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HomeMy WebLinkAbout38130 Pretty Pond Rd (11)City of Zephyrhills Review Comments/ Construction Requirements Compaction Tests will be required per 2004 Florida Building Code chapterl 8. Separate permits and additional data will be required for installation of fuel gas appliances, fire suppression systems, commercial hood systems, fire alarms and elevators per 2004 Florida Building Code section 106. Health Department review and approval will be required prior to the issuance of a building permit. Emergency egress windows required shall comply with 2004 Florida building Code section 1025. Balcony guardrails shall be 42"inches in height per 2004 Florida building Code section 1012. Water heater installation shall comply with 2004 Florida Building/Plumbing Code chapter 5 and also chapter 6 (thermal expansion). Installation of kitchen fixtures and appliances shall comply with 2004 Florida Building/Plumbing Code chapter 8. Cable and conduit installation shall comply with 2005 National Electric Code article #518. All bedrooms outlets shall be arc fault protected per 2005 National Electric Code article #210.12 Smoke detectors in dwelling units shall comply with 2004 Florida Building Code # 907.2.10.1. Field inspections may result in the imposition of codes and requirements not specifically noted.. REV IFW OATE:Aqjz�j_ �;�T. �.. V. - I 2 3 6 7 A B D --- - - - I , MEN 10 ■ ®■■ I �ry ild lil ■i■ ■■i IL■ i■EN ■■■ ■�■-- - ■■-■■■ son on - ■■■■■■■■■ (III_ ___._._._..111III NMI _ . .... I ......::, _ ,1111111111 IIIIIII III I.I.I.I.l.l.l.l��illll IIIIIIII�I��l�l�l►IIII IINo II Iliiiliilill�lllll (lllll6ilililiiiiili�i►���� ■■■ ■■■ ■■ ■■■ BRICK PLYWOOD: SMALL SCALE C%//a STONE: ROUGH -CUT OR RUBBLE - METAL: SMALL SCALEFINISH WOOD MASONRY UNIT CAST IN PLACE OR C GYPSUM WALL BOARD WOOD: ROUGH NCRESE CLIGHT ONCRETEIGHT CCO RESTUINFORCED WOOD BLOCKING I) CAST STONE RESILIAI\IT FLOORING LARG� SCALE BACKFILL STEEL AND KID EARTH: 0 PLASTERCEMENT, (SCALE SANDTGROU LARGE INBATT OR SULATIONLOWN i / ROCK OR FEE PROAME TILE: RIGID INSULATION � GRAVEL OR TONE,CRUSHED KiiH LARGE SCALE POROUS FILL METAL, 0 CUT NE' ALUMINUM, ETC. FLAGSTONE' OR SLATE SMALL SCALE - BUILDING CORE & SHELL VERTICAL SIZE (FEET, INCHES) 2868 DOOR SYMBOL CPT. C.T. CHANGE OF FLOOR XX NUMB�R HORIZONTAL SIZE (FEET, INCHES) FINISH X-X SHEET NUMBER DETAIL O WINDOW SYMBOL REVISION NUMBER 22 R VOID ELEVATION NO. INTERIOR ELEVATION UA-3<--SHEET NO. Us DATUM ELEVATION SECTION NUMBER xx x-x SHEET NUMBER AB ANCHOR BOLT = E. C. FIRE EXTGSHR CABINET AC AIR CONDITIONING FIN. FINISH ACOUST ACOUSTICAL FIXT. FIXTURE A.F. ALU ABOVE FINISHED FLOOR AL UMINU FL FLEX. FLUSH FRAMING) FLEXIBLE A.P. ACCESS PANE!_ FLUOR. FLUORESCENT & AND FLR. FLOOR z ANGLE F.O. FINISHED OPENING © AT F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH BD. BOARD F.O.M. FACE ppF MASONRY BDRM BEDROOM FT. FOOTJFEET BETW BETWEEN FTG. FOOTLING BLDG. BUILDING BLKG, BLOCKING GA. GAUGE B.C.J. BOTTOM OF JOISTS GALV, GALVANIZED BRKT. BRACKET GL. GLASS GRD. GROUND CAs. CA INET G.S.F. GROSS SQUARE FEET `HALL CEO. CER. CE ENT CERAMIC GAt B- GYP. GYPSUM BOARD GYPSUM C.!. CAST I ON GYP.BD. GYPSUM '01ALL BOARD C.J. CNIRL CONST JOINT C.L. CENTE LINE NSUL_. INSULATION CL CLOSET INT. INTERIOR CL G. CEILING INTER. NTERIOR CLR. CLEAR i CLEARANCE CMU CONIC6ASONRY UNIT B' JUNCTION BOX C. 0. CLEAN OUT JT. JOIN? CONC. CONCRETE CON T. CONTINUOUS K.P. KICK PLATE CONTR. CONTRACTOR K KNEE SPACE. CS COUNTERTOP SEAM LAM. LAivflNATE DEPT. DEPARTMENT LAV. LAVATORY DIA, DIAMETER UN UNF N DIM. Di, ENSIGN L.P. LON DISP_ DISPENSER L T. GHT/'LIGHTING DN. DOWN LVL LAM. VENEER LUMBER D IL. DETAIL DW DISH WASHER MANUF. MANUFACT! IRER DWG. DRAWING MATL. A =R A� DWR. DRAWER figqAX. A IVUN1 IV. r L) LINE CABINET EA. EACH CH ECHANICAL ELF.S. EXT !NSUL FIN SYSTEM v EMB. vl MBRANF E.J. EXPANSION JOIN? IV ET_ r TAL EL. ELEVATION IVFR. ANUFACTURER ELEC. ELECT. ELECTRICAL ELECTRICAL MIN. �TL. L. PIN! UM NIICROLAM ELEV. ELEVATION METAL ENCL. ENCLOSURE EQ EQUAL N.I.C. NOT IN CONTRACT EQUIP. EQUIPMENT NO. NUMBER EXIST. EXISTING NOM. NOMINAL EXH. EXHAUST N.T.S. NOT TO SCALE EXP. EXPANSION EXT. EXTFR!OR 0. C. ON CENTER 0.F.0.J. OWNR TURN OWNR INSTL F.A. FIRE ALARM O.H. OPPOSITE HAND FAST. FASTENED 0PNG OPENING F.D. FLOOR DRAIN OPN G OPENING FDN. FOUNDATION OPP. OPPOSITE F.E. FIRE EXTINGUISHER OPT. OPTIo`IAL xx NUMBEER X-X SHEET DETAIL N0. ENLARGEMENT C DIVISION NUMBER SPECIFICATION TAG O.R.W.C. OVERFLOW RAIN WATER CONDUCTOR O.S. OVERFLOW SCUPPER OSB ORIENTED STRAND BOARD PAN. PANTRY P.B. PEG BOARD P.D.F. POWDER DRIVEN FASTENER . PLATE PLYWD. OD PNI_, PANEL P.P. PENETRATION PLATE PREFAB. PREFABRICATED P.D. P T PAPER TOWEL DISPENSER PTN. PARTITION PVC POLYVINYL_ CHLORIDE RETURN R.A. AIR R.D. ROOF DRAIN REC. RECTANGULAR REF. RE!NF. REFRIGERATOR R`NFORCED7REINFORCING RESIL. RESILIENT RESIST. RESISTANT REQ D. REQUIRED RM. ROOM R ND ROUND R 0. ROUGH OPENING R.W.C. RAIN WATER CONDUCTOR S . SOLD CORE. SC-,. SCHFDLI' S:.HED. E SCHEDI L.- SECT. SECTION S.F. SQUARE FEET SHLVS. SHELVES SrT. SHE�ET SIM. SIN?IL.AR SK. SINK SPEC. SPECIFICATION SQ. SQUARE STD. STANDARD S G. STORAGE STL. STECL STOR, STORAGE STRUCT, STRUCTURAL SUSP. SUSPENDED U.L. UNDERWRITERS LABORATORIES U.O.N. UNLESS 0-1-HERWISE NOTED VAC. VACUUM V.C.T. VINYL COMPOSITE TILE VERT. VERTICAL W; WI iH WANS WAIND COT W.� WHERE OCCURS W.P. WATER PROOF W.P.T. WORK POINT W.R. WATER RESISTANT ® CONTACTS OWNER KM PROPERTIES, LLC Kaplan Development Group L.L.C. 145 Froehlich Farm Blvd. Woodbury, NY 11797 Contact Person: Dennis Cregan Phone: 516-496-1505 x16 GENERAL CONTRACTOR The Douglas Company 5401 Kirkman Road Ste, 750 Orlando, FL 32819 Contact Person: Bob Prophater Phone: 407-370-2001 Mills Development Group 755 Business Center Drive, Suite 200 Horsham, PA 19044 Contact Person: Rich St. Your Phone: 215-444-0930 ARCHITECT Stampfl Hartke Associates, LLC 2525 Holicong Road P.O. Box 667 Holicong, PA 18928 Contact Person: David V. Hartke, AIA,MBA Phone: 215-794-1925 x222 STRUCTURAL ENGINEER MEP ENGINEER Mulhern & Kulp Structural Engineering, Inc. TJCI ENGINEERING 20 South Maple Street, Suite 150 240 N. James Street Ambler, PA 19002 Suite 31A Contact Person: Chris Scharff Newport, DE 19804 Phone: 215-646-8001 Contact Person: Ted Chmielewsk Phone: 302-994-4530 CIVIL ENGINEER INTERIOR DESIGN Northside Engineering Services, Inc_ Merlino Desicin Partnershin, lnc. 601 Cleveland Street 2200 Renaissance Blvd. Suite 300 Suite 930 Gulph Mills, PA 19406 Clearwater, FL 33755 Contact Person: JD Landis Contact Person: Doreen VVilliams Phone: 610-313-9550 Phone: 727-443--2869 APPROVED by Fire Marshal of Zephyrhilis with co Ilts pr ded wi pl s(s) Building shall comply with the applicable codes of Florida Fire Prevention l andboo NFP26i & the City of Zep hyrh'lls 1 5W w i1 ��-i \ MIN ® DRAWING INDEX ARCHITECTURAL MECHANICAL/ PLUMBING/ ELECTRICAL/ FIRE PROTECTION ELECTRICAL A-1.1 LIFE SAFETY PLAN - FIRST FLOOR MPEF-1.1 UTILITIES & SITE LIGHTING PLAN E-1.1 ELECTRICAL SCHEDULES, SYMBOLS NOTES A-1.2 LIFE SAFETY PLAN - SECOND FLOOR A-1.3 LIFE SAFETY PLAN - THIRD FLOOR A-1.4 PARTITION TYPES, FLOOR ASSEMBLIES AND ROOF ASSEMBLIES A-2.1 OVERALL PLAN - FIRST FLOOR A-2.2 OVERALL PLAN - SECOND FLOOR A-2.3 OVERALL PLAN - THIRD FLOOR A-2.4 OVERALL PLAN - ROOF PLAN A-2.5 FIRST FLOOR REFLECTED CEILING PLAN A-2.6 SECOND FLOOR REFLECTED CEILING PLAN A-2.7 THIRD FLOOR REFLECTED CEILING PLAN A-3.1 DETAILED PLANS - UNITS 'A'& 'Al' A-3.2 DETAILED PLANS - UNITS 'B' & '131' A-3.3 DETAILED PLANS - UNITS 'C' & 'D' A-3.4 DETAILED PLANS - UNITS 'E' & 'F' A-3.5 DETAILED PLANS - UNITS 'G', 'H' & 'I' A-3.6 DETAILED PLANS - UNITS 'J', 'K' & 'L' A-3.7 DETAILED PLANS - UN►T 'M', 'N', '0' A-3.8 DETAILED PLANS - UNIT 'P', V, '136' A-3.9 DETAILED PLANS - UNITS '135' & '134' A-3.10 DETAILED PLANS - UNITS '133' & '132' A-3.11 DETAILED PLANS - UNIT 'A2' A-3.12 DETAILED PLANS - COMMUNITY AREAS: FIRST FLOOR A-3.13 DETAILED PLANS - COMMUNITY AREAS: SECOND & THIRD FLOOR A-3.14 DETAILED PLANS - STAIRS AND TOILET ROOMS A-3.15 DETAILED PLANS - SCREENED PORCHES A-4.1 EXTERIOR ELEVATIONS - OVERALL A-4.2 EXTERIOR ELEVATIONS - OVERALL A--4.3 EXTERIOR ELEVATIONS - DETAILED A-5.1 BUILDIING SECTIONS A-6.1 WALL SECTIONS A--6.2 WALL SECTIONS A-6.3 WALL SECTIONS A--6.4 'HALL SECTIONS A-7.1 SCHEDULES & DETAILS - DOORS AND WINDOWS ADA.-1 TYPE A RESIDENTIAL ACCESSIBILI T Y STANDARDS & DETAILS STRUCTURAL S-0 ! IONS GENERAL NOTES ,AND SPECIFICATIONS S-1 FOUNDATION PLAN S--2 SECOND FLOOR FRAMING PLAN 5--3 THIRD FLOOR FRAMING PLAN S-4 ROOF FRAMING PLAN S-5 FOUNDATION DETAILS S-6 FRAMING DETAILS S-7 FRAMING DETAILS MECHANICAL M-1.1 HVAC SCHEDULES, SYMBOLS & NOTES M-1.2 HVAC SCHEDULES, DETAILS & DIAGRAMS M-2.1 HVAC 1ST FLOOR PLAN M-2.2 HVAC 2ND FLOOR PLAN M-2.3 HVAC 3RD FLOOR PLAN M-2.4 HVAC ROOF PLAN M-3.1 HVAC LARGE SCALE UNIT PLANS M-3.2 HVAC LARGE SCALE UNIT PLANS M-3.3 HVAC LARGE SCALE UNIT PLANS M-3.4 HVAC PARTIAL FIRST FLOOR PLAN PLUMBING P-1.1 PLUMBING SCHEDULE, SYMBOLS & NOTES P-1.2 PLUMBING DETAILS & DIAGRAMS P-2.1 PLUMBING 1ST FLOOR PLAN - SANITARY & VENT PIPING P-2.2 PLUMBING 2ND FLOOR PLAN - SANITARY & VENT PIPING P-2.3 PLUMBING 3RD FLOOR PLAN - SANITARY & VENT PIPING P-2.4 PLUMBING PLUMBING ATTIC/ ROOF PLAN P-2.5 PLUMBING 1ST FLOOR PLAN - SERVICE PIPING P-2,6 PLUMBING 2ND FLOOR PLAN - SERVICE PIPING P-2,7 PLUMBING 3RD FLOOR PLAN - SERVICE PIPING P-2.8 PLUMBING ROOF PLAN - SERVICE PIPING P-3.1 PLUMBING LARGE SCALE UNIT PLANS - SANITARY & VENT PIPING P-3.2 PLUMBING LARGE SCALE UNIT PLANS -SANITARY &VENT PIPING P-3.3 PLUMBING LARGE SCALE UN1 T PLANS -SANITARY &VENT PIPING P-3.4 PLUMBING LARGE SCALE UNIT PLANS - SERVICE PIPING P-3.5 PLUMBING LARGE SCALE UNIT PLANS -- SERVICE PIPING P-3,6 PLUMBING LARGE SCALE UNIT PLANS - SERVICE PIPING P-3.7 PLUMBING KITCHEN PLANS - SANITARY & VENT PIPING, SCHEDULE PIPING & SCHEDULE FIRE PROTECTION FP-1.1 `FIRE PROTECTION & FIRE ALARM SYMBOLS, NOTES & DETAILS FP-2.1 FIRE PROTECTION & FIRE ALARM 1 ST FLOOR PLAN FP-2.2 FIRE PROTECTION &FIRE ALARM 2ND FLOOR PLAN FP-2.3 FIRE PROTECTION & FARE ALARM 3RD FLOOR PLAN ID-2.4 FIRE PROTECTION & FiRE ALARM ATTIC/ ROOF PLAN FP-3.1 FIRE PROTECTION & FIRE ALA, <MLARGELAE SCALE PLANS FP-3.2 FIRE PROTECTION & FIRE ALARM LARGE SCALE PLANS FP-3.3 FIRE PROTECTION & FIRE AL ARM LARGE SCALE PLANS BUILDING SHALL COMPLY wrffl ''.c J� .i"LICATPLE MJILDING, hj_tChA NlCAL CODES. H?`JILDING SHALL COMP `L,VI Y "PLICAPLE CI 0` II CITY 2 FINISH FLOOR. r't,,EVATION SHALL COMPLY WITH ENGINIEERED DESIGN ANtVOR CITY OF ZEPHYRHILLS ORDINANCE. E-1.2 ELECTRICAL DETAILS & DIAGRAMS E-1.3 ELECTRICAL PANELBOARD SCHEDULES E-1.4 ELECTRICAL PANELBOARD SCHEDULES E-1.5 PARTIAL S/L ELECTRICAL DISTRIBUTION DIAGRAM E-1.6 PARTIAL S/L ELECTRICAL DISTRIBUTION DIAGRAM E-1.7 ELECTRICAL FEEDER RISER DIAGRAM E-1.8 ELECTRICAL SCEMATIC CONTROL DIAGRAMS E-2.1 ELECTRICAL 1ST FLOOR PLAN - POWER E-2.2 ELECTRICAL 2ND FLOOR PLAN - POWER E-2.3 ELECTRICAL 3RD FLOOR PLAN - POWER E-2.4 ELECTRICAL ROOF PLAN - POWER E-2.5 ELECTRICAL 1ST FLOOR PLAN - LIGHTING E-2.6 ELECTRICAL 2ND FLOOR PLAN LIGHTING E-2.7 = ELECTRICAL 3RD FLOOR PLAN LIGHTING E-3.1 ELECTRICAL LARGE SCALE UNIT PLANS E-3.2 ELECTRICAL LARGE SCALE UNIT PLANS E-3..3 ELECTRICAL LARGE SCALE UNIT PLANS E-3.4 ELECTRICAL PARTIAL FLOOR PLANS & SCHEDULE INTERIORS INT-3.01 FIRST FLOOR ELEVATIONS, SECTIONS AND DETAILS LOCATION PLAN INT-3.02 SECOND FLOOR ELEVATIONS, SECTIONS AND DETAILS LOCATION PLAN INT-3.03 THIRD FLOOR ELEVATIONS, SECTIONS AND DETAILS LOCATION PLAN INT-3.04 ELEVATIONS, SECTIONS AND DETAILS INT-3.05 ELEVATIONS, SECTIONS AND DETAILS INT-3.06 ELEVATIONS, SECTIONS AND DETAILS INT-3.07 ELEVATIONS, SECTIONS AND DETAILS INT-3.08 ELEVATIONS, SECTIONS AND DETAILS INT--3.09 ELEVATIONS, SECTIONS AND DETAILS 'IN T-3.10 ELEVATIONS, SECTIONS AND DETAILS INT-4.01 FIRST FLOOR FINISH SCOPE INT-4.02 FIRST FLOOR FINISH SCOPE INT-4.03 SECOND FLOOR FINISH SCOPE INT-4.04 SECOND FLOOR FINISH SCOPE INT-4.05 THIRD FLOOR FINISH SCOPE INT-4.06 THIRD FLOOR FINISH SCOPE INT-5.01 FIRST FLOOR FURNITURE PLAN PARTIAL INT-5.02 FiRST FLOOR FURNITURE PLAN PARTIAL_ INT-5.03 SECOND FLOOR FURNITURE PLAN PARTIAL iN T -5.04 SECOND FLOOR FURNITURE PLAN PARTIAL INT-5.05 THIRD FLOOR FURNITURE PLAN PART INT--5.06 THIRD FLOOR FURNITURE PLAN PAR -JAL � I a I ( I I I I I I I I � OIWWi I I I I � I I I U� w 7 >t� C4 > rx z wwlw z ° U 0 U 0 U w w 0 rT. 0 U t t 3 3 3 z w aW U U 510 Cn C U O O rx W cY` W Ca o W U � Q Cn Cn rA 00 M V] 041 V] cn 0 U N N N O O ri 4 O N O N O en O rn O n O J a W A C 04 w V, a C 04 ~ o a r� Nrm=04 A ,.,I >1 Cd U C) :::4 A �>l C�, I A* I �I ;11111,4 �I w I I � Q I i <�j Z ,z J o 0 TO jJ c r 0. --__ 2006 06S.00 nn - t e. 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Applicable Codes Florida Building Codes 2004 w! Amendments Including: Florida Building Code Florida Mechanical Code Florida Plumbing Code Florida Fuel Gas Code Florida Fire Prevention Code National Electric Code 2002 Florida Accessibility Code Building to be equipped with fire sprinklers per NFPA 13 Building to be equipped with a fire alarm per 907.2.9 302 Classification (302.3) Mixed Occupancies (302.3.2) Separated Uses between A and R (303) Assembly Group (303.1) A-2 and A-3 (Non -separated) (310) Residential Group (310.1) R-2 (Table 302.3.2) Required Separation of Occupancies R-2 to A-2 or A-3 = 1 hours (with sprinkler reduction per 302.3.2 exception) (404) Atrium (404.4) Smoke Control (404-5) Exception 3, Enclosure Not Required w/ smoke Control 503) General Height & Area Limitations Proposed Allowed (per table 503) With Frontage Increase With Sprinkler Increase Building Height 3 Stories 3 Stories NIA 4 Stories Floor Area: 25,213 s.f. 12,000 s.f. 12,000 x 1.75 = 21,000 s.f. 21,000 x 200%= 42,000 s.f. @0 ) Construction_Classification _ (602.5) Type 5A (Table 601) Fire Resistance Ratings Required For Building Elements (hours) Structural frame including columns, girder, trusses: 1 Bearing walls (exterior): 1 Bearing walls (interior) 1 Non -bearing walls & partitions (exterior): 0 Non -bearing walls & partitions (interior): 0 Floor construction (including support beams & posts): 1 Roof construction (including support beams & posts): 1 Corridors (per table 1016.1): 0.5 Vertical exit enclosure (per 1019.1): 1 (Table 602) Fire Serarabon Distance No exterior wall rating required when fire separation distance is greater than 30'-0". Walls separating dwelling units in the same building shall be 1 fire partitions. (per 708.1): (701) Fire Rated Construction (706) Fire Barriers: See drawings LS-1 thru LS4. Fire Barriers shall comply with requirements of 706. (707.2 & 707.4)Shaft Enclosures: Elevator Shaft walls shall be 1 hour rated construction for buildings less than 4 stohes.See Florida Mechanical Code For Grease Ducts. (708) Fire Partitions: See drawings LS-1 thru LS-4. Corridor Walls and Unit Seperations shall comply with requirements of Section 708. (716) Air Transfer Openings Fire Dampers to be supplied as required per Section 716.5.4. (717) Fireblocking and Draftstopping (717.2) Fireblocking to be installed per Section 717 requirements. (717.3.2) Draftstopping is not required when the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1,1, "NFPA 13Sdnkler Systems'. (719) Insulating Materials (719.4) Concealed insulation will have a flame spread index of not more than 25 and a smoke developed index of not more than450. (803)Interior Finishes (Table 803.5) Interior Finish Requirements for Walls and Ceilings in a Sprinklered Building. Requirements: Class A: Flame Spread 0-25; smoke developed 0-450. Class B: Flame Spread 26-75; smoke developed 0-450. Class C: Flame Spread 76-200; smoke developed 0-450. Use Group Vertical Exits and Exit Access Rooms and Passageways Corridors Enclosed Spaces A2 Class B Class B Class C A3 Class B Class B Class C R2 Class C Class C Class C 901) Fire Protection Systems Required Provided (903) Automatic Sprinkler Systems Y y (904) Alternative Automatic Sprinkler Systems N N (905) Standpipe System N N (906) Portable Fire Extinguishers Y y Class K rated extinguisher (Ansul System) provided for commercial cooking equipment. Maximum travel distance not to exceed 75'-0", Install per NFPA 10 (907) Manual Fire Narms N y (907.2,10) Smoke Narms Y y To be interconnected within dwelling units. Duct detectors to be provided where required. (908) Emergency Alarm Systems N N (909) Smoke Control Systems (Atrium Area) y y (1003) General Means of Egress (1003.2) Ceiling Height. The means of egress shall have a ceiling of not less than 7 feet. (1003.3) Protruding objects. Provide minimum headroom of 6-8" (1004) Occupant Load (1004.1.2.) Maximum Floor Area Allowances Per Occupant Occupancy (Assembly) Floor Area (so Multipurpose Room 525 sq ft @ 15 sq ft per occupant = 35 occ Library 357 sq ft @ 50 sq ft per occupant = 7 occ Lounge/ Reading Areas 1666 sq P, @ 50 sq ft per occupant = 33 oc,: Parlor 746 sq ft @ 50 sq ft per occupant = 10 occ Dining Areas (net) 2,030 sq ft @ 15 sq ft per occupant = 136 occ Offices 718 sq ft @ 100 sq ft per occupant = 7 occ Activities Room 400 sq ft @ 15 sq ft per occupant = 27 occ Beauty Shop 255 sq ft @ 100 sq ft per occupant = 3 occ Gift Shop 178 sq ft @ 30 sq ft per occupant = 8 occ Kitchen 1325 sq ft @ 200 sq ft per occupant = 7 occ Billiards Room 585 sq ft @ 11 sq ft per occupant = 53 occ Fitness Center 406 sq ft @ 50 sq ft per occupant = 8 occ Mechanical 1024 sq ft @ 300 sq ft per occupant = 3 occ Storage 771 sq ft @ 300 sq ft per occupant = 3 occ Bistro 347 sq ft @ 15 sq ft per occupant = 23 occ Commercial Laundry 179 sq ft @ 100 sq ft per occupant = 2 occ TOTAL 365 occ Occupancy (Residential) Floor Area (sf) TOTAL Residential Occupancy, all (3) floors 360 occ TOTAL OCCUPANCY FOR FACILITY 725 occ (1005) Egress Width (Table 1005.1) Egress width per occupants served Stairways: 0.3" per occupant Other egress components: 0.2" per occupant (1009) Stairways & Handrails (1009.1) Stairway width shall not be less than 44" (1009.2) Headroom shall have a minimum clearance of 80" (1009.3) Stair riser height shall be 7" max. and 4" min. Treads to be 11" min. (1009.4) Stairway landings width shall not be less than that of the stairway they serve. Every stairway shall have a minimum dimension measured in the direction of travel equal to the width of the stairway. (1009.6) Vertical rise between landings shall be no greater than 12'vertically. (1009.11) Stairways shall have landings on each side. (10 13) Exit Access (1013.2.1) Multiple tenants. Where more than one tenant occupies anyone floor of a building or structure, each tenant space shall be provided with access to the required exits without passing through adjacent tenant spaces. (1013.3) Common path of egress travel is 100 feet. 1( 014) Exit and Exit Access Doorways (1014.1) Number of exits required in Group R occupancy with >10 occupant load = 2 (1015) Exit Access Travel Distance (1015.1) Exit access travel distance in Group R occupancy with automatic sprinkler system = 250' (016) Corridors (1016.2) Corridor width shall be 44" minimum 1101 _Accessibfl� (1004.1.2.) Maximum Floor Area Allowances Per Occupant (Table 403.1) Winimunni Plum_ bind Facftities Quantities per floor. Use Group-____ Water Closets Lavatories Bath_____,_ _ Drinking Fountain_ Other ----- --------------------------------- male female A-2 per 75 1 per 75 1 per 200 1 per 500 A-3 1 per 125 1 per 65 1 per 200 1 per 500 R-2 'i per unit 1 per unit 1 per unit 1 kitchen sink par unit 1 clothes washer connection per 20 dwelling units (6 connections tola) J,� - NON FIRE RATED WALL ASSEMBLY ®"'m."......®"'®" - 1 HOUR FIRE RATED PARTITON - 1 F-IOUR FIRE RATED BARRIER 36 - DOOR SIZE OR STAIR WIDTH 15 - EGRESS WIDTH UNIT (IBC TABLE 1003.2.3) 240 �I! -- MAXIMUM ALLOWABLE LOAD 223__- - ACTUAL LOAD DOOR OR STAIR LOAD CHART EXIT DISCHARGE NUMBER = OCCUPANT LOAD � 88 - ARRO�Ai = DIRECTION OF TRAVEL EiviERGENCY LIGHTING BATTERY 1 NiT NUMBER OF HEADS AS INDICATED- SEE ELECTRICAL PLANS EMERGENCY LIGHTING REMOTE HEAD- SEE ELCTRiCAL PLANS EXIT SIGN --- ARROWS INDICATE DIRECTION OF EXIT SEE EL FC-1RICAL PLANS 1FACP FIRE ALARM - CONTROL PANEL: INSTALL PER 907.2.9 FAAP FIRE ALARM ANNUNCIATOR, PANEL.- INSTALL PER 907.2.9 r� FI FIRE ALARM - MANUAL FIRE ALARM PULL STATION SEE ELECTRICAL PLANS �FE FIRE EXTINGUISHER: COORDINATE WITH FIRE MARSHALL AND NFPA-10 REOUiREMEN S (� WALL MOUNTED EXIT SIGN- FLOOR PROXIMITY EXIT SIGNS Y ARE TO BE WITHIN 5"-B" OF FLOOR: SEE ELECTRICAL PLANS SMOKE DETECTOR- SEE ELCTRICAL PLANS SQU ARE FOOTAGE RESIDENTIAL: 19,047 SF / 200 SF = 96 OCCUPANTS SQUARE FOOTAGE ASSEMBLY: (see occ. load chart) = 276 OCCUPANTS Dining Arecs: 136 OCC. Bistro: 23 0'C. Vultipurpose Room: 33 OCC. ' ibrary: 7 OCC. Parlor: 10 OCC. I Activities Room: 24 OCC. I Beauty Salon: 3 OCC. i 1 F9 LO Gift Shop: Kitchen: 8 OCC. 7 oCC LIFE AFETY PLAN Offices: 7 OCC. SCALE: 3/32rr=F-O" Laundry. 2 O JC.-l.� Reading Lounge Areas: 13 OCC. Mechanical Room: 3 OCC. FIRST FLOOR TOTAL OCCUPANT LOAD: OCCUPANTS IvI I U I I i i i I I i I I I i I z O i I W W I Cn LLl W [if W W W E� U U U F O O O O w w 9 w 9 U W z W W rszl A rn A rn A A U U U a W O Q F O Ow O fz" p F- � rn CA rn rn rn rn CA O C a 9) O O O O O O o v) o "It - o 0 0 0 0 0 11 UV9I Uy. 2006 -, 0 cT e chec,<ed �Dy - NOV 20106, JC e: by-, sneer. no 2 3 4 5 0 i a l 19 I I I I I I C /❑ j= �----- - NON FIRE RATED WALL ASSEMBLY '®."'."'."........ - 1 HOUR FIRE RATED PARTITON - 1 HOUR FIRE RATED BARRIER s� - DOOR SIZE OR STAIR N I DTI-{ 15 - EGRESS NID" N UNIT (IBC TABLE 1003.2- 3) �240 - MAXIMUM ALLONABLE LOAD 223 J - ACTUAL LOAD I .DOOR OR 5-7 AIR LOAD CI-IAP,T EXIT DISCHARGE NUMBER = OCCUPAN"'` LOAD ARROW = D RECTiON OF TRAVEL Z\ E7MERGENCY LIG71NG BATTERY UNIT Is®6 NUMBER OF HEADS AS INDICATED- SEE ELECTRICAL PLANS EMERGENCY LIG+4TIN G RE^10TE HEAD- SEE ELCTRICAL PLANS EXIT SIGN - ARROWS INDICATE DIRECTION OF EXIT SEE ELECTRICAL PLANS _C FIRE ALARM - CONTROL PANEL: INSTALL PER g07.2.`�l FAA FIRE ALARM ANNUNCIATOR PANEL: INSTALL PER �07.2.01 FIRE ALARM - MANUAL FIRE ALARM PULL STATION SEE ELECTRICAL PLANS FE, FIRE EXTINGUISHER: COORDINATE WITH FIRE i'lARSHALL AND NF REQUIREMENTS WALL MOUNTED EXIT SIGN- FLOOR PROXIMITY EXIT SIGNS ARE TO BE WITHIN 611-811 OF FLOOR: SEE ELECTRICAL PLANS SMOKE DETECTOR- SEE .ELCTRICAL PLANS SOUARE FOOTAGE RESIDENTIAL: SQUARE FOOTAGE ASSFI"1BLY: B i l l ii ora s Room : Read inq, Lounge Areas Fitness Center: 25, 8S7 SF / 200 SF ( see occ . l oao' chart ) — s3 OCC. 8 Oc.c . 8 OCC . SECOND FLOOD -OPAL OCCUFANT LOAD: 130 OCCUFAN•TS Gl�;f OCCUFANTS 1 PI� OCC U F'ANT T 1 LIFE SAFETY PLAfN Am 1.2 SCALE. 3/32"=l °-OVI - T U I 1 I I 1 i I I � I O cn Lij 0 Q 3 U o w � U 0 rs. Wvl aco 0 H z U O w c7 0 a z U O w t7 rn co 0 P4 P, z O w c�7 un un 0 � A, ° O v U q A P� CA cn w 00 cn cn Ln w cn 0 c - N N o 0 N 0 C?1? 0 0 0 C i Gi2Cl� nO.G dreov-1 icy• ) - L - cAe r red oy NOV 2")Ut scr,'le: reproved oy: sheet no. A�1*2 72 L sN 4- 0) >, C_ c 3 t6 0 � 0 0 N c 0 0) .c fNQ O 0 e 0 0 >, N 0 N c c 0 0� L e 0 0 c U _ •D _> c 0 L N e 0 L •� O c t 0 CL e L 0 0 O 0 0 m L •L L > e 0-� 4 C 0 >'"o f0 T E lt O c C t6 0 JN J :3 cn E W Q� U 0 N Q W N Y� �o __ J c W O (Lc ao �_-0 U) c 4- 0 0 >+ "a t c 0 N O. N 0 c L 0 a •- 0 U) C C +� 0 0 E f0 � � N N L N 0 L 0 e Q .c N +� C 30 a N m� e •� 0 c 0 0 c U @ Rf L UY •L > E —_ L ((j 0 41 N 0 i 'O 0 C U f0 (a N r C C 0 0 m41 U �c 0 �-0 N C U N O > 0 7 U c0 � O. U � a v a> a� .c �c N N a� s �. N c 0) 0 r-N �e 4 Q r. N �e N E 0e E c e C U aJ � 00 c 0) ,< 0-p mco o 0 _W oY � Q �LL 0- Q @ L UU� o �0� o U W U) U) L 0_ 0 1 1J W LL #J [ I—v0 C. ++ fn o E pccn N�•� @ 'o Q >' N Ua< 2 3 I 5 6 r Il n b I n C w - NON FIRE RATED WALL ASSEMBLY '"'.`'""'"maa"...... 1 HOUR FIRE RATED PA.RTITON ® - 1 t 40IUR FIRE RATED BARRIER 3� - DOOR SIZE OR STAIR N I DTH .15 - EGRESS NIDTN UNIT (IBC TABLE 1003.2.3) 240 - YIAXIYUIY AL LOVABLE LOAD 223 - ACTUAL LOAD — - DOOR OR STAIR LOAD CHART EXIT DISCHARGE 4—g8 `d NUMIBER = OCCUPAN i LOAD -"RAVEL j ARRO!� = DIRE CT!ON OF — EMERGENCY _i I-T'NG BA,__t_ER" U";IIT NUI'^BER OF HEADS AS INDICATED- SEE ELECTRICAL PLANS v EMERGENCY LIGHTING REMOTE HEAD- SEE ELCTRICAL PLANS EXIT SIGN - APRONS INDICATE DIRECTION OF EXIT SEE ELECTRICAL PLANS IFAC FIRE ALARi"I - CONTROL PANEL: INSTALL PER 0107.2.0, FAA 9 FIRE AL ARI"i ANNUNCIATOR PANEL: INSTALL PER 907.2.9 0 FIRE ALARM - MANUAL FIRE ALARM PULL STATION SEE ELECTRICAL PLANS F�l FIRE EXTINGUISHER: COORDINATE NITN FIRE 4"IARSNALL AND NF REQUiRE1 IENTS NALL MOUNTED EXIT SIGN- FLOOR PROXiI"IITY EXIT SIGNS ARE TO BE NITNIN 6"-8" OF FLOOR. SEE ELECTRICAL PLANS 0 SMOKE DETECTOR- SEE ELCTRICAL PLANS SQUARE FOOTAGE RESI.DENITIAL: , 7G':� SF /200 SF w SQUARE FOOTAGE ASSET-IBLY: (See occ, load chart) - Rea�i li 1G Are —as: OGG . FLOOR ' O7A.L OCCUPANT LOAD: 13,4 OCCUFAN41TS 8 OCCUFANI'S 142 OCCUPANTS THTIRD L P1 P SCALE: 3/32"=V-0" I c� O I I I WW w W W W a a a 0 w 0 w 0 w 0 U w U U w p, cn W Ln WW U) u Q c 0 0 0 0 x O q q w w w Q) Gn Ln Lnu� Lnu� rA o c , C o N 0 N 0 0 N 0 O 0 O m 0 d' o O o 0 0 0 r rr,i� 0. draw, DV: 2006- 068.00 M.. \OV 2v06 s cl ODOrCVF- DY: sheet no. A� 1 03 L N + pa >, C_ C 3 roro O L -0 U c a) 0) N 0 0 0 >, N O N .c c 0 N +a N 0 L c 0 0 C U >+ C 0 ro g N 3c 0 L N O c � a) ro Q C � T +� a) 0 4 a) cn O O cc L 'C Curo W > N >' C ro O 0 C E 70 0 c c rom JN J :3 E W U Qt: U 0 Or <c W ro Y� � .o 0. _c J c ILL O a N Q0 U) c 0 o >,'a C N ro Q N O c ao a� N L C N E ro� a� ro N � No 0 c� r co T'c Q N c . ro ro� c.0 oc U ro ro� 'C a) 'C roro E- L M O .c .0 N O N L .0 0 C U roro N ,L., C c O 0 @U 0 —(n ma) c E a� N U C N o > 0 N U C a) ro Q U W � Q a� o > aD .c N c L ? N O) aN, C m Q N L L 0) 0 C � .U) L C aJ N E �cj C E C _ o ro Q QJ � OD Vf C 0) co Q CL 0 CD 0 <0 W O =h O UQ U- a �5 a << Q � O U7 0 U <0C) Q° W co < T c ai J 4) u E a L .D � � 0 < N N N O..,� aa)) :3 o as E Q cn 00� 0 0 n. d i ❑/ L L C 2 NON -RATED PARTITIONS ---1/2" GWB BOTH SIDES - —1/2" GWB BOTH SIDES 2x4 WOOD STUDS @ 16" O.C. STAGGERED 8" O.C. ON 2x6 WOOD PLATES 3 1/2" WOOD STUDS @16"O.C. To UNDERSIDE ---�" ACOUSTICAL BATT OF STRUCTURE INSULATION RATING TEST VALUE RATING TEST VALUE - - 0 HR - - 0 HR FRAME SIZE SPACING FRAME SIZE SPACING II WOOD 3-1/2" 16" 0. c. II WOOD 3-1/2" 8" O.G. V m V m U FACING I LAYER MATERIAL THICKNESS GWB 1/2" U FACING 1 LAYER MATERIAL THICKNESS GWB 1/2" 1-1 LAYER GWB 1/2" 1 LAYER GWB 1/2" oA NON RATED 2x4 WD. STUD PARTITION NON RATED WOOD STUD WALL TYPICAL INTERIOR WALL oB WITH SOUND ATTENUATION 1/2" GWB BOTH SIDES 1/2" GWB BOTH SIDES 2x6 WOOD STUDS @ 2x4 WOOD STUDS @ 16"O.C. TO UNDERSIDE OF STRUCTURE *NOTE: TOP OF WALL TO 42" ABOVE SUBFLOOR* 62" 42" RATING TEST VALUE RATING TEST VALUE - - 0 H R - - OHIR FRAME SIZE SPACING FRAME SIZE SPACING a u WOOD 5-1/2" 16" O.C. u WOOD 3-1/2" 16" O.C. m m w FACING 1 LAYER GWB, MATERIAL THICKNESS WATER RESISTANT 1/2" FACING 1 LAYER MATERIAL THICKNESS GWB 1/2" 1 LAYER GWB, WATER RESISTANT 1/2" 1 LAYER GWB 1/2" NON RATED 2x6 WD. STUD PARTITION NON RATED 2x4 WD. LOW WALL oc <0E) 3 G! ONE HOUR RATED PARTITIONS ONE LAYER 5/8" TYPE 'X' GWB APPLIED ONE LAYER 5/6" TYPE 'X' GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF WALL EACH SIDE OF WALL (WATER RESISTANT AT NET WALLS) -5 2" GATT INSULATION (NOT REQUIRED BY FIRE TEST) ---- 2x4 WOOD STUDS @ 16" O.C. STAGGERED - 2x6 WOOD STUDS @ 16"O.C. TO 8" O.C. ON 2xb WOOD PLATES UNDERSIDE OF STRUCTURE " BATT INSULATION (NOT --TYPE S OR W DRYWALL SCREWS 7" O.C. REQUIRED BY FIRE TEST) NOTE: VERTICAL JOINTS STAGGERED 16" U4 NOTE: JOINTS STAGGERED 24" D.G. ON 63" O.C., HORIZONTAL JOINTS STAGGERED 24" 4 O.C. ON OPPOSITE SIDES b3" 1 OPPOSITE SIDES. HORIZONTAL BRACING 4 REQUIRED AT MID -HEIGHT _ RATING TEST VALUE RATING TEST VALUE FIRE WP 3660 1 HIR FIRE WP 33BO 1 HR FRAME SIZE SPACING FRAME SIZE SPACING u WOOD 5-1/2" 16" O.C. u WOOD 3-1/2" all O.C. �t NC c\n m FACING MATERIAL THICKNESS FACING MATERIAL THICKNESS 1 LAYER GWB, TYPE 'X' 5/8" 1 LAYER GWB, TYPE 'X' 5/8" 1-1 LAYER GWB, TYPE 'X' 5/8" 1 LAYER GWB, TYPE 'X' 5/8" 1 HR. WOOD STUD WALL BEARING 1 HR. WOOD STUD WALL BEARING 1A 1B (GA. N0. WP 3660) (GA. N0. WP 3380) ONE LAYER 5/8" TYPE 'X' GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO INTERIOR SIDE OF WALL 2X4 WOOD 5 @ 16" 2" APA RATED EXTERIOR GRADE SUDS SHEATHING 0 5 1" BATT INSULATION 8" CMU BEARING UL 2 w CLASSIFICATION MARKING w 2x6 WOOD STUDS @ 16"O.C. TO UNDERSIDE OF STRUCTURE Y"' GWB TYPE S OR W DRYWALL SCREWS 7" O.C. 6511B -4 118" RATING TEST VALUE RATING TEST VALUE FIRE UL 356 1 a41R FIRE UC105 2 HR FRAME SIZE SPACING FRAME SIZE SPACING n WOOD 5-1/2" 16" D.C. n - GYU 7 5/8"Nt m m FACING MATERIAL THICKNESS FACING MATERIAL THICKNESS 1 LAYER GWB, TYPE 'X' 5/8" 1 LAYER EXT. GRADE SHIEATPING 1/2" 1 HR. EXTERIOR WOOD STUD WALL BEARING 1 HR. CMU PARTY WALL BEARING D (UL #356) (SIMILAR TO UL# U905) ONE LAYER 5/8" TYPE 'X' GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF WALL 3 2" BATT INSULATION (NOT 8" CMU BEARING UL REQUIRED BY FIRE TEST) CLASSIFICATION MARKING 2x4 WOOD STUDS @ 16"O.C. TO UNDERSIDE OF STRUCTURE TYPE S OR W DRYWALL SCREWS 7" O.C. NOTE: VERTICAL JOINTS STAGGERED 16" 7a" 45" O.C., HORIZONTAL JOINTS STAGGERED 24" O.C. ON OPPOSITE SIDES RATING TEST VALUE RATING TEST VALUE FIRE U905 2 HiR FIRE UL# U305 1 HR FRAME SIZE SPACING FRAME SIZE SPACING u Cl`1U 7 5/B" - u WOOD 3-1/2" 16" O.C. v <r m m Lu FACING MATERIAL THICKNESS FACING MATERIAL THICKNESS 1 LAYER GWB, TYPE 'X' S/S" I LAYER GWB, TYPE 'X' 6/8" 1 1 HR. CMU PARTY WALL (BEARING) l 1 1 HR. WOOD STUD WALL (BEARING) / (SIMILAR TO UL# U905) F \� (UL# U305) 5 1/2" WOOD STUDS @ 16" O,C. 8" CMU BEARING UL CLASSIFICATION MARKING _./ GWB RATING TEST VALUE FIRE UG1105 2 HR FRAME SIZE SPACING II cl-iu 7 5/8'' - m FACING MATERIAL THICKNESS Q U 1 HR. CMU PARTY WALL BEARING) (SIMILAR TO UL# U905) 5 STEEL FRAME, GYPSUM WALLBOARD BASE LAYER 8" TYPE 'X' GYPSUM WALLBOARD APPLIED TO BEAM CAGE WITH 1" TYPE 'S' DRYWALL SCREWS 16" O.C. FACE LAYER 8" TYPE 'X' GYPSUM WALLBOARD APPLIED TO BEAM CAGE WITH 1 4" TYPE 'S' DRYWALL SCREWS 8" O.C. BEAM CAGE FABRICATED FROM HORIZONTALLY INSTALLED STEEL ANGLES (25 GAUGE HAVING I" AND 2" LEGS) LOCATED NOT LESS THAN 2" FROM BEAM FLANGES. I" LEGS OF THE UPPER ANGLES SECURED TO STRUCTURE ABOVE WITI 12" TYPE 'S' PAN HEAD SCREWS 12" O.C. 'U' SHAPED STEEL BRACKET FORMED FROM 25 GAUGE 'U' SHAPED STEEL CHANNELS 24" D.C. SUSPENDED FROM UPPER ANGLES WITH 2" TYPE 'S' PAN HEAD SCREWS AND SUPPORTED 1"x2" ANGLES AT LOWER CORNERS ATTACHED TO BRACKETS WITH 2" PAN HEAD SCREWS, OUTSIDE CORNERS OF GWB PROTECTED BY 0,02" THICK STEEL CORNER BEADS CRIMPED OR NAILED. 2 HR. BEAM, GIRDER GA FILE NO. BM 2120 0 ROOF/CEILING ASSEMBLIES WOOD TRUSSES, GYPSUM WALLBOARD BASE LAYER 8" TYPE 'X' GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 J" TYPE S OR W DRYWALL SCREWS 24" O.C. FACE LAYER 8" TYPE 'X' GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 a" TYPE S OR N DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES AND i 2" TYPE G DRYWALL SCREWS 12" O.C. PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER JOINTS, WOOD TRUSSES SUPPORTING 2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8d NAILS, APPROPRIATE ROOF COVERING WHERE BUILDING IS NOT EQUIPPED THROUGHOUT W/ AN APPROVED SPRINKLER SYSTEM, ATTIC DRAFT STOPPING BECOMES REQUIRED FOR ANY SPACE OVER 3,000 SQUARE FEET, DRAFT STOPPING TO BE 8" GYPSUM BOARD ON ONE SIDE OF TRUSS. GENERAL CONTRACTOR TO VERIFY LOCATION, 1 HR. ROOF/CEILING ASSEMBLY GA FILE NO. RC 2602 WOOD TRUSSES 7 FLOOR/CEILING ASSEMBLIES WOOD TRUSSES, GYPSUM WALLBOARD ONE LAYER PROPRIETARY TYPE 'X' GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO RIGID FURRING CHANNELS 24"O.C. WITH 1" TYPE S DRYWALL SCREWS 12"O.C. AND 1 Y" FROM EDGES. GYPSUM BOARD END JOINTS LOCATED MIDWAY BETWEEN CONTINUOUS CHANNELS AND ATTACHED TO ADDITIONAL PIECES OF CHANNEL 60" LONG WITH SCREWS 12"O.C. RIGID FURRING CHANNELS APPLIED AT RIGHT ANGLES TO PARALLEL CHORD WOOD TRUSSES WITH DOUBLE STRAND, 18 GAUGE GALVANIZED STEEL WIRE TIES 48"O.C. WOOD TRUSSES SUPPORTING %" NOMINAL INTERIOR PLYWOOD WITH EXTERIOR GLUE. TtG EDGES, APPLIED AT RIGHT ANGLES TO TRUSSES WITH CONSTRUCTION ADHESIVE AND EITHER 6d SMOOTH SHANK NAILS 6"O.C. AT ENDS AND 12"O.C. AT INTERMEDIATE TRUSSES OR 6d RING SHANK NAILS 12"O.C. ADHESIVE APPLIED TO EACH TOP CHORD AND GROOVED EDGES OF PLYWOOD. END JOINTS STAGGERED 48" fA °ee o°ooe°e 1 HR. FLOOR/CEILING ASSEMBLY GA FILE NO. FC 5515 WOOD TRUSSES WOOD JOISTS, GYPSUM WALLBOARD ONE LAYER OF V PROPRIETARY TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO RESILIENT FURRING CHANNELS 16" O,C. WITH 1" TYPE S DRYWALL SCREWS 12" O.C. GYPSUM BOARD END JOISTS LOCATED MIDWAY BETWEEN CONTINUOUS CHANNELS AND ATTACHED TO ADDITIONAL PIECES OF CHANNEL 72" LONG WITH SCREWS 8" O.C. RESILIENT FURRING CHANNELS APPLIED AT RIGHT ANGLES TO 2 X 10 WOOD JOISTS 24" O.C. WITH 6d COATED NAILS, 1-3/8" LONG, 0.0"12" SHANK, Yq" HEADS. WOOD JOISTS SUPPORTING 3/4" NOMINAL INTERIOR PLYWOOD WITH EXTERIOR GLUE TtG SUBFLOOR PERPENDICULAR TO JOISTS WITH JOISTS STAGGERED. UNDERSIDE OF T$G JOISTS COVERED BETWEEN JOISTS SPACING WITH 6" X 2242" X %'I TYPE "X' GYPSUM WALLBOARD BATTENS ATTACHED TO FLOORING WITH 16 GAGE X 1- Y8" LEGS X Y" CROWN STAPLES SPACED 7" O.C. ALONG EACH EDGE, DEAD SPACES IN UNIT BATHROOMS ARE NOT REQUIRED TO BE RATED WHERE NOT SHOWN TO BE CHASE FOR MEP. GENERAL CONTRACTOR TO CONTINUE I HR RATED FLOOR ASSEMBLY THROUGH THESE SPACES. ---------------------- 1 HR. FLOOR/CEILING ASSEMBLY GA FILE NO. FC 5415 WOODJOISTS 0 _Y U oul� (n I I I I i I I I 3 > w 5 I w 5 I W z z z x ° 0 w 0 w 0 w 0 U z z w A Q (� U U a, cn co') c U q 104 a- O 24 O O P, � a P a1 a c o 0 cn 0 "o 0 o 0 Ln R o 0 .. O 0 O O O O J Q W (n �.;e�r no. dl,c`N ^y: 2006 068.001 ce c KC by: L l 0 AIS' NOTED shee. no. A!i L S N >, C C 3 t[f (>7 0 L +� 'O "10 N ca) m� �C cNp 0 �3 0 0L NN N c c 0 L c 0 0 cO >+ C t>s .0 N 3c L 'us o c ro N aE .c 'o L N N L 0 L Uc 0 0w L •L a� m > C +� N 0 `- co -c E� -O O C C N U} JN J � �E W U ¢0 U N 0:E Q � c'3 Y .Q = 41 L c W O aN 0 �c "0 O >,'a t c O O 0 c L. O. N L C E cu 'o 0 N L N O (D c L N 4, C 30 Q N N � c c a 0 c cQ N�•L �L (Q � > E_ .c U) o N L .0 0 C U N � N ,,L, 0 0 �U U) vi ce c ma) .0 -0 v-0 N N U C N O coo � �o N U c O. U alt > �r 6� L � c .c 0' Q� O .c E 0) 0 `- N 4C cn .0 �E ( D .6c E(D O L O c O _c_j-0 O.- co Uj .c 0) co 0-0 c 0�O 0 W O. 2F 0 UQ(D _j_ U? u- 0- a F_2 a t>s Ul o c < u 0 UJ N I- E L c U.. +�+ W C E Q N 0 N C � x c aa�E Q U) 0 O N 4 L 0 A Q .0 N U a� -_F_ *� v t�lr Y � QQa. d 1 06 q o� 7—� f"' A B C D ® 1/2" GWB BOTH 1/2" GWB BOTH j j SIDES SIDES 2x6 WOOD STUD TOP 1/2" GWB BOTH w 2x4 WOOD STUDS BOTTOM PLATES SIDES r n 916"O,C. TO 2x4 WOOD STUDS @ 16" ----SEE STRUCTURAL FRAMIP l;J w UNDERSIDE OF STRUCTURE O.C. STAGGERED 8" O.C. PLANS FOR SHEAR WALL SEE STRUCTURAL FRAMI TO UNDERSIDE OF 7 LOCATIONS. PROVIDE r(6 PLANS FOR SHEAR WALL `-F2'RI;01A fICAL PLYWOOD OR OSB Z LOCATIONS. PROVIDE 7/16' I-�UCTURAL FRAMI G SHEATHING ® HPLYWOOD OR OSB PLANS FOR SHEAR WALL TO ONE SIDE OF FRAMING ROI�YSPTtI BDAF SHEATHING LOCATIONS. PROVIDE 7 /16 4'" 2 TO ONE SIDE OF FRAMIN 61" 2 PLYWOOD OR OSB 62" 16"O.C. TO BEFORE GYP. WALL BOA --�!' SHEATHING UNDERSIDE OF I"— TAG: OA TAG: OB TO ONE SIDE OF FRAMIN TAG: OC STRUCTURE TYPE: NON -BEARING TYPE: NONE*N��N&YP. WALL BOA L�YPE: NON -BEARING RATING: 0 HOURS RATING: 0 HOUR RATING: 0 HOURS FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A DESCRIPTION: TYPICAL 2x4 WOOD DESCRIPTION: 2x4 ND STUDS STAGGERED DESCRIPTION: TYPICAL 2x6 WOOD INTERIOR PARTITION ON 2x6 PLATE INTERIOR PARTITION 5'-0" —611 all7'-4" -8" -6' -8' 1_ '_8" 7'-4" '-811 '- h,_�;,, .a + "62 MO. T 2Q'-4" 1 _O" ONE LAYER 5/8" TYPE 'X' GWB EACH SIDE 1/2" GWB BOTH 5 2" BAIT INSULATION SIDES SEE STRUCTURAL FRAMIN ` p PLANS FOR SHEAR WALL 2x4 or 2x6 WOOD LOCATIONS. PROVIDE 7/f6' STUDS 1611O.C. PLYWOOD OR OSB SHEATHING $NOTE: TOP OF WALL TO ONE SIDE OF FRAMING >. TO 42" AHOVE R&F6Y?T�QL�, BOAR Al 4 SUHFLOORi` 1/2" or 6 1/2" 311 64 16"O.C. TO UNDERSIDE OF STRUCTURE TAG: OD TAG: IA TYPE: NON -BEARING TYPE: BEARING RATING: 0 HOUR RATING: 1 HOURS FIRE TEST: N/A FIRE TEST: WP 3660 DESCRIPTION: 2x4 or 2x6 ND STUDS LOW DESCRIPTION: TYPICAL 26 WOOD WALL BEARING WALL 5'-411 1. 18'—p11 12'-011 12'-011 - I— — - - � - - — - - ONE LAYER 5/81' TYPE ONE LAYER 5/8" TYPE 'Xl GWB EACH SIDE X1 GWB 2x4 WOOD STUDS @ 16" O.C. STAGGERED 8" w O.C. ON 2x6 WOOD Ic 5 2" BATT INSULATION �$ Ei�TPRUCTURAL FRAMI G PLANS FOR SHEAR WALL 2x6 WOOD STUDS LOCATIONS, PROVIDE 7/16' 16"O.C. TO PLYWOOD OR OSB UNDERSIDE OF SHEATHING STRUCTURE TO ONE SIDE OF FRAMIN I" APA RATED 6311 �t FC �xYP. WALL BOA D. 66" EXTERIOR GRADE SHEATHING INSULATION (NOT TAG: 1B REQUIRED BY FIRE TAG: IC TYPE: BEAA�RV TYPE: BEARING RATING: I HOURS RATING: I HOURS FIRE TEST: WP 3380 FIRE TEST: UL# U356 DESCRIPTION: STAGGERED 2x4 WOOD DESCRIPTION: EXTERIOR 2x6 WOOD BEARING WALL BEARING WALL 28q' -4" - - - 180' --0" 13' —411 22' -0" c['-0" 7'-011 18'-8" `� _82u III-,, -- ICE* -mommommom -- - ONE LAYER 5/81" TYPE 2x4" WOOD X' GWB EACH SIDE 5 1/2" WOOD 0 STUDS @ 16" O.C, y 1 STUDS @ 16" 3 2" GATT INSULATION C 8" CMU 8" CMU BEARIN UL G -8°GMU BEARING UL CLASSIFICATION BEARING UL CLASSIFICATION MARKING 2x4 WOOD STUDS @CLASSIFICATION MARKING 16 O.C, TO UNDERSIDE MARKING OF STRUCTURE Y2111 GWB -y2111 GWB 11511 8 /�/85n A311 4 C 11_1 J11 8 \ TAG: ID TAG: lE TAG: IF TAG: IG TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING RATING: I HOUR RATING: 1 HOUR RATING: I HOURS RATING: I HOUR FIRE TEST: SIMILAR TO UL# Ug05 FIRE TEST: SIMILAR TO UL# U905 FIRE TEST: UL# U305 FIRE TEST: SIMILAR TO UL# Ug05 DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: INTERIOR 2x4 WOOD DESCRIPTION: 8" CMU WALL AT INTERIOR BEARING WALL _ 10'-8" le 11'-4" 5'-0" 14'-8" 5'-0" 5'-411 u 11 1 u 1 11 I II 1 n 1 n 1 n 1 1, 1 Iu 6 -21 - 51 -D =0, - -8 7 -4 -8 - - - '"3'-S" 7'-4" -8"' 2 - 11 11 I_ i2- �_ I �21_ II I I " - 2 uBED//2#BATH v I- -- - UNIT #127 -- ®LD Q dJ 2 BED/2 BAT+ m L I \L_7 FTC I MISS' 0 mill L—J \ vLi 1 # ' UNIT #U m _ - _ `9 = BED/I BATH C11, UDIOfI BATH O �j i \ O (n - e FO U I - .. .. -��-� O - - = -- - • e - - - 00 1 B 1 1 DINING I- h \ / L - o • - 1B - - - - - ROOMao 0 - - - - J J [io { 1 clog -' , _ a - LI- UNIT TYPE "B" JNIT TYPE e + J - -/�l \ o - - 1 LUNIT #124 UNIT #104 - _ / O - - o I e A -1 1 BED/I BATH I BED/1 BATH ® - � _ -__ _ ' � - UNIT #123 I J 11 .I INIT #105 �9 _ 1 BED/I BATH ul UDID/I BATH CID E/ I - - - BISTRO - _ G108A = IT I ao / \O _ 1 1 -J 1 - -- -- - - - ® - --® 1 17 I\U \ / ,m \2R 1 PRIVATE L - - DININGBISTRO _ a KnICHEN ee - ® 1 :am xe ns. I GI10 ^C108 G h _ B r UNIT TYPE "B" /- J, $ -- \ -- -- iv 1 N ° • L_ UNIT #122 I, O cl2oc o - UNIT #121 - -_ -- _-- -- _. _._ _.. _.. -_ -- _- BED/I BATH o .--- -- 5TUD10/1 BATH OB /t_ F------- un ® I --TF - o N 1 l a2oAi� ® -- - _ 1 1 O __ _ 1Oil UNIT TYFIE o c0 UNIT #106 O / II --- __ -- --- -- ---- --- - -- --- --- -- ... ._ ,_.. __. -- — , ._ o N in I BED/I BATH - - M 1 21 8" 2 -2" _ - 1- - o ^^��['^,.�� �I d[� - N e e SElm - 0' ® ®' LOUNGE /I 1 I mxxs�0 -' N $ER1LLCeF - - - CARPET / I " I _ m - - a23 - - - - 1A _1 WH C104 i � \ WATgE�RrNTR IPARLOR 0 / B /I UNIT #114 RIE51DEN 18 4 GI39+35 III O - - - ELEV. CI01 W LrNS I- BEDA BATH �ET T I- e " LAUNDRY 3.1 C133 I # UNIT 120 co �' I - Cl2z}l� - - - e 1 I BED/I BATH -- I SPRINKLER I 1 GIFT -_t- 106 I I I ® 1 L —t WATER a I �. ACTIVITIES i g{.�Op '_ - _ ai� CM A ROOM 'Q� L GI 3 e cn3 c112 I - - �� II 1 I T / # 0 - O `n': F!A� NELS 7 o� - I L(/1 N 77 T — 0 1EN All 2 F12441�3 E:> - — RESIDENT _ I E- - CORRIDOR O 1 2 1 1 = _ = LAUNDRYc12� Iv I --- 1 _ 1A c137-3,1-JL o co n Gl26 I( — : ❑ 1 / N �n UNIT #107m 7-F7- C - - - - I BED/I BATH =1 1 -- o . MAIL - I 1 e sckmEpn_ n I - PORCH A 1 B I ; C102 / I # / n n - .■� - I - I ml ( � I I bED/I BA ®I EMPLOYEE L UNIT #119 0 / ® — - - - -I � _-- _ - - - - - LOUNGE - I BED/I BATH I 1 \ 1 -; MULTI_f!u9 OSE I CART LIBRARY 1\ _- 1 B 1 1 1 B ! 1 A L I 1 I a� ./ 3ATrl \ 1 -- - L I als G1O3 UNIT #1!5 nl _ ulq - GIGS - ! q / , I _ I -\ UNIt TYPE n II i I I / I 1 24,_ " --"12T _ 1 _ I T i I Lill hl NI � � r�l gUSINEt3 BA ----- i r - \ > I ----- - -- - -- - J OFFICE el \ 11 4�11 �1 / G117 '1Cioo T I I� � 14 I - I I I 1 BED/1 BA I �i S&NED — m151I 2lR l I I I -- - - - _ I = uo STAIR 9 _ j �Iff N' m i I CID L L I J --. oNI I 4� n STAIR 2n m a I�—B 1AI L,I � � I ICLI 00 TYPE y 2 BE�D/2#�aA7 H I - I I Lit pf I _ I I I I L ILo_ I -- '' LO UNIT #111 -- ! -- - _ ! - - -- _ m 2 SED/2 BA',LJ jNIT I - -- \ n SNIT #110 co l 2 BED/2 BATHJI ! ! Q i I C-rIII C TO PROVIDE EARLY COl' 1PLETION OF MODEL)G, III I 1 u j _ i �! 11 _ 1 III I III, 11 , II 11 _ 6 -6 ! 5'-4 —0 '61 UNITS #107 #105. #I10. -6! -8 7 -4 -8'I -6 -8 -61 -8 7'-4 8°I -61 11 -4 12 -6 4 -�? 13'-0 11 -3 --- 14 -3 4 -�f �i -0 13 -4 -- 12 -4 — -- 14 -0 6 -0 5 -6 — - = 8 ! 7 -4 -8 6, ____X 8 -6z. SEE SPEC 01320 ® -6: ?I_ 11 I I � 1 5'-0" 4'-8° 5i 0" 15'-41 5'-0" Jam- - * - - - - - _ --- --�— � _- :�-- -----. - - -- ---... -- - --- ... -- --- -� ---------------- 0,, -- co I I li �! Ali �I III I 'I �1 II I; II I VI MASONRY OPENING SCHEDULE FOR FIRST FLOOR WINDOWS WINDOW UNIT NUMBER WINDOW UNIT SIZE MASONRY OPENING SIZE _6►i 31_011 X 51 1► X 51_811 314 61-011 X 51-611 61-011 X 51-811 31-011 X 41_411 31-411 X 41_811 61-011 X 41-411 61-011 X 41_811 21-011 X 31-011 21-011 X 31-411 21-811 X 51-611 21-811 X 51_811 GENERAL NOTES Elevator shaft walls and first floor perimeter walls only are to be masonry Provide wood blocking as required to fit window unit size 1_`�FI R S T F L00 R P LAN A-2.1 SCALE. 3/32"=1'-0"' 36,350 SgFt r SNIT UNIT TYPE QUANTITY- FIRST FLOOR UNIT QUANTITY - FACILITY ONE BEDROOM 17 73 TWO BEDROOM 8 i 24� STUDIO 3 11 TOTAL 28 108 1 � U I zoCn w wlw I 1 W w w w U 0 U 0 U O 0 W �D W U W U v) W L4n W U .000�000� CA o, ,--1 O O O O O O drcw7 by. I Q &I C:C K, y: 20')6 :cn 1 approved by: 35 '52 = 0" sheet no. • I U) �0 C m m 4 L C 0 0)-C 0 •� 3 ,Z a)U) ZC 0 0� C 0 0 C >c 0 t° L V) 3C 0 o •� � a0i tB E C,o L W z C '= C Oi L. v- U C O 0 '10 :-1 0 c0 am m > C 4 0w C 0 f6 N E •O 0 O C t0 N �-0 J N J :3 W N � U Q0 U (n or Qq N Y 6 I.0. J C LL 0 a. N 0 as (p C `~ U O >'D C N 0 C 0. N W C C m m N � r C� c 30 a L C N C 0 U C f0 20 � N t0 E N 4 N O N �o O U m fA L_ 0 0 fa O C =0 m0 '0 W U cN 0 ro� O U C N f0 (D O- U O N L Q I- O > N N r ( C 0 U) 0) rN. C m� Q � 0 r L6 rn 0 � C .p L � O NE .n C E 0 C '' 0 O � tfS QJ CSC 0) W S �Q m � � O 6 6) 55 UO 0� L; LL C; C Q Uj LL L 2 COL U0 4- O O U_ U) C < 0 0 � 0 � < �0 J Q� U) LO > xX O Q) O N E ® W t� 0 .C3a 0 A M Q N U n. Q ' - F—r I 2 3 m 5 0 7 1 m B C I b 421,E /2" GNB BOTH SIDES 2x4 HOOD STUDS P16"O,C. TO JNDERSIDE OF STRUCTURE SEE STRUCTURAL FRAMIP DLANS FOR SHEAR NALL _OCATIONS. PROVIDE 7ii; �LYNOOD OR OSB 3H EATP I NG 70 ONE SIDE OF FRAMIN( BEFORE GYP, WALL BOAF TAG: OA TYPE: NON -BEARING RATING: 0 POURS FIRE TEST: N/A DESCRIPTION: TYPICAL 2x4 HOOD INTERIOR PARTITION 1/2" GNB BOTH SIDES 2x6 HOOD STUD TOP t BOT70M PLATES 2x4 NOOD STUDS @ 16" O.C. STAGGERED 8" O.C. TO UNDERSIDE OF 'R��bJj �ICAL _9�RUCTURAL FRAM11 l PLANS FOR SHEAR NALL LOCATIONS. PROVIDE % 621' PLYWOOD OR OS13 SHEATHING TAG: OB TO ONE SIDE OF FRAMIN TYPE: NONE-6EW4YP. NALL BOAC RATING: 0 HOUR FIRE TEST: N/A DESCRIPTION: 2x4 ND STUDS STAGGERED ON 2x6 PLATE 1/2" GNB BOTH SIDES —SEE STRUCTURAL FRAMIP PLANS FOR SHEAR NALL LOCATIONS. PROVIDE % PLYWOOD OR OSB SHEATHING x TO ONE SIDE OF FRAMIN( 0�'Y�TtL� BOAF 62" 16"O.C. TO UNDERSIDE OF TAG: 'FrYPE: OC STRUCTURE NON -BEARING RATING: 0 POURS FIRE TEST: N/A DESCRIPTION: TYPICAL 2x6 WOOD INTERIOR PARTITION 1/2" GNB BOTH SIDES 2x4 or 2x6 HOOD STUDS @ 16"O.C. *NOTE: TOP OF NALL TO 42" ABOVE SUBFLOOR* 4 1/2" or 6 1/2" TAG: OD TYPE: NON -BEARING RATING: 0 HOUR FIRE TEST: N/A DESCRIPTION: 2x4 or 2x6 ND STUDS LON NALL ONE LAYER 5/8" TYPE 'X' GNB EACH SIDE 5 1" BATT INSULATION SEE STRUCTURAL FRAMIN PLANS FOR SHEAR NALL LOCATIONS. PROVIDE PLYWOOD OR OSB SHEATHING TO ONE SIDE OF FRAMING PggUC�Y?T 11�L6 BOAR 6311 16"O.C. TO UNDERSIDE OF STRUCTURE TAG: 1A TYPE: BEARING RATING: 1 HOURS FIRE TEST: NP 3660 DESCRIPTION: TYPICAL 2x6 HOOD BEARING NALL ONE LAYER 5/8" TYPE 'X' GNB EACH SIDE 2x4 HOOD STUDS @ 16" O,C. STAGGERED 8" O,C, ON 2x6 WOOD 16 E�TPRUCTURAL FRAMIP PLANS FOR SHEAR NALL LOCATIONS. PROVIDE % PLYWOOD OR OSB SHEATHING 6311 TO ONE SIDE OF FRAMIN( § iF f YP. NALL BOAF INSULATION (NOT TAG: IB REQUIRED BY FIRE TYPE: BEAATf �V RATING: I POURS FIRE TEST: NP 3380 DESCRIPTION: STAGGERED 2x4 WOOD BEARING NALL I)RQI-All ONE LAYER 5/8" TYPE 'X' GNB 5 2" BATT INSULATION 2x6 WOOD STUDS @ 16"O.C. 70 UNDERSIDE OF STRUCTURE 2" APA RATED EXTERIOR GRADE SHEATHING TAG: 1C TYPE: BEARING RATING: 1 HOURS FIRE TEST: UL# U356 DESCRIPTION: EXTERIOR 2x6 WOOD BEARING NALL 2x4" HOOD STUDS @ 16" O.C. allCMU BEARING UL CLASSIFICATION MARKING Y'' GNB TAG: ID TYPE: BEARING RATING: I HOUR FIRE TEST: SIMILAR TO UL# U905 DESCRIPTION: 8" CMU NALL AT INTERIOR 7a5" 8" CMU BEARING UL CLASSIFICATION MARKING TAG: 1 E TYPE: BEARING RATING: I HOUR FIRE TEST: SIMILAR TO UL# UR05 DESCRIPTION: 8" CMU NALL AT INTERIOR LAYER 5/8" TYPE xN8 EACH SIDE BATT INSULATION HOOD STUDS @ ,C, TO UNDERSIDE STRUCTURE 43u 4 5 1/2" HOOD STUDS @ 16" 8"CCMU BEARING UL CLASSIFICATION MARKING Y2"' GNB TAG: IF TAG: IG TYPE: BEARING TYPE: BEARING RATING: 1 HOURS RATING: I HOUR FIRE TEST: UL# U305 FIRE TEST: SIMILAR TO UL# UR05 DESCRIPTION: INTERIOR 2x4 WOOD DESCRIPTION: 8" CMU NALL AT INTERIOR BEARING NALL SCALE: 3/32" 1 `-0" 33,730 SgFt UNIT TYPE ONE BEDROOM TWO BEDROOM UNIT QUANTITY- SECOND FLOOR. 27 8 i UNIT QUANTITY FACILITY 73 24 STUDIO 4 ] 1 TOTAL 39 108 I I I, � I O i i W I IWW w W W W U U U w w 4. H z W U W U 00 rA 0 cn 1:101 U) C.4) o , D o 0 0 0 0 0 O 'IT e: c -ecKed cy: - L n,G beet no V) c '0 m� o'a c a) U) c m0 v3 0 o� �u) _c c 0 c 0 0 C U o t° s N 3 c 0 L U) O C a) Q .E "o W _c a) O Al 4- U c O 0 om a� > a) � c +. 0 0 C 0 ao m .T Eh .0 0 c c ca a) J41 � J 3 uE W � Qtr- U O N � L Q c W m Y� � .O I c J C U 0 d N O U) C "- U 0 >,'a t C a) M a cn 0 c 0 0-.0 a) C ,E a) � L U! o r a) C 'F N �.. C 30 0. V) a) a)a) c a) c� U C _ W N N a) E> O L O cn L_ '0 0 C U RS N C C O 0 �U (ten rn �o .N C U 0 CO :r; N _0 0 U U) a) f0 � Q U a) a) L a a) �> O .c 4� �3 °) m =v QO Lo rn o r--N 4 c .0 L� N .E ER C U 0 U '� a_ OD to 0Lij ) T_Q Im d0 O)� U 0 '� L ._ w o� a) WTq o U m LL o 1W- < 4 0 I- L UU�o :n a d 0 0 UJ CIO en .0 <C® Ica) W^ ' LL U N L Q u -ONc �a)E 0, Nam' 00� �__� 0 Q AU) t_ 0 �Q 2 3 4 5 0 7 0 n C 1/2" GNB BOTH SIDES 2x4 HOOD STUDS @16"O.C, TO UNDERSIDE OF STRUCTURE SEE STRUCTURAL FRAMIP PLANS FOR SHEAR NALL LOCATIONS. PROVIDE 7/6 PLYWOOD OR OSB SHEATHING TO ONE SIDE OF FRAMIN( BEFORE GYP. NALL BOAF TAG: OA TYPE: NON -BEARING RATING: 0 HOURS FIRE TEST: N/A DESCRIPTION: TYPICAL 2x4 HOOD INTERIOR PARTITION D C c F F- 1/2" GNB BOTH SIDES 2x6 HOOD STUD TOP BOTTOM PLATES 2x4 HOOD STUDS @ 16" O,C, STAGGERED 8" O.C. TO UNDERSIDE OF F 'R jl �ICAL � UCTURAL FRAMII PLANS FOR SHEAR NALL LOCATIONS, PROVIDE 7/E 62 PLYWOOD OR OSB 2 SHEATHING TAG: OB TO ONE SIDE OF FRAMIN TYPE: NONE*ER�fN&YP, NALL BOA} RATING: 0 HOUR FIRE TEST: N/A DESCRIPTION: 2x4 ND STUDS STAGGERED ON 2x6 PLATE 1/211 GNB BOTH SIDES SEE STRUCTURAL FRAMIP PLANS FOR SHEAR NALL LOCATIONS. PROVIDE PLYWOOD OR OSB SHEATHING xr O ONE SIDE OF FRAMING l?