED AND .MAINTAIN ® RECESSED INC. FIXTURE (HI -HAT) _ I MAXIMUM HEAD ROOM, OR SPACE CONDITIONS AT ALL POINTS. WHERE HEAD F --� 2 4 ROOM, OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT/ENGINEER �Q MINI HORN (FIRE ALARM) I KITCHEN J 18 SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRAC- TOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD MODIFICATION IN LAYOUT ❑J XAS 10 REVENT ONFLICTWITH WORK OF VARIOUS TRADES OR FOR JUNCTION BOX 18 0 DINING PROPER EXECUTION TC LIGHT IN RECIRCULATION FAN LIGHT IN J o 18 g 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR ATTIC SPACE. AT SECOND ATTIC SPACE. `1 WILL BE REQUIRED TO FURNISH, INSTALL ND/OR CONNECT WITH APPROPRIATE FLOOR UNITS AT SECOND FLOOR UNITS 8 10 SERVICES ALL ELECTRICAL ITEMS SHOWN ON ANY OF THE ARCHITECTURAL, ONLY. 10 PLUMBING, AIR CONDITIONING, SPRINKLER, DRAWINGS WITHOUT ADDITIONAL L ONLY. G g G EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFERENCES OR 1 3 OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE ARCHITECT/ -1 �- ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE 1- SUBMITTED. PLAN 1 4. VERIFY SERVICE CHARACTERISTICS, LOCATION AND CONNECTION WITH TELEPHONE UTILITY COMPANIES PERFORM ALL WORK RELATED TO SERVICE IN NI<< SCALE: 1/4" 1'-0" AND ELECTRIC STRICT ACCORDANCE WITH UTILITY Co. STANDARDS AND REQUIREMENTS. I� 5 INSTALL AND FIRST CLASS WORKMANLIKE NT IN A ETO MTHE ROWNER IALS NRESERVES ETHE DIRECT REMOVALAT MANNER. RIGHT AND REPLACE- MENT OF ITEM WHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMAN- LIKE APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRAC- TOR. v F E PNL AMPS VOLTAGE CKTS ,WIRE PHASE MAIN MOUNT MANUFACTURER TYPE Al 125 120/240 24 3 1 LUGS FLUSH SQUARE D LOAD CENTER CKT No. WIRE COND INCH CKT BKR SERVING CKT No., WIRE COND INCH CKT BKR SERVING POLE AMPS POLE AMPS 1 6 3/4 2 50 RANGE 2 12 1/2 2 20 DISHWASHER GARBAGE DISK' 3 4 5 8 3/4 2 40 AHU 6 12 1/2 1 20 BATH RECEPT. 7 8 12 1/2 1 20 SMALL APPL 9 10 1/2 2 25 COND UNIT 10 12 1/2 1 20 SMALL APPL 11 12 14 1/2 1 15 LTGS & RECEPT 13 10 1/2 2 30 WATER HTR. 14 14 1/2 1 15 LTGS & RECEPT 15 16 14 1/2 1 15 LTGS & RECEPT 17 10 1/2 2 30 DRYER 18 14 1/2 1 15 LTGS &RECEPT 19 20 12 1/2 1 20 REFRIGERATOR 21 12 1/2 1 20 WASHER 22 - - - - SPACE 23 - - - SPACE 24 - - - - - SPACE NEC TABLE 220-30 (PANEL Al & A2) 1 W 6. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY HIM 885 SQ FT 0 3 WATTS/SQ FT 2.7 OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER TWO 20 AMP SMALL APPL CKT 0 1500 wATrs CH 3.0 TRADES OR OTHER CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR SHALL ++ RANGE 8.0 REMOVE AND REPLACE, AT HIS EXPENSE, ALL ELECTRICAL WORK WHICH MAY HAVE DRYER _ 5.0 TO BE REMOVED BECAUSE OF INTERFERENCE WITH OTHER TRADES. WATER HEATER 4.5 DISHWASHER 1.2 7. THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS ASSO- - REFRIGERAROR 0,7 CIATION DUES, ROYALTIES, AND TAXES OF WHATEVER NATURE SHALL APPLY TO THIS WORK. HE SHALL ALSO PAY ALL INSPECTION FEES AS MAY BE REQUIRED: BY LAW WASHER 1.5 OR ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY DAMAGE AND I EXPENSE ARISING FROM ANY VIOLATION OF THE LAWS, RULES OR ORDINANCES. TOTAL WITHOUT DEMAND 26.6 8• ALL WIRE SHALL BE COPPER UNLESS OTHERWISE NOTED, IN RACEWAY. FIRST 10.0 KW 0 100% 10.0 NEXT 16.6 KW ®40% AIR COND UNIT (0.7KW + 5.0 KW ®65%) 6.6 9, WIRE UP COMPLETE ALL THE A/C EQUIPMENT AND CONTROLS AS DIRECTED BY 4.0 A/C CONTRACTOR. CONTROL WIRING SHALL BE SEPARATE RACEWAY FROM POWER WIRING. TOTAL CONNECTED LOAD 20.6 10. PROVIDE, RACEWAYS AND PREWIRE TELEPHONE SYSTEM COMPLETELY. NEUTRAL CALCULATION KW 11. PROVIDE EMPTY RACEWAYS FOR CABLE TVRISERS LIGHT,RECEPT.,SMALL APPL (5,7 KW) 12, PROVIDE MEANS "FURNISH AND INSTALL". FIRST 3.0 KW ®100% 3.0 NEXT 2.7 KW 35% 1.0 13. COORDINATE WORK WITH WORK OF OTHER TRADES TO AVOID ALL CONFLICTS. REFRIGERATOR 0 100% 0.7 WASHER ®100% 1.5 14. DO A COMPLETE JOB EVERYTHING CONNECTED, READY FOR USE. DISHWASHER ® 100% 1.2 RANGE 8.0 KW ® 70% 5.6 15. PROVIDE TEMPORARY WIRING SYSTEM FOR USE OF ALL TRADES, ADEQUATE FOR DRYER 5.0 KW 0 70% 3.5 ENTIRE NEEDS OF THIS PROJECTS. TOTAL CONNECTED LOAD (NEUTRAL) 16.5 16. SWITCHES CONNECT ALL MOTORS, STARTERS, CONTROLS, DISC. CKT. BKR. ETC., FURNISHED UNDER Y THE GENERAL CONTRACTOR. WHETHER FUR R THIS CONTRACT B E (LINE): 20 600 240V 86 MPS WATTS TO AMPS (L ) / OTHER SUBCONTRACTORS, OR THE OWNER. WATTS TO AMPS (NEUT): 16,500/240V = 69 AMP 17 PROVIDE PULL WIRES WHEN EMPTY CONDUITS ARE SHOWN ON THE PLANS. FEEDER • THWN CU 344 & 118 (GND) 1-1 Am WC 20 14 20 3 12 DECK WP G t4 BEDROOM 2 20 14 J 20 TV TV ry 1 LIVING 16 20 ®18 14 _ 14 ® I -_ 186is 18 18 PNL B1 14 MASTER BEDROOM 12 12 12 ,B 6. 