Loading...
HomeMy WebLinkAboutBuilding Planst GENERAL I. THE CONTRACTOR SHALL IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL CUTTING AND PATCHING NECESSARY TO COMPLETE THE WORK, AND SHALL PROTECT THE EXISTING BUILDING FROM DAMAGE CAUSED BY THE WORK. THE CONTRACTOR SHALL REPAIR AND RESTORE THE EXISTING CONSTRUCTION TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER AND THE ARCHITECT. 2- THE CONTRACTOR SHALL NOT DISRUPT EXISTING SERVICES, OPERATIONS, OR UTILITIES WITHOUT OBTAINING OWNER'S PRIOR APPROVAL AND INSTRUCTIONS IN EACH CASE- 3. COORDINATE DEMOLITION AND CONSTRUCTION TO REMAIN, SO AS TO PROVIDE THE BEST POSSIBLE JOINT OR UNDERLAYING SURFACE FOR THE NEW WORK. 4. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODES. 5. THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR THE VERIFICATION OF ALL ELEVATIONS, CONDITIONS, AND DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION. 0, ANY CONFLICTS OR OMISSIONS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR GENERAL NOTES SHALL BE BROUGH-- TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY AND BEFORE PROCEEDING: WITH ANY WORK SO INVOLVED. DO NOT SCALE DRAWINGS. -1. THE GENERAL CONTRACTOR SHALL COORDINATE AND VERIFY WITH ALL SUBCONTRACTORS THE SIZE AND LOCATION OF ALL PIPING, DUCTWORK, TRENCHES, SLEEVES, SPECIAL BOLTING FOR EQUIPMENT CONDUITS, ETC. 8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS FOR DEMOLITION. THE CONTRACTOR SHALL INFORM THE ARCHITECT OF ANY CONDITIONS THAT WOULD AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING PRIOR TO PROCEEDING WITH DEMOLITION. 0, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING ALL FiN15H SURFACES CLEAN AT COMPLETION OF THE WORK AND SHALL REMOVE ALL EXCESS MATERIAL AND DEBRIS FROM THE JOB REGULARLY. 10. JOB SITE MEASUREMENTS ARE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND/OR SUBCONTRACTOR AND MUST BE TAKEN FOR ALL ITEMS BY ALL SUBCONTRACTORS PRIOR TO FABRICATION- i - GENERAL CONTRACTOR RESPONSIBLE FOR INSTALLING SOLID BLOCKING BEHIND ALL SHELVING, CABINETS, ETC., OR EQUIPMENT REQUIRING BACKING. 2. GENERAL CONTRACTOR RESPONSIBLE FOR INSTALLING A DUST PROOF BARRICADE 4 PROTECT THE MALL FLOOR x s x I I I I _b • N A keynote system is used on the drawings for materials references and notes. Refer to keynote legend on the drawings for information which relates to each keynote symbol on the respective drawing. 1 Each kaynote symbol consists OF a 5-di91t number followed by a period and a letter suffix. The 5-digit number relates to the specification Section which generally Covers the item that is referenced, and the letter suffix IdentlFies the Specific reference notation used on the drawing. The letter suffix does not I relate to any corresponding reference letter in specification. THE ORGANIZATION OF THE KEYNOTE SYSTEM ON THE DRAWINGS, WITH THE KEYNOTE REFERENCE NUMBERS RELATED TO THE SPECIFICATIONS SECTIONS NUMBERING SYSTEM, SHALL NOT CONTROL THE CONTRACTOR iN DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN ESTABLISHING THE EXTENT OF WORK TO SE PERFORMED BY ANY TRADE. SUFFIX Example : 04400.5 I PREFIX 1' j i SOUTHERN STANDARD BUILDING CODE, I1.)99 EDITION NATIONAL ELECTRIC CODE APPLICABLE EDITION ALL OTHER RULES, REGULATIONS, AND CODES HAVING JURISDICTION AFA=ENTS: OCCUPANCY GROUP : GROUP R2 - APARTMENTS CONSTRUCTION TYPE : TYPE V, UNPROTECTED, UNSPRINKLED PERMITTED PROPOSED MEAN BUILDING HEIGHT • 55' 22'-ii i/2' NO. OF STORIES 2 2 AREA (MULTI -STORY) 12,000 SQ.FT. 13,220 SOFT. FARE ERQTECTION REQUIREMENTS AS PER TABLE 600, S.B.C. STRUCTURAL REQUIRED PROPOSED DESIGN ELEMENT RATING RATING NNO. INTERIOR BEARING WALLS 0 0 - iNTERiOR NON -BEARING WALLS 0 0 - COLUMNS 0 0 - BEAMS, GIRDERS, TURSSES 0 0 - ROOF CEILING i I - EXTERIOR BEARING WALLS 0 0 - FI$EPROTECTION REQUIREMENTS: FIRE RESISTANCE PARTITIONS AS PER TABLE -100, S.B-C- VERTICAL SHAFTS: 2 HR OCCUPANCY SEPARATIONS: I HR TENANT SEPARATIONS: i HR CLUBHOUSE - OCCUPANCY GROUP : GROUP A2 -SMALL ASSEMBLY CONSTRUCTION TYPE: TYPE VI, UNPROTECTED, UNSPRINKLED PERMITTED PROPOSED MEAN BUILDING HEIGHT: 40' 16'-6' NO. OF STORIES I i AREA (MULTI -STORY) 5000 4113 FIRE PROTECTION REQUIREMENTS AS PER TABLE 600, S.B.G. STRUCTURAL REQUIRED PROPOSED DESIGN ELEMENT RATING RATING NO. INTERIOR BEARING WALLS 0 0 INTERIOR NON -SEARING WALLS 0 0 - COLUMNS 0 0 - BEAMS, GIRDERS, TURSSES 0 0 - ROOF CEILING 0 0 - EXTERIOR BEARING WALLS 0 0 FIRE PROTECTION REQUIREMENTS FIRE RESISTANCE PARTITIONS AS PER TABLE -100, S.B.G. VERTICAL SHAFTS: NONE OCCUPANCY SEPARATIONS: 2 HR TENANT SEPARATIONS: NONE SYMBOLS ABBREVIAT ION IS DETAIL NUMBER POEM Z ACOU& ACOUSTICAL N,G NOT IN CONTRACT DETAIL REFERENCE ADJ. ADJUSTABLE NO. NUMBER 4-2 SHEET NUMBER AL. ALUMINUM N.T.S. NOT TO SCALE APPROX. APPROXIMATE CA OVERALL BD. BOAFD OB@. CEISCURE BLDG. BUILDING oa ON CENTER MILK_ BLOCK O.D. OUTSIDE DIAMETER BLKG. BLOCKING oral. OWNER BURNISH/ ELEVATION NUMBER BM. Bor. BEAM BOTTOM OFF. CONTRACTOR INSTALL OFFICE ELEVATION REFERENCE SHEET NUMBER LAB, CABINET OPNG. OPP. OPENING OPPOSITE CEM. CEMENT CER CERAMIC - PL. PLATE C.I. CAST IRON PLAS. PLASTER CLR CLEAR PLYwv. PLYWOOD COL COLUMN PR PAIR SECTION NUMBER COWL• CONCRETE PRCST, PRECAST CONJ. CONNECTION P.TD. F PRESSURE TREATED SECTION REFERENCE SE SHEET NUMBER CTSK COUNrERKM PTK PAR�TI?ONFIR � DECOR DECORATIVE O.T. QUARRY TILE DIET. DETAIL DF. DOUGLAS FIR R. RISER DMA. DIM. DIAMETER DIMENSION RAD. REIPF. RADIUS REINFORCE DK DOWN REQ. RE6WIRED DAL DOWN SPOUT R M. ROOM DWG. DRAWING R.O. ROUGH OPENING WALL NUMBER EA EACH RAUL. RAIN LEADER ROOM NUMBER AND zEL. INTERIOR ELEV. ELEC ELEVATION ELECTRICAL AL S.0 SCHDCORE INTERIOR ELEVATION M F7 3 SHEET NUMBER EX EQUAL EXHAUST SCFIEA- BHT. SCHEDULE ULE SHEET REFERENCE a EXH. EXP. EXPANSION SIM SIMILAR EXT. EXTERIOR SO. SQUARE EXIST. EXISTING SST. STAINLESS STEEL STD. STANDARD - FAA FORCE AIR UNIT STL STEEL F14.C. FITS HOSE CABINET STOR STORAGE FIN. FINISH STRUCT. STRUCTURAL ROOM REFERENCE IO2 ROOM NUMBER FL- FLASH. FLOOR FLASHING BURP. art SUSPENDED SYMMETRICAL FLUOR FLUORESCENT FOF. PACE OF FINISH T. TREAD ROM. FACE OF MASONRY TIC. TOP of CURB F.OS, PACE OF STUD TEL. TELEPHONE FT. FOOT?EET T4G TOW-AE AND GROOVE DOOR REFERENCE O DOOR NUMBER FTC FoorNG THK TOG THICK TOP OF CHIMNEY GA GAUGE 7OFR TOP OF FRAMING GALV. GALVANIZED TOL. TOP OF LEDGER GL. GLASS 7.0P. TOP OF PLATE GR GRADE T.OPL. TOP OF PLATE GYP. GTPSUM rYP. TYPICAL WINDOW REFERENCE O WINDOW NUMBER HUB, H.G. HOSE 5160 HOLLOW CORE U.OPL UNLESS OTHE W15E NOTED HDWD. HARDWOOD VERT. VERTICAL HDWE. HAFM""RE VEST. VESTIBULE HGT. HEIGHT VADF. VERTICAL GRAIN Will. HOLLOW METAL DOUGLAS FIR HCRIZ HORIZONTAL W/ WITH NOTE REFERENCE 3 REFERENCE NUMBER I.D. INLAND. INSIDE DIAMETER INCANDESCENT W/o wc. WITHOUT WATER CLOSET NSUL. INSULATION WD- WOOD INT. INTERIOR wDu WINDOW WA WATER HEATER JAN. JANITOR WSCT. WAINSCOT JT. JOINT W. UEIGHT A REVISION NUMBER TE SYMBOLS SYMBOLS REVI610N REFERENCE LAV. LAVATORY LOC. LOCATION < AND ANCsLE MAX MAXIMUM • AT MECR MECHANICAL C CENTER LINE MET. METAL DIAMETER OR ROUND MFR MANUFACTURER PERPENDICULAR MIN MINIMUM " FOUND OR NUMBER MISC. MISCELLANEOUS MO. MASONRY OPENING MTD. MOUNTED MUL. MULLION ARCHiTEC7URAL DRAWINGS STRUCTURAL DRAWINGS GU TITLE SHEET SI.1 BLDG i FOUNDATION 612 SITE PLAN 512 BLDG i FLOOR FRAMING G13 HANDICAP REQUIREMENTS 613 BLDG I ROOF FRAMING 52J BLDG 2 FOUNDATION AU BUILDING I PLAN 622 BLDG 2 FLOOR FRAMING Al2 BUILDING 2 PLAN 523 BLDG 2 ROOF FRAMING A13 ROOF PLANS 53-1 GARAGE FOUNDATION AIA CLUBHOUSE PLAN 532 GARAGE ROOF FRAMING AL5 GARAGE PLAN 54.1 CLUBHOUSE FOUNDATION 4 ROOF FRAMING 55.1 NOTES 552 DETAILS A2J BUILDING I - ELEVATIONS 553 DETAILS A22 BUILDING 2 - ELEVATIONS A23 ENLARGED ELEVATIONS ME4P DRAWINGS A2.4 CLUBHOUSE ELEVATIONS A2.5 ` GARAGE ELEVATIONS P-1 BLDG 1 PLUMBING P-2 BLDG I RISER y P-3 BLDG 2 PLUMBING BREEZEWAY� P-4 BLDG I RISER A32 STRUCTURAL SCHEDULE 4 NOTES P-5 UNITS A 4 B P-6 CLUBHOUSE PLUMBING A4,1 EXTERIOR DETAILS P-1 CLUBHOUSE RISER w P-S DETAILS, SCHEDULE 4 NOTES DETAILS u A5.1 SdEDULES * , AC-1 BLDG i AC-2 BLDG 2 AG-3 UNITS A 4 B AC-4 CLUBHOUSE A6.1 PLAN Al FLOOR PLAN AC-5 DETAILS, SCHEDULE 4 NOTES A6.2 PLAN A2 FLOOR PLAN A63 PLAN Bi FLOOR PLAN A&A PLAN 52 FLOOR PLAN A65 PARTIAL CLUBHOUSE FLOOR PLAN ST. LL'CiE COL-NTY FIRE DISTRICT A6b PARTIAL CLUBHOUSE FLOOR PLAN REV`IENVED FOR CONTPLI:x'10E . INSPECTIONS Uj SLB3ECT TO FIELD Ai.l POOR 4 WINDOW DETAILS SEE ATTACHED REVISION'SHEET Al2 INTMOR DETAILS REN"IEVVED BY: :E DATE: lo- 1—E- c x 0101 w Y ST .L UC►E COU NTY _. TV BUt LDING DIVISION REVIEWED FOR COMPMAN ,E DATE ' PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE .. .. NMI[ REVISIONS CONSULTANTS �' I � 4 ARCHITECTS E&P .1 N 1 FAIR HOUSING AMENDMENTS ACT OF 1988 1 GENERAL. 'I Information contained on sheet FHA-1 Is Intended to provide detailed technical provisions for features within a dwelling unit. Scope requirements ore provided within these specifications. L These specifications in no way relieve the contractor from obtaining and conforming with the standards referenced herein. The act is a federal civil rights low, and as such all new construction must comply with the act. Where state and local codes differ in technical aspects and or scope requirements with the act, the more stringent shall be followed. J v H The act applies to all covered multi -family dwellings containing 4 or more dwelling units if such buildings have one or more elevators, and ail ground floor dwelling units In other buildings containing four or more units. Note: for a unit to fall within the act, all finished living space must be on the some floor. Multi -story dwelling units are covered on the primary entry level in buildings with elevators. Requirements 1 - Accessible Building Entrance on an Accessible Route. At least one building entrance shall be on an accessible route. See architectural plans for designation of accessible entrance if more than one entrance is provided, This requirement provides scope and technical requirements of the site. See civil engineer drawings for further information. . Requirement 2 - Accessible and Usable Public and Common Use Areas All common and public use spaces must comply with the technical requirements of ANSI A117.1 - 1986 Standard, or later edition provided the requirements of the later edition provides an equivalent or stricter standard. In residential projects common spaces which are open to the public (in addition to resident and guest use) are considered "public accommodation', and must comply with Americans with Disabilities Act (ADA) Requirements, in addition to Fair Housing Requirements. See additional requirements for public and common use areas elsewhere in the construction documents. Requirements 3.0 Usable Doors 3.1 On accessible routes in public and common use areas, and the exterior side of the primary 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 doors shall also have a minimum 32" clear opening per `Figure #11 3.2 Within the dwelling unit all passage doors must provide a 32" clear opening. [See Figure # 1] Requirement 4 Accessible Route Into and Through the Covered Dwelling Units. 1. A minimum clear width of 36 inches is provided. 2. In single -story dwelling units, changes in level within the dwelling unit with heights between 1/4 inch and 1/2 inch are beveled with a slope no greater than 1:2. Where a single story. dwelling unit has special design features, all portions of the eingle-story unit, except the loft or the sunken or raised area, are on an accessible route; and (a) In single -story dwellings with lofts, all spaces other than the loft are on an accessible route. (b) Design features such as sunken or raised functional areas do not interrupt the accessible route through the remainder of the dwelling unit. Note: Attached garages and basements to the dwelling unit must have A usable door, but are not required to be an an accessible route as non -living spaces. 3. In multistory dwelling units in buildings with elevators, the story of the unit that is served 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 entrylaccessible floor; and (c) contains a bathroom or powder room which complies with Requirements 7. (Note: multistory dwelling units in non -elevator buildings are not covered dwelling units because, In such cases, there is na ground floor unit.) 4. Except as provided in paragraphs (5) and (6) below, thresholds at exterior doors, Including sliding door tracks, are no higher than 3/4 inch. Thresholds and changes in level at these locations are beveled with a slope no greater than. 1:2. 5. Exterior deck, patio. or balcony surfaces are no mare than 1/2 inch below the floor level of the interior of. the dwelling units, unless they are constructed of impervious material such 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. 6. At the primary entry door to dwelling units with direct exterior access, outside landing surfaces constructed of impervious materials such as concrete, brick or flagstone, are no more than 1/2 inch below the floor level of the interior of the dwelling unit. The finished surface of this area that is located immediately outside the entry may be area that is located immediately outside the entry may be sloped, up to 1/8 per foot (12 Inches), for drainage. Requirement 5 Light Switches, Electrical Outlets, Thermostats and Other Environment Controls in Accessible Locations. The operable parts of light switches, electrical outlets, thermostats and other environmental controls shall be Located no higher than 48 inches, and no lower than 15 inches, above the floor. If the reach is over an obstruction (for example, an overhanging shelf) between 26 and 25 inches in depth, the maximum height is reduced to 44 inches for forward approach; or 46 inches for side approach, provided the obstruction (for example, a kitchen base cabinet) is no more than 24 inches in depth. Obstructions should not extend more than 25 inches form the wall beneath a control. LFigure # 3] Note:. Circuit breakers, appliance controls and outlets dedicated to specific appliances are not covered by FHA. Requirement 6 Reinforced Walls for Grab Bars. Provide reinforced bathroom walls to allow later installation of grab bars around the toilet, tub, shower stall and shower seat, where such facilities are provided. [Figure # 4]. Where the toilet is not placed adjacent to a side wall, the bathroom would comply if provision was made for installation of floor mounted, foldaway or similar alternative grab bars. Powder rooms (a room with a toilet and sink) are not required to have grab bar reinforcing unless the powder room is the only toilet facility located on an accessible level of a multistory dwelling unit. Note: Installation of bathtubs is not limited by [figure # 4]; a tub may have shelves or benches at either end; or a tub may be installed without surrounding wails, if there is provision for alternative mounting of grab bars. For example, a sunken tub placed away from walls could have reinforced areas for installation of floor -mounted grab bars The same principle applies to shower stalls -- e.g., glass -walled stalls could be planned to allow floor -mounted grab bars to be installed later. See architectural drawings for reinforcing at special conditions. Reinforcement for grab bars may be provided in a variety of ways (for example, by plywood or wood blocking) so long do the necessary reinforcement is placed so as to permit later installation of appropriate grab bars. Requirement 7 Usable kitchens and bathrooms. 