�&> qY?Tl 11_6 BOAF I 62" 16"O.C, TO UNDERSIDE OF TAG: OC STRUCTURE �-YPE: NON -BEARING RATING: 0 HOURS FIRE TEST: N/A DESCRIPTION: TYPICAL 2x6 HOOD INTERIOR PARTITION /2" GNB BOTH 31 DE5 2x4 or 2x6 HOOD STUDS @ 16"O.C. NOTE: TOP OF NALL TO 42" ABOVE SUBFLOOR* 4 1/2" or 6 1/2" TAG: OD TYPE: NON -BEARING RATING: 0 HOUR FIRE TEST: N/A DESCRIPTION: 2x4 or 2x6 ND STUDS LON NALL ONE LAYER 5/8" TYPE 'X' GNB EACH SIDE 5 2" BATT INSULATION = SEE STRUCTURAL FRAMIN PLANS FOR SHEAR NALL LOCATIONS, PROVIDE 7/6" PLYWOOD OR OSB SHEATHING TO ONE SIDE OF FRAMING PW�0�Y?TL6�L6 BOAR 6311 16"O.C. TO UNDERSIDE 4 OF STRUCTURE TAG: 1A TYPE: BEARING RATING: 1 HOURS FIRE TEST: NP 3660 DESCRIPTION: TYPICAL 2x6 HOOD BEARING NALL ONE LAYER 5/6" TYPE 'X' GNB EACH SIDE 2x4 WOOD STUDS @ 16" O.C. STAGGERED 8" O.C. ON 2x6 HOOD 1 ��F�TRUCTURAL FRAMIh PLANS FOR SHEAR NALL LOCATIONS. PROVIDE 7ri6 PLYWOOD OR OSB SHEATHING TO ONE SIDE OF FRAMING 61 F �xYP. NALL BOAF INSULATION (NOT TAG: 1B REQUIRED BY FIRE TYPE: BEATFRV RATING: 1 HOURS FIRE TEST: NP 3380 DESCRIPTION: STAGGERED 2x4 HOOD BEARING NALL ONE LAYER 5/811 TYPE 'X' GNB 5 2" BATT INSULATION 2x6 HOOD STUDS � @ 2" 161'o.c. To UNDERSIDE OF STRUCTURE APA RATED 6811 EXTERIOR GRADE SHEATHING TAG: IC TYPE: BEARING RATING: I HOURS FIRE TEST: UL# U356 DESCRIPTION: EXTERIOR 2x6 NOOD BEARING NALL 2x4" HOOD STUDS @ 16" O,C. 8'I CMU BEARING UL CLASSIFICATION MARKING y21[ I GNB TAG: ID TYPE: BEARING RATING: 1 HOUR FIRE TEST: SIMILAR TO UL# U905 DESCRIPTION: 8" CMU NALL AT INTERIOR 75u 8" CMU BEARING UL CLASSIFICATION MARKING TAG: IF TYPE: BEARING RATING: 1 HOUR FIRE TEST: SIMILAR TO UL# U905 DESCRIPTION: 8" CMU WALL AT INTERIOR E LAYER 5/8" TYPE GNB EACH SIDE Z" BATT INSULATION 4 NOOD STUDS @ O.C. TO UNDERSIDE STRUCTURE 44" 5 1/2" HOOD STUDS @ 16" 8°CCMU BEARING UL CLASSIFICATION MARKING Y2III GNB TAG: IF TAG: 1G TYPE: BEARING TYPE: BEARING RATING: 1 HOURS RATING: 1 HOUR FIRE TEST: UL# U305 FIRE TEST: SIMILAR TO UL# UgO5 DESCRIPTION: INTERIOR 2x4 HOOD DESCRIPTION: 8" CMU NALL AT INTERIOR BEARING NALL MWA!` �w. , i SCALE: 3/32"= -0" 33,730 SgFt UNIT TYPE I UNITQUANTITY- THIRD FLOOR UNIT QUANTITY - FACILITY ONE BEDROOM TWO BEDROOM STUDIO TOTAL 29 H 4 i 41 73 24 Il 108 I I L U i I+ I I I i c ocn w w wI w � E•-a H H O w l w w v u u H 0 0 O > ? w W U U W WW WW Wu� O x c� A 0.0 0 0 Ox 00 0 0 0� a a a o c (D O i O O O O O O O N N NO O OM p o act C'. Cr c.vwr: by: 2006_- 068.C10 j e. c ll-,e c k bv: NOV Z0a6 J3/ 2" 1'-0„ opprovea bv: sneet no :c vi c� 0 L N c 0 5 � o .c ®s >'0 z c 0 c 0 0 c �c 0 .c c 0 cm E L �� •L O c E 0 0 L 0 to U C 0 aro m v> � c +, m 0 "- c0 Ga � E -R 0 c c 0 _-a UN J Jui E W Gll Q� 50 OL <c W N Y0 0. 2� J C W 0 0. W 0 '0 U) c '_0 0 U >,"a t C GU N O_ rn 0 C L 0 L Gll E f0 � N (�f N L "0- .c c _F N 4, C 0 0- 0 L C • (U c 0 c U f6 m N 'C N > E— N Cu L N 0 L '0 0 C *' m U tC C 4c� 0 0 �U 41 vi �0 w 00 cu Ci m C U 0 N c N N 0 U f0 a O- U N � C CL f- N > N � �� a)u) 0) 4. 4. C a° N C 0 4 � c O N E 0 � �2 C O Ls CO C > 0 " tB C U O U 'c �- 'Jhh 00 V/ _c 0) W y '- < 0) �- 0 tU CA U) U 0 - w �f 0 U< u LL 0- CL QM w0 00 0 < 0 _ LLt � 0 < (n U) ®� E 0 +. An N .� 0 Z -0 .0 Q Q�N U aQ I 2 3 I L 0 0 B 11 I t- ,�•a� wr■�r ••,�WWWWrWWr�WWWWr�WWWrwMWr�Wrh�grrWWrW►Wr�r►r4rb�Wi�rtR� ����`AW �. �,.�Wr ►wWrn�r��ra�►r �W `wwW�r �■w WWWWr� �►W�r4�►WN �+�■i+rev+�+�+�+�+�+s+�+r�■r�►�+�+�+sw■�mr�■� �r���+ hdWWW Wrw �WW� �A�ArArA��AiArM� WWWWWWrh4�WWrMWWr�WWWW'r� "'�'',�,� r�r�rfrh�r�rWWW ► WWWr Wr�r �w+,rI ' ww�rw�r��Wrn�w�WWW►� , "�rr�►�'�► �. r �r��. �n�A�A�A�A���>HAi1�Ai�a1 ����� rs yi�r��Ayw�M��A�A+A�A� ,1 1 1 - 6" DOWNSPM i IYP. SEE CIVIL DRAWINGS FOR STORM SEWER CONNECTIONS OR DRAIN TO DAYLIGHT DETAILS SCALE: 3/32"=P-0" TI I I I Q i i i I a I cn i I I I I I I I i � I I I O W W W m w O w w z v u U 0 0 0 0 w w w U � U > U w o cn cn cn cnV� U) cn O c o o O o 0 0 0 N N N O O C) It ^ r O O O O O O ,)roject ric. I orcwn L-y-- c Cke(-'j by: NO`J 2006 CCoie:-- - --- - JCproved by: 3f 32"=1 '--0„ sheet no i E L >1 C3 ca m OL 4� QU) c a) 0) -c m0 N c �3 0 0 �r U) U) 0U) c 0 as :� L 0 OU c ..O 0 0 N c _0 L O C 0 a .E C 'o a) a3 -c r E a) 0 a) U) U C 0 Q (4z0 Q 'C f9 N > N >' C O 0 `-- c 0 >,"a (6 2 E +, 0 0 c c f0 ) JN J UJ U 50 Or Qc w 0 Y.6 � .o 0. _c J c w 0 aN Q0 (n c 4- 0 0 U C 0 M a cn 0 c L 0 aN t E N L N 0 L N c_ 'F O ++ C 30 a m c a) �.0 c -a 0 c U N c0 a% 'L C� C ' (D U) 0 fA L 0 C m u U) C C 0 0 �U m0 70 u� C U 0 N Co N N 0 U (d 0 aU L � � a a? > a) @ N L � N � C Q N L Lo N C 0) 0 O � C � O 6 C; N E L a) C E o 'L u aJ � OD ( fj C 0) co Q w0� O1� U 0 .0 w o �Q� 11. 0 (] pFP—� L to 0 0 0 LU Ln .E F- E - L Q Q O =Ca) tea); Q U (� 0 E N M 0o+6 �3a 0 c p, � N U aQ --i, 1 III -1 f -I 2 A 0 C I F 3 4 2' X 2' CEILING MOUNTED FLUORESCENT LIGHT - _ LIGHT FIXTURE 5 11 SCALE: 3/32"=V-0" 7 0 � I � I CJ I I I I z 0 3 cn LLJ O U U U O O O O w w w U 0 T� U 0 U 0 a, W v Q o U q Q •� A A A a a a q O c C3 o N O N O o N 0 O 0 O M 0 d' D .--i O O O O O O nr0;"CI: "C. drawmay. 2DiJ6 C j6x.0:) CRV, c, aie: nE'%'xe- Dy: NOV 20(06 c �e: ;`,proved by: AS NC" D -h?e, no. L c 0 L 4.5� � N 0 N C N mL U) C m 0 0 0 +r � N N c 0 tU :w L•� L C 0 0 C U >+ C 0 to g c 3 0 L •N 0 C Q E C � L L E N 0 L U C 0 0 m L L am a)> a� � .0 C m 0 4- C 0 co E 700 cc mm ..n N J � U)E W V Q� U0 o N L Q c W 0 Y.0 �o = L J C U 0 d(n Qo U) c ,- 0 O >,'o -C C N f0 Q U) 0 C a O N N L C OE c nY 0 to L L aJ C T to .,r C Q N N � C C 0 C U (6 (0 •Qi L N (D > E— L cu N L L W 0 cn i "O 0 C U w N N � C C 0 O 0U Dc =0 N .c 0)a) CE C U C N O � N > 0 0 U T 0 a. U 0 �Q 0 N L �r �C a s N0 �N 4 C cv E �-0 C E0 c E. C U c A CLJ CO_ m co 0 cD �(n O 0 `Z _w Q IY— o UQ� 0- LLJ << L U� o (n C7 U 0 0 0 C �-' E z L 0 Z 0-0 C Ql -J Cll +_ LL t C Qcncn �arE -� N 0 0 z.3 Q 0 �s CL U) U n. Q A B C D REFLECTED CEILING PLAN LEGEND: SYMBOL DESCRIPTION 2' X 4' CEILING MOUNTED FLUORESCENT LIGHT 2' X 2' CEILING MOUNTED FLUORESCENT LIGHT i%-�- CEILING MOUNTED LIGHT FIXTURE WALL SCONCE TRACK LIGHT FIXTURE � RECESSED CAN O CEILING MOUNTED PENDANT LIGHT FIXTURE Q— DIRECTIONAL FIXTURE CEILING GRID ILLUMINATED EXIT SIGN —SEE ELECTRICAL DRAWINGS FOR ALL LOCATIONS ILLUMINATED EMERGENCY EXIT SIGN —SEE ELECTRICAL DRAWINGS FOR LOCATIONS CEILING MOUNTED SMOKE DETECTOR —SEE ELECTRICAL DRAWINGS FOR LOCATIONS O CEILING MOUNTED HEAT DETECTOR —SEE ELECTRICAL DRAWINGS FOR LOCATIONS r-� RECESSED CASSETTE TYPE HVAC UNIT —SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS L — J Cr' q P cu P cu G' ED r CORRIDOR 8'-T,I rKy ACT. I o SOFFIT r - n 8,_0" o ® ® GYP. L - J N DN CORRIDOR 21R flff STAIR UP - - CT. _ DN SOFFIT ii r o 21R '^r -------- a'-o" Y GYP. II UP ' II 17R I I jl M I I a 7 a CORRIDOR ACT. u CORRIDOR 8'-6" ACT. I II O II II - ----- -- STORAGE -------- 9 II a'-0° III II GYP' SOFFIT r o ili II TELE CABLE ROOF II BELOW GYP. a SOFFIT _ E . I I 8'-0" o GYP. a I READING LOUNGE 7'-6" ACT. CORRIDOR 6'-6" CORRIDOR I I M ACT. a'-6" I I I SOFFIT ------- n ACT. o I GYP, LJ ------ II I I I I I i II II I BATHROOM I I GYP, JAN. CL. 8'-0" GYP. d P cu r - SOFFIT `! TELE. o a'-o" SOFFIT 17 GYP. 8'-0" LI i GYP. GYP. 8 -0" I L _ J � All 3'-0" CORRIDOR 5 -5 r'-0�63' 4'- -11" 24'-0" 5'-41" 14-32" 8'-s" I J L J CORRIDOR CT. O I 876,. a------- ACT. GYP. I H I LJ OPEN T o PARLOR I U D Y N ;II BELOW I ( �' 6" � A T. u ry I I N -- I I c 0 CORRIDOR o T i o I SOFFIT 8'-6" 1 I 8'-0" cT. ---- ---- ' M ATRIU LOBBY I GYP. G' � - SOFFIT o r - , GYP, i -0� �,� 12-11 1" " ��„ SOFFIT GYP. L - L - GYP. -- --- -- CORRIDOR 4 _0I ------ a READ G 9 SOFFIT 8'-6" i I O O n GYP. ACT. i ROOF � -6 n BELOW I o I I 2'-6" SOFFIT 11 r - 14 - CORRIDOR I 8'-0"------------------------------------ _ GYP. SOFFIT L J n-�� I I77 i ACT. I � I _� N r-� I I ------ GYP. ( NI L - \ / WATER FITNESS RM I;! CORRIDOR i �' _ i I ' LTER RM. 8'-0" / -�-- 8'-0 FIT ---GYP,: - j—' RECESSED HVAC T)'P. ! / _4 -- STRUCTURE. GC TO RECESS INTO \ ROOF i ___ - U DETAIL AIL TO -- L__ ___ i 1 FOLLOW. ---- -----------------�- --------------------� BELOW SOFFIT i/ // --1- 7R 1_T STAIR RESiD�TROOF LAUNDRY I DN I BELOW o J � ! 9r�� J SOFFIT I 7-6 � L------------------- - STORAGE 21R ! 8'--0" I�� F ---- � ---- SOFFIT CORRIDOR STORAGE �- cYP. — --- — I-- --, 8 0" ROOM n GYP. _ LP ELi � _ �CYP. -� CORRIDOR T 8'-0" 17R, s a- - -- -- - - �_ STAIR I i � _----------r t---- I ACT. ! DN --- \BILLARDS RM PANEL -- O 8'-0" —= 21R1 ;j P GYP. ROOM I I I CORRIDOR I r- ROOF BELOW .I � 'I co IIi ri_` SECOND FLOOR REFLECTED CEILING PLAN A-2.6 SCALE:3/32"=1'-0" — V N � U i N 0 L C Q N 30 a L C 0 c f0 c� 'L c� > fmCD T J I i I z o W I W z W z W ° U w U w U w U cn A O a w V � O w A r�TT� j Q � I I z <t o Q � I O J proleCt no. dre;wn by: �iV 2 v r'- J V I S..n,E,------— approved by: AS N TE.Ji sheet no I i I I 2 3 11 CEILING PLAN LEGEND: SYMBOL DESCRIPTION 2' X 4' CEILING MOUNTED FLUORESCENT LIGHT 2' X 2' CEILING MOUNTED FLUORESCENT LIGHT CEILING MOUNTED LIGHT FIXTURE �-�- WALL SCONCE -dl TRACK LIGHT FIXTURE ® RECESSED CAN O CEILING MOUNTED PENDANT LIGHT FIXTURE �-•- DIRECl10NAL FIXTURE I CEILING GRID ILLUMINATED EXIT SIGN ILLUMINATED EMERGENCY EXIT SIGN -SEE ELECTRICAL DRAWINGS FOR LOCATIONS OS CEILING MOUNTED SMOKE DETECTOR -SEE ELECTRICAL DRAWINGS FOR LOCATIONS V CEILING MOUNTED HEAT DETECTOR -SEE ELECTRICAL DRAWINGS FOR LOCATIONS r — r L - J RECESSED CASSETTE TYPE HVAC UNIT -SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS a I 7 j I j34 CORRIDOR ACT. i 1LJ— SOFFIT CORRIDOR o GYP. s -s' ACT. � �' STAIR 0 8'-0" L I GYP SOFFIT 8'- "" ii STAIR - - GYP. 8'-0" I � GYP I I I I II STORAGE I, D GYP. CORRIDOR 7n�- F� 8 -s" CORRIDORTELE CABLE ACT. -6 GYP. CT. I I II M ji SOFFIT Fd � ii GYP. m II NIFCORRIDORF777,1 II I II II I SOFFIT SOFFIT SOFFIT -F:ola'-o" 8'-0" GYP. GYP. GYP. -------- SOFFIT Gy' RESIDENT LAUNDRY READING LOUNGE 7'-6' CORRIDOR , I ACT ACT CORRIDOR 8'-s" I ' JA CL. 8'-6" ACT. -- -- 8'-01, - -- -- - ® ACT. GYP. N I TELE.-------- SOFFIT 8'-0° 8'-0" GYP. GYP. TOILET SOFFIT U—H ELLA SOFFIT y �� GYP. g'_p o10 �o \N-6, GYP. i �j' , o 7 777�L �\\ I -- IL Join GYP. 7 aI r� JA�� GL• CORRIDORLl ly�ACT. -0' - 3'-11" 3'-0" 24'-0" 3'-0" 2 2 IIT I CORRIDOR 8 6" ---- ---- ,x, PARLOR —------ � ACT. SOFFIT I I GYP. o 1 N GYP. I I %V SOFFIT II I CORRIDOR I � ' ' I CORRIDOR ACT. _ _ _ _ _ _ _ _ o ATRIUM CORRIDOR I 8'—s" SOFFIT 8'-0° I I uV - - - `04 GYP.N SOFFIT ------ ---- L 8'-0" T I o GYP. ' - I T - ------ ® SOFFIT ATER ' HEATER R i I n g _p" ' O O i j GYP. o n GYP i i I ii READING NOOK f II 7,-sn ----------------------- 0 O LI ACT RESIDENT ' LAU DRY I I I 17-6 1-1 ®SOFFIT --------- ACT GYP. I I I I i I I o CORRIDOR � I °� , I I i I � � I� -- —=- I STAIR GYP 'L------------ _� - I'--- ------------------ ------------------ -- ---- ' i STORAGE oI CORRIDOR SOFFIT I CORRIDOR I ROOM j jl 8 -6 8 -0' SOFFIT IT -_ --- i L-------------------------------------------------- ---- --- ACT. GYP. ACT. G1P.-/ _._.._ GYP. --------- II PANE E j ROOM n ------------ STAIR GYP. N - j s s'—o' o I CYF -- — I j CORRIDOR � CORRIDOR -cl ACT• I---- --- I �I I I 11 -:_ THIRD FLOOR REFLECTED CEILING PLAN A-2.7 SCALE:3/32"=1'-0" REFLECTED � U I zl 0 i I I j j I ! I � W W W W U w U U Ow c U z z A Q A O o 0 a a, c+. �T•� w o , Q) o N 0 0 0 0 O 0 c)M 0 -�t 0 0 L AC e3 roro 0 L C 4? 0).0 m e O N .O 0 0 A N 0 N C a L •� ro L C 00 e u A .0 0 ro _a o� ro � a E C � L eE O 0 L U C 0 � ro Q ro N A e �, ro 00 C A � ro E 0 0 C C ro� UN J C J E W 0 F-• 0 Q 0 UN o� 0 'a Q C W ro Y. �o 2" J C W 0 aN Q 0 e `~ 0 O A� t C 0 ro CL0 o e L 0 to O C L N E N ro (A L t 0 e N +, O �S a N 0 � C N (�0 Q C .O 0 C U ro ro� •L ro E t (A 0 N 'O O C V ro ro N L c= 00 U N 4? to 0 C N 0 O U f0 � � U L � a N �ro L Nro e 0 CD cu Q� 0 L 0) 0 r-(III 4 e W 0 IN co c- v N _E N � n C Ill .� a 0JA iL J 00 C/) � a) W '� co 0-0 m �U) 0 L a 0w a U < i U1 u a a d<cu 0 � m e <C00 �E_ IE QO + C < uI L C. in ++ � 0 � oc O 7- N N @o .c a a a U) U aQ 2 3 4 5 6 7 8 7E c n. ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' 1/2" GWB BOTH ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' _c SIDES GWB EACH SIDE GWB EACH SIDE GWB GWB EACH SIDE z 2x4" WOOD STUDS -5 112" WOOD c X -1/2" GWB BOTH -1/2" GWB BOTH --1/2" GWB BOTH X @ 16" O.C. STUDS @16" O.C. ui 0 _'-3 BAIT INSULATION SIDES 26 WOOD STUD TOP & SIDES SIDES 5 BATT INSULATION 5 BATT INSULATION 4- -8" CMU BOTTOM PLATES 8" CMU 8" CMU BEARING UL 1>_ ZXf WOOD STUDS @ 16" 0- BEARING UL CLASSIFICATION BEARING UL 20 or 2x6 WOOD __2x6 WOOD STUDS @ WOOD STUDS @ c a) ui 16"O.C. O.C. STAGGERED 8" O.C. �/-20 WOOD STUDS @ 16"O.C. --2x4 WOOD STUDS WOOD STUDS @ STUDS @ 16 O.C. ON 26 WOOD PLATES CLASSIFICATION MARKING TO UNDERSIDE OF CLASSIFICATION 3)/2" ACOUSTICAL BATTING TO UNDERSIDE OF 16"O.C, TO UNDERSIDE MARKING MARKING c: @16"O.C. TO UNDERSIDE 16"O.C. TO UNDERSIDE STRUCTURE OF STRUCTURE STRUCTURE 0 OF STRUCTURE OF STRUCTURE c *NOTE: TOP OF WALL TO 2x4 WOOD STUDS @ 16" -)/gGWB Y2"' GWB 2 2 u 42" ABOVE SUBFLOOR* u 3Y-," BATT INSULATION I" APA RATED EXTERIOR 0 0 O.C. STAGGERED 8" O.C. TO (NOT REQUIRED BY FIRE GRADE SHEATHING Z 4 5 U) 44" 1,-15" 2 2 8 8 6 UNDERSIDE OF STRUCTURE 6 4 1/2" or 6 1/2" 643" 64" TEST) 68" 115" 0) cn c c A 4-` 0 TAG: OA TAG: OB TAG: 0C TAG: OD TAG: 1A TAG: 1B TAG: ic TAG: 1D TAG: 1E TAG: 1F TAG: 113 TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING L_ c <RATING: 0 HOURS RATING: 0 HOUR RATING: 0 HOURS RATING: 0 HOUR RATING: 1HOURS RATING: I HOURS RATING: 1 HOURS RATING: 1 HOUR RATING: 1 HOUR RATING: 1 HOURS RATING: 1 HOUR 0 0 FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: WP 3660 FIRE TEST: WP 3380 FIRE TEST: UL# U356 FIRE TEST: SIMILAR TO UL# U905 FIRE TEST: SIMILAR TO UL# U905 FIRE TEST: UL# U305 FIRE TEST: SIMILAR TO UL# U905 c h i te c t u re, e n g I n e e ri In g DESCRIPTION: TYPICAL 20 WOOD INTERIOR DESCRIPTION: 2x4 WD STUDS STAGGERED ON DESCRIPTION: TYPICAL 26 WOOD INTERIOR DESCRIPTION: 2x4 or 2x6 WD STUDS LOW WALL DESCRIPTION: TYPICAL 2x6 WOOD BEARING DESCRIPTION: STAGGERED 2x4 WOOD BEARING DESCRIPTION: EXTERIOR 26 WOOD BEARING DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: INTERIOR 2x4 WOOD DESCRIPTION: 8" CMU WALL AT INTERIOR e r i o r d e s i g n+landplanning >, c 252 Holicong Rd., P.O. box 667 cu PARTITION 2x6 PLATE PARTITION WALL WALL WALL BEARING WALL 0 Holicong, PA 18928-0667 U) I 1 215 794 1925 p 215 794 1926 f c 0 0 c E CL c Q c 4- 24'-8" U c :3 0 1,3'- 7 2'-1" 7'- 2 0 cc ALUM. L_ RAILING cu > O -xlBALCONY 00 CONC. CAST. :z cc 41 F 0 C 0 - I110 0 N, 2-8- 1 E �L- 0 CA PET c Oc 13 VINYL 5'-0" 11'- 4" 5'- 0 0 _Ic*1 ol co co BEDROOM #2 LIVING ROOM u� CARPET T CARPET C-4 101-911 U� > > C6 E O 0 _0 10 ALUM. Ko LLJ U 004 �Llj O 6 4 6'- 4" RAILING 0 BALCONY 7 < EFE It— A u 0 00 CONC. CAST. _IN 0 0 P 4 - 1 00 u u u 4; 4 Iz— U) 3 3'- 9 S- 8 BEDROOM #2 Z (1) e Oc 1-44- 9?1 04 94 Z lo 0 0 0 N CD CARPET �T. U < c I 1 00 V) cn 0 cc r3 3LLI 00 .0 0 % 0 C) > v__ I '_ 0 VINGROOM z z A 0 Q a: CARPET cn cn Ln c C) _j 0 L� NG gooM 0 LL u u (L U) CARPET 04 L F1 I ir 0 C) c Ln % v 34 04 2 0 CPT. 0 .2 0 0 c 0 - W. pq 0 m 0 00 1 0 CD .9- BALCONY 00 1 1 1 1 0 1 _00 I I BALCONY AT 2ND FLOOR N _00 O41 t N I CCNC_ CAST. - I BALCONY BALCONY % - C) RPET on rA V) co Ln on m 4- 0 -C-4 'n 0 0 00 CONC. CAST. CAST. VI N YL ro CPT. Ln m CIO V) cn cn KITCHEN --- t c ALUM. ALUM. 4," 13'- 7" F_ jj-_620 VINYL X co RAILING RAILING ISIN O o to 4" 24 REF.0 1A 0 0 c E� 1 7'-104" \36"VAN. VINYL U) ,G _j SINK ol CD V) cl 1 -3N CA C> m lk 00 5'- 0 12'-2" 5'- 0 co CD I lo OLn ® I 1 0) m 2 r_ U) CLOSET 42 X ALUM. C SINK I I c r*") cl� c RAILING SHELVES 1 �4" :z 0-) BALCONY _00 I I `L_ RANGE X c: �2 M.C. us) c: fj.� CONC. CAST. 0 CA ET e 5'- 0 o12' X I I — — 0- T �D z 5'-8" 0 OC — — < ol 0 1 >� :7 O 0 0 0 4-1 BEDROOM c c'o CARPET BAfH cy) c 0 CA PET VINYL LIVING ROOM 1A CARPET 6 co 42 6AN. _j 2 < 1 ')0 3'- U1 > _0 V) 1 E F &E3 �_ ZE _0 BEDROOM #1 El L i'� CARPET A 2-42 co 0 (n BALCONY AT 3RD FLOOR 16'-22 7'_ 0 c 0 cc BALCONY AT 3RD FLOOR BALCONY AT 2ND FLOOR 00 E c ff) N .0 0 4-1 14'- 4" 2 0 O ui c 00 E 2 L_ -0 Dco C U 0 > > 0 0) u c ce a O � Q U .c > r..� N � c a.0 UNIT UNIT UNIT UNIT UNIT UNIT C UNIT A-2 UNIT UNIT UNIT A-2 IN UNIT A-2 UNIT A-2 c .§ A-1 A-1 A-2 A-1 A-1 A-2 — -1 - A-2 -1 A-1 A-2 — '!� .2) m STAIR 4 STAIR 4 STAIR 4 STAIR 4 UNIT STAIR 1 STAIR I STAIR 1 STAIR 1 UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT u < 8 B B-6 B B-6 B UNIT B-6 B UNIT B B-6 . c B c L0 UNIT UNIT UNIT UNIT N c c C c UNIT UNIT NIT UNIT UNIT UNIT UNIT UNIT UNIT B D UNIT B B D UNIT tj B B D UNIT B D UNIT B 0) 0 UNIT B UNIT UNIT 8 4 UNIT I UNIT 0 UNIT UNIT 0 kA UNIT UNIT UNIT UNIT L K K UNIT UNIT UNIT UNIT UNIT UNIT 0) .2 c: 3-5 UNIT E 3 3_5 L-% 8-5 8 E B UNIT UNIT E UNIT UNIT N UNIT N UNIT c UNIT UNIT UNIT UNIT G F UNIT UNIT UNIT UNIT G F UNIT B H I B B H N E NI 0 ­111 u UNIT UNIT L_ -0 E_ A N1 3--2 UNIT UNIT UNIT UNIT A 3­2 I__ --_-_-_ UNIT UNIT UNIT UNIT Q) E 8.1 3.1 8­4 ­111 UNIT UN UNIT — UNIT ------- -- 8 3 B. 3' 1 UNIT L -N I B B. B 9 0904 UNIT STAIR 3 UNIT STAIR 3 UNIT A UNIT A — STAIR 3 STAIR 3 o B B 4 1— UNIT IT UNIT UNIT STAIR 2 UNIT STAIR 2 LA�J2 UNIT STAIR 2 UNIT STAIR 2 A-2 UNIT A N A-2 i A-2 31 c 31 UNIT 31 UNIT 0 UNIT UNIT UNIT B-1 I.L� I UNIT A-2 3-1 A­2 A-2 c .0 L-'21 L P.. p-in 0- _j 00 U) c Nit:t 00 T_ < 4� YPLAN at 1 st floor KE'TrPLAN at 21nd floor KrIE"Y PLAN at 1 st floor KEY"PLAN at 21&-%Id floor < 0 r O)w 0 I < 2 0 0 uj 0. NOTES: N 0 TE S: z: 1-- 0 T T LL 0 1 PARTITIONS ARE ILL I I PARTITIONS ARE < _5 ALL INTERIOR UNIT TYPE <& 1. ALL IN RIOR UN TYPE <& UNIT UNIT UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED UNIT A-2 A-2 _j > IT UNIT G.C.To LL 0 7A 11 A-1 UNIT A-2WADS AROUND BATHROOM I _E VVAI I S ARO' ND BATHROOM 2, A-2 — STAIR 4 2. G.C. TO LOCATE U STAIR 4 L 0 C A TE L Ljj CL JNIT STAIR 1 F.IX*-URES PER SPECIFIC MFR. FIXTURE SIZES STAIR I IFXTURES PER SPECIFIC MFR, FIXTURE SIZES < UNF UNIT UNIT UNIT UNIT 7 UNIF < < 3_6 3. RESIDENTIAL APARTIVEN KITCHEN APPLIANCES B UNIT 3. R,"___SlDEN_1'IAL APARTMENT KITCHEN APPLIANCES B 3-6 k� E_ & 1\jST UNIT UNIT U N!_ ARE SUPPLIED INSTALLED BY G.C. SEE SPECS JNIT 'UNIT UNiT ARE SUPPLIED lALi__ED BY G.C. SEE 0 0 T R D B e D UNIT B FO 0 UNIT 8 J FOR MORE INFO R YORE INFO < UNT UNIT i 0 UNII JiNliUNIT UNIT < 0 U FOR MORE INFORMATION UNIT INFORMATION L K K UNIF U) UNIT UNIT 4. SEE ADA---1 FOR MORE UNIT UNI 4. SEE ADA-1 -5 UNIT E B 8 UNII 8 SYSTEM UNIT UNIT E EMERGENCY CALL SYSTEM Ij 'I E V, LE - R G"ENCY CALL :E UNIT N E UNIT N UNIT UNIT UNIT G F UNIT T UNIT G F P'o e(�' D. -D IN 6. ELECTRICAL PANELS FOR UNITS TO BE ILOCAJED IN j. by: 0 H UNIT 6, EPLcTRICAL PANELS FOR UNITS TO BE LOCATE H UNI UNIT I i B I UNIT `STUD UNIT 2 D' 6, 0 6,.S. 0, 0 < CL 3-2 2X6 �)IUD WALL. SEE ELECTRICAL DRAWINGS FOR 2XE STUD WALL. SEE ELECTRICAL DRAWINGS FOR ....... UNIT UNIT UNIT UNIT UNIT z B-2 T UNIT r'y. UNIT UNIT i- UNI UNIT UNII UNIT UNIT dotel checked I P Q B-3 B. 1 3. 1 3-4 B PANEL LOCATION. UNIT 8_3 B. 1 8.1 8 B PANEL LOCATION. UNIT A UNIT A U N'0V 2.006 '-,R" V u- E STAIR 3 DROPPED SOFFIT p -D SO�FIT 8 STAIR 3 7. HATCHED AREA INDICATES 10 7. HATCHED AREA INDICATES 10" DROPPE s c c'e: cppmvea Loy: JNIT UNIT D STAIR 2 UNITSTAIR 2 A-2 UNIT A S', N 0 D < U) (n 31 In 0 UNIT UNIT UNIT Ko"2�ETAILED PLAN UNIT 'A— F -_�ee' ro. 3_ 1. A-2 ETAILED PLAN UNIT 'A' A-2 SCALE: 1/4"=F-011 X U) �31 a) D SCALE: 1/4"=1'4' (0 E Lo < BATH #2 2 BEDROOM BATH 2 BEDROOM 2 BATH PLAN at 3rd floor LAN at 3rd floor T @ 0 'a) UNI'l COUNT 4 UNIT COUNT 6 , c '0 A C:t 0. TOTAL AREA PER B.0,V.A. STANDARDS: 856 S.F. TOTAL AREA PER B.O.V.A, STANDARDS: 892 S.F. 0 0 0 CL< I 1/2" GWB BOTH ONE LAYER 5/8" TYPE 'X' }'--ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' SIDES GWB EACH SIDE GWB EACH SIDE GWB 2x4' WOOD STUDS GWB EACH SIDE 5 1/2 WOOD >, - ui 1/2 GWB BOTH 1/2 GWB BOTH 1/2 GWB BOTH 1D @ 16" O.C, 1 1G STUDS @ 16" Q.C. _ SIDES 2x6 WOOD STUD TOP & SIDES SIDES 5 2" BATT INSULATION 5" BATT INSULATION 3" BATT INSULATION 0 0 BOTTOM PLATES 0 QD 1 2x4 WOOD STUDS @ 16" 1C 8 CMU 8 CMU BEARING UL 1 8 CMU N w 2x4 or 2x6 WOOD 2x6 WOOD STUDS @ 16"O.C, 1B O.C. STAGGERED 8" O.C. i 2x6 WOOD STUDS @ BEARING UL CLASSIFICATION CLASSIFICATION MARKING 2x4 WOOD STUDS @ 16"O.C. BEARING UL CLASSIFICATION 0 2x4 WOOD STUDS i 3Y ACOUSTICAL BATTING 2x6 WOOD STUDS @ STUDS @ 16"O.C. TO UNDERSIDE OF ON 2x6 WOOD PLATES 16"O.C. TO UNDERSIDE MARKING TO UNDERSIDE OF MARKING @16"O.C, TO UNDERSIDE 16'O.C. TO UNDERSIDE STRUCTURE OF STRUCTURE I STRUCTURE OF STRUCTURE HOF STRUCTURE *NOTE: TOP OF WALL TO 0 c 2x4 WOOD STUDS @ 16" 42" ABOVE SUBFLOOR* 3Y2" BATT INSULATION 2" APA RATED EXTERIOR Y GWB Y GWB o 42 62 O.C. STAGGERED 8" O.C. TO UNDERSIDE OF STRUCTURE 62 4 1/2" or 6 1/2" 64 3 64 (N01 REQUIRED BY FIRE TEST) 5, 68' GRADE SHEATHING 5 118" 5„ I78 I I- 3» 44 ; � 1 5» -18 - 0 _c W N TAG: OA TAG: OB TAG: OC TAG: OD TAG: 1 A TAG: 1 B TAG: 1 C TAG: i D TAG: 1 E TAG: IF TAG: 1 G 41 TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING c RATING: 0 HOURS RATING: 0 HOUR RATING: 0 HOURS RATING: 0 HOUR RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOUR RATING: 1 HOUR RATING: 1 HOURS RATING: 1 HOUR o 0 FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: WP 3660 FIRE TEST: WP 3380 FIRE TEST: UL# U356 FIRE TEST: SIMILAR TO UL# U905 FIRE TEST: SIMILAR TO UL# U905 FIRE TEST: UL# U,305 FIRE TEST: SIMILAR TO UL# U905 a r c h i t e c t u r e, e n g i n e e r i n g DESCRIPTION: TYPICAL 2x4 WOOD INTERIOR DESCRIPTION: 2x4 WD STUDS STAGGERED ON DESCRIPTION: TYPICAL 26 WOOD INTERIOR DESCRIPTION: 2x4 or 26 WD STUDS LOW WALL DESCRIPTION: TYPICAL 26 WOOD BEARING DESCRIPTION: STAGGERED 20 WOOD BEARING DESCRIPTION: EXTERIOR 26 WOOD BEARING DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: INTERIOR 2x4 WOOD DESCRIPTION: 8" CMU WALL AT INTERIOR i n t e r i o r d e s i g n + I a n d p I a n n i n g a c PARTITION 26 PLATE PARTITION WALL WALL WALL BEARING WALL 2525 Holicong Rd., P.O. box 667 zM Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 1 L C 3 0 o N aE c N O N N U c 0 a� W > v � p C 23'-62„ 0 0 ,�. c 10" g,-g 1 „ „ CLOSET 3' _7" 5 -0 2'-8" SHELVES E - - 0 B — — c c M a) - -- �N ® � — CLOSET 1 B 0 3 3 3 N --- OG W W W J 24 SINK N `� > > 1 „ 24" I I � �a �; F_ 0 23 -62 02 CD RANGE I `� C _ `O z z z 0 Q 0 00 „ UO3 / w w w U U BALCONY _ c.I 1 - 3- �I \ a a a _- 0 - - CONC. CAST. OI % �1 1 L_ - - - e8 -� I 0 P4 z U 1 ® 1 �1 ALUM. o J ` o 0 0 o Q c 0 0 --- d RAILING 1 Z REF. 36" VAN.3 3 W I 1 B --- o REF. r T NYL ALUM. ALUM. ALUM. 24� o ,f, C EJ — H v w Q - SIN 5'-0' -8" 11'-4„ -8" 5'-0>, RAILING RAILING RAILING LIMN R ROOD RAN�E I 1 A rL — — c BALCONY 24" _ J 1'-31" 24'-8" CA ET ��� CLOSET - 00 W W Q L N 04 a c o l �' N o 0 0 0 0 0 0 �0 CONC. CAST. �-IN BALCONYI� CONC. CAST. 00 BALCONY O LEIO KITCHEN colvc. CAST. -1 I CPT, VIN L VINYLI i w w H C w C a1 Q BALCONY AT 2ND FLOOR Q Q Q w w w Q U c U o o 2 1 2'-42 co 8 -82 -0 Gn w w rA p U 11'-4" 5'-0" 4'-7" -t-) o N c 1 o N cc UO2 UO2 UO2 0 "' 2 c U01 1 00 1 01 N o o o 0 6 Rv 0 c r � 3 _9" 3'-8" 3'-8" 1 A LL)AG ROOMCO - o 0 0 0 0 0 TIN o � N 11 E CARPET 'c 0') L0 00 r - 1'-3" 1'-4 1'-4" 1'-4 1'-4" 1'-4 1 `v 1 BEDROOM cL C VI i L 00 CARPET N O _IN L c 5 0 5 a)Y 6'-102 5 0 „ .2 ( " :E BEDROOM — — o c CARPET (�Olu C d a N L Q I I IQ co 00 GOB BALCONY I /' I ccu 1 VINYL /� 1 VO - CONC. CAST. _ -IN OC 1 A ALUM. °oj a � 'L M.C. BALCONY w m CD 1 cAR ET — _ RAILING O CONC. CAST. v> > ALUM. s cc c Q f RAILINGco N L-N 5'-0" 12'-0" 5'-0" 0 c`n 0 12'-41„ — — — 3,_01„ 5'-0" r -8" 11'-4" -8" 5'-0" 0 2 2'-1" 5'-0" 2 1 -4 24'-8" 1 -4 c� co 23'-62" 24 -8 0 ' U BALCONY AT 3RD FLOOR BALCONY AT 2ND FLOOR A BALCONY AT 3RD FLOOR 3 0 c C 00 D v; ON a �o C 0 Fil M 0 M� a U � a V.t > co z • � N U) UNIT UNIT UNIT UNIT ^ �N C UNIT UNIT A-2 UNIT UNIT A-2 UNIT UNIT A-2 UNIT UNIT A-2 h�j c - UNIT UNIT UNIT UNIT A-1 A-1 A-2 A-1 A-1 A-2 A-1 A-1 A-2 A-1 A-1 A-2 STAIR 4 STAIR 4 STAIR 4 STAIR 4 STAIR 1 STAIR 1 STAIR 1 UNIT STAIR 1 UNIT Q I UNIT I I UNIT UNIT UNIT UNIT UNIT _+_j �yl N LICIT B-6 LICIT B-6 g LICIT B 6-6 B LICIT B B-6 � F.fiij I, Lo UNIT UNIT I UNIT A = UNIT UNIT UNIT B UNIT UNIT UNIT UNIT � O D N D NI B D B D B _ / _ UNIT UNIT UNIT LICIT UNIT B UNIT UNIT UNIT LICIT UNIT B c M T UNIT UNIT M UNIT O UNIT UNIT P� ' UNIT L K K UNIT / N UNIT UNIT L K K UNIT 0) . B-5..��. E / B-5 UNIT E / B-.5 E B B-5 UNI1 E B I`° UIM T / , IN UNIT UNI? UNIT UNIT N UNIT UNIT C l/ UN.T { ! l NiT di Ili / H UNIT UNIT C F hvi : G E UNIT H UNIT UNIT G F UNIT 4- I J B UN,T UNIT UNIT UNIT J B h� r i3 E A UNIT UNIT B_2 UNIT UNIT UNIT UNIT / A UNIT UNIT B`2 UNIT UNIT UNIT UNIT j UNIT UNIT h- UNIT B.1 B4 i UNIT B--3 13.1 B.1 B-4 , UNIT B.1 B4 5 UNIT B-3 B.1 B.1 0-4 B C�r tJIT A I A UNIT A UNIT A C"� STAIR 3 STAIR 3 STAIR 3 B __ STAIR 3 i i- 0 i I STAIR 2 UNIT STAIR 2 [ gNl2 UNIT B STAIR 2 UNIT STAIR ?_ -'------� UNIT U t6 A-2 UNIT C B1 A-2 N {i 1 c U UNIT UNIT B1 UNIT UNI? UNIT 1 UNIT N 0 d A-2 B-1 A-2 B-1 A-2 A-2 -1 0. J C4 / - I w CD KEYPLAN t 1 floorr t1 t r t o l 0-0a) 0) U) u c_- -.,- 0 . w NOTES_ NOTES: . ALL INTERIOR UNIT PARTITIONS ARE TYPE C� _ UNIT UNIT 1. UNLESS INFERIOR UNIT PARTITIONS ARE TYPE o�� �° �i < UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED -�— UNIT lJNll UNIT A-2 UNIT UNIT NIT A-2 -.I -I A-1 A--1 A-_2 2. G.C. TO LOCATE WALLS AROUND BATHROOM A--1 A-1 A-2 2. G.C, TO LOCATE WALLS AROUND BATHROOM i U- STAIR 4 STAIR 4 w T nl�- I T r r i �; STAIR 1 UNIT FIXTURES PER SPE(,iFIC MFR. FIXTURE SIZES UNIT FIXTURES PER SPC I Q STAIR 1 IF C MFR. FIXTURE SIZES' � a g_r T i ? UNIT UP1iT r - T u _ t0 3. RESIDENTIAL. APA I r,, c ,--_--._- B 3. RESIDENTIAL A: AR TMEN F KI H N A, PLIANCES 1 � u H- �CEN KIC BEN �pPLIANCL� B uN!, g-A h R I K r� �, - ` T ARE SUPPLIED & INSTALLED ALLED BY G.C. SEE SPECS UNIT UNIT / \ UNIT ARE SUPPLIED & INSTALLED BY G.C. SEE SPECS I 0 " r� B D - UNIT B (1) 0 U UNIT uNT �� / FOR MORE INFO T UMI UNIT B FOR MORE INFO u9 c 'NIT �N.I UNIT UNi- UNIT UNI, UNIT K I< a UNIT I 4. SEE ADA-1 FOR MORE INFORMATION UNT L K K " UNIT UNIT 4. SEE ADA-1 FOR ME IN ORFORMATION W C) 0 B- 5 UNIT E r B-5 ��. UNIT E B t - N UNIT UNIT 5. CF1 EMERGENCY CALL ' `STEti'1 N UNIT UNIT 5, EI IEROFNCY CA! I SYSTEM UNIT UNIT T F T - UNIT UNIT G F N , �- c T UNIT UNIT G UNIT D A prL-) `� :i ' 0. ti, b I 1 6. ELE CTRICA� PANELS FOR UNITS TO BE LOCATED IN H B 6. ELECTRICAL PANELS FOR UNITS TO BE LOCATED IN � y� � 0 � UNIT 9, �- - ��� UNIT ��G E __ t3 B-2 2X6 STUD WALL. ��E ELECTRICAL DRAWINGS FOR 2X6 STUD �vAi_ . �L� ELE"'T, r - - r - z a _...._ UNIT UNIT UNIT UNIT UNIT UNIT � i •I� 1 L" -JC U�J y R AL DRAWINGS FOR UNIT P Q B-3 B.1 B. B-4 F B-2 UNIT UNIT UNIT UNIT UNIT UNIT UNIT crecked b PANEL LOCATION. UNI? o -3 B.1 B. B-4 B PANEL LOCATION, A -� _ » UNIT A N13V 200 - --- - sTAIR 3 /, HATCHED AREA INDICATES 1O DROPPED SOFFIT B STAIR 3 7. HATCHED AREA INDICATES 1C" DROPPED SOFFIT — - UNIT - - --- - STAIR 2 ---- A-2 UNIT STAIR 2 -- A-2 NT # ! Q U U1 I UNIT � G CJC)prGV2� ���: U UNIT B-11 `'I 81 - UNIT -1 1 — -- S^:;,�? r1o. rn �N 1 DETAILED PLAN - UNIT � I DETAILED PLAN - CNIT l A SCALE: 1/4"=1'-0" A-2 ---SCALE: 1/4"=1'-0" a w A-3.2 �32 a) D � o E o4 3rdflumr 1 BEDROOM / 1 BATH EY' P L AN a t 3jrd floor UN!TCOUNT i 27 EY P L AN UNIT COUNT = 6 TOTAL AREA PER B.O.M.A. STANDARDS: 627 S,F, TOTAL AREA PER B.O.M.A. STANDARDS: 633 S.F. a U aQ 1 2 3 4 5 6 7 8 A B C D F ® 1/2" GWB BOTH ONE LAYER 5/8" TYPE 'X' —ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' — 7 Lw SIDES GWB EACH SIDE GWB EACH SIDE GWB 2x4" WOOD STUDS 1 /2" GWB BOTH 1 /2" GWB BOTH 1 /2" GWB BOTH 1D @ 16" O.C. . R SIDES 2x6 WOOD STUD TOP 8c SIDES SIDES 5 2" BATT INSULATION 5 2" BATT INSULATION v BOTTOM PLATES 0 OC OD 1 2x4 WOOD STUDS @ 16 1C 8„ CMU w 2x4 or 2x6 WOOD 2x6 WOOD STUDS @ 16"O.C. 18 O.C. STAGGERED 8" O.C. 2x6 WOOD STUDS @ BEARING UL CLASSIFICATION 2x4 WOOD STUDS 3Y" ACOUSTICAL BATTING 2x6 WOOD STUDS @ STUDS @ 16"O.C• TO UNDERSIDE OF ON 2x6 WOOD PLATES 16"O.C. TO UNDERSIDE MARKING @16"O.C. TO UNDERSIDE 16"O.C. TO UNDERSIDE STRUCTURE OF STRUCTURE OF STRUCTURE OF STRUCTURE NOTE: TOP OF WALL TO777�1® 2x4 WOOD STUDS @ 16" 42" ABOVE SUBFLOOR* 3Y" BAIT INSULATION 2" APA RATED EXTERIOR Y"' GWB 1>> 1 , O.C. STAGGERED 8" O.C. TO 2 UNDERSIDE OF STRUCTURE_ 2 , r 4 1 /2 or 6 1 /2 3 64 3(NOT 64 REQUIRED BY FIRE TEST) 6g GRADE SHEATHING 118" I"-- TAG: OA TAG: OB TAG: OC TAG: OD TAG: 1 A TAG: 1 B TAG: 1 C TAG: ID TYPE: NON —BEARING TYPE: NON —BEARING TYPE: NON —BEARING TYPE: NON —BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING RATING: 0 HOURS RATING: 0 HOUR RATING: 0 HOURS RATING: 0 HOUR RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOUR FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: WP 3660 FIRE TEST: WP 3380 FIRE TEST: UL# U356 FIRE TEST: SIMILAR TO UL# U905 DESCRIPTION: TYPICAL 2x4 WOOD INTERIOR DESCRIPTION: 2x4 WD STUDS STAGGERED ON DESCRIPTION: TYPICAL 2x6 WOOD INTERIOR DESCRIPTION: 20 or 2x6 WD STUDS LOW WALL DESCRIPTION: TYPICAL 2x6 WOOD BEARING DESCRIPTION: STAGGERED 2x4 WOOD BEARING DESCRIPTION: EXTERIOR 2x6 WOOD BEARING DESCRIPTION: 8" CMU WALL AT INTERIOR PARTITION 2x6 PLATE PARTITION WALL WALL WALL I ALUM. RAILING N BALCONY CONC. CAST. BALCONY AT 3RD FLOOR SIN r� I i� BALCONY AT 2ND FLOOR UNIT UNIT UNIT UNIT A-2 A-1 A-1 A-2 STAIR 1 UNIT STAIR 4 UNIT UNIT B I UNIT B B-6 UNIT UNIT B p UNIT B B UNIT BN15 UNIT E 0 UNIT UNIT G F UNIT B UNIT A UN:T UNIT UNIT UNIT B.1 B4 B UNIT A STAIR 3 B STAIR 2 UNIT A-2 UNIT UNIT UNIT 81 A-2 B-1 STAIR 4 STAIR 3 23'-62" 13'-92„ 9'-51 ElF-1 ALUM. RAILING BALCONY CONC. CAST. U 02 1X— UNANG ROOM CARPET 10'-112" EA> UO3 i I \O I I � II VI �L--� -- I I 4'—O� 5Y-0" l " \ � co 30" 0" OC ID N vl 3'-1" n 2'-11„ CPT. (___ VINYL 24 24 RANGE J SINK O REF O N UNIT UNIT UNIT UNIT A-2 A-1 A-1 A-2 STAIR 1 UNIT STAIR 4 UNIT UNIT B i UBIT B UNIT B-6 UNIT UBIT B UNIT UNIT UNIT UNIT UNIT M UNIT K K UNIT UNIT B-5 _ UNIT E B N UNIT UNIT H UNIT UNIT G F UNIT i J B UNIT B-2 L- UNIT UNIT UNIT UNIT UNIT UNIT B-3 B.1 6.1 B-4 B UNIT A STAIR 3 B - STAIR I 2 F L --- UNIT A-2 UNIT UNIT B1 UNIT -1 B A-2 L KEYPLAN at 2nd floor NOTES: ALL INTERIOR UNIT PARTITIONS ARE TYPE <0> UNLESS OTHERWISE NOTED 2. G.C. TO LOCATE WALLS AROUND BATHROOM EIXTURE_S PER SPECIFIC MFR. FIXTURE SI?ES 3. RESIDENTIAL APARTMENT KITCHEN APPLIANCES ARE SUPPLIED & INSTALLED BY G.C. SEE SPECS FOR N10RF INFO 4, SEE ADA--1 FOR MORE INFORMATION 5. EMERGENCY CALL SYSI-E-M 6. TECTRICAL PANELS FOR UNITS TO BE LOCATED IN 2X6 STUD WALL. SEE ELECTRICAL DRAWINGS FOR PANEL LOCATION. 7. HATCH AREA INDICATES 10" DROPPED SOFFIT SCALE: 1 /4"=V-0" STUDIO / 1 BATH UNIT COUNT = 3 TOTAL AREA PER B.O.M.A, STANDARDS: 476 S.F. 0 8" CMU BEARING UL CLASSIFICATION MARKING 751, 1 8 TAG: 1 E TYPE: BEARING RATING: 1 HOUR FIRE TEST: SIMILAR TO UL# U905 DESCRIPTION: 8" CMU WALL AT INTERIOR 1 1 ONE LAYER 5/8" TYPE GWB EACH SIDE 3 2" BATT INSULATION 2x4 WOOD STUDS @ 16"O.C. TO UNDERSIDE OF STRUCTURE 5 1 /2" WOOD STUDS @ 16" O.C. 8" CMU BEARING UL CLASSIFICATION MARKING Y"' GWB 43„ 4 1, 15„ 8 TAG: 1 F TAG. 1 G TYPE: BEARING TYPE: BEARING RATING: 1 HOURS RATING: 1 HOUR FIRE TEST: UL# U305 FIRE TEST: SIMILAR TO UL# U905 DESCRIPTION: INTERIOR 20 WOOD DESCRIPTION: 8" CMU WALL AT INTERIOR BEARING WALL 13'-9" 2 LIVING ROOM CARPET I — — N 10'-112" 1 B STAIR 4 STAIR 3 UNIT UNIT UNIT UNIT A-2 A-1 A-1 A-2 STAIR 4 UNIT STAIR 1 UNIT UNIT B UNIT BB-6 G / \ UBIT UNIT _ UNIT UNIT UNIT B UNIT UNIT L UNIT K UNIT K 0 M UNIT UNIT 8-5 UNIT E B UNIT N UNIT UNIT N UNIT UNIT G F UNIT J B UNIT B-2 `- - UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT P G B-3 BA B.1 B-4 B UNIT A B ___ STAIR 3 UNIT STAIR 2 _ A-2 UNIT r- I UNIT BNI1 i A-2 23'-62" 9'— 5" 2 ouI I T, VINY O I� T r� 0C PANTRY r� VINYL VINYL N N 01 VO CPT. f �} VINYL �C�J 24" 24" L RANGE SINK i OG ° --- REF. 12'-1 1 UNIT UNIT UNIT UNIT A-2 A-1 A-1 A-2 UNIT STAIR 1 UNIT B UNIT UNIT C B B-6 UBIT I UNIT UNIT UNIT UNIT B UNIT UNIT UNIT UNIT UNIT L K K UNIT B-5 UNIT E B UNIT N UNIT UNIT N UNIT UNIT G UNIT J B UN I T -�- B-2 % UNIT UN'( UNIT UNIT UNIT UNIT -- B-3 B.1 B.B-4 8 UNIT A B STAIR 2 J L--- UNIr IT UNIT r_ UNIT B1 UNIT A-2 ! STAIR 4 STAIR 3 KEYPLAINdfl N0 1 ES: 1. ALL INTERIOR UNIT PARTITIONS ,ARE TYPE OOA UNLESS OTHERWISE NOTED 2. G.C. TO LOCATE WALLS AROUND BATHROOM FiXTUR!IES PER SPECIFIC MFR. FIX7. RE SIDES 3. RESDENTIAL APARTMENT KITCHEN .APPLIANCES ARE SUPPLED &INSTALLED BY G.C. SEE SPECS FOR MORE INFO 4, SEE ADA-1 FOR MORE INFORMATION 5 EMERGENCY CAL! SYS M 6. E�LCTRiCAL PANELS FOR UN! IS TO BE LOCATED IN 2X6 STUD WALL. SEE ELECTRICAL. DRAWINGS FOR PANEL LO(CATION. 7. HATCH AREA INDICATES 10" DROPPED SOFFIT SCALE: 1 /4"= P-0" STUDIO / BATH UNIT COUNT = 3 TOTAL AREA PER B.O.M.A. STANDARDS: 451 S.F. cn o cn I I w > w > w I I I I Ld 00� H w H w H w o u v O w U O w u O w O U > > W 7 p y q o ri �Z w U z w U z wC/) Lo W� C U 0 0 0 0 0 CA w u� w w Coll CIO u� Coll) w C40 con En w un V3 o, O N O N O O O O m O v1 .�. cV O O O O project no. drawn by: 2006- Or8.00 ! �° date: checked by: - °a IV 2006 AS NOTED Slleet no. • 1 2 3 4 5 6 7 ! 8 ® 1/2" GWB BOTH ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8' TYPE 'X ONE LAYER 5/8' TYPE X ONE LAYER 5/8 TYPE X _ GWB EACH SIDE / GWB EACH SIDE GWB GWB EACH SIDE z SIDES 2x4" WOOD STUDS 5 1/2" WOOD - c 1/2" GWB BOTH 1/2" GWB BOTH 1/2" GWB BOTH 1D @ 16" O.C. 1G STUDS @ 16" O.C. SIDES 2x6 WOOD STUD TOP & SIDES SIDES 5 "BATT INSULATION 5 "BATT INSULATION 3 2° BATT INSULATION 70 v BOTTOM PLATES 1 1C 8 CMU 8 CMU BEARING UL 1 8 CMU 0 OC OD 1B 2x4 WOOD STUDS @ 16" BEARING UL CLASSIFICATION BEARING UL w 2x4 or 2x6 WOOD —2x6 WOOD STUDS @ 16"O,C, O.C. STAGGERED 8" O.C, 2x6 WOOD STUDS @ 2x4 WOOD STUDS @ 16"O.C, 2x4 WOOD STUDS 2x6 WOOD STUDS @ STUDS @ 16 O.C. CLASSIFICATION MARKING CLASSIFICATION any J 3Y ACOUSTICAL BATTING TO UNDERSIDE OF ON 2x6 WOOD PLATES 16 O.C. TO UNDERSIDE MARKING TO UNDERSIDE OF MARKING ® .. @16 O.C. TO UNDERSIDE 16'O.C, TO UNDERSIDE STRUCTURE OF STRUCTURE STRUCTURE a Z OF STRUCTURE HOF STRUCTURE *NOTE: TOP OF WALL TO „ N c ® 2x4 WOOD STUDS @ 16' 42" ABOVE SUBFLOOR* 3Y BATT INSULATION APA RATED EXTERIOR Y GWB Y GWB ° a °c 1 1 O.C. STAGGERED 8" O.C. TO 1 3„ (NOT REQUIRED BY FIRE GRADE SHEATHING 42 62 UNDERSIDE OF STRUCTURE 62 L 4 1 2" or 6 1 2" 64 64 TEST` 68 118" 78 44" 1'-18° >, A F--" TAG: OA TAG: OB TAG: OC TAG: OD TAG: 1 A TAG: 1 B TAG: 1 C TAG: 1 D TAG: 1 E TAG: 1 F TAG: 1 G Q TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING _ _ c RATING: 0 HOURS RATING: 0 HOUR RATING: 0 HOURS RATING: 0 HOUR RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOUR RATING: 1 HOUR RATING: 1 HOURS RATING: 1 HOUR KOMI 0 0 FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: WP 3660 FIRE TEST: WP 3380 FIRE TEST: UL# U356 FIRE TEST: SIMILAR TO UL# U905 FIRE TEST: SIMILAR 10 UL# U905 FIRE TEST: UL# U305 FIRE TEST: SIMILAR TO UL# U905 arc h i t e c t u re, e n g i n e e r i n g c e DESCRIPTION: TYPICAL 20 WOOD INTERIOR DESCRIPTION: 2x4 WD STUDS STAGGERED ON DESCRIPTION: TYPICAL 26 WOOD INTERIOR DESCRIPTION: 2x4 or 26 WD STUDS LOW WALL DESCRIPTION: TYPICAL 2x6 WOOD BEARING DESCRIPTION: STAGGERED 20 WOOD BEARING DESCRIPTION: EXTERIOR 26 WOOD BEARING DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: INTERIOR 20 WOOD DESCRIPTION: 8" CMU WALL AT INTERIOR i n t e r i o r d e s i g n + I a n d p I a n n i n g >, c PARTITION 2x6 PLATE PARTITION WALL WALL WALL BEARING WALL 2525 Holicong Rd., P.O. box 667 p Holicong, PA 18928-0667 r U 215 794 1925 p 215 794 1926 f c 0 0 I � 'C a7 c U ti- Qi-c+ I � d U C 0 fII L ._ Q (0 > 26'-1" ¢ c 0 —ALUM. - ( � � ALUM. RAILING RAILING BALCONY - 0 O CONC. CAST. c0 -z CU N 7'-48" uaB 41 J N RAILING Li�U_j IS BALCONY - z z z° g 0 U p CONC. CAST. a a a Q Q 0 r .� LIVING ROOM � P4 9 9(11 r`ARPFT 0 0 0 C 3 3 ° Lu BALCONY AT 2ND FLOOR w w A A _ 'Of24 - 8 LIVING R0011� a a a. U � 11'-81" � CARPET C 04 04 0 0 0 C7 C 2 2 0 0 0 C 0 0 2 0 1 1» 00 9-Q Ca Q a a a (� Fa- '10 _ 2„ 11'-62 2'- 1 ca 1 B Q ® IcN CARPET , Q y REF. 24" 24" B o 0 0 0 0 0 0 0 I RANGE ; SINK I N N Cl N m e I I rn c _0r N CPT. VINYL 00 i N N M M Ci t•' .-� O O O O O O �_ CARPET Ln f ),- „ 2,-1„ VINYL N I I TO 1'-3" 8,_2„ 1'-3" f0 C = - N 0� N 10 0N 18 CA �'ET oU ON ® ® to N i ++ - c`14 2'-3" I ALUM. c q T I RAILING 1E c � I - o o II ! o J BALCONY 3 0. IZ O 1 co Z O ZD CONC. CAST. 7 N N a' GOB i I> 6'-62' m REF. > I Jp'X 0„ c O - O +. — "' 1 A I l L N R c -c _� ca Ix Ln! — — KITCHEN J VAN. 00 _ _ N VINYL 2'-6" 3 -1 2 2'-6'� 5'-0� J -I---1 o --- - I 0 W / ! • 6 r—v— — O I ► s N KI G� �I TLVNG ROOM E d _ o0 rRPT 6_? . ^ [F� ; VINYL La) — U) Y RANGE O co o o— PANTRY 1 A U 03 U fii 1B o VINYL E— — BALCONY AT 3RD FLOOR c 0 — — — [2' -023'-511'-7" 2'-1-62„ 6'-6» 7 -1„ 2,-82„ 7,-52" 7'-112" A 0 26'-1" rn0) 24'-2" C 3 E UNIT UNIT UNIT UNIT UNIT UNIT UNIT A-2 UNIT UNIT UNIT A-2 UNIT UNIT UNIT A-2 UNIT UNIT UNIT A-2 All A-1 A-2 A-1 A-1 A-2 A-1 A-1 A-2 A-1 A-1 A-2 STAIR 4 STAIR 4 STAIR 4 UNIT STAIR 1 UNIT UNIT UNIT STAIR 1 UNIT UNIT UNIT STAIR 1 UNIT UNIT UNIT STAIR 1 UNIT UNIT g UNIT B-g g UNIT B B-6 g UNIT B B-g B UNIT B B-6 C B C c C UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT B p R B B p B B B p B B B p B B UNIT UNIT UNIT UNIT O UNIT UNIT UNIT UNIT UNIT O UNIT UNIT I UNIT UNIT L K K M I UNIT UNIT UNIT UNIT UNIT L K K M UNIT UNIT 9-5 ®r . B B--5 UNIT /, B 8-5 B B-5 a... UNIT c B UNIT UNIT UNiT N UNIT UNIT UNIT NI. UNIT N UNIT /' II G F UNIT H UNIT II F UNIT G F UNIT H UNIT UNIT / F UNIT UNIT B UNIT J B UNIT B UNIT J B A UNIT UNIT 2 _____ UNIT 'NI UNIT UNIT A UPJIT UNIT UN'T 3_2 UNIT UNIT UNIT UNIT UNIT UNIT 8.1 84 g UNIT B-3 8.1 B.1 B-4 B UNIT B.1 84 B UNIT B-3 B.1 8.1 9-4 B UNBT A STAIR 3 UNIT A L— STAIR 3 UNIT A STAIR 3 UNIT B A -�..� STAIR 2 UNiT A_2 UNIT B STAIR 2 - UNIT A--2 UNIT 8 STAIR 2 UNIT A-2 UNIT .. STAIR 2 _J F UNIT A-2 UNIT UNIT UNIT B1 UNIT B1B1 E UNIT JN r UNITB-1 DA�2 B-1 j B-1 A-2 B-1 IJ L-� Iiiipiii 111ir iii L II! 111111 m mos FAW KEYPLAN' at 2nd floor KEYPLAN at 1,^'11)t floor KEYPLAN at 2nd floor NOTES: NOTES:_ + w - 1. ALL INTERIOR UNIT PARTITIONS ARE TYPE oA 1. ALL INTERIOR UNIT PAR IITIONS ARE TYPE ��� o�� IT Ri( � I � 1 � O UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED Q UNIT .-� l I -� I -� _- UNIT UNIT UNIT 2. G.C. TO LOCATE WALLS AROUND BATHROOM 2. 1�,C. TO LOUL_ATE WALLS AROUND BATHROOM -u > UNIT F-2 UNIT UNIT UNIT A-2 > A-' A- 1 A-z FIXTURES PER SPECIFIC MFR. FIXTURE SIZES A-' A-1 a-z FIXTURES PER SPECIFIC ME R. FIX t URE SIZES �` ° STAIR 4 3. RESIDE KITCHEN APPLIANCES STAIR 4 RESIDENTIAL APARTMENT KITCh STAIR 1 3. RESIDENTIAL APARTMENT KITCHEN APPLIANCES Q �- UNIT STAIR 1 UNIT UNIT r c, UNIT UNIT UNIT Z Q < B UNIT B-� ARE SUPPLIED & INSTALLED BY G.C. SEE SPECS g UNIT __-- B B-6 ARE SUPPLIED & INSTALLED BY G,C, SEE SPECS `o c �. CD �� UNIT FOR MORE UNIT UNIT - utilT ' 0- B p / -- UNIT R r 9 F I R L _ _. UNIT B �� E. r F Q 0? 0 U JNIT UNIT / INFO FOR MORE INFO z Q , B 4. SEE ADA—: OR MORE INFORMATION B g -FF ADA rvR MORE IN. ORMA iION co uN�T NIT UNIT UNIT `� c . Uh41f UNIT UNIT UNIT UNiT JNIT < 0 UNIT L K K G M ,� UNIT 5. e EMERGENCY CALL_ SYSTEM UNiT L K K ° ,M UNIT UNIT 5. . EMERGENCY CALL SYSTEM B-5 UNIT B 6. EL CTR!CAL PANELS FOR UNITS TO BE LOCATED IN B UNjr E B 6. �L CTRICAL PANELS FOR UNITS TO BE I_OCA.-TED 1N ' c UNIT N UNIT UNIT UNiT N UNiT N . I ,d H UNIT U�IT G E UNIT 2X6 STUD WALL. SEE ELECTRICAL DRAWINGS FOR H UNIT UNIT G UNIT 2X6 STUD WALL. SEE ELECTRICAL DRAWINGS FOR pro e_:r �7o. I �e,Nn by: ry 1- 0 UNIT PANEL LOCATION. _ _ _ = J -- UNIT PANEL OCA ICN 7 C- B 2 UNIT UNIT UNIT Ni', ; l UN UNIT a B_2 ._-- (JNIT UNIT UNIT UNIT UNIT UNIT UNIT rr a 1 � �7i cl ec'ked Cy': UNIT P Q B-3 �E 1� 'B.1 B-4 B 7, HATCHED AREA INDICATES 10 DROPPED SOFFIT UNIT P a B-3 e.1 B.1 B-4 B /. HATCHED AREA INDICA f ES 10 DROPPED SOFFIT -' UNIT A J UNIT A NOV�J�v06 I B _ STAIR 3 L_. STAIR 3--' --- STAIR 2 I UNIT B UNIT UNIT ! UNIT ,,,c.0 c. approved by. � 3 ° UNIT B, 1 ETAILED PLAN — UNITE UNIT STAIR 2 A-2 �s1T DETAILED PLAN — UNIT 'F' l?° UNIT UNIT B_1 sheet no. (n L .0 A-z ! - - --- _ A-z NSCALE: 1/411=1'-0'° SCALE: 1/4"=1'-®'f x A 34 a) :3 0a)E STUDIO 1 BATHKEYPLAN BEDROOM 1BATH at 3rdfloor UNIT COUNT in®r UNZ -0A TOTAL AREA PER B.O,M.A. STANDARDS: 386 S.F. TOTAL ,AREA PER B.O.M.A. STANDARDS: 655 S.F. _ 0 3 •4 N," , o U a4 - - 1 -__ i 1 1 2 3 4 5 6 7 8 i 0 / 1/2" GWB BOTH ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' - ONE LAYER 5/8" TYPE 'X' - -ui SIDES GWB EACH SIDE GWB EACH SIDE GWB GWB EACH SIDE .� 2x4„ WOOD STUDS 5 1/2' WOOD c W 1/2" GWB BOTH 1/2" GWB BOTH 1/2" GWB BOTH 1 1D @ 16" O.C. ' 1G STUDS @ 16" O.C. SIDES 2x6 WOOD STUD TOP & SIDES SIDES 5 BATT INSULATION 5 2" GATT INSULATION 3 GATT INSULATION a BOTTOM PLATES 1 1C —8 CMU 8 CMU BEARING UL 1 8 CMU 0 0 OD 2x4 WOOD STUDS @ 16" 2x4 or 2x6 WOOD 16 BEARING UL CLASSIFICATION BEARING UL a) N w 2x6 WOOD STUDS @ 16"O.C, O.C. STAGGERED 8" O.C. 2x6 WOOD STUDS @ CLASSIFICATION MARKING 2x4 WOOD STUDS @ 16"O.C•CLASSIFICATIONc -2x4 WOOD STUDS 2x6 WOOD STUDS @ STUDS @ 16"O.C. J -3Y" ACOUSTICAL BATTING TO UNDERSIDE OF ON 2x6 WOOD PLATES 16"O.C. TO UNDERSIDE MARKING TO UNDERSIDE OF MARKING } @16"O.C. TO UNDERSIDE LAI 16"O,C. TO UNDERSIDE STRUCTURE OF STRUCTURE STRUCTURE ® 0 Z OF STRUCTURE OF STRUCTURE *NOTE: TOP OF WALL TO O 4/'-2x4 WOOD STUDS @ 16" 42" ABOVE SUBFLOOR* 3Y" BATT INSULATION 2" APA RATED EXTERIOR Y GWB Y GWB ° 0 0 1„ 1„ O.C. STAGGERED 8" O.C. TO (NOT REQUIRED BY FIRE GRADE SHEATHING }, c 42� 62 UNDERSIDE OF STRUCTURE 6� 63 3> 5>> 5» 5» 43 5» �iL 2 4 1 /2" or 6 1 /2° 4 64 TEST) 88 118 78 4 1 18 4-1 A �t TAG: OA TAG: OB TAG: OC TAG: OD TAG: 1 A TAG: 1 B TAG: 1 C TAG: 1 D TAG: 1 E TAG: 1 F TAG: 1 G _ 0 Cr TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING co c RATING: 0 HOURS RATING: 0 HOUR RATING: 0 HOURS RATING: 0 HOUR RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOUR RATING: 1 HOUR RATING: 1 HOURS RATING: 1 HOUR `0 0 FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: WP 3660 FIRE TEST: WP 3380 FIRE TEST: UL# U356 FIRE TEST: SIMILAR TO UL# U905 FIRE TEST: SIMILAR TO UL# U905 FIRE TEST: UL# U305 FIRE TEST: SIMILAR TO UL# U905 a r c hit e c t u r e, e n g i n e e r i n g c a DESCRIPTION: TYPICAL 2x4 WOOD INTERIOR DESCRIPTION: 20 WD STUDS STAGGERED ON DESCRIPTION: TYPICAL 2x6 WOOD INTERIOR DESCRIPTION: 2x4 or 26 WD STUDS LOW WALL DESCRIPTION: TYPICAL 2x6 WOOD BEARING DESCRIPTION: STAGGERED 20 WOOD BEARING DESCRIPTION: EXTERIOR 26 WOOD BEARING DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: INTERIOR 20 WOOD DESCRIPTION: 8" CMU WALL AT INTERIOR i n t e r i o r d e s i g n + I a n d p I a n n i n g >, c PARTITION 2x6 PLATE PARTITION WALL WALL WALL BEARING WALL 2525 Holicong Rd., P.G. box 667 o � Holicong, PA 18928-0667 c N 215 794 1925 p 215 794 1926 f r? C 0 0 �I �a ro aE c0 G N 0 N U1 U C 0 0 (D �• •L Q cu > I � C -W 0 c0 01 � 30'-3" E �- 0 1 i � c a 5>_2" 3'-2" 4 -22 5'-0" 2,_42„ 01 2'-9" 6'-3" m W '� a z I *' rn 2'-O" 3'-0" w w w -� E cn S ? cn � � � �a rx W 1)20'-9-„ > 2 101-0" 10'-6" o w w w o U N 0 CARPET 04 C N O @ I 0 0 0 0 �� „ 4, V. w U Q c 6 VAN. I QnMO cc( �W 23'-g„ 2RANGE 3 3 III 89 I Q rMANG ROOM 12'-51" " '-00o L J 2 2'-15'-02 CARPET •, • •I I U o G �, III _ I w U u_KITCHEN - °F- 0 VINIL VINYL UU a ac O O O O O O c 1 ��3 E­P,BEDROOM � CL. a CARPET i L W cn 30" VAN. " N > I ( rOn ran O d " 1 " f �m�r CIO) �N n REF I � m 1B VINYL 0� a aN2 7'-3— M O c8'-2-IN CARPET -IN _ \ / 0 1 II I I v a o'R 0 0 0'R �U) \/ 1N N cn o o n o N C _ TIN / \ \ E // TIN 1 g I 8'-32" CARPET 5'-32 2'-62" 6'-112>, 2 -4„ N N M �, 0 1' T / \ _ _ 11'-62„ — -- N o 0 0 0 0 0 n N I — J � n o Ln _ �� C N OC GO, > 24„ O N TIN ��� I 1 B N o ----- ,r— O _o CPT. VINYL 4'-3 _ c RANGE o ° LIVING ROOM KITCHEN " � •,_, N VINYL I VII�L� TIN 7 7 c M.C. z 2'-42„ ��— — J - `� I N o N j / — UO3 TIN KITCHEN TIN I 24" I 24 1 k� 1 i� 3 of °O VINYL 24" °' �IN _ SINK RANGE 1 B m SINK ®I I SIN REF " LIVING ROOM c A.P. r`7° / \ o 1 B OC O O -I CARPET2 Lu Q -IN L 1 �11 Ll 9 -02„ 4'_62, 2 10'-8" 01 N x INYL/ l IN �JO " �n CD U)III I J� 1 A I 2 2 V) E oll, REF o 23-81 I N m r FIN "I �, U) A_ 11JIn 0%1 Din -� C U 2'-0" 3'-0" cB 1" 1" E c E 8'-7" 2 -62 5'-0" 4'- 42 0 0 2'-4" 3'-2" 5'-4" 5'-4" U cu 20'-g2„ 9' -01" N vi 2 5'-6" 10'-8" A c 6" �j ui c O E 04 ro � P61 45 0 D ON of ro O N r� o ui a V 1 I,~•I � U Fry c a a a� �a a �> . '..r a) U) UNIT UNIT UNIT UNIT UNIT UNIT ^ U) UNIT UNIT UNIT A-2 UNIT UNIT A-2 UNIT UNIT A-2 UNIT UNIT A-2 UNIT UNIT A-2 UNIT UNIT A-2 L - UNIT UNIT UNIT UNIT UNIT A-1 A-1 A-2 A-1 A-1 A-2 A-1 A t A-2 A-1 A-1 A-2 A-1 A-1 A-2 A-1 A-1 A-2 M-"I O � � �_ 3 STAIR 4 STAIR 4 STAIR 4 STAIR 4 STAIR 4 STAIR 4 L UNIT STAIR 1 UNIT UNIT STAIR 1 UNIT UNIT STAIR 1 STAIR 1 STAIR 1 STAIR 1 - B UNIT UNIT B-6 g UNIT UNIT g_g B UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT �+ .E..1 O Q UNIT UNIT UNIT UNIT UNIT UNIT UNIT ^/ N C C B-6 B UNIT UNIT C B C g B-6 B-6 B C B C g B-6 UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT / UNIT Lo B D UNIT B B D UNIT B B D UNIT B B D UNIT B B D UNIT B B D UNIT B A 0) 0 B UNIT UNIT B UNIT UNIT B B T UNIT UNIT B I F ' c UNIT UNIT UNIT C UNIT UNI. UNIT p UNIT UNIT UNI. p UNIT UNIT UNIT UNIT L K K M UNIT UNIT UNIT UNIT UNIT UNIT L K K M UNIT UNIT UNIT UNIT UNIT UNIT K K M UNIT UNIT N B--5 E B B-5 UNIT E B 8- 5 E B B-5 UNIT E B B-5 _� B B-5 UNIT E B I UNIT �" N UNIT UNIT UNIT N UNIT UNIT UNIT UNIT UNIT ! UNIT N UNIT UNIT in (' F UNIT H UNIT UNIT F UNIT G E UNIT UNIT UNIT G F UNIT G F JNIT H f I UNIT G F UNIT r B I J B B J B0 B J B H N JN! UNIT UNIT UNIT UNIT UNIT O I - L- -0 A B_2 UNIT UNIT UNIT UNIT A B-2 UNIT UNIT ON! UNIT 'Nil A' UNIT UNIT T B-..2 UNIT UNIT UNIT UNIT I N C UNIT UNIT UNIT I UNIT UNIT UNIT UNIT ----- UNI: UNI. -- UNIT UNIT B. B4 g UNIT B-3 B.1 B.1 B-4 B �� UNIT E B4 B UNIT B-3 B. B.I B-4 B UNIT B.1 B4 B UNIT B-3 B. B.1 B-4 R E UNIT A �, UNIT A UNIT A UNIT A UNIT A UNIT A 0 C B - JNIT B B STAIR 3 B STAIR 3 B __ STAIR 3 B C 0 STAIR 3 B STAIR 3 STAIR 3 — STAIR 2 UNIT STAIR 2 - --- - ----I UNIT -----1 UNIT O UNIT STAIR 2 UNIT STAIR 2 — STAIR 2 UfdIF STAIR 2 UNIT +� A-2 A-2 A-2 UNIT �- A--2 UNIT - UNIT UNIT B1 UNIT UNIT � 81 UNIT UNIT UNIT B1 A--2 UNIT I I A-2 Ui31T � C U B1 JEN UNIT UNIT B1 UNIT 0 'C A-2 3-1 A_2 B-1 N UNIT Ask- J A-2 B-1 A-2 --- A-2 F3-1 A-2 B-1 -- CL_ h+4 ( 0) W 3 �c L t 1 t floorKEYPLANto floorKEYPL AN t 1st 1o®r �t n f! r 'PLAN at 1 st floor L t 2nd fl®r w a a !' U) u NOTES: NOTES: NOTES: u UJ - 1. ALL INTERIOR UNIT PARTITIONS ARE TYPE: GA 1. ALL INTERIOR UNIT PAR T iTIONS ARE TYPE 00A 1. ALL INTERIOR UNIT PARTITIONS ARE TYPE <O>A 3: o UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED A-'2 2. G.C. TO LOCATE WALLS AROUND I UNIT UNIT UNIT UNIT G.C.J UNIT uN!? BATHROOM 2. G,C. TO LOCATE WALLS AnJUND BATHROOM uwT UNIT 2. UTO LOCATE WALLS AROUND BATHROOM -' f° UN:T A-2 A-1 A-1 A-2 FIX (ORES PER SPA CI C FIXTURE SIZES A-1 A-1 AN'2 c ;� ,Rr i� A-1 A-1 UNIT A-2 �� r._ „!� , �„ T, C u- n FI MFP FIXTURE PER SPE�I, MFK. F.XT�!.� S�E� A IX-URL PtK SPECIFIC MFR. rIXIURE SIZES w STAIR 4 LE iT KITCHEN APPLIANCES STAIR 4 3. RESIDENTIAL APAR I S STAIR STAIR 4 3. RESIDENTIAL APARTMENT KITCHEN APPLIANCES Q � W � a STAIR , UNIT 3. RESIDENTIAL APA.RTM�N K, STAIR 1 UNIT _ ME-NT KITCHEN APPLIANCE 1 UNIT KITCHEN m UNIT UNIT UNIT T UNIT JNIT g UNIT B B-6 ARE SUPPLIED 8c INSTALLED BY G.C. SEE SPE�:� 4 UNIT B B-6 ARE SUPPLIED INSTALLED BY G.C. SEE SPECS B UN IT ua11 B-6 A.iRE SUPPi_iED ' INSTALLED BY G.C. SEE SPECS z I � ►Q- L JN:T UNIT UNIT FOR MORE INFO UIN!T UNIT i UNIT FOR MORE INFO UNIT UNIT \O UNIT FOR MORE INFO z o p UNIT B r r B D \' UNIT B UNIT Q1 UNIT g 4. SEE ADA-1 FOR MORE INFORMA IION UNIT B 4. SEE ADA- i FOR ,VORE INFORMATION UNIT ;NIT 4. SLc- ADA-1 FOR MORE INFORMATION a � cn JIvi7 JNIT UNIT C `1N!T /� n UNIT UNIT UNIT G UNIT n n _p� UNIT UNIT UNIT p n O < ,y 0 UNIT L K K M UNIT UNIT 5, �_ } . EM _RGENCY CALL SYS IEM UNIT L K K M UNIT UNIT 5. EMIR` F (NCI' ALIT SYS EIVI UNIT 1. K K M UNIT UNIT 5 r E ( c VC' / , �� U� (E e EMERGE NIL, : 'I,ALI . Y c ! L_M o ! i w B-5 UNIT E- B OC ( r Q F1 B-5 UNIT E B n c T T._ B-5 UNIT E. B P �, c r} T� _ N UNIT 6. EL�CTRICAI PANELS FOR UNITS S TO BE LOCATE, IN N UNIT UNIT 6. E CTR,C.AL PANES FOR UNIT. I O BE LOCA I � D IN N JNIT UNIT 6. E��CTRICAL PANELS FO,, UI ;I I - I BE LOCATED IN UNIT _ T F UNIT d n i-- E- h UNIT UNIT F UNIT `'X6 STUD HALL. SEE ELECTRICAL DRAWINGS FOR LEI UNIT UNIT G UNIT ( I H I C �: L J B J g 2X6 STUD WALL. SEE ELECTRICAL DRAWINGS FCR UNIT G F UNIT 2X6 STUD UC WALL. SEE ELEC iRIC,AL DKAWIN�S FOR )ro�eci no. ' `l `." by iY o UNIT _ n - B-2 -- --_ UNIT UNIT UNIT UNIT UNIT UNIT PANEL LOCATION. UNIT C E CP ,--- - � r n UNIT _ '0�`6 �Jo_8__'�0 ''�' __ � ta. UNIT uN!I T- a „ B-2 ___-__ UNIT UNIT UNIT UNIT UNIT UNIT UNIT B-2 n1 PANE(_ LJI�A III:N. UNIT UNIT UNIT UN!? UNIT iJN!? UNIT PANEL LOCATION, 4 iv. C.r ,. �,\, Z � � c B-3 B.1 B.1 a-4 B 7. HATCHED AREA INDICA ! ES 10 DROPPED SOFFIT UNIT P Q B-3 B.1 B.' B-4 B 7. HATCHED ARI=:A, INDICATES 1 C" DROPPED SOFFIT UNIT P ° B-� 31 B.1 B-4 B 7. HATCHED AREA INDICATES 10" DROPPED SOFFIT °� -- r^� r UNIT A UNIT A UNIT A `- --- " NOVNO\ 2 0 -- u - E L B ___ STAIR 3 B �_; j STAIR 3 BT STAIR 3 - I h---- - -- UNIT UNIT PP�,'`l . Jy STAIR 2 A-2 EB T ®TT PLAN UNIT �T STAIR 2 A-2 UNIT �1 TT F pT �T T T�TT STAIR 2 - A_2 UNIT T TT T 1S NOTED ED j < !n U1 UNIT BN!1 J �� 1 1 Al1J � �1JA1 \ A l 1 t �.J t UNIT BNI� B1 2 ETAILED 1 LJAI \ - V 1 \ 1T '�t UNIT BN!