12 18 o 8 - - - 18 12 G J F 12 7/19 20 10� G 5/7 J 18 �/ 1/4 18 J 13/15 _ X I KITCHEN 1 DINING �1 2 0 0 0 z L O 6 18 m 2 8- 1 8' J p V) G G Ca D L- UJ 10 1/3 10 U TY lLI EL PLAN B1 Z J IL SCALE: 1/4" = l'-O" _ U O d PNL AMPS VOLTAGE CKTS WIRE PHASE MAIN MOUNT MANUFACTURER TYPE B1 1 125 1 1201240 24 3 1 LUGS FLUSH SQUARE D LOAD CENTER CKT No. WIRE COND INCH' CKT BKR SERVING CKT No. WIRE COND INCH CKT BKR SERVING POLE AMPS POLE AMPS 1 6 3/4' 2 50 RANGE 2 12 1/2 1 20 DISHWASHER GARBAGE DISP. 3 4 5 8 3/4 2 40 AHU 6 12 1/2 1 20 BATH RECEPT. 7 8 12 1/2 1 20 SMALL APPL 9 10 1/2' 2 25 COND UNIT 10- 12 1/2 1 20 SMALL APPL. 11 12 14 1/2 1 15 LTGS & RECEPT 13 10 1/2 2 30 WATER HTR. 14 14 1/2 1 15 LTGS & RECEPT 15 16 14 1/2 1 15 LTGS & RECEPT 17 10 1/2 / 2 30 DRYER 18 1 4 1 2 / 1 15 LTGS & RECEPT 19 20 14 1/2 1 15 LTGS & RECEPT 21 12 1 2 / 1 20 WASHER 22 12 - 1 20 REFRIGERATOR 23 - - - SPACE 24 - - - - SPACE NEC TABLE 220-30 (PANEL 61 & 82) hw 1100 SQ FT 0 3 WATTS/SQ FT 3.3 V TWO 20 AMP SMALL APPL CKT 0 1500 WATTS EACH 3.0 RANGE 8.0 0, DRYER 5.0 - 3 WATER HEATER 4.5 0 DISHWASHER 1.2 0 REFRIGERAR4 R 0.7 WASHER 1.5 TOTAL WITHOUT DEMAND 27.2 FIRST 10.0 KW 0 100% 10.0 . NEXT 17.2 KW 0 40% 6.9 AIR COND UNIT (0.9 KW + 5.0 KW ®657) 4.1 TOTAL CONNECTED LOAD 21.0 ¢w® a NEUTRAL CALCULATION KW 4 LIGHT,RECEPT.,SMALL APPL. (6.3 KW) x y FIRST 3.0 KW 0 100% NEXT 3.3 KW 0 35% 3.0 1.2 LLJ m REFRIGERATOR ®100% 0.7 o WASHER 0 100% - 1.5 V DISHWASHER ® 100% _1.2BB 4 W d RANGE 8.0 KW 0 70% 5.6 DRYER 5.0 KW 0 70% 3.5VIA a� TOTAL CONNECTED LOAD (NEUTRAL) 16.7' O )C (LINE): 21 240V 000 % WATTS TO AMPS = 88 AMPS ' s _ WATTS TO AMPS NEUT: 16 700 240V - 70 AMPS FEEDER • THWN CU 394 & 1#8 (GND) 1-1/4" PVC 18. PROVIDE LIGHTING FIXTURES AS PER OWNER + BEFORE INSTALLATION THE ELECTRICAL CONTRA TOR SHALL VERIFY SIZE OF CKT. BREAKER &FEEDER (NEC-310-16 NOTE 31 BEFORE INSTALLATION, THE ELECTRICAL CONTRACTOR SHALL VERIFY SIZE OF CKT. BREAKER & FEEDER (NEC 310-16 NOTE 3) WITH THE MNUFACI`URER REQUIREMENTS HEATING LOAD LARGER THAN COOLING LOAD WITH THE MANUFACTURER REQUIREMENTS HEATING LOAD LARGER THAN COOLING LOAD 19. PROVIDE EMPTY PVC RACEWAYS (SERVICE ENTRANCE) FOR TELEPHONE Co. & AIR HANDLING UNITS: AIR HANDLING UNITS: CABLE TV Co. AS PER THEIR REQUIREMENTS AND DIRECTIONS. PLAN Al & A2 BOTTOM LEVEL USE 30A CKT. BKR. & #10 WIRE PLAN Al & A2 BOTTOM LEVEL: USE 30A CKT. BK R & 10 WIRE # PLAN Al & A2 TOP LEVEL: USE 30A CKT. BK . & #110 WIRE D PLAN Al & A2 TOP