1. Usable kitchens shall provide the following: (a) A clear floor space at least 30 inches by 48 inches that allows a centered parallel approach by a person in a wheel chair is provided at the range or cooktop and sink, and either a parallel or forward approach is provided at oven, dishwasher, refrigerator/freezer of trash compactor. (b) Clearance between counters and all opposing base cabinets, countertops, appliances or walls is at least 40 inches. (c) In U-shaped kitchens with sink or range or cooktop at the base of the "U", a 60-inch turning radius is provided to allow centered parallel approach, orbase cabinets are removable at that location to allow knee space for a forward approach. Usable bathrooms shall provide the following: I Ali bathrooms in the dwelling unit comply with the'Iprovisions.of paragraph (a); or At least one bathroom in the dwelling unit complies with the provisions of paragraph (b), and all other bathrooms and powder rooms within the dwelling unit must be on an accessible route with usable entry doors in a cordance with the guidelines for Requirements 3 and 4. However, in multistory dwelling units, only thche tic hrooms on the accessible level are subject to the requirements of the act. Where a dawdeir room is the only facility provided on the accessible level of a multisto y dwglljn unit, the powder room must comply with provisions of paragraph (a) or paragraph �b). Powder rooms that are subject to the requirements of the act must have minforcements for grab bars as provided In the guideline for Requirement 6. See architectural drawings for designation of ype bathroom provided. (a) Bathrooms that have reinforced walls foo grab bars (see Requirement 6) would meet the act It (I) Sufficient maneuvering space is provided within the bathroom for a person using a wheelchair or other mobility aid to enter and close the door, use the fixtures, reopen the door and exit. Doors may swing into the clear floor space provided at any fl ture f( the maneuvering space is provided. Maneuvering spaces may in ale anF kneespoce or toespace available below bathroom fixtures. (ij) Clear floor space is provided at fixtures a s shown in [Fig. # 5]. Clear floor space at fixtures may overlap. (III) If the shower stall is the only bathing facility provided in the covered dwelling unit, the shower stall measuresatleast 36 inches x 36 inches. Note: Cabinets under lavatories are acceptable provided the bathroom has space to allow a parallel approach by a person in a win chair;' If parallel approach is not possible within the space, any cabinets provided Would iove" o be removable to afford the necessary knee clearance for forward approach. (b) Bathrooms that have reinforced walls for grab bore (see Requirement 6) would meet the act if: (i) Where the door swings into the ba room, there 1s a clear space ((approximately, 2'6" by 40") within the oom o position a wheelchair or other mobility aid clear of the path f the door as it Is closed and to permit use of fixtures. This clear space can' dude any kneespace and toespace available below bathroom fixture. (ii) Where the door swings out, a clear':space is provided within the bathroom for a person using a wheelchair or other mobility aid to position the wheelchair such that the person is allowed use of fixtures. There also shall be clear space to allow persons using wheelchairs to reopen the door to exit. (ill) When both tub and shower fixtures are provided in the bathroom, at least one Is mode accessible. When two or more lavatories ina bathroom are provided, at least one is made accessible. (iv) Toilets are located within bathrooms in a manner that permit a grab bar to be installed on one side of the fixture. In locations where toilets are adjacent to walls or bathtubs, the center line of the fixture is a minimum of 1'-6" from the obstoda. The other (non grab bar) side of the toilet fixture is a minimum of 1"-3'from the finished surface of adjoinin walls, vanities or from the edge of a lavatory. [See Figure # 5(al (v) Vanities and lavatories are installed with the centerline of the fixture a minimum of l'-3e horizontally from an adjoining wall or fixture. The top of the fixture rim is a maximum height of 2'-10"above the finished flow. If kneespace is provided below the vanity, the bottom of the apron Is at least 2'-3"above the floor. If p ad, full kneespace (for front approach) is at least V-5'deep. [See pure # 5(c)]. (vi) Bathtubs and tub/showers located In the bathroom provide a clear access aisle adjacent to the lavatory that is at least I2'-6"wide and extends for a length of 4'-O"measured from the foot of thel bathtub). [See Figure # 6.] (vil) Stall showers In the bathroom may be of any size or configuration. A minimum clear floor space 2'-6" wide by 4'-0" should be available outside .the stall. [See Figure / 5(d)]. If the shower stall is the only bathing facility provided in the covered dwelling unit, or on the accessible lave[ of a covered multistory unit, and measures a nominal 36x36, the shower stall must have reinforcing to allow for installation pf on optional. wall hung bench seat. BASIC COMPONENTS FOR ACCES98LE ANI USABLE PUBLIC AND COMMON USE AREAS OR FACIUTIES Accessible element or space �t77on Application 1. Accessible route(s) 4.3 Within the boundary of the aite: (s) From public transportation stops, accessible Too fig spaces, accessible passenger leading mr.w. and public Streets or sidewalk. to accessible buileng entrances (subject to She considerations described In section 5). (b) Connecting accessible buildings, facilities, elements and apace. that arc on the same site. On -grade waike or paths betS"n mp eats building. with covered m iltifamly dwelling., while not required, Should be occ"Sime unless the Slope of finish grade exceeds Ii at any paint along the routs Handmis are not required an these accessible walks. `c) connecting wmamble building or focally entrances with 0"Mele seeds and dements within the building or facility, Including adaptable dwelling unite. (d) Where site or legal contents prevent a ..to oacsssible to whedchaar users between covered multifamilyy, dwelling. and pubik or common - use faclltes elsewhere on the Site, an acceptable altamat e In the provision of axes - via a vehicular route so lung as there la accessible parking on an accessible route b at least 23 of covered dwelling unit., and necessary Site provisions ouch as parking and CUM sets arc awlable at the public or comman u" facility. 2. Protruding objects 4,4 Axedible rout" or maneuvering space including, but not limited to hall., corridors. wonsugani or aisles 3. Ground and floor 4.5 Accessibl0 rest", roans and spaces, including Roars, curb. treatment. walks, ramps, Stake, and curb ramps. 4. Parking and passenger- 4.6 If proWded at the Site, designated ..lots parking at the lending zx" dwelling unit on request of resident, with houdixpS, on the same terms and with the full range of chokes (e.g.. Surface parking or gam") that are provided for other residents of the Pro)," with accessible parking on a route accessible to whadd,aire for at least 2% of the covered dwelling units; accessible visitor parking suftclent to provele causes to grade-lasil entrances of cowrad multifamly dwell and uccasabla parking at facilities (e.g., swimming pools) that sera accessible bulldings. 5. Curb ramps 4.7 Accessible Mutes =wing curbs. S. Romps 4.8 Accessible mutes with slopes greater than 1:20. 7. Stairs 4.9 Stairs en accessible xutea connecting levels not connected by an elevator. 8. El.tcr 4.10 If provided. 9. Platform lift 4.11 May be used in I1Su of an elevator or romp under certain wrortlons. 10. Drinking fountains and 4.15 Fifty percent of fountains and aware on each race, or at water coders least one, if provided In fine facility or at the site. 11. Toilet rooms and 4.22 Where Provided In public -um and common -use fxlhle% at least batting facilities on. of (including water denote. each fixtureprovided per mom. toilet rums and mle. durinals, lavatories and mirrors, bothtubs, ' shower stalls, and sinks) 12, Secting, tables, ar 4.30 If provided in momalble Spaces, at least one of each type provided work Surfaces 13. Places of assembly. 4.31 If p,.Wded In the facility or at the site. 14, Common -use epode 4.1 If pmdded In the facility or of th. alto; and Facilities ............ through (a) Where multiple reoeatlowl facilities (erg., tennis (Thai, awfmming . 4.30 durlal arc provided "Mcbst a..Tble facades of each type to aesud pod..p.Anounds, equitable opportunity for use by persons with handicaps, entmn.", rental offices, t.bbia., elawtam (b) Where practical, occed to all or a portion of nature mailbox areas, bungs, trade and jagging path.. hells, and corrlder0. and the IIYe) 15. Laundry rooms. 4.32.6 If provided In the faculty or at the site, at least one of Such type of appliance provided in Such laundry arse, Except that laundry rooms eerMng covered multifamily dwellings wouldnet be required to haw front-lowIng washers in order to meet the requirements of the Fair Housing Act. (Where front loading washers are not Provided, management will be expected to provide oeeertive davit" an request if necsesory to permh a r"went to use o top loading washer.) FIGURE 01 unable door Obstructed 61CAS Read") Limit FIGURE #3 Reach limits For wheelchair wake. I NOTE: y• In. IF t4 doer has both a Vlosen, allid a latch r- --T' I I - ~I I T NOTE: y in. If t door has a cloy FIGURE #2 Clearance at dwelling unit entry door on accessible route on exterior aide Forward Reach Over Unobstructed Side an Obstructlon Reach Limit. NOTE, x-readi depth 9-maul, Inapt, z. clear kMusw space, z is eha clear Opera below " obsvwcum u49ch "it be at least as deep as e,e read, dtstenew, n (a) CLEAR FLOOR SPAll Fc..)R WATER CLOSETS 1 (b) CLEAR FLOOR SPACE AT 13ATHTUDO PIGURE #5 Clear Floor Space For Adaptable Bathrooms 16' min min. (59)" prefered) C x c x c e E e 6 E � E Location of Grab Bar Reinforcements for Adaptable Ubter Cloststs 6' max 419' min E Location of Grab Bar Retnfarcemants For Adaptable Bathtubs c c E E � t -- xxq E E m n W tV SIDE BACK SIDE tion or Grab Bar Reinforcements For Adaptable Showers . a LIRE 3$4 LOCATION OF GRAB BAR REINFORCEMENTS (d) CLF'AF 12 in. if the door a closer and a latch Unobstructed Foll Reach Limit (c) CLEAR FLOOR SPACE AT LAVATORIES as I I I ------I NOTE: clear floor space beelds tub may overlap with clear Floor space beneath adjacent Fixtures FIGURE #b ALTERNATE CLEAR FLOOR SPACE AT SAT44TUB MA'rEWAL KEYING THESE PLANS AND ALL PI"iterU&U WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. '® �V LLJ in I Z 1•LI w S ca a LLLJ it v eWt T 0 IZ d Z N m c •- U00 JO 40 0 O O N I. O ae l Q Drawn STAFF 2001 CAD File No. G1.3 Date 3/20/01 Drawing No. WAYNE BERENBAUM ARCHITECTS AIA, 2001 THIS DOCUMENT 18 THE PROPERTY OF WAYNE eERENBNAM N IrtTECTS, PA AND 94ALL NOT REPRODUCED Will THE Men N WNSEM aF WAYNE 9ERFNBWM ARCHITECTS PA G1 1/8" = 1'-0" G FIRST FLOOR orr 0 Its'-4' r o ❑ ❑ r r 1 c0 PLAN B2 _ PLAN l 1 " l r --_ --------------- — m a ia 0 I' J 1 -- l I l--; - - J 0�0 PLAN B1 - I PLAN 2 P-- - ---- - -- I r- - I, 361-4' 36I'4, THESE PLANS AND ALL PROPOSED WORK ARE SUIKIECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, MATERIAL KEYING LEGEND O 0 I to 0 M En a Z L o' In C C: 0 75 K C O U z J 0ILO lY 0 W � I W D_ - U O Cr Ld Z -J a N Cn S i (� z r= — 3 m. G IGENERAL NOTES I 7 * Ilk WALL TYPES OW1 ONE LAYER OF 1/2' GYPSUM BOARP ON BOTH SIDES OF 3 5/8' OR b' TYPICAL UXO. METAL STUDS a 24' O.G. g M 3 W2 ONE LAYER OF I/2' GYPSUM BOARD ON 1 x 2 P.T. WOOD FURRING ® 16' O.C. ON BOTH SIDES OF 8' CONC. BLOCK WALL ONE LAYER OF IR' GYPSUM BOARD ON Za 3 5/8' OR 6' MTL. STUDS o 24' O.G. W/ 5.0 INSULATION ON INTERIOR t 5/8' STUCCO d c C ON EXTERIOR OF 8' CONCRETE BLOCK. ONE LAYER OF 1/2' GYPSUM BOARD ON 00 I x 2 P.T. WOOD FURRING is VOL, W/ 5.0 INSULATION ON INTERIOR E SAW STUCCO o ON EXTERIOR OF 8' CONCRETE BLOCK n 1Z ¢ - 5/8' STUCCO ON BOTH SIDES OF Drawn 5 CONCRETE BLOCK WALL WB Project No. 5/8' STUCCO ON ONE SIDE OF 4-1294-03 R CONCRETE BLOCK WALL CAD -File No. Bld'g1 Date 3/10/01 Drawing No. Al /8" 11-Q„ SECOND FLOOR Al ®2 WAYNE BERENBAUM ARCHITECTS AIA, 2001 THIS DOCUMENT 15 THE PROPfl OF WAYNE BEHENSAUM ARCHITECTS, PA AND SHALL NOT REPRODUCED WIIHOUr THE WRnTEN CONSENT OF WAYNE BERENB M ARCHITECTS PA O{ 1 2 1 3 14 5 6 1 9 1 10 111 12 13 14 MATERIAL KEYING LEGEND it L ii W PN Al ; PLAN B2 ! PLAN 2 PLAN DID o _ v, - LI _❑ PLAN -- ® PLAN 61 _ _r= P ICI I T PLAN A\\2 JL G1 9WL®ING TY PE 1 ROOF PLAN 1'-0" Al 1 /8" = 1 '-0" 1 BWLDING TYPE 2 ® ROOF PLAN OXI O M N kei mQ �Ir 0 � J -i z Li w D_ J U O _J H Z'--: = � O O Q >o <� 3 G a 0 IGENERAL NOTES I O 6 VM Q) N C 'G19 r.0 .V 1D 0 0 9? Ca) O Drawn WB Project No' 4-1294=IO3 g CAD Flee No. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS B l d' g 1 & 2_ R OO F Date REQUIRED BY FIELD INSPECTORS THAT MAY NECESSARY IN ORDER TO 10/01 COMPLY WITH ALL APPLICABLE CODES. Drawing No. © WAYNE BERENBAUM ARCHITECTS AIA, 2001 THIS DOCUMENT IS THE PROPSW OF WAYNE BERENBAUM ARCHNECTS, PA AND SHALL NOT REPRODUCED WTMOUT THE WRRTEN CONSENT OF WAYNE SERENBAUM ARCHIE PA 3 8 9 Q 1 12 3 4 MATERIAL KEYING LEGEND az3 PLAN 52 � �1 PLAN 51 �I PLAN 51 0 I -------------------------= 1 01311-4, 05METALS 05520A1 42' H. ALUMINUM RAILING 1 i 12 01 THERMAL 4 MOISTURE PROTECTION M I 15 01311A F15ERRGLASS SHINGLES z 1 MEAN ROOF HEIGHT 08 DOORS AND WINDOWS � P 08520A ALUMINUM WINDOW - SEE SCHEDULE of 08520A TD. 5M. 08520M ALUMINUM SLIDING GLASS DOOR - SEE SCHEDULE o 09 RN15HE5 Z 1ILI I 1 11 05200A EXTERIOR PIASTER I 1 ®®to09200.A2 SCORED EXTERIOR PLASTER SAND - I'xIR' 2nndFLIR, I 1 I 1 I _ I I I I m 1 1 1st FLR o +0' 0' FN cn 1I I a . 1 �------------------------�' 05520A1L09200A 08520A 'w l L3200.A2 08520.5 09200A2 C U 11 FRONT ELEVATION 1/8" = 1'-0" -1 m o N c W w a PLAN 52 I PLAN 51 LiJ ~ � PLAN 52 PLAN 51 L' a ~ 5 12 01311A 7F _J C 12 Z _JCL Z I1 5 01311A U < � 0 \ O iD m TD. 5M. D. 5M. m 2nd FLR I6' 48 -9e .9 m 2nd481- 9LR co let FLR 09200A2 0920OA2 m v^ F a0 -0' lotFLOR. I- Imp 09200A 09200A2 0920OA2 09200A rL U c =LI co - • =" Z � LW uW Z Q E D1 LEFT SIDE ELEVATION D8 RIGHT SIDE ELEVATION Q � /8 1 " = 1'-0" — 1/8" — 1'-0" s4 r, PLAN 51 PLAN 52 PLAN 51 01311A A23 5 1--12- 1 1 08520A MEAN ROOF HEIGHT I *" o CM Z 1 o n C TD. 5M. I c�z LD 00 V of I � C Lla - 2nnd9LR THESE PLANS AND ALL PROPOSED WORK Drawn STAFF C� ARE SUBJECT TO ANY CORRECTIONS Project No. REQUIRED BY FIELD INSPECTORS THAT 2001 F 1 I MAY BE NECESSARY IN ORDER TO CAD File No. I m COMPLY WITH ALL APPLICABLE CODES. 1 40 -0'lat.FLI Doteate N/ 3/20/01 ----------------'------------- Drawing No. 08520$ 08520A 09200A L05200�42 09200A2 09200A2 05520AI Al REAR ELEVATION A2.2 © WAYNE BERENBAUM ARCHITECTS AIA, 2001 1 8 = 1 —0" THIS W UMENT IS T E PROPERTY O WAYNE BERENfiAUM ARCHOECfS, PA AND SHALL NOT REPRODUCED WRHOUT THE WR=N CONSENT OF -_ 2 I) + .J r . WAYNE BEBENBAUM ANCHRECTS PA O J I l1 1 2 1 .' _. ;{- - 1 I i I I I I I-_ I II I x.. I - ■ 1 2 1 3 1 4 1 5 1 6 1 7 8 1 9 1 10 1 11 1 12 1 13 14 MATERIAL KEYING LEGEND N m N o 05 METALS � 07311A 05510.51 METAL CsUARDRAIL +3'-6' HIGH 12 01 THERMAL E M015TURE PROTECTION 5 01311A FIBERRGLAS6 6HINGLES N M 0.1311ss sa8 DOORS AND WINDOIUS V M MEAN ROOF HEIGHT 0852IDA ALUMINUM WINDOW -SEE SCHEDULE a 05520.5 ALUMINUM SLIDING GLASS DOOR - SEE SCHEDULE rag FIN15HE5 z° 09200.A2 05520-51 09200.A EXTERIOR PLASTER 12 09200.A2 SCORED EXTERIOR PLASTER BAND I'xl/2' L 5 L 09200A2 T.O.B : 5M. 08520A 05520I m 09200.A - J. co 09200A2 c K ma52m a r K � G 2t d FLR C-, 09200.A2 09200.A2 co � Z �o O let FLR I— e +01-0" 0 w r O N < L F7- J Of W w,0- J { L05520.51 L 08520B 09200.A2 toe200.A 09200.A J 092ID0.A2 08520A � J Q H S Ld U_CD O Q w J W G F1 ENLARGED ELEVATION UNIT Al E7 ENLARGED ELEVATION - UNIT A2 � G 0 1/4"_1'-0" 1/4"-1' 0" N n 1 c F F W C � �- 01311A CL o N 01311.A IW 1612) 2 2 m� LLI H g m l MEAN ROOF HEIGHT Ca WU W o E ID5520 SL m92m0Az E v� 09200.42 i 5 —=—t 5 s T.O. BM. err e oil rA1 Z A 7 ♦-- .-- _ ter. �` i P200,42� ��-� I � '1 � 11�1�fllil�l, ! � ' � � �I I ;� �� _ �� _ � �� I�j� Pffi.,:FLR' 7 I I o,9 ®o o Z N m C O_ C p m9200.A2 - THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS � - 08520.A Q REQUIRED BY FIELD INSPECTORS THAT Drawn ILI I I I let FLR MAY BE NECESSARY IN ORDER TO WB +0'-®' COMPlY WITH A!L APPLICABLE CODES. Project N0. B 9710.00 B CAD File Np. Elv-X 09200.A 08520_B 09200.A2 L09200A2 Date 08520A 09200A 08520.4 1/20/98 Drawing No. Al ENLARGED ELEVATION - UNIT B1 A7 ENLARGED ELEVATION UNIT B2 ts 7 w j © WAYNE BERENBAUM ARCHITECTS AIA, 2001 1 /4"— 1 ' _O n 1 /4 1 ' o ie l 15 OOCUME IS THE PROPEHIY OF PMYNE SER Wld ANCHff C , PA ANO SHALL N EREO gE I) NM OARC ECIS P� CONSENT OF o —__ - 1- 2 3 4 1 5 1 6 7 9 10 11 1 12 1 13 1 1 2 3 4 1 5 1 6 7 8 1 9 1 10 11 12 1 13 1 14 MATERIAL KEYING LEGEND N I Li DIV 3 CONCRETE 0330OA4 CONCRETE SLAB - SEE STRUCTURAL M 1'-0. 