� I I B 3 E 1 AIL PLAN 1� ��, She j n0 (o � 0 A-2 --- - - SCALE: 1/4"=1'-0" A-2 SCALE: 1/4"=1'-0" A-2 L SCALE: 1/4"=1'-0" >' N J-5 ----- �31 J A-3.5 o U) 0 o E O 4E N �- KEY L t 3rdfloor 1 BEDROOM / 1 BATH KEY FLAN t 3rdflup-%or STUDIO , 1 BATH L t rd f1 r 1 BEDROOM � 1BATH UNIT COUNT = 3UNIT COUNT = 2 UNIT COUNT 2 A_ 05�°c TOTAL AREA PER B4O.M.A. STANDARDS: 526 S.F. TOTAL AREA PER B.O.M.A. STANDARDS: 386 S.F. TOTAL AREA PER B.O,M.A. STANDARDS:. 715 S.F. 3 0 >�_ a t U)U o. Q 2 3 4 5 6 7 8 12" GNB E30TP ONE LAYER 5/8" TYPE ONE LAYER S/B" TYPE ONE LAYER S/B` TYPE ONE LAYER 5/8" TYPE SIDES ' 'X' GNE3 EACH SIDE 'XI GNB EACH SIDE XI GNE3 X' GNB EACH SIDE 2x4" WOOD 5 1/2" WOOD c —1/2" GN6 BOTH STUDS @ 16" ro -1/2" GN6 BOTH -1/2" GNB BOTH STUDS @ 16" O.C. 0 w SIDES —2x6 WOOD STUD TOP t SIDES SIDES —5 BATT INSULATION 5 BATT INSULATION 3 BATT INSULATION 0 C. BOTTOM PLATES -1 - 116"2x4 WOOD STUDS 2 --all GNU B" GNU BEARING UL —8" CNU @ Q) U) 2x4 or 2x6 WOOD <* BEARING UL CLASSIFICATION BEARING UL 2x(o NOOD STUDS O.C. STAGGERED 8" 2x6 NOOD STUDS :/-2x4 WOOD STUDS @ c a) 0).0 F 2x4 V400D STUDS 3y2" ACOUSTICAL .,--2x6 WOOD STUDS @ @ 1('110,c. CLASSIFICATION MARKING CLASSIFICATION + STUDS UUS h W10,C. TO UNDERSIDE O.G. ON 2x(o WOOD @ 16"O.C, TO 16"O.C. TO UNDERSIDE MARK C @16"O.C. TO BATTING 16 " 0, C. TO OF STRUCTURE PLATES UNDERSIDE OF MARKING OF STRUCTURE ro MARKING 0 UNDERSIDE OF UNDERSIDE OF 2-7 *NOTE: TOP OF WALL STRUCTURE c ---2x4 WOOD STUDS 16" STRUCTURE '--V2'I BATT ___y J/2111 GNB -0 STRUCTURE APA RATED 2 0 H TO 42" ABOVE 2 H 0 0 6211 O.C. STAGGERED B 0. C, SUBFLOOR* 6�311 11 1 INSULATION (NOT 511 1 EXTERIOR GRADE 311 1 511 +5 C TO UNDERSIDE OF 4 1/2" or 6 112" 643 REQUIRED BY FIRE SHEATHING 11511 7511 11-16 >, W STRUCTURE TEST) Q) Lo A c c +, 0 TAG; OA TAG: OB TAG: 0C TAG: OD TAG: IA TAG: IB TAG: Ic TAG: ID TAG: IE TAG: I F TAG: IG 2 = TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING L_ cu c 'D RATING: 0 HOURS RATING: 0 HOUR RATING: 0 HOURS RATING: 0 HOUR RATING: I HOURS RATING: I HOURS RATING: I HOURS RATING: I HOUR RATING: 1 HOUR RATING: I POURS RATING: I POUR 0 0 FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: NP 3660 FIRE TEST: NP 3380 FIRE TEST; UL# U356 FIRE TEST: SIMILAR TO UL# Uq05 FIRE TEST: SIMILAR TO UL# U905 FIRE TEST: UL# UBCS FIRE TEST: SIMILAR TO UL# Uq05 hi t e c t u re, engineering c u DESCRIPTION: TYPICAL 2x4 WOOD DESCRIPTION: 2x4 ND STUDS STAGGERED DESCRIPTION: TYPICAL 2x6 WOOD DESCRIPTION: 2x4 or 2x6 ND STUDS LOW DESCRIPTION: TYPICAL 26 WOOD DESCRIPTION: STAGGERED 2x4 WOOD DESCRIPTION: EXTERIOR 26 V400D DESCRIPTION: 8" GNU WALL AT INTERIOR DESCRIPTION: 8" GNU WALL AT INTERIOR DESCRIPTION: INTERIOR 2x4 V400D DESCRIPTION: 8" GNU WALL AT INTERIOR i n t e r i o r d e s i g n +land plann i ng � c INTERIOR PARTITION ON 26 PLATE INTERIOR PARTITION WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL 2525 Holicong Rd., P.O. box 667 0 ro Holicong, PA 18928-0667 _c 215 794 1925 p 215 794 1926 f c 0 0 c t of E __Y "D c E 43 0 c 0 0 m m 0 CO roro 'c 0 c c B m a) 41 LO 51-011 21-61' -112 51-011 51-111, -oil 0 01 ol 11 Vill 2 I I 1 .1 .1 U71 W W E 21 - 0 11 31 - 0_1 1 2 21 -5-'ll 21-111 2 1(01_7211 Lij 114 Lli .L, 01 1 eo, 0 .2 0 _4j- -02 U 4' -all _511 21-B'' 2 10 02 u u u z 04 �47 0,0 c N CARPET < cn ICA V) o Luro 2411 A N 3-(7177TIT u 0 9 r" R 0 RANGE 0 101-r 0 Cm I, 0_111 > > • 21 364'YAN. 2 ol /BATH 02 11 < E3 CARPET cn c 8'-5_ LIVING P-00111 F1 F7 P, Q!I Qn "I'l u _j 0 VINY CARPET W W 114 V� U U. -IN 24 Um ` u u 1:4 1:4 94 m Q_ W I C c P4 C4 C_� 0 C) 2 c II I I I SIN z3 4N L�� .2 0 0 0 0 0 0 2 0 BE 1:4 Qw M CARPET 0- Jc� '0 L V Cc: BEDROOM LOD cn On Nt 171-1 - CARPET M CIO on V) cn v) 0 2 m 11 lel� - - - - - - - - 1 E3 CA PE -r 0 0 c L_ J00 aIN u0_(D 0 0 00 (R (D c cv UO3 N A m CPT.VN �I 'D I E (Lp I -IN F -all 011 c1`2 N 0 UO3 CPT. N1 211 2 2'- 9 C\11 LIVING ROOM 10 1_0 VINYL L 2 lA cal 1 O1 24'' 0 c CARPET - N RANGE @ X B I-A2 CC) 0 z CARPET IN -1 M_ BEDROOM < —IN N L( CARPET N > UO3 1 ;T 0 z I I CID W-7 4'-S-L BAT14 2 RANGE VINYL 24 0 IIo Hx \�j- o III - I, SINK 4 — — CLOS, I - nr CARPET CO IT ]DATE KITC44EN _jro0 /INYI�/ L_ VINYL % -IN 30''VALL N. LO 0 < ILD _j a)0 _ III9 0 �LLJ > V) E /F L_ L-1 <, c 0 �21 011e -oil '10 0 ,21-011 ol EX+4AIJS7 SHAFT FOR TYPE I C: 4- 51 011 61 31-011 7 KITCHEN �4001_-) @ FIRST FLOOR. u 0 51 ca loo, .411 41-411 1 21 2 2 _011 0 1 11 (0) L_ -Oil 21-6 PROVIDE SHAFT WALL LINER, 0 r 41 el 111-31, ol 5 21 - G c DUCT WRAP AROUND EXHAUST .-0 0 121-011 71-411 2 21'-52 301_O2u DUCT FOR REQIURED 2 HR. m 0 Ile RATING u) ui :3 c 0 c 2 (D C) E D C 0 a) > > a) 0 a 0) ) u 1:6 c c .0 QN O L a) .c Q. N .6 > m N z a) 11) c W 6_ 0) UNIT UNIT UNIT UNIT UNIT UNIT ^^ u) A-2O c UNIT UNIT A-2 UNIT UNIT A-2 UNIT UNIT A-2 UNIT UNIT A-2 UNIT UNIT A-2 UNIT UNIT A-2 c A-1 A-1 UNIT A-1 A-1 UNIT UNIT UNIT UNIT UNIT A-2 A-1 A-11 A-1 A-1 A-2 A-1 A-1 A-2 A-1 A-1 A-2 — A-2 STAIR 4 STAIR 4 STAIR 4 STAIR 4 STAIR 4 STAIR 4 16- STAIR 1 STAIR 1 STAIR 1 STAIR 1 STAIR 1 STAIR 1 = UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT — lc:� +j a) B UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT B B-6 B UNIT B B-15 B UNIT 8-6 B UNIT B B-6 8 3-6 B UNIT B B-6 G c cId >1 z G c ID c B ui 41 c'4 c UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT T 0) 0 B D UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNu UNIT UNIT E3 B D B B D 8 B D B B D 8 B 8 D H B U) UNIT UNIT UNIT UNIT UNIT ri �', UNIT c UNIT UNIT UNIT U UNIT UNIT UNIT UNIT UNIT UNIT UNIT '411 0) .0 UNIT K K �11T UNIT L UNIT UNIT 3_5 6_5 UNIT E B-5 E B B-5 L UNIT E B B-5 L B NIT E B UNIT UNIT- �!T N UNIT UNIT UNIT N UNIT UNIT UNIT UNIT UNIT N UNIT UNIT UNIT Ln a) UNIT UNIT G F UNIT H UNIT UNIT G H U N UNIT H 11 --A— 10 0 Ed U E UNIT B UNIT' I UNIT 8 UNIT UNIT B UNIT B -0 A UNIT UNIT UNI f UNIT UNIT UNIT UNIT UNIT A UNIT UNIT UNIT B --- 2 U IN ff UNIT N11-1 I �Nlj I A UNIT UNIT B-2 iNiT UNIT I U UNIT UNIT UNIT (D UNIT B. 1 134 UNIT UNIT UNIT -4 E 8.1 34 B B-3 8.1 B 8 B. 1 B B 8 3.1 B UNIT UNIT UNIT A UNIT UNIT A NI I A STAIR 3 U STAIR 3 STAIR 3 STAIR 3— STAIR 3 B c: B UNIT 8 B B STAIR 3 UNIT j UNIT UNIT m STAIR 2 UNIT STAIR 2 E UNIT STAIR 2 UNIT STAIR 2 A-2 STAIR 2 UNIT STAIR 2 L] A 2 UNIT A A-2 UNIT A-2 B1 A-2 UNIT A-2 31 C UNIT UNIT ILI UNIT UNIT UNIT 31 UNIT UNIT UNIT UNIT81 UNTBNI� 0 A-2 3_1 - B-1 B-1 B-1 A-2 B-1 c _j -a A-2 A-2 A-2 Ll L% --- 1- 00 c N Lij t� 00 < KEYPL at 1st floor EY t 2nd floor Y L, t 1st floor YPL at nd floor KEYPLAN at 1st floor KEYPL t 2nd floor > n C) 0 M co 0 1 < 2 0 U W 0- NOT ES: NOTES: NOTES: 0 1. ALL INTERIOR UNIT PARTITIONS ARIE<, PE 1. ALL INTERIOR UNIT PARTITIONS ARE�'PE 1. ALL INTERIOR UNIT PARTIONS 4RE<�OrPE _J :E UNIT UNLESS OTHERWISE NOTED UNIT UNLESS OTHERWISE NOTED UNIT UNLESS OTI4ERNISE NOTED UNIT UNIT A-2 UNIT UNIT A-2 UNIT A-2 > UNIT UNIT UNIT A-1 A-- 1ATI�R A-1 A-! 2, G.C. TO LOCATE MALLS AROUND BATS A 2, G.C_ TO LOCATE WALLS AROUND BATHROOM 2. G.C.C. TO LOCATE DIAL '::� AROUND 00�1 A-2 STAIR 4 A-2 STAIR 4 F` A-2 Lj Lu UNIT STAIR 1 FIXTURES PER SPECIFIC �IFR. FIXTURE SIZES UNIT STAIR 1 F 1 XTJURES PER SPECIFIC 1"11FRI, FIXTURE SIZES STAIR UNIT STAIR 4 FIXTURES PER SPECIFIC �IFR. FIXTIJRE SIZES < UNIT UNIT UNIT UNIT UNIT UN < Im UNIT KITCHEN APPLIANCES B UNIT 8 3. RE'531DENT 'IAL APAR7r'11:_:NT KITCkEN APPLIANCES UNIT' B-6 3. RESIDENTIAL APARTMENT KITCHEN APPLIANCES 6 UNIT 8_6 3. RESIDENTIAL APARTI-11ENT <! c 8 c B c B co 0 0 1-ALLED EY� G.C. SEE SPECS UNIT (D ARE SUPPLIED $ INSTALLED E3*;" G.C, SEE SPECS ARE SUPPLIED $ INS' ARE SUPPLIED � INSTALLED BY` SEE SPECS UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT U) 0 �. UNITI/ UNIT B D D < B FOR i'lORE INFO B FOR i-11ORE INFO UNIT UNIT B FOR rIORE lINPO I HT I_jNIT 3 1 ­ UNI I UNIT I < 0 UNIT UNIT C- L7 UNIT ? I v UNIT T IT 0 UNIT ION 0 0 K m UNIT 4, E ALGA -I FOR 1`10RE INFORMATION UNIT I UNIT /4 ADA-! FOR MORE. INFORNATION JNI K K UNIT 4. ADA-I FOR 1",ORE' INFOR�IA B B-5 Fj 3_5 6 uj Lo 8-5 UNIT L:1 Z-116 WIT E UNIT E�1ERGENCY CAI L 5"ISTEt"11 -wo :E N UNIT UNITUE I EMERGENCY CALI SYSTEM S. E�IERGENCY CALL SYSTEM -1 - - L_ - N UNIT UNIT N UNI UNII UNIT UNIT UNIT F nu. UNIT F-I IS F UNIT 6, ELECTRICAL PANELS FOR UNITS TO BE LOCATED IN H UNIT UNIT G IF UNIT (o. ELECTRICAL PANELS FOR UNITS TO BE LOCATED IN _H UNIT UNIT UNIT ELECTRICAL PANELS FOR UNITS TO E3E LOCATED IN rJ IN DY. -0 11 1 u B I 1 ---.0 B 4- UNIT 71T UNIT CL -0 c a -Le: C-� P-CKCCO by: c A DRAWINGS FOR B-2 IT 2X6 STUD NALL. SEE ELECTRIC I L____ UNIT UNIT NIT 2XG STUD WALL. SEE ELECTRICAL DRAWINGS FOR UNIT UNIT UNIT UNIT UNIT UNIT 2X(o STUD WALL. ' "EE ELECTRICAL DRAWINGS FOR _LU �N UNIT UNIT UNIT I �UN T I, _U IT UNIT N T UNIT 1: UNIT ,��J'T UNIT IT UNIT U B "_� IT Q 3-3 8.1 B. 1 3-4 UNIT B-3 B, I B. i UNIT p 0 H-15 H. I H. I H-4 B PANEL LOCA71 !ON. UNIT p B PANELL LOCAII ION, -4 B PANEL ILOGATIOINI, UNIT A UNIT A N C' V 2006 u- :p E UNIT A STAIR 3 1 --- - -- 1--_ 0- B Aj STAIR 3 B STAIR 3 ? .0 UNIT AREA INDICATES 10" DROPPED SOFFIT -1 1 1-1 1 ­ . c��,­pproved ny: :2 > B N17 HATCHED AREA INDICATES 10" DROPPED SOFFIT 7. I­4ATC14ED AREA INDICATES 10" DROPPED SOFFIT -s cc 7, ��ATC�_IFD AR11- 7. �IA UNIT :0 A-2 UNIT STAIR 2 STAIR 2 A-2 UNIT AS NO-ED (n w UNIT STAIR 2 _2 0" �2� Bi UNIT 131 i'�DETAILED PLAN UNITT ETAILED PLAN UNITK' UNIT r3 ETAILED PLAN - UNIT'Ll - B-1 UNIT Sheet no. U) L-- 0 A­2 A-2 -2 0- �; 1-011 SCALE: 1/4"=F-0" > X ..... SCALE: 1/4"=1 SCALE: 1/4 =1 -011 A 1,sA j3_1 0 `D Q) E c 0+, N — Ilk 2 BEDROOM 2 BATH I BEDROOM I BAT �4 I BEDROOM I BATH :319 @ 0 KEYPLAN at 3rd floor UNIT COUNT 2 KE Y tj LAN at 3rd floor UNIT COUNT 4 KEYPLAN at 3rd flu^or UNIT COUNT 2 Z _c :t �1 TOTAL AREA PER B.O.N.A. STANDARDS: BBB TOTAL AREA PER B.O..A. STANDARDS: 525 S.F. TOTAL AREA PER B.O.�I,A. STANDARDS: 6�2 ® 0 6 L_ S. F. S. F. > 0__ 0 M 0- () < 1 2 3 4 5 6 7 8 .t ® 1/2" GWB BOTH ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' _ SIDES GWB EACH SIDE GWB EACH SIDE GWB GWB EACH SIDE +' 2x4 WOOD STUDS 5 1/2" WOOD >' w 1/2" GWB BOTH 1/2" GWB BOTH 1/2" GWB BOTH 1D @ 16 O.C. A1STUDS @ 16" O.C. ® (D BOTTOM SIDES -2x6 WOOD STUD TOP & SIDES SIDES 5 BATT INSULATION 5 " BATT INSULATION 3 BATT INSULATION V D BOTTOM PLATES D OD 2x4 WOOD STUDS @ 16" 1C 8' CMU 8 CMU BEARING UL 1 8 CMU W 2x4 or 2x6 WOOD B BEARING UL CLASSIFICATION BEARING UL „ 2x6 WOOD STUDS @ 16"O.C. O,C. STAGGERED 8" 0. c. 2x6 WOOD STUDS @ FI -2x4 WOOD STUDS @ 16"O.C. c N 2x4 WOOD STUDS 3Y" ACOUSTICAL BATTING 2x6 WOOD STUDS @ STUDS @ 16 O.C. TO UNDERSIDE OF ON 2x6 WOOD PLATES 160_C. TO UNDERSIDE CLASSIFICATION MARKING TO UNDERSIDE OF CLASSIFICATION a� 41 @16 O.C. TO UNDERSIDE 16"O.C. TO UNDERSIDE STRUCTURE OF STRUCTURE MARKING STRUCTURE MARKING Z 0 OF STRUCTURE OF STRUCTURE *NOTE: TOP OF WALL TO - o c ® 2x4 WOOD STUDS @ 16' 42" ABOVE SUBFLOOR* 3Y' BAIT INSULATION APA RATED EXTERIOR Y GWB Y GWB Q 3 1>> 1„ O.C. STAGGERED 8" O,C, TO 1„ 3„ (NOT REQUIRED BY FIRE GRADE SHEATHING - 0 cc 1 42 62 UNDERSIDE OF STRUCTURE 62 4 1/2" or 6 1/2" 64 64 TEST) 68" 118° 78" 44" 1'-18" - � N TAG: OA TAG: OB TAG: OC TAG: OD TAG: 1 A TAG: 1 B TAG: 1 C TAG: 1 D TAG: 1 E TAG: 1 F TAG: 1 G o 0 TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING �� QRATING: 0 HOURS RATING: 0 HOUR RATING: 0 HOURS RATING: 0 HOUR RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOUR RATING: 1 HOUR RATING: 1 HOURS RATING: 1 HOUR o 0 FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: WP 3660 FIRE TEST: WP 3380 FIRE TEST: UL# U356 FIRE TEST: SIMILAR TO UL# U905 FIRE TEST: SIMILAR TO UL# U905 FIRE TEST: UL# U305 FIRE TEST: SIMILAR TO UL# U905 a r c h i t e c t u r e, e n g DESCRIPTION: TYPICAL 20 WOOD INTERIOR DESCRIPTION: 2x4 WD STUDS STAGGERED ON DESCRIPTION: TYPICAL 26 WOOD INTERIOR DESCRIPTION: 2x4 or 26 WD STUDS LOW WALL DESCRIPTION: TYPICAL 26 WOOD BEARING DESCRIPTION: STAGGERED 2x4 WOOD BEARING DESCRIPTION: EXTERIOR 26 WOOD BEARING DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: INTERIOR 2x4 WOOD DESCRIPTION: 8" CMU WALL AT INTERIOR i n t e r i o r d e s i g n + I a n d p I a n n i n g >, c PARTITION 26 PLATE PARTITION WALL WALL WALL_ BEARING WALL 2525 Holicong Rd., P.O. box 667 0 Holicong, PA 18928-0667 ,c 215 794 1925 p 215 794 1926 f c L •0 -- 22'-10" >1 -C �E 201 4'-9" 11 2'-1" 11'-6" c (D U 0 5'-8" 5'-10" Wo L U C --- 0 om °> I �, �IN I c: ca 0 4- c O co 1 1 BEDROOM I CARPET 0 I �cN B z 0� O J 1 I w x w ov I 2Q p ZD r 1" U U U 0 t 13'-4" 2'-6" 13 -32 01 x �; x z 0 +' Q I O 4'-21„ 2,42 1„ ,_41„ o 0 0 U o c 2 6'-9" -2 2 6'-9" 4'-2" 3 3 W V) on c W10 O %w Le w 3 3 3 t-0 1B A A A 2 1„ 18'-71„ w vz c 29'- 92 2 a W vW� vW� rvx�� O IJi 0 U U fx P4 R: A a co 2 4'-4" 12'-7" - 12'-3�" o 0 0 0 0 o c 1„ 1„ 1,> o �jate.. or'", a 6 -0 6'- 32 6 12 6 52 I ° w w w w co c 01 LIVING ROOM n � I �-IN o rn rn cn Ln V) cn r ,0 0 0 CARPET I LIVING ROOM p) I CARPET CARPET 00 C o a� a rn CLOSET U 03 1 B a ,o vr, o 0 0 0 0 0 0 0 O C CARPET /O O ^r - ^ N N � M r 0 rn ILL co 2,-4_„ o O /� - - � 1 1 r. o 0 0 0 0 0 N U01 _ o co ^IN - I Eau_ 1 C o I ^ 1 Ln VIN L GOB 7,-72„ , O� - o 1 B �- - - - �N o 2„ 5'-3„ 5,-42>' N N o / 1 a� \ *' CARPET C i - 0 REF. 2 _ 5 -4'� - - r U05 11 -3�„ II ! \ \ x / /co CARPET ABEDR OOM Y1 PANTRY - - - I - KITCHN 1 �g� 3 a / \ - ^ VINYL GC VINYL „ p \ VINY / ! (N VINYL j L L 24„ 24 0 ! - - - - - - T SINK L_ RANGE J - /6-„-VAN. � co CPT. oo O I a� rIN 30"x6 c3 0 -- -- -- c -� - SH o 0 NI N _ 40 .. J KITCHEN CPT;,° c 1 B VINYL VINYL UO3 0C SIN - ---- 1B / /// --- \\ \ w > j z M.C.co E oo L4" 24" uj // c j r U) UO3 Q o RANGE SINK -IN / \ o N j - > O° REF. \ / \ "D 0 SIN \ ^ i� OO C° . / \ N cc I\ A.P. - - - - X o I® 4= - !- - Vcc KITCHEN / I ;y Mo z M.C. / \ o c I I INK I -�-1 "' - - - - � Q ` / \ o 0 vINYL _ I / \ ? ° 3'-O" 2'-0" U 24" o ^ 0 1 B / \ ^ 110 b --R-A-N1GE J I\ /! 1B 1„ \ 7'-0" 4'-82» 5'-0" 6'-2" 6'-10" A _� c %7'--Yb" 10'-10LO 2 2 -11' I 0 0 3 "x6 L CLOSET �® LINYL N ! SHWR' .I \ - - �-2'- 7O �T� (3p D 1 A 3'-0" 2'-0" 1 B II I ,� 1„ „ 0 O N 7'-12 5'-0" 4 -g2 7'-10" L 25'-01_„ F� a� �o 2 ~ Q 141-1" 8'-52» c aci f° m 0. 0 lo 22'-10 O x _c Q V1 > c UNIT UNIT UNIT UNIT UNIT UNIT c UNIT UNIT UNIT A-2 UNIT UNIT UNIT A-2 UNIT UNIT n�2 A-2UNIT UNIT UNIT A-� UNIT UNIT UNIT A-2 UNIT UNIT A-2 O I�1A l A-1 A-2 A-1 A-1 A-2 A-1 A-1 A-1 A-1 A-2 A-1 A-1 A-2 A-1 A-1 STAIR 4 STAIR 4 STAIR 4 STAIR 4 STAIR 4 STAIR 4 `VV UNIT STAIR 1 STAIR 1 STAIR 1 STAIR 1 STAIR 1 STAIR 1 g UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT O Q 0 c B B 6 c B B 6 G B B 6 000, c g B 6 G B B 6 c g B-6011 .� UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT N C B D UNIT B B D UNIT B B D UNIT B B D - UNIT B B D UNIT B B D UNIT B .. A A O B UNIT N B B UNIT UNIT B B N UNIT B r- N UNIT UNIT UNIT p UNIT UNIT UNIT p UN'T UNIT UNIT c UNIT UNIT UNIT UNIT UNIT UNIT UNIT M UNIT UNIT UNIT UNIT M UNIT _0 NIT L K K UNIT UNIT L K K UN? UNIT L K K UNIT 0 rn. B-5 .� B B-5 B B-5 ��... B B-5 B B-5 B P,-5 I E B . en E UNIT F- E IE UNIT UNIT UNIT UNIT N UNIT UNIT UNIT UNIT UNIT N UNIT�U�__IT` UNIT UNIT UNIT N UNIT UNIT � �7 � G F UNIT H UNIT UNIT G F UNIT G F UNIT H UNIT UNIT GUNIT G F UNIT NI UNIT UNIT G F UNIT r LINI..r B J B UNIT B J B UNIT B J g F-I N A UNIT UNIT UNIT E UNIT UNIT B-2 UNIT UNIT UNIT UNIT A UNIT UNIT B-2 ______ UNIT UNIT '' T UNIT A UNIT UNIT i3-2 UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT Q B.1 B4 g UNIT B-3 8.1 B.1 B-4 B UNI:_ B. B4 g UNIT B-3 B.1 B. B-4 B UPJIT B.1 B4 g UNIT B-3 B. B.1 B--4 B UNIT A T UNIT A UNIT A UNIT A UNIT A UNIT A 0 C g S A R 3 B STAIR 3 STAIR 3 B _ STAIR 3 STAIR 3 g STAIR 3 1 c 0 STAIRL UNIT STAIR 2 ! UNIT B UNIT UNIT B UNIT +r STAIR 2 STAIR 2 B1 UNIT A_2 UNIT � A-2 UNIT STAIR 2 UNIT STAIR 2 0 A-2 UNIT I A-2 UNIT I -� A-2 UNIT � i 0 U UNIT UNIT B1 UNIT 61 UNIT UNIT B1 UNIT B1 UNfT UNIT B1 UNIT O 'C UNIT UNIT UNIT A-2 B-1 B-1 A-2 B-1 B-1 A-2 B-1 B-i Q - N A-2 L- A-2 �--� A--2 L J � N I� �dIm KEYPLAN t 1 st floorKE'Y"PLANat 2ndfloorK(EYPLANt1 stfloorKEYPLANat2nd floorKEYPLAN at 1 st floor t o floor w , C o a) 0) 0 Q L NOTES: MOTES: NOTES: 1. ALL INTERIOR UNIT PARTITIONS ARE TYPE lC� 1. ALL IN TER!OR UNIT PARTITIONS ARE TYPE 0A 1, ALL INTERIOR UNIT PARTITIONS ARE TYPE oA �+ ! ►� UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED U N L ESS OTHERWISE NOTED 2 0 UNIT r� UNIT n r- UNIT UNIT UNIT u,�1T A 2 2. G.C. TO LOCATE WALLS AROUND BATHROOM uNIT uNIT A_2 2. G.C. TO LOCA IE WALLS AROUND BATHROOM uNIT uNIT A_2 2. G.C. TO LOCATE WADS AROUND BATHROOM J J J UNIT \ UNIT �� C 7r( c� Uj LL 0 A-' A-' A-2 FIXTURES PER SPECIFIC MFR. FIXTURE SIZES A_1 A-1 A-2 FIXTURES PER SPECIFIC MFR. FIXTURE SIZES A-1 A-1 A-2 FIXTU .ES PER SPECIFIC MI R. FIXTUIIRE SIZES L STAIR 4 I STAIR 4 T n STAIR 4CL UNIT STAIR 1 UNIT 3. RESIDENTIAL APARTMENT KITCHEN A.PP_'ANCES UNIT STAIR 1 UNIT 3. RESIDENTIAL APARTMENT KI �.CHEN Ar PLIANCES UNIT STAIR 1 3. RESIDENTIAL APAR IVIENT KI !CHEN A; PLIANCES Q UNIT UNIT B-6 UNIT �NI C ! i �I�T 1 n Q B "IT B B-6 ARE SUPPLIED & INSTALLED BY G.C. SEE SPECS B uCL �'T B ARE SUPPLIED & 'iJSTALLED BY GoC. SEE SPECS B u�'T � � B ARE �UPP�.L� & Ilu� A _�D B` G.�. SEE SPECS o uNIT UNIT UN IT FOR MORE INFO UNIT UNIT i �- UNIT FOR MORE INFO uNn uNIT i UNIT FOR MORF INFO _ U) 2 B D -- UNIT B B D UNIT B r l a (1 T B D \--- UNIT B n f- UNIT AI IL B 4. SEE ADA--1 FOR MORE INFORMATION UNIT UNIT B 4. Sr 1 ORE INFORMAI ION I ;NIT M 2E INFORMA, LION <c UNHI uNIT UNIT _ _ U7 0 / c� E ACL�r=,- FORM B 4. SEE A,D�A,-- I F��r �l c��. � I � ! Q cn UNIT K K 0 1 UNIT UNIT 5. ;� EMERGENCY GA`L SYSTEM UNIT UNIT uKfT UKIT c M ; UNIT UNIT 5. c��J LMERvENG� GALL SYSTEM UNIT UNIT UiT iKIT/; M UNIT UNIT �. ��� CIV{F�vENG\r GAT..L SYJ�EVi p W J'NIT UNIT uNIT E 6. E CIRiCAL PANELS FOR UNITS TO BE LOCATED iN uNIT uNIT E E. EEECTRICAL PANELS FOR UNITS TO BE LOCATED IN 5 `NrJIT UNIT uNIT F 6. LCECTRICAL PANELS FOR UNITS TO BE LOCATED IN J UNIT UNIT UNIT u"rT NIT G F UNIT 2X6 STUD WALL. SEE ELECTRICAL DRAWINGS FOR H UNIT uMT G F "NIT 2X6 STUD WALL, SEE ELECTRICAL DRAWINGS FOR F; u"" NIT G F UNIT 2X6 S I UD '�AI_L. SEE El_EC T RiCAL DRAWINGS FOR �r°'� ° r`''rr}'W'' ! ` 0 UNIT I J B J B r n rl 20,06 06 0 0 I iVV CL-0 g_'2 PANEL LOCATION, UNIT UNIT UNIT UNIT uNTLiIT JNI? I '� IOPJ. B_2 PANEL LOCA LION. UNIT PANEL LOCATION. --- --- --- i ° 'IT UNIT UNIT UNIT UNIT UNIT UNIT UNIT B-2 L_-__ UNI? UNIT UNIT UNIT UNIT UNIT T j to ! r h,ecked bv: C ',- UNIT B-3 B.1 B-4 g 7. HATCHED AREA INDICA TES 10" DROPPED SOFFIT UNIT P cEj -3 B. B. B-4 g 7. HATCHED AREA INDICATES 10" DROPPED SOFFIT UNIT P o B-3 B., B. B-4 g' 7. HATCHED AREA INDICATES 10" DROPPED SOFFI I u 0 +' uNIT A UNIT A --� r - S IE'.: J rc c C. a. B STAIR 3 B UANI� STAIR 3 B - UNI UNIT STAIR 3 A ' UNIT A �,l)� 2000 A-2 B1 ! r UNIT, ' STAIR 2 -i A 2 ' NOTED I � to to STAIR 2 -1 UNIT UNIT STAIR 2 F�y. UMT 1 ETAILED PLAN - UNIT NIT B1 _%N�D ETAILED PLAN - UNIT N UNIT B, 3 DETAILED PLAN - �_ IT ®► sheet r1°. UNIT UNIT UNIT B-1 B-1 B-1 A-2 SCALE: 1/4"=1'-0" A-2 SCALE: 1/4"=1'-0" - A-2 ! SCALE: 1/4"=1'-0" >' X to J3_7 A-3.7 A-3,7 � o � a)E 0cU� 1 BEDROOM BATH1 BEDROOM / 1 BATH 1 BEDROOM 1 BATH `�' : _ KEYPLAN at3rd UNIT COUNT = 2 KEYPLAN t 3rdflou#,% r UNIT COUNT = 2 KEYPLAN at 3rd floor UNIT COUNT = 2 TOTAL AREA PER B.O.M.A. STANDARDS: 633 S.F. TOTAL AREA PER B.O,M.A. STANDARDS: 885 S.F. TOTAL AREA PER B.OA.A. STANDARDS: 490 S.F. �" 07 2 3 0 0- U) 0 o. Q ® 1/2" GWB BOTH ONE LAYER 5/8 TYPE X ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' Z SIDES GWB EACH SIDE GWB EACH SIDE GWB 2x4" WOOD STUDS GWB EACH SIDE 5 1 /2" WOOD w 1/2" GWB BOTH 1 /2" GWB BOTH 1 /2" GWB BOTH 1D @ 16" O.C. 1G STUDS @ 16" O.C. SIDES 2x6 WOOD STUD TOP & SIDES SIDES 5" BATT INSULATION 5 BATT INSULATION 1 3 2 BATT INSULATION a -0 0 BOTTOM PLATES OC OD 1 18 2x4 WOOD STUDS @ 16" 1C 8" CMU 8" CMU BEARING UL 8" CMU ® w 2x4 or 2x6 WOOD 2x6 WOOD STUDS @ 16"O.C. O.C. STAGGERED 8" O.C. 2x6 WOOD STUDS @ BEARING UL CLASSIFICATION CLASSIFICATION MARKING 2x4 WOOD STUDS @ 16"O.C, BEARING UL CLASSIFICATION c O .i 2x4 WOOD STUDS -3Y ACOUSTICAL BATTING 2x6 WOOD STUDS @ STUDS @ 16 O.C. TO UNDERSIDE OF ON 2x6 WOOD PLATES 16'O.C. TO UNDERSIDE MARKING TO UNDERSIDE OF MARKING a� @16' O.C, TO UNDERSIDE 16 O.C. TO UNDERSIDE STRUCTURE OF STRUCTURE STRUCTURE o Z OF STRUCTURE OF STRUCTURE *NOTE: TOP OF WALL TO c O 2x4 WOOD STUDS @ 16" 42" ABOVE SUBFLOOR* 3Y" BATT INSULATIONv APA RATED EXTERIOR Y"' GWB Y"' GWB ® g 3 41„ 2 61>, 2 O.C. STAGGERED 8" O.C. TO UNDERSIDE OF STRUCTURE 61" 2 I ,> „ 4 1 f2 or 6 1/2 � 63„ 4 63„ 4 � (NOT REQUIRED BY FIRE TEST) _Ij" 65„ 8 ) GRADE SHEATHING 1 115,> 8 V5„ 8 43„ 4 1'-15" 8 _ ac � A X� c TAG: OA TAG: OB TAG: OC TAG: OD TAG: 1 A TAG: 1 B TAG: 1 C TAG: 1 D TAG: 1 E TAG: 1 F TAG: 1 G -- w o TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING - RATING: 0 HOURS RATING: 0 HOUR RATING: 0 HOURS RATING: 0 HOUR RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOUR RATING: 1 HOUR RATING: 1 HOURS RATING: 1 HOUR _ c o 0 FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: WP 3660 FIRE TEST: WP 3380 FIRE TEST: UL# U356 FIRE TEST: SIMILAR TO UL# U905 FIRE TEST: SIMILAR TO UL# U905 FIRE TEST: UL# U305 FIRE TEST: SIMILAR TO UL# U905 a r c h i t e c t u r e, e n g i n e e r i n g c DESCRIPTION: TYPICAL 20 WOOD INTERIOR DESCRIPTION: 2x4 WD STUDS STAGGERED ON DESCRIPTION: TYPICAL 2x6 WOOD INTERIOR DESCRIPTION: 20 or 26 WD STUDS LOW WALL DESCRIPTION: TYPICAL 2x6 WOOD BEARING DESCRIPTION: STAGGERED 20 WOOD BEARING DESCRIPTION: EXTERIOR 2x6 WOOD BEARING DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: INTERIOR 20 WOOD DESCRIPTION: 8" CMU WALL AT INTERIOR i n t e r i o r d e s i g n + I a n d p I a n n i n g >, c PARTITION 2x6 PLATE PARTITION WALL WALL WALL BEARING WALL 2525 Holicong Rd., P.O. box 667 ®f° Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f c fn ?� c O c .E Y C U O Z _c C �= E N O - O N �0 _c `n cm m � C O 0 C i A � Rf N E -0 O C C B m � I 2 01 20'-92„ 01 24'-8" 0 J _ J 8'-0" „ 9'-10" „ i E 3'-05'-O2'-112'-L10 12'-6" 8'-0LJ � 11 01 3'-326'-62 1„ 1„ - - - - - - - z z z Q : 01 9'-82 2 2'-9v U C-)O _ U41 -- w w w U Q c U,03 � o --- 6„ 0 3 3 V) iA ° w ca '�U 1 U�03 1 � w w x �" Y m I I / BAm1 \ LnI`�' N Q o I c° @� z 1 1 A -1 \ I I ILO W o N¢ o = BAM -IN "n w z 3 3 3 ' VINYL � _ s T-1N -I` - - � � � KITCHEN L� - J I I � o Oo � , I 1 >, - I 1 I 1 f+ VINYL i L / SIN � / � Y _ _ � Z z A � A � = y _03- 5,�0„ - 2co 1'�g2„ VINYL 81_ -1 �N -1� 2 KITCHEN L.2 -22 - 2 5 - IVINYE ON U U a cn � r _j N VAN 1 ®I o - 1 N A a� I Z 1 30" VANS I 1 _ 0 0 0 0 0 0 0 o D „ O v U I® N U X60" I '� CARPET A Gi A a a a A 30 x6 L - _ 1 _ I WR �� BEDROOM C \/ I Iw m j O VINYL I I I IN N N O c N I _Z O C o `O o 0 0 0 0 0 �- \ / N 6'-4" 3 -22 1„ N ri o �n o v O C " N N , N O M .� CPT. I Qo n \/ 1 � 1 0 0 0 0 0 o O N 6'-2" - 1B I 2'-3' 8'-1" �� ��" �'_ I I G 1'-02 N N cn m N am m C to 1 N U) o N 9'-2" 6'-5" _ - BEDROOM LIVING ROOM "I VINYL I INYL CPT. 'C +� C CARPET " I� GO-�-24 ® p N SIN CARPET llVING ROOM -IN % CARPET I _ I rN I I SINK 1 1 �N 1 A 24" LIVING ROOM .7 N `r o BEDROOM `rI L R N GE of c CARPET Ln REF. Ln a c - I 0 o II I W t0 I V) E- 1 14'-0" N 10'-31 l - l s „ 0 o rn I 23'-5" o C U f0 fQ r N L C c 4'-3" 4'-9" 5'-2" 3'-112" o U 1„ 4'-102" 9,-4' 5'-2" QI co 9'-1- _0 c 9'-0" 2 A 18'-11„ c 2 20'-92" C 3 E m� a 0 D,, N o� a >o V1 ~ u a� > r....� N z • � � to UNIT UNIT UNIT UNIT UNIT UNIT ^ Y C UNIT UNIT A-2 UNIT UNIT A-2 UNIT UNIT A-2 UNIT UNIT A-2 UNIT UNIT A-2 UNIT UNIT A-2- nA�2 UNIT UNIT UNIT UNIT UNIT A-1 A-1 A-1 A-1 A-2 A-1 A-1 A-2 A-1 A-1 A-2 A-1 A-1 A-2 A-1 A-1 A-2 _! O STAIR 4 STAIR 4 STAIR 4 STAIR 4 STAIR 4 STAIR 4 O L UNIT STAIR 1 UNIT UNIT STAIR 1 UNIT UNIT STAIR 1 UNIT UNIT STAIR 1 UNIT UNIT STAIR 1 UNIT STAIR 1 UNIT UNIT UNIT UNIT N N }� Q g UNIT B_6 g UNIT B_6 g UNIT B_6 g UNIT B_6 g UNIT UNIT - g UNIT UNIT O c B C B UNIT UNIT C B C B C B C B � � � UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT A N C B D UNIT B B D UNIT B B B D OBIT B g p UBf7 B B D UNIT B B D UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT B UNIT UNIT B e UNIT UNIT LINT O y UNIT UNIT UNIT UN!? U UNIT UNIT UNIT p [) B-5 UNIT B B- 5 L K K UNIT UNIT L K K T UNIT E UN! E E ' NI, E E B -5 UNIT E B B B-5 B B- 5 �; B B-5 B � ® (� tq UNIT UNIT UNIT UNIT L K K UNIT UNIT � O UNIT UNIT T N UNIT UNIT UNIT UNIT N UNIT UNIT UNIT UNIT N UNIT UNIT C UNIT UNIT UNI.? G F UNIT H UNIT UNIT G F UNIT G F UNIT H UNIT UNIT G F UNIT G F UNIT H UNIT UNIT G F UNIT KNIT SNIT UNIT 1 T; UNIT B UNIT I J B UNIT B I J B � B I J B H� A UNIT UNIT UNIT B _2 -__- UN!1 UNIT UNIT UNIT A UNIT UNIT B -2 UNIT UNIT UNIT UNIT A UNiT UNIT � B-_Z UNIT UNiT UNIT UNIT O C UNIT UNT UNIT UNIT ------- UNIT O UNIT B.1 B4 B UNIT B-3 B.1 B.1 B-4 B UNIT B.1 B4 g UNIT 8-3 B.1 B.1 B--4 B JNIT B.1 B4 g UNIT B-3 B.1 B. B-4 B E UNIT A UNIT A UNIT A UNIT A UNIT A UNIT A C B STAIR 3 B STAIR 3 B STAIR 3 B STAIR 3 STAIR 3 B 1 STAIR 3 1 G �" O STAIR 2 UNIT STAIR 2 _I _ UNIT UNIT g ----- J [AJ�2 A-2UNIT A-2 UNIT STAIR 2 UMT STAIR 2 UNITA-2 UNIT A-2 UNIT STAIR 2 STAIR 2 LUNIT cA-2 UNIT B1 UNIT UNIT � B1 B UNIT UNIT B1 B1 LA IT UNIT B1UNIT UNIT ANI2 B-1 A-2N1B1L _jA-2_ B- A -2 J A-2 B-1 2 a J CO G� � W 3 �'¢0 K' E Y PLAN at 1 st floorKEYPL/'-"xNat floorKEYPLANt1 st floor KEYPLAN t2nd floor L at st floorKEYPLAINfloor 0- 0 a) U) 0 � IS CL ._ W O - NOTES: NOTES: NOTES: 1. ALL INTERIOR UNIT PARTITIONS ARE TYPE oA 1. ALL iNTERIOR UNIT PARTITIONS ARE TYPE OOA I. AFL INTERIOR UNIT PARTITIONS ARE TYPE OOA I `� J z � T UNIT UNLESS OTHERWISE NOTED UNIT UNLESS OTHERWISE NOTED uNrr UNLESS OTHERWISE- NOTED -I cu UNIT UNIT A-2 UNIT UNIT A-2 UNIT UNIT A-2 y A-1 A-1 UNIT r T A-1 A- 1 UNIT r, UNIT A-2 2. &C. i0 LOCATE WALLS AROUND BATHROOM A-2 2. G.C. TO LOCATE WALLS AROUND BATHROOM A-1 A-1 A-2 2. G. C. TO LOCATE WALLS AROUND BATHROOM li; (CL 6 `� STAIR 1 STAIR 4 IXTUR M; R, FIXTURE SUES STAIR 1 STAIR 4 FIXTURES PER SPECIFIC MF R. FIXTURE SIZES STAIR ? STAIR 4 a �' R� S PER SPECIFIC � � � FIXTURES PER SPECIFIC MLR. FIXTUF"= SIZES � I � UNIT UNIT UNIT UNIT UNIT UNIT �� UNIT UNIT ! < B "'T -b 3 RESIDENTIAL APART"v"ENT KITCHEN APPLIANCES B UNIT B B-6 3. R SIDENTIAL APARTMENT KITCHEN APPI IAVES B uN'I --- -� g ' - 3. RESIDENTIAL APART�'EN� K! _3 APPLIANCES z � C C l I "' C j_. �\ UNIT ARE SUPPLIED 1 ' - y SEE SPECS UNIT UNIT UNIT ARE SUPPLiE -G.C. y r �I p I - v `� © *- uNrr UNIT & NSTALI FD B C.C. D INSTAL' BY G.�SEE SPECS UNIT uNrr UNI; ARE SUPPI & INSTALL_�_D B Y G.C. SEE SPECS � I - 0 B D B R MORE NFO B D UNIT B B G UNIT UNIT B _ I- f!} O L) / _ UN!I UNIT B I O ( - I UNIT HNIT B FOR MORE INFO UNIT UNIT B � lr '-. y' UNiT UNIT UNIT OR VI INL� UNI r L K K G UIJiT UNI d UNIT UNIT UNIT p uN�T UNIT UfviT B 4. SEE ADA-1 FOR MORE INFORMATION UNIT L K K "� JNf? UNIT 4. SEE ADA-1 FOR MORE 1NFORMA PION :UBNIT L K K ° M UNIT UNIT 4. SEF. ADA-1 FOR MORE INFORM,A TION a o � � � ° B-� UNIT E r- B-5 UNIT E B r -5 B (lY T N UNIT UNIT 5. . EMtRGENCY CALL SYSTEM N UNIT UNIT 5. L . tMERGENCY CALL_ SYSTEM T uh'T UNIT UNIT E E E N, UNIT uNl, 5. . Lti4ERGENCY CALL SYSTEM H uUNIT UNIT G F UNIT 6. FCTRICAL. PANELS FOR UNITS TO BE LOCATED IN H UNIT uNf? G UNIT 6. ECF=CTRICAL PANELS FOR UNITS TO BE LOCATED N H uN'T u"'T G F UNIT 6. E� CTRICAL PANELS FOR UNITS TO BE LOCATED iN ar°'a`"` °. `'°`"n' ' y` J B J B J B �i_ r 2006-06 .NO '`�J Q CO1.+� UNIT 2X6 STUD WAIL. SEE ELECTRICAL DRAWINGS FOR a"IT 2X6 STUD WALL. SEE ELECTRICAL_ DRAWINGS FOR UNIT 2X6 STUD WALL. SEE ELECTRICAL DRAWINGS r OR t.,.-- - ---- j UNIT UNIT UNIT UNIT UNIT UNIT Q B-3 B. B. B-4 UNIT - UNI T - ------ 1 A B- I UNiT I UNIT UNIT UNIT UNIT 8-2 z r i B PANEL LOGA ION, UNIT P 8-3 B.1 B,, B-4 UNIT UNIT UNIT UNIT UNIT SNIT J O �. T B PANEL LOCA LION, UNIT P e E.1 B.1 B-4 UNIT T, a.c. cr c k c B PANEL LOCATION. uglT A -- -- STAIR 3 /. HATCHED AREA INDICATES 10" DROPPED SOFFIT UNIT A L__,I STAIR 3 7. HA LGHEJ AREA INDICATES 10" DF�OPPED SOFFIT uNB1T A _ _ NOV----2ooC j_ - --- -- - ' UNIT -. --- ----- UNIT STAIR 3 ) HA rCHED AREA INDICATES 10" DROPPED SOFFIT sC IC: A' N\ r-- --I ,Y: STAIR 2 - -- A-2 UNIT c UNIT a�;�rOVB i �: �� Q ®�T T STAIR 2 A-2 UNIT �1 %� TT pj �T r �TTT STAIR 2 - - A_2 UNIT �{ T TT PLAN UNIT W co UNIT B1 �IDETAILED PLAN ! �� 1 ��' UNIT - ' B1 2 1 /�L 11L�� PLAN \ UNIT �! 1 1 int UNIT j B1 3 L 1 AILED PLJAl V - �.J 1 \ 1T 1B-'6v 1,- 'n N UNIT B_1 UNIT B_1 UNIT B_1 Sheet no. t� N R A-2 - -- A-2 A-2 -- - - d + SCALE: 1/4"=1'-0" ----- SCALE: 1/4"=1'-0" ! SCALE: 1/4"=1'-0'1 '' x �31 A-3.8 �.8 � v � 0c floor °�U KEYPLANat 3rd floor UNIT COUNT 11 BATH KEYPLAN t 3rd UNIT COUNT / 11 BATH KEYPLAN at3rdfloor UNIT COUNT / 13BATH ® 0 C SH TOTAL AREA PER B.O.M.A. STANDARDS: 456 S.F. TOTAL AREA PER B.O.M.A. STANDARDS: 512 S.F. TOTAL AREA PER B.0.V.A. STANDARDS: 587 S.F. 3 0 �T_c CL 0 aQ ! 1 2 3 4 5 6 7 8 e I II' 1/2" GWB BOTH ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X'CD SIDES GWB EACH SIDE GWB EACH SIDE GWB GWB EACH SIDE „ - - >1 c 2x4' WOOD STUDS 5 1/2 WOOD c w 1/2" GWB BOTH ' 1/2" GWB BOTH 1/2" GWB BOTH 1D @ 16" O.C, 1 1G STUDS @ 16" O.C. SIDES 2x6 WOOD STUD TOP & SIDES SIDES 5 2" BATT INSULATION 5" BAIT INSULATION 3 BATT INSULATION BOTTOM PLATES 1 1C 8 CMU 8 CMU BEARING UL 1 8 CMU 0 0 0 OD 2x4 WOOD STUDS @ 16 2x4 or 2x6 WOOD 1B BEARING UL CLASSIFICATION BEARING UL cn ui 2x6 WOOD STUDS @ 16"O.C. O.C. STAGGERED 8" O.C. 2x6 WOOD STUDS @ CLASSIFICATION MARKING 2x4 WOOD STUDS @ 16"O.C• CLASSIFICATION �s --2x4 WOOD STUDS 3Y" ACOUSTICAL BATTING 2x6 WOOD STUDS @ STUDS @ 16 O.C. TO UNDERSIDE OF ON 2x6 WOOD PLATES 16"O.C. TO UNDERSIDE TO UNDERSIDE OF N +' J @16"O.C, TO UNDERSIDE 16"O.C. TO UNDERSIDE MARKING MARKING STRUCTURE OF STRUCTURE STRUCTURE p Z OF STRUCTURE OF STRUCTURE *NOTE: TOP OF WALL TOHu 9 u u2x4 WOOD STUDS @ 16 * 3Y" BATT INSULATION �" 3 42 ABOVE SUBFLOOR 2 APA HATED EXTERIOR Y"' GWB Y"' GWB o 0 1 1' O.C. STAGGERED 8" O.C. TO 1 3" 3„ (NOT REQUIRED BY FIRE 5„ GRADE SHEATHING 5" 5" 3" 5» 0 c L— 42 62 UNDERSIDE OF STRUCTURE 62 III �- 4 1/2" or 6 1/2" 64 64 TEST) 68 118 78 44 1 -18 TAG: OA, TAG: OB TAG: OC TAG: OD TAG: 1 A TAG: 1 B TAG: 1 C TAG: 1 D TAG: 1 E TAG: 1 F TAG: 1 G - LL- TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING c RATING: 0 HOURS RATING: 0 HOUR RATING: 0 HOURS RATING: 0 HOUR RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOUR RATING: 1 HOUR RATING: 1 HOURS RATING: 1 HOUR o 0 FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: WP 3660 FIRE TEST: WP 3380 FIRE TEST: UL# U356 FIRE TEST: SIMILAR TO UL# U905 FIRE TEST: SIMILAR TO UL# U905 FIRE TEST: UL# U305 FIRE TEST: SIMILAR TO UL# U905 a r c h i t e c t u re, e n g i n e e ring c e DESCRIPTION: TYPICAL 2x4 WOOD INTERIOR DESCRIPTION: 2x4 WD STUDS STAGGERED ON DESCRIPTION: TYPICAL 2x6 WOOD INTERIOR DESCRIPTION: 2x4 or 2x6 WD STUDS LOW WALL DESCRIPTION: TYPICAL 2x6 WOOD BEARING DESCRIPTION: STAGGERED 2x4 WOOD BEARING DESCRIPTION: EXTERIOR 2x6 WOOD BEARING DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: INTERIOR 2x4 WOOD DESCRIPTION: 8" CMU WALL AT INTERIOR i n t e r i o r d e s i g n + I a n d p I a n n i n g >+ e PARTITION 2x6 PLATE PARTITION WALL WALL WALL BEARING WALL 2525 Holicong Rd., P.O. box 667 O co Holicong, PA 18928-0667 L U) 215 794 1925 p 215 794 1926 f ?� c O 0 cn c E O O w I � i O Q `° �> 0� c O c� m E �o c c 24'-,3 �_� / z U +, O 5'-10" 5'-0" 4'-5" 8'-9" W 5 S W '01�a x � 18 23-62 3'-0" 2'-O" -- z z z 0 0 0 Q � O •- 12'-401 2» ,2-1', 5'-0„ 3'-02» -- - - — — O O O o U) a Q c 0 W O p — — — — —T— — I � 1A 'N I� I • °' w wBALCON w e I III 0 _ I N CONC. W W W 3 3 3 ,o » � ,O I � � -I�� = I x x � Qr 1BYT H N I ALUM. ' N 36 VAN. 15'-2- I -7 a w w -� o 1" I\ ' I RAILING w w W w� w� c o ��-�� 0 2 �! -- �J I ® U U w x x Q d y CC - I® SINK VINYL 0 0 0 0 0 0 0 2 0 9'-5" 7'-4" Q w w H as a a 34 Q \ Q - A A A a a a vINY I— -1 \I 00 5 N 11" 1'-S' " � o 1 I--J� i _ Or I N N N �� II o o I UO3 Oc rA� co on�� >,'o N N N ^� o I, O II I 2 24' I M.C. o � c CARPET N — i E RANGE J — BALCONY AT 3RD FLOOR a rn a� BEDROOM — z 0 c TIN z I i L_ o TI I o 0 0 0 0 o c� a•N 1 4 3,-8„ 1' 4 11 311 5- 1 1B o 0 0 0 0 o N E O .N-� O I U N L t0 N N 1 -4 U 3 I 2'-3' 8'-7" 4 -1" 8'-9" I N 3,-9» 1'-4 1'-4" 3,_8„ �IN n I C r� ® 00 _ r� N co 1 L N O 4' N c UO2 UO2 UO2 1 —4 CO ro � c O - i� OC N 1171, 3 o- fn ALUM. ALUM. 2 5'-3" CARPET CARPET c RAILING RAILING �o o° 00 E- -� 1- O I 0 a CONC. CAST. I CPT. VINYL 0 CONC. CAST. °' BALCONY oo coNBA�CoNY `a BALCONY n ��KI CH N - 1 A L 1I 1 c � RAILING CARPET 24" 24" r`LIMING ROOM 10'-10" 13'-11„ — w E L SINK U REF. ! t LL lc� 0 I 1B o — ® -- --- 0 cLn � N N BALCONY c c 13'-62 10'-102" o CONC. CAST. i� c O BALCONY , I, ALUM. U CONC. CAST. BALCONY AT 3RD FLOOR BALCONY AT 2ND FLOOR 24'-102" RAILING RAILING o rn c 8-8 7-4 O 00 - 8,> 01 1'-3" 1'-g" 3 a o.0 3'-3" 5'-4" 3'-0" 3'-8" 9'-3" -a N BALCONY AT 2ND FLOOR o N 11'-7" 12'-11 F„� «. o a Q)o 24'-6" V1 M..� N U I1 Q N � a a > We • rm. 0) to UNIT UNIT UNIT UNIT ^ N UNIT UNIT UNIT A-2 UNIT UNIT UNIT A-2 UNIT UNIT n�2 A-2UNIT UNIT UNIT A-2A-1 A-1 A-2 A-1 A-1 A-2 A-1 A-1 A-1 A-1 A-2 O t�L6 STAIR 4 STAIR 4 STAIR 4 STAIR 4 STAIR 1 STAIR 1 UNIT STAIR 1 STAIR 1 m -'0 UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT ^ �..1 Q O UNIT UNIT UNIT UNIT B UNIT B-6 B UNIT B_6 B G B B-6 B G B B-6 G B ° B nj UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT � B d B B B UNIT B UNIT UNIT UNIT UNIT UNIT B p UNIT B B p UNIT B A 0) 0 UNIT UNIT UNIT ~ B UNIT UNIT UNIT B B UNIT UNIT UNIT UNIT B � � I � 1�11 UNIT UNIT L K K ° M UNIT UNIT UNIT UNIT UNIT M UNIT O B �- _ UNIT L K K UNIT m iE -� � UNIT E B B-5 F B B-5 UNIT E B ^ ! �� UNIT UNIT UNIT N UNIT UNIT UNIT UNIT UNIT N UNIT UNIT CUj c G F UNIT 11 UNIT UNIT G F UNIT G F UNIT H JN!T UNIT G [- UN'T [� r E UNIT 0 B J B h-i N B U'NfT J B UNIT .�. // UNIT r A UNIT UNIT UNIT B -2 ____.-_.._ UNIT UNIT UNIT UNIT UNIT A T UNIT �( hi UNIT B _2 __ - — UNIT UNIT UNIT li UNIT c f- 8.1 B4 g UNIT UNIT B.1 g UNIT I B--3 B. B.1 f B E.mJ UNIT I E 43 UNIT A UNIT A UNIT STAIR 3 UNIT A - STAIR 3 I '% c STAIR 3 B _� STAIR 3 g g 1 O B STAIR 2 UNIT ST-AIR 2 r J UNIT UN!T STAIR 2 UNIT STAIR 2 I L- UNII UNIT O A-2 UNIT A-2 A-2 UNIT B i UN!T j B1 UNIT UNIT B1 UNIT 61 UNIT UNIT UNIT UNIT _ A-2 B- A-2 B- A-2 B 1 L l 00 (n S A-2 B-1 F•-i ,, I � CD M oQm KEYPLAN at tfloor at2ndfloorK"FEY"PLAIN'at 1 st floor at floor w 0 -0 U)0 < 0 NOTES: NOTES: 1. ALL INTERIOR UNIT PARTITIONS ARE TYPE OUA 1. ALL INTERIOR UNIT PARTITIONS ARE TYPE FDA _1 --— ;,- _ — l NIT UNLESS OTHERWISE NOTED UNLESS O I I,ERW,SI_- NO LD U Q �_ U-2 2. G.C. 0 LOCATE E 1NAi-LS AROUND BATHROOM UNIT UNIT UNIT 2. G.C.O LOCATE WALLS AROUND A , HROOM per, , > UNIT UNIT , A-2 T r T� � I !� T UNIT r. � B T ( � �! Z' O A- 1 A- 1 UNIT r FIXTURE -7 r A-1 A-1 - r r .. U- O A-2 FIXTURES PER SPECIFIC MFR. FIXTURE. SILCJ A-2 FIXTURES PER SPECIFIC MFR. FIXTUIRE SIZES W uj 0 STAIR 4 I W O STAIR STAIR 4 3 RESIDENTIAL APARTMENT KITCHEN APPLIANCES STAIR 1 3. RESIDENTIAL APARTMENT KITCHEN APPLIANCES < ! �- UNIT 1 UNIT UNIT UNIT JNIT UNIT Q (p B UN''T B-6 ARE SUPPLIEDC INSTALLED BY G.C, SEE SPECS e UNIT B B-s T �_ c B ° ` ARE SUPPLIED x INSTALLED B' G.C. SELF SPECS �- UNIT UNIT � �\ UNIT UNIT FOR MORE INFO UNIT UNIT , ��.— UNIT UNIT FOR MORE INF 0 Z - 0 ff1 B B B 4. SEE ADA -1 FOR 'TORE INFORMATION B ° UNIT JNIT B 4, SEE ADA-1 FOR MORE INFORMATION Q j JNiT UNIT UNIT UNIT IINIT UNIT UNIT UNIT M JNiT 5. �MER ENC A ' o ° K ° "' UNIT UNIT 5. .EMERGENCY CALL SYSTEM UNIT K K UNIT C LL SYST;-:M UNIT E B C. � B B r I r! , r i1! (0 UNIT N I UNIT 6. E TRICAL PANELS FOR UNITS TO BE LOCATED IN JNIT UN UNIT JNIT 6. E_ u I R C,AL PANE `S FOR UNI I S TO BE LOCATED IN UNIT UNIT F UNIT L- r r H UNIT UNI? G F ;JNIT r r r. DrC v u'." y. E O N 2X6 STUD WALL. SEE ELECTRICAL RICAL DRAWINGS FOR I J B 2X6 STUD WAIL, SEE ELECTRICAL DRAWINGS FOR J B UNIT ^wf 4) + UNIT UNIT UNIT . PANEL LOCATION. 0 e. -- -- �re..� ry -)y -. ; c T JNI� PANEL LOCATION. � � ' B-� UNii UNIT UNIT UNIT UNIT JNIT B-2 L____._.. UNIT UNIT UNIT UNIT Q 8-3 8.1 B.1 8-4 UNIT 7 HATCHED AREA INDICATES DROPPED SOFFIT UNIT P ° B-3 B.1 B.1 g 7. HATCHED AREA iNDICA TES DROPPED SOFFIT _' T 11Nl A _ STAIR 3 UNIT A ''""' STAIR 3 NOV 2306 B — -- UNIT B --1-------- UNIT Sc c -I cIpproved by STAIR 2 - A_2 UNIT f2 UNIT B1 1- - f UNIT STAIR 2 --� _. B1 2 - IT B -� ~ 0 O N�ETAILED PLAN UNIT B 5 A-2 UNIT ETAILED PLAN ,,� �� Q B 1 UNIT - _ UNIT A-2 8-1 J sheet no, (A � .� A-2 9 SCALE:1/4"=1'-0" -- A-3.9 SCALE:1/4"=1'-0" � ®a�E 0y � 1 BEDROOM / 1 BATH KEYPLAN 1 BEDROOM / 1 BATH N . KEYPLAN at3rd UNIT COUNT = 3 at 3rd floor UNIT COUNT = 3 TOTAL AREA PER B.O.M.A. STANDARDS: 626 S.F. TOTAL AREA PER B.O.M.A. STANDARDS: 626 S.F. ® 3 0 •. a � n 0 aQ I 1 2 3 4 5 6 7 8 1/2" GWB BOTH ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' a i of !E SIDES GWB EACH SIDE GWB EACH SIDE GWB GWB EACH SIDE 2x4 WOOD STUDS 5 1/2„ WOOD uj 1/2 GWB BOTH 1/2 GWB BOTH 1/2 GWB BOTH 1D @ 16" O.C. 1 tG STUDS @ 16" 0. C. ® ro ro SIDES 2x6 WOOD STUD TOP & SIDES SIDES 5" BATT INSULATION 5 2" 70 BATT INSULATION 3 2" BATT INSULATION BOTTOM PLATES 1 1C 8 CMU 8 CMU BEARING 'JL i 8" CMU W 0 0 OD 1B —2x4 WOOD STUDS @ 16" BEARING UL CLASSIFICATION BEARING UL N 2x4 or 2x6 WOOD 2x6 WOOD STUDS @ 16"O.C. O.C. STAGGERED 8" O.C. 2x6 WOOD STUDS @ 2x4 WOOD STUDS @ 16"O.C. N 2x4 WOOD STUDS 2x6 WOOD STUDS @ STUDS @ 16"O.C. CLASSIFICATION MARKING CLASSIFICATION z � 3Y' ACOUSTICAL BATTING TO UNDERSIDE OF ON 2x6 WOOD PLATES 16"O.C. TO UNDERSIDE MARKING TO UNDERSIDE OF MARKING N c O @16"O.C, TO UNDERSIDE 16"O.C. TO UNDERSIDE STRUCTURE OF STRUCTURE STRUCTURE U) Z OF STRUCTURE OF STRUCTURE OF TOP OF WALL TO ® 1-2x4 WOOD STUDS @ 16* 3Y2 42" ABOVE SUBFLOOR „ BATT INSULATION Y2' APA RATED EXTERIOR GWB Y2 ' GWB -0 3 O.C. STAGGERED 8" O.C. TO (NOT REQUIRED BY FIRE GRADE SHEATHING 00 41„ 61,, 61„ / >, / , 63» 63" 651, I 115„ 75„ 431, 1'-15» j, c 2 _ 2 UNDERSIDE OF STRUCTURE 2 4 1 2 or 6 1 2' 4 4 TEST) g g g 4 g 0 cn A �f' z 0 TAG: OA TAG: OB TAG: OC TAG: OD TAG: 1 A TAG: 1 B TAG: 1 C TAG: 1 D TAG: 1 E TAG: 1 F TAG: 1 G m TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING RATING: 0 HOURS RATING: O HOUR RATING: 0 HOURS RATING: 0 HOUR RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOUR RATING: 1 HOUR RATING: 1 HOURS RATING: 1 HOUR - `0 0 FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: WP 3660 FIRE TEST: WP 3380 FIRE TEST: UL# U356 FIRE TEST: SIMILAR TO UL# U905 FIRE TEST: SIMILAR TO UL# U905 FIRE TEST: UL# U305 FIRE TEST: SIMILAR TO UL# U905 arc h i t e c t u re, e n g i Ine e r i In DESCRIPTION: TYPICAL 20 WOOD INTERIOR DESCRIPTION: 2x4 WD STUDS STAGGERED ON DESCRIPTION: TYPICAL 2x6 WOOD INTERIOR DESCRIPTION: 20 or 2x6 WD STUDS LOW WALL DESCRIPTION: TYPICAL 2x6 WOOD BEARING DESCRIPTION: STAGGERED 20 WOOD BEARING DESCRIPTION: EXTERIOR 2x6 WOOD BEARING DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: INTERIOR 2x4 WOOD DESCRIPTION: 8" CMU WALL AT INTERIOR i n t e r i o r d e s i g n + I a n d p I a n n i n g >� c PARTITION 2x6 PLATE PARTITION WALL WALL WALL BEARING WALL 2525Holicong Rd., P.O. box667 p 0 Holicong, PA 18928-0667 L 215 794 1925 p 215 794 1926 f 3 0 0 0 E c� E 02 om L Q > 24'-3" J "' +, 0 cc 00 C >, m 2'-6'- 3'-8" 5'-0" 6'-7c�" E 11 0 B 2'-0„ 3- 0,> 10'-10" 23'-g1" c =� I 2 Z J SIN / Q --- o 1 A r 1'-4" 1'-4" „ V) w w w J E o \/ 00 cv 11 -7 11'-10 > W> 5 w>� I / N s I BALCONY o LL �a 0 7 / 20„ AVV1* 0 I CONC. CAST. Z Z z Q v- 24 50 %\ O o RNE— 1 _ ALUM. — — = = — — — — — — v U U _ N _ _ �+ / \ ( _ o _00o 00 0 1 B O O O O f/) 0 RAILING � I ATIJ _N L —�-2�> -I �® I N O -- ----- w w w v Q c o I ®I �\ VINYL SINK _ 2 -10 4 -9' 3 -4 5 -0 3 -0 UO2 UO2 -4 UO2 -4 I REF 3 w O W I X / 24 24" SIN w w Y d n 0 RANGE SINK 13 3 3 / I I I KITCHEN � � �pc _ 03 -- I 7'-7" '11,5'-4" 11'-4" L J L ANY✓ — J o �� z z Q Q A 2 CARPE SIN CARPET CPT. VINYL U01 o a a w w w p ^I I 3 2 -6 �0% I 24'-3" a� oo 00 O A d o I N o 0 0 0 0 0 C o CONC. CAST. CONC. CAST. 00 O N I I _ w w H x x P4 Q Z a� 00 SIN A C) A 0, a P. A I- a OC > REF. CONC. CAST. BALCONY BALCONY w w w w c 2' -3" BALCONY AT 2ND FLOOR 16'-61" 6'-11" I � LZD n � CA VI cn cn `- ° CO 2 2 2-1 'A"o V) cn cn�� 0 0 a �c N v 1 B N BED 12'-82„ o N M 2 3-1' Qcn _IN -IN _IN 0 c 11'-11- O 1„ 1„ ® 00 00 1 0 o 0 0 0 0 0 0 0 2 J I rIN N r•, o o v o 0 O O N N O c+, N N I a r , , N N N M C) V1 '� 3'-9" 3'-8" 3'-8" o 0 0 Cl 0 0 0 0 C � CARPET CARPET SIN N (53 C r, �' 1 -3' 1 -4 1 -4 1'- 41'-4" 1'-4' 11'-41" — i 2 �— N o 1'-0 ' 1 �, _ o� OD II c 1 II c 0 0 0 1 N 30 CL o 0 0 1 _ — �z co ° rn BCAR CABEDR ET 1 , VINYLI �'> 1 I,o 1 10'-10" 00 BALCONY o I i M.C. CONC, CAST. 1 ALUM. RAILING u 1B a /� Q c _I 1 \ N V) > 00 o �� L. �� r� BALCONY � r L cn CONC. CAST. 1» ALUM. 12 -5 2 5 -0 2 O N 2'-10" 4'-9" 3'-4" 5'-0" 3'-0" -0 O RAILING I c U 7'-7" 5'-4" 11'-4" 23-82 ol ol 0c 0 2'-10" 4'-9" 3'-4" 5'-0" 3'-0" 24'-3" 01 7'-7" 5'-4" 11'-4" � c BALCONY AT 3RD FLOOR BALCONY AT 2ND FLOOR N BALCONY AT 3RD FLOOR m o 24'-3 C c E vi oN �L. r� I4 Q o U A/ C o ji.i cC � O � Q U c C � Q > VJ > o r W m UNIT UNIT UNIT UNIT /� m UNIT UNIT A-2 UNIT UNIT A-2 UNIT UNIT A-2 UNIT UNIT q-2 j�j UNIT UNIT UNIT UNIT A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 ('� p� 3 A-2 A-2 A-2 A-2 1 O N STAIR 4 STAIR 4 STAIR 4 STAIR 4 _ UNIT STAIR 1 STAIR 1 STAIR 1 STAIR 1 B UNIT UNIT UNIT UNIT UNIT UNIT UNIT ^/ N UNIT UNIT UNIT UNIT UNIT } j.G� Q G B 8-6 B UCIT B B-6 B UNIT B B-6 B UNIT B B-6 c UNIT UNIT UNIT UNIT UNIT UNIT B p UNIT B B p UNIT B UNIT UNIT UNIT UBIT UNIT UNIT UNIT UNIT _ y�j A "' 0 B U IT UNIT UNIT UNIT UNIT B B UNIT UNIT B UNIT JNIT UNIT UNIT L K K UNIT UNIT N N N 0 M UNIT UNIT UNIT 0 i UNIT E B UNIT UNIT UNIT M UNIT _0 UNIT L K K UNIT C� . B-5 � B B-5 B-5 E B B--5 UNIT E B UNIT UNIT UNIT N UNIT UNIT UNIT UNIT N UNIT UNIT [ ' G F UNIT H UNIT UNIT G F UNIT G F UNIT UNIT UNIT UNIT G F UNIT0 .6— r Qi UNIT .�� B UNIT I J B UNIT 0 B J B I N E L A UNIT UNIT UNIT 3-2 L `T' UNIT UNIT UNIT A UNIT UNIT / �______ UNIT UNIT UNIT UNIT ~ [""O c UNIT UNIT UNIT /f UNIT .0 A B.1 B4 B UNIT B.1 8.1 B-4 B UNIT B.1 84 B UNIT 13_3 B.1 8,1 B-4 B E UNIT UNIT A UNIT A UNIT A +C STAIR 3 B STAIR 3 STAIR 3 �STAIR 3 ! 0 6- B - L1NlT B B STAIR 2 UNIT UNIT STAIR 2 �— q-2 UNIT STAIR 2 ~ ENT UNIT STAIR 2 -- C gNl2 UNIT G) ffi A--2 UNIT UNIT B1 UN!T B1 B1 UNIT B1 A-2 B-1 UNIT B_1 UNIT UNIT A-2 A-2 B-1 IJNIT B_1 CO 00 KEYPLANt 1 t floorKEY"PLAN floor KEYPLANt t floorKEYPLANfloor ao° Ci U) o p w -- NOTES: NOTES: z i. ALL 1NTERiOR UNITPARTITIONS ARE TYPE oA 1. ALL IN TE E TYPE O °' RIOR UNIT PARTITIONS {ONS Af�; � "'T UNLESS OTHERWISE NOTED ""'T UNLESS OTHERWISE NOTED A _ m UNIT UNIT A-2 M1A- A-2 .J > A-1 A-' UNIT 2. G.G, ?-0 LOCATE WALLS AROUND BATHROOM Al2 2. G.C. TO LOCATE WALLS AROUND BATHROOM �- ° STAIR 4 STAIR 4 w W a Q UNIT STAIR 1 FIXTURES PER SPECIFIC MFR. FIXTURE SIZES STAIR 1 FIXTURES PER SPECIFIC MFR. FIXTURE SIZES Q Q UNIT UNIT UNIT r T UNIT UNIT UNIT r z < d c6 B B-6 �. R -SIDFNTIAL AFAR T MEN I KITCHEN APPLIANCES B IT B B-6 3. RESIDE NT A! APARTMENT KITCHEN APPLIANCES � - G G -- -- -z U F o UNIT UNIT ' UBIT ARE SUPPLIED & INSTALLED BY G.'v. SEE SPECS UNIT UNIT r%' UNIT U"'T ARE SUPPLIED & INSTAL LED BY G.C, SEF SPECS z o O OBIT FOR MORE INFO-_' D Dco B L UNIT UNIT B U UNIT JNIT B B FOR IV101\E INFO 'S idi p r_ UNIT UNIT UNIT UNIT 0 hh UNIT r UNIT UNIT UPyIT UNIT 0 PA UNi n C) 0 L K K uNlr 4. .SEE ADA-1 FOR MORE INFORMATION L K K UNIT 4. SEL AJA--I FOR MORE iNF01MAT10^v �� B-5 UNIT E B F B _5 UNIT E B r n - r N UNIT N UNIT UNIT 5, , EMERGENCY CALL_. SYS I EM UNIT N UNrr UNIT 5. v F MERGENCY CALL SYSTEM � '� N UNIT UNIT G F uNIT 6. ECECTRiCAL PANELS FOR UNITS TO BE LOCATED IN H UNIT U"`T G F UNIT 6. FCTRICAL PANELS FOR UNITS TO BE !_OCATED IN "°'�`=' O 4�'' ='y ` 0 J B T rn L( 6- ( 68 iJ(3), Q Q 0 UNIT 2X6 STUD WALL. SEE ELECTRICAL DRAWINGS FOR " J B 2X6 STUD T, C G 8-2 _ UNIT JD WALL. SE` ELECTRICAL DRAWINGS FOR -- _ -- -- - - - z - --- UNIT UNIT NL UNIT UNIT UNI: UNIT I UNIT UNIT UNIT UNIT UNIT UNIT T o y c Q) UNIT P Q - B.1 B.1 B-4 B PANEL LOGATC N. UNIT P Q B-3 B.1 B. B-4 _ 19? UNI, U- T far`- r^ E K: y: ' ' B PANEL-- LOCATION, � �, UNIT A 3V 10Ub z B STAIR 3 7. HATCHED AREA INDICATES 10" DROPPED SOFFIT UNIT A STAIR 3 7. HATCHED AREA INDICATES 10 D RCP PED SOFFIT s„-,, -- T— - ;y- � STAIR 2 UNIT UNIT apprCVeC ---A-2 UNIT STAIR 2 _J �_ A-2 UNITAS IN�0 F.. fA W UNIT �� B, 1 ETAILED PLAN - UNIT 'B-3' NIT B1(__2�ETAILED PLAN -UNIT 'B-2° UNIT B_1 sheet no. (� A-2 L— _J SCALE: 1/4"=V-0" A-2 SCALE: 1/4"=1'-0" '' X w ��i A-3.10 .o o � 0o K(EYPLAN t 3rdfloor BEDROOM 1 BATH KEYPLAN at 3rd floor 1 BEDROOM 1 BATH UNIT COUN1 2 UNIT COUNT = 2+� O o 0 TOTAL AREA PER B.O.M.A. STANDARDS; 626 S.F. TOTAL AREA PER B4O.M.A. STANDARDS: 626 S.F. a Q "A U) U aQ I 17 I C 1 1 2 1 3 1 4 1 5 1 6 I 7 1 8 ® 1/2" GWB BOTH ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/8" TYPE 'X' GWB EACH SIDE GWB EACH SIDE GWB GWB EACH SIDE Z SIDES 2x4" WOOD STUDS 5 1/2" WOOD W 1/2" GWB BOTH 1/2" GWB BOTH 1/2" GWB BOTH 1D @ 16" O.C. 1 1G STUDS @ 16" O.C. SIDES 2x6 WOOD STUD TOP & SIDES SIDES 5 2" BATT INSULATION 5" BATT INSULATION 3 BAIT INSULATION „ BOTTOM PLATES 11C 8 CMU 8 CMU BEARING UL 1 8 CMU 0 OD 1B 2x4 WOOD STUDS @ 16"BEARING UL CLASSIFICATION BEARING UL 2x4 or 2x6 WOOD ui 2x6 WOOD STUDS @ 16' O.C. O.C. STAGGERED 8 O.C. 2x6 WOOD STUDS @ CLASSIFICATION MARKING 2x4 WOOD STUDS @ 16'O.C. CLASSIFICATION 2x4 WOOD STUDS 3Y" ACOUSTICAL BATTING 2x6 WOOD STUDS @ STUDS @ 16 O.C. TO UNDERSIDE OF ON 2x6 WOOD PLATES 16"O.C. TO UNDERSIDE4TO UNDERSIDE OF @16 O.C. TO UNDERSIDE 16 O.C. TO UNDERSIDE MARKING MARKING STRUCTURE OF STRUCTURE STRUCTURE Z HOF STRUCTURE OF STRUCTURE H*NOTE: TOP OF WALL TO o 2x4 WOOD STUDS @ 16" 42" ABOVE SUBFLOOR* 3Y" BATT INSULATION" APA RATED EXTERIOR Y2"' GWB „ Y"' GWB 1» 1, O.C. STAGGERED 8" O.C. TO (NOT REQUIRED BY FIRE 5 GRADE SHEATHING 42 UNDERSIDE OF STRUCTURE 61» / " / 63" 63° 6-' 115" 7-5" 43" 1'-18" 2 4 1/2" or 6 1/2" 4 I' TEST) 8 8 4 8 TAG: OA TAG: OB TAG: fi OC TAG: OD TAG::��t 1 A TAG: 1 B TAG: 1 C TAG: ID TAG: 1 E TAGS : 1 F TAG: i G ry TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING RATING: 0 HOURS RATING: 0 HOUR RATING: 0 HOURS RATING: 0 HOUR RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOUR RATING: 1 HOUR RATING: 1 HOURS RATING: 1 HOUR FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: WP 3660 FIRE TEST: WP 3380 FIRE TEST: UL# U356 FIRE TEST: SIMILAR TO UL# U905 FIRE TEST: SIMILAR TO UL# U905 FIRE TEST: UL# U305 FIRE TEST: SIMILAR TO UL# U905 n DESCRIPTION: TYPICAL 2x4 WOOD INTERIOR DESCRIPTION: 2x4 WD STUDS STAGGERED ON DESCRIPTION: TYPICAL 2x6 WOOD INTERIOR DESCRIPTION: 2x4 or 2x6 WD STUDS LOW WALL DESCRIPTION: TYPICAL 2x6 WOOD BEARING DESCRIPTION: STAGGERED 2x4 WOOD BEARING DESCRIPTION: EXTERIOR 2x6 WOOD BEARING DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: 8" CMU WALL AT INTERIOR DESCRIPTION: INTERIOR 2x4 WOOD DESCRIPTION: 8" CMU WALL AT INTERIOR PARTITION 2x6 PLATE PARTITION WALL WALL WALL BEARING WALL 23'-1" 5,-0,> 12'-0„ 5,-0„ ALUM. RAILING ALUM. RAILING BALCONY 0° 00 BALCONY I CONC. CAST. CONC. CAST. n I I I i - 2 ol ol 5'-9" 5'-0" UMNG ROOM CARPET 11'-102> 10'-9" LIVING ROOM SARPET SIN � �N c BEDROOM #2 BALCONY AT 3RD FLOOR O CARPET O 1A 5'-0„ -8" 11'-4'> ,-8„ 5,-010 N. --- _ ---- - 0" N _I rN j VIN L NN ALUM. E o I CPT. I RAILING BALCONY ^00 CONC. CAST. \ 36"VAN GO VINYL 1 -1 ' o �r O I KITCHEN n o 11) I J O ( ' VINYL VINYL _ _ UO3 I O „ — _ N LLVING ROOM CARPET CLOSET CDC 03 0 I LIhL SANK CD VINYL ( �4' 1_ N I L R N GE _j O I CLOSET �, I 3'-5" `� BALCONY AT 2ND FLOOR SHELVES I k o 10i 0 00 I — 42" VAN. 0 1. 