LEVEL: USE 30A CKT. BKR. & #10 WIRE 20. PROVIDE ALL WIRING DEVICES. PLAN B1 & B2 BOTTON LEVEL: USE 30A CKT. BKR. & #10 WIRE PLAN B1 & B2 BOTTON LEVEL: USE 30A CKT. BKR. & #10 WIRE 21. IDENTIFY CLEARLY ON A TYPE WRITTEN FORM ALL CIRCUITS AND EQUIPMENT PLAN B1 & B2 TOP LEVEL: USE 40A CKT. BK . & #8 WIRE PLAN 81 & B2 TOP LEVEL: USE 40A CKT. BKR. & #8 WIRE TO CORRESPOND WITH THE PLANS AND PANELS SCHEDULE AND ATTACH iPLANAl CONDENSING UNITS: PANEL. INSIDE THE PERTAINING CONDENSING UNITS: & A2 BOTTOM LEVEL. USE 15A CKT. BKR! & 12 WIRE PLAN Al & A2 BOTTOM LEVEL: USE 15A CKT. BKR. & #12 WIRE 22. PROVIDE FIRE ALARM SYSTEM AS PER LOCAL AUTHORITIES REQUIREMENTS. PLAN Al & A2 TOP LEVEL USE 20A CKT. BK & #12 WIRE PLAN Al & A2 TOP LEVEL: USE 20A CKT. BKR. & #12 WIRE PLAN 81 & 62 BOTTON .LEVEL: USE 20A CKT. BKR. & #12 WIRE PLAN 81 & B2 BOTTON LEVEL: USE 20A CKT. BKR. & #12 WIRE RACEWAYS: ALL UNDERGROUND RACEWAYS TO BE PVC, INSIDE CONCRETE SLAB PLAN Bl & B2 TOP LEVEL: USE 25A-CKT. BKR. & #10 WIRE PLAN 81 & B2 TOP LEVEL: USE 25A CKT. BKR. & #10 WIRE _23. PVC OR ENT, INSIDE PARTITIONS EMT, ENT, OR MC CABLE WHEN PERMITTED B a a rn BY CODE. 24. SHOP DRAWINGS: THIS CONTRACTOR SHALL FURNISH THE ENGINEER WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE FOR APPROVAL. 25. TESTING: THE CONTRACTOR SHALL TEST ALL WORK AND EQUIPMENT AS DIRECTED BY THE ARCHITECT AND BY AUTHORITIES HAVING JURISDICTION, FURNISHING ALL EQUIPMENT AND NECESSARY PERSONNEL AND ELECTRIC POWER, THE ENTIRE INSTALLATION SHALL BE TESTED FOR SHORTS, GROUNDS AND OPEN CIRCUITS AND ALL DEFECTS SHALL BE DEMONSTRATED TO BE IN PROPER WORKING AND OPERATING CONDITION TO THE COMPLETE SATISFACTION OF THE ENGINEER. 26 GUARANTEES: ALL EQUIPMENT AND MATERIALS SHALL BE GUARANTEED FOR ONE YEAR AFTER THE DATE OF ACCEPTANCE BY OWNER. 27, AT COMPLETION OF JOB THE ELECTRICAL CONTRACTOR SHALL GIVE THE OWNER AN AS -BUILT SET OF REPRODUCIBLE SEPIAS SHOWING THE EXACT ELECTRICAL INSTALLATION. 28. BEFORE BIDDING THE JOB THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. 