03300.B2 CONCRETE FOOTING - SEE STRUCTURAL p 03300.51 CAST IN PLACE REINF. CONCRETE STAIR z ° 0 M DIV 4 MASONRY Til Al F.E. 04200A 8' CONCRETE BLOCK A33 m552m.A DN DIV 5 METALS d DN m5520A A33 z 05520AI 42' H. ALUMINUM RAILING 05520A2 36' H. ALUMINUM RAILING SLOPE SLOPE v-01 DIV 9 FINISHES 1'-0' 1'-0' 4'-11' L OWOOA STUCCO Al 15 TREADS g II' EACH m552mA1 m552mA1 15 TREADS 11' EACH Al M200.52 STUCCO OVER NIGH -RIB MTL. LATH -� A31 0 0 K II I 1� �F II II K G 0 U J 1 SECOND FLOOR PLAN ELECTRICAL LEGEND 1 /4" = 1 J OWALL MOUNTED LIGHT FIXTURE m (/) FE. FIRE EXTUINGUISHER (V _j Ld Of 0 0 EMERGENCY LIGHT Lj w Z _0 NOTE 1: Z �-- ' I SEE ELECTRICAL DRAWINGS FOR LIGHTING SPECS. V H - ^ Ld 11.0. cn 0Ir N tL(1 I a0 z A, Nk Al J A33 m552mA P 1 -6 Ul� m5520.A A33 3m c 0 ------------ 0 o I'-0 � SLOPE SLOPE 4'-11" 13'-9' 1'-0' 1'-0. 13'-9' AI 15 TREADS o II' EACH 15 TREADS a II' EACH AI A31 A31 0 E --- —_ -- m j I Za 1: W m 8 � U cp aw E D 1 FIRST FLOOR PLAN tR E s F-- NOTE I IF \\ // m552mA FF. N GENERAL NOTES r o / \ EXTERIOR LIGHTING z / \ (TYPICAL C NOTE I -HOUR FIRE SEPARATION WALL IN ATTIC - SEE DETAIL u m92mm.A 0- o 00 ;n o �a o \ / L_03300.,44 Q Q \ / w \ / Drawn WB B FE. / < Q Project No. / \ THESE PLANS AND ALL PROPOSED WORK 9710.00 Q / \ ARE SUBJECT TO ANY CORRECTIONS CAD File No. .%o REQUIRED BY FIELD INSPECTORS THAT Stairs MAY BE NECESSARY IN ORDER TO Date COMPLY WITH ALL APPLICABLE CODES. 1 33mm.E32 33mmA4 Drawing s No. A Al STAIR SECTION A3. 1 A 1/4"=1'-0" AT BREEZEWAY © WAYNE BERENBAUM ARCHITECTS AIA, 2001 THIS DOCUMENT IS ME PROPERTY OF WAYNE BERENBAUM ARCHRE . PA AND SHALL NOT REP11OBERED WITHOUT �HTH�� R N COMENT OF O{ 1 2 3 4 5 6 7 8 9 10 11 12 13 14PA 1 2 3 G 7 - KEYING LEGEND MATERIAL �,TE 19/32' CDX PLYWOOD _ _—_-___ 00 J SHEATHING EXT. PLASTER 8 ' MASONRY WALL CONCRETE WOOD rRu$SE$ SEE EI-Ev. SEE 'S' DWG5. 12 R-19 BATT I/2• NOTE 4 U2. I HOUR FIRE RATED UL. DESIGN "U420 rn �\ fz INSULATION R 19 INSULATION 19/32' CDX PLYWOOD GROUTED CELL SHEATHING w SEE 'S' TRIGS FIBERGLASS SHINGLES / TRUSSES • 24' O.C. - SEE 'S' DRWGS � EMBEDDED GALV. MTL.SEA TRUSS SEAT ANCHOR ^ - �-- J in O � / SEE 'S' DRWGS. o p v a 30'FELT \\ m IR' GYP. CEILING �` , y: I X 2 P.T- FIRESTOP d .. • e o o _ V2' GYP. CEILING BOARD BOARD * / CELLULOSE f ` 26 GA. GALV. INSULATION-BOTTA SIDES 5/8' TYPE 'X' GYP. 5D. - -- - - ------- - ---- ---- DRIP EDGE OVER P.T.SEE BOND BEAMS 'S' DWGS. , ,. , 'X' WOOD 7RW55 NOTE 2 i x 2 2x&FIR Ix2RT. 5/e' TYPE :c'•" G. GYP. BOARD FASCIA FIRE STOP z FINISH - SEE - SCHEDULE p_4° 2 x SCAB BY DOUBLE BOND BMS - SEE 'S' DR %S. TRUSS MFR I x 2 P.T. FURRING1 I HOUR FIRE RATED ® 16' O.C. UL DESIGN "U905 HOUR FIRE RATED UL. DESIGN +U33e 0 4 VENTED PVC SOFFIT 1/2' GYP. BOARD ON to I x 2 P.T. FURRNG 8' CONCRETE BLOCK ® 16' O.C. »� R4.2INSULATION EXTERIOR PLASTER «cam IWLte-32 E5R01-25Z IWLIB-38 v ILULIB-36A � 3 J 1 CONC. MASONRY WALL J4 EAVE J8 TENANT SEPARATION J 1 1 T - ANT SEPARATION 3"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'-0"'_- n���..._- -,_.. _ _... EXTERIOR PLASTER OVER PAPER BACKED V2' NOTE d I/2' I POUR FIRE RATED UL. DESIGN OU420 8 GCRETE EXT. PLASTE' GN R SELF -FURRING MTL. LATH R 19 INSULATION Lu MASONRY WALL PLASTIC CEMENT Lp Le 6 W GROUTED CELL j $ EATH,NC LYU100 U SEE 'S' RUksS 26 GA. GAILY. COUNTEfsPLASHING 26 GA, GAILY. 6ASEFLA514NG z J CL 01 I/2' GYP. CEILING BOARD W �.1 a :. :jYk.•. : y�4��P Q CL x LJ I X 2 P.T. FIRESTOPlu a t 4 P _ o d a . F ' . `? S� Y PE s / \: GYP- 5 ARD BOND BEAMS .,_ s GYP. BOARD SEE 'S' DUG5. M a ee WOOD TRUSSES SEE 'S' DWSE r c ,., I x 2 P.T. FURRING g 16' O.G. I HOUR FIRE RATE MIN R-3 CELLULOSE L112' o` -- ---------- --------- ---- ---- ----- - \ n 30 ROOFING FELT UL. DESIGN OU905 INSULATION - BOTH SIDES GYP, BOARD MIN R-5 z SEE SGNEDULE INSULATION 1/2' NOTE 4 FINISH -SEE TREATED IX WOOD _ SCHEDULE FURRING 16" 1 HOUR FIRE RATED UL. DESIGN "U420 leO.C. QM 0 �+.d � L IWLIB-39 - IWL15-30 NOT(;• 3 IWL18-41 z � � � Y �i e _ CC! T E1 CONC. MASONRY WALL E4 FLASHING E8 TENANT SEPARATION E11 TENANT SEPARATION 3"=1$-0" 3"=1$-0" 1 1/2 0 =V-0 a 1 1/2 V= 1 '-0" 1 HOUR FIRE RATED UL. DESIGN «U338 s FINISH- SEE SCHEDULE g • 11 MAAONRY WALL I HOUR FIRE RATED 1/2' UL. DESIGN "U420 NOTE 4 1/2' R-19 INSULATION 5/5' TYPE 'X' GYP. BD w FINISH - SEE SCHEDULE GROUIED CELL Q 'S S TRUSSES ® 24'O.C. % all PER ASSEMBLY r TRUSSES 9 24' O.G. REQUIREMENTS / R-19 NIULATI5 TRUSS m ------------ - -------- - - 44 -40 "Q...; OC I!2' GYP- CEILING 2 X 4 F.T. FfiZESTOP BOARD Z - - - e $ 1/2' GYP. CEILNG BOARD a \ MIN. R-3 CELLULOSE NSULATION - BOTH SIDES MIN. R-3 CELLULOSE INSULATION BOTH SIDES Bgyp BEq)� � a- SEE 'S' DWGS.OD 3 5/S' METAL STUDS - BOND BEAMS SEE S DWG8. = - t£ £'s 5/8' TYPE 'X' TREATED 2 x 4 FURRING r� ®16' O.C.Gm. BOARD ;; THESE PLANS AND ALL PROPOSED WORK -, � w e 24" O G NS GATT INSULATION ' I GYP. BOARD MIN R-sREQUIRED INSULATION TREATED I x 2 FURRING + 16 O.C., • • B' O NC�TE BLOCK 2 x 4 P.T. FURRING ARE SUBJECT TO ANY CORRECTIONS BY FIELD INSPECTORS Drawn I -HOUR I -HOUR UL. DESIGN *4 425 GYPSUM ASSOC. 3 WP 1200 � FINISH - SEE TREATED IX 2 WOOD SCHEDULE FURRING 16" O-G. 8 CONCRETE BLOCK 5/8' TYPE 'X, GYP. BD. 16' O.C. 1 HOUR FIRE RATED UL. DESIGN "U905 THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. we Project No. 971 O I HOUR FIRE RATED xCAD AD File o. Fo. File N UL. DESIGN duC305 IWLIB-31 IWL18395 - Date ILLIB20A Drawing No. NOTE 3 Al 1 HOUR RATED PARTITION A4 C NC. MASONRY WALL A8 TENANT SEPARATION A11 TENANT SEPARATION A 4. 1 'VYAYNE BERENBAUM ARCHITECTS AIA, 2001 3"=1'-0" 3"=1'-0" 1 1/2"=1I-0" / " f iJ 1 1 2 =1 —0 THµ00C5WLL�"x03lYI�E MD CONS N� M PA RACH ECIS PA 4 5 h 7 p �a n — .�. 2 3 4 6 7 8 9 10 1 I� 13 14 MATERIAL KEYING LEGEND 0 P.G. CONC. CAR STOP 6'x 12' POURED CONCRETE STUCCO WASH iD COLUMN W/ (4) 5 VERTICAL x . FROM FOOTING TO GAP, W/ CONCRETE 1 — — — — — — — -_ 7 *2 HOOPS AT 12' O.C. ' ' 8'x I6° CONCRETE 7fE BEAM 05 BLOCK FRAMING N rp (— W/ (4) REBAR CONT. I u 6' HIGH CONC. BLOCK WALL I W/ 8"x 12' CONCRETE TIE 1. CONT. 4" X 1/4' GALV. STL. PLATE cp I I BEAM W/ (4) *5 BARS CONT. 8" CONCRETE BLOCK SOLID GROUT I O 8'x 12' CONCRETE TIE COLUMN 6" CONC. SLAB W/ 6'x 6" W/ (4) 5 VERTICAL FROM GALV. HEAVY-DUTY I/2° DIA WINCE (MINIMUM i' � ANCHOR BOLTS Z I c7 10/10 MESH ON 6 MIL `fl FOOTING TO CAP, W/ *2 HOOPS VISQUEEN OVER CLEAN I AT 12' O/C 3 PER JAMB) v AT 16" OC. l {L COMPACTED SAND FILL. L- — — — —A — — — IL� —I k — EXTERIOR PLASTER 0 _ — — _ L ' I 4" STEEL POST, CONC- 7 % 61 FILLED 4 SET IN CONC_ I FINISHED GRADE i EXTERIOR PLASTER OVER CONTROL JOINT FOOTING. T ` "'� HIGH RIB METAL LATH 6'x 6' CHAIN LINK GATE — _ — �' FRAME W/ 1'x 6" P.T. WOOD III = L-- o VERTICAL SHADOW BOX, —III III — 4 x 16, CONCRETE FOOTING PROVIDE CANE BOLT AT — — W/ (2) *5 REBAR CONT_, ADD 30' WIDE LAYER MESH 12'-0' M.O. EACH GATE- AT PERIMETER fn PLAN GROSS SECTION lxb T4G BOARD 1-V2" SQ. GALV_ a c SM602-03A 5%. TUBE FRAME U EWL09-16A SMS02-02 J 1 TRASH ENCLOSURE J8 GATE JAMB J 11 CONTROL JOINT m J 3/4"=1 '-0" 311=1'-0" 3"=1 '-0" _W o in Q �J1 U 112'GLR CONCRETE OR TREAD LL MASONRY WALL +TREAD Noeir 4J d Q RETURN a EA. END We 4' I/2' PLYWOOD TO 00 Z STEEL PIPE RAILING I I/2° DIA PLAN +48' A.FF. CONT. - J d 0 H v ' CEILING U — — 3/4" SQUARE FRAMING-5EE 3 5/8' METAL / Q W PICKETS PLAN STUDS® 24' j 3/8' - 11/Y PIPE RAIL to O/C GYP. BOARD CAULK SCORED / �GOAITROL JOINT O Q (L W — EACH SIDE V / CURB TOP OF CURB e.' g + Tim G�iG. SLAB a - EXT. PLASTER4. o a 1/2 'RADIUS � o METAL BRACKET g p TYP. 5'-0" O.C. MAX. a a 3" ROUND b u SLEEVE CONG. BLOCK ANCHOR AS w, D a . REQUIRED NON -SHRINK SEE 'S' DRWGS. FOR 4' - GROUT a REINFORMENT 4 FOUNDATION TYPWALL22 m Q� EXP. JOINT a a a Z cL ROUGHENEWL09-12 W tn $ a V5T02-02 SURFACE a - LZ VSTOI-04ae W E 1 HANDRAIL E4 STAIR RAILING GARAGE PARTITION E1 1 PLASTER SCORE Z �. � �� L - HALF SIZE 3/4"=1'-0" 1 1/2`° --1'•- o" 3"=1'-0" 1 1/2' SQUARE TUBE ANCHORED TO POSTS 1 1/2' SQUARE TUBE m 4'-0' O.G. MAX TREATED I X 2 FURRING + Iv oz. 12' GYP. BD. '` GUARDRAIL SEE DTL Al A � \ < 1/2' SQUARE ROD -EQUAL SPACES TREAD —r �. XTERIOIR PLASTER W CONCRETE BLOCK 4'JOINT r —` z — — R-5INSULATION REINFORCEMENT GORE DRILL CONCRETE SLAB < 1 12 FECESS AT EXT. BLOCK WALLS SEE 'S' DRWGS /> a WOOD BASE a _ FSLO FIN FOR ELEV " p 6' a X 6' - W 14 x 1.4 W.WF. •t` —�-� I CLIP ANGLE ° - - v „ z° FASTEN AS a © 4 4'CONCRETE SLAB o$vga fl °m REM) - _ v c FRY FOUNDATION on MEP SCREED - FWS-615 DRIP -r 9 n THESE PLANS AND ALL PROPOSED WORK �, o a ° , a --- ARE SUBJECT TO ANY CORRECTIONS Drawn CONCRETE STAIRS -SEE p a o . - REQUIRED BY FIELD INSPECTORS THAT WB S' DRWGS. FOR REINF. 0 4 MAY BE NECESSARY IN ORDER TO Project No. TERMITE SEATED - COMPACTED SUBGRADE COMPLY WITH ALL APPLICABLE CODES. 9 710 Li _. 1 CAD ale No. - SHT-DTL3 x CONCRETE FOOTING - _ _. EWLI9-04 Date I/2' SQUARE ROD CORE DRILL SEE STRUCTURAL Drawing No. FOR TUBE VST03-I8 EWL04-IlD A4.2 A A Al GUARDRAIL A4 STAIR A8 TYPICAL FOOTING A11 GUARDRAIL DECK ® WAYNE BERENBAUM ARCHITECTS AK2001 THIS DOCUMENT IS THE PROPERTY OF WAYNE HERENMM ARCHOECIS, FA AND SWILL NOT REPROOIk'm MR W THE MUEN CONSENT OF YMYNE 9 N&WM Af6A1nM PA 0f " / 71 3/4 — 1 —0 nfi— 1 /'� q 1 /2 = 1 —V " ) " 1 1 /2 =1 -0 "_ / " 1 1 /2 = 1 —0 — — 4 5 (, 7 1 1 1. 14 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 10 11 1 12 1 13 1 14 DOOR DOOR FRAME HTL A90 DETAILS UNLE88 WINDOW ASH � _, ALL DETAILS SHIXIR! ON sHTRIO WLEss MATERIAL KEYING LEGEND OTHERWISE SPECIFIED OTHERWISE SPECIFIED N NO RM WIDTH HEIGHT THK TYP MAT FIN H J J S MAT FIN HOW LBL REMARKS NO WIDTH HEIGHT GIN.TYP MAT GL FIRI J S L T FIN REMARKS N THK 1 1 ENTRY 3'-0' 6'-8' 1 3/4' A MET PT JS JS J8 Al WD PT I G1 3/4-HMRRATED A 4'-5" 5'-5-1/2' 3/I6' 1 AL GL ESP E14 N3 � 3 A3 - AL ESP CODE 35 0 W/ SELF CLOSER BED/ , 1 11 FOR ALL IST FLR WITS - 't " " —\ 2A BATH 2 10 6 -8 1 3/8 B HC PT ES ES ES E4 WD PT 2 ONLY FOR W.C. aDAPraBlutY aNININNI, B 2 -2 1/2 3 -2 1/4 3/16 I AL GL ESP E14 N3 N3 A3 - A: ESP I/2 CODE 33 ASSEMBLY GYP GYPSUM BOARD -__ I'm 2B BED 2'-8" 6'-8' 1 ES ES ES 3/8" B HC ® - WD PT 2 z 11 11 MET HOLLOW METAL 2 STORY - 2ND FL. uN1rs C 3 -2 5-5-I/2 3/I6 I AL GL ESP EI4 N3 N3 A3 - AL ESP CODE 25 ASSEMBLY 3 ul BATH 2'-l'3 6'-8' 1 3/8" B HC P7 E8 ES ES E4 WD PT 2 HG HOLLOW CORE WOOD Z M z STORY - 2ND FL. UNITS N 0 M m 4 CLOS. 5'-0' 6'-8' !' D MET PT - - - MET PT 3 _ A-G ALUMINIUM GLASS U) '-0' '-8' I`CLOS. 4MET PT 35 WD WOOD o z N 6 CLOS. 2'-8' 6'-8' I° E MET PT - _ - - MET PT 3 A 3'-4" 5'-0" 3/16" 2 AL GL ESP E14 N3 N3 A3 - AL ESP P7 PAINT a 1 CLO5. 2'-6" 6'-8' in E MET PT - - - MET PT 3 B 3'-411 2'-6' 3/16" 2 AL GL ESP E14 N3 N3 A3 - AL ESP ESP ELEC7RO-STATIC PAINT -- L I L d S PANTRY 2'-0" 6'-8' 1' E MET PT - - MET PT 3 C 2' -0" 2'-0' 3/I6" 2 AL GL ESP E14 N3 N3 A3 - AL ESP /J� — - - - — MATERIAL LEGEND sc SOLID CORE WOOD 9 LIV. RM. 8'-09 6'-61 - F A-G ESP EII Ell EII J4 AL ESP 4 D 6'-O' DIA 3'-0' 3/16" 3 AL GL ESP E14 N3 N3 A3 - AL ESP --------._.._----_—._ - AL ESP CL PLATE GLASS 10 GAR 8'—OH 1'-0" - C-5 MET PT - - - - MET PT - s E 2'-411 6'-6° 3/16° 2 AL GL ESP E14 N3 N3 A3 FLOORING _.-_- " 1 " AL ALUMINUM 11 GAR 8`-r7)" S'-0' - G MET PT - - - - MET PT F 3 -0 5 -0 3/16 2 AL CsL ESP E14 N3 N3 A3 - AL ESP F-1 CARPET W/ PAD N K 12 SOLAR 8rz '-0" 1'-4^ - G O _ _ _ _ GYP PT -- SOLE FIXED WINDOW NOTES: F-2 CERAMIC TILE, UNGLAZED F-3 SHEET VINYL FLOORING HARDWARE SPEC. BY: K 13 CLOS. 1'-8' 6'-8' 1" E MET PT - - - MET PT 3 I. VERIFY ALL SIZES WITH WINDOW MANUFACTURER - % NOTE 3 F-4 SEALED CONCRETE IRONMONGER, INC. 2. WINDOWS TO EIE LAWSON SMILE HUNG OR EQUAL 3201 N.E- 2ND AVE., ~' 3. SEE ELEVATIONS FOR 6Rlp LOCATIONS OAKLAND PARK, FL. 33334 (305)564-0385 i NOTE 3 Ld 1 J I ENTRY PR 3' -0' 81-0° 1 3/4" H MET PT J8 J8 JS Al WD P7 I 'C' TYPE 1 2 3 H A R W A R E SCHEDULE J Ld 2 PORCH PR 2'-0 8'-0" 1 3/4' H MET PT E8 ES ES E4 Wp P7 2 O O O E3A5E o = -- B-1 WOOD BASE, PAINTED GROUP 1: J o to U ! 3 OFFICE 3'-0" S'-0° 1 3/4° B SG PT ES ES E8 - WD P7 2 1-1/2 PAIR HINGES 551219-SELF CLOSING P (� _J w W J 6 WIND ®W SCHEDULE / Y P E S B-2 CERAMIC TILE, GLAZED I LOCK SET POLO No. 40OF U.5.5 w 4 LDRY 3'-0" 8'-0" 1 3/4' B MET PT ES ES ES E4 WD PT 2 1 DEAD BOLT 660 U-65 w O 1 STOP IVES-438 OR 436 55 v o (D H = 5 MAINT. 8'-0" 1'-00 WD PT 3 1 THRESHOLD PEMKO-221A AL �_-I C H m I DOOR VIEWER HARNEY No.103105 AB 1 6 TOILET 3'-0" 6'-8' 1 3/8, B ME7 PT - - - - WD PT 3 ROOM WALLS CEILING I DOOR SHOE PEMKO-234AV AL Q �- 1 CLOS. PR 2'4" 6'-8° 13/8° B HC PT - - - - WD PT 3 DESCRIPTION FLR BASE WAIN 1 2 3 4 MAT HEIGHT FAINT GROUP 2: Q � � I " +Ir-m' VAULT AT TOP FLOOR WITS ONLY P-1 GYP BD, PAINTED HINGES BY DOOR SUPPLIER (,%) 001 LIVING F-I 5-1 P-1 P-1 P-1 P-I vat +8 0 P-2 WATER RESISTANT GYP. BOARD, PAINTED I SET LATCH POLO No. 300P U.SS O 1 STOP HARNEY No.101105 AB O 002 DINING F-I 13-1 P-1 P-1 P-I -I/G-2 +131-01 +11'-0' VAULT AT TOP FLOOR WITS ONLY r' G 003 KITCHEN F-3 5-1 P-1 P-z P-I P-1 C-1 +8'-0' P-4 TYPE "X' GYP. BOARD, PAINTED GROUP 3: BI-FOLD ALL HARDWARE BY DOOR o 004 LAUNDRY F-I B-I - P-2 P-2 P-z P-2 G-I +11-011 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'.011 T-1 CERAMIC TILE GROUP 4: 006 HALL F-I B-1 P-2 P-1 P-1 P-1 c-I/C-a +1'-0' CEILINCx 1 SLIDING GL DR ALL HARDWARE BY DOOR MANUFACTURER E J 1 DOOR SCHEDULE 001 BEDROOM F-I B I P-1 P-1 P-1 P-1 C-vC-2 +8'-0° G-1 AT GYP. OP FLOORS AND SPRAY F NSH GROUP 5:�� F CEILINGS ONLY I CYLINDER RIM OR MORTISE U.S5 W to i m F 008 CLOSET F-I 5-1 P-1 P-I P-1 P-1 C-vC-2 +1 -0 -A C-2 CONCRETE W/ POPCORN SPRAY FINISH v i Z 009 MASTER BEDROOM F-I 5-1 P I P-1 P-1 P-1 C-VC-2 +8'-0" AT +8-0' CEILINGS LOCATED ON: GROUP 6: Lw H ; o 15T FLOORS 1-1/2 PAIR HINGES 12113 4-1/44-1/4 P --� F m 2 w 1. IzalseD 1 Z 010 MASTER BATHROOM F-I B-1 P-1 P-2 P-1 P-1 c-1 +1'-0 I SET LOCK F521 DQ U.S5 ry °` a PANELS ��lu G_3 I STOP 236W OR 243E U.S.5 z 'Z �" CONCRETE, PAINTED E H 011 WALK-IN CLOSET F-I B I P I P I P 1 P-I c-VC-2 +1'-0" Z E C-4 GYP. BD., PAINTED Q m x o a 012 TOILET ROOM F-3 B-z P-a P-2/T-I P-aR-I P-zR-1 c-I +1'-0" 4 013 SOLARIUM F-I 5-1 P( P-1 P-1 P-I G-I/C-2 +8'-0" 001 ENTRY F-2 B-I - P-1 P-1 P-I P-1 G-4 +12 0 002 OFFICE I F-I 5-1 P-1 P-1 P-1 10-1 C-4 +12'-0" D ENTRY FLUSH O OPENING BI-FOLD O FOLDING C 003 LEASING F-2 B-1 P-1 P-2 P-1 P-1 C-4 +12'-0° U�, 1 004 BAR F-2 5-1 P-1 P-1 P-1 P-1 C-4 +12'-0" 3 005 CLUB ROOM F-2 B-1 P-1 P-1 P-1 P-t C-4 +13 Ila 006 MAINTINENCE F-4 5-1 P-4 P-4 P-3 P-3 C-4 +9'-0' ® Z C TEM -- G O 001 TOILET F-2 5-1 P-1 P-1 P-1 P-1 C-4 +13 I'90i j 008 HALL F-2 5-1 P-1 P-1 P-1 P-1 C-4 +9' Q� oar v THESE PLANS AND ALL PROPOSED WORK a 009 WORK F-3 B-t P-I P-t P I P-I c-4 +12'-0' ARE SUBJECT TO ANY CORRECTIONS Drawn I 010 OFFICE 2 F-1 13-1 P-1 P-2 P-1 P-1 c-4 +12'-0' REQUIRED BY FIELD INSPECTORS THAT _ _ J MAY BE NECESSARY IN ORDER TO Project No. B 011 LAUNDRY F-3 B-1 P-2 P-2 P-2 P-2 c-4 +9'-0" COMPLY WITH ALL APPLICABLE CODES. 9710.00 g CAD File No. 012 WOMEN F-2 5_2 P-2 P-2/t-I -2/T-I -"-I C-4 +13 0° A5.1 ------- Date 013 MEN Fat 5-2 P-2 P-2/T-I -2/T-I -M-1 C-4 +91-0' 1 /20/98 Drawing No. GARAGE O FRENCH SLIDING -----__-___ —__-_ _.-___ 014 FITNESS F-I 5-1 P-1 P-1 P-1 P-1 c-4 +12'-0' A A Al DOOR TYPES A6 FINISH SCHEDULE © WAYNE BERENBAUM ARCHITECTS AIA, 1997 THIS DOCUMENT IS THE PROPERTY OF WAYNE SEREN11i ARCI^TECTS. PA AND SH NOT REwTODUCED WMNXIT THE WRITTEN CONSENT OF WAYNE BERENBAUM ARCHITECTS PA of 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 1 2 13 41 5 1 6 1 7 8 9 10 11 12 1 13 1 14 MATERIAL KEYING LEGEND N 05 METALS N 05520.AI 42' H. ALUMINUM RAILING CLOF WALL 36-4 09FINISHES o 09200A EXTERIOR PLASTER S -1 1/2' 3'-4' 9'-4' '-4' 5'-0 I/2, S-0 1/2' OS250A 1/2' GYP. BD. 05520.A1 09250.R GYP. BD. CEILING 09250.RI GYP, BD. SOFFIT N M O O �(,, 0 09250R2 SLOPING GYP. BD. CEILING Ln M w 89200.A m9250.5 POLYSTYRENE AGGREGATED FINISH (POPCORN) En E0 DECK All 09300FI CERAMIC TILE SHOVER W/ 6' CURB 4� A42 10 SPECIALTIES Z 09250.5 I 10a00A MEDICINE CABINET NOTE 5 (TYP.) I 1080ID$ TOILET TISSUE DISPENSER L O 10800.4 SHOWER CURTAIN ROD L MASTER BEDROOM 10800.J TOWEL BAR I Now mS 12 I BEDR07 OOM 2 oos 10b30A MIRROR (per.) 10540A I6' VINYL COATED WIRE SHELVING m I Nord i I r r 11 EQUIPMENT THESE PLANS AND ALL VOSED WV'*-:09250.R2 m925m.R1 � UJ2 e'-1. 