5'- _�„ 01 lo BEDROOM #1 Lc)CARPET _ J N\I co �� II I 14'-42" 8'-101 23'-61" I I UNIT UNIT - UNIT UNIT I - A-1 A-1 A-1 A-1 STAIR 4 STAIR 4 UNIT STAIR 1 STAIR 1 B UNNIT B B-6 B IT UNIT UNIT UNIT UNIT UNIT UCIT B B-6 UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT B D B B B D UNIT B B UNIT UNIT UNIT UNIT UNIT � o UNIT UNIT UNIT L K K ° M UNIT UNIT E UNIT _ UNIT UNIT UNIT N UNIT UNIT G r UNIT H UNIT UNIT G F UNIT 0 IT B I UNUNIT J B A UNIT UNIT UNIT 184-2 UNIT UNIT UNIT UNIT UNIT UNIT B.1 64 B UNIT B-3 8.1 BA 8-4 B UNIT A STAIR 3 UBIT A � STAIR 3 STAIR 2 I UNIT STAIR 2 �-� I_ ----- ' _I UNIT I UNIT 81 7I UNIT 31 B-1 B-1 "E'Y"PLAN a 1 tfloor at nfloue%r NOTES: 1. ALL INTERIOR UNIT PARTITIONS ARE TYPE <& UNIT UNIT UNLESS OTHERWISE NOTED A 1 A—, _ 2. C.C. TO LOCATE ANAL LS AROUND BATHROOM STAIR 1 STAIR 4 FIX IURES PER SPECIFIC MFR. FIXTURE SIZES UNIT UNIT UNIT uc 3. RESIDENTIAL APARTMENT KITCHEN APPLIANCES B-6 LN ITUNIT j �.UNITUgIT ARE SUPPLIED & INSTALLED DY G.G, SEE SPECS TUNIT U IT B FOR MORE INFO UNIT UN2 Ti UNIT UNIT K I K ° _ UNIT UNIT 4. SEE ADA--1 FOR MORE INFORMATION UNIT ®" UNIT UNIT UNIT e 5. C) f EMERGENCY CALL SYSTEM H UNIT UNIT G F UNIT B 6, ELECTRICAL PANELS FOR UNITS TO BE LOCATED IN UNIT 2X0 STUD WALL. SEE ELECTRICAL DRAWINGS FOR UNIT UNIT UNIT UNIT UNIT UNIT UNIT PANEL LOCATION. UNIT P Q B-3 B. 8.1 B-4 UBIT A STAIR 3 7. HATCHED AREA INDICATES 10" DROPPED SOFFIT STAIR 2 -I —, _I UNIT UNIT B1 1 DETAILED PLAN - UNIT 'A-2' -_- -. A-3.11 SCALE:1/4"=1'-O" KEYPLAN t 3rd UNITCON / 12BATH TOTAL AREA PER B.O.M.A. STANDARDS: 892 S.F. T v I O W W W cn w 5 > > x U U U E- w w w v o 0 U 0 U 0 0 x 0 x 7 0 x p U W Q W � Coll C cn CC 511 Q o 0 0 0 0 0 0 O N N O N h O O M project r:c. Uraev Y. 00 vv c----- — I c h, eCKeG, `, y N"V 2006 i I S' C <cc,D-cVe<? h . ASS N O L-f Sk?eei r'o. ui c c m QL N N rn� CO N c O �3 oc �N c 41 0 t'3 � c o0 c U �c o . c �0 `ocn � aci E C L _c �o w c 0 Q �L > o � �C 0 4- c 0 >,'a c� Eq5 -0 o c c ca a� J N J :3 �E W o Q47- U 0 N 0 41 L Q c W � Y .a � o .L J c U o W Q0 c 4- 0 0 U t c (0 00 � •rn a� c L N E t0 � N � fA L N O 41 L N c rn C .30 a o � c o c0 U = (a �L E> N c � N O fA � 0 � U N N c 1 c c 0 0 U U) c 0 cE �-0 �-0 0 N c U N 0 O � U f� N 0 U w N .c �c .«� c •� N QLo N L 00) O T N c 0 .Q 4D � U N E J .L c N � � -C J .0 OL J fed CO 0) <0) ®y 0)U U C o Q .2 W :c 0 c ¢� __j_m .J > (6 u 0.W a. ^ r 2 LL Q m 0 o 1 O U <00 0 y Ln 1E F- E - <® u- " E Q U) xrh �m0 a�E o�U) o0� .c .s Q 0 U aQ A B C D 1/2" GWB BOTH 1 j2" GWB BOTH 8 TYPE 'X' �WB ONE LAYER 8 TYPE 'X' ONE LAYER 5 8" TYPE 'X' / SIDES SIDES EACH SIDE GWB EACH SIDE GWB Z 2x6 WOOD STUD TOP & 1/2" GWB BOTH r' 5 BATT INSULATION 2x4 WOOD STUDS @ 16" 2x4" WOOD STUDS W 2x4 WOOD STUDS BOTTOM PLATES SIDES 1/2" GWB BOTH O.C. STAGGERED 8" O.C. 1D @ 16" O.C. n @16"O.C. TO UNDERSIDE OF STRUCTURE 2x4 WOOD STUDS @ 16" --SEE STRUCTURAL FRAMING SIDES SEE STRUCTURAL FRAMING ON 2x6 WOOD PLATES 1C 1 5 2 BATT INSULATION 8" CMU V W O.C. STAGGERED 8" 0. C. T UNDERSIDE OF STRUCTURE PLANS FOR SHEAR WALL LOCATIONS. PROVIDE OD —2x4 or 2x6 WOOD PLANS FOR SHEAR WALL LOCATIONS. PROVIDE %6„ 1B SEE STRUCTURAL FRAMING 2x6 WOOD STUDS @ BEARING UL —, SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL —3Y" ACOUSTICAL BATTING /6 PLYWOOD OR OSB SHEATHING STUDS @ 16 O.C. PLYWOOD OR OSB SHEATHING PLANS FOR SHEAR WALL LOCATIONS. PROVIDE /,6 16 O.C. TO UNDERSIDE CLASSIFICATION MARKING z LOCATIONS. PROVIDE %6"—SEE STRUCTURAL FRAMING TO ONE SIDE OF FRAMING TO ONE SIDE OF FRAMING BEFORE GYP, WALL BOARD. PLYWOOD OR OSB SHEATHING OF STRUCTURE PLYWOOD OR OSB SHEATHING PLANS FOR SHEAR WALL BEFORE GYP. WALL BOARD. *NOTE: TOP OF WALL TO I TO ONE SIDE OF FRAMING „ APA RATED EXTERIOR Y GWB ® 1„ ' TO ONE SIDE OF FRAMING BEFORE GYP. WALL BOARD, LOCATIONS. PROVIDE % " 1» 16 OR SHEATHING 1 62" 2x6 WOOD STUDS @ 42" ABOVE SUBFLOOR* 3 64 2x6 WOOD STUDS @ 16"O.C. TO UNDERSIDE OF / 3 64 BEFORE GYP. WALL BOARD. -3Y" BATT INSULATION 5 6g GRADE SHEATHING 5 118" IF— "262 TOYWOOD ONEE SIDE OFBFRAM FRAMING OF"OSTRUCTU STRUCTURE 4 1/2" or 6 1/2" STRUCTURE 01 (NOT REQUIRED BY FIRE TAG: OA BEFORE GYP. WALL BOARD. TAG: OB TAG: OC TAG: OD TAG: 1 A TAG: 1 B TEST) TAG: 1 C TAG: 1 D TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING RATING: 0 HOURS RATING: 0 HOUR RATING: 0 HOURS RATING: 0 HOUR RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOUR FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: WP 3660 FIRE TEST: WP 3380 FIRE TEST: UL# U356 FIRE TEST: SIMILAR TO UL# U905 DESCRIPTION: TYPICAL 2x4 WOOD INTERIOR DESCRIPTION: 2x4 WD STUDS STAGGERED ON DESCRIPTION: TYPICAL 2x6 WOOD INTERIOR DESCRIPTION: 2x4 or 2x6 WD STUDS LOW WALL DESCRIPTION: TYPICAL 2x6 WOOD BEARING DESCRIPTION: STAGGERED 2x4 WOOD BEARING DESCRIPTION: EXTERIOR 2x6 WOOD BEARING DESCRIPTION: 8" CMU WALL AT INTERIOR PARTITION 2x6 PLATE PARTITION WALL WALL WALL COMMERCIAL KITCHEN EQUIP. SUPPLIED & INSTALLED BY KITCHEN CONTRACTOR. GC TO PROVIDE UTILITIES & CONNECTIONS PROVIDE 2x4 STUD WALL AND SOLID BLOCKING ALONG PERIMETER KITCHEN WALL. i 0 0 �❑0 1'-0", Y-01_ 6'-0" 12'- SCALE: 1 /8 "=l'-0" 61'-6" SUNKEN FLOOR - SEE STRUCTURAL DRAWINGS KITCHEN VENDER TO SUPPLY & INSTALL BISTRO EQUIP. GC TO PROVIDE UTILITIES & CONNECTIONS SEE INTERIOR DRAWINGS FOR MORE BISTRO BAR INFORMA11ON. ELECTRIC WATER COOLER GC TO PROVIDE IF REQ'D BY LOCAL AUTHORITIES. 9 — ON 2f3DF 8" CMU BEARING UL CLASSIFICATION MARKING TAG: 1 E TYPE: BEARING RATING: 1 HOUR FIRE TEST: SIMILAR TO UL# U905 DESCRIPTION: 8" CMU WALL AT INTERIOR I ONE LAYER 5/8" TYPE 'X' GWB EACH SIDE 5 1 /2" WOOD STUDS @ 16" O.C. 3 BATT INSULATION 8" CMU BEARING UL 2x4 WOOD STUDS @ 16"O.C. CLASSIFICATION TO UNDERSIDE OF MARKING STRUCTURE Ll Y"' GWB 44„ 1,_18„ TAG: 1 F TAG: 1 G TYPE: BEARING TYPE: BEARING RATING: 1 HOURS RATING: 1 HOUR FIRE TEST: UL# U305 FIRE TEST: SIMILAR TO UL# U905 DESCRIPTION: INTERIOR 20 WOOD DESCRIPTION: 8" CMU WALL AT INTERIOR BEARING WALL 14'-22" 6'-7" -� - I -, 350o ELEV. 1 im � 'to Elm 7 RESIDENT LAUNDRY C126 13'-3" -K N " ROOM F 2� ri SPRINKLER & WATER 1A� 13'-32" 1 V-6" 0 1 LO MMERCI 0 I A U N D R C1„27 CONTRACTOR TO PROVIDE RAISED CONCRETE SLAB FOR WASHER PER MFR. SPECS OWNER TO SUPPLY COMMERCIAL & RESIDENTIAL LAUNDRY EQUIP. 5'-1 V-;V 6'- 7" L L 5" 5' 1A 00 1 HR. RATED MECH. CHASE FOR UTILITIES C 124 C 24A 5' 5" 4 g 0 1 cu N 8 3 N LEC I P , NELS 2 Fl 24 6 1 5 m cV U - PROVIDE" FIRE RATED PLYWOOD FOR PANEL INSTALLATION- 4'-0" HIGH, 4'-0- A.F.F. SEE MECHANICAL DRAWINGS FOR ANY EXHAUST LOUVER LOCATIONS DETAIL PLAN:ELEV. ROOM, RESIDENT LAUNDRY COMMERCIAL LAUNDRY. ELECTRICAL ROOM i it �i � ►T:T:�:4TPi� GC TO PROVIDE COUTERTOP MICROWAVE. SEE SPECS. METAL LOCKERS SUPPLIED & INSTALLED BY GC. 0 I 10 12'-10" 9'-2" 10'-112" - GC TO SUPPLY MAIL & INSTALL MAILBOXES - SEE SPECS & INTERIOR Cl 02 rKN DRAWINGS FOR MORE INFO 3'-8" El 2'-1" 6'-0" 4'-42" CART STORAGE C 119 CL' C 1 18 oA PROVIDE WIRE SHELVING IN CLOSE oA DETAIL PLAN -MAIL ROOM SCALE: 1/4"=1'-0" {VESTIBULE— C117� �'� �— - - �. ,nisi PROVIDE „FIRE RATED 0 0 PLYWOOD FOR PANEL _ CO C 1-vC co10'-72 / -3- 1 6'-7" 11'=3" - INSTALLATION- 4'-0" HIGH, coo SCREE EC7 4'-0" A.F.F. 14'-0" -a I °R�" PORCH SCREEN DOOR C,1019 � ',DETAIL PLAN -EMPLOYEE LOUNGE, 1 S n LAUNDRY FIR S "I" FLOOR KNOX BOX PER \ GI,PPLiED, INSTALLED BY I ! SCALE: g Ee 1/8if=1v_0,� LOCAL \ A�.12i..AL AUTHORITIES -- - ---- - -- - -- 28'-2" lA � ENTRY — - -- - - -- 1 C139 O✓ 0 0 0 — — �9Y'9�f --- _ .11 I I 5-$" 2 G"2-G" r4" ETAIL, PLAN -SE VICE ENT NCE �I ST FLOOR A-3.12 SCALE:1/8"=l'-0" -- 25'-8" -0" 6'-0" i2'-0' 0'__0" 3' --4 --- -- -- - 6'-0" ---------- - -- --- 1 3 -4?' — -- - y-- A,-42„ ,._112„ 1, 11�,. 1.-4�„i s� -rtr3s I I "`��• I 1 j I I I ' � I I I iL- - 3-0 "- �I r -0° r — -----� 5-1 6'-0" � I U cn I ; I I I W W z W z W F� z CLi Q° U 0 U 0 U 0 H C7 140 7 CrA7 c U W U W W A vl A vs A cn W U A O w O u W O H a a P. CA o, + C) o N 0 m N � 0 N r- 0 N N r- 0 O r- 0 m r- 0 proJect no. r`: wn n7 CC?Z. ..'1.,ck e d bV. �j `iV J b' t L - -- --- -- Qppr'oveC iJy: AS�d0'. ED Sheet no. A�3 12 • 4 c c N � 4� c a) t(n = N O 0 0� rn to �_ 0 roc 0 0 C � : 0 0 t N C 0 ` •tn O t0 tU t2 E C_ L W 41 C E N 0 L 7 U C 7 0 *0 :1 a •� (Q 0� �_ �m 00 C M E 00 C = m� JN J 0 U W (U Q E U 0 N Os U� Qq UJI @ Y� � O 2 +" J C LL O a to Q0 N"- '0 0 _ 0 N 2C 0 .N L = N E t6 _� Wro N L0 O c r+ — C �C 3O C Oc U = N L M tU r +�+ N 0 ` c O N U N 0 0 �U tin U) N.� c E CD N � C U 0 N >> 0 N U C tU t0 � !Z U N > N L 0) C 0 QLo m r ddo� Y 0) 0 r N 4 _ 0) .N _ r N E -_ E to +1 L C � U _c J n N w `. 0) 00 0� 0 4a 0d r�0 Ud� _ 0 W �- a Q pm U 0 0 O i2 O LLJ U9 W O � C � J iL U) N n � N a 0 o E 0 0 I C� 0 a) .r 0 IL t N 0 U �. Q 1 2 3 4 6 7 8 1 /2" GWB BOTH ONE LAYER 5/8" TYPE 'X' ONE LAYER 5/ 1 /2" GWB BOTH 'X' 8" TYPE 'X' ONE LAYER 5 8" TYPE ® SIDES SIDES GWB EACH SIDE GWB EACH SIDE GWB / z 2x6 WOOD STUD TOP & 1/2" GWB BOTH r - 2x4 WOOD STUDS @ 16" 2x4" WOOD STUDS -2x4 WOOD STUDS BOTTOM PLATES SIDES 1 2" GWB BOTH 5 �' BATT INSULATION @ 16" O.C. ui / O.C. STAGGERED 8' O.C. 1D ' ^ @16"O.C. TO UNDERSIDE 2x4 WOOD STUDS @ 16" --SEE STRUCTURAL FRAMING SIDES SEE STRUCTURAL FRAMING ON 2x6 WOOD PLATES 5 2" BATT INSULATION l;f OF STRUCTURE p O.C. STAGGERED 8" O.C. TO 0 PLANS FOR SHEAR WALL OD PLANS FOR SHEAR WALL �B SEE STRUCTURAL FRAMING 'C BEARING UL W UNDERSIDE OF STRUCTURE > 2x4 or 2x6 WOOD LOCATIONS. PROVIDE %6 2x6 WOOD STUDS @ SEE STRUCTURAL FRAMING LOCATIONS. PROVIDE /ts PLANS FOR SHEAR WALL CLASSIFICATION STUDS @ 16 O.C. a PLYWOOD OR OSB SHEATHING MARKING -� PLANS FOR SHEAR WALL 3Y ACOUSTICAL BATTING PLYWOOD OR OSB SHEATHING LOCATIONS. PROVIDE 7�6" 16"O.C. TO UNDERSIDE TO ONE SIDE OF FRAMING PLYWOOD OR OSB SHEATHING OF STRUCTURE LOCATIONS. PROVIDE 7/s" SEE STRUCTURAL FRAMING TO ONE SIDE OF FRAMING BEFORE GYP. WALL BOARD. PLYWOOD OR OSB SHEATHING PLANS FOR SHEAR WALL BEFORE GYP. WALL BOARD. *NOTE: TOP OF WALL TO r TO ONE SIDE OF FRAMING "APR RATED EXTERIOR Y GWB ® TO ONE SIDE OF FRAMING 7 °° 2x6 WOOD STUDS @ 42 ABOVE SUBFLOOR* 2x6 WOOD STUDS @ 16"O.C. BEFORE GYP. WALL BOARD. I LOCATIONS. PROVIDE 16 GRADE SHEATHING 1„ BEFORE GYP. WALL BOARD. 1» 1» 3» TO UNDERSIDE OF 3» 65, 115" 42 62 I PLYWOOD OR OSB SHEATHING 62 16'O.C. TO UNDERSIDE 4 1/2" or 6 1/2" 64 STRUCTURE 64 3Y' BATT INSULATION g g <' TO ONE SIDE OF FRAMING O- OF STRUCTURE ,�' (NOT REQUIRED BY FIRE � BEFORE GYP. WALL BOARD. TEST) "— TAG: OA TAG: OB TAG: OC TAG: OD TAG: 1A TAG: 1 B TAG: 1 C TAG: 1 D TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: NON -BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING TYPE: BEARING QRATING: 0 HOURS RATING: 0 HOUR RATING: 0 HOURS RATING: 0 HOUR RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOURS RATING: 1 HOUR FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: N/A FIRE TEST: WP 3660 FIRE TEST: WP 3380 FIRE TEST: UL# U356 FIRE TEST: SIMILAR TO UL# U905 DESCRIPTION: TYPICAL 2x4 WOOD INTERIOR DESCRIPTION: 2x4 WD STUDS STAGGERED ON DESCRIPTION: TYPICAL 2x6 WOOD INTERIOR DESCRIPTION: 2x4 or 2x6 WD STUDS LOW WALL DESCRIPTION: TYPICAL 2x6 WOOD BEARING DESCRIPTION: STAGGERED 2x4 WOOD BEARING DESCRIPTION: EXTERIOR 2x6 WOOD BEARING DESCRIPTION: 8" CMU WALL AT INTERIOR PARTITION 2x6 PLATE PARTITION WALL WALL WALL ==J) 8" CMU BEARING ILL CLASSIFICATION MARKING 78„ TAG: 1 E TYPE: BEARING RATING: 1 HOUR FIRE TEST: SIMILAR TO UL# U905 DESCRIPTION: 8" CMU WALL AT INTERIOR E LAYER 5/8" TYPE 'X' IB EACH SIDE 2" BATT INSULATION 4 WOOD STUDS @ 16"O.C. UNDERSIDE OF RUCTURE 43" 4 TAG: IF TYPE: BEARING RATING: 1 HOURS FIRE TEST: UL# U305 DESCRIPTION: INTERIOR 2x4 WOOD BEARING WALL '--5 1/2" WOOD 1G STUDS @ 16" O.C. 8" CMU BEARING ILL CLASSIFICATION MARKING Y"' GWB TAG: 1 G TYPE: BEARING RATING: 1 HOUR FIRE TEST: SIMILAR TO UL# U905 DESCRIPTION: 8" CMU WALL AT INTERIOR —36" HIGH RAILING (TYP) CID 131, 1 ><d oA I r--------- I READING NOOK STORAGE III OPEN TO I III I C202 _ C214 I I J u u 1B u BELOW N Tr I III I N — —- 1A \ / ( 4' ~ 11 7'-0�" 9'-11 " T-04" 6" 1 6'-8�" I I 14'-34" 10"� PROVIDE X ® PROVIDE WIRE I r' O O ems® — �1 SHELVING IN CLOSET ARESIDENT SUR ACE Y AND II 01 I L- — — — — — I _� �F 1<81AI COUNTER WORK / \ J--------- O /�— E ' OS T LAU DRY o — PROVIDE~ FIRE RATED-- 0 \ TOILETI PLYWOOD FOR PANEL , ® 1F C233 C23 O/ 1 B \ \ n / / �J \ INSTALLATION- 4'-0" HIGH, \� _ \C204 4'-0" A.F.F. CABLE 1 — — — 3s. �35 O C215 1 F 3. 1 \ \ — — / / 42" HIGH OA 9'-4"" 5'-04" 8'-104" s'-8~ 1 CABLE — — RAILING ELECTRIC WATER COOLER 1A 1 _ C232 1A — — n 1q GC TO PROVIDE IF REQ'D ® I I 1A / 1A BY LOCAL AUTHORITIES. 1 G R PROVIDE " FIRE RATED 9 4" N -- O X O ®® I O X X T� PLYWOOD FOR PANEL 00 — INSTALLATION- 4'-0" HIGH, I 2'- 6" MIRROR WALL. 60" HIGH, 10 20'-11" 10 / O�� u I �r \ / 4'-0" A.F.F. 16" A.F.F. 3500 010 - - - - VL BILLIARDS ELEV• / O — — FITNESS ROOMILO, 00 CENTER °C ARPFT 1A — I REA I G OOK c C200 C201 208 (— UTILITY R N � C226 B 0 22'-7" 1A --- W-51 6'-10" 20'-9" 1'-10 I 1 F ® PROVIDE" FIRE RATED PLYWOOD LAUNDRY LT 1B PROVAND IDE CABINETRY NTER WORK I 1F FOR PANEL INSTALLATION- AIION- 4'-0" � HIGH, 4'-0" A.F.F. 0 SURFACE L�� 1C22 00 D STORAGE r- PA — — — — — — — — 1 C238 C236 f 7 1 M - 1B 6'-7" J. 11-42" DETAILED PLAN - SECOND FLOOR COMMUNITY AREA SCALE: 1/8"=F-0" DETAILED PLAN - SECOND FLOOR RES. LAUNDRY & STOR. AREA SCALE: 1/8"=F-0" DETAILED PLAN -SECOND FLOOR RES. ,LAUNDRY &READING NOOK SCALE: 1/8"=V-0" 6' 6- 13'-6" 7DRY ST PROVIDE WIRE ►YH1A C314 I SHELVING IN CLOSET �s R I6LOSET LAU PROVIDE CABINETRY C3AND COUNTER WORK 9 -8~ � — — SURFACE .9.A I ® �SH6 a� I E PROVIDE" FIRE RATED 1 F IFC) TELE. 500 F,3 _ — I PLYWOOD FOR PANEL _ � TELE. INSTALLATION- 4'-0" HIGH, CABLE I - x e tiN 4'-0" A.F.F. CABLE ELEV. + x C 315 C332 O = 71 / I O X 1A / — — \ 1A00 LPL 9' 4'-9 _ \ - +♦ _ _ �R PROVIDE �" FIRE RATED 3'-6" 3'-1" PLYWOOD FOR PANEL ® // g5 l;s• \\ 1A INSTALLATION- 4'-0" HIGH, _ _11_ „ // VA 4'-0" A.F.F.3'- \ \ /•36" HIGH RAILING (TYP) I __ 1—a--------- e i� 0/"tom -a. -6" READING NOOK 36 If „h� I._ \ \ I1 / II OPEN TO �k II _ I I {,N 350Q# - j c3oR - READING NOOK �� 1 _ Q I BELOW 1 Ill � ! I c3o2 - ELEV \N' �' III T I I00 I 'II ( T_ _ \ / 1 T-01"------19'-1i1" 7'-01" 6'-81 14'-31" 4'-5" - 2 7_ F 2 6" 12 I 2 10" - -ROOF HATCH LADDER — 3068 --ROOF HATCH ACCESS 8909 f, UTILITY RM. I _- I I L-- — --- If C32.6 PROVIDE" FIRE RATED PLYWOOD III /TOI LET \ COj {{\\\\ty".- _ L — FOR PANEL INSTAL L.ATON- 4'-0" / — 1B �� 42I , C304 / C306_1 I -- I HIGH, 4'-0" A.F.F. O I jl� _ I �O _ " I O -- - - / �/ HIGH —1~ ' I1B OL co STORAGE PANEL RRAILING RESIDENT s'-42 PROVIDE CABINETRY C338 - _ 363.1 AU DRY AND COUNTER WGRKb! 1 ELECTRIC WATER COOLER \ I I SURFACE �! GC TO PROVIDE IF REO'D ° I C3L 2 — ���—� i BY LOCAL AUTHORITIESQD -to. �1� � v ® w i 1 fl4 � 306,E ' \�,_ (1 LY, �-� � l -� 1� \ ��`c--- / �o 1 -- �".z \� �_l I i ��\�, �) X _.. 1 I - ® ( I .., - 1 (� .... .. _ X Tv /-\ r_i 14'-2„ SCALE. 1/8"_V-0pt SCALE. 1/8"_1,-0rr 10-IFIETAILEDr READING" • T U I j j I I cn o w I o U i U O 3 U O O V) I w R x O o V) rA 3 R' x O o V) rA 3 CC x O c V cn tY, z O o Q COO 0 0 U o 1 N N 0 N 0 0 0 0 NO N 0 0 O re) 0 0 C) M 0 0 't kA 0 W � I Q � Z I z !` Oieci no. c�rn,w" ny: I date: Ch.ecke:T by: NOV `?006 scc e: I cipp ved /�52„-'g,_0„ I sheet no. A�3 • 1 41 >, c c3 m@ L 4a c N o 0 oC U) U) c 0 � e 0� c 00 C U o s rn c 0 U) o c Q .E C � Q Z Q) A N p1 U c O O 4.1 O to N 0 > O � Q C +J � 0 `- c 0 A"o f4 LD E y -0 0 c c fa � JN W 0 Q 5 0Mo Qc f0 Y� �o _41 41 _J 0 U O d N �o U) c ,_ 0 0 U >+70 c t0 C m 0 O L c �E � cD 41 N � N � C N o 30. 'D N N N c c 0 c U c f6 •c O 'c N O E 2 c 0 m L .0 0 C U f0 W 0 O �U o 0)0 0 C U 0 N _O 0 O 0 @ 0 CL V 0 CL 0 .6LO 0 U1 c 0) Q� N ++ Lo m 0 r­ co 4 c 4) .0 U) N` ua � N ,E Q� -0C E °' Coo _ J -0 a -i �N OD Z 0) cc Q 0-0� CA U)) U o< _ W C _ o 0< Q Q !q L 0, U)o <Q111-Z 0 E S Q d J C a3 0 Z Q In In 4--Ov sz N E 0, ou 0 0 ,, c U aQ TAG: TYPE: RATING: FIRE TEST: DESCRIPTION: 0 C 1/2" GWB BOTH SIDES 2x4 WOOD STUDS @16"O.C. TO UNDERSIDE OF STRUCTURE SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL LOCATIONS. PROVIDE %6" PLYWOOD OR OSB SHEATHING TO ONE SIDE OF FRAMING BEFORE GYP. WALL BOARD. OA NON -BEARING 0 HOURS N/A TYPICAL 2x4 WOOD INTERIOR PARTITION 2 1/2" GWB BOTH SIDES 2x6 WOOD STUD TOP & 1/2" GWB BOTH j BOTTOM PLATES SIDES 2x4 WOOD STUDS @ 16" —SEE STRUCTURAL FRAMING 0 O.C. STAGGERED 8" O.C. TO 0 PLANS FOR SHEAR WALL UNDERSIDE OF STRUCTURE LOCATIONS. PROVIDE %6" 3Y" ACOUSTICAL BATTING PLYWOOD OR OSB SHEATHING TO ONE SIDE OF FRAMING ----SEE STRUCTURAL FRAMING BEFORE GYP. WALL BOARD. PLANS FOR SHEAR WALL LOCATIONS. PROVIDE %s" 2x6 WOOD STUDS @ 61" PLYWOOD OR OSB SHEATHING 621" 16"O.C. TO UNDERSIDE ,�— TO ONE SIDE OF FRAMING OF STRUCTURE BEFORE GYP. WALL BOARD. TAG: OB TAG: OC TYPE: NON -BEARING TYPE: NON -BEARING RATING: 0 HOUR RATING: 0 HOURS FIRE TEST: N/A FIRE TEST: N/A DESCRIPTION: 2x4 WD STUDS STAGGERED ON DESCRIPTION: TYPICAL 2x6 WOOD INTERIOR 2x6 PLATE PARTITION /2" GWB BOTH ;IDES ?x4 or 2x6 WOOD -)TUDS @ 16"O.C. *NOTE: TOP OF WALL TO 42" ABOVE SUBFLOOR* F9 31, 4 1/2" or 6 1/2" ,. 64 �. TAG: OD TAG: TYPE: NON -BEARING TYPE: RATING: 0 HOUR RATING: FIRE TEST: N/A FIRE TEST: DESCRIPTION: 2x4 or 2x6 WD STUDS LOW WALL DESCRIPTION: DETAILED PLAN - SCREEN PORCH "A" SCALE: 1 /4"= V-0" DETAILED PLAN - SCREEN PORCH "B" SCALE: 1/4"=F-0" UNIT AA�-l UNIT UNIT A-2 A-1 A-2 STAIR 4 UNIT UNIT STAIR 1 UNIT B UNIT B B-6 C UNIT UNIT UNIT B p UNIT B B UNIT UNIT UNIT -- B5 E B UNIT UNIT G F n UNIT B E UNIT A UNIT UNIT UNIT UNIT PORCH 'A B.1 B4 B UNIT A STAIR 3 B STAIR 4 STAIR 3 alw�� WE VII IRM I V Iti'Ll .# STAIR 4 STAIR 3 ONE LAYER 5/8" TYPE 'X' GWB EACH SIDE 5 z" BATT INSULATION SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL LOCATIONS. PROVIDE %6" PLYWOOD OR OSB SHEATHING TO ONE SIDE OF FRAMING BEFORE GYP. WALL BOARD. __2x6 WOOD STUDS @ 16"O.C. TO UNDERSIDE OF STRUCTURE 1A BEARING 1 HOURS WP 3660 TYPICAL 2x6 WOOD BEARING WALL 18 63„ 4 TAG: TYPE: RATING: FIRE TEST: DESCRIPTION: ONE LAYER 5/8" TYPE 'X' GWB EACH SIDE 2x4 WOOD STUDS @ 16" O.C. STAGGERED 8" O.C. ON 2x6 WOOD PLATES SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL LOCATIONS. PROVIDE %6" PLYWOOD OR OSB SHEATHING TO ONE SIDE OF FRAMING BEFORE GYP. WALL BOARD. 3Y" BATT INSULATION 68" (NOT REQUIRED BY FIRE 1 B TEST) TAG: BEARING TYPE: 1 HOURS RATING: WP 3380 FIRE TEST: STAGGERED 2x4 WOOD BEARING DESCRIPTION: WALL 5 ONE LAYER 5/8" TYPE 'X' GWB 5" BATT INSULATION 2x6 WOOD STUDS @ 16"O.C. TO UNDERSIDE OF STRUCTURE " APA RATED EXTERIOR GRADE SHEATHING 1C BEARING 1 HOURS UL# U356 EXTERIOR 2x6 WOOD BEARING WALL 2x4" WOOD STUDS @ 16" O.C. 8" CMU BEARING UL CLASSIFICATION MARKING '---Y"' GWB 118" TAG: 1 D TYPE: BEARING RATING: 1 HOUR FIRE TEST: SIMILAR TO UL# U905 DESCRIPTION: 8" CMU WALL AT INTERIOR L 75" 8" CMU BEARING UL CLASSIFICATION MARKING TAG: 1 E TYPE: BEARING RATING: 1 HOUR FIRE TEST: SIMILAR TO UL# U905 DESCRIPTION: 8" CMU WALL AT INTERIOR E LAYER 5/8" TYPE 'X' (B EACH SIDE 2" BATT INSULATION 4 WOOD STUDS @ 16"O.C. UNDERSIDE OF RUCTURE 43" 4 TAG: 1 F TYPE: BEARING RATING: 1 HOURS FIRE TEST: UL# U305 DESCRIPTION: INTERIOR 2x4 WOOD BEARING WALL 5 1/2" WOOD STUDS @ 16" O.C. 8" CMU BEARING UL CLASSIFICATION MARKING Y"' GWB TAG: 1 G TYPE: BEARING RATING: 1 HOUR FIRE TEST: SIMILAR TO UL# U905 DESCRIPTION: 8" CMU WALL AT INTERIOR • a U U) I Z O W W W Li w a F E a F O U,- C-) 0 U 0 U 0 h 0 w w w U (6 W A A rn A O z U f0 U O 4. Oa' rrx O O A U V) W co� W cn M 011 o 0 0 0 0 0 0 0 O O O O O O U t 0 ro aE c� '� ro Qi c .0 E N 0 4- U) U c 0 0 0 m aro �1 > N >' C ++ ro C �0 C ro .� E ILS 'a0 c c ro a� Jui 7 E W N �_ U Q 0 U0 OZ Q c W ro Y� � ,0 =L J c L 0 4. N 0 ;c `- 0 0 t_ roro am 0 c a .- N 0 L c E ro� N � N O L O N +. C 30 a U) L c Z c 0 c U ro f� (�9 O E> � ro O L N 0 c ro U ro W C +C�, 0 0 c� C O CE w 0 N � 0 > > r� _0 0 ^/ C N jnbj c6 c /1� O U V x mm � a > N �c C A �� O m Q CDm 0 +� 4' o� A rnO r N �o �! �P c I . 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O 4 4 4 > W a W A A A W W v0 O W WW WW c O 0 40 CG A A A v W W cn cn cn rn CA On V) o, c M tn Q, cCwn date: check(,", by: NOV 2006 s<:J'.e: CCpri:v L by: AS NOTED sheet no 4 LEFT INSIDE ��4.2)SCALE:1/8"=1'-0" 2 3 4 6 8 B L LEVATION DETAIL SCALE: 1/4"=V-0" 4.�12 7 2 4.s I I L L LEVATION DETAIL SCALE: 1/4"=F-0" 'i 1 - 1 I I I I I; i I I I I li �➢ 1j II II �1 1L 1111 It 11 It1±. I - -- - �,Ilr JAL_ li :1 it (I I I n I I : : : : 1➢Iiii i1Itdti i:I iIlIII It➢itII I1 II '1I I - �':Ii_i;II ___�III iIIII _-_..-_,�I:III1I:I'Iu' Il::: :IlI•�I,�.1 ._._�;;I =__- i1'IJ j:.II .__.--_ --�_IIi IIIi1 I:::t • _- � _�,Il II�I � r- iIIIIIi1i:i. _._._...IR:,IiI1�.II�i � IIII tI:I ''lI:1IIi'II - �_�II�'�'I- J1i::s'�I;� --J''II 1�i:�I1iIIi' --�,II.ILIi'1I . _tIoI �LrI -_ I•'III,III I4':I.iI�':I�II _ilj�IIi IIII!I 1iy .'1iII•t �y-II1I:l::1I1:i1lIVhi'iI1 - : L __I_ L--i�-l-II Lr.-- �mi1ll1iIII�,IiI IIIiIII1➢ iIIII➢11I I1IIi II I1!fI1I! 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VENT 3.1 CAST IN PLACE CONCRETE FOOT ING 7,8 RETURN 3.2 BUILT-UP CONCRETE RAMP 7.9 ?NINGLE STANDING SEAM METAL ROOF 7.10 EPDM SINGLE PLY` ROOFING 4.0 MASONRY 7.11 METAL ROOF (ATAS 'TECHO TILE' COLOR 4.1 CMU FOUNDATION STEM NAIL TO BE SPECIFIED BY ARCHITECT) 4.2 4" BRICK VENEER 4.3 BRICK ROWLOCK COURSE 8.0 DOORS $ WINDOWS 4.4 BRICK SOLDIER COURSE 4.5 BRICK RONL ICK SILL 8.1 SINGLE HUNG VINYL WINDOW 4.6 BRICK SOLDIER HEAD 8.2 STEEL DOOR lt FRAME -PAINTED 6.0 O S AN AS ICS WO D D PL T 9.0 FINISHES 6.1 2x8 ND FASCIA BOARD ALUM. WRAPPED q.1 STUCCO FINISH (COLOR TO BE SELEC i-ED BY (a.2 2x4 ND FRIEZE BOARD ALUM, WRAPPED ARCHITECT) 6.3 2x6 ND FRIEZE BOARD ALUM. NRAPPED '-�.2 STUCCO FINISH (COLOR TO BE SELECTED BY 6.4 DENTIL FRIEZE 1-10UL DING (FYPON #MLD 33(o) ARCHITECT ) 6.5 2x8 ND CORNER BOARD ALUM. NRAPPED q 3 STUCCO FINISH (COLOR TO BE SELECTED BY 6.6 2x6 ND A.GGENT BOARD ALUM, WRAPPED ARCHITECT 6 7 ' it I I it i I 3 VINYL RACK NINDON SURROUND L �t.4 # 0' 180-� CAST ALUMINUM RAILING BUiLD.NG ART 6.8 lxl2 TRIP (FYPON #FIT 172-16) ET1-INIKiS) v COLOR TO / 6.a BRACKE-T (FYPON #BKT l�ix24x4) BF >=1 _ =' -r=1- - ,R N' • 1 SLL_. LD B I I C I L 6,10 lxi2 TRIM (FYPON #FLT 175-8) �.5 DOUBLE 5 VINYL DUTCHLAP SIDING 6.11 36 ROUND ROU UD LOU ✓ER�/KEV S ONE((CLOSED) ) l VIN I CEDARSHAKE SIDING G (o.12 TURNED BALISTRA,DF (FYPON #BAL 3x24AY) ft)j o g; iF:F>14Q STUCCO 10' DIA. MEDALLION 6.13 1611 DIA. ROUND FIBERGLASS COLUMN SURROUND q.iI 1x4 FXTRUDFD STUCCO NiNDON TRIM 6.14 NINDON HEAD (FYPON #NCO, 3(oxq) W12 DOE J 5 11 11` ' (W71A(EACANFJLFOOR LEVEL) 6.15 WINDOW SILL (FYPON #MLD 701-12) 10.2 ENTRY CANOPY (SHORN HIDDEN) 6.16 CUSTUM SIZED PANELED SHUTTER 10.3 CUSTOM REMOVABLE SCREEN t FRAME: 6.17 3 Y2" VINYL CORNER BOARD 6.18 NENELL POST (FYPON #NP 48xl2) 6.19 POST CAP (FYPON #PST 13x13 ) 6.20 12" TIMBER BEAM (SOLID STAIN) 6.21 2X8 ND BARGE BOARD ALUM, NRAPPED 6.22 2X6 ND RAKE BOARD ALUM. WRAPPED NOTE: NOT ALL KEYNOTES ARE USED ON THIS PROJECT. 6.23 2xI0 ND FRIEZE BOARD ALUM. NRAPPED 6.24 ix4 NiNDON TRIM NRAPPED (o.25 a" NINDON CROSSHEAD ARCH SOLID FYPON #WCHARS 10413) T-0 U z ocn wlw � I I I I w I I i w W W W U U O U O U O O > > W O H U 44 U W o 24 O o' O p FC C�7 C7 C C�7 C Xl ICA V) Cn 5n � CA Cn C4 C. Ln V. V) GO GO o, c o R m O IC O O N O v1 O O O M O rt m CD in O A O a w O x � N A H I I LN I I �i I I I I I , I � ! I I I I w i I Q z I I ; ') Z Q L O a CLI o w prole - no. urcwr, L C e: C e, K l C ny: 10V 2006 sco e: - -- Capp'. ov;. s'Ineei ^o 2 3 4 5 0 7 0 i Is 1. TYP WALL TYP WALL 12 ;4.5 ■ I I I ■ I I I I ■ i ■ Ig i i I II ■ II I I I ■ I I I I ■ II II I I I ■ I ■ I I I ■ I I I 12 4.5 1 UILDING SECTION 'A' A-5.1 SCALE:3/16"=1'-0" ... i--- -- .............. M —6. UILING SECTION 'C' SCALE: 3/16"=1'-0" 2 )BUILDING SECTION 'B' SCALE: 3/16"=1'-0" 1 —6.3 �- --............... I!N ■ ■ I MANSARD CONDITION BEYOND (SEE SECTION 4/A-6.3) ( ( n r r A I r n t r r( I I n/ A I r I T I/ A I KEYP it ��--� 4� -_ _i I' ■ .. ICI Ici I I I I I I � I I � I I I i I I cn O w W W W W I � z w w U O w 3 U O w 3 U O w O v w z U 0 U 0 z w 0 Q 0 Q WW 0 A c WW 0 O o , o N .-- c N O c O c O O o O O o O O c 4 O p-c-, CL �C. -�P/❑ .20v6--31-58.00 "w - �--CKeC byi 1 -' V 2. C 0 J SCO e: ;:pprove-: by: AS J sneer ONE Tu) +,0) >1_ 0 L 70 W w^, c W C q� o W c 0 0 U) 0 L c 0 0 C U >+ C 0 0 .c 0 L •N o� a) a a .E -0 a) L W �E 0o L 0 iA 0 C O f4 O. O 0 > O A C +, 0 0 '�- C 0 c� .0 *0 0 C C 0 �? JN E W N Q47- o +, Q� W Y .a �o J C W O d N 0 U) C 4- 0 0 c N N a� 0 c ao Da)r, .c 41 C C Ui L N_ Q .0 N c L N + C 0 a N a� c 0 c a 0 c U f0 'C O 'C N > E— NL L N 41 0 'o O C V (0 � U 0 0 �U c c =0 - 'U) ma) c3o -0� a) N U C N 0 L ca N O � U (U 0 aU 00 .c a F' O > �r L cm c .0 .M Q� L Y O 0 r N 4 C w o E O n t c C 0 0 (} 'U � J � a -j N w O 00Q 0-Qa) mN U Oda —W Z L- , J > 0 �d nog L00 IJ N � .- 'F E— Q c .J 0 +� L Z L C > � t N U) n a) a� Q a) c j 0 E D O ) :5 -0 a T0 �t U Q. Q 1 2 3 4 5 6 7 8 A 00 _I C D I MIS 00 C TYP. ROOF CONSTRUCTION FIBERGLASS REINF. ASPHALT SHINGLES ON 151b, BULDING PAPER OVER %6" MIN. APA RATED SHEATHING (W/H-CLIPS AT JOINTS) ON MANUFACTURERED WOOD TRUSSES ICE & WATER SHIELD 12 2'-0" 4.5 METAL DRIP EDGE — ALUM. GUTTER TOP OF PLATE 'I¢ 2x8 WD. FASCIA BOARD WRAPPED TOP OF ROUGH OPENING PERFORATED VINYL SOFFIT - 2x6 WD, FRIEZE BOARD WRAPPED VINYL SINGLE HUNG WINDOW BY 'PARADIGM' OR EQUAL WINDOW TRIM: CANAMOULD STN-004 WINDOW SILL: CANAMOULD WS-011 THIRD FLOOR (ROUGH) CEMENT STUCCO FINISH OVER BASE COATS ON EXPANDED METAL LATH OVER 2-LAYERS 151b RESINATED BUILDING PAPER TOP OF PLATE I� WINDOW HEAD: CANAMOULD MAX-05B WITH EPS ARCHED SEGMENT TOP OF ROUGH OPENING SIN I N VINYL SINGLE HUNG WINDOW BY 'PARADIGM' OR EQUAL WINDOW TRIM: CANAMOULD STN-004 WINDOW SILL: CANAMOULD WS-011 SECOND FLOOR (ROUGH)_ TOP OF PLATE WINDOW HEAD: CANAMOULD MAX-05B WITH EPS ARCHED SEGMENT TOP OF MASONRY OPENING VINYL SINGLE HUNG WINDOW BY 'PARADIGM' OR EQUAL - WINDOW TRIM: CANAMOULD STN-004 BOTTOM OF MASONRY OPENING R-30 BATT INSULATION INSULATION BAFFLE 2-LAYERS %" GYPSUM WALL BOARD GYPSUM WALL BOARD GWB RETURN AT WINDOWS CARPET BASE CARPET (NO PAD) TYP. FLOOR CONSTRUCTION: FLOOR FINISH OVER %" 'GYPCRETE' ON %" T&G OSB SUBFLOOR GLUED & SCREWED TO OPEN WEB WOOD TRUSSES. RESILIENT METAL CHANNELS PERPENDICULAR TO TRUSSES ©24"O.C, AND 5/8" GWB CEILING (GA #FC 5515) 2nd & 3rd FLOOR WALL CONSTRUCTION: EXTERIOR FINISH (PER ELEVATION) OVER EXT. GRADE SHEATHING ON 2x6 STUD WALL @16"O.C. (STUD GRADE)- w/R-19 KRAFT BACKED BATT INSULATION AND 8" GWB (UL #356) g" GYPSUM WALL BOARD 2x6 PLATE ANCHORED TO BOND BEAM WITH Y" J-BOLT CONTINUOUS BOND BEAM AT PERIMETER (2) PRE -CAST CONCRETE LINTELS GWB RETURN AT WINDOWS WOOD NAILERS AROUND WINDOW PERIMETER WOOD SILL & APRON < F E C 2 F WINDOW SILL: CANAMOULD WS-011 I --2x2 WD FURRING WITH 1 Y2" EXTRUDED POLYSTYRENE INSUL.ATiON cyi—. 1st FLOOR WALL CONSTRUCTION_ `N j EXTERIOR FINISH (PER ELEVATION) OVER 8" CMU BLOCK WALL FIRST FLOOR 00 GRADE - - -- - -- - - - -- -- / i / —CONCRETE SLAB PER STRUCT. DRWGS \x�A/A`� V/x/\ ��<` 6 MIL VAPOR BARRIER \i/��/j/IAA/A\%� `� a ° �✓ /�\� \\ \\ \�/\�� _____12" CMU STEM WALL WITH 12" SHOE BLOCk _i TOP COURSE L4 1 I-1 1, T&G EN ANNELS D 5/8" EPS D WALL Ln Go Tvn nnnr /�lIAIC`Tnl I/�TI /CAI " EXT. 6"O.C. ITT I I I � z w U U U I I > z z W W O w Q O w A O w o u u O rn�C40 u 0 w>J o W a W V) W UO C rA A CA 0 o 6 _0 o N o N o R _ N 0 R O N 0 o O t+l 0 R O M 0 o It to 0 F D --- N 200r _ sca e --- -- -GDn .:v` . by: - AS s-eef SCALE: 3/4"=1 "-0" SCALE: 3/4"=F-0" SCALE: 3/4"=1 "-0" 1SIR Mal Cffli�l M�m SCALE: 3/4"=1 "-0" FA i C D TOP 0 I _00 FIR' TYP. FLAT ROOF CONSTRUCTION EPDM ROOF MEMBRANE OVER Y2" MIN. PROTECTION BOARD ON Ya" APA RATED SHEATHING (w/H-CLIPS AT JOINTS) ON MANUFACTURERED WOOD TRUSSES GALVANIZED ANCHOR CLEAT FASTENED WITH 1 Y" RING SHANK NAILS @12"0. C. DRIP EDGE FASCIA TRUSS HEIGHT (AT LOWEST POINT) ALUM. GUTTER 2x8 WD. FASCIA BOARD WRAPPED TOP OF PLATE T.O. ROUGH OPENING n Z/l I"ICI II ATI f-AI 2 REINF. EPDM RUSS 3" WIDE ROOF TAPE 12 R-30 BATT INSULATION 2-LAYERS I" GYPSUM WALL BOARD g" GYPSUM WALL BOARD SECTION AT (*"T LAT ROOF EDGE �12SCALE:3/4"=1'-0" (`-2ALL SECTION �62SCALE:3/4"=1'-0'° ;AST CONCRETE LINTELS 3 R-30 INSULA T'^"' ROOF TRUSS METAL DRIP ALUM, GUTTI 2x6 WD, FA. BOARD WRAI VINYL SOFFI- STUCCO FINI METAL FLAS SHEATHING POLYURETH/ WATER CUT EDPM TERMI 4a SECTION AT ATRIUM A-6.2 SCALE:3/4"=1'-0" (`-3�WALL _SECTION_ �6-2SCALE: 3/4"=1'-0" m I 12 4b _ SECTION AT ATRIUM 2 SCALE:3/4"=1'-0" 0 7 SCALE: 3/4"=1'-0" I 7) �I U cn i I I z 0 > w w > 3 > x W W W H U U U 0 0 0 0 �T w w U > z U z (� U w z w z Q cn A u� Z Q r U 0 w w o o 0 -0 Q ra — w � w � C cn rA 0 c o o O O O O O O fy N M N �D O O C)d' � N N Kt M Vi mo L � c S N +_ C 3 a. U) c c o oc U � w � •c w (0 > V) E— L m -- - -- - eCl<ta - c � � v 2' 'v r LL + E < in cn 10 f Al 1J sree c. U) Q a) 0 0°1� o,M N 'm o s U A�602 � 3 0- L O z Q tf V) M= c0 a Q 2 3 5 8 C D F F OF ARCH M Y4 n 4 WITH i FLASHING ALUMINUM CAP OR DDC1A A K I I ICArTI IpCr) \IJ1J%,/ -L 1V1 \ L X 1 1TXL Xl \ "L 11W 1\V \J1 SCALE: 3/4"=1'-0" SCREENING ASTRUGAL E BOARD SURI PVC SCREE PVC FRAME 1x8 PVC CA 1"x4" EXTRI POLYSTYREk STUCCO FIN ROOF CONSTRUCTION SIMULATED SPANISH TILE ROOF OVER %" MIN. APA RATED SHEATHING (W/H—CLIPS AT JOINTS) ON 2x10 ROOF RAFTERS AND 2x6 CEILING JOISTS @16"O.C. I I I I I I I i I i I I i I ! li I I �I ALUM. GUTTER 'TOP OF PLATE SIN I METAL DRIP EDGE ALUM. GUTTER 2x6 WD. FASCIA BOARD WRAPPED ,----VINYL SOFFIT Yz 12" DIA. COLUMN COVER i I I I i I -cc ! I FIRST F' OOR ats ��e GRADE �I ' I I I � z W R: I a I 01 F W U h W U H � U O U O w O w O w O U O to U U wcn w A A A U O O o 0 w o w O Oo � w o, o .-- 0 O 0 O 0 O 0 9 O 0 O O 0 � O Dro r; _l-Q wr -)y: 20 ll068. 0,U d a NOV 2 r OF SCC 1 e: i Cltiprc)4 _, DY: AS ?v J-� !p ^,eet r,o. gill A®603 1 I 2 3 4 5 6 7 8 I � A Q C I r_ 7S 12 ���� 12 12 12 4.5 � ]14,5 4.511 714.5 TRUSS MANUFACTURER TO PROVIDE 2x PLATE WITH METAL TRUSSES THAT FOLLOW PROFILE AS TIE DOWN SHOWN 2x PLATE WITH METAL i TIE DOWN W8x18 HOIST BEAM 77 W8x18 HOIST BEAM CO 2-LAYERS 5/" 2-LAYERS %" TRUSS MANUFACTURER TO PROVIDE GYPSUM WALL GYPSUM WALL TRUSSES THAT FOLLOW PROFILE AS BOARD o BOARD SHOWN L � O'N SIN TOP OF PLATE - _ TOP OF PLATE ¢ o W = w w w 0 o ¢ w � ¢ Z Z o o N I co cV co I I ^I co co rb 5-8" ol 5'-gx' THIRD FLOOR THIRD FLOOR (ROUGH __- _ r co Mld a 00 co TOP OF PLATE 8'-4" TOP OF PLATE 8'-4" r�l� EE SECTION 5/A-6 3EE SECTION 5/A-6. FOR CORRIDOR m m FOR CORRIDOR CONSTRUCTION co Li i CONSTRUCTION w w C.)u z z SECOND FLOOR ft V) SECOND FLOOR (ROUGH) o w (ROUGH) w 0000 Q Ml�t Q F15 I � TOP OF PLATED Q TOP OF PLATE Q ,s -- --- o o N r71d co N N N I IN I SIN II i -C, I �' co I I , it I � I j It i I 5 8 SEE STRUCTURAL DRAWINGS I � 5'-8" �--SEE STRUCTURAL DRAWINGS FOR ELEVATOR PIT AND /FOR ELEVATOR PIT AND WALL CONSTRUCTION - — WALL CONSTRUCTION FIRST FLOOR FIRST FLOOR a ° °TT " r T x ,./i`./✓i✓/f//� a r./i./i. /./i.//./ice, /,, /✓ / , / / .: / ./ fi. , /i., \/ /\l /,\/ // /, //, r \y\�,\\f\\f\y\ �\\,.\fly \/\/��/\\,\�-\\y/ �- I , \\/\� \,�\/\ \\ \\ \y\\/ •\\,,\ \ \ \ \ \` •\ ;,,.,;•. ,:, \\ \\,,\/\�\\ I, I �- I I: \;\\i\i`\'-�\>\\\\�i;\i` xx CD // /j\!i ,/ /,� // // //\// %/ //�/"//•/,\', � � /ice ,//f// ///,/\�/i/j�� //.' \\/ \i,\�%�%�j %\/i,//\��/�%\//':i/� j!i', \ Ii I I �, �� / / f fj \\ ZQ ,\//\\/\// \/f\//>/j /\ \/f \\/f\ /\ \,/i %! \%�\%\ii\f/i`%/�%\'f\! \ i -- 'i >a T \\ `\\\ " i \/\\j\\�;\�, ` I ,- SUP PIT �\��:\f\�f�\f\\f\\ \\f\\ \;; /\,\\,. ./\f\; \l\\ / SJ�, PI /\ice/� i ,>/, \�%� ��/%Y/i�; \/ NI/ /\ ZX ;�i'\!/�//;\�!\�/��/\�/�/j:, �_, I / L �/f/,�/\ifs////,.,f� /%,,,*/ //.,;,/f.�/i.,' i' �/, --• % I �U ,�/ //'/ ° f f \ \ , i/. f /,/f, f,•,f:/, ///,/ , f ,/,/f,/i,/ /,!f,/f //,/f,/ /',,// ;/,/ /\�f/,,\!%�\/j;�i/ j;i\/j� r_i"�SECTION AT 00 ELEVATOR, 2 SECTION AT 2500�# ELEVATOR �14SCALE. 1/249-1+-0vv _ — L" -6.4 SCALE. 112"=V-0" I I 'SCHINDLER' ELEVATOR HYDRAULIC DUAL PISTON 3500 lb CAPACITY L I I I � FINAL SHAFT DIMENSIONS AND I SPECIFICATIONS BY ELEVATOR MANUFACTURER I � I I I I ! _I 'SCHINDLER' ELEVATOR HYDRAULIC DUAL PISTON I 2500 lb CAPACITY i I � FINAL SHAFT DIMENSIONS AND I j SPECIFICATIONS BY ELEVATOR I I I MANUFACTURER I � i i I I 0 u� WI 3 U 0 w 3 U 0 w 3 U 0 w 0 U > 5 H o � O C2 c� L +� N o O N U C O 0 O � ao o >) o 4- c o �o �o c c cc _jN J:3 E W 0 I.- U Uo 0 � ;_ Q� t� Y� � •o J C � O � 0 (n C O � c N O QU) 0 C a .N O C L N t6 � � (0 r o c� :E N Q rn c c -p o c U N C J � •L W i6 Cn — O L L N O i C O O U f0 N � C C O p A =o 'cn O a� N U � o N o xj C Q � a U > I i � rn o N c i I � o CJ -cJ� aJ� I WO� I � I � QUA a. 0 � I T .. (f} C) ' I I I U�Cs� aQ- z I Q< m (1) 0 0 � I < U 4' C7 O W Dro e.cl.: rje. � ;;row;r. by. - � 0 I sheet no. U) � .ii O s�-' 0 � 0 U a. 1 2 3 4 5 6 7 8 7� =l 0 0( H01 HEAD TYPES �Ew S J01 JAMB TYPES H02 J02 2'-2 �c 0 IPERED ISS illmm"mw_� / / / / / STANDARD 2 TOP LITE W/ TEMPERED W/TRANSOM N/A PANEL GLASS; LOWER PANELED D01 D02 D03 D04 D05 D06 D07 No. DESCRIPTION MODEL R.O. 1 3'-0" x 5-6" SINGLE HUNG SH3666 36" x 66" 2 TWIN 3'-0" x 5-6" SINGLE HUNG SH3666-2 71 2" x 66" 3 3'-0" x 5-0" SINGLE HUNG SH.3660 36" x 60" 4 TWIN 3'-0" x 5-0" SINGLE HUNG SH3660-2 71 2" x 60" 5 3'-0" x 4'-4" SINGLE HUNG SH3652 36" x 52" 6 TWIN 3'-0" x 4'-4" SINGLE HUNG SH3652-2 71 2" x 52" 7 2'-0" x 3'-0" SINGLE HUNG SH2436 24" x 36" 8 2'—B" x 5-6" SINGLE HUNG SH3266 32" x 66' 9 2'-8" x 5-0" SINGLE HUNG SH3260 32" x 60" 10 3'-0" x 4'-0" FIXED P3648 36" x 48" 11 QUAD. 3'-0" x 5-6" SINGLE HUNG SH3666-4 143 2" x 66" 12 TRIPLE 2'-8" x 4'-4" SINGLE HUNG SH3252-3 107 2" x 52" 13 TRIPLE 2'-8" x 4'-0" SINGLE HUNG SH3248-3 14 3'-0" x 4'-0" SINGLE HUNG SH3648 36" x 48' 15 TWIN 3'-0" x 4'-0" SINGLE HUNG SH3648-2 16 3'-4" X 5-0" PICTURE 40" X 60" 17 2'-8" X 4'-0" PICTURE 32" X 48" I -- _- I T �IIII 1IIII SI- L ,IIIIIIiII tIIII!I IIiiiI( II.IIIIII IiI'iI1III.IILI' IIIItI'f'ii'� iIIrIIII lIIiILII.II� 'IIrI�'II.IilI IIIIIIII''I II'lI,I.I' IIII'�I IIIIIIIIIIIII _ — IIIIIiI IIIhII - S_�IJIiIII I1SI�I- �— i�IIII IIIi II I.IIII T SIIIIlII iIIIlII IrIIIIiI IIIIiI.I ,,II,,IIiII IIIi(IIIII� III�IIIIjI; IIIiIIiIIIi III'IIII -=- I' IIIIII'I ', - — I 'II'lIII� I(iI("Il!IdIIII -- — —. — — — �iIII --- iliIII Il TI WINDOW SCHEDULE WINDOW SCHEDULE \ / / /LIL/ D08 �R� INTERIOR �SH HARDWARE � REMARKS YES WHITE WHITE — — YES WHITE WHITE YES WHITE WHITE YES WHITE WHITE YES WHITE WHITE YES WHITE WHITE YES WHITE WHITE YES WHITE WHITE YES WHITE WHITE NO WHITE WHITE YES WHITE WHITE YES WHITE WHITE YES WHITE WHITE YES i WHITE WHITE YES WHITE WHITE NO SEE INTERIOR DRAWINGS NO SEE INTERIOR DRAWINGS I IlIII �nIIIrIII I I IIII IIII'II IIIi.IIII'i � IIIIII I,IIII.II'III, - WOOD WINDOW- WOOD WINDOW- SEE INTERIOR SEE INTERIOR DRAWINGS DRAWINGS �IIIIIIII IIII IIIi IIII' II I, IIIII�II IIII II1I II. �IIiI' — 1TIIIJI 'IiII III LII IIII' 'IIII I El wc n J D F 2" VARIES 2" II F01 cry w Q I - T I D10 F02 NOTES: 1. ALL EXTERIOR WINDOWS TO BE 'PARADIGM UNITEC SERIES' VINYL WINDOWS 2. UNIT THFRML VALUE 0.33 IL'I'IIIIIiIfIIII,I �S�IIIIIIIiIII �-- IIIIIIII'' IIIIIIIII,iI IIIIIIII,IilI 'IIIIIIIIIIItlIIII IIIIrII SI.IIlIIIIIi — III�i It i'J l III�IIIIII 1IIIIIIII� IIIII1IiIi_ II' � IiiIIIIIII IIIII lIIIIIILiI IlIIIIjIam _. -��.IIIIIIIII II.L�IiIIIIII.IiII _- �;(I(IIII III(IIIIII. �IIIIIII�II ILIII.III,II IIIIIII 7 r - �00 �o I - - - - - - - DOOR SCHEDULE VARIES Q DOOR — - - �— - - - - -- - - II E - - - ---- - - fi I - - - -- - _ -R E A R K S LOCATION MM'a (SEE SPECIFIC A - - O cR, FOR HAD E TYPE SIZE TYPE ST. B H TAL 3' 6 PANELENTRANCE INTO UNIT U01 20 D01 HOLLOW ME PATIO UO2 0 D02 INSULATED FIBERGLASS 2'-10"x 6'-8"x 1 3/4" F02 MTL VARIOUS UO3 0 D01 MDF 3'-0"x 6'-8"x 1 3/8" 03 IND. SLIDER U04 0 D01 MDF 2 2'-0"x 6'-8"x 1 3/8" F03 WD. MDFSLIDER U05 0 D01 (2) 2'-6"x 6'-8"x 1 3/8I F03 WD, SLIDER U0600 D01 MDF (2) 3'-0"x 6'-8"x 1 3/8" F03 WD. PANTRY U07 0 D01 MDF 2'-0"x 6'-8"x 1 3/8" F03 WD, UTILITY CLOSET U08 0 D01 MDF 2'-6"x 6'-8"x 1 3/8" F03 WD. —T VESTIBULE C100 0 D10 MTL/ GLASS 12'-0" x 7'-0" PROVIDED AND INSTALLED BY SUPPLIER; CORRD. W/ POWER REQMNTS' C100A 0 D10 MTL/ GLASS 12'-0" x 7'-0" PROVIDED AND INSTALLED BY SUPPLIER; CORRD. W/ POWER REQ'MNTS' PREHUNG WOOD SCREENED PORCH - FRAME MAIL ROOM - - LIBRARY C103 0 INSULATED MTL (2) 3'-0"x 7'-0"x 1 3/4" F02 MTL. LOUNGE 104 MULTI -PURPOSE ROOM C105 0 D06 MDF (2) 3'-0"x 7'-0"x 1 3/4" F02 H.M. C105A 0 D01 MDF 3'-O"x 7'-0"x 1 3/4" F02 H.M. C105B 0 D01 MDF (2) 3'-O"x 7'-0"x 1 3/4" F02 H.M. TOILET ROOM WOMENS C106 0 D01 MDF 3' 0"x 7' 0 x 1 3/4" F02 H.M. TOILET ROOM-MEN'S C107 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02H.M. BISTRO C108 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. MAIN DINING ROOM C109 0 D05 MDF (2) 3'-0"x 7'-0"x 1 3/4" F02 H.M. C109A 0 D05 INSULATED MTL (2) 3'-0"x 6'-8"x 1 3/4" F02 MTL. WITH 12" TRANSOM -0"x 6'-8"x 1 3/4" F02 MTL. WITH 12" TRANSOMC109B 0 D05 INSULATED MTL (2) 3' M . L C109C 0 D05 INSULATED MTL (2) 3'-0"x 6'-8"x 1 3/4" F02 MTL. WITH 12" TRANSOM PRIVATE DINING ROOM C110 0 D05 MDF (2) 3'-0"x 7'-0"x 1 3/4" F02 H.M. GIFT SHOP C111 0 D08 MDF 3'-0"x 7'-O"x 1 3/4" F02 H.M. ACTIVITIES ROOCl 12 0 D06 DF 23-0x 7-0x 1 3/4F02 H, 0 BEAUTY SHOP C113 0 D08 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. SCREENED PORCH C114 0 D06 INSULATED MTL (2) 3'-O"x 7'-0"x 1 3/4" F02 MTL. -0x 7'-0"x 1 3/4"EXECUTIVE OFFICE C115 0 D01 MDF 3' F02 H.M. BUSINESS OFFICE C116 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 HM POCKET DOOR, VISION PANE 3 - -- - -- - -- - - -_ - - -- _ - C1- 2 , - - - - r-- - - - H- - iM - _ ... - - - - - - I - - - - --- - - ----- -- - - _ MARKETING OFFICE C117 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. LL_ SUPPLY CLOSET C118 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. CART STORAGE - KITCHEN C120A 0 D01 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. C120B 0 D01 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M, C120C 0 D11 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. VISION PANEL C120D 0 D04 STEEL (2) 3'-0"x 7'-0"x 1 3/4" F02 H.M. DOUBLE ACTING, VISION P AN E L C120E 20 D01 SOLID CORE WD (2) 3'-0"x 7'-0"x 1 3/4" F02 H.M. 0 D04 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F02 MTL. VISION PANEL CORRIDOR (MAIN STREET) C123 45 D03 SOLID CORE WD (2) 3'-0"x 71 1 3/4" F02 H.M. WATER HEATER ROOM C124 45 D03 STEEL 3-0"x 7'-0"x 1 3/4" F02 H.M. 2 PANEL, PANIC HARDWARE ELECTRICAL PANEL RM. C124A 45 D01 STEEL 3'-O"x 7'-0"x 1 3/4" F02 MTL. 2 PANEL, PANIC HARDWARE C124B 45 D01 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F02 H.M. PANIC HARDWARE ELEVATOR ROOM C125 45 D03 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. RESIDENT LAUNDRY RM. C126 45 D01 TEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. HOLD OPEN COMMERCIAL LAUNDRY RM C127 45 D01 STEEL 3'-0"x 7'-O"x 1 3/4" F02 H.M. STAIR 1 C128 60 D04 STEEL 3'-0"x 7'-0"x 1 3/4" F01 H.M. PANIC HARDWARE, CLOSER C128A 0 D03 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F01 MTL. PANIC HARDWARE, CLOSER STAIR 2 C129 60 D04 STEEL 3'-0"x 7'-0"x 1 3/4" F01 H.M. PANIC HARDWARE, CLOSER C129A 0 D03 INSULATED MTL 3'-0"x 7'-O"x 1 3/4" F01 MTL. PANIC HARDWARE, CLOSER STAIR 3 C130 60 D04 STEEL 3'-0"x 7'-0"x 1 3/4" F01 H.M. PANIC HARDWARE, CLOSER C130A 0 D03 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F01 MTL. PANIC HARDWARE, CLOSER STAIR 4 C131 60 D04 STEEL 3-0% 7'-0"x 1 3/4" F01 H.M. PANIC HARDWARE, CLOSER C131A 0 D03 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F01 MTL. ELEVATOR ROOM C132 45 D03 STEEL 3'-0"x 7'-O"x 1 3/4" F02 HM JANITOR'S CLOSET C133 0 D03 MDF 3'-0"x 7'-O"x 1 3/4" F02 H.M. RESIDENT LAUNDRY RM. C134 45 D01 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. HOLD OPEN EMPLOYEE LOUNGE C135 20 D01 SOLID CORE WD 3'-0"x 7'-0"x 1 3/4" F02 H.M. TOILET ROOM C135A 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. PANEL ROOM C136 45 D01 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. 2 PANEL, PANIC HARDWARE C136A 45 DQ1 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. 2 PANEL, PANIC HARDWARE 3'-0x 71-0:x 1 3 4"CORRIDOR C137 45 D03 SOLID CORE WD 2-o"x 7'-0x 1 F02 H.M. 3-0 x 7-0x 3 4 SERVICE ENTRANCE C139 20 D04 STEEL 2'-0'x 7'-o"x 1 3/4" F02 H.M. VISION PANEL -0"x7'-0"x1 3/4" C139A 0 D03 INSULATED MTL 2'-0"x 7'-0"x 13 4" F02 MTL. FITNESS CENTER C200 0 D08 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. BILLIARDS ROOM - TOILET ROOM C204 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. STORAGE C214 45 D01 SOLID CORE WD 3'-0"x 7'-0"x 1 3/4" F02 H.M. CABLE ROOM C215 45 D01 SOLI CORE WD 3'-0"x 7'-0"x 1 3/4" F02 H.M. 3'-0x 7' D"x 1 3/4CORRIDOR C223 45 D03 SOLID CORE WD 07H M -Sx 7-Dx13 4/4"O U ICI Ty ROOM C226 45 DO! SOLID CORE WD I 3' -O"x 7' 0"x 1 3FO 4-- � C27 5D01 SOLID CORE WD 3'-0"x-0xLAUNiRY 3/4" F)L H.M. HOLD OPEN S rA'R1 I C228 60 D01 STEEL I3'-0x 7-0"x 1 3/4FOI H ST AIR 2 C229 60 STEEL 3'-0"x 7' O"x 1 3/4" F01 H.M. I I I � I I S - WOOD WINDOW- WOOD WINDOW- SEE INTERIOR SEE INTERIOR DRAWINGS DRAWINGS �IIIIIIII IIII IIIi IIII' II I, IIIII�II IIII II1I II. �IIiI' — 1TIIIJI 'IiII III LII IIII' 'IIII I El wc n J D F 2" VARIES 2" II F01 cry w Q I D10 F02 NOTES: 1. ALL EXTERIOR WINDOWS TO BE 'PARADIGM UNITEC SERIES' VINYL WINDOWS 2. UNIT THFRML VALUE 0.33 IL'I'IIIIIiIfIIII,I �S�IIIIIIIiIII �-- IIIIIIII'' IIIIIIIII,iI IIIIIIII,IilI 'IIIIIIIIIIItlIIII IIIIrII SI.IIlIIIIIi — III�i It i'J l III�IIIIII 1IIIIIIII� IIIII1IiIi_ II' � IiiIIIIIII IIIII lIIIIIILiI IlIIIIjIam _. -��.IIIIIIIII II.L�IiIIIIII.IiII _- �;(I(IIII III(IIIIII. �IIIIIII�II ILIII.III,II IIIIIII 7 r - �00 �o I - - - - - - - DOOR SCHEDULE VARIES Q DOOR — - - �— - - - - -- - - II E - - - ---- - - fi I - - - -- - _ -R E A R K S LOCATION MM'a (SEE SPECIFIC A - - O cR, FOR HAD E TYPE SIZE TYPE ST. B H TAL 3' 6 PANELENTRANCE INTO UNIT U01 20 D01 HOLLOW ME PATIO UO2 0 D02 INSULATED FIBERGLASS 2'-10"x 6'-8"x 1 3/4" F02 MTL VARIOUS UO3 0 D01 MDF 3'-0"x 6'-8"x 1 3/8" 03 IND. SLIDER U04 0 D01 MDF 2 2'-0"x 6'-8"x 1 3/8" F03 WD. MDFSLIDER U05 0 D01 (2) 2'-6"x 6'-8"x 1 3/8I F03 WD, SLIDER U0600 D01 MDF (2) 3'-0"x 6'-8"x 1 3/8" F03 WD. PANTRY U07 0 D01 MDF 2'-0"x 6'-8"x 1 3/8" F03 WD, UTILITY CLOSET U08 0 D01 MDF 2'-6"x 6'-8"x 1 3/8" F03 WD. —T VESTIBULE C100 0 D10 MTL/ GLASS 12'-0" x 7'-0" PROVIDED AND INSTALLED BY SUPPLIER; CORRD. W/ POWER REQMNTS' C100A 0 D10 MTL/ GLASS 12'-0" x 7'-0" PROVIDED AND INSTALLED BY SUPPLIER; CORRD. W/ POWER REQ'MNTS' PREHUNG WOOD SCREENED PORCH - FRAME MAIL ROOM - - LIBRARY C103 0 INSULATED MTL (2) 3'-0"x 7'-0"x 1 3/4" F02 MTL. LOUNGE 104 MULTI -PURPOSE ROOM C105 0 D06 MDF (2) 3'-0"x 7'-0"x 1 3/4" F02 H.M. C105A 0 D01 MDF 3'-O"x 7'-0"x 1 3/4" F02 H.M. C105B 0 D01 MDF (2) 3'-O"x 7'-0"x 1 3/4" F02 H.M. TOILET ROOM WOMENS C106 0 D01 MDF 3' 0"x 7' 0 x 1 3/4" F02 H.M. TOILET ROOM-MEN'S C107 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02H.M. BISTRO C108 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. MAIN DINING ROOM C109 0 D05 MDF (2) 3'-0"x 7'-0"x 1 3/4" F02 H.M. C109A 0 D05 INSULATED MTL (2) 3'-0"x 6'-8"x 1 3/4" F02 MTL. WITH 12" TRANSOM -0"x 6'-8"x 1 3/4" F02 MTL. WITH 12" TRANSOMC109B 0 D05 INSULATED MTL (2) 3' M . L C109C 0 D05 INSULATED MTL (2) 3'-0"x 6'-8"x 1 3/4" F02 MTL. WITH 12" TRANSOM PRIVATE DINING ROOM C110 0 D05 MDF (2) 3'-0"x 7'-0"x 1 3/4" F02 H.M. GIFT SHOP C111 0 D08 MDF 3'-0"x 7'-O"x 1 3/4" F02 H.M. ACTIVITIES ROOCl 12 0 D06 DF 23-0x 7-0x 1 3/4F02 H, 0 BEAUTY SHOP C113 0 D08 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. SCREENED PORCH C114 0 D06 INSULATED MTL (2) 3'-O"x 7'-0"x 1 3/4" F02 MTL. -0x 7'-0"x 1 3/4"EXECUTIVE OFFICE C115 0 D01 MDF 3' F02 H.M. BUSINESS OFFICE C116 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 HM POCKET DOOR, VISION PANE 3 - -- - -- - -- - - -_ - - -- _ - C1- 2 , - - - - r-- - - - H- - iM - _ ... - - - - - - I - - - - --- - - ----- -- - - _ MARKETING OFFICE C117 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. LL_ SUPPLY CLOSET C118 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. CART STORAGE - KITCHEN C120A 0 D01 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. C120B 0 D01 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M, C120C 0 D11 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. VISION PANEL C120D 0 D04 STEEL (2) 3'-0"x 7'-0"x 1 3/4" F02 H.M. DOUBLE ACTING, VISION P AN E L C120E 20 D01 SOLID CORE WD (2) 3'-0"x 7'-0"x 1 3/4" F02 H.M. 0 D04 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F02 MTL. VISION PANEL CORRIDOR (MAIN STREET) C123 45 D03 SOLID CORE WD (2) 3'-0"x 71 1 3/4" F02 H.M. WATER HEATER ROOM C124 45 D03 STEEL 3-0"x 7'-0"x 1 3/4" F02 H.M. 2 PANEL, PANIC HARDWARE ELECTRICAL PANEL RM. C124A 45 D01 STEEL 3'-O"x 7'-0"x 1 3/4" F02 MTL. 2 PANEL, PANIC HARDWARE C124B 45 D01 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F02 H.M. PANIC HARDWARE ELEVATOR ROOM C125 45 D03 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. RESIDENT LAUNDRY RM. C126 45 D01 TEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. HOLD OPEN COMMERCIAL LAUNDRY RM C127 45 D01 STEEL 3'-0"x 7'-O"x 1 3/4" F02 H.M. STAIR 1 C128 60 D04 STEEL 3'-0"x 7'-0"x 1 3/4" F01 H.M. PANIC HARDWARE, CLOSER C128A 0 D03 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F01 MTL. PANIC HARDWARE, CLOSER STAIR 2 C129 60 D04 STEEL 3'-0"x 7'-0"x 1 3/4" F01 H.M. PANIC HARDWARE, CLOSER C129A 0 D03 INSULATED MTL 3'-0"x 7'-O"x 1 3/4" F01 MTL. PANIC HARDWARE, CLOSER STAIR 3 C130 60 D04 STEEL 3'-0"x 7'-0"x 1 3/4" F01 H.M. PANIC HARDWARE, CLOSER C130A 0 D03 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F01 MTL. PANIC HARDWARE, CLOSER STAIR 4 C131 60 D04 STEEL 3-0% 7'-0"x 1 3/4" F01 H.M. PANIC HARDWARE, CLOSER C131A 0 D03 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F01 MTL. ELEVATOR ROOM C132 45 D03 STEEL 3'-0"x 7'-O"x 1 3/4" F02 HM JANITOR'S CLOSET C133 0 D03 MDF 3'-0"x 7'-O"x 1 3/4" F02 H.M. RESIDENT LAUNDRY RM. C134 45 D01 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. HOLD OPEN EMPLOYEE LOUNGE C135 20 D01 SOLID CORE WD 3'-0"x 7'-0"x 1 3/4" F02 H.M. TOILET ROOM C135A 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. PANEL ROOM C136 45 D01 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. 2 PANEL, PANIC HARDWARE C136A 45 DQ1 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. 