29. EXTEND WIRING AND MAKE ALL FINAL CONNECTIONS TO AIR COND. UNIT `o. EXHAUST FANS ETC. PROVIDE ALL DISCONNECT SWITCHES AND STARTERS N AS REQUIRED. o ` q �_ CI w U 1 11 Ty 4 � 0 fJ9IE: THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT NAME PLATE RATING OF THE MOTORS & HEATER BEFORE INSTALLATION & INFORM TO THE ELECTRICAL ENGINEER OF ANY DISCREPANCIES. NOTE: ALL SMOKE DETECTORS IN THE APARTMENTS 120V POWER WITH BATTERY BACK-UP AND INTERCONNECTED WITH IN THE UNIT FOR SIMULTANEOUS OPERATION. r 13 1 4 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 z v c U� 10 Do 0 of to Drawn X.X. Project No. 01089 R ERNESTO R. TORRES PE# 0049958 E.E. EB0003862 Date FLORIDA ENGINEERING SERVICES MECHANICAL AND ELECTRICAL 07/03/01 ENGINEERS Drawing No. 34 N.W. 168TH STREET NORTH MIAMI BEACH, FL 33169 TELEPHONE: (305) 653-0212 FAX: (305) 653-0232 of p 16 H m 0 id 0 wirn � 0 m a i v, a m 0 0 3 ILI BUILDING TYPEi .- SECOND FLOOR SCALE: 1/8" = 1.-0" 10"x24" DRYWELL 10"x24" DRYWELL 3.0 TONS) (3.0 TONS) 1-1/ "DP 3/4"RVD 1-1//4"DP & 3/4"RVD DISCHARGE 6" A.F. GRADE DISCHARGE 6" A.F. GFA W/GO SEN K Q 0 SENECK =� r —J ----- ---- L 3/4"CW W CAP -OFF FOR ELECT GROUND S ELECT. DWG. FOR EXACT n _ - LOCATION � r 7 10"x24" DRYWELL - - - _ - - - 10"x24" DRYWELL (3.0 TONS) I (3.0 TONS) 3" PLAN Al PLAN B2 PLAN B2 PLAN Al 1Q 1 3" 1-1/4"DP &"3/4"RVD 1 3 2" 2 '� 1-1/4-DP & 3/4-RVDr DISCHARGE 6 A.F. GRADE 1 �OD OO 2 2 Q 1 111 DISCHARGE 6 A.F. GRADE W/GOOSENECK - - 1 1 1 = W/GOOSENECK 74 1 7 �' IIL L _ _® "IN PVC SLEEVE 1"IN PVC SLEEVE 1» 3 3" 3 O 1 1" a CEILING O p +'17 1 "® CEILI 2 2 �I 2 9 p© ©© p© 24 1 4 ©p 3» II 12 3" p a 3" 3" ©© 3 20 26 3 - - 4"FCO i 4"FCO 4 — 3" "-40FU - FU " H 1" 2 4"-76FU T "-84FU 3" 3" 164FU "-244FU4"-72FU 2 12!' 4"-44F 4"-40F '3 4 1 h � rJ I3/J L� W/4" J —-4 1A Ito L WImp 1 t4 WC 22 I / "1'�1-1/4"DP & 3/4"RVDDISCHARGE DISCHARGE 6" A.F. GRAD »^W/GOOSENECK 31 01 L LQ W/GOOSENECK A.F. GRADE PLAN A2 I PLAN Bt PLAN'B1 I _ PLAN A2 10"x24" DRYWELL r - III - - - - - - - - (3.0 TONS) » L - - - - - - - - 6 -244FU J 1 10"x24" DRYWELL (3.0 TONS) III �I I r 1 1 /4" 1 //4"IN PVC SLEEVE - - - I U DER SLAB ONLY i 1 =�1 III III1 1 /4» I I IL I =_I II II I �� / ❑ ❑ ❑ ❑ DISCH RGE'6"3/�" GRADE 1 CHAR P & 3/4"RVD ^ DIS GE 6" A.F. GRADE 2 » --- J W/GO SEN CK - 1 / _ - 1 1 /2" - - - - 1 1 2 _ W GOOSENECK p�YWELL F.C.O AND 10"x24" DRYWELL - - �3.t TONS) TEST TEE (3.0 TONS) 3/4" 2"SHUT-OFF VALVE 66"01/8^ IN VALVE BOX 1 244F(j _ BUILDING TYPE I FIRST FLOOR = 3/4"CW TO TWO HOSE BIBBS�/' \-6"SAN. LINE. FOR CONT. SCALE: 1/8" 1'-0" AROUND GARAGE BLDG 2"BACKFLOW PREVENTER SEE CIVIL ENG. DWGS. FOR EXACT LOCATION SEE CIVIL ENG. DWGS. ^CW FOR CONT SEE 2 CIVIL ENG DWG. 3 4 1 5 7 8 1 9 1 10 11 12 