3'-6' `° 12'-4' n -5' ARE SUBJECT TO ANY &RECTIONS 06100.Q2-� I 5'-5. V-10' 1'-111 9' 11450A DISPOSAL REQUIRED BY FIELD IN CTORSTHAT 09250.R 09250.R1 NOTE 2 LIVING MAY BE NECESSARY RDER TO K K -®' 10640A 2A U11 MBA a n45m$ DISHWASHER � COMPLY WITH ALL APP +11'-0' VAULTED CEILING AT 70P FLOOR ONLY 09250.R1 - - - - - ZE3 - L ooi A4 1 SD ,6'.g' v 1 - 4 2 I 2E3 2A A82 4IT oio 2 11450D RANGE / ovEx - 10840.A ------------------- ---- ALL H11450.P WASHER TIR CK LIGHT FIXTURE: a oas 3 09250.R pt BATH 2 13 iO 11450.1 DRYER ° I 10830 A 09250.R2 - I I' 0' TOP WALL SCONCE: Zf 3 r - 11450.M RANGE 14000 OR MICROWAVE + FLOOR ONLY) + �� 0 15440.51 a 12 FURNISHINGS 1 36' INLAND. WALL STRIP LT. :o I 10840A ( O 2A�\ G 10800A`r 123130A1 24' DEEP BASE CABINET +090250.R 77=f 15440.CI, 1 8 0A W.I.C. 3 - 15440.C1 i238mC1 12' DEEP UPPER CABINET Q 30 INCAND. WALL STRIP LT. ol� L-- 0 15440.E 0 0 m TOILET - PLASTIC LAMINATE COUNTER TOP 4 SPLASH 09250.RI o n - r U JUNCTION BOX 1544081 4 012 2m 1238m.1 VANITY CABINET U cn 0 LEI I 1 7' 0' _ _ - 114508 r --- ��14J830A ----, L� 1= '- EXNAUS7I=AN 1084m.A I-- - , 1 1 3_, m - 42' HIGH COUNTER � 11450.1 1 11 11450.E ooe 123SO.M L LLJ ---� 12380M 0 15 MECHANICAL Q U'0 H EIl EXHAUST FAN W/ 2 LIGHTS LAUNDRY KITCHEN - DININCs �5 (d9300.1 r ? � Q H 1 r 15440.A1 DOUBLE SINK Z A72 6 aos o 4 002 z J Coo I 8 4 - 2 � �,`0 15440ZI LAVATORY I ' M 09250.R I ;SID SMOKE DETEGTOR = O 3 U 4'-3- 15' 2 I544m.0 WATERCL05ET r 15500AI ~ © Q 11450.A 15440A1 15555.A O 15440E TUB W/ SHOWER 0 - i5 W. HI -HAT OF WALL 11450.11 -- ©� ----- v 15445.5 SHOWER HEAD W/ H. 4 C. WATER I _ - - - - _ - _ OF WALL 15500.4I AIR HANDLING UNIT ON PLENUM BOX L- 108407.A �- 15555A WATER HEATER G OF WALL Q TENANT SEPARATION WALL 33'-0' - 3'-4' 09250:RI 16 ELECTRICAL 3 G 16000A2 LIGHT FIXTURE - SEE ELECTRICALDRAWINGS° 0 LEGEND BASE B-1 WOOD BASE, PAINTED g_2 6 X 4 CERAMIC TILE, GLAZED -941 F1 PLAN 131 - REFLECTED CEILING PLAN F6 PLAN 131 - FLOOR PLAN IVooR AREAS : PAINT LIVING AREA! 1100 SF. P-1 GYP BD, PAINTED DECK /PATIO : 0 P-2 WATER RESISTANT GYP. BOARD, PAINTED S �' d F W 1 /4"=1 f -off 1 /4fr=1 f -off TOTAL ENCLOSED : 11'10 SF. w3 CONCRETE BLOCK, PAINTED a F Ell T`1 6 X 6 CERAMIC TILE, GLAZED L) § y 2 r-------- ,--.-�� NOTE 2 I A72 P-1 r V R„o Z m � NOTE 2 JI1 NOTE 2 L W 3 P-1 TYP. �11 �I, 09250A l - GENERAL NOTES I. a m TTP 2380.G1 09250.A O9250A Alt TYP. A7.2 iT `� a - / i C A 72 25 12 - _ _ NOTE 1: = rc 12380.C1 _ - I EDGE OF SLAB AT EXTENDED BALCONY AT UPPERMOST V i b / FLOOR ONLY. SEE BUILDING PLANS ^. O OPEN i AT UPPER FLOOR ONLY u s E 5 V F g. 0 z ram- OPEN z NOTE 3• 11450.M P-1 / o 12380FI POLYSTYRENE AGGREGATED FINISH (POPCORN) AT CONCRETE e ® - - - - 12380F1 / e 12380.M 'vim SLAB CEILING ONLY. CEILING AT UPPER FLOOR UNITS - 00 12380.M \ NOTE SHALL BE CEILING GYPSUM BR - C7 o PROVIDE WOOD BLOCKING IN BATHROOM WALLS TO ALLOW FUTURE INSTALLATION OF GRAB BARS - FIRST FLOOR ONLY PER -- 11450.E) FEDERAL FAIR HOUSING ACT. j a a, NOTE 5: WATER RESISTANT GYP. BD. BEHIND ALL PLUMBING FIXTURES ¢ AND IN ALL WET AREAS. ij R 12380AI 09250.A AS NOTE 6: W T1238O.Al 11450.G 12380A1 2 2A 09250.A 4 m 11450.E3 B-1 O O TYP. A82 O P-1 B_� 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 DROOMS 001 & 002 WALL TYPES rf r n n n ONE LAYER OF 1/2' GYPSUM BOARD ? A 4 =1 -� 1 /4 =1 f -� WI ON BOTH SIDES OF 3 5/8' OR 66 TYPICAL UN.O. METAL STUDS a 24' O.C. C z ONE LAYER OF 1/2' GYPSUM BOARD ON c: C T-1 T-1 10830.A 16000.A2 Eb All P_2 A11 ]0800.H1 108ID0.HI tT P-2 UJ2I x 2 P.T. WOOD FURRING ® 16'OG ON �$ h 00.A2 A L2 A�2 09250 BOTH SIDES OF 8' CONG BLOCK WALL o 1 10800.HII NOTE 5 v P-1 0800A A L1 P1 00 v SIM 15445 B . 3 3 5/8' OR 6' MTL. BiUDS 14�OC WI 5D a b NOT 5 h U11 B ■■■■■YNil o® e CONCRETEMEN ON EXTERIORCI ■ ♦ OVER PAPER BACKED ' L� ON 2x(o STUDS OR V METAL 5TUP5 VDrawin No. 12350.1 O O 12380PI O O qg _ O 15440. I O O J4 O 5/8' STUCCO ON BOTH SIDES OF 9 O8-1 4 12380.1 A 1.2 TYP. 1 10800.15 A72 B-2 CONCRETE BLOCK WALL A ,/, �� 5/8' STUCCO ON ONE SIDE OF Al BATHROOM - RM. 005 A6 MASTER BATH - RM. 010 Al TOILET - ROOM 012 < �CRETEBLOCKWALL � 6.3 A WAYNE BERENBAUM ARCHITECTS AIA, 2001 1/4 'f-1 >-Off 1 /4f0- 1 f-orr /off-� f-of) © THIS DOCUMENT W EPODU ENB.UME PROPM FOUT T E E TTEN C ARCHITECTS, PA O I AND ME NOT REPNDDUDED WITHOUT W THE NE EP EN CONSENT OF PA 2 3 4 5 6 1 8 9 10 11 12 13 14 2 3 4 5 6 7 8 9 10 11 1 z 1 3 4 MATERIAL KEYING LEGEND N 05 METALS N CL OF WALL 05520.A1 42 H. ALUMINUM RAILING 36'-4' 09 RNISIHES o 09200A EXTERIOR PLASTER 5 -1 1/2' 5'-1 1/2' V-4' 9'-4' 31'-4' 5'-0 1/2' 5'-0 1/2' 09250A 1/2' GYP. BD. C C C 09250.R GYP. BD. CEILING cO O O 09250.R1 GYP. BD. SOFFIT z M O 61 09250.R2 SLOPING GYP. BD. CEILING M 8 r 000.A a 09250.5 POLYSTYRENE AGGREGATED FINISH (POPCOf�!) - SOLARIUM r I OS300FI CERAMIC TILE SHOWER W/ 6' CURB 8'-m' a 013 10 SPECIALTIES a NOTE 5 10800.A MEDICINE CABINET z 09250.5 (TYP.) I? 10600.5 TOILET TISSUE DISPENSER 10800.1-I1 SHOWER CURTAIN ROD i +8'-0' i MASTER BEPRQ 1 - - - - -� 10800J TOWEL BAR 0925f0.5 - BEDROOM 2 NOTE 3 009 10830A MIRROR (TYP.) 10840A I6' YINYL COATED WIRE $k9LANS AND ALL ROPOSED `NCRK NOTE 2 1 ARE SUBJECT TO AN' CORREefleNS 09250.R2 II EQUIPMENT f O e'-1' 3'-6' '� 12'-a' n'-5' REQUIRED BY FIELD It StECTORS THEN 12 5'-82'-10, 1'-11' 9' 11450A DISPOSAL MAY BE NECESSAR YN ORDER TO 11450.E5 REFRIGERATOR COMPLY WITH ALL AP LIPABLE CODF` 1 09250.R 09250.RI K +i'-m' +T-m' 25 10840A 1 2 4 Wl LIVING - Al'-O' VAULTED CEILING - K AT TOP FLOOR ONLY ] MRA 0 11450.0 DISHWASHER o 09250.R1 - - - - - - 28 00� A4 1 c� I 16 8' 1 - - - 4 2 '� I 2,4 AS2 4 of o 2 11450.D RANGE / OVEN SD v ----- - -- 10840A ----- 09250.R ` TRACK LIGHT FIXTURE: e HALL 2B - 3 n45m.�+ WASHER BATH 2 13 - - m 11450.1 DRYER L 09250.R2 ,T _0, oos I _ .fl WALL scoNCE: (+W-0' ® TOP O 2A r 10830.A 11450M RANGE I IOOD OR MICROWAVE + FLOOR ONLY) \xx\ { I�_ �\ 1I off' 15440.51 B 12 FURNISHINGS J 36 INCAND. WALL STRIP LT./ 10800A`r J 1 I 10840A 2 [3, 12380AI 24' DEEP BASE CABINET - +0 0250.R - f 15440.C1 �- W.LC. 15440.CI 12380.CI 12' DEEP UPPER CABINET 30 INCAND. WALL STRIP LT. I 15440E u 10$00A m 3 TOILET _ PLASTIC LAMINATE COUNTERTOP < SPLASH oii L - _ 09250.RI 15440.81 n - r 12380.P1 JUNCTION BOX _. oiz m 0 (n 114505 --- 4 2 VANITY CABINET r , J LJJ --- --- 10530A --� 12380J LL F_ N 10840.A = _-4 -, 1 11450.0 ,� :LOSE, 3 42' HIGH COUNTER W " 0 EXHAUST FAN r 123a0.M - CK a, m 11450.1 I __J ii 12380J I _ e 15 MECHANICAL Q U Eu EXHAUST FAN W/ 2 LIGHTS KITCHEN -- DINIWs 09300. 1 � Z h A 12, LAUNDRY O bo3 E'c���3 j oat 15440AI DOUBLE SINK Z J Q H 1 ooa 1 O 4 B 2 4 B 4'_3, 1'_5, 2' Eo 15440.BI LAVATORY z U 09250.R SD SMOKE DETECTOR I 3 15440.0 WATERCLOSET +T -0 1 15440.A1 `" 15500.AI I i5 W. HI -HAT © 11450.A v 155,55.A Ol `2 15440E TUB W/ SHOWER O I1450.1-I v 1 44 4 T 5 5 5H0 W/ H. C. WA .8 WER HEAP ER OF WALL � Q L _ - - - - - - - - - _ - _ _ _ _ _ - _ _ _ _ - GL OF WALL 15500A1 AIR HANDLING UNIT ON PLENUM BOX � °: G 10840.A = OF WALL O TENANT SEPARATION WALL ' 15555A WATER HEATER 09250.Rl 33'-03'-4" 16 ELECTRICAL. � G. 4'-0' 16000A2 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS ° 0 LEGEND BASE B-1 WOOD BASE, PAINTED �2 6 X 4 CERAMIC TILE, GLAZED F 1 PLAN 131 REFLECTED CEILING PLAN F 8 P LA II B19 - FLOOR PLAN FLOOR AREAS : PAINT P PAINTED F 1 /4n 1 , On / _ LIVING AREA : lll0 SF. P 1 GYP BD, _. ._n_�-- .._.._ _.._.._.a,r_ - 1 4f1 1, 0,1 ._ .,.. �__. DECK / PATIO : m 0 Q g � d P-2 = WATER RESISTANT GYP. BOARD, PAINTED W - F TOTAL ENCLOSED : 1110 SF. P-3 CONCRETE BLOCK, PAINTED m Q = TILE z a & r----------------- -- --- ---- --- ------ - T-- r _--, Eill r---- T-1 6 X"6 CERAMIC TILE, GLAZED LW sA Z $� NOTE 2 Jl l NOTE 2 NOTE 2 - - - - -- - ---- V 3a3 TYP. P_1 09250A A82 TYP. -- - TYP. J1I JII 09250.A GENERAL NOTES Lu L CL 3 I2380.C1 09250A 12380.C1 / = 1' NOTE 1: _ o EDGE OF SLAB AT EXTENDED BALCONY AT UPPERMOST {„I„I V d 0 r FLOOR ONLY. SEE BUILDING PLANS Q v _ '^ E OPEN / l OPEN AT UPPER FLOOR ONLY r E Q $ NOTE 3: � n - - - 11450.M 12380:P1 Pf-1 i ? POLYSTYRENE AGGREGATED FINISH (POPCORN) AT CONCRETE o 61 e t 12380.M 9 0 SLAB CEILING CNLT. CEILING AT UPPER FLOOR UNITS 9 - 12380F1 e SHALL BE CEING GYPSUM BD. 0 12360.M T- NOTE 4: I� 0 o PROVIDE WOOD BLOCKING IN BATHROOM WALLS TO ALLOW FUTURE INSTALLATION OF GRAB BARS - FIRST FLOOR ONLY PER - 9 11450.D \ FEDERSAL FAIR HOUSING ACT. NOTEWATER RESISTANT GYP. BD. BEHIND ALL PLUMBING FIXTURES 13� D 12380A1 09250.A - AND IN ALL WET AREAS, z s' 12380.A1 I 3 11450.G 12380.A1 2A 09250A NOTE 6: 11450.E B 7YP. A82 O P-1 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 -m 3 WALL TYPES 1/4 It= 1 1-0 of 1/4 91=1 I _099 WI ONE LAYER OF 1/2'GYPSUM BOARD ON BOTH SIDES OF 3 5/8' OR 6' .r o TYPICAL UN.O. METAL STUDS a 24' OC. ®z ONE LAYER OF I/2' GYPSUM BOARD ON cv G T_1 T-1 10830.A 16000.A2 ES All P_2 A11 10800.N1 1m80(d.l-Il A11 P-2 W2 I x 2 P.T. WOOD FURRING a 16' O.G. ON a 16000.A2 A 1.2 ADZ A 12 09250 cat P-2 10800.HI P-2 I0800A A�,1 P-1 BOTH SIDES OF 8 CONC. BLOCK WALL o NOTE 5 ,� OTE 5 �* P-1 o TYP SIM "v SIt i 15445E TYP. ONE LAYER OF 1/2' GYPSUM BOARD ON v° o 0 B ■■■■■il A ■■■■■ii ■■■■■S ■■■■■■ ■■■■■S ■I 000 INSULATION ON INTERIOR 4 5/8' STUCCO °a A4 ON EXTERIOR OF 8' CONCRETE BLOCK N I` 10830A -10800.A "` A'12 OPEN SIM ' A8.1 10800.J ONE LAYER OF Ik' GYPSUM 50ARD ON 1 x 2 P.T. WOOD FURRING ® 16' O.C. W/ 5.0 Drawn WI3 NOTE -I ;4 v � m m � 0 �4 Project � e MAX. INSULATION ON INTERIOR 4 5/8' STUCCO No. / --___-__, 4 _ ON EXTERIOR OF 6' CONCRETE BLOCK 9710.00 B � " T � i � �i � NOTE 4 Tn P-2 +� 5/8' STUCCO OVER PAPER BACKED SELF CAD File No. - � B FUR MTL. LATH ON 19/32' COX PLYWOOD P I n B 2' i ------ ON 2x6 STUDS OR 6' METAL STUDS Date s I6' O.C. MAX. 1/20/98 12380.1 O O O Aa O 5/8' STUCCO ON BOTH SIDES OF Drawing No. OO I 12380F1 15440: I� O J4 I B-1 12380.1 Ail CB-1 . 10800.8 A,2 B-2 6 CONCRETE BLOCK WALL 5/8' STUCCO ON ONE SIDE OF A A 6 MASTER BATH - R M. 010 AlTOILET I L E T - ROOM O � CONCRETE BLOCK WALL A 6.4- A Al BATHROOM - RM. 005 M 012 © WAYNE BERENBAUM ARCHITECTS AIA, 2001 4 =1 -0 1 1 -Oft 1 /4ISC 1 f -O ff THIS DOCUMENT B THE PR ERTY OF WAYNE BERENSAUM ARCHITECTS,PA 1/If 1 fl AND SHALL NOT REPRODUCED WRNOUT THE WRITTEN CONSENT OF OF WAYNE BERENBAUM ARCHIlEC15 PA I 1 1 2 3 1 4 5 1 6 1 7 18 9 10 111 12 13 14 1 2 3 4' S 61 7 8 1 9 1 10 1 1 1 1 12 1 13 1 14 MATERIAL KEYING LEGEND I �I r 0 Ix2 P.T. FURRING W/ INSULATION Ix2 P.T. FURRING W/ INSULATION 1/2, GYP. BD. 1/2" GYP. BD. FINISH - SEE-•-",, ' GONCi�TE FINISH - SEE--� r$`< CONCRETE SCHEDULE OCK SCHEDULE „' / OCK / BL rs< / BL N r;K / z SLIDINCs GLA SEE 'S' DWGS. /' EXT. PLASTER SEE 'S' DLUGS. EXT. PLASTER o_ I`✓1 DOOR FOR BUCK / FOR BUCK H SEE SCHEDULE FINISH FLOOR ATTACHMENT ATTACHMENT`K SEE SCHEDULE YK HH i 3K \ _ ' z Ti If 11 CORNER BEAD CORNER BEAD �1 SEALANT SEALANT SEALANT SEALANT L SEALANT DOOR -SEE o ALUMINUM Cq a SCHEDULE WINDOW - SEE SCHEDULE FLOOR SLAB WEATHER-STRIP 9 v EXT. of N EXT. c c DWD03-02 WAL01-MA 0 J 1 NOT USED J4 SL GLASS DR SILL J8 DOOR HEAD ill WINDOW HEAD V„ 3"=1'-0" 3"=1'-0" JAMB SIMILAR 3"=1'-0" Q m o Ld J0cn METAL FURRING CHANNEL W/ INSULATION LL-O IW-- 1/2GYP. BD. LtJ W 0 Q CL VERIFY EXT. FINISH -SEE rc, CONCRETE m Z H SCHEDULE �J Y BLOCK -� H I/2' GYP, BD._ CARPET THINSET TILE FINISH- > EXT. PLASTER s� N U METAL DOOR- =K THRESHOLD SEE SCHEDULE nA LE SADDLE SEE SCHEDULE }' /% SHIM Q a - WEATHER 5/8' METAL STRIPER STUDS e 24' O.G. r' n u 2 x NAILER CORNER BEAD � Q FINISH- - _ _ c SEE SCHEDULE SHIM AS REQUIRED _ G SLOPE 4 SEALANT 4 ------------ uZi _ BACKER ROD p - ---- o a RAISE 4 WARP a PRE-HUN5 DOOR SLIDING GLASS DOOR _ - � CONCRETE SLAEs m SEE -SCHEDULE -�" SEALANT ON DOOR CAULK = DOOR- COMPRESSIBLE WALL WlpTH SEE SCHEDULE FILLER CBONONDTE SLAE VERIFY SWINGS GLASS - SEE Q F ]at FLOOR ONLY SCHEDULE a . 13/4' EXT. LW Z DTH01-04A DUD0120A DSF01-05 04 { Z IFLO2-03 v I•LJ ma" s� a � E E1 DOOR SILL E4 MATERIAL TRANSITION E8 INTERIOR DOOR HEAD E1 1 SL GLASS DR HEAD F " f If " f " " f " " 1 ff "� < 3 =1 —0 3 =1 —0 3 =1 —0 JAMB SIMILAR 3 =1 —0 JAMB SIMILAR r cl VERIFY EXT. ALUMINUM WINSCHEDDOW ULESEE METAL DOOR- I SEALANT SEE SCHEDULE THRESHOLD VfN7L CARPET CAULK WEATHER —� GONER BEAD a STRIP z FINISH- SNAP -DOWN n n SEE SCHEDULE 1 T-MOULDING DIVIDER CAULK a a. c C .0 >< n _ MARBLE �< . a a . � p_ n SLOPE STOOL I Q a PRECAST o O ----- - --- - t --------------- CONIC. SILL P. a RAISE 4 WARP r<� CONCRETE SLAB p 0 \ Drawn AT o \\ \ WB SEALA O s ONLY 4 DOOR \\ � THESE PLANS AND ALL PROPOSED WORK Project No. COMPRESSIBLE \ EXT. PLASTER ARE SUBJECT TO ANY CORRECTIONS 9710 B FILLER CONCRETE SLAB �, REQUIRED BY FIELD INSPECTORS THAT CAD File No. BEYOND S HT— D R S FINISH - SEE - � \ CONCRETE COMPLY WITH M9NECESSARY IN ORDER TO Date L AY BE SCHEDULE BLOCK ALL APPLICABLE CODES. Ix2 P.T. FURRAG W/ INSULATION DTH01-04 IFL02-04 WALOB-02A 1/2" GYP. BD. Drawing No. Al DOOR SILL A4 MATERIAL TRANSITION A8 WINDOW SILL A11 NOT USED A © WAYNE BEREN9AlJM ARCHITECTS AIA, 999.7 3"=1'-0" 3"=1'-0" 3"=1'-0" 3"=1'-0" THIS WCUNEM IS THE PROPETRY OF WAYNE BERENRWN N HITECM PA AND SHNL NOT fYNE REREO WIMH HIHE WRITTEN CONSEM OF WAYNE BEiFNBWN ARCHRECIS PA -•-n�, o 2 3 4 5 6 7 8 9 10 11 12 13 14 2 3 4 5 6 7 8 1 9 1 10 1 12 1 13 1 or 2 Hour Fire Rated ��® G.,ossif;e Through Penetration Firestop for (1In51�II(f(J� ® KEYING LEGEND . . Single Metal Pipe through 3135GrearlRd.MATERIAL G sum walls using Beachwood. OH, 44122 WN TREMstop WBM. �st8° SOUND INSULATION NI WL1051 F-rating = i and 2 Hr. WHERE OCCURS c T-rating - 0 and 1/2 Hr. o FRAMING GYP. BOARD- 1 3 .. METAL FRAMING SEE SCHEDULE SEE SCHEDULE V 1/2" FINISH- �— `SEE SCHEDULE N o IVI GYPSUM — — — — — BOARD GYP.BOARD- BULLNOSE 2 SEE SCHEDULE i ' THINSET CERAMIC p 2 3 I FINISH- -- — -------------------- -- -- TILE — K SEE SCHEDULE y THINSET CERAMIC GOvE i' w �\LU BASE TILE -SEE SCHEDULE O L THINSET _ `�� 0 1 or 2 - hour fire rated gypsum wallboard/stud assembly CERAMIC TILE Q2 A) Steel Pipe - 6' diamlor smaller) Sch. 40 for heavier) steel SEE SCHEDULE BJ Conduit - 44diam.(or smaller) EMT or rigid steel ® TREMstopWBM Max. 3/4' 3 5/8' METAL STUDS - Fill annulus at a thickness ® 24' O.C. o of i ' (2 Hr. F-rating) or 3/4" (1 Hr. F-rating). IWL23-02 CONCRETE FLOOR c SLAB IWLII-03 � K e c IFL01-01 IWL18-20E V J J 1 PIPE PENETRATION J4 TILE BASE J8 TYPICAL WALL J 1 1 WAINSCOT 1 1 1/2"=1'-0" 3"=1'-0" 3"=1'-0" 3"=1'-0" m 3Hour Fire Rated j f if/a 1 Hour Fire Rated Through if'. Penetration Firestop for Q W J ass Through Penetration Firestop fo u uuLSuuu�7�® vOaMetalv Ducts through 3135 Careen Rd. Concrete floors or walls using 5wduood, OW, 44122 joss a Plastic Pipe through g 3735 Caeen Rd. U Concrete floors or walls Beedwood, OH, 44122 FINISH- SEE SCHEDULE .� O W TREMatop WBM. using Intumescent devices. LL W Ya tA'Sn ate 1 5/8' TYPE 'X' GYP. BD W Q 0 CAJ7005 F-rating = 3 Hr. CAJ2060 F-rating = Hr. PER ASSEMBLY V o T-rating = 0 Hr. 2 T-rating = i Hlr. REMIREMENT5 J 3C 2 1 D- O H 30 I 3D 3Ai-- I 2 o p, 0 2 — ------------ — -- - --- GYP. BOARD- SEE SCHEDULE Q to a W 3A I KKK I I 2 I° �' r METAL FRAMING Q /�•f Z a o of a � D .Pao I a a S, a o a i � I 3A ° ° o, ' 3B ---------____-- ' __-- FINISH / SEE SCHEDULE3A j= o, iC c it r = Min- 4' thk concrete, with a max 160 s in. o 0 Floor or W811 assembly /,' q. pn g- 38 FLOOR ASSEMBLY 3C WALL ASSEMBLY 3 5/8' METAL STUDS a 24' O.C. _------_----------------------- O © Steel Duct - 16' x V(or smaller) No. 28 gauge (or heavier) steel. 