2 PANEL, PANIC HARDWARE 3'-0x 71-0:x 1 3 4"CORRIDOR C137 45 D03 SOLID CORE WD 2-o"x 7'-0x 1 F02 H.M. 3-0 x 7-0x 3 4 SERVICE ENTRANCE C139 20 D04 STEEL 2'-0'x 7'-o"x 1 3/4" F02 H.M. VISION PANEL -0"x7'-0"x1 3/4" C139A 0 D03 INSULATED MTL 2'-0"x 7'-0"x 13 4" F02 MTL. FITNESS CENTER C200 0 D08 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. BILLIARDS ROOM - TOILET ROOM C204 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. STORAGE C214 45 D01 SOLID CORE WD 3'-0"x 7'-0"x 1 3/4" F02 H.M. CABLE ROOM C215 45 D01 SOLI CORE WD 3'-0"x 7'-0"x 1 3/4" F02 H.M. 3'-0x 7' D"x 1 3/4CORRIDOR C223 45 D03 SOLID CORE WD 07H M -Sx 7-Dx13 4/4"O U ICI Ty ROOM C226 45 DO! SOLID CORE WD I 3' -O"x 7' 0"x 1 3FO 4-- � C27 5D01 SOLID CORE WD 3'-0"x-0xLAUNiRY 3/4" F)L H.M. HOLD OPEN S rA'R1 I C228 60 D01 STEEL I3'-0x 7-0"x 1 3/4FOI H ST AIR 2 C229 60 STEEL 3'-0"x 7' O"x 1 3/4" F01 H.M. I I I � I I S �00 �o I - - - - - - - DOOR SCHEDULE VARIES Q DOOR — - - �— - - - - -- - - II E - - - ---- - - fi I - - - -- - _ -R E A R K S LOCATION MM'a (SEE SPECIFIC A - - O cR, FOR HAD E TYPE SIZE TYPE ST. B H TAL 3' 6 PANELENTRANCE INTO UNIT U01 20 D01 HOLLOW ME PATIO UO2 0 D02 INSULATED FIBERGLASS 2'-10"x 6'-8"x 1 3/4" F02 MTL VARIOUS UO3 0 D01 MDF 3'-0"x 6'-8"x 1 3/8" 03 IND. SLIDER U04 0 D01 MDF 2 2'-0"x 6'-8"x 1 3/8" F03 WD. MDFSLIDER U05 0 D01 (2) 2'-6"x 6'-8"x 1 3/8I F03 WD, SLIDER U0600 D01 MDF (2) 3'-0"x 6'-8"x 1 3/8" F03 WD. PANTRY U07 0 D01 MDF 2'-0"x 6'-8"x 1 3/8" F03 WD, UTILITY CLOSET U08 0 D01 MDF 2'-6"x 6'-8"x 1 3/8" F03 WD. —T VESTIBULE C100 0 D10 MTL/ GLASS 12'-0" x 7'-0" PROVIDED AND INSTALLED BY SUPPLIER; CORRD. W/ POWER REQMNTS' C100A 0 D10 MTL/ GLASS 12'-0" x 7'-0" PROVIDED AND INSTALLED BY SUPPLIER; CORRD. W/ POWER REQ'MNTS' PREHUNG WOOD SCREENED PORCH - FRAME MAIL ROOM - - LIBRARY C103 0 INSULATED MTL (2) 3'-0"x 7'-0"x 1 3/4" F02 MTL. LOUNGE 104 MULTI -PURPOSE ROOM C105 0 D06 MDF (2) 3'-0"x 7'-0"x 1 3/4" F02 H.M. C105A 0 D01 MDF 3'-O"x 7'-0"x 1 3/4" F02 H.M. C105B 0 D01 MDF (2) 3'-O"x 7'-0"x 1 3/4" F02 H.M. TOILET ROOM WOMENS C106 0 D01 MDF 3' 0"x 7' 0 x 1 3/4" F02 H.M. TOILET ROOM-MEN'S C107 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02H.M. BISTRO C108 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. MAIN DINING ROOM C109 0 D05 MDF (2) 3'-0"x 7'-0"x 1 3/4" F02 H.M. C109A 0 D05 INSULATED MTL (2) 3'-0"x 6'-8"x 1 3/4" F02 MTL. WITH 12" TRANSOM -0"x 6'-8"x 1 3/4" F02 MTL. WITH 12" TRANSOMC109B 0 D05 INSULATED MTL (2) 3' M . L C109C 0 D05 INSULATED MTL (2) 3'-0"x 6'-8"x 1 3/4" F02 MTL. WITH 12" TRANSOM PRIVATE DINING ROOM C110 0 D05 MDF (2) 3'-0"x 7'-0"x 1 3/4" F02 H.M. GIFT SHOP C111 0 D08 MDF 3'-0"x 7'-O"x 1 3/4" F02 H.M. ACTIVITIES ROOCl 12 0 D06 DF 23-0x 7-0x 1 3/4F02 H, 0 BEAUTY SHOP C113 0 D08 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. SCREENED PORCH C114 0 D06 INSULATED MTL (2) 3'-O"x 7'-0"x 1 3/4" F02 MTL. -0x 7'-0"x 1 3/4"EXECUTIVE OFFICE C115 0 D01 MDF 3' F02 H.M. BUSINESS OFFICE C116 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 HM POCKET DOOR, VISION PANE 3 - -- - -- - -- - - -_ - - -- _ - C1- 2 , - - - - r-- - - - H- - iM - _ ... - - - - - - I - - - - --- - - ----- -- - - _ MARKETING OFFICE C117 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. LL_ SUPPLY CLOSET C118 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. CART STORAGE - KITCHEN C120A 0 D01 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. C120B 0 D01 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M, C120C 0 D11 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. VISION PANEL C120D 0 D04 STEEL (2) 3'-0"x 7'-0"x 1 3/4" F02 H.M. DOUBLE ACTING, VISION P AN E L C120E 20 D01 SOLID CORE WD (2) 3'-0"x 7'-0"x 1 3/4" F02 H.M. 0 D04 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F02 MTL. VISION PANEL CORRIDOR (MAIN STREET) C123 45 D03 SOLID CORE WD (2) 3'-0"x 71 1 3/4" F02 H.M. WATER HEATER ROOM C124 45 D03 STEEL 3-0"x 7'-0"x 1 3/4" F02 H.M. 2 PANEL, PANIC HARDWARE ELECTRICAL PANEL RM. C124A 45 D01 STEEL 3'-O"x 7'-0"x 1 3/4" F02 MTL. 2 PANEL, PANIC HARDWARE C124B 45 D01 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F02 H.M. PANIC HARDWARE ELEVATOR ROOM C125 45 D03 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. RESIDENT LAUNDRY RM. C126 45 D01 TEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. HOLD OPEN COMMERCIAL LAUNDRY RM C127 45 D01 STEEL 3'-0"x 7'-O"x 1 3/4" F02 H.M. STAIR 1 C128 60 D04 STEEL 3'-0"x 7'-0"x 1 3/4" F01 H.M. PANIC HARDWARE, CLOSER C128A 0 D03 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F01 MTL. PANIC HARDWARE, CLOSER STAIR 2 C129 60 D04 STEEL 3'-0"x 7'-0"x 1 3/4" F01 H.M. PANIC HARDWARE, CLOSER C129A 0 D03 INSULATED MTL 3'-0"x 7'-O"x 1 3/4" F01 MTL. PANIC HARDWARE, CLOSER STAIR 3 C130 60 D04 STEEL 3'-0"x 7'-0"x 1 3/4" F01 H.M. PANIC HARDWARE, CLOSER C130A 0 D03 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F01 MTL. PANIC HARDWARE, CLOSER STAIR 4 C131 60 D04 STEEL 3-0% 7'-0"x 1 3/4" F01 H.M. PANIC HARDWARE, CLOSER C131A 0 D03 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F01 MTL. ELEVATOR ROOM C132 45 D03 STEEL 3'-0"x 7'-O"x 1 3/4" F02 HM JANITOR'S CLOSET C133 0 D03 MDF 3'-0"x 7'-O"x 1 3/4" F02 H.M. RESIDENT LAUNDRY RM. C134 45 D01 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. HOLD OPEN EMPLOYEE LOUNGE C135 20 D01 SOLID CORE WD 3'-0"x 7'-0"x 1 3/4" F02 H.M. TOILET ROOM C135A 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. PANEL ROOM C136 45 D01 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. 2 PANEL, PANIC HARDWARE C136A 45 DQ1 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. 2 PANEL, PANIC HARDWARE 3'-0x 71-0:x 1 3 4"CORRIDOR C137 45 D03 SOLID CORE WD 2-o"x 7'-0x 1 F02 H.M. 3-0 x 7-0x 3 4 SERVICE ENTRANCE C139 20 D04 STEEL 2'-0'x 7'-o"x 1 3/4" F02 H.M. VISION PANEL -0"x7'-0"x1 3/4" C139A 0 D03 INSULATED MTL 2'-0"x 7'-0"x 13 4" F02 MTL. FITNESS CENTER C200 0 D08 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. BILLIARDS ROOM - TOILET ROOM C204 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. STORAGE C214 45 D01 SOLID CORE WD 3'-0"x 7'-0"x 1 3/4" F02 H.M. CABLE ROOM C215 45 D01 SOLI CORE WD 3'-0"x 7'-0"x 1 3/4" F02 H.M. 3'-0x 7' D"x 1 3/4CORRIDOR C223 45 D03 SOLID CORE WD 07H M -Sx 7-Dx13 4/4"O U ICI Ty ROOM C226 45 DO! SOLID CORE WD I 3' -O"x 7' 0"x 1 3FO 4-- � C27 5D01 SOLID CORE WD 3'-0"x-0xLAUNiRY 3/4" F)L H.M. HOLD OPEN S rA'R1 I C228 60 D01 STEEL I3'-0x 7-0"x 1 3/4FOI H ST AIR 2 C229 60 STEEL 3'-0"x 7' O"x 1 3/4" F01 H.M. I I I � I I S 3 - -- - -- - -- - - -_ - - -- _ - C1- 2 , - - - - r-- - - - H- - iM - _ ... - - - - - - I - - - - --- - - ----- -- - - _ MARKETING OFFICE C117 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. LL_ SUPPLY CLOSET C118 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. CART STORAGE - KITCHEN C120A 0 D01 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. C120B 0 D01 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M, C120C 0 D11 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. VISION PANEL C120D 0 D04 STEEL (2) 3'-0"x 7'-0"x 1 3/4" F02 H.M. DOUBLE ACTING, VISION P AN E L C120E 20 D01 SOLID CORE WD (2) 3'-0"x 7'-0"x 1 3/4" F02 H.M. 0 D04 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F02 MTL. VISION PANEL CORRIDOR (MAIN STREET) C123 45 D03 SOLID CORE WD (2) 3'-0"x 71 1 3/4" F02 H.M. WATER HEATER ROOM C124 45 D03 STEEL 3-0"x 7'-0"x 1 3/4" F02 H.M. 2 PANEL, PANIC HARDWARE ELECTRICAL PANEL RM. C124A 45 D01 STEEL 3'-O"x 7'-0"x 1 3/4" F02 MTL. 2 PANEL, PANIC HARDWARE C124B 45 D01 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F02 H.M. PANIC HARDWARE ELEVATOR ROOM C125 45 D03 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. RESIDENT LAUNDRY RM. C126 45 D01 TEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. HOLD OPEN COMMERCIAL LAUNDRY RM C127 45 D01 STEEL 3'-0"x 7'-O"x 1 3/4" F02 H.M. STAIR 1 C128 60 D04 STEEL 3'-0"x 7'-0"x 1 3/4" F01 H.M. PANIC HARDWARE, CLOSER C128A 0 D03 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F01 MTL. PANIC HARDWARE, CLOSER STAIR 2 C129 60 D04 STEEL 3'-0"x 7'-0"x 1 3/4" F01 H.M. PANIC HARDWARE, CLOSER C129A 0 D03 INSULATED MTL 3'-0"x 7'-O"x 1 3/4" F01 MTL. PANIC HARDWARE, CLOSER STAIR 3 C130 60 D04 STEEL 3'-0"x 7'-0"x 1 3/4" F01 H.M. PANIC HARDWARE, CLOSER C130A 0 D03 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F01 MTL. PANIC HARDWARE, CLOSER STAIR 4 C131 60 D04 STEEL 3-0% 7'-0"x 1 3/4" F01 H.M. PANIC HARDWARE, CLOSER C131A 0 D03 INSULATED MTL 3'-0"x 7'-0"x 1 3/4" F01 MTL. ELEVATOR ROOM C132 45 D03 STEEL 3'-0"x 7'-O"x 1 3/4" F02 HM JANITOR'S CLOSET C133 0 D03 MDF 3'-0"x 7'-O"x 1 3/4" F02 H.M. RESIDENT LAUNDRY RM. C134 45 D01 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. HOLD OPEN EMPLOYEE LOUNGE C135 20 D01 SOLID CORE WD 3'-0"x 7'-0"x 1 3/4" F02 H.M. TOILET ROOM C135A 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. PANEL ROOM C136 45 D01 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. 2 PANEL, PANIC HARDWARE C136A 45 DQ1 STEEL 3'-0"x 7'-0"x 1 3/4" F02 H.M. 2 PANEL, PANIC HARDWARE 3'-0x 71-0:x 1 3 4"CORRIDOR C137 45 D03 SOLID CORE WD 2-o"x 7'-0x 1 F02 H.M. 3-0 x 7-0x 3 4 SERVICE ENTRANCE C139 20 D04 STEEL 2'-0'x 7'-o"x 1 3/4" F02 H.M. VISION PANEL -0"x7'-0"x1 3/4" C139A 0 D03 INSULATED MTL 2'-0"x 7'-0"x 13 4" F02 MTL. FITNESS CENTER C200 0 D08 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. BILLIARDS ROOM - TOILET ROOM C204 0 D01 MDF 3'-0"x 7'-0"x 1 3/4" F02 H.M. STORAGE C214 45 D01 SOLID CORE WD 3'-0"x 7'-0"x 1 3/4" F02 H.M. CABLE ROOM C215 45 D01 SOLI CORE WD 3'-0"x 7'-0"x 1 3/4" F02 H.M. 3'-0x 7' D"x 1 3/4CORRIDOR C223 45 D03 SOLID CORE WD 07H M -Sx 7-Dx13 4/4"O U ICI Ty ROOM C226 45 DO! SOLID CORE WD I 3' -O"x 7' 0"x 1 3FO 4-- � C27 5D01 SOLID CORE WD 3'-0"x-0xLAUNiRY 3/4" F)L H.M. HOLD OPEN S rA'R1 I C228 60 D01 STEEL I3'-0x 7-0"x 1 3/4FOI H ST AIR 2 C229 60 STEEL 3'-0"x 7' O"x 1 3/4" F01 H.M. I I I � I I S I I I � I I S I S T I I I I I II I- I I. I I I I I II i' I I , I � I I I �f I I I I. I -A I II I I , I , I it I Ii I I 'I I' I I I I I I I II i r II I II I I S I (I I I I I I, I I I I I I I I� li I 11 I I: I I I 1 f—' I I I I I' i I I I I I II I� 1 I I i it I II I I, 1 I I II - - - - -- II T S } III - F 0 1 -- H . . M I - - . .-. - - - - - - - - III - STAIR 3 C230 60 STEEL STAIR4 C231 ST�E3DO 3/4" 0 x 7 0 x 1 F0i d C2345 D03 MDF 33/4" 0„x 7 O x 1 FO2 H.M.TELEPHONE/CABLE iS I IJANITOK'S CLOSE- C233 0 D01 MDF 3' O x 7' O x i 3 - O 2 H M4 RrSfnLvT LAUNDRYC234 45 D01 SO! CO WC 7 O„x 1 3 4„ FL H. I HOLD OPEN PANEL ROOM C236 45 D01 0x 7'-0"x 1 3/4" F02 iSOLID CORE WD 3'-0"x T-D"x 1 3/4" C237D03 SOID CORE 4D H. Mi. 45 DO 13/j \ III - _--- _- - - - -- - - - - - - - � - T I I - � 2 - rNh Hi i .-... MMM V v . .... _ - � - - I - - - -- - - - E -- - -- - -- - -- - - - - -- _-----_------------__------ - �_ II! -I'----- ----- T 1-- --- ------ ---i------- -----:------- -- -------- 7- --_- ----- ;- -- -- -� � -- i M .. --; - ------ 45STORAGE D01 SOLID CORE WD 3' -O"x 7'--0"x 1 3F02 hM TOILEROOM I C304 0 I DOi MDF 3'-v /-0'x i 3/4" CLOSET 20 D01 MDF _0 7' O"x 1 3/4" FO, H.M. STORAGE C314 45 SOLID CORE WD 3'-Ox /-0'x 1 3/4" F02 h.M. - - 102TESE/CABLC315 45 D01 S L1 CORRIDOR C323 4D03 SOD CORE 3'-D"x 7' 0"x ? 3/" 5 F02 -4x2Dx 4 IUTILITY C326 45 D01 SOLID CORE WD 3'-O"x -0"x 3/4" =02 H.M. ��7 45 Dl ,OLICUPr WD 3'--Ct'x 7'--Oi'x 34„ HOLD OPENO RESIDENT LAUNDRY CFCSTAIR 1 D04 STEEL 3_0"x 1,-0"x 1 3/4" 7, C29 60STAIR 2 D04 STEEL 3'-0"x 7'-0x 1 3/4" F0 C330 )�S AIR 3 STEEL 3'-0"x 7'-0"x13/4" - --3/4" F01STAIR 4 C331 60 D04 STEEL 3-0'x ,_0'x 1 MDF PANEL ROOM I C332 45 i D033-0'x 7;-O" 1 3/4" F02 HM JANITOR'S CLOSET C333 0 DO! MDF 3-0'x 7 0x 1 /4' 1 F02 H.MI. D01 SOLID CORE WD 3'-O'x 7 -0'x 1 3/4" F02 H.M. HOLD OPENRESIDENT LAUNDRY ;C334 45 OMC336 �01 SOLID CORE WD 3 O"x 7' O"x 1 3/4" F02 H.M. 3'-D x'x14" CORRIDOR C337 5 DO-3 SOLID CORD WD 1'-6"x 7' D"1 3 4" FOL H.M. 1 STORAGE C338 45 DOI 1 SOLID CORE IND 1 3-O'x 7'-O'x 1 3/4" H.M - ---- ---- tiJ I-- II- I 0 I 3 w w D!f U 0 4, U 0 u, U 0 w F 0 U 3 o z U U A A A w � 0 c 0 5 w 0 0 0 a, 0 rx a 0 r a A _0 - 0 +'C14 o 0 0 0 0 O 0 M 0 vi o 0 0 0 0 0 p v, t0 L L Q 0 c 0 ac m > O A .a c co a 0 c ro � E -c 0 cc J N J � E 2 Qo U0 0z U) <c Ycc � �o 2� J 0 LL N Q U c `_ 0 0 >, '0 r c aro v, 0c Qo a� N L c �E �a N � � I c 9 1 U) Q -0 c a)N c O c U _ (0 L w cc > E (D t c(n O L� C O O cU m �n +1 0 c� A :3o �j cn c � �E wo 450 ^ N U N L a> a ►� V 1 M O U ON � QU 0 x c fl a II,_> � N �r w L . rm� 1- A °' O c rn� O c) Q a Qv c�1 I � � A � 0 N �0)c I � � � I I jai NE Inc LN 00 O I _ W c C? yam\ A a I I I I cv Wcu ._ I I s c I ry \J W 0 qy `6m,� ' W es C oQ° U UJ C2 `oy0 I i EC C3 Q . -� > LL O w IL '- a z <Q 0 a-. L) — I f— d (J O O O � W cn .T . E +' O y Prno. a CW by; ,nl� .�h� n � 97 � 2006 .068.00 Q SL F+ NOV 2006 I y �� E -- �- s` I app; coved bye AS NO I D � O Sheet no. U c �E 0 N 0 9) A�7 9 fl. O �c a t cn UCo � `l, 1 2 3 4 5 6 7 8 PULL SIDE 18 PUSH SIDE �,��.-� •_ ALL WINDOW HARDWARE TO MIN. i PULL SIDE PUSH SIDE r� X �� 60" 12" MIN. 36" MIN. 12" MIN. ! MEET REACH RANGE HEIGHT I. �' '' •���'° •��¢'��= " ' - ' - - - - - - - - - - - r--------------t--------- 54" MIN. 54' MIN. REQUIREMENTS (TYP.) c oe r , r - _ ® D� ' '� ; - ; � � CD E ♦ ♦------------------------------------ - _ I c 0 c"I i'�: ---------------- CD I --- CO �� El I_--- -- _ LIVING R00�) I W - 0 0 --- \ ! / BATH O CARPET 0 C\_\_� i \ % " 0 0 L 11 1 77 NOTE:-- ------ I X=36' MIN. IF Y=60" Y=48" MIN. IF DOOR HAS I � � �' ! i1 I BEDROOM 36" MIN. i I I 0 � A ALL DOORS IN ALCOVES SHALL COMPLY WITH X=42" MIN. IF Y=54" BOTH A CLOSER AND LATC -- THE CLEARANCES FOR FRONT APPROACHES (D) T-SHAPED 6" MIN i; ' i CARPET I ! C 60 DIAMETER SPACE SPACE FOR 180" TURNS -----------------.______ 0 - X=12" IF DOOR HAS BOTH �- - c� - --_ A CLOSER AND LATCH. - I t- 0 0 FRONT APPROACH - SWINGING DOORS SLIDING & FOLDING DOORS HINGE SIDE APPROACH - S I GI G DOORS SLIDI G OLDI DOO - �__ architecture engineering c� / W N N / N F NG RS WHEELCHAIR TURNING SPACE z 0 ( �� interiordesign+IandpIannIng >,c - I I (�� 2525 Holicong Rd., P.O. box 667 0 FOR MASONRY OPENING SEE 24" 215794�945pA gsi966g26r L CABINET MANUFACTURER PULL SIDE 24" I - I MIN. PUSH SIDE 24" PANTRY 0 ---- -- _-- MIN. MIN. vl--- VINYL GROUT SOLID r----- ----- ------ ----� „ 1 �- - - O BEHIND CABINET 32 MIN. 32 MIN. -� ( ( a E (n Z F o ° LC EAR I >_ x L1 O o ® I I 0 ���,------------------------------------------ _ E LIVING ROOM VINYU F1---------' ®i FIRE FRONT PLAN SIDE CARPET i \\ I ,/ I I �_-- ' I I I I 0 N EXTINGUISHER ELEVATION ELEVATION Y=54" MIN. IF DOOR X=12" IF DOOR HAS BOTH NOTE: PROVIDE HC HARDWARE & \} - FIRE EXTINGUISHER HAS A CLOSER. A CLOSER AND LATCH. THRESHOLDS, TYPICAL (A) HINGED DOOR (B) SLIDING DOOR O o T `\ CABINET - -------------- -- ------------- --- - - - - - - , - 0 O L I ( L > � � ------------- VINYL I 1 I FIRE EXTINGUISHER/CABINET MOUNTING HEIGHTS LATCH SIDE APPROACH - SWINGING DOORS/ SLIDING & FOLDING DOORS ---------------- --------------- ---------- I ji1 II I .0 C i' _ I✓I IYL - I I c0 ALL WINDOW HARDWARE TO MEET REACH RANGE HEIGHT PLASTIC LAMINENET 32" MIN. �- _o COUNTER TOP REQUIREMENTS (TYP.) I i NOTE: ! I c B � WATER SUPPLY &DRAIN PIPES �- _---- - 31 U EVER TYPE SHALL BE FX� zo 3 W 3 J 3 CN Q CLEAR i MIRROR DLES INSULATED OR OTHERWISE N 0 " oD-1 FLOOR o ,� QLCONFIGURED TO •-1 TYPE A ACCESSIBLE UNIT # 105 & 205 2 TYPE A ACCESSIBLE UNIT # 112 W� W>� > u: fs �4 �s' U_ SPACE c z o o CLEAR =� 7 M MIN., < z - >� PROTECT AGAINST CONTACT. L(O-) - -----------------J d FLOOR 7= o c� � - z oo a SHALL w W 0 SPACE 30' IN. oo 'Y' co ! _I ---- - `� °' w 8 - NO TBE NOHERE SHARP OR ABRASIVE ADA-1 SCALE: 1/4"=V-0" �A-SCALE: 1/4"=P-0" z z z 0 Q 60" "' N N IN. - SURFACES (C) FOLDING DOOR (D) MAXIMUM DOORWAY DEPTH r� u� U ) MIN. CABI ET 6"MIN UNDER LAVATORY & SINKS. x x x BEYOND I; MIN. 60" 7"MI , 0 0 o co c MIN. COUNTER MOUNTED v LAVATORY 3 3 "' "' "' c W Y� f cn BATH/SHOWER KITCHEN SINK LAVATORY CLEARANCES DOOR OPENING CLEARANCES z z z Q A A _ I5 sinmin �7 q w C, ��!] ��/] U J Q 455 PANTRY ~LL W 0 r-------------- VINYL I » o o VINYL CO) 30 x48 CLR. Q Q Q SPACE IN FRONT y- o I I OF RANGE00 0 i 30%48" CLR. _ - a N ° 0. U) . ; �'� € I SPACE IN FRONT �' I 0 c tt3 # f # OF RANGE 60 DIAMETER o 0 0 0 0 0 o Q- £a / \ J (V cn p o O d 0 C i ! / / ! I I CLEAR SPACE � � N .-cn ,- -� N N rn cn ,n ++ 60" DIAMETER \ I I � `�' `" 0 CLEAR SPACE / \ r-----------i j o 0 0 0 0 0 0 E CO � I o { 2 f �' 1 30"x48" CLR. 0 /------------ @ I- C 05-4$5 I FRONT � 0 1 INSULATE I PIPE m TCH - - - fn - 5a� ----------------- OF SINK 0 I I I AS REQUIRED 0 O U 1 w ,e-- . ��-----.,F...... w _. 48 unin 1 1 VI N YLl z 0 I 122 _M... - - - = 1 I- I c rg 1220 \\ / 34" HIGH COUNTER - v \ // ! I c / N 34" HIGH a_ \ / I COUNTER 3 cn \ I _ C 0 rn PARALLEL AND FORWARD PARALLEL APPROACH FORWARD APPROACH LOCATION OF WATER CLOSET 24" RANGE ; i� ,/ i ILID c N 24" SINK i ! N APPROACH IN TYPE A DWELLING UNITS --- -- _ - ' - - -' I REMOVABLEABINET AT 30" c KITCHEN ' I WORK AREA 0 cco -__ 30 x48 CLR. m ----------- ---------- ------------- REQUIRED PIPE AS III I VINYL Y� I J Q) C: INSULATE C SPACE FIN a 0 FRONT OF SINK c`) E > ' ti ? I eE r i 2, 6" - - - - - - - - REMOVABLE I i � N k�;:�r'� IiF 4�3 F / r X �A I I I 0 L ;<j� r� ? E cm c 3•_1 CABINET AT 30" , I I -0 0 �t E 9" 2'-8" 5'-7"" � � . � cxs ? � µ cxs WORK AREA I I ! I t# c?7 v ^ I I N Eta V ;,- t � 1 i t �l ICO Iva c �. _ `_'�C` f t �.+�, S .i� O V _._........, ` '7 _._.___-_...fie max V� A o 635 510 � -� � v; c 24 m 10 max. � TYPE A ACCESSIBLE UNIT # 105 & 205 TYPE A ACCESSIBLE UNIT # 112 � o m w 610 trax- 3 TCHEN LAYOUTrT*�KITCHEN LAYOUT w a tt_ t tt tt t 11 D OBSTRUCTED HIGH OBSTRUCTED HIGH UNOBSTRUCTED OBSTRUCTED HIGH UNOBSTRUCTED HIGH OBSTRUCTED HIGH A�A-lSCALE: 1/2 -1-0 �A-lSCALE: 1/2 =1-0 Q ui FORWARD REACH FORWARD REACHr FORWARD REACH SIDE REACH SIDE REACH SIDE REACH Q o U �+ N 0 0 0 0 0 0 `� a� 0 U QO 2 -0» c 0 M N Q0 N � 2 i MAX 8 I 4 1 ao - LID I [� X o a X o X n 30"x48" CLR. • N Z ' Z Z SPACE IN FRONT I Iorf 0 A °c' z o 00 � 00 � OF SINK m I h r7 r�l _ m N MAX M M �'-o" 34" HIGH SINK I I _-0 Q J60 x 56" - - - - - - - - CLEAR SPACE REM(TYPOVABLE WITH c 41 TOILET ELEV W T.P. TOWEL BAR @ DOOR MIRROR LIGHT FIXTURE SHOWER ELEV SHOWER ELEV TOWEL BAR @ TOWEL BAR TOILET ELEVATION MEDICINE CABINET REMOVABLE , \ N < I--� v �I N c HOLDER AT SIDE SHOWER - - _ __________ J CABINET % _ _ - _ _ n 0) o - I -- c T NOTE: -�i 60" DIAMETER -- ----- - ' / ; o) •0 NOTE: E: R �, F AREA OF SOLID NOTE: PROVIDE HC. APPROVED j I! - CLEAR SPACE ----_____-_-_____- ---- - --- -- '� I ~ N PROVIDE SOLID BLOCKING IN WALLS OR \ BATH \ " ALL FIXTURES, CABINETRY, ETC. TO �, / � j \ 1 j l ;� /�!I. _1-_ �4 u� c COMPLY WITH SECTION 5 OF PHAAG HANDICAPPED ADArTABI�ITY OF FIXTURE BLOCKING FOR FAUCETS, CONTROLS, TYPICAL -- U E )L_ _ f {I.E- GRAB BARS) GRAB BARS ' \ \ \`,\VINYL `�_ / 60" x �6" T - -- -- --- ---- M I j - N CLEAR SPACE c - ---- --- ---- --------- -- --- ---_ - --- -- P R OVI D E SOLID I \. `\' A T H ! I f E' I - / - -- ---------------- BLOCKING AND +�� .�_. -' ! I - o 'i• 0 WOOD ' ! I �' ! I c ' GRAB BARS I V N Y� ! �S I ' 0 ro WOOD BLOCKING - I c 0 /- FULL HEIGHT AT I \�\ �� I i \ i j ' c J 0 \ I EACH STANDARD. I \I � � ! � �%� - 60 DIAMETER I I , I � III I � ' I - / \P4 I- �I 1 4 ROD` I� j l I �i �W 00 BIRCH OR POPLAR \ CLEAR SPACE i; \ N CC II Ij VENEER PLYWD tiN/ OP SHELVES I 1�= ( ;I ! n I -- --- 30"x48" CLR. 1 --� ' a --a 4 HRDWD NOSING I �; � � /y 1 -4" PAINTED. ROUT - v�-- -� I F� I Sa CE I. FRONT I�---- _ - -yI A N SLOT IN BOT TO ��'` I -�`�- - I OF SINK I � I ! I -� _,-------- --�, I � � I � I I tfJ 0 -- - I Q - --- HOLD SHELF ON z°' ! E (� i'�� F ROViDL SOLID s" c 0 ' - - 34" HIGH SINK O 0 Lu 0 BRACKET. WOOD 0 W ra ,� I L -- - - TYP. WITH - �_ I 1- (TYP.) BLOCKING AND 1 REMMOVABLE -'/ / GRAB BARS] o �__=_______--� CABINET ! �= 0 2'-6" Q _� X c=====-___ - HEAVY -DUI- KNIFE x �, j - s X-`________ .� i jl I Ij x BRACKET �� - - j ® _ �1 _ 1� j _ ( Q > cG cb Q O �} I Z L - III TYPE A ACCESSIBLE UNIT #105 & 205 TYPE A ACCESSIBLE IT #112 � W a N I I! 30"MIN. ? L I lyi g M` - HEAVY DUTY `WALIL iz ! < < M - --- - -- - -- STANDARD { PERK___5�ATHROOM LAYOUT b ATHROU"' LAYOUT _ - - -- --y - CLOSET) R� F n ---- - - J o O 11 C L SET) V 3 J O C. I I I ifa 1 19 t9 _ i ft -._ _ z ! 4- SCALE: 1/2 --1-0 SCALE: 1/2 -1 -0 a U L s ADA_ 1 ---� - -�-- ---- � I ADA-1 <c - - - --- - -- --- -- - . _ __ ..----------- - - - _ - KiTCNEN COUNTER WORK. SURFACE ---- - Ln 1E STORAGE SHELVES AND CLOSETS --- - - j a � E __ --------- ----------- ------------..... ........._ .._...._.__._ .. _-._---- .� N - DWELLING U I I -TYPE A NOTES - c Q1 +� N iY -r r DWELLING UNIT -TYPE B NOTES 1002.5 DOORS DOORWAY 1003.11.3.1.1. LAVORATORItS r, r_• 2. EXTERIOR SLIDING DOORS ARE PERMITTED TO HAVE A 4» THRESHOLD HEIGHT IF 2. CABINETRY PERMITTED UNDER SINKS PROVIDE THE CABINETRY CAN BE - -- / - 1003.11.3.2.1.2 LAVATORY GROUND F�OOR_CLEARANCE-IEIGHT 1003.17_ KIITCHENS LOOK_ �J�cr_OC; I �� = Ca.-0 THE BEVELED EDGES SLOPE NO GREATER THAN L2. UNINSTALLED/REMOVED WITHOUT. REMOVING OR REPLACING SINK.-- 0 -- --- - - T M T 1. CABINETRY UNDER THE LAVORATORY IS PERMITTED PROVIDED THAT THE r c aQiJ: Cr ,"<e''C by. .,_, 1002.3 ACCESSIBLE ROUTES 10C3.4.2 CHANGES IN LEVEL ARE PERMITTED WITH EXCEPTIONS 1. PRIMARY ENTRANCE DOOR TO DWELLING 'UNIT SHALL BE ACCESSIBLE. SSE 1. POSITION THE CENTERLINE OF LAVATORY SINK WITH THE CENTERLINE OF THE 1. ALLEY KITCHENS SHALL HAVE A CLEARANCE OF 40" WIDE BETWEEN OPPOSING 0 f 1002.11.5.4 GRAB BARS 3. HIGHEST FINISH OF SINK RIM A, D OR COUNTER SHALL BE 34" MAX. HEIGHT. DIAGRAMS FOR FORWARD OR PARALLEL APPROACH. THRESHOLDS OF PRIMARY CABINET MAY BE UNINSTALLED WITHOUT RE -INSTALLING OR REPLACING LAVORATORY CLEAR FLOUR SPACE- BASE CABINETS LJUr 1. PROVIDE MIN. OF 1 ACCESSIBLE ROUTE LEADING FROM PRIMARY ENTRY DOOR i. WHERE EXTERIOR DECK, PATIO, OR BALCONY SURFACE MATERIALS ARE ENTRANCE DOORS SHALL NOT EXCEED 4". SINK. CLEAR FLOOR SPACE IS STILL REQUIRED UNDER �VORATORY CABINETRY. --- -- ----- ---------.-.----.-..-- rl -0 TO CONNECT ALL SPACES WITHIN DWELLING- ACCESSIBLE ROUTE SHALL NOT PASS , IMPERVIOUS THE FINISHED IMPERVIOUS SURFACE SHALL BE A MAXIMUM OF 4" T v c - I' r scale: 0=-p o Ou y, c T M 2. THE FRONT OF LAVATORY INK SHAD BE A MAX. OF 34' ABOVE THE FLOOR OR 2. U S!1APED KITCHENS WITH ALL APPLIANCES 0 J 3 CONTIGUOUS SIDES, y THROUGH SPACES THAT ARE BATHROOMS CLOSETS OR SIMILAR SPACES. RAH BARS SHALL BE REQUIRED TO CONFORM TO DIMENSION .SEE 4. EXPOSED KITC TEN SINK ANG/OR AVORA URY SINK PIPES SHALL BE INSULATED 1003.11.3.1.3.3 SHOWER COMPARTMENTS - DIAGRAM--- OR CONFIGURED TO PORTECT AGAINST DIRECT CONTACT. BELOW THE FINISHED FLOOR OF THE ADJACENT MAIN L!V!NG SPACE. 1003.1 ,.1.2 KNEE AND TOE CLEARANCE -ROUND, MEASURED TO THE HIGHER OF THE FIXTURE RIM OR COUNTER SURFACE. CLEARANCE BETWEEN ALL OPPOSING BASE WALL CABINETS SHALL BE 60" MINIMUM. AS NOTED Q U) 2. PROVIDE WHEELCHAIR TURNING SPACE ALONG THE ACCESSIBLE ROUTE. SEE 2. GRAB BARS MAY BE MOUNTED TO BLOCK REINFORCING PREVIOUSLY INSTALLED 5. PROVIDE FORWARD OR SIDE APPROACH TO ALL APPLIANCES EXCEPT 1003.5.1 PRIMARY ENTRANCE DOOR TO DWELLI G U IT 1. CLEAR FLOOR OR GROUND SPACE SHALL PERMITTED TO HAVE TOE AND KNEE 1. REINFORCING FOR SHOWER SEAT IS NOT REQUIRED FOR SHOWER COMPARTMENT 1003.11.3.2.3.1 BATHTUB CLEARANCE s�eet no. 0 0 DIAGRAM 304.3 (a) AND 304.3 (b). ON WALLS. GRAB BAR SIZE, MOUNTING HEIGHTS AND BAR LENGTHS SHALL DISHWASHERS. PROVIDE SIDE APPROACH TO EITHER SIDE OF DISHWASHER DOOR. CLEARANCE COMPLYING WITH SECTION 305 (ANSI 117.1 1998 EDITION) OVER 36" WIDE, > X 7 3. SLOPING FLOORS PERMISSIBLE WITH A SLOPE NOT STEEPER THAN 1:20. CONFORM AS NOTED ON ITEM 1 ABOVE. 1. THE REQUIRED MANEUVERING CLEARANCE (18" CLEAR SPACE AT PULL SIDE OF 1- IN FRONT OF BATHTUBS SHALL BE 30"X48" FROM THE FOOTEND OF TUB 6. CLEAR FLOOR SPACE SHALL BE CENTERED ON ALL KITCHEN/PLUMBING DOOR) IS NOT REQUIRED ON THE DWELLING UNIT SIDE (INTERIOR SIDE), 1002,11.2 GRAB BAR REINFORCEMENT 1003.11.3.2. OPTION B-BATHROOM FACILITIES cD 0 E 1002.11.6 BATHTUBS APPLIANCES EXCEPT DISHWASHER AS NOTED IN ITEM 5.PLUMBINGE 1003.11.3.2.3.2 SHO ER COMPARTMENTS 0 4. RAMPS, SLOPING FLOORS,RESIDENTIAL ELEVATORS AND/OR WHEELCHAIR 1003.5.2 USER PASSAGE DOORS 1. BLOCKING AND REINFORCEMENT IN THE AREAS WHERE GRAB BARS WILL BE 1. ONE OF EACH TYPE OF FIXTURE SHALL BE ACCESSIBLE AND - ._ , PLATFORM LIFTS MUST BE CONNECTED ALONG THE ACCESSIBLE ROUTE. 1. REMOVEABLE BATH SEATS ARE NOT REQUIRED. GRAB BARS NOT REQUIRED. INSTALLED IN THE FUTURE ARE ACCEPTABLE FOR ADAPTABLE DWELLING UNITS COMPLY WITH MOUNTING HEIGHTS AS DESCRIBED 1. IF THE SHOWER IS THE ONLY BATHING FACILITY IN THE DWELLING UNIT, IT U 0 t rj CONTRACTOR TO INSTALL BLOCKING FOR FUTURE GRAB BAR INSTALLATION. 1. CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING OF 31j" MIN. CLEAR 2, GRAB BARS AND REINFORCEMENT ARE NOT REQUIRED IN POWDER ROOMS, r T SHALL_ BE A MINIMUM OF 36"X36"- NO REINFORCEMENT/BLOCKING REQUIRED FOR - 0 10G2.5 DOORS/DOORWAYS OPENING OF SWINGING DOOR SHALL BE MEASURED BETWEEN THE FACE OF THE PROVIDED THAT THE POWDER ROOM ISN'T THE ONLY BATHROOM 'FACILITY IN THE 2. THE ACCESSSIBLE FIXTURES SHALL BE IN A SINGLE ,OILE,/BATHING AREA, SUCH SHOWER SEAT. PROVIDE 30"X48" CLEARANCE IN FRONT OF SHOWER COMPARTMENT. ": THAT THE TRAVEL BETWEEN FIXTURES DOES NOT REQUIRE TO TRAVEL THROUGH _0) 1002.12.4.1 KITCHENS DOOR AND THE STOP, WITH THE DOOR OPENING A FULL 90°. DWELLING UNIT (ALONG THE ACCESSIBLE LEVEL OF DWELLING UNIT) 1. PRIMARY ENTRANCE DOOR TO DWELLING UNIT SHALL BE ACCESSIBLE. SEE OTHER PARTS OF THE DWELLING UNIT THAT AREN'T ALONG THE ACCESSIBLE ROUTE L DIAGRAMS FOR FORWARD OR PARALLEL APPROACH. THRESHOLDS OF PRIMARY 1. PROVIDE FORWARD APPROACH CLEAR FLOOR SPACE ONLY FOR SINKS. IN THE DWELLING. Q U) ENTRANCE DOORS SHALL NOT EXCEED". C) Q Q '� i i I .�A 1 2 3 M �5 me . G N RA N 0 1 i I SAND SP CIFICATIONS 7 I 10 � P �� I N C I F GENERAL I 1, GOVERNING CODE� 2004 FLORIDA BUILDING CODE, W1 200G, AMENDMENTS I � I � I I I I I . I I � 1 2. DESIGN LIVE LOADS, PSF: �. ROOF: . 20 PSF (30 PSF FOP, FLAT ROOF AREAS) � . WIND LOAD: I I 0 MPH (3 SECOND GUST), I = 1.0, EXPOSURE 5 SEISMIC: 15C: SEISMIC USE GROUP 1, Sr, -_ 0. 104, 5[), =,O.OG4, SITE CLASS = D I 1 ,3 1 1 . I ,GYPSUM AND CSB SHEATHED WOOD 5HEARWALLS, DESIGN BASE SHEAR = 33 KIPS, EQUIVALENT LATERAL FORCE PROCEDURE I I CORRIDORS: J00 . . I CORRIDORS SERVING RESID AREAS; 40 1 1 1 � I � I I . � I � LOBBIES: 100 I I STAIRS $ EXITS: 100 . . RESIDENTIAL LIVING AREAS: 40 1 RESIDENTIAL SLEEPING AREAS: 30 1 1 � I � . � I I . I . I � � � 3. DE51GN DEAD LOADS, PSF: I . I Roof TRUSSES: I 0 130TTOM CHORD, 7 TOP CHORD . ROOF RAFTERS: 10 I WOOD FRAMED FLOORS: 22 (INCLUDES 7 P5F FOP, 3/4" GYPCRETE TOPPING) . I I I I I * FOR DESIGN.DEAD LOADS NOT LISTED, REFER TO LATEST EDITION OF ASCE-7 FOR MATERIAL * SYSTEM I � I . I WEIGHTS. � � � I I I I � 4. ALL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED 15Y THE CONTRACTOR TO CONFORM TO THOSE SHOWN ON THE ARCMITECTURAL DRAWINGS. IF STRUCTURAL DRAWINGS ARE USED FOP, LAYING OUT COLUMN CENTERS AND WALL LINES, ALL DIMENSIONS SMALL FIRST BE VERIFIED WITH I I � I THE ARCMITECTURAL.DRAWING5 AND EXISTING CONDITIONS. SURVEY, LAYOUT FOR THE BUILDING SHALL . 13E CHECKED AND "BE CLOSED" BEFORE WORK IS COMMENCED.. � 5. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR I I I SIZE INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED. , � I G. SECTIONS AND DETAILS SHOWN, WHILE DRAWN FOR SPECIFIC. LOCATIONS, ARE INTENDED TO ESTABLISH THE GENERAL TYPES OF DETAILS TO BE USED THROUGHOUT. IF THE CONTRACTOR WISM�S TO USE DETAILS OTHER THAN THOSE SHOWN ON THE DRAWINGS, SUCH DETAILS SMALL BE SUBMITTED FOR I APPROVAL, AND APPROVAL CONFIRMED, BEFORE SHOP DRAWINGS ARE COMMENCED. 7. ALL WORK SHALL BE, DONE IN ACCORDANCE WITH LOCAL APPLICABLE CODES AND REGULATIONS. I . APPROPRIATE SAFETY MEASURES SATISFYING LOCAL AND OSHA REQUIREMENTS SHALL BE ,PROVIDED. I I I . 8, THE CONTRACTOR SMALL BE HELD RESPONSIBLE FOP, HAVING VISITED THE SITE AND HAVING FAMILIARIZED , HIMSELF WITH ALL . EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS SMALL. BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. 9, STRUCTURAL ENGINEER 15 NOT RESPONSIBLE FOR WORK THAT HE DOES Not REVIEW AND/OR WORK NOT � I I I I OMPLETED IN ACCORDANCE WITH STRUCTURAL ENGINFER'S. PLANS AND/OR SPECI FI CATIONS, I O.TME STRUCTURAL ENGINEER'S REVIEW OF -9110F DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO FOLLOW THE INTENT OF THE CONTRACT DRAWINGS, UNLESS A WRITTEN REQUEST FOP, A CHANGE HAS BEEN PREVIOUSLY SUBMITTED AND APPROVED BY THE STRUCTURAL ENGINEER. I I,TME STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING 15 COMPLETE. IT I I 15 THE. CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURES AND I SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF NECESSARY SI­­IORING, SHEETING, TEMPORARY BRACING, GUYS, AND TIE -DOWNS. FROVIDE ALL SMOKING AND BRACING REQUIRED TO STA51LIZE AND PROTECT EXISTING AND ADJACENT STRUCTURES AND SYSTEMS DURING COURSE OF ,DEMOLITION AND CONSTRUCTION Of THE PROJECT. . � I I I I . . I FOUNDATIONS t EARTMWORK � 1. FOUNDATIONS SMALL BEAR ON UNDISTURBED VIRGIN SOIL AND/OR CONTROLLED COMPACTED FILL I I � . MATERIAL PROVIDING A 5EARING PRESSURE OF 2000 PSF MINIMUM, BASED ON A SUBSURFACE � I I EXPLORATION PROGRAM CARRIED OUT BY GULF, COAST TESTING LABORATORY, INC. AND DESCR15ED IN I I I REPORT NO, 125 1 G, DATED FEBRUARY G, 2007. ALL EARTHWORK AND SUBGRADE PREPARATION SHALL BE EXECUTED AS PER THE RECOMMENDATIONS DESCRIBED IN THIS REPORT. THE .5LAB-bN-GRADE DESIGN WAS BASED ON ACHIEVING A WESTERGAARD MODULUS OF SU13GRADE REACTION, K, EQUAL TO OR BETTER THAN 50 PCI. 2. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL 15E FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. THE SERVICES OF I A GEOTECHNICAL ENGINEER OR AFFROVED TESTING AGENCY SHALL BE RENDERED TO VERIFY THAT THE _9U55URFACE SITE CONDITIONS MEET THE DESIGN PARAMETERS NOTED ABOVE. NOTIFY ARCHITECT OR STRUCTURAL ENGINEER IF FOUNDATION CONDITIONS ENCOUNTERED DIFFER FROM SOILS EXPLORATION I � INFORMATION MADE AVAILABLE TO THE CONTRACTOR. CONDITIONS THAT DO NOT MEET THE MINIMUM I I I I I STANDARDS CITED A150VF WILL RENDER THIS FOUNDATION AND SLAB DE51GN VOID, IN WHICH CASE THE I I STRUCTURAL ENGINEER SMALL 13E CONTACTED TO PROVIDE NEW FOUNDATION DESIGN. � . 3. ALL EARTHWORK SMALL BE PERFORMED UNDER THE SUPERVISION OF A LICENSED SOIL TESTING COMPANY TO ASSURE COMPLIANCE WITH REQUIREMENTS OF THE SOILS REPORT AND SPECIFICATIONS. 4. FOOTINGS ARE TO BEAR AT LOWEST OF FOLLOWING REQUIREMENTS: . I : . � � A, ELEVATIONS NOTED ON DRAWINGS. I � . . 5. SOIL SUITABLE, FOR DESIGN BEARING PRESSURE, AS DETERMINED BY GEOTECHNICAL ENGINEER. C. FROST DEPTH (AS DETERMINED BY LOCAL BUILDING DEPARTMENT) WITH RESPECT TO FINISH GRADF. D. SLOPE OF I VERTICAL TO 2 HORIZONTAL FROM NEAREST ADJACENT FOUNDATION. 1 5. PROTECT ALL EXISTING UNDERGROUND UTILITIES WITHIN WORK. AREAS. CONSULT EXISTING MECHANICAL . I DRAWINGS RELEVANT TO SUCM. UTILITIES. I � � . I I I G. 15ACKFILL SMALL BE GRANULAR MATERIAL APPROVED BY aEOTECHNICAL ENGINEER, DEPOSITED AND MACHINE COMPACTED IN (5-INCM MAXIMUM LAYERS. COMPACTION SMALL HAVE A MINIMUM OF: 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT, IN ACCORDANCE WITH ASTM DG98 (STANDARD PROCTOR) AS VERIFIED BY TESTING LABORATORY, I . 7. EXCAVATE ALL FOUNDATIONS TO REASONABLY EXACT OUTLINE AND DEPTH, AVOIDING OVFR-EXCAVATioN I I � I AND CAVE-IN OF SURROUNDING MATERIALS AFTER SLAB SUBGRADE WORK 15 COMPLETE. 50TTOMS OF � I � ALL FOUNDATIONS SMALL 13E DRY AND LEVEL PRIOR TO POURING. . 8. FROTECT SUBGRADE UNDER ALL FOOTINGS AND SLABS ON GRADE , FROM FREEZING DURING CONSTRUCTION. 1 9. NO FILL OR BACKFILL SMALL BE PLACED AGAINST RETAINING OR FOUNDATION WALLS UNTIL GROUT OR I I � . . . CONCRETE HAS ATTAINED DESIGN STRENGTH AND SUPPORTING MEMBERS ARE IN PLACE, UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM STRUCTURAL ENGINEER. I . � . . I I � I I � I I I � MA50NRY I I I . I I I . COMPOSITION, QUALITY, STORAGE, HANDLING, PREPARATION AND PLACEMENT OF MATERIALS, QUALITY ASSURANCE FOP, MATERIALS AND MASONRY, AND CONSTRUCTION OF: MASONRY SHALL COMPLY WITH . "BUILDING CODE REQUIREMENTS FOR MA5CNRY 5TRUCTURES AC1520-E)5/ASCE 5-9e/TMS 402-99" AND � I I "SPECIFICATIONS FOR MASONRY 5TUCTURES ACI 530, 1 -eQ/A5CE G-E)9/TM5 G02-3e." . . I 1 2. HOLLOW LOAD BEARING CMU UNITS SHALL BE NORMAL WEIGHT CONFORMING TO ASTM C90, WITH A . I I . MINIMUM NET COMPRIE-551VE STRENGTH OF I 000 PSI (f'm = 1500 F51), UNLE55 OTHERW15E NOTED ON PLANS, 1 3. MORTAR TYPE SMALL BE PORTLAND CEMENT/LIME, TYPE S CONFORMING TO A5TM C270 UNLE55 � . OTHERWISE NOTED ON STRUCTURAL PLANS. MASONRY CEMENT SHALL NOT BE USED. I I I . � 4. FILL GROUTED CORES AND BOND BEAMS, WHERE SPECIFIED ON PLANS, WITH SMALL AGGREGATE, HIGH SLUMP CONCRETE MIX MEETING THE REQUIREMENTS OF ASTM C47G, WITH A MAXIMUM AGGREGATE 51ZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. ALL MORTAR MIXES, GROUT MIXES AND ADMIXTURE SHALL BE SUBMITTED FOR APPROVAL. . . G. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR 1 7. ALL BOND BEAMS ARE TO BE CONTINUOUS FOR ENTIRE LENGTH Or WALL, UNLESS OTHERWISE NOTED. 8. PROVIDE I 45 BAR GROUTED 50LID ON EACH 51DE Of � ALL MASONRY OPENI NG-9. PROVIDE 1 45 BAR GROUTED SOLID FULL HEIGHT AT CORNERS OF ALL EXTERIOR MASONRY WALL CONSTRUCTION, 19. VERTICAL REINFORCEMENT SHALL 13E HELD IN POSITION AT THE TOP AND E30TTOM AND AT A MAXIMUM SPACING OF 6-O", REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLE55 OTHERWISE NOTED. VERTICAL REINFORCEMENT SHALL. BE AS NOTEDON THE DRAWINGS WITH I I . CELLS GROUTED SOLID. � . I 0. REINFORCING STEEL SHALL BE LAPPED MINIMUM 48 BAR DIAMETERS, I I.HORIZONTAL WALL REINFORCEMENT SHALL. BE 5TANDARD LADDER TYPE HORIZONTAL JOINT REINFORCEMENT,,a GA MIN. AT I G" ON CENTER VERTICAL IN ALL MASONRY, U.N.O. [SPACE HORIZONTAL I I JOINT REINFORCEMENT AT 6 INCHES ON CENTER IN ALL.PARAPET5.1 . I � I 12.SPLICED WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE GROSS WIRE OF EACH PIECE OF REINFORCEMENT WITHIN THE G". LAP WITH SHOP FABRICATED TEES PIECES AT AND C 0 R, N E R-9. � � 13.PROVIDE A MINIMUM OF 2 COURSES HIGH BY 2 COURSES WIDE GROUTED SOLID MASONRY AT BEAM BEARING POINTS. I I . I I � I I I . CONCRETE I � � � I � . . I ALL, CONCRETE WORK SMALL .BE IN CONFORMANCE WITH. "BLJI�OIAIC COOE R,5QLJ19,EM,EA1T5 FOR . I I � R,fflAIFORCED COAICKE7-E", ACI #318 AND "5PE0,F1CAT10A1,5 jg�OR 5TRL1CTLJF,4L COAICRETE FOY� I 3L)ILDINC5",AC1301 LATEST EDITIONS. CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE ACI "MANLJAL OF 5FAA15ARD FRAC7'ICE F09 OETAILIA16 . � I . . R,EINFORCE0 C0A1CR5Tff 57_RL1CTLJR,F_5" , ACI 315, UNLESS ,NOTED OTHERWISE ON THE STRUCTURAL I � . I I DRAWINGS. � I . � � I 1 2. ALLCONCRETE SHALL BE READY MIX AND DE51GNED IN ACCORDANCE WITH.ACI 301. DESIGN MIXES AND I . ADMIXTURES SHALL BE SUBMITTED FOP, APPROVAL � 3. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TKENGTHS IN 28 DAYS, U.N.O.: A. 5LAB5.ON GRADE: � � . . . 3500 PSI I I I � � I I I I B, ALL EXPOSED CONCRETE: . . . 1 3500 PSI � � I I C. ALL OTHER CONCRETE, U.O.N..: I . 30010 P-91 . � I . 1 4. ALL CONCRETE SMALL HAVE. A SLUMP Of 4" (PLUS OR MINUS O T AIR ENTKAINMENT, � AND A MAY. WATER/CEMENT RATIO OF 0.50. � . � � � � � I � . 5. PROVI DE 4-G PERCENT Al R ENTRAI N M ENT FOP, ALL EXPOSED CON CRETE. , � � . . . I . . . G, CONTRACTOR SHALL.OBTAIN ONE SET OF FIVE STANDARD G-INCH DIAMETER X 12-INCH ,HIGH TEST � CYLINDERS PEP, 50 YARDS OF CONCRETE, PLACED, MINIMUM ONE SET PEP, DAY, AND SHALL HAVE SAME TESTED PEP, A5TM STANDARDS TO INSURE PROPER CONCRETE QUALITY CONTROL, TESTING LABORATORY SMALL SUBMIT ONE COPY Of ALL CONCRETE. TEST REPORTS DIRECTLY TO THE I � I I � ENGINEER. I I I I � . I . I I 7. SUBMIT SHOP.DRAWINGS10 _-)1KU(,1URAL ENGINEER FOP, REVIEW AND APPROVAL INCLUDING FULL . I I I . . I I I I INFORMATION FOR PLACING ALL REINFORCING, WITHOUT REFERENCE TO:THEDIE51GN DRAWINGS. I I I 6. ALL CONCRETE REINFORCING BA.R.5 SMALL FROM 13ILLET STEEL IN ACCORDANCE WITH ASTM A-G 1 5 GRADE GO. ALL WELDED WIRE FABRIC SHALL BE A5TM A- 1 (55, WWF SHALL BE LAPPED AT LEAST 8 INCHES I I AND CONTAIN AT.LEA5T ONE CROSS WIRE WITHIN THE 8 INCHES, . . I 1 9. THE FOLLOWING MINIMUM CONCRETECOVER-9HALLBE PROVIDED fORREINFORCEMFNT: . A. 3 " CONCRETE CAST AGAINST AND PERMANENTLY EXP05ED TO EARTH. I E3. 2 ` CONCRETE EXPOSED TO EARTH OR WEATHER, #G THROUGH # 1,5 BARS. I C. I I /2" RETE EXPOSED TO EARTH OR WEATHER, #5 BAR AND SMALLER, . I D. 1 112 " CONCRETE NOT EXPOSED TO WEATHER OF, IN CONTACT WITH ,EARTH - FOP, THE I I I � � � , PRIMARY REINFORCEMENT, TIE5,STIRRUFS, AND SPIRALS IN BEAMS AND COLUMNS. I E. 3/4" CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH EARTH - FOR SLABS, I WALLS, AND JOISTS, # I I � BAR AND SMALLER. I . I . I 0. PROVIDE CORNER BARS TO MATCH 51ZE AND SPACING Of= HORIZONTAL REINFORCING AT CORNER-9 OF ALL . I CONCRETE WALL, FOOTING AND GRADE BEAM CONSTRUCTION. CORNER BARS SIHALLLAP HORIZONTAL � I I � I REINFORCEMff NT A MINIMUM Of 48 BAR DIAMETERS, U.N.O. , I � I � I I I.CONCIRETE SHALL BE PLACED ONLY AFTER INSPECTION AND APPROVAL Of THE REINFORCEMENT BY A I I QUALIFIED TESTING AGENCY OR THE 5TRUCTUKAL ENGINEER. I I I 1 12. CONTRACTOR SHALL PROVIDE SPACER-9, CHAIRS, BOLSTERS, ETC. AS NECE55ARY TO 5UPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXP05ED CONCRETE SURFACES SHALL HAVE ­ I . ENDS WHICH ARE PLASTIC TIPPED OR 5TAINLES-9 STEEL. I 1. . � I � I I I . I � 11 3. MINIMUM LAP SPLICES ON ALL REINFORCING BAR 5PLICF5 SHALL BE 48 BAR DIAMETERS, EXCEPT WHERE I � � � � . OTHERWISE NOTED ON THE. DRAWINGS, FOP, BEAMS AND ELEVATED SLABS, LAP BOTTOM STEEL AT THE � . I I SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLESS OTHERWISE NOTED. I I I4,REfER TO TYPICAL DETAILS FOR SPECIFICATIONS ON CONTROL JOINTS, CON5TRUCTION JOINTS, AND I I EXPANSION JOINTS. .1 I . I . I I I I . ,I 5. HORIZONTAL KEYWAYS IN CON5TRUCTION JOINTS SMALL BE PROVIDED IN BEAMS, 5UPPORTED SLABS, AND I WALL FOOTINGS WITH A DEPTH OF I- 1/2" AND HEIGHT EQUAL TO ONE-THIRD OF THE MEMBER5 DEPTH. I FR SMLL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLE55 OTHERWISE NOTED ON THE DRAWINGS. CONSTRUCTION JOINTS MAY BE USED ONLY AT LOCATIONS SHOWN ON I THE DRAWINGS OR AT OTHER LOCATIONS APPROVEDBY THE STRUCTURAL ENGINEER.. . � I G. STRUCTURALLY SUPPORTED SLABS ON GRADE. BEAMS .SMALL HAVE, CONSTRUCTION JOINTS LOCATED WITHIN MIDDLE THIRD OF SPANS WITH ALL. REINFORCEMENT PA55ING THROUGH JOINTS, , PROVIDE I I I JOINTS WITH BULKHEADS HAVING CONTINUOUS CHAMFERED SHEAR KEYS. MAXIMUM FOUR LENGTH . FORSUPPORTED SLABS NOT TO EXCEED GO FEET IN ANY DIRECTION, , I I 7, ALL CONCRETE, INCLUDING FOUNDATION WORK, 15 TO BE VIBRATED. VIBRATORS SHALL NOT BE USED TO . I . I I I � I I . I � TRANSPORT CONCRETE. , . 1- I �. . I I I I I 5. CONCRETE SHALL BE PLACED IN ACCORDANCE WITHACI 304, LATEST EDITION. CONCRETE SHALL NOT BE � . � SUBJECT TO DROPS IN EXCESS OF: 5-FEET, I . I � I 0. CONTRACTOR SMALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR 51ZE AND LOCATION Of I I I . . OPENINGS, INSERTS, EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC., AS REQUIRED � . I I . I I � BY OTHER TRADE-9, TME5E ITEMS SHALL BE .FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF . . I I � . . I I I CONCKETE, I I . � � � I . . I . . � � SLABS ON GRADE I . . I � � I � . . � . I 1. 5LA55 ON GRADE SHALL BE CONSTRUCTED IN ACCORDANCEWITI-I THE,TYPICAL SLAB DETAILS INDICATED I I . � I . I � � � ON THE CONSTRUCTION DOCUMENTS. . � � I 1 2. PROVIDE G INCHES CRUSHED STONE UNDER ALL 5LAB-ON- . GRADE LOCATIONS As NOTED. IN THE I I GEOTECHNICAL REPORT, I . . � I I � . I . . � � 3. POROUS FILL FOP, SLABS SHALL 13E .A UNIfORMLY GRADED MEDIUM COURSE STONE AGGREGATE TO PROVIDE, WHEN COMPACTED, A LEVEL, STABLE AND MILL DRAINING SUB -BASF FOP, THE SLAB. .USE #57 � � I . I CRUSHED NATURAL STONE OR EQUAL. - � I � I I . I I . 4. PRIOR TO POURING FLOOR SLABS, REFER TO THE CONSTRUCTION DOCUMENTS FOP, ADDITIONAL WORK TO BE COMPLETED IN OR BELOW THE FLOOR. � . � I I . 5. AFTER ALL UNDER -SLAB WORK HAS BEEN INSTALLED, CONTRACTOR SHALL FIELD CONFIRM THE DEN51TY OF � � THE 5OIL ANY, SOFT, PUMPING, OR OTh I ERWISE UNSTABLE OR UNSUITABLE SUBGRADE ,501L THUS I � . � DETECTED SHALL BE UNDERCUT AND REPLACED WITH SUITABLE FILL PLACED AND COMPACTED As . I � DIRECTED BY GEOTECHNICAL ENGINEER. ANY AREAS WHERE THE COMPACTED SUB -GRADE 15 DEPPIE55ED I I . I BY MORE THAN 2" SHALL BE FILLED WITH SUITABLE MATERIAL AND RE -COMPACTED. I I . G. PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS Of SLAB EDGES, AND AT OTHER LOCATIONS WHERE I � I I SLAB CRACKS ARE LIKELY TO DEVELOP, SEE FOUNDATION ,DETAILS FOP, TYPICAL CONTROL JOINT. I . . I I � I . 1 7. PROVIDE V2 INCH PREFORMED EXPANSION JOINTS IN SLABS WHERE INEXATED, REFER TO TYPICAL, SLAB I . . I I I JOINT DETAILS. I I � . I � I � I I 1 (5. WHERE INTERIOR SLABS ABUT MASONRY OR CONCRETE WALLS, THE 5LAE3 SHALL BE THicKENED TO 5" I I MINIMUM ADJACENT TO WALL. . PROVIDE V2 INCH THICK. PRE -MOLDED JOINT FILLER ALL AROUND SLABS - I ON -GRADE WHERE ABUTTING CONCRETE/MASONRY WALLS, UNLESS OTHERWISE NOTED. � 9. COLUMNS SMALL. BE ISOLATED FROM I THE FLOOR SLAB WITH f ULL CONSTRUCTION JOINTS AND . I COMPRESSIBLE MATERIAL. 5LA15 BLOCK-OUT5 AROUND COLUMNS SHALL BE DIAMOND OR CIRCULAR IN I SHAPE, AND OF A UNIFORM SIZE. I . � I I I O.RAMP5, SLOPING SLABS, STEPS, AND SLA55 EXP05ED TO WEATHER.51-1A . LLRECEIVE A LIGHT BROOMED � . � I I FINISH, U.O.N. � � I . I I I I I I I I . LOCATE WELDED WIRE FABRIC I �-.1 /2 1 NCHES BELOW TOP OF SLAB. . . I . I I I � I 1 2. REFER TO CAST -I N-PLACE CONCRETE NOTES FOR ADDITIONAL CONCRETE REQUI REMENTS. . . � . I I I . . . . I . . . STRUCTURAL LINTIEL5 I � . . � � � I I . I I I . I . � I I � I I PRECAST CONCRETE LINTIELS I I . I . . 1. PROVIDE PRECAST CONCRETE LINTEL5 OVERALL OPENINGS UNLESS NOTED OTHERWISE ON DRAWING5. 2. REFER TO PLANS FOP, SPECIFICATIONS Of LINTELS FOP, ALL MASONRY OPENINGS DR. RECE55ES. COORDINATE ALL OPENING REQUIREMENTS WITH ALL TRADES, DRAWING REQUIREMENT5, AND/OR . I APPROVED MECHANICAL CUTS AND SHOP DRAWINGS. , I I I I I � I I 1 3. ALL PRECAST CONCRETE LINTIEL5 SHALL HAVE A MINIMUM COMPRES51VE,5TRENGTH OF 4000 PSI, UNLESS I I I I . NOTED OTHERWISE. . � I I � I � 4. ALL LINTELS SHALL BEAR ON WALL AT EACH END A MINIMUM DISTANCE OF: 8 INCHES FOP, SPANS UPTO (5'-O" AND I INCH PEP, FOOT OF SPAN THEREAFTER, UNLESS NOTED OTHERWISE. � . p_Y_�, �4e6 'q .- I- - 0 ­7 "I , k �,\ _ 2S"kov (a4- APPROVED by Fire Marshal of Zephyfiffilis I withcomments rovidedwitbv1#.s.')' A 11 -, I I I / * . 7 - � �, I I - ;1 Buildirigsil"a"neol-I ___1 __­7____ 11 , ; � _�­­ - - the applicable c;c­�A-*F-, 0 Fl,�.)rdda Fire Prevn ti,w­ R 1. I'�� 11m, ,,-� �­ .� , I ',_;i NFTA & the City (9 MOmOl�� -I n:� . 11 96131 a 2001 11 1111111 ... � =�(1111 1 p 1`q 1 I ''I���ll,�''�����:,Il'' @ ZEPHYRHILLS I I STRUCTURAL STEEL � � 1. I I . I I � I . I, ALL STRUCTURAL STEEL WORK SHALL. BE IN CONFORMANCE WITH "5PfC11-1CAT101V FOR THE D,-516AI, . I . I . . I I-ABRICATIOAIAAIOER,ffC7-IOIVO�-5TRLIC7'LJRAL,5T5,-L Y=0R3LJ1L01A1G,5", A15C� ASD - NINTH EDITION 2. MATERIALS STANDARDS (UNLESS NOTED OTHERWISE ON DRAWINGS OR IN PROJECT SPECIFICATIONS): I . A. ALL STEEL Wf BEAMS SHALL BE ASTM-A992, 50,000 P51 YIELD. I I I � B. ALL ANGLES, CHANNELS AND PLATES SHALL BE A5TM_A3G, 3G,000 PSI YIELD, I . � � I . I C. PIPE SHAPES: A5TM A53, 35,0000 PSI OF, ASTM-A501, 3G,000 P51 YIELD I . D. H55 5HAPE5: A5TM-A5OO, GRADEB, 4G,000 P51 YIELD. I I E. ALL OTMER SHAPES SHALL BE ASTM A3G, 3G,000 P51 YIELD. I I � � F. ANCHOR BOLTS: ASTM-f 1 554, GRADE 3G, UNLESS OTHERWISE NOTED. 3. SHOP CONNECTIONS SHALL BE HIGH7STRENGTH BOLTED OR WELDED. ,MINIMUM BOLT SHALL 15E 3/41' . � I . I . . DIAMETER, ASTMA325N, UNO, MINIMUM 51ZE WELD, UNLESS OTHERW15E NOTE[), 15 TO BE 311 (; INCH I FILLET, E70XX ELECTRODES. ELECTRODES SMALL BE SUITED TO STEEL GRADE. 1 4. FIELD CONNECTIONS SHALL BE,HIGH-5TRENGTH BOLTED, 3/4" DIAMffNTER, ASTM A325N, UNO. BEAM AND SHEAR CONNECTIONS WITH HIGH-STRIENGTH BOLTS ARE TO BE BEARING TYPE, UNLE55 NOTED . OTHERWISE. WHERE FIELD -WELDING 15 NOTED, IT SHOULD BE PERFORM[:-:[) BY CERTIFIED WELDERS ONLY. . � . 5. WELDED CONNECTIONS SMALL CONFORM TO THE LATEST.KEVISED CODE Of THE AMERICAN WELDING I � � I I � I SOCIETY, AW5 D 1. 1. I � I . I I � G. ALL WELDS SMALL BE, AT A MINIMUM, V15UALLY INSPECTED 15Y AN APPROVED LICFN5ED TESTING COMPANY. REFER TO "TESTING" SECTION Of GENERAL NOTES AND SPECIFICATIONS FOP, ADDITIONAL I TESTING REQUIREMENT5. . I � 11 � I � I � . 7, BOLTS AND BOLTED CONN ECTION5 SHALL CON FORM TO THE REQUI KEMENTS OF THE `SPECIFICATIONS fop, I I � � I 5TRUCTURAL JOINTS U51NG A5TM A325 OR A490 BOLTS" AS APPROVED ,BY THE RESEARCH COUNCIL I ON STRUCTURAL CONNECTIONS. I � � I 5. ALL CONNECTIONS SHALL BE FULL DEPTH CONNECTIONS .ON ALL GIRDER AND BEAM CONNECTIONS TO . � � � I COLUMNS AS FOLLOWS: I I I � A. HS5 AND PIPE COLUMNS: 3/6" THICK (MIN.,), FULL DEPTH THRU-PLATEI � 15OLTS SMALL BE AT 3- . . I . 1. . I � INCH O.C. VERT. . � . I � � B. BEAM TO GIRDER: FULL DEPTH, SINGLE ANGLE SHEAR CONNECTION TO BE SUBMITTED FOP, . I � . . REVIEW FOR APPROVAL I I 1 9. FIELD CONNECTIONS BY CUTTING OR BURNING ARE PROHIBITED,,: EXCEPT BY SPECIFIC APPROVAL OF THE I I � . � I . � � I � I I . I ENGINEER. I � I I I � � I I . I .1 � I I O.STEEL FRAMING SHALL BE PROPERLY BRACED UNTIL AFTER FINAL CONNECTIONS ARE MADE. I . I I.STRUCTURAL AND MISCELLANEOUS STEEL FABRICATOP-5 SHALL BE RESPONSIBLE FOR OBTAINING AND . . � I . VERIFYING ALL FIELD DIMENSIONS NECESSARY FOP, THE COMPLETION Of THEIR WORF,. . I I 12.SHOP DRAWINGS SHALL BE SUBMITTED FOP, REVIEW AND APPROVAL. FABRICATION SHALL NOT COMMENCE I � � I I I UNTIL SHOP DRAWINGS ARE APP`ROVED. IF THE.fABRICATOR PROPOSE'S U51NG DETAILS OTHER THAN THOSE SHOWN, SUCH DETAILS SMALL BE SUBMITTED FOR, REVIEW AN[,) APPROVAL BEFORE DETAILED I . I � SHOP DRAWINGS HAVE BEEN SUBMITTED, COORDINATE ALL DETAILING TO INCLUDESTRUCTURAL STEEL INFORMATION SHOWN ON THE ARCHITECTURAL DRAWING5. I I I � I . 1 13. STEEL SHAPES, PLATES, ETC. WHICH ARE EXP05ED TO WEATHER SMALL BE GALVANIZED OR PAINTED WITH A I . I . . I I RUST ,INHIBITING, EPDXY PAINT SYSTEM. I . . � I � 14. ALL STEEL BEAMSSHALL BE THOROUGHLY CLEANED IN ACCORDANCED WITH:.S5PC-SP2 OR, BETTER. , . � . I I . 15. PROVI . DE ONE COAT OF STANDARD SHOP PAINT ON ALL UNGALVANIZED PIECES EXCEPT AT AREAS To BE � . I I � . I G. TOUCHUP FIELD WELDS AND ANY DAMAGED AREAS Of PAINT IN FIELD AFTER WELDING WITH A ZINC RICH I . . � PAINT. . . . .1 . I � I � I I � � I � . 1 7. ALL STEEL BEAMS SMALL 13E FABRICATED AND ERECTED WITH THE NATURAL CAMBER (WITHIN THE MILL � . . . I TOLERANCE) LOCATED ABOVE THE HORIZONTAL CENTERLINE BETWEEN THE END CONNECTIONS. � I I I I � I - �'. , I . � I WOOD FRAMING: I I . ... ,� I I � I I � I I � I J. WOOD CONSTRUCTION SHALL COMPLYWITH THE FOLLOWING bUILDING CODES AND STANDARDS., � I � I I � I I A. AMERICAN INSTITUTE OFTIMBER CONSTRUCTION (AITC): STANDARDS MANUAL. . B. AMERICAN FOREST t PAPE � R ASSOCIATION (AFPA): NATIONAL DESIGN STANDARDS FOP, WOOD . I I CONSTRUCTION. I I I � I C. SOUTHERN PINE INSPECTION 15UREAU: STANDARD GRADING RULES FOR SOUTHERN PINE . I I � I . I I . I . � ,. I � I � I I LUMBER . � � � D. .TRUSS PLATE INSTITUTE (TPI): ,DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED I . � I WOOD TRU55ES. � � . F. AMERICAN PLYWOOD ASSOCIATION (APA): GUIDE TO PLYWOOD FOP, FLOORS, PLYWOOD I � . SHEATHING FOR WALLS * ROOFS. I I . I . � � I F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS, . 1 2. ALL STRUCTURAL LUMBER SMALL BE STAMPED, B CY, IN ACCORDANCE WITH THE I I . AMERICAN INSTITUTE OF TIMBER CONSTRUCTION'S "CONSTRUCTION MANUAL". � � 3. MOISTURE CONTENT OF ALL STRUCTURAL LUMBER SMALL BE LESS THAN I 007or AS VERIFIED 13Y STAMP. , I I � 1 4. ALL STRUCTURAL LUMBER SMALL BE AS FOLLOWS: I I � I I I I A. RAFTERS, JOISTS, dEAE?ER,9,I5EAMS:MEM-FIR #2, OR BETTER. I :, . � I I I I I . I B�. WALL STU DS, POSTS, It PLATES: � SPF STUD GRADE, OR BETTER, � . . I I . 1 5. INSTALL PRESSURE TREATED OR PRESERVATIVE TREATED LUMBER WHERE LUMBER 15 IN CONTACT WITH CONCRETE OR IS EXPOSED TO WEATHER. I I I . I . I . G. FROVIDE SOLID BLOCKING UNDERNEATH ALL POINT LOADS, CONTINUOUS To FOUNDATION OR BEARING. . . I . I I I BLOCKING SHALL MATCH SIZE OF POST ABOVE, � I I I . � I I . � � � I I I . . � . 7� ALL CONNECTIONS SHALL CONFORM TO THE FASTENING SCMEDULE IN IBC CODE, TABLE 2304i9, I., UNLESS I . I I NOTED OTHERWISE ON THE STRUCTURAL PLANS, ALL BOLTED CONNECTIONS SMALL BE MINIMUM ASTM- I A3 2 5. 