13 14 I W Q 0 J fn Ld o' LIJ LLI 0- Q :D Z 'J Z V)_ U' Q > F- < O 0_ V A a rn c .3 0 a �a LL1 ce m C»1 I, m cc) Z �� L L4 U W d E •„n q( J 'o 6 z THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS o REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 0 it 1- a COMPLY WITH ALL APPLICABLE CODES. Drawn X.X. Project No. 01089 ALBeRl. BHUB CAD File No PE# 0043414 M.E. EB0003862 Date FLORIDA ENGINEERING SERVICES MECHANICAL AND ELECTRICAL 07/03/01 ENGINEERS Drawing No. 01 22I A 34 N.W. 168TH STREET L �I NORTH MIAMI BEACH, FL. 33169 TELEPHONE: (305) 653-0212 FAX: (305) 653-0232 Of 15 16 N, - r _ 1/2" 3/4" i ii3/4» T M ` 1/2" WC 1/2" L \ 1/2» 1/2" .\ 3/4„ 3"VTR J DW 1/2„ \\ 3/4" 3/4" 3/4" \ 1/2" — 13/4 WC DECK SH PLAN 131 UNIT 2" WATER "RISER DIAOMFIAM All BEDROOM 2 I E MAIN J REFRIG LINES — — �•— _ — BY AC TRACTOR WC T L D,DP & CD RISERS Ar RISER DW �I E 1 2 2- VTR RO3V�- 3/4" DINING 3 HW DN 3"VTR PLAN Al SCALE: 1 /4" = 1'-0" q tl2^ pl PI p / r t//t/Zp t/Z T�f/ p wM To IER raW I1110 T MPS low IOR� r 1/ryp \ p 100,001IO p \\ SK� I I PLAN Al UNIT WATER RISER DIAGRAM N.T.S. 9, 1 MASTER BEDROOM LIVING 2 R` _ I� L REFRIGERANT LINE BY AC CONTRACTOR — W O 3/4" i 3"S. DN RVD DP & CD RISER DW L1 » 3/4"CD DINING &TRAP SH "4" ' SK o 3"VTR CW RISER 3/4" 1✓2r - - 3/4_ 1 /2"CW &HWON PLAN B1 SCALE: 1/4" = 1'-0" CD RISER _ DP — CW -� AHU-1 NOTE WH-1: LOCHINVAR MODEL ESA030KK, 30GLS. 4.5 KW TOTAL ® 240-1-60 V DUAL ELEMENT NON SIMULTANEOUS E.F 0.89 OR EQUAL WH-2: LOCHINVAR MODEL ESA040KK, 40GLS. 4.5 KW TOTAL ® 240-1-60 V DUAL ELEMENT -NON SIMULTANEOUS EX 0.89 OR EQUAL NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR ACTUAL DROPPED CEILING AREA 2. COORDINATE DUCT AND PIPING ROUTING BEFORE FABRICATION AND ERECTION OF ANY DUCTWORK AND PIPING SYSTEMS 3. PROVIDE COLD WATER FOR ALL REFRIGERATORS FOR ICE MAKER 0 0 z oM L m Q 'J OJ W 0_ Lj LJ O 0 z J a z V _ QU_ I- � O Q d C e d rn c .3 0 0 J �d v F _ F- I 'm o I x E 0 6 z d v, C U J p vo 2 to Drawn X.X. Project No. 01089 R ALBS iT SHUB 1W PE# 0043414 M.E. EB0003862 Date FLORIDA ENGINEERING SERVICES MECHANICAL AND ELECTRICAL 07/03/01 ENGINEERS Drawing No. 34 N.W. 168TH STREET NORTH MIAMI BEACH, FL. 33169 TELEPHONE: (305) 653-0212 FAX: ((305)) 653-0232 of 11 112 1 13 1 14 15 16 (BY OTHERS) WATER HEATER WH-1 t-1 ND FL. UNIT EF. PIPING GROUND FL UNIT REF. PIPING FULL LOUVER DOOR PLAN 1 UNIT DETAIL NTS