0 Floor Wall 4thick INSULATION or assembly z concrete. Lu © A) Packing Material -Mtn. 1° thk mineral wool (min 4 par) insulation, g p friction fitted into opening ® Plastic Pipe - 4" diam. (or smaller) Sch. 40 (or heavier) PVC pipe for use in closed (process or supply) systems- 1-HOUR i-HOUR UL. DESIGN 61.1425 GYP5UM ASSOC. WP 1200 METAL COWER 5) TREMstop, LUBM - Min 1' thk Mastic applied within annulus. = CJ Cover Plate 28 Ga. Ga1v. Stl. cut to fit contour of duct, with I" Q3 A) TREMstop M - Nom. 1° thickness mortar applied within annulus. Nom. annular s ace is'/4°. p BEAD �� -Mtn tap on floor/wall surface ' B) TREMstop WS - wrap strips, wrapped around N � � Q r pipe 5 times. Z (L D) Angle No. 12 having 3° legs, and spaced 6' O.C. .. r- ga. stl., and secured to duct. e MCR - Steel restricting collar. ' C) TREMstopW to L}; i NOTE: For walls , install items 3A,35,3C,3D to both surfaces of wall. iWL23-06 IWL23-04 `TREMstop D (pre -fabricated device) can be used instead of TREMetop WS/MCR (neld-fabricated device). IWL1820A ICL04-02 04 V Z LAj LW i co W = E1 PIPE PENETRATION E4 PIPE PENETRATION E8 FIRE RATED WALL E1 1 SOFFIT Z E _ Sic 1 1/2"=1'-0" 1 1/2"=1'-0" 3"=1'-0" 3"=1'-0" 2 Hour Fire Rated ii/a Through Penetration Firestop for Goss Single Metal Pipe through 3136Cr Rd. SOUND WHERE OCCURS Saadxaood, OH, 44122 Concrete floors or walls Using SYat FYRE-SIL or FYRE-SIL S/L OF WALL GYP. BOARD- SEE SCHEDULE FRAMING r 1 1 D CAJ1145 F-rating = 2 Hr. I BEE FLR. PLANS OF T-rating = 0 Hr. t LU 35 a 3/4' PLYWOOD I, 3 3A \ _ FIRE STOP ti a I o FRAMING METAL FRAMING _______ ----- _ _ y Q GYP. BOARD- SEE SCHEDULE ,i GYP. BOARD - �' SEE SCHEDULE � Q n m ? c C 2 I I Q �mp ;t��FIwSH- SEE SCHEDULE FiNISH- SEE SCHEDULE GYP. BOARD- 3A z I - SEE SCHEDULE Lu SEE S�DEULE w u TAPED INSIDE u a COMER THESE PLANS AND ALL PROPOSED WORK N Drawn. LFLOOR SCHEDULE EU � ARE SUBJECT TO ANY CORRECTIONS' WB IQ Floor Wall = 4 'hick concrete FINISH- I.�-- SEE SCHEDULE " THINSET REQUIRED 9Y FIELD INSPECTORS THAT ' Project No. or assembly E © Steel Pipe - 4' diam.(or smaller) Sch. 40 (or heavier) steel -Annular space is max. 3/4' _, I — v v v CERAMIC TILE MAY BE NECESSARY IN ORDER TO COMPLY WITHALLAPPLICABLECODES. 971 0 B CAD No. A) 3'4' thick mineral wool (min 4.0 pcf), friction fitted. a CONCRETE FLOOR -I SWl'-TNT iitlte B) 1° thickness of FYRE-SIL or PYRE-SIL S/L (floors only) . SLAB IWL06 -03 IGL01-12 Drawing No. IL23-05 NOTE: For walls apply FYRE-SIL to both surfaces of wall IFL0104A A Al PIPE PENETRATION A4 LOW WALL A8 WOOD BASE Al 1 CEILING DETAIL A7.2 ® WAYNE BERENBAUM ARCHITECTS ALA, 2001 1 1 /2"-1'-0" 3"-1'-0" 3"-1'-0" 3ff= 1 f-0" THIS WCUMENT IS THE PROPERTY OF WAYNE USENDAM A�MRECIS, FA AND SHALL NOT REPRDBUCm BRHON' R MflT CONSENTW of fNNNE BERENSAUM AMIRECB PA 4 5 6 1 7 e 19 in 11 1? 1 13 14 i 7 d ! - 0 MAINNU»itm�>tt���_ �112111 11T_4N 10i_1N 3'-4° V_411 31-4" 10' 10'_IN 3 _3ii g`_6" 3'_3d 20' 6" 3' 4" c� _3'-411 101.111 L 1 3 i 55-1 S -1 15E 2E 15E eIg -- FG FGW 15E FCW4 r<ill fCW4 r----------- L -- ---- - r---- -------i-----------^Z ---"I I I. __-_________ J L _____________i L 15E ' y 1 15» I i 2E 2E An 2E N -----3- ------- I I I K i O i 2E 2E I p I a PI1II�I7!'' Q it I I I t (2) 04 W-0" t r----r r o LONG IN SLAB (TYP. IUFE� 2 5S-1 I i Lu (2) M XF-011 I I ' ©© © ©© 1 ©© (TYP WNEIIE SHOWN) -_- __ _ __ _______- L_____ _ ____ O _ ____ ___ © 0 FCW4 25 25 ©© I ©© FGU14 2.5 I i I — IL---I--4 II li �XYill � I I SB-1 �.a Q � I 0 I rTi O I i I +� r--- K1 I 2 �v F---- U, I G I N L---- -- I --- ---- I I w I r- l0 w I I w O i � i o f i o f 15E xxxxxxI I I I 15E 15E 1E i i 2E i i 2E 25 L----- ------- r 2E - r----- ---- --- -- _ _ `----------J L 15E - r L------------- J L-------------- r------------ ---- F fGW4- FGW4 ---Q- ----2E -----J 0 ti r FGW4 GW4 L GW4 3'.4" V-4" V-4" 10'-3" 361-811 W-0" 36'-4" 36'-411 6'-0q PLAN NOTES: I. SLAB ON GRADE IS 4" CONCRETE, REINFORCED WITH 6x6- WIA WWF PLACED IN THE CENTE OF ; THE SLAB, PLACE ON SLAB ON 6 MIL. VAPOR BARRIER ON TERMITE TREATED COMPACTED 601 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. <2D INDICATES FOOTING TYPE. SEE SCHEDULE THIS SHEET. 4. INDICATES 8' CONCRETE MASSONRY UNITS WALLS, PROVIDE "5 VERTICAL AT 4' oilO.G. IN ALL EXTERIOR WALLS, AND 05 VERTICALS AT S'-0" O.G. AT INTERIOR CMU. WALL VID C 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 S VERTICAL AT EACH '.' DOT. AND "Fv NOTATIONS ALSO SEE NOTE 08 BELOW. 5. FILLED CELLS SHALL BE 4'-0" O.C. (TYR. U.ON.) 6. SEE SHEET 58.0 FOR GENERAL NOTES, BEAM, COLUMS— T SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSION NOT SHOWN. 8. FCWS INDICATES IS 6 8'-0" O.G. IN FILLED CELLS. FGW4 INDICATES N5 a 4'-0" O.C.1N FILLED CELLS. Q Al BUILMNG 2 - FOUNDATION 1/81, = 1'-011 1 2 3 4 FOOT IN 5C1-7 JDULE5 fc' = 3000 PSI.TYPICAL MARKS SIZE DEPTH REINFORCING ( BOTT.U.NA.) REMARKS 15G r-61t x CONT. 1211 (2) 05 CONT. 25 2'-lv x CONT. 1211 (2) 05 CONT. BOT. (1) *S CONT. TOP 0b6E 8" x CONT. 1211 (2) 05 CONT. --- 15E V-6" x CONT 2011 (2)1 CONT. BOT. (1) 05 CONT. TOP 2E' 2'-0" x CONT. 2011 (2)15 CONT. BOT. (1) 05 COAT. TOP 15S 1'-6" x CONT. 1211 (3) S CONT- SEE SECTION 10/88.2 ALL FOOTINGS SHALL BE CAST MONOLITHIC WITH THE BLABS ON GRAPE. Oil m N (3 () 0M 0 W 6 Z 011A0 5 ) a" a - O i� C KI�// C 0 0 O U ¢ N Z O J f �\ l 1 P Q Q D � z _J 0 L�LI C� LL O L.LJ 1 Li =3 o H Z _ N U V >o z F- O 0 N fA N N, m z Q F w �� m 2 �1 w (� I_ CL I I h w WI W 0� o �* a^• �m J � E x p $a O 4 L ' 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. o o ° a G Dawn WB Project No. 4-1294-03 B CAD File No. -E31 d'g 2 Date A. `I'EKTA IGAVASOGcLU, MSCE, P.E. 3/10/01, Drawing No. `1`<A CONSULTING ENGINEERS, INC. 6500 WEST ROGERB CIRCLE, STE-. 600E ((561) Sea-0805 50GA BATON, FL 33481 PE" 4131E e-ma1l:YektaivYKAconsultfng.com EBO 6141 S2. A ( �%I © WAYNE BERENBAUM ARCHITECTS AIA, 2001 THIS DOCUMEM 15 THE PROPERTY OF WAYNE MENSAUN ARCNITE7M PA AND SHALL NOT REPRODDCED W"MM THE WRRTEN CONSENT OF WAYNE RERENWIA NTCHRECTS PA MATERIAL KEYING LEGEND GENERAL TRU55E5 NOTE5: • WOOD TRUSSES, WHICH AREA FABRICATED BY A LICENSED FABRICATOR, SHALL BE FURNISHED IN ACCODANCE WITH DESIGN o PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER 4 THE SPECIFICATION OUTLINED BY THE " NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE i 11T�-4" LUMBER AND ITS FASTERNINGS' BY AMERICAN INSTITUTE OF --- TIMBERCONSTRUCTION (LATEST REVE51ON) 4 "DESIGN SPEC- RU , FICATIONS FOR CONNECTED LIGHT METAL PLATE WOOD R _ _ J - 36 6 10 8 26 -1 0- " 36 8 0 - -- - ----- � �� TRUSSES" Y 55 ATE INSTITUTES. RUSSE B 71�.1 PLATE cn „ 10 -1 Ib -0„ 10 10 I 16 0 m 3„ • TRUSSES SHALL HAVE MIN RATING OF 1000 PSI. BEFORE ANY o SOUTHERN YELLOW PINE, DOGLAS FIR, HEM -FIR OR FIR LARCH 13 INCREASE SHALL BE REQ'D FOE TOP AND BOTTOM CHORDS 8 AND WEB MEMBERS MAY BE No. 3 SOUTHERN YELLOW PINE, STUD of 58-2 ce 3 ca-2 a ce s GRADE OR BETTER AS REQUIRED BY THE ENGINEERINCs -- - - — FCW4 FCW4rl THE DESIGN AND SHOP DRAWINGS, AS WELL A5 THE FAB- o FCW4 R AT a we ALL TIMES. THE HANDLING, ERRECTION AND FIXING OF WOOD TRUSSES CO ANC WITH SP CIFICATIONS NOTED ON 5HA IN AC RD E E LL BE THE DESIGN DRAWINGS OF SAID WOOD TRUSSES AND AS PER CONTRACTOR SHALL INSTALL HURRICANE STRAPS AT EACH TRUSS, BASE ON THE MANUFACTOR USED, AS THE FOLLOWING 5 INDICATEDS LOADING UP TO (2) STRAPS. SS-1 _ ------ 58-1 i _ m — — — — FOR UPLIFT LOAD S: USE ) `^ U UP TO SW Ibs ETATI6 / T552 981 11951 E7AT207 7552 ` UP TO Ibs - be _ -- ° _ i '' 16 ! ii __ — __ — Ii 1 UP TO 1196 ]be - 23W ]be (I)ETATI6 l T662 : (1) ETAT20 �T _ � = J 1 I 1 m _ HUGH s -- -- - - — ------ ------- FOR UPLIFT LOADS USE i � I 1 I 10 N I UP TO 6110 Ibs BHA 6 58-1 SS-1 SEMGO Z ,� Q SYMETRICAL - - — o FOR UPLIFT LOAD S USE QJ co — — -- ---- -- --- 10 FGW4 a we - - i UP t0 T55 lbs tAPR28 I CW4 � FCW4 UP TO T56 lba -16551 ba 7APR216 1 i UP TO 1666 Ibs - 3330 1ba (1) APR216 4 (1)TAPI6 m Q Of O Z ---- --- — NOTE: EACH NAIL TO CARRY MAX 150 LBS _ 0 w FN�• CONTRACTOR SHALL PROVIDED BUILDING DEPT. OFFICAL u F Q --- ,' i WITH MANUFACTURE SPECIFICATIONS FOR HURRICANE STRAPS Of /o __ LLJ AT THE TIME OF STRAP INSPECTION. W D_ LL_ v L_ SS -I _� L° U p U I. - I I - --- - � I PRACING NOTES: n I. THE LOCATIONS 514OUN FOR X- BRACING ARE OPROXIMATTE ry CD AND MAY BE VARIED SLIGHTLY TO AACOMODATE THE SHAPE > p i OF THE TRUSSES. n Z m— - -- c8 I _ 2. ALL X- BRACING SHOW IS INTENDED 70 BE SPACED ASCn0 0 -- -- - ----- --- EVENLY A6 POSSIBLE ALONG THE LENGTH OF THE TRUSSES J THET THEY BRACE, I.E. QUARTER POINTS, MID POINTS, ECT. 4 we 3. TRUSS BRACING TO BE MINIMUM 20-0" FROM END WHERE 3 m 0 9 TRUSSES RUN IN THE SAME DIRECTION. o FCW4 FCW4--------- --------- CW4 ® 4. ALL TRUSSES ARE REQUIRED TO HAVE CONTINUOUS BRACING ce 3 ALONG THEIR BOTTOM CHORDS TO MEET RIGID CELING ce 2 ee C5-2 REQUIREDMENT6, THIS BRACING MAY Ix4 LUMBER AT A MAX. SPACING OF 6'-0" C.G. S. EACH BRACING IS TO BE ATTACHED TO THE TRUSSES WITH A MINIMUM OF 2-10d NAILS AT ITS END AND AT EVERY TRUSS m V7 N THAT IT CROSSES Q m m ~ ELb X C, DENOTES LOCATION OF X-BRACING I I� 1 & E In 2 u J NOTE: ALL OPENINGS SHALL HAVE SF16-1#5 BOT. /105 TOP CAST-CRETE FOR 16" DEEP BEAM. (TYP. UN.O.) THE BRACING FOR THE ROOF SYSTEM 16 DESIGNED FOR BOTH ()¢ c ALL OPENINGS 5H,ALL HAVE 8Fi6-105 50T. CAST-CRETE FOR 81' DEEP BEAM. i TYP. UN.O,) POSITIVE AND NEGATIVE PRESURE 4 MEETS THE REQUIREMENTS � a 3 N PLAN NOTES: ((yy�� OF CHAPTER 23 SBCLI: W I I I. INDICATES 8' CONCRETE MASSONRY UNITS WALLS, PROVIDE 05 VERTICAL AT 4'-0" W O.G. IN ALL EXTERIOR WALLS AND'5 VERTICALS AT 8'-0" O.C. AT INTERIOR CMU. WALL PROVIDE rf � o AN ADDITION VERTICAL IN THE FIRST CELL EACH PRE-ENGNEERED WD. SIDE OF OPENINGS; A7 WALL INTERSECTIONS, ] +5 v Q CORNERS, AND AT THE END OF WALLS, DOWEL REINFORCING INTO FOOTING;6 AND GROUT CELLS TRUSSES IN VERT. SOLID AT THE REINFORCING, PROVIDE AN ADDITIONAL "5 VERTICAL AT EACH '.' DOT. AND "FG" PLANE. s24: O.C. It m NOTATIONS ALSO SEE NOTE 08 BELOW (TYP. U.N.O.) 2. PROVIDE A CMU. TIE BEAM AT ALL MASONRY WALLS, TOP OF TIE BNAM ELEVATION (HOLLOW CORA PLANK ELEVATION) IS 6-0". TIE BEAM SHALL CONSIST OF TWO KNOCK OUT COURSES, EACH WITH ONE 05 CONTINUOUS, AND GROUTED SOLID. SEE DETAIL 9/982 TIE BEAM OVER OPENING. 3. C5-_ INDICATES 8x16" CONCRETE BEAM REINFORCED W/ 2W6 5.4 25 7. CONTINUOUS AND 43 TIES AT b"OC. THE BOTTOM OF CB -I MAY BE FOR41ED W/ A CASCRETE "8R6" PRECAST CONC. LINTEL DO NOT USE CMU..70 FORM THE TOP OF THE BEAM. 3 2 s' CB-2 INDICATES 8x1b" CONCRETE BEAM REINFORCED W/ 208 5.4 2i15 T. CONTINUOUS AND W3 TIESAlliN, m AT 6"OC. TWO FOOT PASS OPENING PRECAST CONC. LINTEL REINFORCING 4 TIES. 4. a WC INDICATES SPAN DIRECTION OF 4" OR 6" OR 8" PRECAST CONCRETE HOLLOW CORE PLANK PROVIDED 2" (MIN.) TO 3 1/2" THICK CONC. TOPPING AT 4" PLANK HOLLOW CORE FLOORS. REINFORCED TOPING W/ 6x6 WI.4xWL4 W.WF: 8" PLANK RECEIVIES NO TOPPING SLAB. r 5. INDICATES 2x4 a 16" O.C. STUD WALL, ATTACH PLATES TO PRECAST PLANK WITH 0.145" 0 DIAMETER POWDERS ACTUATED FASTENERS AT 16" O.C. PROVIDE TRIPLE KING STUDS EA. SIDE OF OPENING. z 6. SEE SHEET 55.0 FOR GENERAL NOTES, BEAM, COLUMNS_ �O T. SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. THESE PLANS AN ALL PROPOSED WORK 8 Co 8. CB-3 INDICATES 8FI6-2"5 BOT. 4 STIRRUP IS TOP CAST-cRETE. ARE SUBJECT ANY CORRECTIONS o cE - SAME AS C5-3 W/ W3 STIRRUPS ab" oc: REQUIRED BY FI LD INSPECTORS THAT Ln E Q o� MAY BE NEC E SARY IN ORDER TO BOTT. CHORD CB-5 INDICATES 8FI6.2w5 507. 41S TOP CA67-CRETE W/ "3 STIRRUP e T"O.c. G COMPLY WITH A LAP'PLICABLE CODES. LATERAL BRACING Drawn S. STEP UP LINTEL OVER ALL DOOR OPENINGS WB 2x4 DIAGONAL BRACING Project No. 10. FF_C[5ZJ INDICATES 105 a 4'-0" O.G. IN FILLED CELLS. ATTACH To rR1S6Es w/ (2)16d NAILS 4-1294-03 FCWB INDICATES IS a W-0" O.C. IN FILLED CELLS.' PER CORNERS 4 a INTERSECTION CAD File No. OF WEB MEMBERS Bid' 1' A. YEKTA IGAVASOCsLU, MSCE, P.E. Date SECOND FLOOR FRAWNG PLAN ''KA CONSULTING ENGINEERS, INC. DIAGONAL BRACING DETAILS 3110101 6500 WEST ROCsERSGIRGLE, STEr8000 f56U 9903-0805 BOCA RATON, FL 33481 PEW 41310 • REFER TO ROOF PLAN FOR LOCATION • DIAGONAL BRACES TO CROSS MIN. OF 2 TO MAX. OF 4 TRUSSES Drawing No. e-ma1l:Yekta®YKAoonsuFt1ng.00m EB0.6141 S2®2 WAYNE BERENBAUM ARCHITECTS AIA, 2001 THIS DOCUMENT 6 THE PROPERTY OF WAYNE BERENBAUN gRCHfIECTS, PA AND SHALL NOT REPRODUCED WRHOOT THE WRTREN CONSENT OF WAYNE BERENBAUM ARCHRECTS PA { Q - ^n. A ^ ^. , e MATERIAL KEYING LEGEND •'•z•:c-: 7.. es�•!�•.',j .�•rd E per Em �J o; !, 4 ;, �, ^i T . :. Ty �\ ,.. I� ------------- , r•-��■�r► e//r/ / !?�' -- .." ��;�•!e r-�♦�,!♦IefN_�--]L-.i♦:♦-i e �l♦Z17= �Jsi �� �� �� 1 :;I'■I �� e' �� °ice r,• / ►1 I1////® � jI' ry♦I�z�. ill `� ':�.; ... ■ ....,....7C--r_r•N I r ?:♦a1�----v-•v�•«t/ Pi • l :; - _ 1� I✓�•�° ,I■.J� I Il iV � ii. .- � I °��e, � //e/ ,� r► T" �`i Ip� �� ti ji, i! ._ � ��' j� �rN!. �.e♦i1�J,�r-,=��f` �J:s.•,:^li� /� �� / MOVE a/�l a/e/ PIP' _ I I\\\ I\\\\\\I V► � `\\\� //,,/ //�/ ii II i' 0 r! % 1� � : '''�\� � �.'--�J►'?°FtLJh 11.IP OVA ,1/ ♦'-��Y`� `��c\•'�\ I ,Z�S!i �_a`J\ w �'���� 1 4 ► ';%r,� ,/'♦/%/. ■I �7r I�J�/� �.w,, NASA-.. �1► D •'\I�', `t\�J►`r.�l \\ �,w�\ \\\\� � . BOOM �. , Lmlw IS � R 0 �, \ ►- .iq -� .ram .,� �, •� . �; : fair, � .:. �\\ •.::.:.:-c::_:a_ _.,...� I 1� �:iiii.► .--►. �..' . r • a , �(/L/lllrlL ® I �F .T '''� � . T —=' r III ��'I ,, � I�\S�p`►\ , 1 1 II ,\\\\\® /� ��; .a�\ I � ��I ��� ,;.�,r I, I • r,_ �� ice; � � \��. ,� 1.4 N , 1 , �'1 •' i� �� • �i ;�.r+ Cif Card / ►�,■ `il��l , �i �< I it rl a �.li � Ala ��. S i i�►.� ��• � _ ••� +�C.i:.1 �'_ _ ..._ r ).•yJ •`� i i�\ „� c �' � r 1444 ITS_1R� raz. u N 9 NOTE: ALL ALL OPENINGS SHALL OPENINGS SHALL HAVE HAVE 15F16-1"5 5FI6-I S BOT. /1*5 TOP CAST-CRETE BOT. CAST-GRETE FOR SI' FOR 16" DEEP BEAM. (T1'P. UND.) DEEP BEAM, ( TYP. U.N.O.) PLAN NOTES: 1. INDICATES V CONCRETE MASOONRY UNITS WALL 6, PROVIDE 05 VERTICAL AT 4'-0" O.C. IN ALL EXTERIOR WALLS, AND 15 VERTICALS AT V-0 OC. AT INTERIOR GMU. WALL PROVIDE AN ADDITION S 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 15 VERTICAL AT EACH ' ■' DOT. AND "PC" NOTATIONS ALSO SEE NOTE 08 BELOW. PLANK ELEVATION) IS . TIE BEAM SHALL CONSIST JBNAM ELEVATION (HOLLOW CORA PLYWOOD SHEATHING SHALL BE 19/32" CDX, NAIL W/ Sel COMMON 2. PROVIDE A CMU. 71E BEAM AT ALL MASONRY WALLS, TOP OF 71 OCK OUT COURSES, EACH WITH BUILDING EDGES 4" O.C. - 10 FT EDGE OF THE BUILDING. ONE 'S CONTINUOUS, AND GROUTED SOLID. SEE DETAIL 9A 2 T BEAM OVER OPENING. 10 FT EACH SIDE OF RIDGES 4 VALLEYS 3. GE5-1 INDICATE Sxl6" CONCRETE BEAM REINFORCED W 2�&i : 4 215 T. CONTINUOUS AND 03 TIES BUILDING NTER'11DIATE 6" O.C. - 10 FT EDGE OF THE BUILDING. AT 6"OC. THE BOTTOM OF CB -I MAY BE FORMED W/ A CA T-C TE "BR6" PRECAST CONS. LINTEL 10 FT EACH SIDE OF RIDGES 4 VALLEYS DO NOT USE CMU TO FORM THE TOP OF THE BEAM GEi-2 NDICATES 8x16" CONCRETE BEAM REINFORCED W/ 2 B. 4 215 T. CONTINUOUS AND /3 TIES ALL HIP GIRDERS 4 GIRDERS ( 2 PLY MIN. ) AT 6"OC. TWO FOOT PASS OPENING PRECAST CONC. LINTEL REINFORCING 4 TIES. ALL TRUSSES SHALL UPLIFT CONNECTION (MIN.)(U (URA.) r— TOP HAVE ALL JACKS SHALL HAVE 850♦ UPLIFT CONNECTION (MR) (UNA.) 8500UF 5-3 INDICATE 6FIb-205 BOT. 4115 CAST-CRETE. GE5-4 SAME AS GE5-3 W/ ♦3 STIRRJPS �6" O.C: F.,GT-I SIMF'SON HD 10A W/ SIMPSON 6ST528 TO CONCRETE (4)1/8" DIA. THRU BOLT TO- GIRDER GT-1 ) GB-5 INDICATED SFI6-215 BOT.:I"5Top CAST-GRETE / W3 ((�+ GT-2 SIMPSON HD 5A W/ SIMPSON 85T616 TO CONCRETE 4 (2) 5/6" DIA. THRU BOLT TO GIRDER GT-2 ). RRUP5 ®l"O.G•IsI 1 HI UPLIFT 2900• EACH END. 4. INDICATES 2x4 6 16" O.C. STUD WALL, ATTACH F -ATES TO PRECAST PLANK WITH 0.145" DIAMETER POWDERS ACTUATED FASTENERS AT 16" O.C. FROVID TRIPLE KING STUDS EA. SIDE OF OPENING. 5. T-/ INDICATE TRUSS TYPE, SPACE TRUSSES AT 24" O.C. U .O. A TACHE EACH TRUSS AT EACH SUPPOR WITH A SIMPSON PETAL 12 HOLODCWN ANCHOR (UN.O.) SEE SCHEDULES ON 58.0 FOR TRUSS TYPES. THESE PLANS AND ALL, PROPOSED WORD- 6. ROOF DECK 15 5/6" !19/32"948/24 APA-RATED EXPOSURE 1 SH IETTHING, ATTACH EACH SHEATHING TO ARE SUBJECT TO ANY, CORRECTIONS SUPPORT WITH ad NAILS AT b" O.C. AT SHEET EDGES AND 2" O : IN THE FIELD: REQUIRED BY FIELD INSPECTORS THAT 1. 