1 1 8. PREFABRICATED METAL HANGERS AND CONNECTORS SMALL BE INSTALLED AS SPECIFIED ON STRUCTURAL � PLANS OR SHOP DRAWINGS, NAILING SMALL CONFORM TO MANUFACTURER'S PUBLISHED TABLES TO � � I I I I I . PROVIDE MAXIMUM HANGER CAPACITY, UNLESS NOTED OTHERWISE ON STRUCTURAL PLANS. NAILS . I SMALL BE FULLY DRIVEN IN ALL HOLES IN THE ANCHOR. CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE, UNITED STEEL PRODUCTS (USP), OR APPROVED EQUAL. . 9. HANGERS AND METAL CONNECTORS SMALL BE ZINC PLATED, UNLESS EXPOSED TO: WEATHER, EXPOSED HARDWARE SMALL BE HOT DIPPED GALVANIZED OR COATED AS REQUIRED FOR CONTACT WITH � I . I I I I � FREsFRvATIVE TREATED WOOD. I I � I I I I � I I I � � I . � I I I I I � I I O,ALL MEMBERS SMALL HAVE LATERAL SUPPORT SUPPLIED AT ALL 15EARI NG Pol NTS I As WELL As I I CONTINUOUSLY ALONG THE COMPRESSION FACE. � I J.ALL ENGINEERED LUMBER SMALL CONFORM TO THE FOLLOWING MINIMUM DESIGN PROPERTIES: . I I I . A. E = 1,900,000 PSI FF3 - 2,900 PSI . � FV - 2 eO PSI FCj/ = 2, 900 P51 PC = 740 PSI I I 2. ROOF SHEATHING SMALL BE 1 3/32" APA RATED SHEATHING 40/20, EXPOSURE I I FASTEN SHEATHING TO I . . FRAMING MEMBERS WITH 8D COMMON NAILS AT 12" ON CENTER IN CENTER AND AT G" ON CENTER I � I . I I ALONG THE PANEL EDGES. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. I 1 3. f LOOP, SHEATHING SMALL 15E.23/32" APA RATED STURD-I . -FLOOR 24" ON CENTER, EXPOSURE 1, TONGUE I AND I GROOVEED � GE5. FASTEN SHEATHING WITH GLUE AND I OD COMMON NAILS AT 1 2" ON CENTER IN I CENTER AND AT G" ON CENTER, ALONG THE PANEL EDGES. GLUE ADHESIVES SHALL CONFORM TO:ThE I I I . I . I � I I � PERFORMANCE,5PECIFICATIONS IN AFG-0 1, � I I I I I . I � I I 4.WALL SHEATHING SMALL 5E 7/1 G" APA RATED SHEATHING 24/1 G, EXPOSURE I. I 11 I . I I � I � . I � WOOD I -JOISTS. I .. I . . . � I . I � I 1. I -JOISTS FLOOR SYSTEMS SHALL BE DESIGNED BY MANUFACTURER TO MEET AND/0R. EXCEED LI-4180 I I � IMPROVED PERFORMANCE LIVE LOAD DEFLECTION CRITERIA. � . 2, REFER To STRUCTURAL PLANS FOP, DEPTH OF FLOOR SYSTEM AND I-JoIST SPECIFICATIONS. 3. I -JOIST MEMBERS SHALL BE ENGINEERED 15Y.THE MANUFACTURER TO SUPPORT ALL CODE REQUIRED I UNIFORM LIVE LOADS AND DEAD LOADS, AS SPECIFIED . ON THE CONSTRUCTION DOCUMENTS. ALL POINT . . I � I . I . LOADS, . PARTIAL UNIFORM LOADS, OR COMBINATIONS THERETO SHALL BE CALCULATED BY THE I -JOIST I I I � I I I I � � . � MANUFACTURER, IN ACCORDANCE WITH THE DESIGN LOADS NOTED HEREIN, AND ACCOUNTED FOP, IN THE . I I DESIGN OF THE FLOOR.SY,9TEM. . . � � . I . I I I � 1 4� SHOP .DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF I . I � I . � PRoPbsFD CONSTRUCTION, SHALL BE SUBM17ED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOP, � I � REVIEW AND APPROVAL, PRIOR TO DELIVERY. SHOP DRAWINGS SHALL INCLUDE THE FOLLOWING: , I � A. DRAFTED PLAN LAYOUTS, CONFORMING TO STRUCTURAL PLANS, IDENTIFYING ALL MEMBERS. I I . . 5. SPECIFICATIONS FOP, I -JOISTS, ENGINEERED LUMBER BEAMS, - RIM BOARD, WEB _9TIFFENERS, I I � � I I � I BLOCKING, TYPICAL DETAILS. I I � . I � � I I C. SPECIFICATIONS FOR, ALLMETAL HANGERS AND CONNECTbF,s. � � � I � I I I . I I I D. HANDLING $INSTALLATION INSTRUCTIONS. � I I I I � . 11 I I I I � � � I FIMSH FLOOR ELEVATION SHALL COMPLY WITH ENGINEERED DESIGN AND/OR CITY OF ZEPHYRHILLS ORDINANCE. REVIEW DATIE: - CITY 10F zi 1�_PJ_41� BIJ11LOING OFFKAAk, I % 4(W4_" I . PREFABRICATED WOOD TRUSSES: . . I I . . . I I . � 1. DESIGN, FABRICATION., AND I INSTALLATION Off TRUSSES, AND I METAL CONNECTORS SMALL BE IN . � ACCORDANCE WITH THE FOLLOWING STANDARDS AND SPECIFICATIONS: � I A. SUPPLEMENT TO ENGINEERING BULLETIN #SE-2GG, DATED 4- 19-GO OF A.S. DIVISION FHA 1-4- 1 � GI. . � I . � I B. INTERNATIONAL CONFERENCE Of BUILDING OFFICIALS REPORT #1.7414.5, DATED e)-G-8G. I I I � . I I I I C , DESIGN SPECIFICATIONS FOP, LIGHT METAL PLATE CONNECTED WOOD TRUSSES, T.O.I. 7o. . D. IBC CODE, LATEST EDITION. � � � E, TRUSS PLATE INDUSTRY HIB-91: HANDLING, INSTALLING, AND BRACING METAL PLATE . CONNECTED WOOD TRUSSE5, � 1 2, TRUSS MEMBER5 SHALL BE ENGINEERED TO SUPPORT ALL CODE REQUIRED UNIFORM .LIVE LOADS, AND . . . I DEAD LOADS, AS SPECIFIED ON THE CONSTRUCTION DOCUMENTS. ALL. POINT LOADS, PARTIAL UNIFORM LOADS, OR COMBINATIONS THERETO SHALL 15E CALCULATED BY THE TRUSS MANUFACTURER AND ACCOUNTED FOP, IN THE DE51GN OF THE TRU55ES. . . 1 3. TRUSSES SHALL BE DE51GNED BY MANUFACTURER TO MEET AND/OR EXCEED LJ450 IMPROVED I PERFORMANCE LIVE LOAD DEFLECTION CRITERIA. I I I I I I � . � -4. SHOP DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL ENGI I NEER, REGISTERED IN THE STATE OF I I I I I I PROPOSED CONSTRUCTION, SMALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOP, REVIEW AND APPROVAL, PRIOR TO FABRICATION. 5HOP. DRAWINGS SHALL INCLUDE THE FOLLOWING: A. DRAFTED PLAN LAYOUTS IDENTIFYING ALL TRUSSES. , � B. INDIVIDUAL MEMBER SHOP DRAWINGS INCLUDING.- DIAGRAM Of MEMBER, CHORD 5TRE55E5, . I . I I I I � SUPPORT REACTIONS AND UPLIFT: FORCES,� LUMBER SPECIFICATIONS, UNIFORM AND ANY I I I OTHER LOADING .CONDITIONS, WEB MEMBER BRACING, 5TONGBACK LOCATIONS (FLOOR TRUSSES) I I C. SPECIFICATIONS FOR ALL METAL HANGERS AND CONNECTORS. 5. ALL PREFABRICATED WOOD ROOF TRUSSES SHALL BE SECURELY FASTENED TO EACH SUPPORTING WALL � � I I I I � I OR BEAM WITH (1) SIMPSON H2.5A HURRICANE CLIP (OR APPROVED EQUAL), UNLESS NOTED OTHERWISE I I . I . � . ON STRUCTURAL PLANS. PROVIDE (2) 5IMP50N H2.5A CLIPS AT ALL SUPPORTS OF 2-PLY ROOF GIRDER . � I TRU55E5, AND (3) CLIPS AT 3-PLY GIRDER TRUSSES - UNLESS NOTED OTHERWISE ON 5TRUCTURAL I I PLANS. I � I I I I � I METAL PAN STAIR CONSTRUCTION I 1. ALL STAIR CONSTRUCTION SMALL CONFORM TO THE IBC CODE AND A15C MANUAL FOR STEEL , CONSTRUCTION (ALLOWABLE STRESS DESIGN, OTH EDITION), THE NATIONAL A550CIATION OF � .. . I ARCHITECTURAL METAL MANUFACTURERS METAL 5TAIRS MANUAL 4TH EDITION AND THE NATIONAL � I � . I . � A550CIATION Of ARCHITECTURAL METAL MANUFACTURERS PIPE RAILINGS MANUAL 4TH EDITION. � � 2. ALL STEEL FOR STAIR FRAMING COMPONENTS SHALL BE A 13E ASTM A3G, UNO. I 1 3. ALL STEEL HAN DRAI LAND GUARDRAI L MATERIALS SMALL CON FORM TO THE FOLLOW NG REQUI REMENTS: A. ALL PIPE FOR HANDRAILs AND GUARDRAILS SHALL BE A_9TM A501 OR ASTM 53 TYPE E OR 5 . . . GRADE B. I � � � . . I � . I � � B., ALL INFILL MEMBERS SHALL BEASTIVI A3G,, I I I . I I I � � � 4. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BYWELDERS CERTIFIED, AS DESCRIBED IN "AMERICAN � . I WELDING SOCIETY5 STAN DARD.QUALIFICATION PROCEDURE", AWS D 1. 1, TO PERFORM THE WORK � � REQUIRED. � . . . � 5. ALL CONNECTIONS SHALL BE BOLTED WITH 3/4" A325 HIGH 5TRENGTM BOLTS OR WELDED. BOLTS SHALL I BE A I T 3-KCH O/C VERT. PROVIDE MINIMUM 3/8 INCH THICK FULL DEPTH THRU-PLATE FOP, ALL FIFE AND . TUBE COLUMN CONNECTIONS. . I I I G. ALL STEEL WELDING RODS SMALL BE E7OXX. I � I . 7. SUBMIT ALL STEEL SHOP DRAWINGS FOP, REVIEW PRIORTO ANY FABRICATION. ­ � � (5, STAIR FABRICATOR 15 SOLEY RESPONSIBLE FOP, 5URVEYING AND VERIFICATION Of EXISTING CONDITtoNS I � I INCLUDING BUT NOT LIMITED TO THE LOCATION, ELEVATION AND .DIMENSIONS OF EXISTING WALLS AND I � � I I FRAMING. . I I E), ALL STAIR TREADS SHALL 13E CON5TRUCTED OF A MINIMUM OF 2 INCHES of NORMAL WEIGHT CONCRETE UNLESS OTHERWISE NOTED ON THE ARCHITECTURAL DRAWINGS ON MINIMUM 12GA, BENT PLATE . I I CONFORMING TO ASTM A263 (C), I . I � . I 11 O.ALL STAIR LANDINGS SMALL BE CONSTRUCTED OF THE FOLLOWING: � I I � � I . A. 3" NORMAL WEIGHT CONCRETE ON I OGA. STEEL SHEET, A5TM A2,53 (C) . � I D. SHORED UNTILTHE CONCRETE 15 CURED. � � � � C. MAXIMUM SPAN = 3'-O" FOR A 3" LANDING SLAB. � � D. CONCEALED STAIR-9 - 0/1 G" 28GA. FORM DECK. E. 2 1/2" NORMAL WEIGHT CONCRETE ON 1 112" 22GA. LOK-FLOOR.COMPOSITF FLOOR DECK, � I I . . . . . F. AS NOTED ON THE ARCHITECTURAL DPAWING5. I I . LIVE LOAD REQUIREMENTS FOP, STEEL STAIRS AND HANDRAILS 15 AS FOLLOWS: I I A. TREADS - I 00 FOUNDS PEP, 5QUARE FOOT OR SOOLB. CONCENTRATED LOAD AT MIDSPAN. I B. LANDINGS - I 00 POUNDS PEP, SQUARE FOOT I I I I . I I . C. HANDRAILS - 50 POUNDS PEP, LINEAR FOOT LOAD IN ANY DIRECTION OR 20,OLB CONCENTRATED LOAD . I I . . . . IN ANY DIRECTION. . I 1). GUARDRAILS - 50 POUNDS PEP, LINEAR FOOT LOAD IN ANY DIRECTION OR 200LB CONCENTRATED LOAD IN ANY DIRECTION. � E. INFILL MEMBERS - 200LB CONCENTRATED LOAD SPREAD OVER A I SQUARE FOOT AREA. I . I I WOOD STAIR CONSTRUCTION . . . I . ALL STAIR CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE. . 2. ALL WOOD FOR STAIR FRAMING.COMPONff NTS HEM -HIP, NO.2, OR BETTER, UNO. 3, ALL WOOD LEDGERS SHALL BE CONNECTED TO. HOLLOW CMU WITH 3/4" DIA, HILTI HY20 EPDXY ANCHOR-5, � . � U. N. 0. I I I � . I � 4. SUBMIT ALL STAIR SHOP DRAWINGS FOP, REVIEW PRIOR TO ANY FABRICATION, . . 1 5. STAIR FABRICATOR 15 50LEY RESPONSIBLE FOP, SURVEYING AND VERIFICATION OF EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO THE LOCATION, ELEVATION AND DIMENSIONS OF EX15TING WALLS AND FRAMING. . I I I I I � I � G, LIVE LOAD REQUIREMENTS FOP, STAIRS AND HANDRAILS IS AS FOLLOWS: � I I � A. TREADS - J 00 I FOUNDS FER SQUARE FOOT OF, 300LB CONCENTRATED LOAD AT MIDSPAN. I . I B, LANDINGS - I 00 POUNDS PEP, SQUARE FOOT I . C� MANDRAIL5 - 50 POUNDS PER LINEAR FOOT LOAD IN ANY DIRECTION OR 200LB CONCENTRATED LOAD . IN ANY DIRECTION, . I D. GUARDRAILS - 50 FOUNDS FER, LINEAR FOOT LOAD IN. ANY DIRECTION OR 20OLE3 CONCENTRATED LOAD . . I I I I INANY DIRECTION, � I � � I I I � E. IN ff ILL MEMBERS - 20OLE3 CONCENTRATED LOAD SPREAD OVER A I SQUARE FOOT ARE A. BLTILDING SHALL COMPLY WITH ALL APPLICABLE BUILDING, ELECTRICAi-, PLUMBNG AND MECHANICAL --ODES, Wt_UDING SHALL CON!fRr '1� WITH E � , YF PLICABLE C"' � - ALL AP i - j__ T4CF. ,,Z-_Pp Uir,LSCA "N--- . HY1 FOR PERMIT ONLY MULHERN & KULF*. S-lFRUC-IFURAL ENGINEERING, INC. 20 South Maple Street - Suite 1 50 - Ambler, PA 19002 Job: BENTLEY COMMONS Project Mgr: CKS I @ ZEPHYRHILLS I I DATE: 06-1 �07 11 I N&K project number: 56-0621 1 Drawn by: KSS a r c h i t e c t u r e, e n g I n e e r i n g interiordesign+1andplanning 2525 Holicong Rd., P.O. box 667 Hollcong, PA 18928-0667 215 794 1925 p 215 794 1926 t >� JQ 7 y _C 0 z 0 � �� _U - �. �: ��' � > LLI rV � � P4 0 E_ � H� d R71 U U �; 0 CA (.� � 01) z� E0 �_ � C-) � C� �A V) C� V) C) - 2 4- - 0- U 1:4 0 44 W �:) 8 IT. �q , �D 0 0 �: 4 v) QJ _n Cn � vi �:) V� �In - 0 C , I I I � . 0J _P d 0 Cq M �0 0 Ln = rl- IT . . _J .< W 0 0) .0 E 0 10 r_ M (n r. C 4� .41� 2 =(A = = �� � Ca C � 0.� � 2 4� -0 all (n . z C C 04 41 Ca *4 >0 CA ** -� � C rmll I M a Q) 0 � .0 (f) CA po �_ . W -0 z rw-m� N a) � 0 rmn� 4) �_ a rw� , 2 < 5 .4 It z U 0 re 0 q 0 L, 0­4 ;=� C � U. U +J < W-4 M ��J ;4 LO U = N , U-1 4 0) a. �� 4 "_ 0 � 0 C14 PL.I ,� 0 a) LI) C14 rwm� �* ,_ L_ Z +.J �* a) .0 < $� N �* E = W a 0 UJ 0 � C �_ P.O 0 C�? a 0 4 C6 N =0) 00 J-le, V_ 0.1 X 0� 6 UJ 8 6 z � C LIJ 000 :c t r% --M� d k.:) J 9z J L:j (6 :2 LLJ < �_ z < 0 :i U z 0 0 P- (f) 3: < 0 4 0 < M 0 0 _J W . I project no. drawn loy; 2006_06&00 KSS datel - checked loy'. JUNE 1, 2007 � CKS sco,Lel � approved loy: - sheet no, S N 0 X . = - �_ E� IX < & � I a J 0: LL Z, O..r- 2 , (1) co 2. CL I >4 X M 0) (O 0) O.0 0 +Z. N +� - M , (9 0 4� = , .0 :t 2 � L. , 0. -t . 0 (C : 0 CL - 1 2 3 M a I 7 11 ,- I C ,- IN E F I G N RA N 0 1 i I S AND S- P CIFICATIONS I � . � I GENERAL I . I I � I � I . I I . � � I I. GOVERNING CODE: I � 2003 INTERNATIONAL 13UILDING CODE I I i . . � � I � I I I I � I I . I � I . I I I I . . I . . I I I I . I I . . 2. DESIGN LIVE LOADS, PSF: I . I � . I I � . I I . I � . I I I � � ROOF: I SNOW + DRIFTING + MECHANICAL EQUIPMENT � I � I . � I . SNOW: . 1 21 PSF (GROUND SNOW PG = 215 P5F, CE = 0.7, 1 = 1.0), � I � I . I I . . I I I I I . I . . � 30 P5F FOR FLAT ROOFS. . � I I I . I I I . I I . WIND LOAD: 30 MPH,(3 SECOND GUST), I = 1.0, EXPOSURE5 . . � . I � I . I . I I . SEISMIC: I . 115C: 5EISN4�C USE GROUP 1, Sc,� = 0.20C, SDI= 0. 1031,:SITE CLASS = C . I � I I . � � UM -,�, wbOD SHEARWALLS, ,GYPS ND ( 5 H I I I I . � . 05 5 EATHED � DESIGN BASE � � I . .1 I - I . I . . 1. I . . 11 I I I I SHEAR = :173,KIP , QUI,VALENTLATEP,ALFOP,,CE:,PROCEDURE.. � � . I . I . . . . I . .1 . . I I I . . . I . . I � � I . � I I . I I � I I . � . I I I . � I I I . I � I I I � . . � I . I I � . � . � . . . . . I I . � . . I I � . . . . I . . I I . I I � . . . .1 CORRIDORS: . 100 I I � . I � . I I � � I I I � . I � I CORRIDbRs SERVING RESID AREAS: 40 � . I � � . � � , . . � I I I � I I LOBBIES, 100 . � . I � I I . . STAIRS t EXITS: . .11 100 I I I � . I RESIDENTIAL LIVING AREAS: 40 . I.. � . I . I . � I I � I RESIDENTIAL SLEEPING AREAS: 30 . . I I I I I I I . I I . I I � � I I I � I I . I � . I � . I I I . . � 3. DESIGN DEAD LOADS, PSF: I I 11 . . . � . . . � I . � I I I � . I I � I . � KOOF.TRUSSE5: � I I 0 130TTOM CHORE), 7 TOP CHORD � I I � I . ROOF RAFTERS: � I O � . � I I . � . I I I WOOD FRAMED FLOORS: 22 (INCLUDES 7 PSF FOP, 5/4" GYPCRETE TOPPING) I I I I � I � I . I I . I I I . . I . . I * FOR DESIGN DEAD LOADS NOT LISTED, REFER TO LATEST EDITION OF ASCE-7 FOP, MATERIAL t SYSTEM � � � I I I WEIGHTS, I . I � I . I . I � . � . . I I . . I 1 4. ALL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED 13Y THE CONTRACTOR TO � . . . I � CONFORM TO ThOSESHOWN ON THE ARCHITECTURAL DRAWINGS. IF STRUCTURAL DRAWINGS ARE USED � I I � . I I � I I I FOR LAYING OUT COLUMN CENTERS AND WALL LINES, ALL DIMENSIONS SHALL FIRST BE VERIFIED WITH . I THE ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS. . SURVEY LAYOUT FOR THE BUILDING SHALL I I . I I I I BE CHECKED AND "BE CLOSED" BEFORE WORK is commrNCEb. I I � . I I I I I . � I 1 5. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES, INDICATED BY THE DRAWINGS OR SPEC IFICATI ONS ARE � � I I . � NOT IN AGREEMENT WITH THESE NOTES, THE, BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH, OR I I I SIZE INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED. - . � � � I I I � � G. SECTIONS AND DETAILS SHOWN, WHILE DRAWN FOR SPECIFIC LOCATIONS, ARE INTENDED TO ESTABLISH I I DETAILS TO BE USED THROUGHOUTi IF THE CONTRACTOR WISHES TO USE � DETAILS OTHER THAN THOSE SHOWN ON ,THE DRAWINGS, SUCH .DETAILS SHALL. BE SUBMITTED FOP, . APPROVAL, AND APPROVAL CONFIRMED, BEFORE SHOP DRAWINGS ARE COMMENCED. . � � � . � 1 7, ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL APPLICABLE CODES AND REGULATIONS. I I I I � I . I I - - I . I I I APPROPRIATE SAFETY MEASURES SAT15FYING LOCAL AND 05HA REQUIREMENTS SHALL BE PROVIDED, I � I � I . . . . � 8. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITEIDTH . E SITE AND HAVING FAMILIARIZED . . . . . � I I I I I I HIMSELF WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR, DISCREPANCIESFOUND WITH � REGARD TO I I I . . . I THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION Of THE ARCHITECT AND STRUCTURAL ENGINEER. . I . . I � ­ � I I . 1 9. STRUCTURAL ENGINEER 1-9 NOT RESPONSIBLE FOR. WORK THAT ME DOES NOT REVIEW AND/OR WORK NOT I � I . I � COMPLETED IN ACCORDANCE WITH STRUCTURAL ENGINEER'S PLANS AND/OR SPECIFICATIONS. � I � I I O.THE STRUCTURAL ENGINEER's REVIEW, OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF HIS . I - I RESPONSIBILITY TO FOLLOW THE INTENT Of THE CONTRACT DRAWINGS, UNLESS A WRITTEN REQUEST . . I � � � � . � I . FOR A CHANGE HAS BEEN PREVIOUSLY SUBMITTED AND APPROVED BY THE STRUCTURAL ENGINEER. . 1. . I I . . . . � I I I I.THE STRUCTUREIS DESIGNEE) TO DE SELF SUPPORTING AND STABLE AFTER THE BUILDING Is COMPLETE. IT I I � 15 � THE CONTRACTOR�S SOLE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURES AND I . I I I SEQUENCE TO INSURE THE SAFETY OFTHE BUILDING AND, IT'5 COMPONENTS DURING ERECTION. This I . I I I . I I . . I . . INCLUDES, BUT. 15 NOT LIMITED TO, THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY I I � I � . BRACING, GUYS, AND TIE -DOWNS, PROVIDE ALL SHORING AND BRACING REQUIRED TO STA51LIZE AND . � . I I . . I . I PROTECTEXISTING AND ADJACENT, STRUCTURES AND SYSTEMS DURING COURSE OF DEMOLITION. AND . I I . CONSTRUCTION OF THE FROJECT� I I � � . � I . I � � I I . I � � � . FOUNDATIONS t EARTHWORK � I � �� I I � 1, FOUNDATIONS SHALL BEAR ON UNDISTURBED VIRGIN, SOIL AN D/O P, CONTROLLED COMPACTED � FILL . . I . . . � . I MATERIAL PROVIDING A BEARING PRESSURE OF 2000 PSFWINIMUM, BASED ON A SUBSURFACE � I I I I EXPLORATION PROGRAM CARRIED OUT BY GULF COAST TESTING LABORATORY, INC. AND. DESCRIBED IN . I I I � I REPORT ,NO. 1 �25 1 IG, I DATED FE5 . RUARY G, 2007. ALL EARTHWORK A . ND SU15GRADE PREPARATION SHALL I . . I . I I . I I I . . . I I I . . DEEXECUTED ,AS PER THE RECOMMENDATIONS DESCRIBED ,IN THIS REPOR I T. THE , SLAB -ON -GRADE . I . � . . � I I DESIGN WAS BASED ON ACHIEVING A WESTERGAARD MODULUS OF 5UDGRADE REACTION, K, EQUAL TO . I I � I I I I . I . I I I I . � I I � . � I OR BETTER THAN 50 PCI, I I I I I � I I � 2. ALL REQUIREMENTS FOP, SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL, I . I I � I BE FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. THE SERVICES OF � � I I � A GEOTECHNICAL ENGINEER OR ,APPROVED TESTING AGENCY SMALL 15E RENDERED TO VERIFY THAT THE � I . SUBSURFACE SITE CONDITIONS MEET THE DESIGN PARAMETERS NOTED ABOVE. NOTIFYARCHITECT OR � � � . I . I . . . I . . 1. I . STRUCTURAL ENGINEER IF FOUNDATION CONDITIONS ENCOUNTERED DIFFER FROM, SOILS EXPLORATION � I . . INFORMATION MADE: AVAILABLE TO THE CONTRACTOR. CONDITIONS: THAT DO NOT MEET THE MINIMUM . I . STANDARDS CITED ABOVE WILL RENDER THIS FOUNDATION AND, SLAB DESIGN VOID, IN WHICHCASE THE I . . I STRUCTURAL ENGINEER SHALL BE CONTACTED TO PROVIDE NEW FOUNDATION DESIGN. 11 I . I � � . I I . . � I I 1 3. ALL EARTHWOKK SHALL BE PERFORMED UN:DEK THE 5UPERVISJON� OF A LICENSED, SOIL TESTING COMPANY TO ASSURE COMPLIANCE WITH REQUIREMENTS OF THE SOILS REPORT AND SPECIFICATIONS. . I � . . I . . � � � . � . 4. FOOTINGS ARE TO BEAR AT LOWEST OF FOLLOWING REQUIREMENTS: , � 1. � I I . . I � A. ELEVATIONS NOTED ON DRAWINGS. � I � I I - � I � � . . . � I B-SOIL SUITABLE FOP, DESIGN BEARING PRESSURE, AS DETERMINED BY GEOTECHNICAL ENGINEER, . . I � C, FROSTIDEPTH (AS DETERMINED By LOCAL BUILDING DEPARTMENT) WITH RESP � ECT TO FINISH GRADE. I . . � . D. SLOPE OF I VERTICAL TO 2 HORIZONTAL FROM NEAREST ADJACENT FOUNDATION. 111. . . I I I . 1 5, PROTECT, ALL EXISTING UNDERGROUND UTILIT[ES WITHI . N WORK AREAS. CONSULT EXISTING MECHANICAL . I I . � . � . � � � I � . I I DRAWINGS REI EVANT TO SUCH UTILITIES. � � I I I - I . . � . I I I � . . . � 1. I G. 5ACKFILL SHALL BE. GRANULAR MATERIAL. APPROVED BY GEOTECHNICAL ENGINEER,, . DEPOSITED, AND I I � � . . I MACHINE COMPACTED IN 8-INCh MAXIMUM L . AYERS. COMPACTION SHALL HAVE A MINIMUM OF E)5% OF I . I I MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT, IN ACCORDANCE WITH ASTM. DG08 (STANDARD I . I I I I � PROCTOR) AS VERIFIED DYTESTING.LABORATORY. I I I . I � � . . I I � . . . 7. EXCAVATE � ALL FOUNDATfONS TO REASONABLY EXACT OUTLINE AND DEPTH, AVOIDING OVER -EXCAVATION I � I � I I . I AND CAVE-IN OF SURROUNDING MATERIALS AFTER SLAB 5uBGR,AbE WORK is COMPLETE. BOTTOMS OF I I . . . I I ALL FOUNDATIONS SHALL 13E DRY AND LEVEL PRIOR TO POURING. � . � 8. PROTECT 5UBGRADE UNDER ALL FOOTINGS AND SLABS ON ,GRADE FROM FREEZING . DURING I I .1 I I I I I I . . I I � � I � I I I CONSTRUCTION. I . . . I .. I I I I � I I . 1 9. NO FILL OR BACKFILL SHALL BE PLACED AGAINST RETAINING OR FOUNDATION WALL5 UNTIL GROUT OR I CONCRETE HAS ATTAINED DESIGN STRENGTH AND5UPPORTING MEM5ER-15 ARE IN PLACE, UNLESS PRIOR I .1 I 11 I I 11 � . . I I I I I � I � WRITTEN APPROVAL 15.05TAINED FROM STRUCTURAL ENGINEER, I I � � I I I . . . . I I I � I I � I � I I I I I I I I � � I I � I I . I � I . I � I . I . I I I � . � . . � . � � I I � � I . � I I � I � . CONCRETE I I . . . I I I . I . � I I . I I � P ALL CONCRETE WORK I .SHALL BE IN CONFORMANCE WITH "OLJILDINO cooff RF-00REMENT5, )em � . . I . . . � I . I I . I I .R,--INIzORCED C0A1C9,ff7-F-, ACI #318 AND "5PfC11-1CA7_10A15 )-OR 5TRL)CTLIRAL C01VCR,E7f ,FM I . . . I I I I I DLIILDIA165", ACI 301 LATEST EDITIONS., CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED . . ­ . . I I . , � . I I . AND PLACED IN ACCORDANCE WITH THE ACI "MAAIL)AL Of- 57-AA10ARD PRACTIC,E FOR DETAILIA16 I . I I I . . Rf1N,1:0RCF_D COAICRETf 5FRLJC7'LJR,E_`3" ,,ACI 315, UNLESS NOTED OTHERWISE ON THE STRUCTURAL I I � I I I I I I I . I I I I I I DRAWINGS. . 11 I . I 1 2. ALL ,CON CRETE: SHALL 15E.IREADY MIX AND DESIGNED IN ACCORDANCE WITH ACI 301, DF-51GN mixEs.AND . I . I I I I . ADMIXTURES SMALL BE SUBMITTED FOP, APPROVAL, , I ­1 � � �. I I . 1. I � ­ � . . 3. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM. COMPRESSIVE 5TUNGTH5:IN .28 DAYS, U.N,O.; I I I I � . I I . I I I � 11 11 . 11 I A. - . SLABSONGRADE: �. .1 1. .. � I I � .. . � 3500 P51 I I I I I 11 . I I . . I I . � � I I I ... . . I . I I 5. I ALL EXP05ED CONCRETE: I . I I 1. 1 ,3500 PSI . I . I . . . � � . . . . . I I I . I I . � � I I . I C. ALL OTHER CONCRETE,, U.O.N.: , . I �� I I � 3000 PSI I I 11 I I I . I . 1 4. ALL CONCRETE SHALL HAVE: A SLUMP Of 4" (PLU5 OR MINUS I "), 2 TO 4 PERCENTAIR ENTKAINMFNT, I � . � I � I I I . I � � � I I I I � ANDA MAX. WATER/CEMENT RATIO OF 0,50. � I I I . � I . I . I I I . I I . I I . � I I I I . 5.1 PROVIDE 4-G PERCENT ,AIR ENTRAINMENT FOR ALL EXPOSED CONCRETE. I I I . I . . I . . I . I G.. CONTRACTOR SHALL.05TAIN ONE SET Of FIVE STANDARD G-]NCH DIAMETER X I 2-INCH, HIGH TEST I I . I I I CYLINDERS PER D5 . 5 -R DAY, AND SHALL HAVE ,50 YAK I OF CONCRETE PLACED., MINIMUM ONE SET FE I . . I � I . I I SAME TESTED PER ASTM STANDARDS TO INSURE PROPER CONCRETE QUALITY CONTROL. - TESTING � I I I I I I I . I I LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST ,REPORTS DIPIECTLYTO THE I I I I I I I I I I . 1. � . I . . STRUCTURAL ENGINEER, . . 11 � I I I I I . . �. . I � I . . . 7. SUBMIT SHOP DRAWNG-5 TO STRUCTURAL ENGINEER. FOP, REVIEW AND APPROVAL. INCLUDING FU LL I . I . . I . .1 � � . I � I . INFORIVATIONFOR PLACING ALL REINFORCING, WITHOUT REFERENCE TO THE DESIGN DRAWINGS, I . I I . . . I 5. ALL CONCRETE REINFORCING BARS, SHALL I . =ROM BILLET STEEL IN ACCORDANCE WITH ASTM A-G 1 5 GRADE . I I . . . I I . � I ''I . GO. ALL WELDEDWIRE. FABRIC. SHALL BE A5TM A- 1 8�5. WWF ,SHALL 13E LAPPED AT. LEAST 8 INCHES , I . � . � AND CONTAIN AT LEAST ONE CR,055 W[RE WITHIN THE 8INCHES. 11 . I . 3. HE FOLLOWING I MINIMUM CONCRETE COVER SHALL BE! PROVIDED FOP, REINFORCEMENT: . � I � I I I I .. � I � I A. 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSE[,) TO EARTH, I . � I I I I I I . . 2" CONCRETE EXPOSED TO EARTH. OR WEATHER, #G THROUGH #. 1 8 BARS. � I . . . I I . � ' 12" , I CONCRETE EXPOSEDTO.EAKTH ORWEATHEK, #5.5AIR AND SMALLER. I � I � I I I . . I . . . I � - D. I I/ CONCRETE ,NOT EXPO5EDTO WEATHER OR IN CONTACT WITH EARTH - FOP, THE I I . I I I I PRI , RY REINFORCEMENT� TIES, 5TIR.RUIP5, AND SPIRALS IN BEAM5AND COLUMNS. � . . . I E. 3/4" CONCR NOT EXPOSED TO WEATHERNOR IN: CONTACT WITH EARTH - FOR SLABS, I I I . . � I . . I . I . � I WALLS, AND 15TS, #I I, BAR AND 5 MALLER. I . 1. . .� I � I I I I . . I 0, PROVIDE CORNER BARS TO MATC I IZE AN I D, SPACING OF HORIZONTAL RENFORCING AT CORNERS Of ALL I I . I . . . . I I I . � CON CRETEWALL_ FOOTING AND). 6 1 BEAM CONSTRUCTION. CORNER BARS SHALL LAP HORIZONTAL � I � I . . . . I REINFORCEMENT A MINIMUM OF 48 5A METERS, U.N.O. I � . I 1. . I . � � . . I . I I I I.CONCRETE SHALL BE PLACED ONLY AFTER IN ,, TION AND APPROVAL OF THE REINFORCEMENT BYA I � . I I I � . I I I I . � � . I I I I QUALIFIED TESTING AGENCY ORTME STRUCTURAL GINEER. - I I 11 I . I I I I . . I . I � R5.. 12, CONTRACTOR SMALL PROVIDE SPACERS, CHAIRS, TER5, ETC. A5� NEGF55AP,Y TO SUPPORT I I . I . . I I I I . I REINFORCING STEEL SUPPORT ITEMS.WHICH BEAR ON SED,CONCRETIE SURFACES SHALL HAVE I I . I � . . . . I ENDS WHICH AP � . .11 I , ,E PLASTIC TIPPED OR STAIN LES55TEEL. I I I . I I � I � I I I I . . . . I � 1 3. MIN I IMUM LAP SPLICES ON ALL REINFORCING BAIR, SPLICES, SHALLBE BAR DIAMETER55EXCEP'T WHERE I . I . I OTHERWISE NOTED ON THE DRAWINGS... FOR ,BEAMS AND ELEVATE 5 , LAP BOTTOM STEEL AT THE I I � I SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLV55 OTHERWISE NOTED. I .1 I � I I I . I I J4.REFER TO TYPICAL DETAILS FOR. SPECIFICATIONS ON CONTROL JOINTS, CONS CTION JOINTS, AND . . � I . . . I . I I . I EXPANSION JOINTS. I . I I . I I � � I I I I . . 15. HORIZONTAL ,KS SRN JOINTS SMALL BE PROVIDED IN BEAMS SUPPORT SLABS, AND I . I . �. I . . . . . . , . I I I WALL FOOTINGS WITH A DEPTH Of I- 1/2" AND HEIGHT EQUAL TO ONE-THIRD OF THE MEMBE, DEPTH, , . . . . I . . . . . . REINFORCEMENT SMALL BE �CONTINUOUS THROUGH CONSTRUCTION JOINTS � UNLESS OTH 15E I I I I � . 11 I I .NOTED ON THE DRAWINGS. CONSTRUCTION JOINTS MAY BE USED ONLY AT LOCATIONS 5H(�WN �� I . � I I I I :THE DRAWING5.OR AT OTHER I OCATION5 APPROVED BY THE STRUCTURAL:EN GIN EFR. , I I . I - . . I . I I I � I I G. STRUCTURALLY SUPPORTED SLABS ON GRADE BEAM5. SHALL HAVE CONSTRUCTION JOINTS I L I ATED I I I . I WITMIN MIDDLE THIRD. OF SPANS WITH ALLREINFORCEMENT PASSING THROUGH JOINTS. , P0 'VIDE � . I � . . � JOINTS WITH BULKHEADS HAVING CONTINUOUS CHAMFERED SHEAR.KEYS. . MAXIMUM � POUR LE GTH I I I . . I I I . . . FOP, SUPPORTED SLABS NOT TO EXCEED GO FEET IN: ANY DIRECTION, I � I .. � I 1 7. ALL CONCRETE, INCLUDING FOUNDATION WORK, 15 TO BE VIBRATED, VIBRATORS SMALL NOT USED, . � I . � � . I I . I I I TRANSPORT CONCRETE. I I � 1. . . . - 11 11 I I I I . I . . I 5. CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 304, LATEST EDITION. CONCRETE 5HA NOT BE . I I I � 11 . I I I I I . . I I SUBJECT TO DROPS IN EXCE55 Of 5-FEET. ,. . � I . . I I � I I . I � I I � I . I � I . I I 0. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANI . CAL DRAWINGS FOP, SIZE A LOCATION OF . � I I I . I . . .1 . . I . OPENINGS, INSERTS, EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, C, 1� AS REQU I RED I I . . . � I I I 1: . BY OTHER TRADES, , THESE ITEMS SMALL BE FURNISHED AND INSTALLED P K TO PLACEMENT OF I I .. I . I I I I � I I I I I I I � CONCRETE. . . I � I I I . . I I I I I . I I . I I . I � I I .. I I I I I I I I I � I I I I � I I I I � I � . I I � I I SLABS ON GRADE . I � I .. . . I I I I I . . . . . . . � I . . � I I . J_ SLA55 ON GRADF,5MALL. BE. CONSTRUCTED IN ACCORDANCE WI THE TYPICAL SLAB DETAILS INDICATED . � I I I � . . . I � . . I I ON THE CONSTRUCTION DOCUMENTS, I I . I . � . 1. I I � 1 2. PROVIDE G INCHES CRUSHED STONE, UNDER ALL SLA - N-GRADE LOCATIONS AS, NOTED IN THE I I I I I . .. . I . � I I I I GEOTECHNicAL REPORT. � . I . . I . . I . . 11 I I . . I I I � � I . . I . I I 1 3. POKOU5.fILL FOP, SLABS SHALL BE A UNIFORM RADED MEDIUM COURSE STONE AGGREGATE TO I I I . PROVIDE,. WHEN COMPACTED, A LEVEL ' STABLE: DWELL. DRAIN ING 5UB-BASE FOP, THE SLAB. U5E#57 � I . I � I . .. . . I . I CRUSHED NATURAL STONE .OR EQUAL � . I . I 11 1. I - I . . . I . . I I . 4. PRIOR, TO POURING FLOOR SLABS, REFER. T , HE. CONSTRUCTION DOCUMENTS FOK ADDITIONAL WORK TO I I . I I . � . I . I . . � I I . . . I . I I . I � .BE COMPLETED IN OR BELOW THE FLOO . I . . . . . I . � . I I I I � . 1 5. AFTER ALL UNDER-SLA5 WORK HAS B INSTALLED, CONTRACTOR SMALL ,FIELD CONFIRM THE DENSITY OF I I I I I . � I � I . I � I I THE SOIL. ANY 5017T�NIUMIIN , 0 R. OTHERWISE UNSTABLE OR UNSUITABLE SUBGRADE SOIL THUS D, ,P _ _, DETECTED SHALL BE, N T AND REPLACED WITH SUITABLE fl LL PLACED. AND COMPACTED AS . . I I DIRECTED BY GEOTECHNIC ENGINEER. ANY AREAS WHERE THE CCIPACTED.SUB-GRADE. 15 DEPRESSED I . . I I � I . 'BY MORE THAN 2" SHAL E, FILLED WITH ,SUITABLE MATERIAL AND RE -COMPACTED. I I . I I I I I I I G. PROVIDECONTROLJO SATALL IN_9IDE,CORNER5 Of SLAB EDGES, AND AT OTHER LOCATIONS WHERE . . . � I I I . . I � I 5LAB CRACKS A IKELY TO DEVELOP, SEE FOUNDATION DETAILS FOP, TYPICAL CONTROL JOINT, � . I I T PROVIDE 112 INC REFORMED EXPANSION 'JOINTS IN SLABS WHERE INDICATED, REFER TO TYPICAL SLAB I . I � . � I I I I . I � � � I I JOINT DETAII . I � I . . � � � � I I I I � I . I I � I . . . 8. WHERE INT IOR SLA55 ABUT MA-90NRY OR CONCRETE WALLS, THE .SLAB SHALL BE THICKENED TO 8" I I I . I I . I , � I I . � I I . MINIM ADJACENTTO WALL. PROVIDE, V21NCH THICK PR�-MOLDED JOINT FILLER ALL AROUND SLA155- . I I .1 � � I . I I . . - NOTED. � I I I CN- DE WHERE ABUTTING CONCP,ETE/MA50NP,Y WALLS, UNLESS OTHERWISE � I I I . . . 19, C MN5 SMALL, BE ISOLATED, FROM I I THE FLOOR . SLAB WITH FULL CO I NSTRUCTION JOINTS AND I I I I I I I OMPRE55IBLE MATERIAL. SLAB BLOCK-QUT5 AROUND COLUMNS SMALL BE DIAMOND ORCIRCULAR IN � � . I . I . � � I I I � 1. SHAPE, AND OF A UNIFORM51ZE. � I ''I � 1. .. I .. � � I . I I � . I I O.RAMPS, ,SLOPING SLABS, .STEPS, AND SLABS EXPOSED TO WEATHER SMALL RECEIVE A LIGHT 5ROOMED � � . � . I I I I I I I � I I I FINISH, U.O.N. : � . 1. I ''I � I 11 I I � I I I � � � I � . � I I � . I I . I � I I I I . � . I � I � IA.LOCATF WELDED WIKE,fABR.IC 1-:1/2 INCHES BE,LOWTOP Of SLAB. . ,, 1. � I . � � I I I I � . I I � � I . I I I I I . . I I . I I I I . 11 2. REFER TO CAST-IN�PLACE CONCRETE NOTES FOR. ADDITIONAL CONCRETE REQUIREMENTS.. - I . I . .� . I I � � I I . I I I . I . I I � I I I . I � I I I I I I I � I � . I . . . I . I I I I . I � . I � I I I I I I I I I . I . . � . I . . I � I � I � � I I STRUCTURAL LINTELS � I I . . I � � I I I � I . I I . I . I I I I I I I � I � PRECAST CONCRfTE LINTEL5 I � I . . I I I I I . I I . I i . PROVIDE PRECAST CONCRETE LINTEL5 OVER ALL OPENINGS UNLE55 NOTED OTHERWISE ON DRAWINGS, � � � � � I I I I I I . I 1 2. REFER TO PLANS FOR SPECIFICATIONS Of ,LINTEL5 FOP, ALL MA50NRY OPENINGS 0 P, RECESSES. I I I I I I . I . . � � I . � � I COORDINATE, ALL OPENING REQUIREMENTS -WITH ALL TRADES, .DRAWING REQUIREMENTS, A N D/O R I I I I I I I � I I I . I . . I I . I . I I APPROVED MECHANICAL CUTS AND SHOP.DRAWINGS. I I I I I I �.. I � I I I .1 I . � I I I I . . I I 1. I � I � . � 3, ALL PRECAST CONCRETE LINTEL5 SHALL HAVE A, MINIMUM COMPRESSIVE STRENGTH OF 4100O.PSI. UNLESS � I . � . I I I . I . I . . . I NOTED OThER.WI5I!, I . I . I . . . . I .1 I . . . . . I . I I I I . . . I I � . I I . . . 4. 1 ALL LINTEL5 SHALL BEAR ONWALL AT EACH END A MINIMUM DISTANCE OF: 8 INCHES FOP, SPANS U. P TO I . . . � � � 1 (5'-O" AND I INCH PEP, FOOT OF SPAN THEREAFT ER, UNLE55 NOTMOTHERMSE!, I I � . .1. I I I . I . . . I I __ 11, 1pt "�_u �� 1 � 1 ON (01, 111111,111 I ROOM\ 1� '! Liviell�������l���� ... i @ ZEPHYRHILLS I . . . . � I I I . I � . I . . . . STRUCTURAL STEEL I . . . � . � � . I I I I I I I I . . . . � . I I I I I . . . . I , ALL STRUCTURAL STEEL WORK SHALL BE IN CONFORMANCE WITH "3PECI,-ICATION FOR Ttff ,?,-5/OA/, " . ,1'-':AO.RJCA7-IOAIAAlDfRfC7-ION 0,-,57_RL1C7'LJRAL,5r,-,-L FORDLJILOIA165", A15C, ASE) - NINTH EDITION � � I . . I I I . . 2. MATERIALS STANDARDS (UNLESS NOTED OTHERWISE ON DRAWINGS OR IN PKOJEC75PECIFICATION5): I I � � I � � I I I . . A. ALL STEEL Wf. BEAMS SHALL BE ASTM-A992, 50,000 P51 YI ELD, . � � . . I I � � I . 13, ALL ANGLES, CHANNELS AND PLATES 5MALLBE ASTM-A3G, 3G,000 P51 YIELD, I . � , I I I I . .C. PtPE SHAPES: ASTM.A535.35,0000 P51 C)R ASTM-A50.1, 3G,000 P51'rIELD, � , � I I I . . � . I 1). � M55 SHAPES: A5TM-A5OO, GRADE B, 4G,000 PSI YIELD. . . I . I � . . . � � I I . . I I E. ALL OTHER SHAPES SHALL BE ASTM A3G, 3G,000 PSI YIELD. I I I � � � I � . I . � I . . . I . . � � I . I I - I . F, ANCHOR BOLTS., ASTM-f 1 554, GRADE 3G, UNLE55 OTHERWISE NOTED. L . . . I I . � � . � I I � I � . I 3. 5hOP.CONNECTI.O.NS SHALL, BE hIGH-5TKENGTH 15OLTED OR, WELDED. , MINIMUM BOLT SMALL BE 314" . � . I . . � . I .1 DIAMETER, A_5TM A325N, .UNOi MINIMUM SIZE WELD, UNLESS OTHERWISE NOTED, IS TO BE 3/1 G INCH � FILLET, F70XX ELECTRODES. ELECTRODES SMALL BE 5UITED TO:STEEL GRADE. � .1 . � I . I � I . 4. FIELD CONNECTIONS SMALL BE MIGh-STRENGTH BOLTED, 3/4" DIAMENTER, ASTM A,325N, I UNO, BEAM AND . I . I � . . I SHEAR CONNECTIONS WITH HIGH-STRENGTh BOLTS ARE TO BE BEARING TYPE, UNLE55 NOTED I . I . I . . I OTHERWISE. WHERE FIELD -WE . LDING 15 NOTED, IT SHOULD BE PERFORMED BY CERTIFIED WELDER5 ONLY. I . . 5.. WELDE S SMLL CONFORM TO.ThE LATE5TREVISED CODE OF THE AMERICAN WELDING I : . � � I I . . I � . 50CIETY5 AW5,D I_ 1. . � I I I � �. 1. I � . I I I I . . . I I G. ALL WELDS SMALL BE, AT A MINIMUM, VISUALLY, .INSPECTED BY A.N APPROVED LICENSED TESTING � I, COMPANY, REFER� TO "TESTING" SECTION Of: GENE . RAL NOTES AND SPECIFICATIONS FOP, ADDITIONAL � I � . I � I I . I � I I . � I I . I I I TESTING REQUIREMENTS. I � .. I I I . � � I � I I I I I . I � I I I . 1 7. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OFTHE "SPECIFICATIONS FOR � I - . I I I ­ I I � I � I � I � . I .� STRUCTURAL, JOINTS U-91NG A5TM A325 OR A400 BOLTS" As. APPROVED BY THE ,RESEARCH COUNCIL I � I I . � . I I I I I ON STRUCTURAL CONNECTIONS. I � I I I � � . I . . � � . I . . � . I . 5. ALL CONNECTIONS 5hALL BE FULL ,DEPTH CONNECTIONS ON I ALL GIRDER AND BEAM. CONNECTIONS TO I I � I I I . . COLUMNS AS FOLLOWS: . I I � � . � . . I � I . I � I I � A., M55 AND PIPE COLUMNS,: 3/8" THICK (MIN.), FULL, DEPTH ThKU-PLATE. � BOLTS SMALL BE AT 3- . I I . . � . I . . � I . I . INCH O.C. VERT. I I I � � � I I I . . � I I � I I . I . . � . � 11 13. BEAM TO GIRDER; FULL DEPTH,. SINGLE ANGLE SHEAR, CONNECTION TO BF, SUBM ITTED I FOR I I I I � . . I I I I I . REVIEW FOP, APPROVAL . . I . � 11 I - I . I .. . .1 .. I � .1 I I I I � . . I 9, ,f IELD. CONNECTIONS BY CUTTING OR BURNING ARE PR,OH.IB]TED'L EXCEPT BY SPECIFIC APPROVAL. Of THE. . I I 11 I � � I . I � .1 I � I I I I . � I I ENGINEER. . .1 I I I .. . I . .. 11 � � I ,� . . . I I I I I I I I I I L . . I I . . 1. 10,5TEEL FRAMING SHALL BE PROPERLY BRACED UNTIL AFTER FINAL CONNECTIONS ARE MADE, I � I � I . . - '_ ' � � I I .STRUCTURAL AND M15CELLANEOU-9 STEEL FABRICATORS SHALL L BE � RESPONSIBLE FOP, AINING AND )L E � . � � . I . . I . . . . I I . VERIFYING ALL FIELD DIMENSIONS NECE55AKY FOP, THE COMPLETION OF THEIR W . I � I I . .1 . . . I � . OT C _ CE I 2.SMOP DRAWINGS SMALL BE SUBMITTED FOP, REVIEW AND APPROVAL.. FABIR,IC N SHALL NOT COMMENCE or UNTIL. SHOP DRAWINGS ARE APPROVED. IF THE FABRICATOR?R, F 5 USING DETAILS OTHER THAN , I I . I I . . THOSE, SHOWN, SUCH DETAILS SHALL BE SUBMITTED FOR R . AND APPROVAL BEFORE DETAILED . . I I I . I I � .SHOP ,DRAWINGS HAVE BEEN SUBMITTED, COORDINATE ETAILING TO INCLUDE STRUCTURAL STEEL . � � I I . INFORMATION SHOWN ON THE ARCHITECTURAL DRAW .: 1. . � . . . . . . I . 1 .1.3, STEEL 5HAPE5, PLATES, ETC.. WHICH ARE EXP05ED WEATMEK SHALL BE GALVANIZED OR PAINTED WITH. A . I I I I I � � I I . I . � I I I RUST INHIBITING, ,EPDXY PAINT SYSTEW . I � � . 11 I I . . I I � � � � � I . I I . 14. ALL STEEL BEA,W.5�L BE THOROUGHLY EANEI)INAC,COP,DANCEDWITM55PC-5P2,OP,BETTEP,. I I . I � . . 11 I I . I I I I ,_"_, ,� 15. PROVIDE �E CO �T OF, ANDAKD . P PAINT ON ALL UNGALvANizED PIECES EXCEPT AT AREAS TO. BE I I .. I . � I � I . FI E , LDED, , . I . . �. � . I I I I . I . I I . . I . I I I � I G., TOUCH UP. IELD WELDS NY DAMAGED AREAS OF PAINT IN FIELD AFTER WELDING WITH A. ZINC RICH I . . . I I I . I I . � . I F NT. I I . I . I I I I . � I � 1 7. ALL EEL 51!A� �� ALL 5E.FABRICATED AND ERECTED. WITH THE NATURAL CAMBER (WITHIN THE MILL . I � � � I TOLE NCE) . ATED AE30VE THE HORIZONTAL CENTERLINE BETWEEN THE END CONNECTIONS. . . 11 . ­ I � . � . I � � I I . � I I . I I I . I I � . � � . � � � I I I . � � I I ­ � . . I . I � . . . � I � I . . . . . . I W OD MING: 1. . � I.. � .I I . . . � I . I 1. � .� � . I . I . I I � I � I I I I � � I . I . OOD CONSTRUCTION SMALL, COMPLY WITH THE FOLLOWING BUILDING CODES AND STANDARDS; I . . . . . . � . I A. AMERICAN INSTITUTEOF TIMBER CONSTRUCTION (AITC): STANDARDS MANUAL.. I I � I I I I I I . I I 1 B.. AMERICAN, FOREST t PAPER ASSOCIATION (AFPA)-. NATIONAL DESIGN STANDARDS FOP, WOOD . I I I . � . CONSTRUCTION. . I � I � � . � � I � . I � C. OUTMERN FINE INSPECTION BUREAU: � STANDARD GRADING RULES FOR SOUTHERN FINE I I I I � I I . � L E R. I I � � � � I I I I . . I . . � I I . � D . TRUS TE INSTITUTE (TPI): DE51GN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED � . . I I . � I . . .1 . . I I � . . I . . I . � �WOOD TR E5. I . . I I I . I I . I 11 I � . � I I I . . : I E., AMERICAN. PL 01) ,ASSOCIATION (AFA): GUI DE TO PLYWOOD FOR FLOORS, PLYWOOD . I . . I . I I . . I � I . . . I I � � . I I . I SHEATHING FOK W t ROC)Fse' I I I I . I . . I I I I I I I I . . I I I . I I I . . I I � I -IRS ASSOCIATION STANDARDS, . � . . . I I I I F. AMERICAN WOOD PRE E I I . . . . . I � � � I I 1 2, ALL STRUCTURAL LUMBER SHALL BE AMPED, ,BY AN APPROVED AGENCY, IN .ACCORDANCE WITH THE . � � . � . . I AM,ERI,CANINSTITUTF-,CFTIM[3f-KCON,5TP,U ON'S "CONSTRUCTION MAN UAL". � . I I I I . � I � I . I I . 3.: MOISTURE CONTENT OF ALL STRUCTURAL L �M SHALL BE LESS THAN I 0% AS VERIFIED BY STAMP. . I ­ . I �. . . I 1. I � . I � . � 4. ALL STRUCTURAL LUMBER SMALL BE A5�FOLILOW5: I - � 11 . . I .. I 'A� � RAFTERS, JOISTS,. HEADERS, BEA.MS:IMEM-F, #2, OR BETTER. . � . I . . . . � I I . . I I I B. � WALL STUDS, POSTS, t PLATES:., . SPF STUD DE, OR BETTER. I I . 11 I . . I . I . I I . 5. INSTALL PRESSURE TREATED OR PRESERVATIVE TREATED LU ER WHERE LUMBER. 15 IN CONTACT WITH I I I I � I � � I I . I � I . CONCRETE OR 15 EXPOSED TO WEATHER. �. I . � � 11 . . . � I I . I I I � I I . I . G. PROVIDE 50LID BLOCKING UNDERNEATH ALL POINT LOADS5 . . CONTIN IS TO FOUNDATION OR BEARING, . � �. .. I �. I � � � . � I . � � I 11 BLOCKING SHALL MATCH SIZE OF� POST ABOVE. I I . . � I . � � I � I � � - . � 7. ALL CONNECTIONS SMALL CONFORM TO THE FASTENING SCHEDULE. IN IDc C, , TABLE .2304.9. 1, UNLFS . 5 � . I I I � � I I I I . I I I NOTED, OTHERWISE ON THE ,STRUCTURAL PLANS. ALL BOLTED CONNECTIONS ALL BE,MINIMUM ASTM- . I I I I I I . . . . . I . I I I I I . I . . I I I I . I . A325i . . . I . . � . . . I I . I . � . I I I I . I I � . . . 8. PREFABRICATED METAL HANGERS AND CONNECTORS SMALL BE INSTALLED AS SPECIFIE N STRUCTURAL . I I . . I I . . . . . PLANS OR SHOP DRAWINGS. � NAILING: SMALL CONFORM TO MANUFACTURER'S PUBLIS TABLES TO, . I � . . � I . � � I � . PROVIDE MAXIMUM HANGER CAPACITY, UNIESS NOTED OTHERWISE ON STRUCTURAL PLA . NAI LS I I I I I � .1 .1 I � I � I . . I I I SHALL BE FULLY DRIVEN IN ALL ,HOLES IN THE ANCHOR. , CONNECTORS SHALL BE AS MANUFACT D 13Y I . � � � . I � I I � I I �SIMP50N STRONG -TIE, UNITED STEEL PRODUCTS (USP), OR APPROVED EQUAL. I I I , I � I I I I . I I I � � I � 9. � HANGERS AND METAL CONNECTORS. SHALL BE ZINC PLATED, UNLESS EXPOSED TO. WEATHER.. , EXPOSE � I I I I I HARDWARE: SMALL. BE HOT DIPPED GALVANIZED OR COATED AS. REQUIRED FOR CONTACT WITH � I I I . I � I PRESERVATIVE TEATED � . . � I � I � I I . � I I I I I IO.ALL MEMBERS SHALL HAVE LATERAL SUPPORT SUPPLIED AT ALL. BEARING POINTS AS, WELL AS 1. I � . . . � � . � � � I � � CONTINUOUSLY ALONG THE COMPRESSION FACE, � � - � � � I 1. � � ­ � � � . . I I I ,,ALL ENGINEERED. LUMBER SHALL CONFORM TO THE FOLLOWING MINIMUM DESIGN PROPERTIES: I I . . I I . I . I A. E =� 11 1900,000 P-91 F5 = 2,300 PSI FV = 230 PSI FC// = 2,900 PSI I . FC = 740 PSI I 11 2. ROOF SHEATHING SHALL BE I E)/32" AFA RATED SHEATHING 40/20,.EXPOSURE I.. FASTEN 51­1.�ATMING TO � I . . . . � � . � I FRAMING MEMBERS WITH 5D. COMMON NAILS AT 12" ON, CENTER IN CENTER AND AT C" ON CENTER � . . I ALONG THE PANEL EDGES. PROVIDE "M" STYLE CLIPS -ALONG: UNSUPPORTED EDGES. I I I � . I . . I I � . 13, FLOOR SHEATHING SMALL BE 23/32" APA RATED 5TU RD-I -FLOOR: 24" ON CENTER, EXPOSURE I, TONGUE � � � . I I I I � I I I . I I I � I I . I I . . I . � I . AND GROOVE EDGES. FASTEN SHEATHING WITH ,GLUE AND 1 OD COMMON NAILS AT 12�".ON CENTER IN � . . . . I CENTER ANDAT G'.' ON CENTER ALONG THE PANEL. EDGES. . GLUE ADHESIVES. SHALL CONFORM TO THE I � . . I I I I . . I . I I I I I I I . . I . I I . . . I . I � I PERFORMANCE SPECIFICATIONS IN AFG-O 1. I I I I I . I I . . I . � . I - . I I . 1. I I I 1. I I . I � . � . 14.WALL SHEATHING SHALL BE 7/1 G" APA RATED SHEATHING 2411 G, EXPOS,UIRE I . I � I � I . I I � I I I � I I � I I - I I I I I � I � I I I I I I . I I I I � I I . I I I . I I WOOD I-JO15TS: . . I I I I I I � I . I I I I � I � I . I-JO15TS FLOOR SYSTEMS SHALL BE DESIGNED BY. MANUFACTURER, TO MEET AND/OR EXCEED L/480 I � . � IMPROVED PERFORMANCE LIVE LOAD DEFLECTION CRITERIA. . � � - I I . � � � � . � I . � I I - . I � . . I . � 2. REFERTO 5TRUCTURAL-PLANS FOR DEPTH OF FLOORSY5TEM AND I -JOIST SPECIFICATIONS. . I I I 1. I I 1 3. I -JOIST MEMBERS SMALL 13E ENGINEERED.BY THE ,MANUFACTURER TO SUPPORT ALL ,CODE REQUIRED . . I I . . I I I U N I FORM LI VE, LOADS A . ND DEAD LOADS, A5,SFECIFIED ON THE CONSTRUCTION DOCU. MENTS. ALLPONT I I . I I . I I I I I I LOADS, PARTIAL UN Ir FORM LOADS, OR COMBINATIONS THERETO SMALL BE CALCULATED, BY THE I-JO15T I � I I I I I I . � � I MANUFACTURER, IN ACCORDANCE WITM:TME DESIGN LOADS NOTED HEREIN, AND ACCOUNTED FOP, IN THE I . I � I I . I I I . DESIGN OF THE FLOOR SYSTEM. . I . I � I I . I I I I I . . I . I . I I I . . I . . I I I . I . . . . . I . � I � I I I . I I I I I I I I I . . I I I I I I . � 1 4. SHOP DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER,. REGISTEREDIN THE STATE OF I � I I PROPOSED CONSTRUCTION, :SMALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR I . I I I REVIEW AND APPROVAL, PRIOR TO DELIVERY. SHOP DRAWINGS SMALL INCLUDE TMEfOLLOWING:. . I . . I I I . I I A.. DRAFTED PLAN LAYOUTS,, CONFORMING TO STRUCTURAL PLANS, IDENTIFYING ALL MEMBERS. I � � I . I . I 1 15. SPECIFICATIONS FOP,. I -JOISTS, . ENGINEERED LUMBER BEAMS, RIM BOARD, WEB, STIFFENERS, . I � I I I BLOCKING -TYPICAL DETAILS. I . I I I I I I I I I . I 1. I . I . . I I I I I I . : C. SPECIFICATIONS FOR: ALL METAL MANGERS AND CONNECTORS. I � � I 11 � I I . I . I . � I I I I D, HANDLING t INSTALLATION INSTRUCTIONS. . I I 11 . � � I I I I � . � I I . � I I I � � . I I � I . � � � I I . I . � I I � . . I PREIFABRICATED WOOD TRUSSES: � . 1. I I � . I... . � . I . I . I � I � I I � I I I . . . � I � � I I . .1 . . .1 ­ .1. DESIGN, FABRICATION, AND INSTALLATION, OF TRUSSES AND METAL CONNECTORS SHALL BE � IN I I . I . . . . I ­ I I � ACCORDANCE WITH THE FOLLOWING STANDARDS AND SPECIFICATIONS: � � � I I I I � � . � . I I I 1. I � A. SUPPLEMENT TO ENGINEERING BULLETIN #5E-2GG, DATED.4-1 9-GO OF A.S. DIV15ION FMA 1-4- IGI,. . � 1. I - . I I � � � I . I � I . I B. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS REPORT # 1 7414.5, DATED 9-G-8G. � I I I . . . C, DESIGN SPECIFICATIONS FOP, LIGHT METAL PLATE CONNECTED WOOD TRUSSES, TIO.I. 70, 1 1 1 1 . I . . � . I I . D, IBC CODE, LATEST EDITION. I I . . � � . I I � . . I � � �E. TRUSS ,PLATE INDUSTRY HIB-9 1; HANDLING, INSTALLING,, AND BRACING METAL PLATE � . I � .1 I � I I I . CONNECTED WOOD TRUSSES. I � . . . I'll I I � . . � . . . 2, TRUSS MEMBERS SHALL BE ENGINEERED TO SUPPORT ALL CODE REQUIRED UNIFORM LIVE LOADS I AND I I I I : DEAD LOADS, AS SPECIFIED ON THE CONSTRUCTION DOCUMENTS, -ALL POINT LOADS, PARTIAL UNIFORM I I I I I . I I 1. I . LOADS, OR COMBINATIONS, THERETO SHALL BE CALCULATED BY.THE TRUS5 MANUFACTURER AND I � I ACCOUNTED FOP, IN THE DESIGN Of THETRU55E5, . . I � � I I . I . 1 3. TRUSSES SHALL ,BE DE51GNED BY MANUFACTURER TO MEET AND/OR EXCEED L/460 IMPROVED I I . . � I I PERFORMANCE LIVE LOAD DEFLECTION CRITERIA. I I . � I I . . 4. SHOP DRAWINGS, -91GNED AND SEALED BY A PROFE55IONAL ENGINEER, REGISTERED IN THE STATE OF I . I I 1. I I . I I I I I I � I I . . I I I I PROPOSED CONSTRUCTION., SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR I I I I I I . I I REVIEW AND APPROVAL, PKIOR TO FABRICATION. SHOP DRAWING55HALL INCLUDE THE FOLLOWING: I I I . I I I � I I I . I I . I I I I A. DRAFTED PLAN LAYOUTS IDENTIFYING ALLTKU55FS. . . I I I I I . : B. INDIVIDUAL MEMBER SHOP DRAWINGS INCLUDING: ,DIAGRAM, OF MEMBER, CHORD STRESSES, . I I SUPPORT REACTIONS AND UPLIFT FORCES, LUMBER SPECIFICATIONS, UNIFORM AND ANY I I . . I . I . I . I .1 I OTHER LOADING CONDITIONS, .WEB MEMBER BRACING,. STONGBACK LOCATIONS (FLOOR . . I I I I . I I I I I I I I TRUSSES) . I I I I � I � . . I I � . I I . � I C. SPECIFICATIONS FOR ALL METAL HANGERS AND. CONNECTORS,. � I . � � I I I I 1 5. ALL PREFABRICATED WOOD ROOF TRUSSES. SHALL BE SECURELY FASTENED TO. EACH SUPPORTING WALL I . I I . . . OR E51EAM WITH (1) SIMPSON I . � VE EQUAL), UNLE55 NOTED OTHERW15E I I ' I D EQ . I . I . T UC. ��� . 0 . . ON 5TRL,11::,,T "I . PROVIDE (2) 5IMF50N H2.5A CLIPS AT AL 'OPTS Of 2-PLY ROOF.GIRDER ' � � . �� 5 5 T 3_PLY RDr _ TP 99�5 LESS 11 _P _U_ _ _ _ U .. 5, AND (3) CLI P�5 AT 3-PLY GIRDER TRU55ES - UNLE-55 N O T E D OTHEKWISEON STRUCTURAL "_. �'Pl A� I , I I I I - . . I . I . I - I I � I I . I I I " I I . I I I . . I I PLANS,. I I . . I � I I I . I I I I I I I � � 1. I I I � � I 11 . 1. I . � � I I I . . . I I . . � . I I I METAL PAN.STAIR. CONSTRUCTION - . I I . . I 11 I � . I I I � I . � I . . I I I 11 ALL STAIR CONSTRUCTION SMALL CONFORM TO THE 2000 INTERNATIONAL BUILDING CODE, A15C MANUAL . I � I I I I FOP, STEEL CONSTRUCTION (ALLOWABLE 5TRE55 DESIGN, OTH EDITION), THE NATIONAL A550CIATION OF I . I I I ARCHITECTURAL METAL MANUFACTURERS, METALSTAIR5 MANUAL 4TH EDITION ANDTHE NATIONAL . I . � � . . I A550CIATION OF ARCHITECTURAL METAL MANUFACTURERS PIPE RAILINGS MANUAL 4TH EDITION, I . . I I I � . I I I I I � 1 2. , ALLSTEEL FOP, STAIR FRAMING COMPONENTS SHALL BE A BE ASTM A3G, UNO; I I I I � . I � . I . I I � 1 3. � ALL STEEL HANDRAIL AND GUARDRAIL MATERIALS,5HALL CONFORM TO THE FOLLOWING REQUIREMENTS: I . � � . I . I � � I . . . . � ''I I � A. ALL PIPE FOR HAN DIRAI LS AN D. GUARDRAI LS SMALL BE A5TM A501 OR ASTM 53 TYPE ff OR 5 � � , I . . . . I . I . I . I I . I I . I . � I I . I . . � I I I I GRADE B. - I . I I . . I I . I . . I ... I I I . I . . . I . � � . I 1. I I . � . I I I . . . I . . . . I . I . . � I I I I . I I B. ALL INFiLL MEM15ER5 SMALL BE ASTIVI A3G. . I . . I . . . . � . I I . . I I I . . 4i ALL SHOP AND FIELD WELDING. SHALL BE PEP I I � . ,FORMED E3YWFLDER5.CER.TIFIED., A5DESCP,IBEDIN "AMERICAN I . I WELDING SOCIETYS STANDARD QUALIFICATION PROCEDURE', AW5 DJ. 1, TO PERFORM THE WORK , I I � I I I � I REQUIRED, .. I 11 ,� � I I . I . 1 5, ALL CONNECTIONS SMALL BE BOLTED WITH 3/4" A325 HIGH STKENGTH BOLTS OR WELDED. , BOLTS SHALL , . . I � I � . . � BE AT 3-INCH O/C VERT, PROVIDE MINIMUM 3/5 INCH THICK FULL DEPTH THP,U-PLATE FORALL PIPE AND . I � I � I I � I I I . I I TUBE COLUMN CONNECTIONS. . . I I I I . I I I . . . I . I . I I G. ALL STEEL WELDING ROOS SHALL BE E7OXX. I I I . . I I . I . . I I � . 7. 5U5MIT ALL, STEEL. 5HOPDRAW1NGS FOP, REVIEW PRIOR TO ANY FABRICATICNI.., I � I I I I . I . 8. STAIR FABRICATOR 155OLEY RESPONSIBLE FOR5UIRVE'rING AND VERIFICATION OF EX15TING CONDITIONS I I I . INCLUDING BUTNOT LIMITED,Tb THE LOCATION, ELEVATION AND DIMENSIONS OF EXISTING WALL5 AND I I i . � I 11 I � � I � FRAMING. � 11 I . 11 I I I � I . . I I . . . I I I � 9. ALL 5TAIR.TREAD5 5`11ALL I BE CONSTRUCTED OF A MINIMUM OF 2 INCHES OF NORM I AL WE I IGHT CONCRETE . . I . I I I I I I . . UNLESS OTHERWISE NOTED ON THE ARCHITECTURAL DRAWINGS ON MINIMUM I 2GA. BENT PLATE . � I I . I I I . I I I I I CONFORMING To A5TM A283 (C). I . I � 1. . I � I I I I . I . I . I O.ALL STAIR LANDINGS SHALL BE CONSTRUCTED OF THE FOLLOWING: I I I I � A. 3" NORMAL WEIGHT CONCRETE ON I OGA, STEEL SHEET, ASTM A2,53 (C) : I � . I I I I I . . . . . I � . . � 5, SHORED UNTIL THE CONCRETE 15 CURED. I � I .1 1. . � I I . � . I I . I I - I I I I � . I . I I � I � C. MAXIMUM.SPAN = 3'-O�'FOR A 3" LANDNG.5LAB. ,� I I .11 ­ . I . I 11 I � I I . . . I I . . . I � I .. . . . . . I . 1. I.D. CONCEALED STAI R5,-,9/1 G" 28GA,, FORM I DECK. 11� . I .. . I . I I . . . I 1. . .1 I I I .1 I I . I I . I I .. E. 2 1/2" NORMAL WEtGHT CONCRETE ON 1 1/2" 22GA. LOK-FLOOR COMPOSITE FLOOR DECK. I I . . I I . I I I I I I I . I . � . . I I I I . . I � F, AS NOTED ON THE ARCHITECTURAL DRAWINGS. I., . . I . I I . I I I I . LIVE LOAD REQUIREMENTS FOP, STEEL ,STAIRS AND.HANDRAILS 15 AS FOLLOWS: I I I I I I I I I . I A. TREADS - I OO,POUND5 PEP, SQUARE FOOT OR 30OLB-CONCENTRATED LOAD AT MIDSPAN. . I � I I . . I . . . . . I I I I 5. LANDINGS - I 00 POUNDS PEP, SQUARE FOOT. . I I . . C. HANDRAILS - 50 POUNDS . PEK LINEAR I FOOT LOAD IN ANY DIRECTION OR 2 . 