5EE THE ARCHITECTURAL DRAWINGS "DIMENSION NOT SHOWN. MAY BE NECE SARY IN ORDER COMPLY APPLICABLE C0 WITH A ; 8. C5-3 INDICATED Sxl6" CONCRETE BEAM R IRE W/ 5 "B 4 215 T. CONTINUOUS NO &TOR A- YEEKTA KAVASOGLU, 1" ISCEE, R-E. GENERAL TRUSSES NOTES: ' WOOD TRUSSES, WHICH AREA FABRICATED BY A LICENSED FABRICATOR, SHALL BE FURNISHED IN ACCODANCE WITH DESIGN o° PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER 4 THE SPECIFICATION OUTLINED BY THE " NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND ITS FASTERNING5' BY AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVESION) 4 "DESIGN SPEC- FICATIONS FOR CONNECTED LIGHT METAL PLATE WOOD TRUSSES" BY TRUSS PLATE INSTITUTES. rn ' TRUSSES SHALL HAVE MIN. RATING OF 1000 PSI. BEFORE ANY 0 SOUTHERN YELLOW PINE, DOGLAS FIR, HEM -FIR OR FIR LARCH to INCREASE SHALL BE REQ'D FOE TOP AND BOTTOM CHORDS AND WEB MEMBERS MAY BE No. 3 SOUTHERN YELLOW PINE, STUD GRADE OR BETTER AS REQUIRED BY THE ENGINEERING. THE DESIGN AND SHOP DRAWINGS, AS WELL AS THE FAB- z BRICATION OF WOOD TRUSES, WELL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE ARCHITECT / ENGINEER AT ALL TIMES. THE HANDLING, ERRECTION AND FIXING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH SPECIFICATIONS NOTED ON THE PE51GN DRAWINGS OF SAID WOOD TRUSSES AND AS PER CONTRACTOR SHALL INSTALL HURRICANE STRAPS AT EACH TRUSS, BASE ON THE MANUFACTOR USED, AS THE FOLLOWING INDICATED& LOADING UP TO (1) STRAPS. SIMPSON FOR UPLIFT LOADS USENet UP TO 980 be ETATI6 / T652 0 o UP TO WI Ibs - 11951 be ETAT20 / TSS2 UP TO 11% Ibs - 23W II (UETATI6 / T862 4 lD ETAT20 m v .r HUGHES 00 FOR UPLIFT LOAD S USE UP TO 6110 Ibs SHA 6 V SEMCC Q FOR UPLIFT LOAD S USE J El - UP TO 155 [be TAF R28 UP TO 156 Ibs - 16551 be TAPR216 UP TO 1666 The - 3330 Ibs (I) AMI(o 4 (I)tAPIb m c Z NOTE: EACH NAIL TO CARRY MAX 150 LBS __J O W CONTRACTOR SHALL PROVIDED BUILDING DEPT. OFFICAL WITH MANUFACTURE SPECIFICATIONS FOR HURRICANE STRAPS w W LL_ AT THE TIME OF STRAP INSPECTION. — �Ja- O &RAGING NOTES: J)i v (D 1. THE LOCATIONS SHOWN FOR X BRACING ARE OPROXIMATTE AND MAY BE VARIED SLIGHTLY TO AACOMODATE THE SHAPE > 0 OF THE TRUSSES. 2. ALL X- BRACING SHOW IS INTENDED TO BE SPACED AS L) 0 N EVENLY AS POSSIBLE ALONG THE LENGTH OF THE TRUSSES THET THEY BRACE, I.E. QUARTER POINTS, MID POINTS, ECT. 0 1 TRUSS BRACING TO BE MINIMUM 20-0" FROM END WHERE o TRUSSES RUN IN THE SAME DIRECTION. o 4. ALL TRUSSES ARE REQUIRED TO HAVE CONTINUOUS BRACING ALONG THEIR BOTTOM CHORDS TO MEET RIGID CELING REQUISEDMENTS„THIS BRACING MAY1x4 LUMBER AT A MAX. SPACING OF 6'-0" C.C. 5., EACH BRACING IS TO BE ATTACHED TO THE TRUSSES WITH A MINIMUM OF 2-10d NAILS AT ITS END AND AT EVERY TRUSS v h THAT IT CROSSES. rn( m x DENOTES LOCATION OF X-BRACING rr- ~ z mw z, THE BRACING FOR THE ROOF SYSTEM IS DESIGNED FOR BOTH W LUiJ POSITIVE AND NEGATIVE PRE5URE 4 MEETS THE REQUIREMENTS lh I- Q. m OF CHAPTER 23 SB.C.C.I. co I Uw w" 0: d W Ir ti PRE-ENGINEERED WD. Q TRUSSES IN VERT. a PLANE. ®24: O.C. a Q (TYR UNA) ¢ v BOTT. CHOr2D / LATERAL BRACING 2x4 DIAGONAL BRACING ATTACH TO TRI66ES W/ (2) 16d NAILS PER CORNERS 4 s INTERSECTION OF WEB MEMBERS YKA CONSULTING ENGINEiERS, INC. DIAGONAL BRACING DETAILS 6500 WEST ROGERS CIRCLE, STE. 8000 (5(p1) case -our, , REFER TO ROOF PLAN FOR LOCATION BOCA RATON, FL 33481 PE+" 41310 • DIAGONAL BRACES TO CROSS MIN: OF 2 TO MAX. OF 4 M68ES a-mai):Yekta*YKAconsulting.com EB" 6141 0 z 0 O) C v� U � J 0 00 0 a0r 2 - of n �a Drawn WB Project No. 4-1294-03 CAD FileNo. Bld'g 1 &2—ROOF Date 3110101 Drawing No. Al 13U LLMNG TYPE 2 - ROOF 1 /8" = V-0" i wv. irA R - �_ Me © WAYNE BERENBAUM ARCHITECTS AIA, 2001 THIS DOCUMENT IS RIE PROPERTY OF WAYNE SERUN ARCWIECTS, PA AND SHALL. NOT REPRODUCED WITHOUT THE WRITTEN CONSENT OF WAYNE SE BAUM ARCHITECTS PA of 101 GENERAL CONDI_TIQN I IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEClUENCE TO INSURE THE SAFETY OF THE BUILOWS AND ITS COMPONENT PARTS DURING ERECTION, THIS INCLUDES, BUT 10 NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS 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 ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR O CONFORM TO THOSE SHOWY ON THE ARCHITECTURAL DRAWINGS. 3 DESIGN LIVE LOADS ROOF 20 PSF CORRIDOR 100 PSF PARTITIONS 20 PSF STAIRWAYS 100 PSF APARTMENTS 40 PSF 4 DESIGN WIND LOAD IS 100 MPH WITH SHAPE FACTORS IN ACCORDANCE WITH SBCCI, I"I EDITION. FOUNDATIONS 1 FOUNDATION DESIGN IS BASED ON AN ALLOWABLE BEARING PRESSURE OF 3000 PSF, AS RECOMMENDED IN THE GEOTECHNICAL REPORT No. 216-001,01, DATED 21 JAN MS. PREPARED 15Y FORGE ENGINEERING, INC- 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 XPLORATIGN INFORMATION MADE AVAILABLE TO THE CONTRACTOR. 3 EARTHWORK $WALL BE PERFORMED UNDER THE SUPERVISION OF A LICENSED SOIL TESTING COMPANY TO ASSURE C0M IANCE 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 PLACE CONCRETE I. ALL CONCRETE SHALL HAVE A MINIMUI COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI, A SLUMP OF 4' PLUS OR MIND I`, 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 I OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 53. OF THE LATEST EDITION OF ACI 31S. 3. ALL REINFORCING STEEL SHALL BE �tEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRAD 60. 4, WELDED WIRE FABRIC $HALL CONFORM TO A$TM A-185, WWF SHALL BE LAPPED AT LEAST 8' AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 5'. 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 301. 6. ALL REINFORCING DETAILS SHALL CONFORM TO °MANUAL OF STANDARD PRACTICE FOR DETAILING; REINFORCED CONCRETE STRUCTURES' ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THE T E STRUCTURAL DRAWINGS. 1. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED By OTHER TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE, 6. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS SLEEVES, ANCHOR BOLTS, INSERTS, ETC, AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. 9 WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOKS $HALL 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 $TEEL, SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. It. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH, 1 1/2' ALL OTHER CASES 12. HORIZONTAL FOOTING AND TIE BEAM BARS SHALL BE BENT P-0' AROUND CORNERS OR CORNER BARS WITH 2'-6' LAP SHALL BE PROVIDED. 13, MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 45 BAR DIAMETERS TYP. EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. FOR BEAMS AND ELEVATED SLAB$, 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, MArk� WALL CONSTRUCTION I HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE K TYPE 2, CONFORMING; TO ASTM CW, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (F'm • 1500 PSI) 2 MORTAR SHALL BE TYPE M OR S, ORMING TO ASTM C210. 3 COURSE GROUT SHALL CONFORM T b ASTM C416 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' 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. S VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 8'-00. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. SEE TYPICAL GROUTING DETAILS FOR ADDITIONAL INFORMATION. 6 REINFORCING STEEL SHALL BE LAPPED MINIMUM 46 BAR DIAMETERS. 1 HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD LADDER TYPE DUR-O-WAL AT I6. O.C. UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 6 SPLICED WIRE 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. 9 WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT 16 IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT, 10 PROVIDE PRECAST CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED OTHERWISE ON DRAWINGS. SEE THE TYPICAL TIE BEAM OVER OPENING DETAILS FOR REQUIREMENTS. It PROVIDE A KNOCK OUT BLOCK OR U-BLOCK REINFORCED WITH 1 05 CONTINUOUS AT THE SILL OF ALL WINDOW OPENINGS. EXTEND 16' BEYOND EACH SIDE OF THE OPENING TYPICALLY. STRUCTURAL STEEL NOTES 1 STFP.I.ICTUfP-A.L STEEL SHALL CONFORM TO THE A16C 'SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', LATEST EDITION. 2 WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS 011 3 BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE '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 ASITI A-36. 4 STRUCTURAL STEEL SHAPES, PLATES, ETC. SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, UNLESS NOTED OTHERWISE. STEEL TUBES SHALL BE 46 KSI STEEL CONFORMING TO ASTM A-500. 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 EXCEPT AT AREAS TO BE FIELD WELDED. 1 TOUCH UP FIELD WELDS AND ANY DAMAGED AREAS OF PAINT IN FIELD AFTER WELDING. (USE GALVANIZING PAINT FOR TOUCH UP OF GALVANIZED STEEL). 6 ALL WELDS SHALL BE VISUALLY INSPECTED BY AN APPROVED LICENSED TESTING COMPANY. SEE SPECIFICATIONS FOR ADDITIONAL TESTING REQUIREMENTS, I WOOD CONSTRUCTION SHALL CONFORM TO THE AFPA 'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION', LATEST EDITION. 2 ALL FLOOR AND ROOF MEMBERS SHALL HAVE BE SOUTHERN PINE, GRADE NO2, UNLESS NOTED OTHERWISE. 3 ALL NAILS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE. PREFAQRICAT-EQ WQ CQQ TRUSSES I ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. CLIPS OR ANCHORS TO BE APPROVED BY ARCHITECT. 2 PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE 'NATIONAL DESI N SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS` AS RECOMMENDED 15Y THE AMERICAN FOREST AND PAPER ,ASSOCIATION. 3 TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4 TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WiPH AN ENGINEER'S SEAL FOR APPROVAL BY THE ARCHITECT. DESIGN NOTES TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION OF THE CONNECTOR CAPACITIES AND MANUFACTURER'S LICENSE TO FABRICATE TRUSSES UTILIZING THE CONNECTOR SYSTEM PROPOSED, 5 THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING; SIZE, SHAPE AND LAYOUT PRIOR TO SUBMITTAL FOR REVIEW BY THE ARCHITECT AND BEFORE FABRICATION HAS BEGUN. 6 BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS- 1 ALL MISC. WOOD FRAMING SHOWN ON STRUCTURAL DRAWING$ SHALL BE NO, 2 SOUTHERN PINE. 8 CONTRACTOR SHALL MAINTAIN ON THE SITE TWO SETS OF APPROVED TRUSS SHOP DRAWINGS AND CALCULATIONS, WHICH BEAR THE SEAL OF THE SPECIALTY ENGINEEP, ONE SET SHALL BE PROVIDED TO THE BUILDING INSPECTOR AT THE TIME OF HIS FRAMING INSPECTION. PRE-ENGINEERED METAL STAIRS I THE STAIR MANUFACTURER 16 RESPONSIBLE FOR THE DESIGN OF ALL METAL STAIRS, LANDINGS. AND THEIR CONNECTIONS TO THE BUILDING'S STRUCTURE. SUBMIT SHOP DRAWW-z5 AND DESIGN NOTES WITH A FLORIDA REGISTERED ENGINEER'S SEAL FOR APPROVAL BY THE ARCHITECT. T-2 0 wr, L - T-12 fM-9NQINEERE0 Lira TGACsE <' 5 TYP�B I TRUSS PROFILES ARE FOR GENERAL CLNNFIGURATION OF TRUSSES ONLY. WEBS ARE NOT SHOWN, BUT SHALL BE THE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE SPECIFICATIONS. 2 THE TRUSS MANUFACTURER SMALL DETERMINE ALL SPANS, WOMWx PINTS. BEARING POINTS AND SIMILAR CONDITIONS. SEE THE STRUCTURAL FRAMING PLANS, SECTIONS AND ARCHITECTURAL DRAWNGS FOR BEARING ELEVATIONS, SLOPE POINTS, ETC. 3 ROOF TRUSS DESIGN LOADS: TOP CHORD LIVE LOAD 20 F'SF AT FLAT ROOFS lkr PW AT SLOPED ROOF (GREATER THAN 4d2) TOP CHORD DEAD LOAD 32 PSF (INCLUDES 25 FW FOR CEMENT ROOF TILE) BOTTOM CHORD DEAD LOAD 10 PSF WIND LOAD hW MPH PER 65C-1V TRUSS MANUFACTURER SHALL DESIGN TRUSSES FOR ALL DEAD LOADS FROM MECHANICAL EQUIPMENT, PLUMBING, ETC. THE MANUFACTURER SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CONTRACTOR TO DETERMINE THESE LOADS AND THEIR LOCATIONS. LOAD$ SMALL BE COMBINED PER ASCE-1. 4 PIGGYBACK TRUSSES AND VALLEY SET TRUSS OVERFRAMING ('VS') SHALL ALSO BE DESIGNED BY THE TRUSS MANUFACTURER. TRUSS MANUFACTURER IS ALSO RESPONSIBLE FOR THE DESIGN OF ALL PIGGYBACK OVERFRAMING, AND TRUSS TO TO TRUSS CONNECTIONS. 5 TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN OF ALL BRACING (PERMANENT AND TEMPORARY) REQUIRED FOR THE STABILITY AND STRUCTURAL SOUNDNESS OF THE TRUSSES DURING ERECTION, AND IN THEIR FINAL CONDITION. THIS'BRACING SHALL BE CLEARLY SHOWN ON THE TRUSS SHOP DRAWINGS. THESE P LANS AIND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH A16L APPLICABLE CODE' mM1I 400colm� Im Q C) 0 (f7 W M 1= L:1 W C) � W C) U >Q a_ V) O Paz I C z (C IW- a Q = I W IW, Q� �F Q U h U Q a 0 m 1m Project No, 4-1294-03 CAD File No. Bld'g1 Date 3/10/01 Drawing No In z 0 V) 6 z 70 r ICI Q LL. r o m 0 m' J 40 06/04/1999 09:40:34 Palm 100% Veltum 0f 4' TI41CK CONCRETE REiI ORCED U WIRE MESH DYER 6 MI POLYETHYLENE 1 MLL-rxRAD FILL COMPACTED To 35� TWO LA OF W.WM. AT WALL FOOTM, , GMU WALL BEYOND 46° (2 'LAYk.RS) SEE PLAN FOR VERT, REINFORCEMENT DOWELS TO MATCH PERT. REINF. - LAP MIN 4$ BAR DIA, THREE - BARS, AT I'EKIMETt�__(TYF. WIWI ) CONTINLIOU5 3' GLR TYP EXTERIOR FINISH Csw'4DE 5HALL11E S' 3G:HED, (MINIML4^U A50,e 60iT'M OF FOOT& SEE PLANS AND PLAN . ES LOCATION GROUTED N ELLSFOR STOP GROUT MIN 1 1/2' BELOW TOP �3 OF UNIT IF POUR 15 STOPPED FOR MORE THAN ONE HOUR 47` g MAX HEIGHT OF LIFT = V-0`, MAX HEIGHT OF POUR a S'-0'' WAIT 3 TO S MINUTES AND CONSOLIDATE WITH FLEXIBLE CABLE VIE31;Z4TOR. RECONSOLIDATE LATER BEFORE PLASTICITY IS LOST. WAIT MINIMUM 30 MINUTES BEFORE PLACING NEXT LIFT. GROUT TO CONFORI"1 TO ASTM C416. SUBMIT MIX DESIGN FOR REVIEW. MAXIMUM AC<AQWATE SIZE = 3,0'. SLUMP a V TO l0'. DO NOT USE SAME MIX AS USED FOR TIE BEAMS. PROVIOE CLEAN OUT HOLE MINIMUM SIZE 3°x 3`. ALL OVC-R14ANGM MORTAR AND DEEMS TO BE REMOVED ' FROM INSIDE THE CELL WALLS, C-1.65,E PRIOR TO GROUTING, BUT AFTER ACTION. .. . All `` • X • t i r NOTE: .'; DO NOT GROUT UNTIL MORTAR HAS ': • SET SUFFICIENTLY TO WITHSTAND ' THE PRESSURE OF THE GROUT. WAIT NOT LESS THAN 24 HOURS TYPICAL HIGH L I T QU I iNG SECTION � SCALE: NTS 05 VOWELS TO MATCH CMU VERT REINF LAP MIN 30` AT CMU •4 CONT 04 X 4'-0' LOWx AT 4V Or, IN GROUTED KEYWAY OR CORE TYPICAI. TIE BEAM - SCALE: 3/4' SEE PLANS AND PLAN NOTES FOR LOCATION OF GROUTED CELLS 40 BAR DIAMETER LAP SPLICE TYPICAL N I Z LAY UP NEXT 4'-0- OF WALL AMM IiA_ LOIJJER $ECTIONI IS G GROUT TO COdFORM TOIASTM C416, SUBMIT MIX DESIGN FOR REVIEW. MAXIMUM AGGREGATE SIZE SAW. SLUMP a V TO IV. DO NOT USE SAME MIX AS USED FOR TIE BEAM$. MAXH-IU M LIFT a 4'-0' ;: NOTE; �•-- DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT NOT LESS THAN 24 HOURS w ter.•.,•' SCALE: NTS a7� 45 DOWELS TO MATCH — CMU VERT REIN. LAP MIN 30' AT CMU "4 CONT S' PLANK UNTOPPED� 04 x *-0' LONG AT 45' O.C. IN GROUTED KEYWAY OR CORE TYPICAL TIE BEAM �ECTION 12 SCALE: 3/4' a 1'-0' (ii "5 CONt�'CONT� JOINT TO BE TOOLED 0 0. OR SAW -CUT AND FILLED WITH LIQUID POLYMER JOINT SEAL ANC e -4 W CUT ALTERNATE WIRES AT JOINT LOCATION --- JOIN I i SCALE: NTS see ,' S«I SLAB -ON -GRADE ONLY SEE FOUNDATION PLAN FOR LOCATION OF CONTROL JOINT$. SPACING NOT TO EXCEED 20'-0- FROM CONTROL JOINT TO CONTROL JOINT TYPICAL, 05 DOWELS TO MATCH -- CMU VERT REINF. LAP MIN SO' AT CMU •4 COW V PLANK UNTOPPED� TYPICAL TIE BEAM NOWN `- 4' PLANK 04 DOWELS AT 4W O:C. IN GROUTED KEYWAY OR CORE 24° 1 ON se I 12 5ECT r3 SCALE: 3/4' z I'-0'$«� 04 CONC. FTCs. SEE PLAN F >ft $4ZE A74p FIERNF 05 DOWELS TO MATCH CMU PERT REIN. LAP MIN 30' AT CMU "3 TIES 6'-0' w/ 04 x 24" LONG DOWEL IN GROUTED CORE INTO 0• TYPICAL TIC BEsiM 0) KNOCK -OUT COUR59% EACH w/ (1)15 CONT., GROUTED SOLID ~ T I ON p SCALE:3/4 NOTE: HANDRAIL NOT SHOWN HANDRAIL SHALL BE DESIGNED TO CLEAR SPAN HORIZCNTALY BETWEEN MASONRY WALLS AND SHALL NAVE NO STRUCTURAL ATTACHMENT TO THE PRECAST CONC. FLOOR SLAB OR ITS TOPPING. 04 C NT 4' PLANK T ION SCALE: 3/4' a i'-0' 04 CCNT 05 DOWELS TO MATCH — CMU VERT REIN. LAP MIN 30' AT CMU S" PLANK 04 CONT UNTOPPED '4 DOWELS AT 48' OjM^ - —� IN GROUTED KEYWAY OR CORE 24' / CONC BM -SEE PLAN....../ CASTCRETE IsRs, PRECAST LINTEL AS BOTTOM FORM FOR SEAM n PftCAST !2 1/4 3' GLR sS DOWELS TO MATCH CMU VERT REIN, LAP MIN 30' AT CHU `— b4 DOWELS AT 4I3' O,C. IN GROUTED KEYWAY OR CORE 24 .. '�'--•-•-TYPICAL TIE BEAM SCALE:3/4' = 1'-0' « oYa 4 CONT 4' GONC SLAB • SEE PLAN ADD'L. (2) fs CONT CONC FTCZ eeyoNo - SEE PLAN FOR SIZE AND RENF 65 DOWELS TO MATCH CMU VERT REINF, LAP MIN SO' AT CMU TYPICAL TIE BEAM o° GJ 5 >c L M < w to L1 a w Z U ��•• '"^�L. I— Q L 3 0 a 1 ON SCALEs3/4' - E'-0" n z Li Uj o z„ z W ti4 mI I O Cr o� THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO r COMPLY WITH ALL APPLICABLE CODES. :2!RbLj% �. tl 04 CONT 30 x x- _x -- 500 000000©0 W w '4 DOWELS 4' PLANK ` AT 24' OG, 12 r- l 0 0 ?� a I"-0 PRECAST CONCRETE In ° % STAIR a / Drawn CONK OF STAIR TO WB CASTCRETE '12FI2-23' PRECAST/ SEAM BY STAIR MFG. Project No. SUBMIT SHOPORAWI Gs 4-1294—Q3 CMU BEAM w/ (2) 03 CONT BOTTOM TO Tt lIS L-NC�INSEFz • FILLED WITH GROUT CAD File No. Bld' l Date T I O`�i 6 3/10/01 I � i Drawing No. $C"ALE:3/4' t I'-4i' S o 2 i of _ L 13 06/04/1999 M40:35 Pa Lm 100% beLLum IA me RLA�I FOR VERT fMINFOia''CEMENT O L$. TO MATCH VERT. RENF. - LAP MIN 46 BAR DIA. t41 9 �r 3' CLf2 8d NAILS AT 6' O.C. CONT 2x8 w/ (2) 3 LONG TAPCON SCREWS AT 8' OC, TYPICAL CMU TIE C.I.P CONC CURB - TOP OF CURS TO MATCH UNIT FINISHED FLGX;PRS 4' CONC SLAB - SEE PLAN CONC. FTC:m, 5EE PLAN FOR SIZE AND REINF SEE PLAN FOR PERT, REINFORCEMENT DOWELS TO MATCH PERT. REINF. - LAP MIN 48 BAR DIA. 10 su Q 9 3' CLR TYP C.I.P GONG CURB - TOP OF CURB TO MATCH UNIT FINISHED FLOORS 4' CONC SLAB - SEE 'FLAN CONC. FTC,. SEE PLAN FOR SIZE AND RENT SOOTING GA� SCALE-. 314' = P-O' GABLE END TRUSS w/ VERTICAL WEBS AT 24' MAX. - SHEATH PER All/A4J t SIMPSM 141 EACH TRUSS w/ (4) 8 ;Ixi In' NAILS AT WOOD PLATE AND (6) $dxl 1/2' NAILS AT TRUSS 15 BOWELS TO MATCH VERT WINF 24' SEE PLAN FOR VERT. REINFORCEMENT DOWELS TO MATCH VERT. REINF. - LAP MIN 48 BAR DIA. 4' CONC SLAB - SEE PLAN �...__--�_ (5) ID e?NT 501-TOM 3' CLR TYP I SECT l01� 0 a " SCALE:3/4' - I'-2i' %— CONC. FTGs. SEE PLAN FOR SIZE AND REIW r rnwa.a-,Nu Y c+cra � SEE PLAN SECTION � SCALE:3/4' - 1'-0' TRUSSES ARE NOT O SE SUPPORTED 13Y 'PHE WOOD FRAMING. BUT BY THE CANTILEVERED CONCRETE SEAMS(SEE L:1 V� (4)124 MAILS TYPICAL 1/16' APA RATED SHEATHIN63 (EXPOSURE 1)w/ 8d NAILS AT 6' O.C. AT SHEET EDGES AND 12' O.C. IN THE FIELD 2x4 STUD FRAMES AT 24' OC. MAX. Y I. _ T !O *GALE, �/4' = P-01 SIMPSON U24 EACH FRAME COW P.T. 2x4 PLATE w/ 1/2' DIA EXPANSION BOLTS (MIN 4 I/4' EMBED) AT 24' O.C. MAX. - TYP SECTION N ROOF TRUSSI 24` O.C. SIMPSON WI I TWS$ (4)16d NAIL - TYPICAL PARALLAMI - SEE PLAN 2x4 FRAMES 24' O.C. MAk VA 'r ARCW Dw�sa //�� { Q 4� t �[ G` SCALE: 3/4' P-O- $1NPSON H'3 AND U24 EACNFRAME ROOF TRUSSES NOT SHOUIN FOR CLARITY AT CMU T1EBEAM PROVIDE PRECAST CONCRETE U-SHAPED LINTEL FOR BOTTOM COURSE OVER OPENING:$ 2x4 BRACES w/ (2)12d NAILS - SPACE AT 36' OC. MAX �O 1-''Z •4 COLT 8' PLANK wITOPPED SIMP$CK HETAL WOL00OWN--- AT EACH TRUSS, UND. SEE PLANS AND PLAN NOTES FOR 0 0 � 0000 SIZE$. WRAAPSPECIFICAROUNDIONS AND TRUSS CHORD AS SHOWN. 104 DOWELS AT 48' OC. IN GROUTED KEYWAY TYPICAL CMU TIE TYF'lCAL TIE BEAM OR GG (2W BEAM CgT TIE OF (2) KNOCK -OUT 24' COURSE$, EACH w/ (US CONT, GROUTED SOLID CT ION 1 SCALE,-3/4' : I'-v Sit EXTENT OF CONC SEAM WHERE INDICATED PRE-E?, s D ROOF TRUSSES AT 24' IS DOWELS TO :wares-s ,iERr RESNi= 24' m 0 Q sn z 0 to cr w 10 � c = K a W �y 6 4 N Q J Cy - O AT CMU TIESEAM EXTENT OF CONC BEAM u W x 0 PROVIDE P 'RECAST CONCRETE U-SHAPED WHERE INDICATED? ROOF TRUSSES OR 1. W J LINTEL FOR BOTTOM PLANK/WALL ABOVE NOT SHOWN < U n Q COURSE OVER OPENNCsS Z) O < TIISM = PLANK_ h ;I Q Ld I Y! I OR TRUS$ BI—Q _ 0 ..� ... .� ..a ... 1 � 8' ul 8' Whitt qb i= P Y zn OPENING n THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO ROOF TRUS$EF/ COMPLY WITH ALL APPLICABLE CODES, NOT SHOD N. T/BM = TRUSS SEAFUNds U CONT., EXTEND SACK INTO I OF� CM ALL FOR FULL LENGTHWALL 8'. 'CASTCRETE '8F8' PRECAST --- CONCRETE LINTEL x 6'-6' LONG, EXTEND BACK INTO CMU WALL TO FORM TOP COURSE OF TYPICAL TIEBEAM. EXTEND "a CONT FROM TIEBEAM OUT INTO CANTILEVER, AND GROUT SOLID. 1-- 4' PLANK 04 DOWELS AT 48' OC. N GROUTED KEYWAY OR CORE SCALE:3/4' n 0 - SCALE:3/4' 40 14 17 I� __ _.___—_—M --w ._.—_-^ ...,. 24' SCAL.E:3/4' s I'-0' N N n O M O l x En �' L f Z ' y = z m m' m �m U wb Ld w Q wa o� 0 z 0 v '- �o $o o< Drawn WB Project No, 4-1294-03 CAD File No. 61d'g1 Drawing No. S503 _ of 1 2 4 1 14 15 16 1 11 2 El METER CENTER SERVICE ENTRANCE CALCULATIONS NEMA 3R, METER CENTER 12 APARTMENTS AND HOUSE PNL MODULES SQUARE-D OR NEMA 3R, METER CENTER MODULES KW EQUAL W/(6) 100A, 2P, SQUARE-D OR EQUAL W/(4) 100A, B2 B1 B1 B2 B2 B1 RA GE 96.0- 120/24OV. 22,00GAIC 2P, 120/240V 22,000AIC BRANCH BRANCH CKT. BKRS. (TYP. CKT.BKRS. & (1)60A, 2P, 120/24OV, All CONDITIONING 60.0 0.0 DERS FOR 2 MODULES) 22,000AIC BRANCH CKT BRK. FOR HOUSE PANEL 2ND FLOOR WASHERS 18.0 -- - REFRIGERATORS 8.4 4P, Si, TIME SWITCH DISHWASHERS 14.4 NEMA 3R, 3#4 1" WATER HEATERS 54.0SODA, 2P, 2P, THRU PHOTOCELL (TYPICAL FOR SMALL APPLIANCES 36.0 240V,H'R CKTS. H3/4 & 62 B1 B1 62 62 B1 12 UNITS) LI HTS WAND RECEPTACLES 40.0 I PLAN B2 PLAN 61 65,000AIC IN H PLAN Bt CKT. BKR. / TO AL WITHOUT DEMAND 396.8 ® 1 MODULESQUARE-D. 3#6 1" NEC T BLE 220-32 O "r O 0 0 GROUND TO BLDG. STEEL = 678 AMPS 0 — H1 - J REINFORCEMENT BARS 40 0 0 W/#3/0 CU CONDUCTOR AS PER NEC 250-81(B) HOUSE PANEL "H --_ 17 AMPS Wp &250-94(B) GND FLOOR TO AL 695 AMPS H1 TO FPL TRANSFORMER vp (3) SETS OF 2#400 MCM & ©p ° 1 #3/0 THWN AL 3" PVC. 0a NEUTRAL Vm CALCULATION KW eI O p p H1 1 L REC ELECTRICAL RISER DIAGRAM BUILDING TYPE II EPrsMALL APPL (72 Kw) © H1 H1 p © ©© FI ST 3.0 KW ® 100% 3.0 N.T.S. KW 9 0 35% c 26.0 (] TRATORS 0 100% 8.4 R FRIG U) D)HWASHERS 0 1 DO% 14.4 W SHER 0 100% 18.0 D YER 27 KW 0 70% 19.0 0 m_-F _ o GE 27 KW 0 70% 19.0 O H1 \ O L 00 N TOTAL 107.8 0 0 1 PREWIRED IN EACH UNIT BY GENERAL 1 L7800/240V = 449 AMP5FIRST 'OOA 0 100% �700 AMPSPLAN B1 PLAN B2 CONTRACTOR (INCLUDE RECEPTACLES GENERAL CONTRACTORR TO PLAN B2 OTHER OUTLETS & COVER PLATES 0 EA. OUTLET.) PROVIDE CONDUIT W/ PULL STRINGS N 49A 0 70% 174 AMPS TO EA. UNIT. SEE UNNNNIT PLANS NEUTRAL LOAD 374 AMPS SEE UNIT PLANS, FOR HOME -RUN BOX LOCATION 2ND FL. (CABLE BY PHONE CO.) HOUSE PANEL "H" 9 AMPS 3/4„ TOTAL 383 AMPS H7 1ST FL. J _ 3c m a TELEPHONE ry TERMINAL BOARD TO PROPERTY LINE (2) 3" PVC J -i W COORDINATE W/TELEPHONE CO.LL U FIELD REPRESEN TITIVE 0-, Lyj W TELEPHONE RISER DIAGRAM Q 0 0 N.T.S. Z 10- F= _ Fi z cn � BUILD ING TYPE II - SECOND FLOOR Q FIRE DEPARTMENT PRIOR TO INSTALLATION OF CU-2 SCALE: 1/8" = 1'-0" CU-2 CU-2 " < p CONTRACTOR TO SUBMIT SHOP DRAWINGS TO L 4" CONC. PAD 4" CONC. PAD 4 CONC. PAD Q� LL ALL FIRE ALARM DEVICES. 2ND FLOOR „ CU-3 CU-3 v , T CU-3 MTD. 0 j -9 A.F.F. FIRE ALARM OPERATION (TYPICAL) - FIRE ALARM SYSTEM TO BE AS INDICATED ON DRAWINGS. SIGMA 4 4 4 G Q H5 H 5 v HORN/CIRCUIT PER FLOOR 4 G ❑ ❑ 0 c G - SYSTEM TO OPERATE AS GENERAL ALARM. STROB/CIRCUIT PER FLOOR FAP 1ST FLOOR 3 0 o - ALARM TO ANNUNCIATE AT MAIN PANEL NOTE H3 CABLE PENETRATION INTO OR THROUGH PLENUM 0 230 3R - HORN TO OPERATE ON ALARM UNTIL SILENCE AREAS USED FOR TRANSFER OF ENVIRONMENTAL DIAL TONE H7 _ — Nr AIR SHALL BE TEFLON INSULATED TYPE OR OF V. c _ — FOR CKT NUMBER - STROBE UNITS TO OPERATE UNTIL RESET. AN APPROVED TYPE IN ACCORDANCE WITH SECTION NOTE: ALL CONDAT T BE 1/2"EMT MIN. UNLESS OTHERWISE NOTED 30 SEE APARTMENT - APT. SMOKE DETECTORS TO OPERATE IN TANDEM 760.2 OF TH NEC. NF PNL SCHEDULE ON S ALARM RIDER DIAGRAM FOR CKT NUMBER SHEET E-3 ` N IN APARTMENT ONLY. CONTRACTOR TO PROVIDE BATTERY CALCULATION N.T.S. w SEE APARTMENT H1 - (TYP. OF 4) 24 H AND 5 MIN. ALARM PNL SCHEDULE ON 0 • TON 0 _ — d COORDINATE EXACT LOCAL wP SHEET E 3 n FIRE ALARM NOTES. FIELD W/FPL REPRESENTATIVE Q a F (TYP. OF 2) co F - CONDUCTOR TYPE & SIZE: wr — — — 0�. 53 LEGEND Z FIRE ALARM 2##ts FPL —DATA 04 (ALL EQUIPMENT TO BE EDWARD SYSTEMS 2#14 FPL - HORN PANEL PLAN Bt PLAN 62 PLAN B1 y1 ## Lu 2 14 FPL - STROBE LTS. H 1 TECHNOLOGY OR EQUAL.) - RACEWAYS SIZE: MINIMUM 1/2" O ® ® DC L J 0 �� uJ m FACP MAIN FACP EST2 W/BATTERY - EQUIPMENT: EST OR EQUAL 0 0 0, u W BACK-UP. NEMA 3R ENCLOSURE BAG - W -ALL COMPONENTS SHALL BE UL APPROVED FOR r� FIRE SERVICE USE AND SHALL BE COMPATIBLE. 4, MANUAL STATION x - FIRE ALARM SYSTEM SHALL BE "POWER LIMITED". 51 L] H1 3 E s[ HORN STROBE COMBINATION WALL MOUNTED E_ / - VISUAL ALARM PER ANSI Al17.1.4.26 Wp SIGH -PS PHOTOELECTRIC SENSOR W/ - SPRINKLER TAMPER AND WATER FLOW © (D ® STANDARD BASE SHALL BE MONITORED OFF SITE PREWIR D B GENERAL CONTRACTOR ° ALL FIRE ALARM DEVICES TO CABLECO. TWO PROVIDE CONDUIT e O H1 SIGA WTM MODULE FLOW & TAMPER / PULL STRING TO © H1 1 - 0 BE LABEL FROM FACTORY 1 H1 ° © S� ® COMBINATION FOR DAMP LOCATION ". OTHER OUTLETS�' N 0 KITCHEN WP APPROVED SEE UNIT P �j SL STROBE LIGHT WALL MOUNTED _COMPLY WITH: v 2ND FLOORF -t 7-6 NFPA 101 — pd MINIHORN 24V VDC WHITE ANSI A 117.1, 4.26 3 4 CHAPTER 4A-48 J - a MONITOR DRY CONTACT EQUIPMENT UL 1ST FLOOR o MODULE TO ® CT s NFPA 70 CHAPTER 760 ® D ❑ PER T RMIN L BARD 3/4" PVC O I �, O O - TAMPER WITCHES AS PROVIDE FLOW AND TAME S i 0 SPRINKLER PLANS, IF IT IS REQUIRED. TO PROPERTY LINE 2" PVC COEODDINAT EW/CABLE TV CO. — - PLAN B2 PLAN 81 PLAN 62 FIL10 CABLE TV RISER DIAGRAM 2 ?J 3R - - C *+ B a 0 o. a FOR GKT NUMBER N.T.S. SEE APARTMENT H1 2 30 3R PNL SCHEDULE ON NF SHEET E-3 FOR CKT NUMBER (TYP. OF 2) ,' SEE APARTMENT _ PNL SCHEDULE ON — — g SHEET E-3 a wP (TYP. OF 4) H9 °y c 0 H5 c Drawn x.x. H5 CU-3 CU-3 CProject No. U-3 01089 NOTE: FINAL LOCATION AND QUANTITY OF CAD File No. FIRE ALARM DEVICES, EXIT SINGS 4" CONIC. PAD 4" CONC. PAD 4" CONC. PAD ERNESTO R.TORRE3 AND EMERGENCY LIGHTS AS PER CU-2 rCU-2 PE# 0049958 E.E. CU-2 EN00 ENGINEERING Date RE DEPARTMENT REQUIREMENTSFLORIDA ENGINEERING SERVICES THESE PLANS AND ALL PROPOSED WORK BUILDING PE II - FIRST 'FLOOR MECHANICAL AND ELECTRICAL 07/03/01 CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ARE SUBJECT TO ANY CORRECTIONS SCALE: 1 /8" = 1'-0" ENGINEERS Drawing No. FIE DEPARTMENT PRIOR TO INSTALLATION OF REQUIRE® BY MELD INSPECTORS THAT A FIRE ALARM DEVICES. r MAY BE NECESSARY IN ORDER TO ;, "t;.....I .. .5 * THRU TIME SWITCH &PHOTOCELL COMPLYWIT14 ALL APPLICABLE CODES. N ** CSl T H STREET PROVIDE LOCK -OFF DEVICE �y1 NORTH MAMIBEACH, FL. 33169 a TELEPHONE: 305 653-0212 m FAX: (3053 653-0232 o of --- I cW5 W. 1 2 3 4 5 g g 10 1 1 1213 14 15 16 m 0 s PANEL AMPS VOLTAGE CIRCUITS WIRE PHASE MAIN/AIC MOUNTING LOCATION CATALOG NUMBER H 125 120/240 12 3 1 LUGS ONLY SURFACE OUTSIDE NEMA 3R CKT: NO. WIRE COND INCH CKT BKR SERVING WATTS CKT. NO. WIRE COND INCH CKT BKR SERVING WATTS POLE AMPS POLE AMPS 1 12 1' 2 1 20 ` CORRIDOR LTS 800 2 8 3/4 2 20 OUTSIDE LTS 1500 3 12 1 2 1 20 FAP 300 4 5 12 1 2 1 20 OUTSIDE RECEPT 720 - 6 - - - SPACE - 7 12 1 2 1 20 TELEPHONE RECEPT. 180 8 - - - - SPACE - 9 - - - - SPACE _ 10 - - - - SPACE - 11 - - - SPACE - 12 - 11 - - - SPACE - TOTAL 2000 TOTAL 1500 LINE CALCULATIONS WATTS TOTAL AMPS LINE NEUTRAL CALCULATIONS WATTS TOTAL AMPS NEUTRAL CONTINUOS LOAD 2300 CONTINUOS LOAD 800 + 25 % OF CONTINUOS LOAD 575 17 + 25 % OF CONTINUOS LOAD 200 9 + NON -CONTINUOS LOAD 1200 + NON -CONTINUOS LOAD', 1200 TOTAL 4075 TOTAL 2200 FEEDER THHN CU: 3#6 1" SIEMENS, GENERAL ELECTRIC OR SQUARE-D WILL BE APPROVED, CATALOG NUMBER SHOWN: SQUARE D - Iq I J ELECTRICAL LEGEND 120V. 120V, DUPLEX RECEPTACLE. ABOVE COUNTER, DUPLEX RECEPTACLE. �c 120V, GROUND FAULT INTERRUPTER, DUPLEX RECEPTACLE. 12 120V, SPLIT WIRE, DUPLEX RECEPTACLE. (HALF FOR DISH WASHER AND HALF FOR GARBAGE DISPOSAL) {� 120V, SINGLE RECEPTACLE. 120V, HALF SWITCH DUPLEX RECEPTACLE 240V, 30A DRYER RECEPTACLE. ® 240V, 50A RANGE RECEPTACLE. Ln TOGGLE SWITCH. 01 3 WAY TOGGLE SWITCH. 12 WALL MNTD JUNCTION BOX QI WALL OUTLET - MOUNT 0 60" AFF (UON) 12` TELEPHONE OUTLET QF BATHROOM FAN 6 G 12 ELECTRICAL PANEL 0 CKT. BKR. PROVIDED W/AC AIR HAND. UNIT DISCONNECTED SWITCH 120VAC/BATTERY APARTMENT SMOKE DETECTOR s® INTERCONNECTED WITH OTHER SMOKE DETECTORS INSIDE UNITS (CEILING MOUNTED) 120VAC/BATTERY APARTMENT SMOKE DETECTOR F@ INTERCONNECTED WITH OTHER SMOKE DETECTORS INSIDE UNITS (WALL MOUNTED) WP WEATHER PROOF Q CEILING OUTLET C) RECESSED INC. FIXTURE (HI -HAT) ❑Q MINI HORN (FIRE ALARM) J JUNCTION BOX 7 RECIRCULATION FAN LIGHT IN ATTIC SPACE. AT SECOND---' FLOOR UNITS ONLY. ss 4 1 5 1 6 1 1 8 1 10 1 11 1 112 13 1 14 1 15 1 16 149 L 14 ❑ ❑ 414 14 12 14 20 14 12 l DEC 2 SOLARIUM SOLARIUM DECK WP G 14 14 12 WP 14 MASTER BEDROOM_JJ BEDROOM 2 14 - - 20 14 MASTER BEDROOM 124 - -p J 14 14 TV 12 TV N J PARTIAL PLAN A2 PARTIAL PLAN 132 , P6SCALE: 1 /4" = 1 `-0" SCALE: 1 /4" = 1 `-0°` LIVING 16 1 LIVING 20 3 ®18 14 14 J 3 - 16 18 16 0 - 186 ®18 12 618 - - 12 16 n1L Tv GENERAL ELECTRICAL NOTES 18 PNL 18 - G 61 6 - 1. ALL WORK SHALL CONFORM WITH ALL LOCAL, STATE, FEDERAL ORDINANCES AND BUILDING CODES GOVERNING THE INSTALLATION OF THE ELECTRICAL 14 ° - SYSTEM. IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY 3 V) 12 3 TO OR CONFLICTS WITH LOCAL ORDINANCES, BUILDING CODES AND REGULA- 18 TIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE ARCHITECT/ - 12 0 ENGINEER BEFORE SUBMITTING A BID. THE ARCHITECT ENGINEER WILL 6 ° 1 i THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED, 1$ 5/7 2. THE DRAWING ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY I° 8 - - - o 0 SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS 18 p G SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND G J 10' SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL'7g � 20 �� B FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES 2Q 10 17T� TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED AND MAINTAIN 1 /19, G MAXIMUM HEAD ROOM, OR SPACE CONDITIONS AT ALL POINTS. WHERE HEAD G 5/7 W12 --� 2 4 I KITCHEN ROOM, OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT/ENGINEER J 8/� / 18 J - 13/15 J 18 SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRAC- X TOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD MODIFICATION IN LAYOUT X KITCHEN 10 AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR 1 ° DINING 18 J DINING PROPER EXECUTION OF THE WORK. LIGHT IN 8 21 � I -I 18-- ( 8 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR AT ATTIC SECONDE 18 L m Q 10 WILL BE REQUIRED TO FURNISH, INSTALL AND/OR CONNECT WITH APPROPRIATE FLOOR UNITS 1 - S SERVICES ALL ELECTRICAL ITEMS SHOWN ON ANY OF THE ARCHITECTURAL, ONLY. 8- FaG 1 8 0! 0 J G G 10 PLUMBING, AIR CONDITIONING, SPRINKLER, DRAWINGS WITHOUT ADDITIONAL O G EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFERENCES OR G G LL_ H Ury 1 3 OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE ARCHITECT/ ENGINEER 1N AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE 10 1 3 10 ^ W d r� -� SUBMITTED. Q PLAN A 4. VERIFY SERVICE CHARACTERISTICS, LOCATION AND CONNECTION WITH TELEPHONE P Lpp��AN Of AND ELECTRIC UTILfrY COMPANIES PERFORM ALL WORK RELATED TO SERVICE IN z SCALE: 1 / " 1 `-0" UTILITY AND CCORDANCE ITEQUPM AMATERIALS SCALE: 1/4" = 1'-0" 7 U _ L- UIPMENT ATANEAT AND FIRST CNDARDS 5. INSTIALLCT AND EQH LASS WORKMANLIKE U MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACE- Q Fy MENT OF ITEM WHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMAN - Of LIKE APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE IMMEDIATELY > O WHEN DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRAC- O_ TOR. PNL AMPS VOLTAGE CKTS WIRE PHASE MAIN MOUNT MANUFACTURER TYPE Al 125 120/240 24 1 3 1 1 1 LUGS FLUSH: SQUARED 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 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 & RECEPTI 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) 885 SQ FT ® 3 WATTS/SQ FT TWO 20 AMP SMALL APPL CKT ® 1500 WATTS RANGE Ew 6. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY HIM 2.7 OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER 113.0 TRADES OR OTHER CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR SHALL *i 8.0 REMOVE AND REPLACE, AT HIS EXPENSE, ALL ELECTRICAL WORK WHICH MAY HAVE 5.0 TO BE REMOVED BECAUSE OF INTERFERENCE WITH OTHER TRADES. 4.5 1.2 7, THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS ASSO- 0.7 CIATION DUES, ROYALTIES, AND TAXES OF WHATEVER NATURE SHALL APPLY TO THIS 1:5 WORK. HE SHALL ALSO PAY ALL INSPECTION FEES AS MAY BE REQUIRED BY LAW ' OR ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF THE LAWS', RULES OR ORDINANCES. 26.6 10.0 8. ALL WIRE SHALL BE COPPER UNLESS OTHERWISE NOTED, IN RACEWAY. 4.� 9. WIRE UP COMPLETE ALL THE A/C EQUIPMENT AND CONTROLS AS DIRECTED BY A/C CONTRACTOR. CONTROL WIRING SHALL BE SEPARATE RACEWAY FROM POWER 20.6 WIRING. 10, PROVIDE RACEWAYS AND PREWIRE TELEPHONE SYSTEM COMPLETELY. } W 11. PROVIDE EMPTY RACEWAYS FOR CABLE 1Y RISERS t (5.7 KW) 3.0 12. PROVIDE MEANS "FURNISH AND INSTALL". 1.0 0.7 13. COORDINATE WORK WITH WORK OF OTHER TRADES TO AVOID ALL CONFLICTS. 1.5 14. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. 1.2 5.6 15. PROVIDE TEMPORARY WIRING SYSTEM FOR USE OF ALL TRADES, ADEQUATE FOR 3.5 ENTIRE NEEDS OF THIS PROJECTS. 