0 1 OLB CONCENTRATED LOAD .. I . I I � I I I I I . I I I I I I I I . I . I IN ANY DIRECTION. � � I . . I . . I I . D, GUARDRAILS - 50 POUNDS PER LINEAR FO . OT LOAD IN, ANY. DIRECTION OR 200LB CONCENTRATED LOAD � I I . I I I I . � I . I . I . I I I I IN ANY DIRECTION, I I � I - . I � I . I I . I I I I I E. INFILL MEMBERS - 20OLB CONCENTRATED LOAD SPREAD OVER A I SQUARE FOOT. AREA. I I . . . I . I I � . I . � I I . WOOD 5TAIP, CONSTRUCTION . . 1. � I . I � I � I . �. I I I � I I I I I . I � � . I I . � 11 �, ALL 5TAIR CONSTRUCTION 5HALL CONFORM TO THE 2000 INTERNATIONAL BUILDIN6 CODE, NEW JERSEY I . � I . I . I I . . � I . � I I . EDITION I . � . I � � � . 1 .2.1 ALL WOOD FOR STAIR FRAMING COMPONENTS, HEM-MIR NO.2, OR, BETTER, UNO. I . � I . . I . I � . 3. , ALL WOOD LEDGER5 5HALL E3 . I! CONNECTED TO HOLLOW CIVU WITH 3/4" DIA. HILTI MY20 EPDXY ANCHORS, . I I I I � . . � I I I I I 'U.N.O. I I I I I I I . I I I I I . I I . . . . � I 4. 5UBN41T ALL 5TAIR 5HOP DKAWING5 FOP, REVIEW FKIOR TO ANY FABRICATION. . . I I . � I I I 5. .STAIR FABRICATOR I IS SOLffY RESPONSIBLE FOR I SURVEYING AND VERIFICATION Off.f_X15TING CONDITIONS � � � . � I . : INCLUDING: BUT NOT LIMITED TO THE LOCATION, ELEVATION AND DIMEN51ONS OF EX15TING WALLS AND I . I . . I I I . . . . . I . . I � . I � . I I I � I � I . I I FRAMING. , I . .1 . I � I . I � I I � � I I �,G. LIVE LOAD REQUIREMENT5 FOR 5TAIR,5 AND. HANDKAIL5:15 AS fOLLOW5. . , � � I I � TREAD5 - I 00 POUNDS PEP, SQUARE FOOT OR 300LB'CONCENTRATEE) LOAD AT MID5PAN. � I . . . � I I . '�*_ < AND I . 11 I I � . . 5' I NGS -1 I 00 'POUND5 FER 5QUAIRE FOOT I . I I I . I I I . I I I . I . . I . I L5 - ;� 'P� - ... D '_� I ' " � - 50 FOUND5 PER LINEAR FOOT LOAD IN ANY DIRECTION OR 20OLD CONCENTRATED LOAD . IC, H DRAIL5 H I I I . I 11 I . .. I I . I INA I RECTI ON. I � I I I I 1. C . I I I � . � � D . GUARD -9.- 50 FOUNDS PEP, LINEAR FOOT LOAD IN ANY DIRECTION OR 200LB CONCENTRATED LOAD I I I � I I . . . . I Y DIRE 0 1 1 1 . I I � I I � IN ANY DIRE N. . . I I . I I I I . I F1 LL MEMBERS I I El, I NIF ILL. MEMBE ,_ OOLE3 CONCENTRATE[), LOAD SPREAD ovEp, A ,I �5QUARE FOOT AREA. . . FOR PERMIT ONLY MULHERN & KULP- STRUCTURAL ENGINEERING, INC. 20 South Maple Street - Suite 150 - Ambler, PA 19002 Job: BENTLEY COMMONS Project Mgr: CKS I @ ZEPHYRHILLS I I DATE: 06-1-07 11 I M&K project number: 56-0621 1 Drawn by: KSS a rc h I t e c t u r e, e In g 1 In e e ri In g I nte rl Ord esig n +land planning 2525 Hoilcong Rd., P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f >� _Q _5 I _y -C U . 0 z M �� 0 �: �: �: �_� > bi 0� � g � 9 � W 0 �_ U -�: �: ��4 Q 04 R (A Q 8 2 V) �A ic 9 � V) c � ..� Q � � .� - - 0. g �z V� g W �z GO g C4 .0 4-' .9- U C4 W. 1:4 �P- 0 W 94 0 2 U) 0) 75 Cn 4n 1 �01 1 4 rA V) 1 tn C6 �-� co� � V) 1 0­4 Gn ;n I 1 (5 C . . - I 0J +1 z C? 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U) C 2 0 �1;1 - V 0 C '6 8 i�0 C 0 M CL 0 2 C 0_2 0 0 C .0 0 W 0 E M 10 - z 'i M �. v -0- .0 0 4. C 3 :E 0 1 C 0 a a 0 4) ,0 .0 0 5 Z C -0 8 C M .5 i6 4) ,r- �6 � E - s'. M 0 .0 -�; 0 0 E 10 0 C ti W 0 'T � C C .9 0 � 0 " 0- 6 .2 C =.2 0 0 C 00 .0 E �0 �, 10 V 0 i'm C U 0 0 I L. 0 1 8 6 8 i C C 0 M 10 0.8 0) 0 Z Q �_ a 0 . > 10 M 4) .0 � = 0) M 0 X: 2 0 U) M 4, C .C.§ Ic T = 10 < Q) .0 6 4� N C 0) 0 V, 0 4 q 00 N 0 1 C In 0 V_ N E V. 10 0) .0 C E �� ,� :3 L. a � .0 a) W 9 d 8 1. 4 _J .0 CL _J 'm 06 Uj .0 N LLj :t 0 I.- � 00 T_ < a < 5 - C 'O 1 0 a) . (1) a) 0)(0 () C .... 0 8 14. t U.1 t � 2 I 0 0� '8 d < i 1: - J J > (6 LL 0 Lu 0. t F- 2 C1 < < W i.- L_ 5 ( 0 �10_ 0 40 16 8 M C F < . 0 0 Lu 0 (1) y .0 = F- E 4- 0 X 0 4� 14C 0. V I r J 09 ,u- ;P1 E L ­_ 2 M � :3 < 0 0 F- 0 (D 0 �0 CL 4� >, X 0 .0 4) = (O o E 0 M 0 -' N :-,, = :z M *� 00 0 0) i� 'a .0),§ a L. 0 ��.0 U) 0 M= 0 CL< 2 3 0 5 0 7 0 A rt" C E 5 F REFERENGE FLOOR ELEVATIONS TOP OF 15T FLOOR SLAB = 0.00' TOP OF 2ND FLOOR 5UB-FLOOR = 11.H5' TOP OF 3RD FLOOR 5UB-FLOOR = 21.61' ATTENTION OENERAL GONTRAGTOR � FOUNDATION GONTRAGTOR ALL EXTERIOR FOUNDATION WALL DIMEN51ON5 ARE TO PAGE OF 81, GMU/ FAGS OF WOOD FRAME, U.N.O. r'----------,- -- -I L--- r___-J L_ _- ------ I I ------------- I r------------- .__ --- r -� J--'F�D0T YEOF �__ I I _- fO-r2 Mari ---- I '_ -� _------- r----1 I I I 1 I _____JI I t I � I I l I r I I I 1 I I I I r---J 1r, F20,12 (-2.00) -L____, I i I 1 I I I I I I I I I I SLAB ON GRADE I IL L--_ I 4" GONGRETE SLAB w/ I Iry _T _{ bxb 1.4x1.4 W.W.F. ON I Iv I I I I I 1 I I IQ I I I I I I I I I I r l I I I b MIL VAPOR BARRIER ON I I� I I I I I I I I ^ I I I" I I 1 0 (ELEV. = 0.00') I I I I I I I I 5LAB ON GRADE I I I I U I III I I el COMPACTED FILL I I I I I I I i 9 4" CONCRETE SLAB w/ I I I L_ J to bxb 1.4xi.4 W.W.F, ON I I I 1 b MIL VAPOR BARRIER ON 1 1ATTENTION ;III I I N I 1 }� I J� I J� I �] I I /� I I III I I M I I L g5% GONIPAG .00FILL ATTEI MITI OI V GEI VENAL GO YTRAG I OR n I 1 I I I t I I I I 4-7---T-� I I I I I I b (ELEV. = D.00') o I I � o I i J I I I IIII I I z I I J� I /� } I / /� �j N I I I 1 ^ol I I I 55 I I� FOUNDATION GON I RAGTOR LL I I ;III I II I IIII 51M. ,! n n I Icy I 1 II q I I I I I I IIII I ice. 5-5 ALL EXTERIOR FOUNDATION WALL OI I 1 II J IIII I I III D I MEN51ON5 ARE TO FAGS OF 8" GMU/ FAGS OF WOOD FRAME, U.N.O. ; ; IIII IIII----------------- - -- I I I I I I'II LL I"I I"I T520.16 I i IIII IIII I t 1 I u L--------------- -- ---1 r I I I IIII IIII SIM. 7 I I I I I q I„I I"I q I III I I I I 55 IIII III 1 53 1 I I I I I I I 1 I t 1 .I I I H i L.__.J I I z I I I 1441 _- I i i l I n l �` �'I Fv I I _ r520_I b !�r? 1 IV-2 V4` I P-0' I1 i I' I I I�� I IIII T520,16 S5 ---- T52o.16 I I I I T520.16 11 I L _________ 55 I I I F-------- J I I --__IIII I ,� , ----- --- -- - � I I I I --- -------_ ---- r - 1 I I L----- - - - - - - - - - - ---� I--1 1 t 1 i �i I I �i i L_-----------_------ I IIII I I I ____------------ I I ! L__ T520.16 11 _ --- ---- -- - .•. -------------- 1 ---------------- I I I I Loci Z�f----------__----- I _ I I 1 1 �J m I I 2 1 T52C516 I s3 I I r___1 ram,-- 11 1 I I I I I I II II I I I I I t 1--------- T520.16 _-� ; ss 53 ; I I I HD IIII III 1 1 I --- 20.16 - i I I I i I n L------------------ i i 91CON RE GRADE r- I ' I I 4" CONCRETE SLAB w/ o f 11 I I I I N I I L{ I I I I I I I I B $' I sb'-o° 1 15 TYP, 5 1 ; 6 MIL VAPOR BARRIER ON l u l I" I I 45% COMPACTED FILL f I IIII I I I ; fl• I I L_- _I (ELEV. = O.oO') I III III I I I IIII IIII 4 I I I _ I I I I I I I 1 I I IIII L I i -- F20.12 (-2.00) J I t III l u l I I i ------------------- --------------- --- ---- q I I I I q 1 II I 1 1i 1 s I I J I I IIII InI 55 I I, II 55 I „ I IIII I I I / r------------------------_------_-__---..-„'-_ _ I I T520.16 I I I I i \ 1 4 q 1 1 I I I I I / / \ \ " L______-- T520.16 I L� r• L-----------------.__1 1 InI 5� I I I /� / \ \\T 1 l l Iiif - -- ---{ r-- _r-- --------.- 1i I I I i i I rJ I_ -. i 1 / ♦/ \\ \��t 1 � I i i t I " -- ---- - --- ---- -- ---' -------- t, l I 1 III 1--------TWQ.Ib.-_-_-__ __ i \ I I III ( I II' ti/ / ♦\ \ a L-- T520.16 I I - I i I i 1 HD I I III - - - r `/ // / 4' CONCRETE SLABw1 \\ \ I 1---------------# w I I TYP I I I III i I °? i \ g 1 I { I I I I bxb i.4x1.4 WW.F. ON \ \ I I r �I I I I I m \/ i \ \ r g r--_ -- II 5LAB QN G1�A>7 I i III I I Q / ----------------- I 1 I I 4" CONCRETE 5LAB w/ I u I I I HD e I I /// / b MIL VAPOR BARRIER ON \\ `\\ I I I HD I: I IIII I I I I I I I // M g5% COMPACTED FILL \\ \ IA I I t IIII l u l I i I 1 bxb 1.4x1.4 W.W.F. ON I I IIII I I /� / (ELEV. = 0.00) \\ 5 5 4 I I 1 6 MIL VAPOR BARRIER ON 1 I IIII I I / ,/ \\ \ I I I �l I I I r-1 L -- 15% COMPACTED FILL 1 I IIII I I T-10 / /r \\ \ I I I I I I I I ---- I I I I I i -- i \ I f -J J (ELEV. = O.DO') i 11 J i/ \� I 11 g R1 i I ----- I I b I II I IIII © I I t-___--------I ( le�il�z' n' ,-s' r' le'-aln' � --- -� t L_T_I I I I I I I I p �: F50 100' F50 100') "__ I I y 111 1 I I H B I 1 a I I r--__, r_ t- r-_� 0 r----, ---- -1 II J G2 G2 G2 G2 ` ' I I IIII I I I I I J LI I I I I r' "1 F20.12 (-2.00) 1 J -_-' L ...-_...__-- -- _ _ -____ 1 1 ! IIII I II I I I 1 11 L---------------- - J--r ---- ------ ----- L--J I I I � � i I I G5 I I I II i I I _ -- -_-_- __-- _ -- -- ; F20.12 (-200) F36 L____J L-_+� D HD fRJ __J L____J - -J Q\ c_vl I I 1 H I yr, I I �I__________ _ ____ ____ _J F50 (-L00') I 1 F50 H-00) I I O I I o III I 1 I 5 O (-2.00') n I I I I FULLY GROUT GMU (-2. ) V1 N I I N 1 11 1 1 11 1 4 I T520.16 I s�! CELLS UNDER 5TEEL u I III III 1-______-- T520.Ib -_-_ _-� L NI I i„ I III I Ol I LOW 5LAB i I-. 5 5 I I q ID I I I v III 1 IIII a I I o7 I COLUMN BASE PLATE I I v I f 5 5 1 I 11 __ __ I -------- ____ __- c_v BISTRO (-I.17) I I ry � 1 1 l i 1 1 III 1 pl ! I'I I I ii f`9 55 r-t 55 I q I LL I I I III III I NI I IIII I ii l0 ©I I 1 1 I 55 II \ I IN T52O.16 _------J i', I 1 1 1 HD J I I �I I IIII IIII HD I I J 7V2" L -- - IIII IIII I I --"--------- ------- I I IIII I ii I I I I I \ I Iry I I iI 11I I I 25'-q I/4" I 5'-q V2" I I 10L5' _ 15'-10 V21 54'31/2'-1" 5'-b 14" 5'-q" �- - -, r - -- 3' 5'fi I/4' I5'3" 8'-I V2" 5'-8° '-3 " \ 12'-4 V2" I ILL- 22'-O`. _ .. _' _ 25W 1/2' D i. 1.5'-4 V2" [- I [_' HD -- ,\ \ I'-4' I 1 I I I I I I�� i I" I i t i;; �--- --� L_=... ---•� �:.\ \ I { 1 I I I I i i f T 1 1 m / V, / \ \4\ \ I I I! 1 I I I I 1 L' i t 4 /;,\// 1\ \ I I I I I L 5'1. ,I I I i IIII -> Z `� -- - _ ___--'• I I i r J /' v i> Tl JJ5LAB ON GRAD-4" CONCRETE 5LAB W �5 f I I c, I I m s� 1 I l! bxb I4x1,4 W,W,F. DNI HD I i / /--F20.12 1 I I__--_-_� _ I I I I I b MIL VAPOR BARRIER ON T520.Ib r__ T52o.16 T52016 I' I I\ I \ \ �'Q _--1 �- _ r _ I ! 01/9` I; I 1 ---__-___-_ _ ________ ______________�L1__ _ __ __ ____ _ __ s I I g5%%COMPACTED FILL 1 �---- ---- -------- �`- I 9 I I \\�--x --- 1- \ I �� - -- ----- _ _-___ II--- - --- - - - --- --- - - -- -_-- - -- -_ c ---_- ___ -C --r / L r- - _-i I 0�')L-•-------------- - --- - - J J -___- ------------ ---------------------- T536 (000') T536 (0.001 --- q GOORD. ELEVATION T536 (0,00')w ------__--- 1 �� I I I � -L__J ¢ II Ir TII�___-_... 1 w/ ELEVATOR MANUF. o i GG1 F36(-L00) k� F(-I.00) I I F20.12 1-2DO) J J I I 1 I III I I Y GI F46l-1.00') G1 F46H.009 --- �w - 9'79/4° Iiil I I 9 N i1 I J II I NI I, I I r- -I r--- I , I I III T520J6 --,�-- --, __-^ - , Ir "1 IIII I I F201.2 ; I I r520.ib HD ! I -------- I I I I I I I I-- II L-__--__- r- - I I 1 I1 u l - 1 --------- - - --t11 I Y c- -_ -__ -- -- - �`�-- -___� I I I �o I I I Ig?.12 (-4.OD) I - - l i I I i t I I a �-- - - - - ---- - L-_ L-=-- I I I i t I III I I------------- -i -----------------...-�� I I' _ L__J L__J 1��1 q 1 I q -'-� � I ^� ii I III I � I II ------ --'--______ __J �• J r7L. -J L_ _Jr'I L- _J _ L I I I T53b (0.00) 36 0.00') T536 0.00') F36( LDO) F36( 1.00) 5 5 III ! c IIII I T520J6 -I I_---75?A_Ib------- H 10 IIII ° 2o'-834" a'4• t0oU4' I �:90. s!4 5b' 03M 1 �IowV4" F46(I.00's'7s14' X'a" G2 G2 J ,I I I I"Ii I ii I I ii 1 I a ----- __ - __-----� i III I I 11 $ G3 G3 ©I` I - .fl l I NI I I"GJOELEV OR MANUF. I I i IfHV i i I rYP. 22'-43/4' _ 15'-II 1/4' fV , 21'-5 VT I I 2V-2 1/2' 3 4 I I„ e plI I„I J I I�I I I I I HD ii I III 55 ' I I 11 ' _- , r-^- , r--14- AOL(�j) InI I I I I I t IIII I L'----------------- I I 11 1 I I I I I I I r, I I u I I 11 1 I 1 25'-I V4' I t q I I _T52o.16 t f I I I I _ I I I "- _ -•-• I I 11 ---- --- -- ----r, I I 11 i I I I I I IL „ 11 I i i f I I I L_-_-__-- _- �> I I I I I I • I I II I I III f 1 -1 I 1 1 e I q' 6" r, _... a 1 1 I I I IIII ' L____J L__.,-_J L-. ........,J Lam.-__J T A .00) I 11I I I q e' I I NI I F50 (1.007 F50 (-1.00') F50 P.001) " _Fga2 _ oal)----- - - HD I I I I III � I, � ;1 �� I I IIII Y I r r---- I 2 I I I I I I I I I I I I I I I f TO ARCHITECTURAL I Ii I _ __-- -- -- J I J ) FOR ADD'L 5LAB FOUNDATION 4 F -----L___ - - -=r --------� 1I ° T52016 I I HD s'-O• '•k { I I I I I I? / I I ,I o ry s� 58 L----- ----- J --_- _- I I I I -- -- �--- � IIII I I I r I 111 I I I I REQUIREI4ENT5 TO SUPPORT I I t I r--, r,- , ;��� ON C��.ANVE T52o.lb 1 El- _ -c -- -_ -- --_- -r [_-_ �_-� ------ -------------------------- ---__- I I I I INDUSTRIAL WASHER L� J s3 L� J � e L___-___ s r- I rJ IIII I I I I I I e i J 4' CONCRETE 5LAB w/ � .r•----"" 1 I, o I I 5LAB ON G�LAQ I I I I I I + I I F36 bxb 1.4x1.4 W.l ON G2 5-5 T536 (0.00) I I I I cv I I 4" CONCRETE 5LAB w/ I I I I I I I I(-2�,) T53b 000') T536 0.00') 6 MIL VAPOR BARRIER ON r--- , 77 I 1 I I I InI a I I I t 1 a __ I I II f I Icy -- -I I , T520.Ib I q I 1 I bxb 1,4x1.4 W.W.F. ON I I I ;; I 55--_-___-----------__- L-r-----------------1 - �+ Ta54' bl g5% GOMPAGiED FILL a __--_=------_�--___-------___-_-- _---______ -_____-____ L__\ _ I { i I I 1 6 MIL VAPOR BARRIER ON I I I 1 E EV. = 0.00' I dL ; _�_-_ _=� -- -__------------------ I �,,-__-_ �I 4 I 1 .III 1 I I Q I I I I l L ) J____ I I g5% COMPACTED FILL I I II 1 r---_ -- ----1---------------------- - / I ------ - 520,16 F20.12 �2.ODj ----,- _____-- T520J6- H�i_ _ ��_------ - _- ___ _-_____ - GI I t III 1 I" r �L- 1„ L 20-- _� I I I l l i-------- ---- - - - --a � -----------_1 1 L_ -r-, HD 1 i 1 T536 .00') I ;kU=== _--- -_ - I II i ____ --- -- I (ELEV. = 0,00') t I I IIII I t 1- _ - _ ___ ___ _______ i I I F50 (100} t I I I III - ------------- __- t h I I I 1 I, j `-------- - \ \� T520.16 I- _ I I L I I �, I I' I L------ - pp I I I I 1 1 I I -_ h; , �, I I - I--- I f 11 I 111 I 1 14 1 1 1 I I 1 1 J I IIII \ \a III Hp I I J I"I I"I I IN 4 I I 1 1 I I I} IIII /,\ 1r( III J i 1 23'-q 114" 5'-q V2' 23'-q V4' 17'-8 V2' Fv I 2q'-4 V2' _ - 12'-9' 8'-O° I - -1' b'-I 1/2' 21'-I 3/4' _ _ Z4'-I 19/4° _ 4;}�-b I/4' _ _ _ _ &'-0 U4"/ I I IIII I J I I q v4 G3 I I I ao. III I I I I I I J ib'-q I/2" s'•q V2' I I I I',I I 111 I J Jo T' t I I r 5LA6 ON GRADE IIII InI I I I I I 5 s i _-- * � I I q 1 1 b MIL VAPOR BARRIER ON I" I J I I I 1 , I L__ S ry �I I I I q �I I CONCRETE 5LAB O; i ------------ I I q I L_________ �I I --r I 1 L GI GI I I 1 1 i J O f IIII I I I- q y� t t I I n F50 (-I ©I I T520.16 ____-- W>2 1 ; ; ; L, 1-- 12 f I I r_ , r- 415% COMPACTED FILL IIII i 1 IIII I r I I r-- SHUN- C�RAD� 1 1 5s--------- _� a_- -_ I I I I 1 I I I o _________ ________J III I I b I I J I I I _ J I I I I - J II J I I ri I III 5-s 4" CONCRETE 5LAB w/ I I I L____ I I-- EV.-000 i I i T520.16 L__ J 5-5 �S�O.Ib I I I I bxb 1,4XI,4 WW.F. ON I I I I I F30(-1.007 F3050 l-I.00) T536 10.00) I I ! I I i 1 11 i q e J l sy I I u 1 I IIII I; b MIL VAPOR BARRIER ON I I I O I I z'-z va" q'-01/2' la's i' I I; I I 1 1 1 1 5-5 I I �iIII IIIIs� I I I I I I I I I I 51M. q I I g5% COMPACTED PILL I I o I I J I I I I I N----------1_L-_�•---------------------•^�-'----- ------ " T520.16 r I11 a -IIII - ----------, I I I o I I I I I I O (ELEV. = 0.00') I I I �I 1 r.___,� GI r•---,=1 r , I I r ___,.�JJ..l.__ 1 ----------- I I cy111I IIIIN I I I r- _ I I r`n I II I I II I IN rJ 1J OI 1 I �;' I f I ; I I r------------------]--fr2j5.MT_-1.U67----� _rI I III I I • IIII IIII I I ,I I * L --J �----J J J 12 I J I IIII I I I { I I g I I P46 (-I.D09 r T� _- T540___ _T54o f e IuI I I 51M. q -- _ __ J I 55 --------- ---- r__•_I rJ _ --------------------------- ------ I 1 I I IIII sj t 1- F20.121-2.00) I------ T = I I I I � i i i11i i i� m i 1 I I I j l I I L' ---"-' --------------- r-------------------J 1 I q III 1 III f----------- T520.16------� 55 I I 55 I f 1 11 L-------------- -� I I I 11 �- I I 2 10'-O° -0' q''q° I 44'-'I V2" _ .. ._. L-- I L1-- T520.16 J II I 111 1 lr�= �� v I I ss . G4 I I I -I I TL5_20_.1J6----------- -------- ----------2ND T50.1____m __ I ,I 1 I I I I 5.5 IIII I L-------- - - - - - - - - - - -_ I I i._ I I - -- - - - - - - - - - - - - - -'- - - ---- _ _J L____ J L__ _J L_-__ J F4060 F4060 F4060 F4060 I t IIII I I I I I I IIII I I I I 15 I I Ci I I I I I I p I I TYP• I I ! I N1111 I F I I I I n� I I� I ! I I I III " I I t•- II e f i I I 1 I II I I I I I s-5 I OI I I I i "� 11 -L---J-"• - ;S �I I ° I I I r L-----------J I I I I J I I I I I L _ ---- J I I I I I I I F20.12 (-2.00) L L I I I F4DbOJ C4 64 F4060 -I F20.12 (-2.00) r----J L-----------J I L--------_-- --J 10'-0° L------------1 rrP. 24"x4b" REINF. CONCRETE PEDE5TAL (SEE DETAIL - IYP. ® 6) TYP L--------- _L--- -----1 _ _I 1 1 I i i I I I 1 I r--------------------- I I I 23'-10' F36 ;i1 I I T520.16 - I I § I I P.00) 1 11 1 III P-------------- ---- I I --- L-------_ I_-_--__ T ____ __-_- I I ATTENTION GENERAL GONTRAGTOR FOUNDATION GONTRAGTOR ALL EXTERIOR FOUNDATION WALL DIMEN51ON5 ARE TO FAGS OF 8" GMUI SAGE OF WOOD FRAME, U.N.O. FOUNDATION NOTES • (__'-__") INDICATES TOP OF FOOTING ELEVATION • FOUNDATION /15t FLOOR WALL5 TO BE b" GMU WITH #5 ® 32" O.G., GROUT GORE5 50LID AT REINF. • "PIER" INDIGATE5 b"xlb" FLUSH WALL PILA5TER w/ (2)#5 BAR5 GROUTED 50LID 6ONTINUOU5 TO FOOTING, PROVIDE (2) #5 BENT DOWEL5 INTO FOOTING TO MATCH PILA5TER REINFORCEMENT. PROVIDE 5"xIONx " BEARING PLATE w/ (2) Yz" DIA. x 5" LONG HEADED 5TUD5 AT STEEL BEAM 13FARING5 LOGATION5. • PROVIDE CONTROL JOINT5 AT ALL IN51DE GORNER5 OF SLAB ED6E5, AND OTHER LOCATIONS WHERE 5LAB CRACKS ARE LIKELY TO DEVELOP. • INDICATES 51MPSON HD5A HOLDOWN COLUMN SGHWULE MARK 51ZE BA5E PLATE (A36) A.B. (A36) GI H55 4x4xy4" 3/"x5Y2"xl'-O" (4) '/4" DIA. G2 H55 5x5AV 3/4"X5 Y2"xl,-O" (4) 3/4" DIA. G3 H55 6x6xy4" 3/"x12`xI'-0" (4) 3/4" DIA. G4 N&24 3/4"x14"xl'-2" (4) 5/4" DIA. G5 H55 5x5xy4" 3/4"x12"xI'-0" L-SHAPED (2) 3/4" DIA. FOOTING SCHEDULE MARK 51ZE REINFORCEMENT F20.12 2'-O"x12" THICK #4 p 24" 51N8 + (3) #4 L.W.P. (GONT) F30.12 3'-O"x12" THICK #4 @ 24" 5WB + (4) #4 L.W.B. (GONT) F30 3'-O"x3'-O"xl2" (3) #5 E.W.B. F56 3'-6"X3'-6"x12" (4) #5 E.W.B. F46 4'-6 "x4'-b "x12" (6) #5 E.W.B. F50 5'-O"x5'-O"x12" (1) #5 E.W.B. F3060 3'-0"xb'-01x12" #4 @ 12" 5NB + (5) #4 L.W.B. F4060 4'-0"xb'-O"x12" #4 @ 12" 5WI3 + (4) #4 L.W.B. T530 3'-O"x5-0"xl2" (4) #4 E.W.B. (THICK. 5LAB) T520.12 2'-0"xl2" THICK (THICK. 5LAB) #4 ® 24" 5WB + (3) #4 L.W.P. T530.12 3'-O"x12" THICK (THICK. 5LAB) #4 ® 24" 5WB + (5) #4 L.W.P. T536 3'-b"x3'-6"xl2" (4) #4 E.W.B. (THICK. 5LAB) T540 4'-0"x4'-0"xl6" (5) #5 E.K6. (THICK. 5LAB) T520.16 2-O"Ab" THICK (THICK. 5LAB) #4 @ 24" 5W5, (3) #4 L.W.B. + (2) #4 L.W.T. NOTE: ARCHITECT TO REVIEA 4 VERI F'Y ALL D I MEN51 ON5 FINISH FLOOR ELEVATION SHALL COMPLY WITH ENGINEERED DESIGN AND/OR CITY OF ZEPHYRHILLS ORDINANCE. I I IIII T520. I I 16 SLABB UN GRADE IIII InI------ ------T520.16------_J I I I 1 I 4' CONCRETE SLAB w/ IIII 1 bxb1.41.4 L -_�- - ----- - _----- - s� I ORWW.F.ON I 6 MIL VAPOR BARRIER ON I I I 1 I 24,_I. I I � � � 11�^� cl5 �7>'Y�~ L'vt�}C- �� �� D�i�jo1iLi1 leZ3/ O I i g5% GDMi'AGTE0 FILL ©I I (ELEV. = 0.009 5-5 InI ' i t I I I { I I N �� %� � ZI ►lv�;�ii� � 1 NI I i J I - c5I III J � I ;I to I 1- I dN'sl I �` I i IIII �2 LL ;III I 1 1111 l 14 5� I f I I I IN I I -1 L- ---1 F20.12 (-2.00) r--- J L------ ----J I lu- I t I I I L ---�-_-------- I I I I L---- r--- L_�20.12�•OIOJ___J J I 1 I 1 " LI------------- J r-- --, r-----, I I I I I I I I TYP• I I 1 I L_ __J F4060 rd F4060 �e FOIJNI�ATION FLAN EGAD: 3/32a= V-0' FOR PERMIT ONLY DATE: 06.1-0 7 MULHERN & KULP, STRUCTURAL ENGINEERING, INC. 20 South Maple Street " Suite 150 " Ambler, PA 19002 Job: BENTLEY COMMONS Project Mgr: CKS @ ZEPHYRHILLS M&K project number: 56-0621 Drawn by: KSS a r c h i t e c t u r e, e n g i n e e r i n g interIordesIgn+IandpIannIng 2525 Holicong Rd., P.O. box 667 Holicong, PA 1892M667 215 794 1925 p 215 794 1926 f 4 Y U Z bi � O U U a U U O z W L� ran Ol (vsi A (vT�i U 0 O O O 0 cL A* ca. 4 0 +' d N a r`ya o 0 0 r- 0 "e ro 0) R0I 0 0 b d � C 0 L C 0 0 C � aro 0 I- °tA d C E c� E 0 0 d 042 ro � C 0 0 z 15 C fC tU E LU U 0 0 Q C LU tC 0 C U Q 0 � 0 0 0 C 0 Chi C t .2 C +• 0 0 to N a C 0 � a N 0 C �ro 'C 0; E N O G 0 ai a 0 0 �0 Li A 2 C N•y -r 0 lry�/I 01 N 10 � � U ON (sy � 0 V1 6 U fA C C 0 R� C C � C2 M litd NC 0 C N Q� r- �..Ij N 0 "v C F-� E C`c 0� 0 0. z t1 J Q N UJ (L 0 !rM C) rj) U C 0 8LL W Ll U Q A _J(a N LL 0 Q IW- G a z 0 Z O � Q fApU a 0 d 0 '0 o Q 0 W 0 0 Y 2 :C project no, drawn byl 2006-066.00 KSS date; checked byl JUNE 1, 2007 CKS scalel approved byl sheet no, 4� Q CL LLV' < 0 >' k V! �m:3 (4 0 E Q 0 a 0 CL 0 aQ 1 I 0 I 5 0 7 I I 0 2x10 • lb" C 2x10. 16" 2x10 ® 16" 2x10 0 16" E 2x10 • 16" a MASONRY LINTEL DETAILS REINFORGEMENT MARK DESIGNATION TOP BOTTOM SHEAR REINFORCEMENT MBI SF8-013/0T ----- ----- M132 8F8-IB/0T ----- (1) #5 M83 8F1b-IB/IT (1) #5 (1) #5 M84 - - - - APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., HEKHA GONGRETE CO., AND FLORIDAS ROGK AND RINKER NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED, 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 8" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5, ALL REINFORGEMENT SHALL BE GRADE 60, fy=60 kcl MASONRY LINTEL ASSEMBLIES SEE 5GHEDULE AND SPEGIFIGATIONS FOR ADD'L INFO GROUT GROUT (z BOTTOM REINF. PREGA5T LINTEL W PREGA5T LINTEL w/ 811 EMBEDDED REINS. Z EMBEDDED REINF. O O MB 1 MB2 :::—m TOP REINF. REFS ENGE FLOOD' ELEVATIONS TOP OF I5T FLOOR 5LA5 = 0.00' TOP OF 2Nn FLOOR SUB -FLOOR = 11.85' TOP OF 3Rn FLOOR 5UB-FLOOR = 21.61' BEARING WALL 5GHEDULE LEVEL STUD 51ZE 5PEGIE5 GRADE 5PAGIN6 U.N.0) 3RD $ 2ND INTERIOR 2xb 5PF STUD 16" O.G. FLOOR EXTERIOR 2x6 5PF STUD 0 16" O.G. 15T INTERIOR 2x6 5PF STUD I @ 1611 O.G. FLOOR WALL TYPE REINF. COMMENTS EXTERIOR 8" GMU #5 @ 32" O.G. GROUT 50LID @ REINF. NOTE: - SEE PLAN FOR LOCALIZED WALLS HHIGH DIFFER FROM TH05E SCHEDULED ABOVE - ALL INTERIOR NON -BEARING PARTITIONS SHALL BE 2x4 5PF STUD GRADE 0 24" O.G., MIN. WENMW PLAN NOTES • ALL HEADERS SHALL BE 5UPPORTED BY (1)2x JACK STUD $ (1)2x KING STUD, MINIMUM. THE NUMBER OF STUDS SPECIFIED AT A 5UPPORT INDICATES THE NUMBER OF JAGK STUDS REQUIRED, U.N.O.. • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS N/ 2-ROW5 OF 12d NAILS 0 12" O/C 5TAGGERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR MORE GONDITIONS. • PROVIDE SOLID BLOGKING w/ IN FLOOR 5Y5TEM UNDER ALL POSTS AND MULTI -PLY JACK STUDS, CONTINUOUS TO FOUNDATION ALL FLOOR BEAMS LABELED "FLU514" ARE ASSUMED TO BE FLUSH w/ BOTTOM OF FLOOR SYSTEM. "FLU514 TOP" ASSUMES MEMBER TO BE TIGHT TO THE UNDERSIDE OF THE SUBFLOOR • "F.J." INDICATES 2x6 FLOOR JOISTS ® 24"O.c, MAX. TYPICAL a CORRIDORS, U.N.O. • "F.T." INDICATES 20" FLOOR TRU55E5 @ 24"o.G. MAX. IF TIGHTER SPACING 15 DE5IRED DUE TO OFFSET LOADS, LONG 5PAN5, PUBLIC FLOOR LOADING, TRU55 MANUFACTURER TO ADJUST 5PAGIN6 AS REQUIRED. • FA5TEN EACH ROOF TRU55 TO TOP PLATE N/ 51MP50N H2.50 CLIPS (OR APPROVED EQUAL) ® ALL BEARING POINTS. PROVIDE (2)H2.5a GLIP5 AT 2-PLY GIRDER TRU55E5 AT ALL BEARING POINTS. • "V.T. O.F." INDICATE5 VALLEY TRU55 OVERFRAMING e FA5TEN ALL FLUSH WOOD BEAMS TO 2x NOOD PLATE ATOP GMU HALL w/ (2) SIMPSON H3 CLIPS, OR EQUAL • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE $ FA5TENER5 IN GONTAGT N/ PRE5ERVATIVE-TREATED HOOD. GONTAGT LUMBER $ HARDWARE SUPPLIERS TO COORDINATE. LBSEND • INTERIOR BEARING WALL • E _ = = = ] I:3EARING WALL ABOVE • — - - — BEAM / HEADER • EXTENT OF OVERFRAMING JL METAL HANGER INDIGATE5 P05T ABOVE. INDICATE5 51MP50N H05A HOLDOWN BEAM 4 HEADER SCHEDULE MARK 51ZE JAM135/PO5T5 HI (2) 2xIO (1) 2x6 JAGK (1) 2xb KING H2 (3) 2XIO (1) 2xb JAGK5 $ (1) 2xb KING H3 (2) 2XIO (2) 2xb JAGK5 $ (1) 2xb KING H4 (5) 2x10 (2) 2xb JACKS _ $ (1) 2xb KING H5 3 Y2"xQ Y2" LVL (2) 2x6 JAGK5 $ (1) 2xb KING 146 5 Y4"xI1 1/6" LVL (4) 2xb JAGK5 $ (1) 2xb KING 147 5 Y4 11x1l 1/s" LVL (2) 2xb JACKS $ (2) 2x6 KING NOTE: ALL EXT. WALL BUMP -OUTS (@ EXT BALGONYI PORCH) ON IST AND 5EGOND FLOOR 5HALL HAVE (2)2xb KIN65 ON GORNERS KITH MAIN BUILDING HALL, U.N.O. COLUMN SCHEDULE MARK 51ZE BA5E PLATE (A36) AB, GI H55 4x4xY4" 3/4"x5 Y2"xI'-0" (4) 3/4" DIA. 62 H55 5x5�/4" 3/4"x5 J/2"xl'-O" (4) 3/4" DIA. G3 H55 bx(bx)14" 3/4"x12"xI'-O" (4) 3/4" DIA. G4 NU24 3/4"x14"xI'-2" (4) 3/4" DIA. C5 H55 56)A` 3/4"x12"xI'-0" L-5HAPED (2) 3/" DIA. WALL i EXTERIOR WALL SHEATHING 5PEGIFIGATION5 514EAR PANEL 5PEG. FASTENER 5PAGIN6 5" GYPSUM WALLBOARD bd COOLER NAILS 7 O/G ® ALL ED6E5 5" 6YP5UM WALLBOARD bd COOLER NAILS 4" 01G 0 ALL ED6E5 6" PLNOOD OR 058 Sd NAILS 4" OlG ® ALL ED6E5 BLOCK EDGES GATE5 51MP50N HD5A HOLDONN INSTALLED PER MANUF. REGOMMENDATION5 WALL 5&ATHING: IOOD OR OSB FASTENED w/ 8d NAILS @ 6" O.C. MAIL PANEL EDGES AND w 12" O/G OVIDE HORIZ, 2x SOLID BLOGKING AT ALL UNSUPPORTED PANEL ED6E5. L STRUCTURAL PANELS ARE TO BE DIREGTLY APPLIED TO STUD FRAMING. r ARGHITEGTURAL DRAHIN65 FOR ADD'L NALL G0N5TRUGTION REQUIREMENTS. ) WALL5: *ETHER END 5TUD5 OF HALL PANELS SHEATHED N/ 055 OR PLYNOOD AS FOLLON6: - PI b P2 SHEAR PANELS - IOd OR 12d NAILS ® 6" 0.6 MULHERN & KULPw STRUCTURAL ENGINEERING, INC. 20 South Maple Street - Suite 150 - Ambler, PA 19002 BENTLEY COMMONS Job: @ ZEPHYRHILLS Project Mgr; CKS W project number; 56-0621 1 Drawn by; KSS s 75 U Z Q W rY p U U U U U a U U ax Q a 0 o o x o c>~ Q v 6 Q) A VJ a z U a > o 0 0 a Z LL 0 0 c J LL W I� a z 0 z z o CK U 0 O project no, drawn byi 2006-068,00 KSS dates checked by; JUNE 1, 2007 CKS scale) approved loyi sheet no, 1 I 91 S 5 I 7 I A N I E a 2x10 @ 16" (2) 2x10 FLI J015T UNDE P05T AIN. BOTH 511)E� NO @ 1611 2XIO @ 16" (2) 2x10 FLI J015T UNDE P05T A13V. BOTH 51DE 2x10 @ 16" 2XIO @ 16' (2) 2A0 FLI J015T UNDE P05T A13V. BOTH 51PE REFERENCE FLOOR ELEVATIONS TOP OF 15T FLOOR SLAB = 0.00' TOP OF 2ND FLOOR 5UE3-FLOOR = I I.b5' TOP OF 3RD FLOOR 5UE3-FLOOR = 21.61' BEARIN6 WAIL 5GHEOULE LEVEL STUD 51ZE 5PECIE5 GRADE 5PACIN6 U.N.O 3RD 3RD $ 9Nr? INTERIOR 2xb 5PF STUD @ 161, O.C. FLOOR EXTERIOR 2x6 5PF STUD a 161, O.G. 15T INTERIOR 2x6 5PF STUD & 16" O.G. FLOOR — WALL TYPE REINF. COMMENTS EXTERIOR 8" CMU #5 @ 3.2" O.G. I GROUT 50LID a REINF. NOTE- - SEE PLAN FOR LOGALIZEP NALL5 NHIGH DIFFER FROM TH05E SCHEDULED ABOVE - ALL INTERIOR NON-BEARIN6 PARTITIONS SHALL BE 2x4 5PF STUD GRADE 0 24" O.G., MIN. PLAN NOTES • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD � (1)2x KING STUD, MINIMUM. THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • FACE NAIL MULTI -PLY 2x BEAMS $ HEADER5 W 2-ROWS OF 12d NAILS @ 12" O/G 5TA66ERED, APPLY NAILING FROM BOTH FACES @ 3-PLY OR MORE CONDITIONS. • PROVIDE 50LID BLOCKING W IN FLOOR SYSTEM UNDER ALL P05T5 AND MULTI -PLY JACK STUDS, CONTINUOUS TO FOUNDATION ALL FLOOR BEAMS LABELED "FLUSH" ARE A55UMED TO BE FLUSH kql BOTTOM OF FLOOR 5Y57M. "FLUSH TOP" ASSUMES MEMBER TO BE T16HT TO THE UNDERSIDE OF THE 5OBFLOOR "F.J." INDICATES 2x8 FLOOR J015T5 @ 24"o.c. MAX. TYPICAL a CORRIDORS, U.N.O. • "F.T." INDICATES 20" FLOOR TRU55E-5 @ 2411o.c. MAX. IF TIGHTER 5PAGIN6 15 DE51RED DUE TO OFFSET LOADS, LONG SPANS, PUBLIC FLOOR LOADIN6, TRU55 MANUFACTURER TO ADJUST 5PAGIN6 AS REQUIRED, • FASTEN EACH ROOF: TRU55 TO TOP PLATE N/ 5IMP50N H2.5a rLIP5 (OR APPROVED EQUAL) @ ALL BEARING POINTS, PROVIDE (2)H2.5a GLIP5 AT 2-PLY 61RDER TRU55ES AT ALL BEARING POINTS. • "V.T. O.F." INDICATES VALLEY TRUSS OVERFRAMINry • FASTEN ALL FLUSH WOOD BEAMS TO 2x WOOD PLATE ATOP rMU WALL W (2) 5IMP50N H3 CLIPS, OR EQUAL BUILDER TO VERIFY CORROSION-RE515TANGE GOMPATIE31LITY OF HARDWARE 4 FA-5TENE95 IN CONTACT W/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 To COORDINATE. LEGEND INTERIOR BEARING WALL ♦ I -- -- -- -= BEARIN6 WALL ABOVE 0 — - - — BEAM / HEADER 0 EXTENT OF OVERFRAMIN6 JL METAL HANGER INDIGATE5 P05T ABOVE, INDICATES SIMP50N HD5A HOLDONN BEAM 4 HEAVER SCHE17ULE MARK 51ZF JAM55/PO5T5 HI W 2x10 (1) 2x6 JACK 4 (1) 2x6 KING H2 (3) 2XI0 (1) 2xb JACK5 4 (1) 2xb KING H3 (2) 2xI0 (2) 2x6 JACK5 t (1) 2xb KING H4 (5) 2xI0 (2) 2x6 JACKS 1 (1) 2x6 KING H5 3 Y2`0 16" LVL (2) 2xb JACK'S t (1) 2xb KING H(b 5 IV4 lixil 7/e,` LVL (4) 2xb JACKS t (1) 2x6 KING HI 5)/411XII 1/811 LVL (2.) 2x(b JACKS, a (2) 2xb KING NOTEt ALL EXT. WALL HUMP -OUTS (a EXT BALCONY/ PORCH) ON 15T AND SECOND FLOOR SHALL HAVE (2)2xb KIN65 ON CORNERS WITH MAIN BUILDING WALL, U.N.O. COLUMN SCHEDULE MARK 51ZE BASE PLATE (A36) A.B. 61 H55 4x4yVW 3/4"X5 Y2"xi,-O" (4) %" DIA. 62 H55 5x5xJ/4" %"x5 Y2"A'-O" (4) 3/4" DIA, 63 H55 (qx(6*'4/" 5/4`x12"xI'-0" (4) 3/4 " D IA. 64 V6x24 3/4`x14"x1'-2" (4) 3/4 " 1)1A. C5 H55 5x5x1/4` 314"x12"x1'-O" L-SHAPED (2) %,, r)1A. R HALL $ EXTERIOR FALL 5HEATHIN6 SPEGIFIGATION5 SHEAR PANEL SPEC. FASTENER 5PAGIN6 i/W GYPSUM WALLBOARD 6d COOLER NAILS -7" 010 0 ALL ED6155 ,/8" 6YP5UM WALLBOARD 6d COOLER NAILS 4" OIC, a ALL E06E5 'A6` PLINOOD OR 055 bd NAILS 4" 0/6 a ALL E1?6E5 BLOCK E06ES 716ATE5 5IMP50N H05A HOLOONN INSTALLED PER MANUF. REGOMMENDATtON5 � NALL 5HEATHIN61 'HOOP OR 055 FA5TENED vq/ W NAILS a b" O.G. AT ALL PANEL. EDGES AND @ 121 0/6 ER. 'ROVIDE HORIZ, 2x 50LID BLOCKIN6 AT ALL UNSUPPORTED PANEL EDGES. LL5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING, EE ARCHITECTURAL PRAV41N65 FOR AEVL WALL CONSTRUCTION REQUIREMENTS. -D kqALL5 1706ETHER END 5TU05 OF Kkl- PANELS SHEATHED K/ 0513 OR PLYWOOD AS FOLLOWS: - PI 4 P2 SHEAR PANELS - 10d OR 12d NAILS @ 6' O.G MULHERN & KULP. STRUCTURAL ENGINEERING, INC. 20 South Maple Street - Suite 150 - Ambler, PA 19002 Job: BENTLEY COMMONS I I Project Mgr: C KS I @ ZEPHYRHILLS MW project number: 56-0621 1 Drawn by: KSS -Y -C U z LA V� 4 CIP) Q rA -2 tin (A En rA WWW U CO) �n �n 0-1 6 (U 4-> d A 0 0 *4 64 ell CA 04 *4 VJ z U J CL el 0 u z rnm� 4WJ LL. 0 0 .J LLr z z 0 project no, drawn by; 2006-06&00 KSS date, checked by; JUNE 1, 2007 CKS scale; approved by, sheet no, SM3 1 2 3 5 I 7 If v N I I C F SIMP50N HU28-2 -- HANGER (TYP. a POST) — — — — I I I I � SIMP50N HU628-2 I HANGER (TYP. a POST) V_— — — 51MP50N EP-2/4 POET GAP d BG4 CA5E (TYP) Viriravn nuc.zo-z' HANGER (TYP. ® POST) ROOF FRAMING 12LAN 51MP50N BG52-2/4 P05T GAP $ BG4 BASE (TYP) REFE ENGE FLOOR ELEVATIONS 70P OF IST FLOOR SLAB = 0.00' TOP OF 2ND FLOOR SUB —FLOOR = 11.85' TOP OF 3RD FLOOR SUB —FLOOR = 21.6T BEARIN& WALL 5GHEDULE LEVEL STUD 51ZE 5PEGIE5 GRADE 5PAGIN6 U.N.O. 3RD $ 2ND INTERIOR 2x6 5PF 5TUD ® 16" O.G. FLOOR EXTERIOR 2x6 5PF 5TUD @ 16, O.G, 15T INTERIOR 2x6 5PF 5TUD I ® 16" O.G, FLOOR HALL TYPE REINF. COMMENT5 EXTERIOR b" GMU #5 ® 52" O.C. GROUT 50LID @ REINF. NOTE: - SEE PLAN FOR LOCALIZED WALL5 WHIGH DIFFER FROM TH05E 56HEDULFO ABOVE - ALL INTERIOR NON -BEARING PARTITIONS SHALL BE 2x4 5PF 5TUP GRADE a 24" O.G., MIN. 51MP50N HU625-2 HANGER (TYR 0 POST) 2x6 @ 16"o.c. BALLOON F WALL AT STAIR, BALLW WALL FROM STAIR LANDI ROOF. Sty DETAIL X-5-1 ADD'L INFO, 2x6 0 16"o,c. BALLOON Ff WALL AT STAIR. BALLOOt WALL FROM STAIR LANDII ROOF. SEE DETAIL X-5-1 ADD'L INFO. I—JAGK TRU55E5 a 24"o,c. I I NV,T. O.F. 6 24" I Q.G. SIMPSON HZ28-2 HANGER (TYP, 0 POST) PLAN NOTES • ALL HEADER5 SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KING 5TUD, MINIMUM. THE NUMBER OF 5TUD5 5PECIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JAGK 5TUD5 REQUIRED, U.N.O.. • FAGE NAIL MULTI -PLY 2x BEAM5 4 HEADERS H/ 2-RO06 OF 12d NAILS @ 12" 0/6 5TAG6EREP, APPLY NAILING FROM BOTH FACES ® 3-PLY OR MORE GONDITION5. • PROVIDE 5OLID BLOGKING w/ IN FLOOR 5Y5TEM UNDER ALL P05T5 AND MULTI -PLY JAGK 571)D5, GONTINUOU5 TO FOUNDATION • ALL FLOOR BEAMS LABELED "FLUSH" ARE ASSUMED TO BE FLUSH W BOTTOM OF FLOOR 5Y5TEM. "FLUSH TOP" A55UME5 MEMBER TO BE TIGHT TO THE UNDER5IDE OF THE 50FLOOR • "F.J." INDI6ATE5 2xb FLOOR J015T5 ® 24"o.c. MAX. TYPICAL ® CORRIDOR5, U.N.O. • "F.T," INDIGATE5 20" FLOOR TRU55E5 ® 24"oL. MAX. IF TIGHTER 5PAGING 15 DE5IRED DUE TO OFF5ET LOAD5, LONG 5PAN5, PUBLIC FLOOR LOADING, TRJ55 MANUFACTURER TO ADJUST SPAGING A5 REQUIRED. • FA5TEN EACH ROOF TRU55 TO TOP PLATE W/ 51MP50N 142.5a GLIP5 (OR APPROVED EQUAL) ® ALL BEARING POINT5. PROVIDE (2)H2.50 GLIP5 AT 2-PLY GIRDER TRU55E5 AT ALL BEARING POINTS. • "V.T. O.F." INDIGATE5 VALLEY TRU55 OVERFRAMiNG • FASTEN ALL FLUSH HOOD BEAM5 TO 2x WOOD PLATE ATOP CMU HALL W/ (2) 5IMPSON H3 GLIP5, OR EQUAL • BUILDER TO VERIFY CORRO510N-RE515TANCE GOMPATIBILITY OF HARDWARE & FA5TENER5 IN CONTACT W/ PRE5ERVATIVE-TREATED WOOD. GONTAGT LUMBER 8 HARDWARE 5UPPLIER5 TO COORDINATE. LEGEND • INTERIOR BEARING HALL • C = _ 7: C= :] BEARING WALL ABOVE 0 — - - BEAM / HEADER EXTENT OF OVERFRAMING J L METAL HANGER INDIGATE5 P05T ABOVE. INDIGATE5 51MPSON H05A HOLDOWN SEAM 4 HEADER SCHEDULE MARK 51ZE JAM55/PO5T5 HI (2) 2XIO (1) 2xb JACK 4 (1) 2x6 KING H2 (5) 2x10 (1) 2xb JAGK5 4 (1) 2xb KING H3 (2) 2XIO (2) 2x6 JACKS $ (1) 2x6 KING H4 (3) 2x10 (2) 2x6 JAGK5 � (1) 2x6 KING HS 3 YZ'xq y2" LVL (2) 2xb JACKS (1) 2xb KING Hb 5 Y4"xl I *YW LVL (4) 2x6 JA6K5 ff (1) 2x6 KING H7 5 Y4"x i I Y8" LVL (2) 2x6 JAGK5 (2) 2xb KINGG NOTE: ALL EXT. HALL BUMP -OUTS (a EXT BALCONY/ PORCH) ON 1ST AND 5EGOND FLOOR 5HALL HAVE (2)2xb KING5 ON CORNER5 WITH MAIN BUILDING HALL, U.N.O. COLUMN SCHEDULE MARK 51ZE BASE PLATE (A36) A.B. CI H55 4x4A" 3/4"x5Y2"xl'-O" (4) 3/4" PIA, 62 H55 56>A" 3�4"X5 Y2"XI'-0" (4) 3/4" PIA. G3 H55 bx6x114" 3/4"XI2"xl'-O" (4) 3/4" DIA, G4 INU24 3/4"x I4"x I'-2" (4) 3/4" DIA. G5 H55 5ZA' 3/4"X I2"x I'-O" L-5HAPEP (2) 3/4" DIA. SHEAR NALL � EXTERIOR HALL SHEATHING 5PEGIFIGATION5 5YMBOL SHEAR PANEL SPEC. FA5TENER 5PA6I116 65/b" GYPSUM WALLBOARD bd GOOLER NAIL5 `P O/C 0 ALL EDGE5 Q5/6" GYP5UM WALLBOARD 6d COOLER NAIL5 4" OlC ® ALL ED6E5 1/16" PLWOOD OR 055 bd NAIL5 4" O!G a ALL E06E5 BLOGK EDGE5 INDIGATE5 51MP50N 1405A HOLDOWN INSTALLED PER MANUF, REGOMMENDATION5 EXTERIOR HALL 5HEATHIN6: 1/I6" PLYWOOD OR 055 FA5TENED W/ bd NAIL5 @ 6" O.G. AT ALL PANEL EDGE5 AND a 12" O/G AT CENTER, - PROVIDE HORIZ. 2x 5OLI1? BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGE5. - ALL 5TRUGTURA. PANELS ARE TO BE DIREGTLY APPLIED TO 5TUD FRAMING, - 5EE ARGHITEGTURAL DRAWIN65 FOR ADD'L WALL 6ON5TRUGTION REQUIREMENT5. PANELIZED hALL5: FASTEN TOGETHER END 5TUD5 OF WALL PANELS SHEATHED W/ 05B OR PLYWOOD A5 FOLLOWS: - PI b P2 5HEAR PANELS - IOd OR 12d NAIL5 @ 6" O,G MULHERN & KULP STRUCTURAL ENGINEERING, INC. 20 South Maple Street - Suite 150 • Ambler, PA 19002 Job: BENTLEY COMMONS Project Mgr; CKS @ ZEPHYRHILLS M&K project number: 56-0621 Drawn by, KSS architecture,engineering Interiordes1gn+I a n d p I a n n I n g 2525 Holicong Rd., P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f 0 U Z Q 3 L i U R U U O U p �0 U „a U U A A A a C4 0 04 O a Q , d Ci w 0 project no, drawn loy 2006-068.00 KSS date; checked by: JUNE 1, 2007 CKS scale) approved by, Sheet no, 1 2 3 4 S 6 I 7 8 A B C D E F EXTERIOR WALL — FIN15H (SEE ARCH.) 5" REINF. GMU EXT. WALL -SEE PLAN FOR REINF. Y2" PRE -MOLDED JT. FILLER (TYP) 4" GONG, SLAB -5EE PLAN REINF. GONG. FOOTING - SEE PLAN FOR SIZE, REINF,, AND ELEV. Z- N I SECTION SEE DETAIL 6A FOR ADDITIONAL INFORMATION GOLUMN BASE TO BE ENGA5ED w/ 3000 PSI GONG. AFTER STEEL 15 H55 COL. (SEE PLAN ERECTED AND PLUMBED FOR BASE PLATE I ANGHOR BOLT SIZES) SLAB -ON -GRADE I I (5EE PLAN) i a ( < EXTERIOR WALL - 8" REINF. GMU EXT. WALL FINISH (SEE ARCH) -SEE PLAN FOR REINF. Min Y2" PRE -MOLDED JT. FILLER (TYP) F 4" GONG, LAB (LOW BISTRO) FlNlwa rt2erx III Tf 1—J-7 "—III�II-ff— d a —III-11=T d4 .. - - REINF. GONG. FOOTING a - SEE PLAN FOR SIZE, a ° REINF., AND ELEV. I� M TION ,II- -III=III-OITII' II' To BOTTOM OF — —TIT-111_I I/1=11�i5iLhf 1 11 �150LATION l�=ll�111_ -- BASE PLATE JOINT (TYP,) Ii' II. ° 13 ° a d a'. d a' 3" GLR. � d • °• �'° • a • a Y4" LEVELING PLATE ON 3/4" NON-5HRINK GROUT 5EE PLAN FOR FOOTING 51ZE, ELEV., I$ REINF. SECTION @ FOOTING SHALL': 3/4"=1'-0" SLAB ON GRADE - SEE PLAN 8" REINFORCED GMU WALL— w/#4 VERTIGAL BARS @ 48" o.c. AND DUR-O-WALL y" PRE MOLDED HORIZONTAL REINF. ® 16" o.c. JT. FILLER (TYP.) 4" GONG. SLAB -5EE PLAN °d 4 GONG. SLABS t+ -SEE PLAN -1 ii-T-ITII I T�Lllill� a �1 r _TT� II HAUNGH SLAB TO TOP OF FOOTING REINF, GONG. FOOTING - SEE PLAN FOR SIZE, PROVIDE BENT DOWEL5 REINF,, AND ELEV, a` , TO MATCH WALL REINF. .,, • - W/ 6"HOOK AND 48" LAP SPLICE v/����CTICAN SCALE: SAVI 1' O" GONTROL JOINT (TYP.) d d d ' a STEEL GOLUMN ° I$ BASE d SEE PLAN INFILL WITH 3000 P51 CONCRETE AFTER GOLUMN 15 SET. 1/2" PREMOLDED FILLER 150LATION JOINT TYPICAL DETAIL 6ZLM F COLUMN ISOLA�TION JOINT 3/4"=1'-0" PREVIOUS POUR NEW POUR 2d HORIZ, 5AR5 TO (21-8" MAX) MATGH FTC, REINF, f PROVIDE HORIZ. 2x4 ( PROVIDE 2-#5 KEY ACROSS FULL x 36" LONG THROUGH WIDTH OF FOOTING I TOP OF FOOTING • ! 44 IS) a• 43 a a .a.d4 d. — _I • A a'. DOWELS TO MATCH 1—�=1 �- _III-11 III—Ill=111�1' d - HORIZ. BARS IN SIZE 24" LAP REINFORCED d AND NUMBER GONG, FOOTING +, a EXTEND REINF. 5PLIGE d d • t THRU JOINT SIZEEffPLAN REINF OR BOT. OF FOOTING TO BE 3'-0" MIN, BELOW GRADE, U.O.N. TYPICAL 5TEPPED FOOTING DETAIL SISAL= 3/4'c4'-O" PROVIDE (2) 12d NAILS @ EACH MEMBER DIAGONAL BRAGE NAILED TO OPP051TE SIDE OF WEB AT 20'-0" MAX. (TO PREVENT LATERAL MOVEMENT) SHEATHING - GEILING SECT I ON A -A GOMPRE55ION WEB (SLOPING OR VERTICAL) LATERAL BRACE CONTINUOUS PER TRUSS MANUF. (MANUF. TO 5PEGIFY 51ZE I$ GONNEGTION) TRU55 NOTES: I. WOOD TRU55ES SHALL BE BRACED AND ERECTED IN ACGORDANGE WITH THE "TRUSS PLATE INSTITUTE" BRACING WOOD TRU55ES: GOMMENTARY AND RECOMMENDATIONS, BWT--16. 2. BRACING IN THE PLANE OF WEB MEMBERS: a. THE TRUSS MANUFACTURER SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH TRU55 WEB MEMBER AS REQUIRED. b. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER). THIS BRACING 15 TO BE CONTINUOUS. c. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 CLOSEST TO EACH GABLE END WALL 4 ADDITIONAL BRAGE5 @ 20'--0" AS REQUIRED. 3. THE BOTTOM GHORD5 SHALL BE BRACED BY DIRECT -APPLIED G.W.B. CEILING 4. TOP CHORD BRACING a. IF PLYWOOD DECKING 15 APPLIED DIRECTLY TO TOP CHORD, PROPERLY LAPPED AND NAILED TO DEVELOP DIAPHRAGM ACTION, BRACING I5 NOT REQUIRED. b. IF PURLINS ARE USED, DIAGONAL TOP CHORD BRAGING 15 REQUIRED AT EACH END. IF BUILDING EXGEED5 60 FEET IN LENGTH, DIAGONAL BRAISING SHOULD BE REPEATED AT 20 FOOT INTERVALS. TYPICAL DETAIL CONT. FOOTI NO CONSTRUCTION JOINT SCALE: 9/4"=I'-0" LOCATE AS REQUIRED 0 CONTINUOUS LATERAL BRAGING AS REQUIRED (PART OF TRU55 DESIGN). TOP CHORD ._-�BRAGING AS REQ'D / � DIAGONAL BRACING TYPIGAL TRU55 ELEVATION PERMANENT TRUSS BRACING DETAILS NOTES SCALE: PION 2x4 BLOGKING w/ (3)16d TOENAILS EAGH END I$ 12d NAILS ® 8" O.G. ADDITIONAL STRUGTURAL GABLE END ROOF TRU55 w/ INFILL STUDS (PER TRU55 MANUF) 16d TOENAILS @ 16" D.G. GONNEGTING BOTTOM CHORD TO TOP PLATE 8" REINF. GMU EXT, WALL EXTERIOR WALL FIN15H -5EE PLAN FOR REINF. �� T- (SEE ARGH) 2x BRG WALL 8" REINFORCED GMU WALL w/#4 -5EE PLAN VERTICAL BARS @ 48" o.c. AND - © 5EGTION 3: FLOAT SLAB DUR-O-WALL HORIZONTAL - ® 5EGTION 3A: HAUNCH SLAB REINFORCEMENT ®I6" o.G. TO TOP OF FOOTING UNDER 4" GONG. SLAB BRG. WALL -5EE PLAN a � " Y2 PRE -MOLDED ° . JT. FILLER (TYP,) REINF. GONG. FOOTING • d - SEE PLAN FOR SIZE, ° 4 e REINF., AND ELEV. 3� � F IONS3/4"=1 FASTEN SOLE PLATE OF WALL5 TO SLAB w/ 2x BEARING HILTI DNI12 P8 PAF'S ® HALL/POST =N 16"o.c• ABOVE a d a A - 1I-- f TI— d Q a iL=1T—Efli I HillREINF. GONG. THICKENED SLAB -SEE PLAN FOR 51ZE AND RE I NF. PREVIOUS POUR NEW POUR CENTERLINE SLAB JOINT SEE PLAN GONTINUOU5 KEY AT GENTER OF SLAB. TOOLED EDGE - SEE ENLARGED Ya'I RADIUS DETAIL 4v s d N.N.F.- STOP 3" CLEAR )=AGH REMOVE KEY MAIL. it GOAT 51DE OF JOINT SURFACE WITH FORMWORK 3/411 OIL PRIOR TO NEW POUR, m TYPICAL DETAIL GONG. SLAB GONvTRUCTLON J01NT SCALE: 8/4"=1W LOCATE A5 REQUIRED 8d NAILS @ 4"O.G. `-2x6 BRACE W/2x4 T-BRAGE, 51MP50N H4 SPACED @ 4'-0" O.G. MAX. � (2)12d FASTEN 2x4 TO 2x6 w/ 12d VTOENAILS NAILS @ 12" Q.G. TYP I GALL 67A5LE ENO BRAG I NG I� TALI L SCALE: 3/4"=1'-0N FASTEN SOLE PLATE OF WALLS To SLAB w/ HILTI 2x 5HEARWALL ABOVE —- -SEE P8 PAPS 4"o.c. -5EE PLAN FOR 5PEGIFIGATION5 • ;"LT i I ILl >n=rr. 1��111I1i'�I-Tl_1T l 1 �—REINF. GONG. THICKENED SLAB -ry UNDER SHEAR WALL - SEE PLAN FOR 51ZE I$ REINF. � SECTION NOTE: AT CONTRACTOR'S OPTION, PROVIDE A 5AWGUT, TOOLED, OR PREMOLDED INSERT SLAB JOINT, REMOVE INSERT STRIP AFTERGONGRETF HAS SET, PROVIDE g" RADIUS E06E5 FOR TOOLED AND INSERT JOINTS. CONTROL JOINT - DEPTH = t/3 GENTERLINE SLAB JOINT - FILL WITH JOINT SEALANT SEE PLAN " TO 1/4" WELDED WIRE FABRIG (W.W.F) - SEE PLAN 4_4 X X-' . X a° X d. X —� I_I I'-1 7-1 I-1 I �- VAPOIR BARRIER ON q5% GOMPAGTED FiLL 5AWGUT JOINTS SHALL BE MADE AS SOON AS THE GONGRETE HAS GURED SUCH THAT THE BLADE DOES NOT DISLODGE AGGREGATE AND THE GUT E06E5 DO NOT GRUMBLE. DO NOT WAIT MAX. GONGRETE PANEL AREA=225Ft2 MORE THAN 8 HOURS AFTER CONCRETE HAS '5EV. RATIO OF CONCRETE PANEL WIDTH $ LENGTH SHALL NOT BE GREATER THAN 1: V2. TYPICAL DETAIL GONG. SLAB CONTROL JOINT SCALE: 97/4N-14" LOCATE EVERY 151 O.G. STEEL GOL Y4" -5EE PLAN (4) 5/4" A30-7 A.B., 4" PROJ, I "x 14"x 14" BASE PLATE, Y411 20" EMBED, 3" HOOK, LEV. PAATE, ON I" PROVIDE (2) NUTS NON-5HRINK GROUT ......... : ............. ..... . 3" GLR, d. •� TYP. -III1I ° ' ° •. 24"x48" PEDESTAL w/ d (8) #5 BAR5 VERT IN ° 44 EA. LONG FACE 4 #3 TIES @ 8" O.G. REINF. GONG. FTC. °• ° °' d "� -5EE PLAN ° d' 4 d a. d I�ET AILN c� �FORT�ECOGHERE SCALE: 3/4"= I'-011 8" PLAIN CONCRETE I I SLAB -ON -GRADE Y2" PRE -MOLDED TURNDOWN. I I (5EE PLAN) JT. FILLER (TYP.) TYP. ® PORCH PERIMETER 4" GONG. SLAB d d -5EE PLAN FIN. GRADE a a Imo-- -- .,1-- 0 SECTION 5AI 16" SQUARE PLAIN 4. a CONCRETE PIER AT — -I PORCH P05T LOCATIONS d ° " REINF. GONG. FOOTING -5EE PLAN 8 - SEE PLAN FOR SIZE, ° REINF., AND ELEV. @ P05T PIER 4 ��GTION5A� � SECTION SCALE: 3I4"=1'-0" SCALE: S/4"mi'-0" GOORD, ELEV. DIMEN51ON5 w/ ELEV. MANUFAGTURER W GMU WALL ABOVE GRADE -_ -5EE PLAN 5PEG5. _ 8" GMU WALL DROP TOP OF GRADE GMU WALL DOWN 4"X4" X 1/4" 5TEE1 -5EE PLAN 5PEG5. ® DOOR & POUR ANGLE AT DOOR W/ SLAB OUT ANGHOR5. 12" o.C, a , ° 7 ll�T II a - 1>�T=1 t =1 111=111�ZI #4 DOWEL5 111�1 II—III�II�-fi LTI— - ° � �I I C11�1J� • 16, Q.G. I—L�- _4" F LEDGE OR SLAB _I I T1 r BEARING GOORDINATE LOCATION OF 12" GMU WALL BELOW GRADE LADDER IN SHAFT W/ w/ #4 BARS ®16" DlG ELEVATOR MANUFACTURER 12" GMU WALL BELOW GRADE w/ #4 BARS • 1611 GROUT ALL CELLS SOLID w/ C D/C 2000 P51 PEA GRAVEL �j - GROUT ALL GELL5 CONCRETE 50LiD wl 2000 P51 PEA IN 1A GRAVEL COINGRETE 6" (TYPJJA 11-111-1 ° � — 1I 1 I 1=1 I IEI I I —I 1 1=111- _ITI -III I-1 I I- #4 DOWELS • 1(0" O.G. (TYP) 5UMP PIT (COORDINATE —" I I #4 BAR5 a 18" O.G. EACH LOCATION w/ ELEVATOR j I WAY TOP 4 BOTTOM MANUFACTURER) LI ---------i � 5 �ECTION @ LE A�TOR PIT SCALE: 314"� I'_0" 8 PLAIN GONGRETE SLAB -ON -GRADE TURNDOWN. (SEE PLAN) 615TRO STEP a q =I =iTT LOW BISTRO SLAB - -SEE PLAN .all — 4 1- a ° 4 II SECTION SCALE: 9/4N=I'-D• •I d a Vall I 2411 01. ARCH. TO VERIFY ip O d 'G.L, � •,,4 d ,�� � ���',',r- ail _ L} 4 I a 4 16" d d a� #5 BAR5 GONT ` I AS 5HOWN Q .1 I• • 1 a.1 4 #5 BARS @ 12" oG -' tea__ _ _.... _ _° :._l A5 SHOWN a `a a •/ d d a d �. a d + #5 BARS ® 12" OG 1'-0" 6° TYPICAL ALL 4 EACH WAY TSB SIDES OF SUMP PIT IO,4 ySUMP PIT DET,�IL SHALE: 9/4"+11-0" LINE OF BEYONI -SEE Al 16" WIDE TURNDO TYP.. @ ' PERI MET 2 DATE: 06-1-07 FOR PERMIT ONLY 3EARING WALL �)N-GRADE LAN) I2 SECTION SCALE: 9/4N=1:-0N MULHERN & KULP STRUCTURAL ENGINEERING, INC. 20 South Maple Street • Suite 150 -Ambler, PA 19002 BENTLEY COMMONS Job: @ ZEPHYRHILLS Project Mgr: CKS M&K project number: 56-0621 Drawn by. KSS archItecture,engineering I n t e r 1 o r d e s i g n + I andpIanning 2525 Holicong Rd., P.O. box 667 Holicang, PA 18928-0667 215 794 1925 p 215 794 1926 f S2 z� S U Z Q U U U d) U o Ul o U o a A o A 0 0 r a A 0 124 a A 2 -yv N V) H V� 1—i rA 4 WI by F—i M Q Ql O C O O :^- � Q Q Ld W project no, drawn by+ 2006-068.00 KSS date+ checked by: JUNE 1, 2007 CKS scale+ approved by+ sheet no, „ i r r __- 1 2 3 4 5 6 7 8 FASTEN 2x SOLID BLOCKING TO TOP PLATE OF WALL WITH (1) 'SIMP50N' A35 CLIP. FASTEN ROOF TRU55 TO TOP PLATE OF WALL WITH (1) 51MP50N H2.5A CLIP. - AT C71RDER TRUSSES, INSTALL (4)H2.5A CLIPS. 2x SOLID BLOCKING @ EVERY THIRD BAY (12” OLJ. TYPICAL AROUND PERIMETER OF BUILDING. 2x4 RIBBON - FASTEN ROOF 5HEATHIN6 TO - FASTEN ROOF 5HEATHIN6 BLOCKING WITH 8d NAILS @ 6" O.G. TO BLOCKING PANELS w/ 8d FASTEN 2x4 RIBBON TO NAILS @ b" O.G. TOP PLATE OF WALL w/ (I) 51MP50N A55 CLIP @ FASTEN 5HEATHIN-7 TO 24"o.c. I SECTION 2x EXTERIOR WALL - SEE PLAN FOR SPECIFICATIONS, 5HTG. 5PLIGE @ 2 N Z FLOOR TRU55E5 5HT6. --■- SPLICE @ I 2x4 RIBBON!N�� 5HT6. 5PLIGE @ I _ N SHTG. 5PLIGE @ 2 TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ EXTERIOR WALL WALE. 9/4"=I'-0" MRO WD 0404R P" 2x4 BR6. WALL ABOVE (5EE PLAN FOR LOGATION5) TOP FLANGE HANGERS PER FLOOR SYSTEM MANUF. 12 SEGTIaN ROOF TRU55ES @ 24" D.G. EXT. WALL SHEATHING - TO FULLY LAP 2X WOOD PLATE FASTEN 5HEATHIN6 TO PLATE w/ 8d NAILS @ 6" o.c. TRUSS VERTIGAL5 w/ 8d NAILS @ 6" OIG 2x4 RIBBON - FASTEN SHEATHING TO BLOCKING PANELS w/ 8d NAILS @ 6" D.G. FASTEN ROOF TRUSS TO TOP PLATE OF WALL WITH '51MP5ON' ,. 2x SHEAR WALL H2.5A CLIPS. -SEE PLAN FOR SPEGIFIGAT10N5. - AT GIRDER TRU55E5, INSTALL (2) H2.5A GLIP5. �S/�' iGTnI DN R/t�wi ✓/4N=IIJ1N I. 5PLIGE 1/16" SHEATHING HALFWAY ONTO 50LE PLATE ABOVE AND DOUBLE TOP PLATE BELOW. FASTEN PANEL EDGES W/8d NAILS - @ 3"o.c. (2ND $ 3RD FLOOR LEVEL) - @ 4"o.c. (4TH FLOOR LEVEL) R 2. RUN SHEATHING CONTINUOUS AGRO55 FLOOR � FASTEN TO TOP/BOTTOM WALL PLATES W/ 8d - @ 3"O,G. (2ND 3RD FLOOR LEVEL) - @ 4"o.c, (4TH FLOOR LEVEL) - 5HT6 TO EXTEND 12" MIN ABOVE @ BELOW FLOOR - PROVIDE HORIZ, BLOCKING @ PANEL EDGES 16" OPEN -NEB TRUSSES @ 24" O.G. (MAX.) Lv__Jn V i LS i STEAM (5EE PLANS) SUPPORTING FLOOR TRUSSES W/ 2x PLATE, RIPPED TO FIT, ATTACH W1(2) ROW5 OF HILTI PN152P,5 PINS @ 12"o.c., STAGGERED EACH SIDE OF NEB. FASTEN BOTTOM CHORD OF TRU55 TO TOP PLATE OF WALL WITH '51MP50N' A35 GLIP5 @ 32"o.c. 2x EXTERIOR WALL 5HT6. - LADDER TRU55 w/ VERTIGAL5 SPLICE @ 2 @ tb" o.c. - FASTEN EXTERIOR SHEATHING LN z TO TOP 4 BOTTOM CHORDS WITH 8d NAIL5 @ 6" OIG SHTG. - 5PLIGE @ I 5HT6. —�- 5PLIGE @ I ry FLOOR TRU55E5 SHTG. —i 5PLIGE @ 2 -f 2x EXTERIOR WALL - SEE PLANS TYPICAL SHEAR TRANSFER DETAIL BETINEEN FLOORS @ EXTERIOR WALL 64ALS 9/4'=I'-o" PARALLEL M" FASTEN FLOOR SHEATHING TO - PLATE w/ 2 ROWS OF 8d NAILS @ 6"o,c. STAGGERED ALONG FULL LENGTH OF BEAM FASTEN 2x8 PLATE, RIPPED TO FIT, TO STEEL BEAM w/ (2) ROW5 OF P.A.F.'5 @ 12" o.c. (HILTI DNI 52P8 PINS) 71- FLR. TRU55E5 -SEE PLAN WF BEAM -SEE PLAN Vg�BTSVw FASTEN PLATE TO FLOOR V 5HEATHIN6 w/ 12d NAILS @ 8" O.G.-2x EXTERIOR WALL r- 2x EXTERIOR WALL FASTEN EXT. WALL FLOOR TRU55E5 SHEATHING PER PLAN GANTILEVERED FLOOR (2)2x10 RIBBON F-TRU55 - SEE PLANS 2x8 LEDGER FASTENED TO EA. TRUSS VERT. w/ (4)12d NAILS (24" O.G. MAX) @ 5EGT IbB Lo ROOF TR. @ 24" D.G. ° P.T. 2x6 NOOD PLATE w/ YY DIA. x 8" ANCHOR BOLTS @ 4'-0" o.c. @ 5EGT. 1813 8" GMU BOND BEAM w/ 2x8 LEDGER FASTENED TO (2) #5 GONT. EA. TRUSS VERT. w/ (4)12d NAILS (24" o.(,. MAX) 8" REINF. GMU EXT. WALL -SEE PLAN FOR REINF. IS SECTION �-P.T. 2x6 WOOD PLATE w/ y2" DIA. x 8" ANCHOR BOLTS @ 4'-0" o.c. 8" GMU BOND BEAM w1 (2) #5 GONT. 8" REINF. GMU EXT. WALL -5EE PLAN FOR REINF. ias is SECTION FASTEN ROOF SHEATHING TO TOP CHORD OF DRAG TRU55 w/ 8d NAILS @ 6"o.c. SECTION 3: DRAG TRUSS. LOCATE ON TOP OF WALL. @ SECTION 3A: GABLE END TRU55 SHEATHED w/ 055. 2x SHEAR WALL/ EXTERIOR WALL - SEE PLAN FOR SPECIFICATIONS. �S/.����TI�V SGALL: iifN PACK DON^I rn =2CAm PER TRU55 2x SOLID BLOCKING ® EVERY THIRD BAY (`12" 0,0). TYPICAL AROUND PERIMETER Or - BUILDING. •- FASTEN ROOF SHEATHING TO BLOCKING WITH 6d NAILS @ 6" O.G. FASTEN 2x SOLID BLOCKING TO TOP PLATE OF WALL WITH (1) '51MP50W A35 CLIP. FASTEN ROOF TRU55 TO - -� FASTEN 51LL PLATE TO GMU DOUBLE TOP PLATE WITH (1) • WING WALL w/ 112" DIA, x 8" SIMPSON H3 CLIP LONG ANGHOR BOLTS w/ 2" HOOK @ 4'-0" o.c. P.T. 2x8 PLATE w/y" DIA, x 8" - EMBED ANCHOR BOLTS INTO ANCHOR BOLTS @ 4'-0" O.G.A - XA 1 BOND BEAM, >01 >01 8" GMU BOND BEAM N/ 8" REINFORCED GMU WALL (2) #4 COW. -SEE PLAN SECTION _ CHORD BEARING FLR. TRU55E5 1/2 �— FLUSH P5L BEAM (SEE PLANS) MAX GAP (TYP.) S ME :/4N=ll�r PACK DOWN TO BEAM /� TOP CHORD BEARING PER TRU55 MANUF, / FLOOR TRUSSES FLUSH P5L BEAM 1/2" (5EE PLANS) MAX GAP (TYP.) &� TIDNw f i S' /4N= BOTTOM CHORD BEARING OPEN NEB WOOD TRUSSES `-DROPPED STEEL BEAM (5EE PLANS) SUPPORTING FLOOR TRUSSES N/ 2x H55 STEEL COLUMN PLATE, RIPPED TO FIT, ATTACH N/ (2) -5EE PLAN/ SCHEDULE FOR ROVW5 OF HILTI DNI52P8 PINS @ 12"o.c., 51ZE5 AND ADD'L INFO. I I STAGGERED EACH SIDE OF WEB. II 14 SEGTQI C�N_/� FASTEN FLOOR SHEATHING 2x6 PARTYNALL/ 5HEARNALL TO TOP GHORD OF DRAG - SEE PLAN FOR SPECIFICATIONS TRU55 w/ 8d NAILS @ 6 o.c. DRAG TRU55 ON TOP OF FASTEN SOLE PLATE TO SHEAR WALL BELOW. 