1 165 16. CONNECT ALL MOTORS, STARTERS, CONTROLS, DISC. SWITCHES, CKT. BKR. ETC., WHETHER FURNISHED UNDER THIS CONTRACT BY THE GENERAL CONTRACTOR. OTHER SUBCONTRACTORS, OR THE OWNER. 17, PROVIDE PULL WIRES WHEN EMPTY CONDUITS ARE SHOWN ON THE PLANS. EA DRYER WATER HEATER - DISHWASHER REFRIGERAROR WASHER TOTAL WITHOUT DEMAND FIRST 10.0 KW 0 100% NEXT 16.6 KW ® 40% AIR COND UNIT (0.7KW + 5.0 KW 065%) TOTAL CONNECTED LOAD NEUTRAL CALCULATION LIGHT RECEPT. SMALL APPL FIRST 3.0 KW ®100% NEXT 2.7 KW ® 35% REFRIGERATOR ® 100% WASHER 0 100% DISHWASHER ® 100% RANGE 8.0 KW 0 70% DRYER 5.0 KW 0 70% TOTAL CONNECTED LOAD (NEUTRAL) WATTS TO AMPS LINE: 20,600/240V = 86 AMPS WATTS TO AMPS (NEUT): 16,500/240V = 69 AMPS -__:____ PNL AMPS VOLTAGE CKTS WIRE PHASE' MAN MOUNT MANUFACTURER TYPE B1 125 120/240 24 1 3 1 LUGS1FLUSH I SQUARED I 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 41 5 8 3/4 2 40 AHU 6'' 12 1/2 1 20 BATH RECEPT. 7 8 12 1/2 / 1 20 SMALL APPAL 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 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 B1 & B2) KW , ^ 1100 SQ FT 0 3 WATTS/SQ r1 TWO 20 AMP SMALL APPL CKT ® 1500 WATTS EACH RANGE 3.3 3.0 8.0 DRYER 5.0 WATER HEATER 4.5 DISHWASHER 1.2 REFRIGERAROR 0.7 WASHER 1.5 TOTAL WITHOUT DEMAND 27.2 FIRST 10.0 KW ® 100% 10.0 NEXT 17.2 KW ® 40% 6.9 AIR COND UNIT 0.9 KW + 5.0 'KW 065% ( ) 4.1 TOTAL CONNECTED LOAD 21.0 NEUTRAL CALCULATION KW LIGHT,RECEPT.,SMALL APPL (6.3 KW) FIRST 3.0 KW ® 100% 3.0 NEXT 3.3 KW ® 35% 1.2 REFRIGERATOR ® 100% 0.7 WASHER 0 100% 1.5 DISHWASHER ® 100% 1.2 RANGE 8.0 KW ® 70% 5.6 DRYER 5.0 KW ® 70% 3.5 TOTAL CONNECTED LOAD (NEUTRAL) 16.7 WATTS TO AMPS (LINE): 21,000/240V = 88 AMPS WATTS TO AMPS (NEUT): 16,700/240V 70 AMPS FEEDER : THWN CU 3#4 & 1#8 (GND) 1-1/ C FEEDER : THWN CU 31y4 & 1#8 (GND) 1-1/4 PVC " BEFORE INSTALLATION, THE ELECTRICAL CONTRACTOR SHALL VERIFY SIZE OF CKT. BREAKER &FEEDER (NEC 310-16 NOTE 3) 18. PROVIDE LIGHTING FIXTURES AS PER OWNER.. BEFORE INSTALLATION THE ELECTRICAL CONTRACTOR � SHALL VERIFY SIZE OF CKT. BREAKER & FEEDER - (NEC 310 16 NOTE 3) WITH THE MANUFACTURER 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: PLAN Al & A2 BOTTOM LEVEL: USE 30A CKT. BKR. & #10 WIRE CABLE N Co. AS PER THEIR REQUIREMENTS AND DIRECTIONS. PLAN Al & A2 BOTTOM LEVEL: USE 30A CKT. BKR. & 10 WIRE # PLAN Al & A2 TOP LEVEL: USE 30A CKT. BKR. & #10 WIRE 20. PROVIDE ALL WIRING DEVICES.. PLAN Al & A2 TOP LEVEL: USE 30A CKT. BKR. & #10 WIRE PLAN B1 & B2 BOTTON LEVEL: USE 30A CKT. BKR. & #10 WIRE PLAN 61 & B2 BOTTON LEVEL- USE 30A CKT. BKR. & #10 WIRE PLAN B1 & B2 TOP LEVEL: USE 40A CKT. BKR. & #8 WIRE 21. IDENTIFY CLEARLY ON A TYPE WRITTEN FORM ALL CIRCUITS AND EQUIPMENT PLAN 81 & B2 TOP LEVEL: USE 40A CKT. BKR. & #8 WIRE TO CORRESPOND WITH THE PLANS AND PANELS SCHEDULE AND ATTACH CONDENSING UNITS: INSIDE THE PERTAINING PANEL. CONDENSING UNITS: PLAN Al & A2 BOTTOM LEVEL: USE 15A CKT. BKR. & #12 WIRE PLAN Al & A2 BOTTOM LEVEL: USE 15A CKT. BKR. & #12 WIRE PLAN Al & A2 TOP LEVEE USE CKT. BKR. & #12 WIRE 22. PROVIDE FIRE ALARM SYSTEM AS PER LOCAL AUTHORITIES REQUIREMENTS. PLAN Al & A2 TOP LEVEL: USE 20A CKT. BKR.' & #12 WIRE USE CKT. BKR. PLAN B1 & B2 BOTTON LEVEL: USE 2 & #12 WIRE PLAN B1 & B2 BOTTON LEVEL: USE 20A CKT. BKR. & #12 WIRE TC PLAN B1 & B2 TOP LEVEL: USE 25A CKT. BKR. & #10 WIRE 23. RACEWAYS: ALL UNDERGROUND RACEWAYS TO BE PVC, INSIDE CONCRETE SLAB PLAN Ell & B2 TOP LEVEL: USE 25A CKT. BKR: & #10 WIRE PVC OR ENT, INSIDE PARTITIONS EMT, ENT, OR MC CABLE WHEN PERMITTED BY CODE NOTE: FINAL LOCATION AND QUANTITY OF FIRE ALARM DEVICES AS PER FIRE DEPARTMENT REQUIREMENTS NOTE: ALL SMOKE DETECTORS IN THE APARTMENTS 120V POWER WITH BATTERY BACK-UP AND INTERCONNECTED WITH IN THE UNIT FOR SIMULTANEOUS OPERATION. "NOTE: THE USE OF ROMEX IS ALLOWED IF APPROVED BY AUTHORITIES HAVING JURISDICTION. 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 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. 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. ERNESTO R. TORRES PE# 0049958 E.E. 28. BEFORE BIDDING THE JOB THE ELECTRICAL CONTRACTOR SHALL VISIT THE EB0003862 SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. FLORIDA ENGINEERING SERVICES MECHANICAL AND ELECTRICAL 29, EXTEND WIRING AND MAKE ALL FINAL CONNECTIONS TO AIR COND. UNIT ENGINEERS EXHAUST FANS ETC. PROVIDE ALL DISCONNECT SWITCHES AND STARTERS AS REQUIRED. SS S a z a) i rn c 0 0 0 z N C c V no o ()a�a N D'''4 Drawn x.x. Project No. 01089 B CAD File No. Date 07/03/01 Drawing No. P_ L' C)1 0 !l 34 N.W. 168TH STREET NORTH MIAMI BEACH, FL. 33169 TELEPHONE: (305) 653-0212 FAX: (305) 653-0232 of E3 PLAN B2 - - PLAN B2 I �I AHU-3 Al AHU-3 L-I p -- p L L-J 0- -- Ci' - p I ° © 1 ©© f�} L- l ° AHU-3 AHU-3 I AHU-3 49r- - O L— T. j J PLAN B1 PLAN 61 CU-2 CU-2 CU-2 4" CONC. PAD 4" CONC. PAD 4" CONIC. PAD CU-3 CU-3 I I CU-3 \ L, - - - /�N B2 `\� I PLAIN B2 �\ /// PLAN B2 `�\ - r a r AHU-2 AHU-2 AHU-2 — L' -- e- -� °© I o °° fl© AHU-2 AHU-2 AHU-2 7-7 _ - LL J L J - 0 O /�/ I _ P 61/I III ® \\ PLAN 81 PLAN 61 L0 CU-3 CU-3 I I CU-3 1 4" CONC. PAD 4" CONC. PAD 4" CONC. PAD CU-2 CU-2 CU-2 BUILDING PI , II - FIRST FLOOR SCALE: 1/i4' = V-D ' mQ o ry J Uu-I ow V) Ld _r Of LAJ Q OO Z � S Q O d �Q V ! m H 04 W `C4 U THESE PLANS A;;O ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. X.X. Project No. 01089 ALBE-RT SHUB CAD File No. 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 0a 14 1 15 1 16 H rn C 3 v 0 TI J { 4"0 TOILET EXH DUCT WALL CAP WALL CAP- 4"0 DRYER EXH DUCT `a I a $p� O !� DINING 6 1 7 1 8 1 9 1 10 1 11 1 12 I N a I 0 oM 0 I d z ; ' L a K N O l SOLARIUM SOLARIUM DECK I BEDROOM 2 MASTER BEDROOM m Q 07 n p t`R, 9 a PARTIAL PLAN PARTIAL PLAN �, 1ox6 SR U o P Of " _ ,_ ,. SCALE: 1/4 = 1 . SCALE. 1/4 1 150 CFM 12x6 SR ( ) " H 4 0 TOILET EX " W W _ CL DUCT LIVING-4"0 1Ox6 SR "(200CFM) UP TO ROOF CAP 150 CFM (12x6 SR) z U — 14x6 SIR —225—CFM- �\ (200 CFM) Q\ \ I-- m x (16x6 SR) i / Of O o 6x6 CG (275 CFM) IL 4"0 50i CFM F_B"o 8"e o EF-1 � 6x6 CG EF- C Ci REF LINES DOWN 50 CFM a TO CU L _ 4"0 TOILET EXH L O ; + DUCT 40 " UP TO SR CFM — PLAN Al SCALE: 1 /4" = 1'-0" 4"0 DRYER EXHLIF V125 — ROOF CAP' DUCT UPI FLD AHU-2_ 4 0 �^ (AHU-3)s F92 DINING � d 1Ox6 SR i F I 150 CFM � -tn 14x6 ty m i 9� 0 m �c a PLAN 131 ," SCALE: 1 = 1 -0" 4" $ . I / s� THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT W C C (D �p Co 00 v—o MAY BE NECESSARY IN ORDER TO �, I° Cr a COMPLY WITH ALL APPLICABLE CODES. Drawn X.X. Project No. 01089 ALBERT SHUB CAD File No. PE# 0043414 M.E. EB0003862 Date FLORIDA ENGINEERING SERVICES MECHANICAL AND ELECTRICAL 07/03/01 ENGINEERS — Drawing No. ZroY, P3 �1�y'✓"5'ax.'z nTs�4.6 //�� rM 'TJ 34 N.W. 168TH STREET /- ° %1W1 , / NORTH MIAMI BEACH, FL 33169 TELEPHONE: (305 653-0212 FAX: (305) 653-0232 of F 7 8 10 1m 1 .� 15 16 J 0 1Ox6 SR 5D CFM 0 (1 50CFM)8"e❑ 101211 1 13 1 14 15 i III i ❑ ❑ SOLARIUM DECK' j I, BEDROOM 2 MASTER BEDROOM 'I I PARTIAL PLAN 82 1Ox6 SR SCALE: 1/4" = 1'-10'" 150 CFM 4"16 TOILET EXH ef SR12x6 SR LIVING I DUCT CFM) LIVING 200 CFM (14x6 SR) 1Ox6 SIR 250 CFM 4"0 UP TO 150 CFM = ROOF CAP (12x6 SR). _ 14x6 SIR I ❑ (200 CFM) INSULATED METAL 25- CFPI - � SOUARE TO U TRANSITION ROUND o EF-116x6 SR) i 6x6 CG (TYPICAL) 6A Cr, (275 CFM) 50 CFM REF LINES --DOWN- - - - 501 CFM 4"� TO CU 4"0 8"0 8"� 4"0 TOILET EXH DUCT WALL CAP �&D SEF-1 — 6x6 CG EF-1 18x8 (20x8) FLD_ REF LINES DOWN �50 CFM TO CU WALL CAP AHU-1 DINING 4"0 DRYER EXH DUCT (AHU-2) V8,x06SIR xCFM 04 ❑ 1Ox6 SR 150 CFM 6x6 PLAN Al SCALE: 1/4" = 1'-0" I L PARTIAL PLAN A2 SCALE: 1/4" = 1'-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 COORDINNTE ALL DUCT AND PIPING ROUTING WITH OTHER TRADES BEFORE ERECTION OR FABRICATION OF DUCTWORK. 4"0 DYER EXH- DuCTUP-— FLD 4 0 I (AUK 3)� 8x6 SR DINING - 125 CFM III ° 1Ox6 SR ❑° 150 CFM 14x6 PLAN 131 .SCALE.. 1/4" " /4 1 0 I O N (n C 0 0 U m Q 0 0_ Jow U�- LEI Lv 0_ Q (-) Z _J Z V _ Q F- � � pQ V A 4"0 TOILET EXH DUCT 4"0 UP TO ROOF CAP d 0 0 a tL rc° tn W120 I oDo Ate. J 0 THESE PLANS AND ALL PROPOSED WORK o ARE SUBJECT TO ANY CORRECTIONS Z REQUIRED BY FIELD INSPECTORS THAT C MAY BE NECESSARY IN ORDER TO 0 o COMPLY WITH ALL APPLICABLE CODES. 00 O � 0 o� 2 Drawn X.X. Project No. - 01089 i ALBERT$HUB CAD File No. PE# 0043414 M.E. EB0003862 bate FLORIDA ENGINEERING SERVICES MECHANICAL AND ELECTRICAL 07/03/01 j ENGINEERS ,. Drawing No. I Q 34 N.W. 168TH S(REEI i. Li [a U NORTH MIAMI BEACH L. 33169 F53_ i TELEPHONE: 305 8021 2 t. FAX: 305 653-0232 r 2 1 3 1 4 1 5 67 1 8 9 10 111 13 1 14 1 15 16 J GENERAL AIR CONDITIONING NOTES 1. ALL WORK SHALL CONFORM WITH ALL LOCAL, STATE, 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 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 T' 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 ON No OF CU & SIZE OF CU'S (SEE 1/8" PLANS) I CONDENSING UNIT (TYPICAL) N No_w w =)J �wz) w w= 4" CONC. SLAB W/ 6"x6" W WM NN ACCESS PANEL ON CU (TYPICAL) 6" VARIES 1' -01'-0" CONTINUES 1'-0' DEPEN ING SEE EQUIPMT. OF No of CU'S 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 CONC. PAD TO WITHSTAND 150 MPH HURRICANE FORCE BLDG. EXT WINDS. TYP. CONDENSING UNIT 18 GAGE METAL STRAPS BOLTED TO CONC. PADIF--L 18 MIN. AND CU. (TYP. OF 4/CU) 4" CONC. PAD-/ISOMODE PAD) 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 C014D. UNIT TYPICAL) GROUND FLOOR REF. PIPE SLAB 12" MIN IN POLYPIPE SLEEVE WATER 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 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 LAB DOOR HEADER. AHU TOP TO BE (TY HAR]EA INSTALL BELOW DOOR HEADER HED G FRONT POUNTED CIRCUIT R SUPPLY AIR PLENUM SIZE AS REQUIRED IN FIELD. NON COMBUSTIBLE STAND . FOR REF LINES DOWN PIPING CTIONS ER TER OTHERS) SLABFLOOR AHU AND WH INSTALLATION DETAIL NTS LEGEND AND SPECIFICATIONS RIGID DUCTWORK, R=4.2 OMMMM 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 UT SINGLE STAGE HEAT/COOL THERMOSTAT CG CEILING GRILLE CFM CUBIC FEET PER MINUTE CU CONDENSING UNIT AHU AIR HANDLING UNIT F.L.D. FULL LOUVERED DOOR RAG RETURN AIR GRILLE SR 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 �1ROOF CAP AP (NUTONE 845 AL. OR SIMILAR) 6" ABOVE ROOF TILE 4"0 26 GA GALV. MTL. DUCT E1 NON -RATED FINISHED CEILING (TYPICAL) EF-1 PARTITION 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 FA4AO30 FA4A060 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 SENSIBLE COOLING CAP. MBH 12.5 17.4 21.2 43.0 z TOTAL COOLING CAP. MBH 17.6 1 23.6 29.0 59.7 o EXT. STATIC PRESS, IN. H2O 0.3 0.3 0.3 0.3 BLOWER MOTOR H.P. 1/5 3/4 VOLTAGE 240-1-60 240-1-60 240-1-60 240-1-60 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 240-1-60 240-1-60 240-1-60 240-1-60 UNIT NUMBER CU-1 CU-2 CU-3 CU-4 MANUFACTURER CARRIER CARRIER CARRIER CARRIER MODEL NUMBER 38CKC018 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 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 z MAX. BREAKER SIZE 15 20 25 60 o U 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. H.P. R.P.M. VOLTS DRIVE SONES LOCATION SERVICE ACCESSORIES WALL CLG. EF-1 GREENHECK SP-6 74 0.054 1500 115-1-60 DIRECT 3.0 CEILING BATH EXH BACKDRAFT DAMPER ENT. .25 EF-2 GREENHECK SP-226 CEILING 250 0.2 - - 120-1-60 DIR. 3.3 CH BATH EXH BDD, ROOF CAP CEILING SEE ARCH DWGS. 2ND FL. REFRIGERo PIPING BEYOND (SEE FLOOR PLAN) I91 it 11mo k REFRIG. PIPING �t�Z1a�1 FIRESTOP PIPE PENETRATION UL SYSTEM WL 5009 INSUL. PIPE WL 1001 NON -INS. PIPE TO AHU GROUND FLOOR REFRIG. LINE 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 NOTE: COORDINATE FINISH OF ALL GRILLES W/ARCHITECT OR OWNER PRIOR TO ORDERING. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FI.r.LD INSPECTORS THAT MAY BE NECE" SARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ALBERTSHUB PE# 0043414 M.E. EB0003862 FLORIDA ENGINEERING SERVICES MECHANICAL AND ELECTRICAL ENGINEERS FEE Ipl � I1 (1 L 34 N.W. 168TH STREET TJ NORTH MIAMI BEACH, FL. 33169 TELEPHONE: (305) 653-0212 FAX: (305) 653-0232 mQ -I C) w U -P7- Q' Lj W a. Q :) Of Z J 0_ Z _ Q aQ 0- V 0 0 v Drawn x.x. Project No. 01089 CAD File No Date 07/03/01 Drawing No. AC-5 of v 0 0 W z 0 N Cr c U J 0 v0 0 1 2 13 4 9 10 11 12 13 14 1 N N 0 0 -_- z h oM --__ _— z° PLAN B1VF_ PLAN 62 PLAN B1 ®r.-" 1 ❑1 ®1 1 1 L F_L_J L=L 2 ©p3 11 © © 12 17 ©© 19 O ©© 22 0 e I I� UI 77_ 0 ® 1 I� u 0 JII 0 0 L o T PLAJ B2 PLAN Bt PLAN 62 mo 0 J/ o LLJ L Lu Q ? O H 0 ❑ ❑ - _ Q I- > o L INO Y° Fn':�, II - S CO FLLOO Q a SCALE: 1/8" = 1'--O„ v d 1 "x24 DRYWELL 10"x24" DRYWELL 10"x24"I DRYWELL 3 C' (3.0 T NS) (3.0 TONS) (3.0 TON' o 1-1/4"DP & 3/4"RVD 1 1/4"DP & 3/4"RVD DISCHARGE 6" A.F. GRADE DI H42E 6" A.F. GRADE ❑ ❑ - W/GOOSENECK 0 ❑ ❑ SENECK L3/4"CW W/ CAP -OFF - - E,d F p FOR ELECTRICAL GROUND r 6 SEE ELECT. DWG. FOR ij EXACT LOCATION \\\^ 0» a y W N Lu L MCI PLAI 81 { PLAN 82 PLAN Ell- ® Z o " L L, 3/4 2 - 0 2" 2� 5 a AG) 1 1 1 EE] i — 4 O 20 Q E 0 32 a i 3I CD" O 3" 3 �I O 3 �© O 11 �© �� ©© 19 3" " b L L - i » ® x. D 4.F�O 3" 4"-40F © 3 O4" 48F 1 4"-76F- 1 4"-1-04FU5 3" ©©-112F 4 - 2FU "©© 3 224 4"FCO Q - 1 "® CEIL � Q gg 3" » 3" 3" %2FU -28F 1 - - C--I" n P J 3 H L "-228FU S --� I\-%4-H u GV 3/4„HB� CLlf WC W/ GV ! - - -: 2" , , , 2" 1 01 2 2» , 1 , 2. I THESE PLANS AND ALL PROPOSED WORK L ARE SUBJECT TO ANY CORRECTIONS 2• L REQUIRED BY FIELD INSPECTORS THAT 6 PLAN 62 - PLA B2 - - - PLAN B1 r _ MAY BE NECESSARY IN ORDER TO C I I '_= 6~-226Fu I it � �, 3/4 III ,I i COMPLY WITH ALL APPLICABLE CODES. 0 �0 1 "CW IN P EVE 1 /4"CW IN PIPE SLEEVEI 1 "CW IN PIP SLEEVE v p il II II II o '� o V) IIII Drawn I 11' 3/4» x.x. 61 II II Project No. L l' I 01089 g DISCHARGE RGE 6K A FpGRADE ❑ ❑ WI CHo P & 3/4" O ALBERT SH118 CAD File No. ♦AGE 6" A.F. RADE PE# 0043414 M.E. _ _ _ _ _ _ _ _ _ _ SENECK EB0003862 Date " 1 1/2 1 1/4" FLORIDA ENGINEERING SERVICES 1 1/2 " MECHANICAL AND ELECTRICAL 07/03/01, 1 1/4 " D F.C.O AND �3.0 TOND�YWEI I TEST TEE � � 40" �� EII ENGINEERS - 2"SHUT-OFF VALVE Drawing N . 3�4„ , IN VALVE BOX 226FG " - E II -FIRST FLOOR j 6 ®, 6 BUILDING P 1 -D» h a as SCALE: O 1/8 N a A 2~BACKFLOW PREVENTER 21 m 3/40CW TO TWO HOSE BIBBS_/ FOR EXACT LOCATION SEE 6"SAN. LINE, FOR CONT. o AROUND GARAGE BLDG. CIVIL ENG. DWGS. SEE CIVIL ENG. DWGS. 34 N.W. 168TH STREET. ' a. NORTH MIAMI BEACH, FL. 33169 J a TELEPHONE: (305) 653-0212 2"CW FOR CONT SEE FAX: {(305)) 653-0232 CIVIL ENG. DWG. 6 L1 2 3 4 5 6 8 9 10 11 112 13 14 1 15 16 9 N w `. e' Cos 1/2" 3/4" i ii 3/4» T WC L 1J2„ 1r/2" � 1/2" AWM 1/2„ 3/4 . 1/2 Dw 1/2„ SK 3/4" , 3/4" 3/4 3/4"/' 3/4" ❑ 1/2. L 3 4 I WC DECK SH DECK / 1/2" (� PLAN 61 UNIT 1/2 " WATER RISER DIAGRAN.T.s. M. BEDROOM BEDROOM 2 MASTER BEDROOM "VTR LIVING LIVING 2" 1 " LI 34" &HW 1/2" SUPPLY LINE MAIN 2 R FWC REFRIG LINES— - — — — — — r3BY AC TRACTOR _ L 3" — WC L REFRIGERANT LINE T 1/2 /2" - T BY AC CONTRACTOR D,DP & CD RISERS - - f W RISER C O 3/4-CW & - W 1/2 HW DN - � 3 4 " / 3"S. DN 3"S. DN REF. RVO OP & CD RISER " DWI 3/4"CD 1/2-CW I 1/2"CW & HW °W , ��.' 1 2 2"VTR &TRAP SH 3 4" IN CEILING SPACE I DINING COORD. W/DUCT ROUT] r 3/4" I " WM KITCHEN SK o DINING I I' WM SK o CW RISER 3"VTR 3/4" 3 I (D y2� 2— % — - - _ 3/4- i-- -- -- 3"VTR 1 W DN & W DN 3-VTR & HW & DN Pi A Ai PLAN M SCALE: 1 /4" = 1,-0" TO ER IVy Tp yl yff� It/fir S Al 00 J t 2 0G / N\ PLAN Al 'UNIT WATER RISER DIAGRAM N.T.S. 5 6 CD RISER REF. PIPING 2ND FL. UNIT DP CW 0 •p REF. PIP 40 ^\ GROUND FL. NIT- ATE \ TER HEATER \ rr \ \ rr \ �r (BY OTHE S) AHU-2 i1\7 0\0 PLAN 2 FULL LOUVER'DOOR a UNF'DETAIL NTS SCALE: 1/4" = 1'-0" CD RISER 2ND FL. UNIT REF. PIPING DP GROUND FL. UNIT REF. PIPING CW 9 c 110 Q r Ili i I I i� I IIIIII I it I IIIII'I I II I AHU-1 II I I (BY OTHERS) FULL LOUVER DOOR WATER HEATER WH-1 PLAN 1 UNIT DETAIL NTS N O O 0 z 0 W y 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 z 2. COORDINATE DUCT AND PIPING ROUTING BEFORE N FABRICATION AND ERECTION OF ANY DUCTWORK C AND PIPING SYSTEMS U J 3. PROVIDE COLD WATER FOR ALL REFRIGERATORS FOR ICE MAKER c „ v N Drawn X.X. Project No. 01089 ALBERT SNUB CAD File No. PE# 0043414 M.E. EB0003862 Date FLORIDA ENGINEERING SERVICES MECHANICAL AND ELECTRICAL 07/03/01 ENGINEERS Drawing No. ul � .�2 34 N.W. 168TH STREET I NORTH MIAMI BEACH, FL. 33169 TELEPHONE: (305) 653-0212 FAX, (305) 653-0232 L J t