5ET FLOOR SHEATHING w/ IOd FLUSH TO ONE 51DE OF NAIL5 @ 8"o.c. PARTY WALL A5 5HONN, FLOOR TR. @ 24" O.C. 17-771 TRU55 MANUFACTURER TO DESIGN DRAG TRUSS FOR FASTEN BOTTOM CHORD OF - @SECTION Iq: 350 PLF DRAG TRUSS TO TOP PLATE - @ SECTION ICIA: 550 PLF OF 5HEARNALL w/ (I) 51MP50N A35 CLIP 2x6 5HEARWALL - @ SECTION 1q: @ 16"o.G. - SEE PLAN FOR_'AJ- @ SECTION ICIA: @ 8"o.c. 5PEGIFIGATION5 NOTE: REFER TO ARCH DRAWING FOR ADD'L REQUIREMENTS FOR CONSTRUCTION OF UNIT SEPARATION WALLS I�A� la �WldTION HAN6ER5/BEARIN6 CONDITION PER FLOOR 5Y5TEM MANUF. FLOOR TRU55E5 @ 24"o.c. FLU5H BEAM (5EE PLANS) SUPPORTING BEARING WALL ABOVE � MET�6�� 2x10 JOISTS FLR. TRU55E5 @ 24" O.G. F - SEE PLANS 51MP50N --� U210 HANGER \--- FLU5H BEAM (5EE PLANS) q,� SECTION_ BEAM CL 1/ALL FACE 2x EXTERIOR WALL FLOOR TRUSSES @ 24"o.c. - SEE PLAN ROOF TRU55E5 @ 24"o.c. - 5EE PLAN Ole", 05B RIM BOARD HANGERS BY DROPPED STEEL BEAM (5EE PLAN5) _,� TRU55 MANUF. SUPPORTING FLOOR TRUSSES W/ 2x PLATE, RIPPED TO FIT, ATTACH N/ (2) E p H55 STEEL COLUMN RON5 OF HILTI DNI52P8 PINS @ 12"o.c., -5EE PLAN/ SCHEDULE FOR 5TAG6ERED EAGH SIDE OF NEB. I 51ZE5 AND ADD'L INFO. II la MB�TO/E��w 2x6 @ I6"o.c. BALLOON FRAMED WALL @ STAIR " NDING FRMG. V M STAIR TOWER EXT. WALL 5HEATHIN6 - z TO FULLY LAP 2X P.T. 2x6 NOOD 51LL PLATE w/ WOOD PLATE Y2" DIA, x 8" ANCHOR BOLTS @ FASTEN 5HEATHIN6 TO 4'-0" o.G. PLATE w/ 8d NAILS @ 8" GMU BOND BEAM w/ 6" o.c. (2) #5 GONT 8" REINF. CMU EXT. WALL -5EE PLAN FOR REINF, �� SECTION SGAL97 �/4N=IIfM 2x 50LID BLOCKING @ EVERY THIRD BAY (12" O.G.). - FASTEN ROOF 5HEATHIN6 TO BLOCKING WITH 8d NAILS @ 6" O.G. FASTEN TRUSS TO WALL w/ FASTEN 2x SOLID - - (3) IDd TOENAILS. BLOCKING TO TOP PLATE OF WALL WITH (1) 'SIMP50N' A35 CLIP. 2x8 PLATE, RIPPED TO FIT - FASTEN TO STEEL BEAM w/y2"DIA. FASTEN ROOF TRU55 TO THRU-BOLTS @ 48"a.c. TOP PLATE OF WALL WITH STAGGERED EA, 51DE OF WEB (1)51MP54N H3 CLIP. WF BEAM -SEE PLAN SECTION SCALE: 6/4N=1'-0' 2x8 CONT, RIBBON 5PLIGE @ TRU55 VERT. 2x STUD WALL A5 REQ'D -SEE PLAN FLOOR TRU55E5 SIMPSON U25 -SEE PLAN WANDER FLOOR JOISTS -SEE PLAN GORRIDOi� 2x STUD WALL -SEE PLAN FOR SIZE AND 5PAGING _�i 10 SECT I DN I Ye,"x20" 055 RIM. FASTEN FLOOR 5HEATHIN6 TO RIM T� 2x 5TUD WALL w/ ed NAILS @ 6"o.c. -SEE PLAN FLOOR TRU55E5 51MP50N U28 -SEE PLAN WANDER FLOOR JOISTS -SEE PLAN G RI�II7oR FASTEN RIM TO TOP SHEARWALL PLATE w/ 51MP50N A35 -5EE PLAN CLIPS @ 12" o.c. � M'd TION S/4"=w EXTERIOR WALL ABV. PACK DOWN TO BEAM ROOF TRU55E5 PER TRUSS MANUF. @ 24"o.c. - SEE PLANS � TOP F FLOOR CHORD BEARING RING FLUSH P5L BEAM (5EE PLANS) GAP (TYP.) �6 SECTION EXTERIOR WALL ABV. PACK DOWN TO BEAM PER TRU55 MANUF, TOP CHORD BEARING ROOF TRU55E5 @ 24" O.G. FLOOR TRU55E5 t12" \-FLU5H LVL BEAM X (5EE PLANS) GAP (TYP.) 21 SEGTIC?N BEAM -S- -SEE PLAN - ROOF TRUSSES @ 24"o.c. (HIGH) 05B SHEATHING 2x4 @ I6"o.c. BALLOON FASTENED PER EXTERIOR FRAMED CUPOLA WALL WALL FASTENING SCHEDULE -SEE PLAN PARALLEL CHORD ROOF TRU55E5 @ GYPSUM= 24 "o.c. 5HEATHIN6 FASTEN SOLE PLATE OF CUPOLA WALL5 TO GIRDER TRU55 w/ 3/e" DIA. LA65 @ 16"o.c. 12d NAILS @ 8" o.c. PARALLEL GHORi7 GIRDER TRU55 ,— HANGER 6 SECTION = TOP CHORD BEARING FLOOR TRU55E5 112" " FLUSH STEEL BEAM (5EE PLANS) TY ( SUPPORTING FLOOR TRUSSES W/ 2x PLATE, RIPPED TO FIT. ATTACH N/ (2) H55 STEEL COLUMN RON5 OF HILTI DN141Pb PINS @ 12"o.c., -5EE PLAN/ SCHEDULE FOR STAGGERED EACH SIDE OF NEB. 51ZE5 AND ADD'L INFORMATION II SECTION I Ya"x20" 056 BLOGKING @ 48"o.c. FASTEN FLOOR 5HEATHIN6 TO i3LK6. w/ Sd NAILS @ 6"o,c. FLOOR TRU55E5 @ 24" O.G. -5EE PLAN FASTEN EA. BLK6. PANEL TO TOP PLATE w/ (2) 51MP50N A35 CLIPS H55 GOL. -5EE PLAN­_J_�_L 22 g�'�E'iCTIDN DG/1V.Gi �/4N=,I�r -2x 514EARWALL -5EE PLAN FASTEN 50LE PLATE TO FLOOR SHEATHING w/ Iod NAILS @ 8"o.c. 2x NAILER `- FLOOR TRU55E5 @ 24" O.G. -5EE PLAN 2x 5HEARNALL I� SECTION FASTEN FLOOR SHEATHING TO FLAT BLOCKING w/ 8d NAILS @ 6"o.c. PROVIDE 2x4 @ 16"o.c. LADDER FRAMING BETWEEN TRU55E5 UNDER 5HEARNALL ABV. P ON COLUMN TO SUPPORT LVL. ROVIDE STEEL SADDLE SEAT FASTEN LVL w/ (2) ,16" DIA. THRU-13OLT5 AS 5HOWN FLUSH LVL -5EE PLAN FOR PERMIT ONLY - 2x6 PARTYNALL/ 5HEARNALL - SEE PLAN FOR 5PEGIFIGATION5 FASTEN SOLE PLATE TO FLOOR SHEATHING w/ IOd NAILS @ 8"o.c. —FLOOR TR. 24" D.G. 25 SECTION MULHERN & KULP [Job: TRUCTURAL ENGINEERING, INC. 20 South Maple Street • Suite 150 - Ambler, PA 19002 BENTLEY COMMONS @ZEPHYRHILLS Project Mgr; CKS project number: 56-0621 Drawn by: KSS architecture,engineering interiordeslgn+landpIanning 2525 Holicong Rd., P.O, box 667 Holicong, PA 1892-0667 215 794 1925 p 215 794 1926 f s S U z o C„) d U O U O f UU O U U CnWa a v o o FU" 00 Oix 75 �d `O 4 N 1V - o --+ o c N c In C a o 71 1:?+' �r J 4 W W project no. drawn byl 2006-068.00 KSS datel checked Ioyl JUNE 1, 2007 CKS scalel approved byl sheet no, SW6 i _ s -. 2x EXTERIOR WALL c_v I r-- FLOOR TRUSSES 5HTG. SPLICE 2x4 RIBBON EXT, WALL 5HEATHIN6 --� P.T. 2x6 WOOD PLATE w! TO FULLY LAP 2X WOOD PLATE • Y" DIA. x 8" ANCHOR FASTEN SHEATHING TO BOLTS @ 4'-0" o.c. PLATE w/ 8d NAILS ® 8" GMU BOND BEAM w/ 6" o.c. (2) #5 GONT. 8 REINF. GMU EXT. WALL -5EE PLAN FOR REINF. TYPICAL SHEAR TRANSFER DETAIL BETINEEN FLOORS @ EXTERIOR WALL rr I. 5PLIGE -7116" 5HEATHING HALFWAY ONTO 50LE PLATE ABOVE AND FULLY ONTO 2x WOOD PLATE BELOW. FASTEN PANEL E06E5 w! 8d NAILS ® 6" o.c. 5HT(5. i— SPLICE 3 2x EXTERIOR WALL LADDER TRU55 w! VERTIGAL5 @ 16" o.c. - FASTEN EXTERIOR 5HEATHING N z TO TOP $ 50TTOM GHORDS WITH 8d NAILS @ 6" 0/6 EXT. WALL SHEATHING P'—P.T. 2x6 WOOD PLAk w/ TO FULLY LAP 2X WOOD PLATE J/2" DIA. x 8" ANCHOR FASTEN 5HEATHIN6 TO BOLTS @ 4'-0" oz- PLATE w/ 8d NAILS ® 8" GMU BOND BEAM w! (2) #5 CONT. 8" REINF. GMU EXT. WALL -SEE PLAN FOR REINF. TYPICAL SHEAR TRANSFER DETAIL BETWEN FLOORS ® EXTERIOR MALL FLOOR TRU55E5 REFER TO DETAIL 7A/5-6 14 IA/5--1 FOR ADD'L INFO. SLOPE DEGK PER ARCH. X 15" FLOOR TRUSSES © 24" o.c. GALV. 51MP50N LU5210 (TYP.) -- - 2x10 DEGK JOISTS (TYP.) 2x8 P.T. DECK LEDGER - ATTACH W/ (1) )Z" DIA. x 6" LONG LAG 5GREW + (3)12d NAILS @ EACH VERTICAL (16" ac. MAX.) 5 REFER TO DETAIL -7/5-6 & 1/5-1 FOR ADD'L INFO. SLOPE DECK PER ARCH. GALV. 5IMP50K LU5210 (TYP) --., 2x10 DEGK JOISTS (TYP) 2x8 P.T. DEGK LEDGER - ATTACH W/ (1) Yz" DIA. x 6" LONG LA6 5GREW + (3)12d NAILS b EACH VERTICAL (16" o.(,. MAX.) X 5GA1.1:: 8�4'=1"-t�" II+mIcuLAR �/ SGALC: 3/4"4-0" 1°AMtAJ.Lt9, awls ��/E�c�r�lOu�r� SETEN (2)2x12 CONTINUOUS FLUSH RIM BOARD RIPPED TO FIT FASTEN TO EVERY OTHER RAFTER w/ (1) SIMPSON H-2.5A C D F 2x 10 ROOF RAFTERS @ 24"o.c FASTEN EA. R.R. TO RIM BOARD w! 51MP50N L55U210 HANGER FASTEN PLATE TO FLOOR 5HEATHINC5 w/ 12d NAILS @ 8" O.C. - 15/4"x20" LVL RIM BOARD FASTENED TO EA. GANT'D FLOOR TRU55 w/ INVERTED 51MP50N HU410 HANGER ----2x8 DEGK J015T5 w 24"o.c. ADJACENT TO EA. SUPPORTING ROOF RAFTER 2x8 P.T. DEGK LEDGER - ATTAGH W/ (1) Y2" DIA. x 6" LONG LAG 5GREW + (3)12d NAILS @ EACH VERTICAL (24" o.c. MAX.) SECTION SCALE: 5/4"=11 % FASTEN 2x WALL PLATE/ END STUD TO GMU WALL w! Y4" x 4" LONG TAPGON 5GREW5: - ® 16" o.c. @ INT. 5HEARWALL END - @ 24" ac, ® ALL OTHER INT. WALLS .. 2x EXTERIOR WALL 2x INTERIOR WALL - SEE PLAN WiALL INTERSECTION CONNECTION DETAIL vVIWG: 3/411=11-011 EXT. GMU Vi&L CANTILEVERED FLOOR TRU55 - SEE PLANS P.T. 2x6 WOOD PLATE w! Y2' DIA. x 8" ANCHOR BOLTS @ 4'-0" o.c. 8" GMU BOND BEAM w/ (2) #5 GONT. 8" REINF. GMU EXT. WALL -5EE PLAN FOR REINF, FASTEN 2x WALL PLATE/ END STUD TO - STEEL COLUMN w/ HILTI DN141P8 PINS (PAF'5) @ 6" o.c, @ INT. SHEARWALL END 2x INTERIOR WALL - SEE PLAN HALL INTERSECTION CONNECTION DETAIL V..ALr:: 3/411 % 11 _011 ® STEL COLUMN IS" FLOOR LADDER TRUSS W/ VERTICALS ® 16" o.c. (MAX) IS" FLOOR TRU55E5 24" o.c. REFER TO DETAIL 4A/5-5 FOR ADDITIONAL INFORMATION > 6 7 FOR PERMIT ONLY DATE: 06.1.07 MULHERN & KULP STRUCTURAL ENGINEERING, INC. 20 South Maple Street • Suite 150 • Ambler, PA 19002 Job: BENTLEY COMMONS @ ZEPHYRHILLS Project Mgr; CKS M&K project number: 56.0621 Drawn by: KSS architecture, engineering interiordesIgn+IandpIanning 2525 Holicong Rd., P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f 75 u z � O U U U U a � O a O O w 4 rL0 �0, oa 75 Q c N o o +' d N N N �O — 6 Q o O o O o a A O 14 w VJ ~ O VJ � N o � N� (n I T Q A ILL � A w M a Z U Z Z 0 H= U 0 project no. drawn by; 2006-068,00 KSS date) checked by; JUNE 1, 2007 CKS scale, approved by, sheet no, fQ � �ro N 40 } N C. 41 Q a 0 � , C � C 0 U C (0 � 0 ca E m Y Q QO LLt E Q N N N >1a� n W o�E o� 0 � a 0 >�= -11 a fn U aQ i i 2 3 4 5 0 7 C F ELECTRICAL NOTES: 1. ALL WORK SHALL BE DONE IN A NEAT AND WORKMAN LIKE MANNER AND SHALL CONFORM TO THE 2005 NATIONAL ELECTRICAL CODE. 2. ALL NEW WORK MAY BE INSPECTED BY THE OWNER. 3. UPON COMPLETION OF THE WORK. THE ELECTRICAL CONTRACTOR SHALL DEMONSTRATE THAT THE INSTALLATIONS ARE COMPLETE AND IN PERFECT OPERATING ORDER WITH WIRING FREE FROM GROUNDS OR SHORTS AND WITH EQUIPMENT AND RACEWAYS PROPERLY GROUNDED. 4. ALL MATERIAL SHALL BE NEW AND U.L. OR EQUALLY APPROVED. S. THE ELECTRICAL CONTRACTOR SHALL TEST ALL EQUIPMENT AND DEVICES INSTALLED TO THE SATISFACTION OF THE OWNER. RESPONSIBILITY AS TO THE OPERATION OF EQUIPMENT SHALL APPLY ONLY TO THOSE ITEMS FURNISHED BY THE ELECTRICAL CONTRACTOR, BUT THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ACCURATE WIRING AND FOR THE CORRECT CONTROL OF ALL DEVICES. 6. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR AND TEST INSTRUMENTS REQUIRED FOR TESTING ELECTRICAL WORK. 7. PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED, VOLTAGE, PHASE AND CIRCUIT NUMBERS. S. CABLE TO BE THHN/THWN COPPER, 60OV, 1/C, #12 AWG (MINIMUM) FOR POWER, #14 AWG FOR 120V. CONTROL UNLESS OTHERWISE NOTED. 9. UNDERGROUND CONDUIT MAY BE SCHEDULE 40 PVC. ALL FEEDERS TO PANELS AND EQUIPMENT SHALL BE IN ELECTRICAL METALLIC TUBING (E.M.T.). 10. CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDING SYSTEM CONNECTING NON -CURRENT CARRYING METAL PARTS OF WIRING SYSTEM TO THE GROUND. 11. TAG ALL WIRES AT PANEL BOARDS AND JUNCTION BOXES WITH FIBER OR PLASTIC TAGS. 12. ALL GROUNDING SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA AND NEC REQUIREMENTS. ALL CONDUIT CONNECTIONS MUST BE TIGHT TO MAINTAIN A GROUND PATH. 13. ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT GROUNDING. 14. ELECTRICAL SHALL SUBMIT SHOP DRAWINGS ON ALL FIXTURES AND EQUIPMENT. 15. SUBMIT TO THE OWNER, CERTIFICATES OF FINAL INSPECTION AND APPROVAL IN DUPLICATE FROM APPROVED INSPECTION AGENCY UPON COMPLETION OF THE WORK. 16. PRIOR TO THE FINAL ACCEPTANCE F THE WORK, SUBMIT A WRITTEN STATEMENT TO THE OWNER GUARANTEEING ALL EQUIPMENT AND SYSTEMS AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP FOR ONE YEAR FROM DATE OF ACCEPTANCE. UPON WRITTEN NOTICE AND AT NO EXPENSE TO THE OWNER, PROMPTLY REPAIR AND/OR REPLACE ALL DEFECTIVE MATERIALS. 17. CONTRACT DRAWINGS ARE ESSENTIALLY SCHEMATIC. CONTRACTOR SHALL VERIFY LOCATION AND DETAIL INFORMATION PRIOR TO ROUGHING IN. IS. VERIFY ALL CEILING CONSTRUCTION PRIOR TO ROUGHING IN. 19. CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE WIRED. 20. ON LIGHTING AND RECEPTACLE CIRCUITS, CONTRACTOR MAY USE METAL CLAD CABLE TYPE 'MC' WHERE ALLOWED BY APPLICABLE CODES LIVING UNIT WIRING FROM ITS LOCAL PANEL MAY BE TYPE 'NM' SUBJECT TO LOCAL AUTHORITY APPROVAL. 21. PROVIDE TELEPHONE JACK AND CONDUIT TO ABOVE CEILING FOR TELEPHONE ROUGH -IN. MINIMUM CONDUIT SIZE TO BE 3/40. 22. CONTRACTOR SHALL OBSERVE OSHA SAFETY STANDARDS AND MAINTAIN AREA CLEAN DAILY. 23. ALL WALL AND ROOF PENETRATIONS BY THIS CONTRACTOR. OPENINGS SHALL BE FLASHED, COUNTER FLASHED AND SEALED WEATHER TIGHT AND WATER PROOF. 24. PROVIDE A COMPLETE AND OPERATING FIRE ALARM AND FIRE DETECTION SYSTEM IN ACCORDANCE WITH THE LATEST BOCA AND/OR NFPA 10i REQUIREMENTS FOR THE SPECIFIC TYPE OF BUILDING AND USE. 25. PROVIDE ALL REQUIRED MOTOR STARTING, DISCONNECTING AND CONTROL EQUIPMENT FOR EACH ITEM OF MOTOR OPERATED MECHANICAL SYSTEM EQUIPMENT COMPLETE WITH NECESSARY SHORT CIRCUIT AND OVERLOAD PROTECTION. THE CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTORS FOR SCOPE OF WORK INVOLVED. 26. PROVIDE ALL NECESSARY ELECTRICAL WORK FOR EACH ITEM OF ELECTRICALLY OPERATED EQUIPMENT FURNISHED BY THE OWNER OR OTHER CONTRACTS. VERIFY ELECTRICAL CHARACTERISTICS PRIOR TO INSTALLATION. 27. ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE AND AMPERE RATING TO SUIT EACH FUNCTION. 28. ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY RATING TO SUIT EACH APPLICATION. MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10,000 AMPERES, RMS, U.L. SYMMETRICAL. ALL BUS BARS ARE TO BE COPPER. ALL CIRCUIT BREAKERS TO BE BOLT -ON. 29. FIRE ALARM SYSTEM DESIGN TO BE BY AN APPROVED AND CERTIFIED SYSTEM VENDOR OR CONTRACTOR AND INSTALLED IN ACCORDANCE WITH N.F.P.A. REGULATIONS AND LOCAL FIRE MARSHALL'S OFFICE. 30. CONTRACTOR TO SUBMIT SYSTEM DESIGN TO FIRE MARSHALL'S OFFICE FOR APPROVAL UTILIZING THE SYSTEM EQUIPMENT SHOWN AS A GUIDE ONLY. ALL MODIFICATIONS AND/OR ADDITIONS TO THE SYSTEM REQUIRED BY THE FIRE MARSHALL'S OFFICE SHALL BE A PART OF THIS CONTRACT. 31. LOCATE ALL SYSTEM DETECTORS TO SUIT LIGHTING FIXTURES, MECHANICAL SYSTEMS EQUIPMENT AND AIR DIFFUSERS. 32. ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION. ALL SYSTEM WIRING NOT CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS. 33. SEE FP DRAWINGS FOR EXTENT OF WORK. 34. PROVIDE FIRE STOPPING AT ALL FIRE WALL PENETRATIONS. SEE ARCHITECTURAL DRAWINGS FOR FIRE WALL LOCATIONS. 35. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE LOCAL UTILITY COMPANY FOR THE TYPE OF ELECTRIC SERVICE TO SERVE THIS PROJECT INCLUDING THE LOCATION OF ENERGY RECORDING EQUIPMENT. ALL CHARGES BY THE UTILITY COMPANY TO THE OWNER SHALL BE INCLUDED INTO THE ELECTRICAL CONTRACT. ANY AND ALL DISCREPANCIES BETWEEN THE CONTRACT DESIGN AND THE UTILITY COMPANY'S REQUIREMENTS SHALL BE REPORTED TO THE ARCHITECT FOR CLARIFICATION AND NECESSARY ADDENDUMS DURING THE PROJECT BIDDING PERIOD. 36. ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN. CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY FOR A COMPLETE OPERATING SYSTEM. CONTRACTOR TO CONTACT ARCHITECT/ENGINEER IN WRITING, PRIOR TO BIDDING, FOR CLARIFICATION DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS. ELECTRICAL ABBREVIATIONS: A AMP AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE A/C AIR CONDITIONING AC ALTERNATING CURRENT C/B(CB) CIRCUIT BREAKER C CONDUIT CU COPPER EC ELECTRICAL CONTRACTOR EMT ELECTRICAL METALLIC TUBING GC GENERAL CONTRACTOR GFI GROUND FAULT INTERRUPTER GND GROUND HOA HANDS OFF AUTO HP HORSEPOWER JB JUNCTION BOX KW KILOWATT KV KILOVOLT KV-A KILOVOLT -AMPERE MCC MOTOR CONTROL CENTER N NEUTRAL NIC NOT IN CONTRACT NITS NOT TO SCALE PO PUSH BUTTON PNL PANEL RCPT RECEPTACLE UON UNLESS OTHERWISE NOTED V VOLT WP WEATHERPROOF XFMR TRANSFORMER FIRE ALARM AND SMOKE DETECTION SYSTEM NOTES: i. PROVIDE APPROVED EARTH GROUND AT THE FIRE ALARM CONTROL PANEL. CHASSIS OR CONDUIT GROUND IS NOT ACCEPTABLE. 2. ALL INSTALLATIONS MUST BE IN ACCORDANCE WITH ARTICLE 760 OF THE NATIONAL ELECTRICAL CODE. FIRE ALARM CABLE MUST BE MARKED TYPE FPL (NON -PLENUM) OR FPLP (PLENUM) AS DETERMINED BY TYPE(S) OF CEILING IN THE BUILDING. 3. AUXILIARY ALARM RELAY MUST BE WITHIN 3 FEET OF DEVICE IF IT IS TO CONTROL AS PER NFPA 72, CHAPTER 3.9.2.1 LATEST EDITION. 4. NO A.C. CARRYING CONDUCTORS ARE ALLOWED TO SHARE RACEWAYS WITH FIRE ALARM SYSTEM WIRING. S. ALL SMOKE DETECTORS SHALL BE LOCATED 3 OR MORE FEET FROM ANY SUPPLY OR RETURN AIR REGISTER. DETECTORS SHALL BE AT LEAST 12 INCHES FROM ANY PART OF ANY LIGHTING FIXTURE. 6. 110 VAC CIRCUIT FEEDING THE FIRE ALARM CONTROL PANEL(S) SHALL BE DEDICATED EQUIPPED WITH BREAKER LOCK IN ACCORDANCE WITH NFPA 72 LATEST EDITION. 7. THIS SYSTEM SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH NFPA 72. 8. MOUNTING HEIGHTS ARE AS FOLLOWS: - PULL STATION: 48" AFF TO HANDLE - HORN STROBE: 6'-8" AFF OR 6" BELOW CEILING WHICHEVER IS LOWER - STROBE: 6'-8" AFF OR 6' BELOW CEILING WHICHEVER IS LOWER 9. DUST COVERS FURNISHED WITH DETECTORS MUST BE INSTALLED WITH EVERY DETECTOR UNTIL FINAL CHECKOUT. 10. ANY CABLE OTHER THAN THAT SPECIFIED ABOVE SHALL BE SUBMITTED TO AND APPROVED IN WRITING PRIOR TO PURCHASE. II. SMOKE AND HEAT DETECTORS SHALL BE MOUNTED ON THE CEILING, UNLESS NOTED OTHERWISE. IT IS NOT PERMISSIBLE TO INSTALL DETECTORS ON THE BOTTOM OF OPEN WEB JOISTS, OR ANY BEAM EXCEEDING 12" IN DEPTH FROM CEILING. SMOKE/HEAT DETECTORS CAN BE MOUNTED ON THE BOTTOM OF A SOLID BEAM IF IT MEASURES 12" OR LESS IN DEPTH, PROVIDED THE CEILING IS LESS THAN 10 FEET AFF. 12. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR METERING ALL WIRES TO ENSURE THAT THEY ARE FREE AND CLEAR OF GROUNDS AND THE PROPER END -OF -LINE RESISTANCE IS READ. IF GROUNDS AND SHORTS ARE FOUND ON THE SYSTEM WIRING ALL WIRING SHALL BE CORRECTED. 13. PROVIDE FIRE STOPPING AT ALL FIRE WALL PENETRATIONS. SEE ARCHITECTURAL DRAWINGS FOR FIRE WALL LOCATIONS. 14. ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN. CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY FOR A COMPLETE OPERATING SYSTEM. CONTRACTOR TO CONTACT ARCHITECT/ENGINEER IN WRITING, PRIOR TO BIDDING, FOR CLARIFICATION OF DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS. ELECTRICAL SYMBOLS: 2'x4' FLUORESCENT FIXTURE t-� I' W FLUORESCENT FIXTURE 2'x2' FLUORESCENT FIXTURE }-� EXPOSED STRIP LIGHT ® EXIT LIGHT IEXIT LIGHT WITH DIRECTIONAL ARROW (1 SIDE) l� I EXIT LIGHT WITH DIRECTIONAL ARROW (2 SIDE) LANL LIGHTING FIXTURE ON EMERGENCY CIRCUIT EMERGENCY LIGHT/BATTERY FLUORESCENT WALL SLOT FIXTURE ORECESSED LIGHTING FIXTURE WALL -MOUNTED FIXTURE S SWITCH S3 SWITCH - 3 WAY S4 SWITCH - 4 WAY SO SWITCH - DIMMER SA SINGLE POLE SWI SO ST TCH CONTROLLING LIGHTING FIXTURE MANUAL MOTOR STARTER OCCUPANCY SENSOR - WALL MOUNTED MANUAL MOTOR STARTER SWITCH OCCUPANCY SENSOR - CEILING MOUNTED RECEPTACLE - DUPLEX ELECTRICAL DEVICE MOUNTING HEIGHTS: 9' BELOW CEILING- CLOCKS, PROGRAM LIGHTS, FIRE ALARM GONGS 10'- BATTERY LIGHT UNITS & REMOTE WALL MOUNTED LIGHT HEADS OR V-0' BELOW CEILING. 8'-6" - PENDANT HUNG INCANDESCENT & STRIP LIGHT FIXTURES, OR SEE ARCH DWGS. 6" BELOW CEILING- TOP OF BACK MOUNTED WALL EXIT FIXTURES (NOT ABOVE DOOR) IL ABOVE DOOR - WARNING & SIGNALING FIXTURES/SIGNS 6'-8" - ILLUMINATED FIRE SIGNALS 6'-6"- TOP OF FLUSH & SURFACE MOUNTED ELECTRICAL LIGHTING & POWER PANELBOARDS & TELEPHONE CABINETS 6'.0" - TOP OF HIGHEST ELECTRICAL SAFETY DISCONNECT SWITCH, MAGNETIC STARTERS, CONTACTORS - WALL MOUNTED ELECTRICAL DEVICE LIGHTING SWITCHES, MANUAL W-O" MOTOR STARTERS, THERMOSTATS & FIRE ALARM PULL STATIONS - WALL MOUNTED WIRE MOLD - ELECTRICAL RECEPTACLES WITHIN MECHANICAL SPACES, ELECTRICAL & ELEVATOR ROOMS 1'-6"- ELECTRICAL RECEPTACLES - TELEPHONE OUTLETS (NON-PUBLIC) - VOICE DATA OUTLETS NOTES: 1. MOUNTING HEIGHTS TO CENTER OF OUTLETS UNLESS NOTED OTHERWISE 2. + INDICATES SPECIAL MOUNTING HEIGHTS 3. AC INDICATES ABOVE COUNTER FI RECEPTACLE - DUPLEX - GROUND FAULT INTERRUPTER =QWP RECEPTACLE - DUPLEX - WEATHERPROOF RECEPTACLE - DUPLEX - SWITCHED ON ONE SIDE -© SPECIAL RECEPTACLE -RATING AS NOTED ® FLOOR MOUNTED DUPLEX RECEPTACLE �J JUNCTION BOX TELEPHONE OUTLET -WALL MOUNTED TELEPHONE/DATA TELEPHONE PANEL BOARD aMOTOR UNFUSED SAFETY SWITCH F FIRE ALARM PULL STATION l < FIRE ALARM AUDIOVISUAL ALARM -6- CIRCUIT BREAKER TR TRANSFORMER GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER NL NIGHT LIGHT WP WEATHER PROOF 2-L 26 HOME RUN TO PANEL & CIRCUIT NOTED PWM- CABLE TELEVISION OUTLET ® CARD READER WIRE SIZE CHART (FOR 3% VOLTAGE DROP) BREAKER SIZE 0'-59 51'-100, 101'-150, 151'-200' 201'-250' 120V 20A 12 10 8 6 4 30A 10 8 1 6 1 4 1 3 40A 8 6 4 3 2 50A 6 4 3 2 1 NOTE: WIRE SIZES FOR CIRCUITS SHALL BE #12 UNLESS CIRCUIT WIRE LENGTH EXCEEDS 50' (FOR 20A). OTHER SIZES SHALL BE AS SHOWN BY THE CHART ABOVE. APPROVED by Fire Marshal of 7,ephyrhills wWcontsded ith plan(s) Building shall cow ply with the applicable codes of Flori da Fire Pre..ention' Handbook FP/-% & f (°i�' �f ph hills LIGHTING FIXTURE SCHEDULE FIXTURE DESCRIPTION MANUFACTURER CATALOG # LAMP QTY. LAMP TYPE WATTS VOLTS MNTG REMARKS LOCATION TYPE VARIOUS LOCATIONS 2150-PL-XX-S992- A COMMON CEILING SCOTT LAMP FA-3x26-EL 3 (3) PLC-26/835 3 @ 78 120 SURF COMMON AREA FH-HL8226HE/FT- B RECESSED GENERAL LIGHTING LUM TECH L84MA-WH 2 (2) PLC-26/835 2 @ 52 120 REC AS NOTED MULTI -PURPOSE ROOM 2137-PL-XX-2373- MULTI -PURPOSE C CEILING MOUNT SCOTT LAMP 3x13-EL 2 (2) PLC-13/835 2 @ 39 120 CEIL'G - ROOM 3423-PL-2373- MULTI -PURPOSE D WALL SCONCE SCOTT LAMP 2x13-EL 2 (2) PLC.13/835 2 @ 26 120 WALL ROOM E INDIRECT TROFFER SIMKAR or = T-DP-W-242 2 ITS 2 @ 17 120 AS NOTED F INDIRECT TROFFER SIMKAR or = T.DP-W-244 2 ITS 2 @ 32 120 AS NOTED CONTRAST NW3000CM/T3000 (1) EXN/FG/ G RECESSED LOW VOLTAGE ADJ. LIGHTING XXBR 1 ULTRA 1 @ 50 120 REC WHITE AS NOTED CONTRAST NW3000CM/T3250- (1) EXN/FG/ H RECESSED LOW VOLTAGE ADJ. LIGHTING XXBR 1 ULTRA 1 @ 50 120 REC WHITE AS NOTED P-2-G-X.2-U15-W- ' TROFFER METALUX or = 3312OV-EB8 BALLAST 2 T8 2 @ 31 120 DIMMING AS NOTED 3720-PLC26-XX- J CEILING MOUNT ARCH DETAILS XX-19'OH 1 (1) PLC-26/835 1 @ 25 120 CEIL'G DIMMING AS NOTED K CHANDELIER THOMAS M3136-63 5 (5) 75A130V 5 @ 75 120 SUSP WHITE PRIVATE DINING K1 WALL SCONCE THOMAS M4231.63 1 (1) 75A130V 1 @ 75 120 WALL PRIVATE DINING GRIP-MOD-FA-INC- PENDANT ILEX XX-18'OH 6 (6) 75A130V 6 @ 75 120 DIMMING PRIVATE DINING M WALL SCONCE ILEX BRIS-MOD-FA-INC.XX 1 (1) 75A130V 1 @ 75 120 WALL DIMMING PRIVATE DINING RWW-Ti-32-MI- N LINEAR TROFFER METALUX or = 120V-EB8 1 T8 1 @ 32 120 DIMMING AS NOTED BALLAST 8FTRW/4FTR/ (1) EXN/FG/ Q TRACK LIGHTING LUM TECH LUM109W 1 ULTRA 35 120 TRACK 20'-O' WHITE TRACK WITH (8) FIXTURES GIFT SHOP PUBLIC R WALL SCONCE THOMAS 1829-16 2 (2) 75A130W 2 @ 7S 120 WALL RESTROOMS 2206-2C26E-ANTB- S CLOSE TO CEILING SCOTT LAMP 2-XX 2 (2) PLC-26/835 2 @ 26 120 CEIL'G - CORRIDOR 3806.2Ci 3E-ANTB- T ADA WALL SCONCE SCOTT LAMP 2-XX 2 (2) PLC-13/835 2 @ 13 120 WALL AS NOTED 3710-MOD-12"EXT-F- U WALL SCONCE ARCH DETAILS 1x26-XX-XX 1 (1) PLC-26/385 1 @ 26 120 WALL ATRIUM CFDXF-332A-120- V 2' x 4' TROFFER METALUX or = E081 3 T8 3 @ 32 120 AS NOTED W 4'.0" WRAP AROUND LIGHT NULITE or = 2 T8 2 @ 32 120 AS NOTED X EXIT LIGHTS 120 UNIV. WHITE AS NOTED M2625-45 with Y POOL TABLE LIGHT THOMAS M2414.45 3 (3) 75A/130V 3 @ 75 120 CEIL'G WHITE GAME ROOM Y1 WALL SCONCE THOMAS M1921-45 1 (1) 75A/130V 1 @ 75 120 WALL GAME ROOM CU-PL-B-TS-3-W-0.4- Z SUSPENDED FLUORESCENT AXIS LIGHTING XX-1-EL-CA24 6 (6) F32T8/835 6 @ 32 120 DIMMING GYM 2.TG8.4-32-RA-01- AA 2' x 2' TROFFER FIXTURE DAY-BRITE or = 120 2 T8 2 @ 32 120 DIMMING AS NOTED 2408 T442-RA-01- BB 2' x 4' TROFFER FIXTURE DAY-BRITE or = 120 4 T8 4 @ 32 120 AS NOTED USL2.4"-S-S-XX-R- CC ADA PICTURE LIGHT TRANSLITE P-XX 1 F14T5/835 1 @ 14 120 WALL 24" OAL, VERIFY FIXTURE CODS AS NOTED DD WALL BRACKETED LINEAR FIXTURES DAY-BRITE or = SWB-2.32-A-120 2 T8 2 @ 32 120 WALL VERIFY FIXTURE CODE AS NOTED MH-VF9170M/UV- 1 @ E E CEILING FLUORESCENT LUMTECH -MT-V94C 1 (1) 175PAR/MH 175 120 WALL KITCHEN LIVING UNIT R-A CEILING FLUORESCENT THOMAS FD-232.8-KC-EB 2 (2) F32T8/835 2 @ 32 120 CEIL'G WHITE KITCHEN LIVING UNIT R-B CLOSE TO CEILING THOMAS SL-8692-16 2 (2) 75A130V 2 @ 75 120 CEIL'G WHITE ENTRY/HALL LIVING UNIT R-C CLOSE TO CEILING THOMAS SL-8691.16 1 (1) 75A130V i @ 75 120 CEIUG WHITE HALLS LIVING R-D WALL MOUNT FIXTURE THOMAS SL-1829.16 2 (2) 75A/130V 2 @ 75 120 WALL WHITE, LOCATE OVER VANITY BATHROOM AS LIVING UNIT R-E UNDERCOUNTER FLUORESCENT THOMAS FLA 13.8-EB 1 (1) F13T5 1 @ 13 120 NOTED WHITE, LOCATE UNDER COUNTER KITCHEN LIVING UNIT R-F BALCONY WALL MOUNT FIXTURE THOMAS SL-9149.40 1 (1) 40ACL/130V 1 @ 40 120 WALL WHITE, APPROVAL BY ARCHITECT BALCONY 'VfP,W DATA AE 'sil-01I GOFI"ICIAL BJILDINC SxLA LL CO y'IPt,`I WITH ALL A=s�i..1 A°ELF,C- OF FINISH FLOOR ELEVATION SHALL COMPLY WIT)` ENGINEERED DESIGN AND/OR CITY OF ZEPHYRHILLS ORDINANCE. BITMOI rNIG SMALL COMPLY Wfr.-a ALLAD�,I- E ELECTIMCAL PLU11ABINGAND MI C H-ACNICAL CODE& PLOT DATE 06-05-07 0 Copyright 2007 a r c n i t e c t u r e, e n g I R toeer„ p fi 0 e s i g n+ I a n d p 1 9525 WkaRg gd., P.O. box 667 Holicong, PA 18928-0667 215 7941925 p 215 794 1926 f k w w w 55 W5W r>� w w w U U U v 0 0 0 0 0 � zzzz� W U W U Ow W a O0 w C7 w C7 w C7 w U H O A r w a w w A A A a w a A A �D �D �D �D `O o o 0 0 0 0 0 0 ROBERT MUNROE PE #33868 I project no. drum by: 0722 R. LAWS deft June 5, 2007 -300 hr. TJC / ABJ / DCJ soda AS NOTED Opp TJC[ Om hr. Im El A mO 7p L Ui C m� L 'a N m N C a _Or C 0 N C � 3 0 0 +� C N0 Us 0 N � L C 0 U C .'a �c _ CU L c 30_ L m 0 C t N 0..E 'L N Oz .0 Et- N 0 �4- C 0 0 m Q. �L ro > O � C 0 O 4- c 0 N .N E -a 0 c C N N JU) J 3 In E W N Q4-- U 0 0 Or U� QC C W @ 2.6 � ,O Qt 2 *, J C W O N 0 Q *' -0 CO C ,_0 0 U � C N c0 O. m O C O a� .CIm, N N N � N N O L 40- 0 C 0 C 30 a 0 N N C N �.0 C� U C N ro� t0 > E- o 4-1 O L .0 O t6 U 2N 0 0 �U N N O .N rn� c E m -0 -0 Q)Q) C U O W 0 N U c N N N a U (D N � a N N0 .0 N f0 O N L O m Q� N r 0) 0 N 4 C 0) .N L� N N E N � E N c C j O L J .a CO Uj c 0) 3 00 Q m 0-0 rn0) U Wa 2 fy O UQ� J 2 N �� o a ��a aa� L 0, U)o U)O U CO Q 0 0 O U)Y o .N E L 0 T C N J N VZ LL L �33 QOCn In Q � N U O (DE O � N N 'Cc 00(D eta 0 a� N U aQ 4�1', 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 FRONT VIEW SECTION A -A 1. WOOD FLOOR/CEILING ASSEMBLY (U.L. CLASSIFIED L500 SERIES) (1-HR. OR 2-HR. FIRE RATING). (2-HR. SHOWN). 2. LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OR LUMBER, PLYWOOD, OR FLOOR TOPPING MIXTURE. 3. TOP PLATE. 4. GYPSUM WALL ASSEMBLY (1-HR. OR 2-HR. FIRE RATING)(2-HR. SHOWN). 5. MAXIMUM 2" DIAMETER CABLE BUNDLE MAY CONSIST OF ANY OF THE FOLLOWING: A. RG 59 COAXIAL CABLE. B. MAXIMUM 8/C No. 22 AWG TELEPHONE CABLE. C. MAXIMUM 2/C No. 12 AWG CABLE. D. MAXIMUM 3/C (+GRND) 2/0 AWG SER CABLE (ALUMINUM OR COPPER). E. MAXIMUM 3/C No. 10 AWG CABLE (ROMEX). F. MAXIMUM 3/C No. 12 METAL CLAD CABLE (FOR USE IN 1-HR. RATED ASSEMBLIES ONLY). 6. MINIMUM 3/4" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. 7. PROVIDE A GENEROUS BEAD OF HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT FLUSH WITH THE BOTTOM OF THE TOP PLATE. NOTES: 1. MAXIMUM DIAMETER OF OPENING FOR i-HR. OR 2-HR. RATED ASSEMBLY IS 2 1/2" OR 2" RESPECTIVELY. 2. ANNULAR SPACE BETWEEN CABLE BUNDLE AND OPENING = MINIMUM 0', MAXIMUM 1/2". 3. CABLES TO FILL A MAXIMUM 45% OF CROSS -SECTIONAL AREA OF OPENING. CABLE/CABLE BUNDLE THROUGH 1 HR. OR 2 HR. WOOD FLOOR ASSEMBLY F RATING = 1 HR. OR 2 HR. UL SYSTEM No. FC3012 T RATING = 0, 1, OR 2 HR. (SEE U.L. FIRE RESISTANCE DIRECTORY VOL. 2) MATE WITH NG ABOVE DOR CLG. DA 6 DATA/TELEPHONE CONDUIT DETAIL E1.2.0 \ SCALE: NONE SEPARATION WALL FRONT VIEW SECTION A -A 3 i 1. CONCRETE FLOOR OR WALL ASSEMBLY (3-HR. FIRE -RATING): A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN. 2-1/2- THICK). B. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE WALL (MIN. 3" THICK). C. ANY U.L. CLASSIFIED CONCRETE BLOCK WALL. 2. OPTIONAL: MAXIMUM 6' NOMINAL DIAMETER STEEL PIPE SLEEVE (SCHEDULE 10 OR HEAVIER). 3. MAXIMUM 4" DIAMETER CABLE BUNDLE TO BE A COMBINATION OF ANY OF THE FOLLOWING: A. MAXIMUM 300 PAIR No. 24 AWG TELEPHONE CABLE WITH PVC JACKET. B. MAXIMUM 500KCMIL POWER CABLE WITH PVC JACKET. C. MAXIMUM 7/C No. 12 AWG POWER CABLE WITH PVC JACKET. D. MAXIMUM (24 FIBER) 1/2- DIAMETER FIBER OPTIC CABLE. E. 3/C No. 14 AWG METAL -CLAD CABLE. 4. MINIMUM 2" THICKNESS MINERAL WOOL (MIN. 4 PCF DENSITY) TIGHTLY PACKED. S. MINIMUM 1/2" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. NOTES: 1. MAXIMUM DIAMETER OF OPENING = 6'. 2. CABLES TO FILL MINIMUM 25%, TO MAXIMUM 45% OF CROSS -SECTIONAL AREA OF OPENING. 3. MINIMUM 1/2" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT IS REQUIRED ON BOTH SIDES. FRONT VIEW SECTION A -A VA 1 3 2 4 MAX. 1. GYPSUM WALL ASSEMBLY (U.L. CLASSIFIED U300 OR U400 SERIES) (1-HR. OR 2-HR. FIRE RATING)(2-HR. SHOWN). 2. OPTIONAL: MAXIMUM 4" NOMINAL DIAMETER STEEL PIPE SLEEVE (SCHEDULE 5 OR THINNER) (SEE NOTE No. 4 BELOW). 3. CABLE BUNDLE TO CONSIST OF ANY OF THE FOLLOWING: A. MAXIMUM 7/C No. 12 AWG CABLE. B. MAXIMUM 25 PAIR No. 24 TELEPHONE CABLE. C. RG 59 COAXIAL CABLE. D. 3/C No. 14 AWG METAL -CLAD CABLE. E. 2/C No. 8 AWG METAL -CLAD CABLE. F. MAXIMUM 5/8' DIAMETER FIBER-OPTIC CABLE. 4. HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT - A. MINIMUM 5/8" DEPTH, FOR A 1-HR. FIRE -RATING. B. MINIMUM 1 1/4" DEPTH, FOR A 2-HR. FIRE -RATING. 5. SEE NOTE No. 4 BELOW. NOTES: 1. MAXIMUM DIAMETER OF OPENING = 4". 2. CABLES TO FILL MAXIMUM 33% OF CROSS -SECTIONAL AREA OF OPENING. 3. ANNULAR SPACE = MINIMUM 1/4", MAXIMUM 3/4". 4. STEEL SLEEVE MAY BE FLUSH WITH THE WALL SURFACE OR EXTEND UP TO IW BEYOND WALL SURFACE. WHEN SLEEVE IS FLUSH WITH WALL, APPLY HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT ONTO WALL SURFACE, WHEN SLEEVE IS EXTENDED BEYOND ONE OR BOTH SIDES OF WALL, APPLY 1/2- CROWN HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT TO WALL/SLEEVE INTERFACE. SINGLE OR MULTIPLE CABLES THROUGH CABLE BUNDLE THROUGH 1 HRE CONCRETE FLOOR/WALL OR BLOCK WALL r3 OR 2 HR. GYPSUM WALL ASSEMBLY F RATING = 3 HR. UL SYSTEM No. CAJ3095 E1.2.0 F RATING = 1 HR. OR 2 HR. L RATING AT AMBIENT = 5 CFM/SQ.FT. UL SYSTEM No. WL3065 T RATING = 0 HR., 1/2 HR., & 3/4 HR. T RATING = O HR. L RATING AT 400*F = 2 CFM/SQ.FT. (SEE U.L. FIRE RESISTANCE DIRECTORY VOL. 2) SIMPLEX TYPE 2001-3007 4PDT RELAY. PROVIDE 12"X12'X6" HINGED NEMA ENCLOSURE A NAMEPLATE 'ELEVATOR SHUNT TRIP RELAY' PROVIDE TERMINAL STRIP FUSEHOLDER & 2A FUSE HEAT DETECTORS 135° FIXED TEMP. (TYP) TO FIRE ALARM ZONE TOP OF HOISTWAY TO FIRE ALARM ZONE BOTTOM OF HOISTWAY 120 VAC TO STO ELEV. CIRCUIT BREAKER IN SWITCHBOARD 120 VAC FROM ELEVATOR H-J CTRLR. (BY ELEV. CONTR.) ENABLE (PRI.FLOOR) ELEV. DOOR END RECALL OPEN SWIT0 TO FIRE ALARM CONTROL 11�� PANEL FOR INDICATION O ~ E D AND ANNUNCIATION. OPEN SWIrcH BY ELEVATOR (ALT. FLOOR) CONTRACTOR RESETTABLE 24VDC -24 FROM FIRE ALARM +24 CAN BE ACCOMPLISHED VIA CONTROL PANEL. ELEVATOR CONTROLLER SOFTWARE PROGRAMMING (NO TIMING RELAYS ALLOWED) SHUNT TRIP OPERATOR DETAIL SCALE: NONE NOTE: INTERCEPT/EXTEND EXISTING ZONE CIRCUIT WIRING AND PROVIDE EOL RESISTORS AS REQUIRED. 4"xW-6/6 TW WAY REINFORCING 1/2" THREADED DOWEL i'-0" O.C. ALL AROUND MINIMUM 4" 1" CHAMFER ALL EDGES CONCRETE FLOOR f/2"0 PHILIPS RED HEAD ANCHORS 8 FOUNDATION PAD E1.2.0 SCALE: NONE VIDE FIRE BLANKET 1 ALL WALL/CEILING PENETRATIONS) ELECTRICAL OUTLET FINISH LAYER BOX BITUMINOUS PAVING 12' BASE LAYER BITUMINOUS PAVING DIMENSION POINT ON PLANS TO LIE BETWEEN G THESE TWO STUDS d a CRUSHER RUN STONE ADDITIONAL STUDS d AS REQUIRED FOR ELECTRICAL OUTLETS _ BOX LOCATIONS I I=III = YELLOW CAUTION it II I I I I I -I I I I -I TAPE NOTE: IN BACK TO BACK LIVING UNITS & RATED WALLS DETAIL AT J-BOX OUTLETS SCALE: NONE OPEN AIR APPROVED FIRE RATED DRYWALL TENT IC RATED LIGHT FIRE RATED CEILING CEILING LIGHT - FIRE RATED E1.2.0 \ SCALE: NONE III -III T III- COMPACTED M CLEAN FILL I_I � m COMPACTED SAND m 12 CONDUIT THRU ROAD CROSSING E1.2.0 SCALE: NONE ROUGHEN EXISTING SLAB SURFACE AND APPLY EPDXY BINDER BEFORE POURING PAD WHERE APPLICABLE THREADED BOLT & WASHER THRU PIPE SLEEVE 4" DEEP. BOLT LENGTH AS REQUIRED. SLEEVE FILL ANNULAR SPACE WITH GROUT 1. 2' fTYP.) 4' I WIRE CHAIN HANGERS AT ALL (4) CORNERS TO STRUCTURE ABOVE FOR ADDITIONAL SUPPORT. (TYPICAL ALL FIXTURES) 13 TYPICAL RECESS E1.2.0 \ SCALE: NONE 1 I I f 1 I I it SURFACE WALL MOUNTED PANELBOARD II II I 1 I 1 1 SCALE: NONE PANELBOARD EQUIPMENT MOUNTING FRAME METER BASE BOLTED TO BRACING, NOTE BASE MUST BE MOUNTED LEVEL. COORDINATE ALL DIMENSIONS & MOUNTING ARRANGEMENTS WITH POWER Co. PRIOR TO INSTALLATION UNISTRUT P1000 FRAME AND CROSS BRACING AS SHOWN. PAINT TO MATCH TRANSFORMER ENCLOSURE. SECONDARY COMPARTMENT POWER COMPANY TRANSFORMER I" IMC TO NSFORMER COMPARTMENT II I I I I� FARY OR CT METER GRADE LL _ _ _ _ _ °•I �I :,1��-'i- -III-I III-1 12" 24" 1 I I I I I I I 11 RECESSED PANELBOARD II II 1 I I I I 1 • AwAl I? MIT • PRIMARY & \ / SECONDARY CONDUITS FRONT VIEW SIDE VIEW 9 TRANSFORMER/METER DETAIL 1.2.0 SCALE: NONE CEILING ED TROFFER DETAIL 2' (MAX.) FROM END OF RIGID CONDUIT GROUND WIRE SHALL BE RUN FROM RIGID CONDUIT TO THE MOTOR THROUGH SEAL-TITE. GROUND WIRE SHALL BE BONDED TO RIGID CONDUIT BY USE OF AN APPROVED FITTING 14 MOTOR E1.2.0 \ SCALE: NONE RIGID STEEL CONDUIT SEAL-TITE, NOT TO EXCEED 24' IN LENGTH MOTOR MOTOR TERMINAL BOX PLC)T DATE 06-05-07 0 Copyright 2007 L F co 4r 0) > C �3 0 L a) N C a) 0 O c m G _c C 0 ::: E..................... :r :.: .:............::.: �:::.::::::..............:.::::.::.::::- :.:: ::::::.. L C 0 U arch itecture,eng ca j inteeer0 0.py to s i g n+ I a n �c d p 195Z RdlUft 9d., P.O. box 667 0 m Holicong, PA 18928-0667 C 215 794 1925 p 215 794 1826 f 3 0 W W W a W W W U U U o�o00 > W U > L) w Wcn w c7 A w c7 A w C7 A O O O q rA �' w a A A A w a+ °- A A � q � q �D V cn 0 (f) cn cln U0 . . OM O N �c O Cl 'IT h � v ROBERT MUNROE PE #33868 N t0 (0 L U O c C ® 0 0 %.0000 a)N c C a) C ) 0 c U _ (0 •L tF (0 N > E- Lro a� c c N O L � U 0 @ rn 0 0 c� y A '_o_ U) co c O _E a C U 0 N r^ O O .U xL (D !� a) W> N to N • N N � a) A +_j c 0 21 L - .0 © Q a, U � C A ZIn a 0)C B!• r 'U) �0 a) N ] 0_ 0 C T C J '� C o T c I a _c J W Q_j ch Nwr J �0) 00 Q � V O/ (L o 0 W O. 2� o W d Ua� J A J=ca W �LLo Q Q c°n oL no U) 0 U Q O 0 U)Y•N projet m drown by: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ soda AS NOTED Opp Dm TJCI • n0. E1.2.0 Q Qo Icaa)i J a) +_ LL^ V LL L � 3 � QNIn x co Q � � N 7 O 4 U)N E O @0 c t, ��a .r 0 ar U aQ co PANELBOARD SCHEDULE PANELBOARD SCHEDULE PANELBOARD SCHEDULE PANELBOARD SCHEDULE PANELBOARD SCHEDULE PANELBOARD SCHEDULE -::.� L + - >+,C .HP1A 1 t . HP1 B .1 . HP1 .1 D .1 • HP1 E .1 - HP2A - - -= - ro s st t . HP1 t t 2n PANEL N .. LOCATION: BLD FLR. L: C s s s d - - -- - - - - O LOC O G co PANEL NO.. LOCATION: BLDG: FLR. COL: PANEL NO.. LOCATION: BLDG: FLR. coL: PANEL NO.. LOCATION: BLDG: FLR. COL: PANEL NO.. LOCATION: BLDG: FLR coL: PANEL NO.. LOCATION: BL FLR.2nd •12 2 1 O/ 08 3 4 00 •120/208 4 i CHARACTERISTICS. V W A BUS •120/208 3 4 1 •120/208 3 4 1 •120/208 3 4 i •12 2 - A M.C.B. CHARA RI S. V 0/ 08 4 1 0 CTE STIC W A BUS - A M.C.B. C RACT IS S 1 �"tti B -� HA ER TICS. V W �QA BU - A M.C.B. CHARACTERISTICS. V W �A BUS • A M.C.B. CHARACTERIST CS. V W A BUS - A M.C.B. CHARACTERISTICS. V BU - A M.C.B. 1 1 , 0 Qi 0 -� �0 W �A S - PANEL TYPE. M.L.O. PANEL TYPE: M.L.O. PANEL TYPE: M.L.O. PANEL TYPE: M.L.O. PANEL TYPE: M.L.O. PANEL TYPE: M.L.O. C a) 0).0 ALL CIRCUIT BREAKERS ARE A, _ P EXCEPT WHERE NOTED ALL CIRCUITOIEAIEAS ARE A. _P EXCEPT WHERE NOTED ALL CIRCUIT BREAKERS ARE A, _ P EXCEPT INHERE NOTED ALL CIRCUIT BREAKERS ARE A. -P EXCEPT WHERE NOTED ALL CIRCUIT BREAKERS ARE A. -P EXCEPT INHERE NOTED ALL CIRCUIT BREAKERS ARE A. -P EXCEPT WHERE NOTED © /-,� �,•[t - -�--- I 1PPN X.C.B.yyy .0. - - - - _ O C CI CIR C APPROX. .L R 10. A. X. 1PPROL C C CIR 0.8. APPROX. APPROX. C.B. CR CIR CA APPROX. APPROX. C.B. CR CR CA. APPROX. AP X. CA. CI0. C C APPRO APPROX. C.B. COL R A. APPR Pn PRO C C OIL ....................... ........ DESCRIPTION -- . - - - D DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION - - - ESCIR ON O6CIR ON PSC ON GPSCR Ox DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION PilO sCR ox Rscm ox DESCR Dx DESCRPT C oN DESCR IPTION ox - - N WATTS SIZE M0. /\ �\ M0. SIZE WATTS WATTS SIZE NO.y y NO. SIZE WATTS WATTS SIZE NO. NO. SIZE WATTS WATTS SIZE NO. N0. SIZE WATTS WATTS SI1E NO. /\yyy /� NO. SIZE WATTS WATTS SIZE M0. �\ ^ NQ SIZE WATTS - -�--: / \ / / \ / \ / \ / 1 \ / \ / \ y y y SPARE - 20 t 2 20 - SPARE SPARE 20 1 2 20 SPARE WASHER 20 1 2 20 WASHER WASHER 20 1 2 20 WASHER RCPT•C113 20 1 2 20 RCPT•C113 SPARE - 20 1 2 20 SPARE 0 0 yy T� %1 �1 LTS Q +L LTS 20 3 4 20 LTS-C112,C113 LTS 20 3 4 20 LTSCl03,ClO5 DRYER 30 3 4 DRYER DRYER - 30 3 4 30 DRYER RCPT-Cl 13 20 3 4 20 - RCPT•C113 - 20 3 4 20 - RCPT•CORRIDOR U) SUPPORT AREA a) U) �1 LTS•Ci11 20 5 6 20 FANS -PORCH C115thruCii9 - 5 6 20 FANS•PORCH 5 6 5 6 RCPT-Cti3 - 20 5 6 20 - RCPT•C713 RCPT-CORRIDOR - 20 5 6 20 - RCPT•CORRIDOR _..:...::.............:.:.......:... + 0 SPARE - 20 7 8 20 - LTS•C104 FXF•CORRIDOR HACR 20 7 e 20 SPARE WASHER 20 7 e 20 DRYER FAN - 20 7 8 20 SPARE RCPT-Cl 13 - 20 7 e ZO - RCPT•C113 DRYER - 30 7 8 30 - DRYER SPARE - 20 9 10 20 RCPT•EXTEMOR 9 10 20 SPARE 9 10 RCPT•ELEV. 20 9 10 20 RCPT-C136 RCPT-Cl 13 20 9 10 20 RCPT•C113 9 10 ;:.: ...._ ...... `0 0 n n n n n n n n n n n n arch itecture,eng FXF•CORRIDOR HACR �20 11 12 20 SPARE SPARE - 20 t t 12 20 - SPARE 1 t 12 ELEC. HEATER 20 t t 12 20 - ELEC. HEATER EUH-1 30 11 12 30 - EUH-2 WAHSER 20 t 1 12 20 WASHER D n n n n n n n n n 1 teeerri 1) in te s i g n + I a n �(aa 13 14 20 SPARE RCPT.CORRIDOR - 20 13 14 20 - RCPT-CORRIDOR FAN - 20 13 14 20 - WATER HEATER 13 14 t3 14 RECIRC PUMP - 20 13 14 20 - WATER HEATER d p i B325 RaiibaRg Od., P.O. box 667 p Hoiicong. PA 18928-0667 . U) RCPT-CORRIDOR 20 i5 t6 20 RCPT-CORRIDOR RCPT-CORRIDOR - 20 15 16 20 RCPT•C135 FAN - 20 1s 16 ZO - ELEV. RCPT RCPT-C136 - 20 is 16 20 - WATER HEATER 15 16 FXF-CORRIDOR HACR20 15 1s 20 HACR FXF•C200,C201 215 794 1925 p 215 794 1926 f 3 0 RCPT.CORRIDOR 20 17 18 20 RCPT-C712 REFRIGERATOR 20 17 18 20 RCPT-C705 SPARE - 20 17 t8 20 ELEV. CONTROL RCPT-Ci36 - 20 17 t8 20 RECIRC PUMP SPARE 20 17 �1 18 20 SPARE 17 18 0 C RCPT-C713 20 19 20 20 RCPT-CI12 RCPT-PORCH - 20 19 20 20 RCPT•C106,C107 RCPT-C120 - 20 19 20 20 GENERATOR SPARE - 20 19 �1 �1 20 20 - SPARE SPARE - 20 19 20 20 - SPARE RCPT-C200 20 19 �1 20 20 - RCPT•C200 At ro C RCPT•C112 - 20 21 22 20 - RCPT•Ci12 RCPT•C104 - 20 21 � 20 - RCPT•C108 GENERATOR - 20 21 � 20 - LTS-C108 SPARE - ZO 21 � 20 - RCPT-C703 SPARE 20 21 � 20 SPARE RCPT•C200 - 20 21 � 20 RCPT.C201 RCPT-C111 - 20 24 20 - RCPT-PORCH RCPT•Ci08 - 20 23 2a 20 - RCPT-C108 LTS-C114 - 20 23 %1 24 20 - LTS-C109 LTS - 20 23 20 - SPARE SPACE - 23 �1 2a SPACE RCPT-C215 20 23 �1 24 20 - RCPT•C215 a) 4- RCPT•EXTERIOR - 20 25 26 20 RCPT•CiiO RCPT•CIO8 20 25 26 20 - RCPT.C708 LTS•CiO9 - 20 25 26 20 - LTS.CIO9 SPARE - 20 25 �1 %1 26 20 SPARE SPACE - 25 %1 26 SPACE RCPT•C215 20 25 �1 %1 26 20 - LTS-ATRIUM E RCPT•C101 - 20 27 28 20 RCPT•C114 RCPT•C108 - 20 27 28 20 RCPT•C109 LTS•Ci09 - 20 27 �1 28 20 - LTS-C109 SPARE 20 27 �1 28 20 - SPARE SPACE 27 �1 28 SPACE SPARE 20 27 �1 28 20 SPARE 0 O RCPT•CI 15 20 29 30 20 - RCPT•Ci 16 RCPT•CIOI - 20 29 %1 %1 30 20 - RCPT•Ci 17 LTS•C709 20 28 �1 38 20 - LTS•CI 10 SPARE 20 30 20 - SPARE SPACE 29 30 SPACE SPARE - 20 %1 �1 30 20 SPARE p 70 RCPT•EXTERIOR 20 31 32 20 ELEC. NEATER RCPT-C103 20 31 �\ �1 32 20 WASHER DRYER DAMPER 20 3, 32 20 - LTS-ATRIUM SPACE - 31 �1 �� 32 SPACE N SPACE - - 37 32 - SPACE 00 ELEC. HEATER 20 33 34 WASHER - 20 33 34 30 - DRYER FXF-C103,C705, HACR 20 33 �1 34 20 HACR FXF•C112,C113 SPACE 33 n 34 - SPACE GND SPACE - 39 34 - SPACE a) ro C115 C116 C117 L 35 36 20 ELEC. HEATER DRYER - 30 35 36 35 36 SPACE - 35 36 SPACE SPACE - - 35 �1 36 - SPACE N 0 ro SPARE - 20 37 38 37 38 20 FAN LTS-Cl 11 20 37 �1 38 20 - SPARE SPACE 37 38 - - SPACE SPACE - - 37 SPACE 0 O C SPARE 20 39 20 SPARE RPCT-ELEV. - 20 39 %1 40 20 - LTS/RCPT-ELEV. SPARE 20 39 %1 %1 40 20 - SPARE SPACE - 38 � - - SPACE SPACE - 39 � - SPACE �, 0 ro� SPARE 20 4t �� �� 42 20 - SPARE SPARE - 20 41 �� �\ 20 SPARE SPARE 20 41 �� %1 ZO SPARE SPACE - 41 r� 42 - SPACE SPACE - - 41 �� �� 42 - SPACE E •+`LLILT C B GND GND GND GND GND U41 cn W W W J 7 5 5 5 �E x �2 PANELBOARD SCHEDULE PANELBOARD SCHEDULE PANELBOARD SCHEDULE PANELBOARD SCHEDULE PANELBOARD SCHEDULE PANELBOARD SCHEDULE w w w Q o Ory P �„ PANEL NO.: HP2B LOCATION: BLDG: FLR: 2nd COL: PANEL NO.: HP3A LOCATION: BLDG: FLR: 3rd COL: PANEL NO.: HP3B LOCATION: BLDG: FLR: 3rd COL: PANEL NO.: HPR LOCATION: BLDG: FLR: COL: PANEL NO.: HPR2 LOCATION: BLDG: FLR: 3rd COL: PANEL NO.: HPR3 LOCATION: BLDG: FLR: 3rd COL: O O O O O CHARACTERISTICS:120/208 V, 30, 4 W, 100 A BUS - A M.C.B. CHARACTERISTICS,120/208 V, 30, 4 W, 100 A BUS - A M.C.B. CHARACTERISTICS:120/208 V, 30, 4 W, 100 A BUS - A M.C.B. CHARACTERISTICS.120/208 V, 30, 4 W, 400 A BUS • A M.C.B. CHARACTERISTICS:120/208 V, 30, 4 W, 600 A BUS -91 M.C.B. CHARACTERISTICS:120/208 V, 30, 4 W, 600 A BUS - A M.C.B. 3 O W ro PANEL TYPE: M.L.O. PANEL TYPE: M.L.O. PANEL TYPE- M.L.O. PANEL TYPE: M.L.O. PANEL TYPE: M.L.O. PANEL TYPE: M.L.O. ? ; W 0 , ALL CIRCUITBIEAIEAS ARE 4 _P EXCEPT WHERE NOTED ALL CIRCUIT BIEaIOiRS ARE ti _ P EXCEPT INHERE NOTED ALLCIRCUITBREAKERS A!E A. _P EXCEPT WHERE NOTED ALL CIRCUIT BREAIffA6 ARE ti. _ P EXCEPT INHERE NOTED ALL CIRCUIT BREAKERS ARE H _P EXCEPT WHERE NOTED ALL CIRCUIT BREAKERS ARE II, _ P EXCEPT WHERE NOTED � � L APPROX. C.B. COL CIR CAL APPROX, APPROX. CA. CR Col. C.B. APPROX. APPROX. C.B. CI0. CR C.B. APPROX. APPROX. C.L CR CR CA. APPROX. APPROX. CA. CRT. CIR C.L APPROX. APPROX. C.D. CR CIR C.B. APPROX. A A A !I ~ C DESCRIPnOM WATTS SIZE N0. N0. SIZE WATTS DESCRIPTION DESCRIPTION WATTS SIZE N0.yyy NO. SIZE WATTS DESCRIPTION OA�OM43N WATTS SIZE N0. NO, SIZE WATTS DESCRIPTION DESCRIPTION WAT3 SIZE N0. N0. SIZE WATTS DESCRIPTION DESCRIPT1011 WATTS SIZE NO. NO. SIZE WATTS DESCRIPTION WITCH WATTS SIZE NO. NO. SIZE WATTS DESCRIPTION W W W U] Gn FFt lrI J SPARE 20 1 2 20 - SPARE SPARE 20 t 2 20 SPARE SPARE 20 1 2 20 SPARE RTU-1 HACR 50 t 2 50 HACR RTU•2 CU•i HACR 60 1 2 60 HACR CU•1 CU-5 HACR 60 1 2 60 HACR CU•5 U CJ A PW a LTS �1 �� LTS %1 %1 LTS %� �1 �1 �1 �� %� %1 �1 P" tx C7 C7 C7 A �' 0 20 3 4 20 - LTS-ATRIUM 20 3 4 20 - RCPT•CORRIDOR . 20 3 4 20 LTS-ATRIUM 3 4 3 4 3 4 O O O O O O O SUPPORT AREA SUPPORT AREA SUPPORT AREA u F 0ri4 � pa 0 Q i1 1 �1 i1 i1 i1 i� i1 A A A a� a w A A a LTS - 20 5 6 20 SPARE RCPT-CORRIDOR - 20 5 6 20 - RCPT-CORRIDOR LTS - 20 5 6 20 - SPARE s 6 5 6 5 6 W W W W W RCPT-CORRIDOR - 20 7 8 20 - RCPT-CORRIDOR DRYER - 30 7 8 30 DRYER RCPT-CORRIDOR - 20 7 8 ZO RCPT.CORRIDOR RTU-3 HACR 60 7 a 50 HACR RTU-4 CU-2 HACR 60 7 8 60 HACR CU•3 CU•6 HACR 60 7 a 60 HACR CU•6 cn cn cn V) 00 CA � 0 n n n n n n n n n n n n RCPT-CORRIDOR 20 a 70 20 RCPT-CORRDIOR a 10 RCPT.CORRIDOR - 20 a 10 20 RCPT.CORRDIOR a t0 9 10 a 10 C a) EWC 20 ti 12 30 DRYER WAHSER 20 11 12 20 WASHER RCPT•C339 - 20 1t t2 30 DRYER t1 t2 11 12 tt t2 I I I I K 1 0 C DRYER 30 13 to RECIRC PUMP - 20 13 1a 20 WATER HEATER DRYER - 30 t3 14 MUA•i HACR 20 13 to 60 HACR CU.9 CU.3 HACR 60 13 to 60 HACR CU•4 CU•7 HACR 60 13 1a 60 HACR CU•7 p o 0 0 o CD 0 o O 16 20 WASHER FXF•CORRIDOR 20 15 16 20 SPARE is 16 20 - WASHER t5 16 15 16 15 �1 16 N N CA CA 0 0 - o c C n WASHER 20 17 18 20 - RECIRC PUMP 17 18 20 SPARE WASHER - 20 17 t8 20 RECIRC PUMP t7 t6 17 is 17 18 o 0 0 0 0 0 o N E a' WATER HEATER 20 19 r1 �� 20 20 - RCPT.TOILET RCPT-315 20 19 20 20 RCPT•315 WATER HEATER 20 19 20 20 RCPT•TOILET CU•9 HACR 60 19 r1 20 RCPT-ROOF CU•4 HACR 60 19 20 60 HACR CU•10 CU•8 HACR 60 19 20 60 HACR CU•8 C n - n �1 ROBERT MUNROE PE #33868 a) ro RCPT•CABLE 20 21 22 20 #RCPT-TELE ELEC. HEATER 20 21 22 YO ELEC. HEATER RCPT•CABLE 20 21 22 20 RCPT•TELE 21 22 20 RCPT•ROOF 21 22 21 22 U) 0 FXF•CORRIDOR HACR 23 24 20 'SPARE 23 24 FXF•CORRIDO.. HACR 20 23 24 20 - SPARE 23 24 20 - RCPT-ROOF 23 24 23 24 r a) 26 20 - SPARE LTS-ATRIUM - 20 25 �1 %1 26 2O C MNOD'EORER 25 %1 26 20 SPARE SPACE 25 26 SPACE CU•10 HACR 60 25 26 60 HACR CU•13 CU-11 HACR 60 25 %1 �1 26 60 HACR CU-12 c RCPT-C239 20 27 �1 28 20 - RCPT•C239 INP•1 HACR__ 27 28 50 HACR OHP-i ELEC. NEATER - 20 27 �1 48 20 - ELEC. HEATER SPACE 27 28 - SPACE 27 %1 %1 28 27 �1 %1 28 3 CO RCPT•C239 - 20 ra 28 30 20 SPARE 29 30 29 30 SPACE - 29 30 - SPACE 29 30 29 30 c� -0 N SPARE 20 31 %1 32 2O SPARE SPARE 20 31 �1 %1 32 20 - SPARE LTS-ATRIUM 20 31 %1 �1 32 20 LTS-ATRIUM N CU-13 HACR 60 31 �� 32 60 HACR CU•15 CU-12 HACR 60 31 32 60 HACR CU-14 ®® N SPARE 20 33 �1 34 20 SPARE SPACE - 33 r� %1 34 - - SPACE LTS-ATRIUM - 20 33 �, �� 34 20 RCPT•ROOF GND 33 �1 r� 34 33 %1 �1 34 C n n n n n n n n n SPARE - 20 35 36 20 SPARE SPACE - 35 36 - - SPACE RCPT-ROOF 20 35 36 50 HACR OHP-2 35 36 35 36 U Cc SPACE - 37 %1 %1 38 SPACE SPACE - 37 38 SPACE IHP-2 HACR 15 37 38 CU-16 HACR 60 37 �\ �1 38 SPACE CU.17 HACR 60 37 %1 �1 38 60 HACK CU•18 N' SPACE 39 SPACE SPACE - - 39 40 - - SPACE 39 48 20 - SPARE 39 40 - SPACE 39 40 ro > SPACE 41 �1 �1 42 SPACE SPACE - 41 42 SPACE SPARE 20 41 42 20 - SPARE 4t 42 SPACE 41 i1 �1 42 - a) .0 N N N N N r N GND GND GND GND GND 012 0 N @ 0 +1 C C 0 0 coo PANELBOARD SCHEDULE EMERGENCY PANELBOARD SCHEDULE PANELBOARD SCHEDULE PANELBOARD SCHEDULE EMERGENCY PANELBOARD SCHEDULE EMERGENCY PANELBOARD SCHEDULE A c =) PANEL NO.: KP LOCATION., BLDG: FLR: 1 St COL: PANEL NO.:KP2 LOCATION: BLDG: FLR: 1 St COL: PANEL NO.: HSPA LOCATION: BLDG: FLR: 1 St COL: PANEL NO.: HSPB LOCATION: BLDG: FLR: I St COL: PANEL NO.: LSMP LOCATION: BLDG: FLR: 1 St COL: PANEL NO.. LS2A LOCATION: BLDG: FLR: 2nd COL: �j vi co O E CHARACTERISTICS:120/208 V,iO, 4 W, 225 A BUS - A M.C.B. CHARACTERISTICS:120/208 V,�O,� W, �Q A BUS --A M.C.B. CHARACTERISTICS:120/2� V,_30,4W, �Q4 A BUS - A M.C.B. CHARACTERISTICS:120/208 V,�O,�W, �A BUS - A M.C.B. CHARACTERISTICS:120/208 V,'�0, 4 W, � A BUS � A M.C.B. CHARACTERISTICS:120/208 V, 30, � W, � A BUS - A M.C.B. � PANEL TYPE: M.L.O. PANEL TYPE: M.L.O. PANEL TYPE: M.L.O. PANEL TYPE: M.L.O. PANEL TYPE: [] M.L.O. PANEL TYPE. M.L.O. ME.� .0 DALL CIRCUIT BREAKERS ARE A, _ P EXCEPT WHERE NOTED ALL CIRCUIT BREAKERS ARE A, LIP EXCEPT WHERE NOTED ALL CIRCUIT BREAIESS ARE A. _P EXCEPT WHERE NOTED ALL CIRCUIT BREAKERS ARE A, _ P EXCEPT WHERE NOTED ALL CIRCUIT BREAKERS ARE A, _P EXCEPT WHERE NOTED ALL CIRCUIT BREAKERS ARE A, _ P EXCEPT WNEDE NOTED APPROX. CA. CIR COL. C.D.APPROX. APPROX. C.B. CI0. CIA. C.S.APPROL APPROX. CA. CIR CI0. CA. APPROX. APPROX. C.B.CR COL CA. APPROX. APPROX. CA. CR CIR CA. APPRWX APPROX. C.B.COX. CR CA. APPROX. � C U) DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION DFSC111PtNIM DESCRIPTION DESCRIPTION DESCRIPTION AF$CRIPnON DESORPTION DESCRIPTION 0 WATTS SIZE NO. N0. SIZE WATTS WATTS SIZE N0. Fax SIZE WATTS WATTS 8� N0. M0. SIZE WATTS WATTS SIZE N0. M0. Em WATT$ WATTS SIZE NO. NO. SIZE WATTS WATTS SIZE NO. N0. SIZE WATTS L �1 �1 i1 %1 i1 �1 �1 %1 p %1 f ill �1 m N WATER HEATER - 20 tyyy 2 20 £F-3, EF-5 1 LIGHTS - 20 1yyy 2 20 - 1 LIGHTS PANEL HPiA g i 2 �f PANEL HP1C PANEL HPiB - 1 2 O PANEL HP1D SPARE 20 1 2 y0 - PANEL LS2A LTS•CORR ISt - 20 1 2 20 - LTS-CORK 2nd > ) 13 WORK TABLE 20 3 4 20 13 WORK TABLE 2 COMPRESSOR 20 3 4 20 EVAPORATOR 3 4 3 a SPARE 20 3 a LTS-STAIR 20 3 4 20 LTS-CORR 3rd T/� ICI 0 0 %1 %1 COFFEE %1 %1 %�1 %_� v1 roU 16 FOOD SLICER 15 s 6 30 - 19 MAKER .1 EVAPORATOR - 20 5 6 20 3 COMPRESSOR 6 6 5 6 SPARE - 20 5 6 SEF-1 h 5 6 b 20 JUICE - 15 7 e 7 e PANEL HP2A - $ 7 e PANEL HP3A PANEL NP2B - O 7 - O - PANEL HP38 PANEL LS20 7 8 PANEL KP2 7 Is N FIRE _ 0 U 20 JUICE 15 9 to 15 - 2G JUICE i SUPPRESSION 9 10 20 - 14 REFRIGERATOR 9 10 9 10 9 10 9 10 a) �1 %1 CONVECTION T1 %1 i1 %1 T1 �1 %1 �1 �1 23 SKILLET 15 11 t2 15 - 24 OVEN 1i 12 20 30 ICE MAKER Al 12 11 12 11 12 LTS-ELEV. PIT GFI 20 11 tz 20 GFI LTS-ELEV. PIT 24 CONVECTION - i5 13 �1 �� 1a 15 26 TOASTER RCPT - 20 tB 1a 20 - RCPT PANEL KP - O 13 14 - PANEL HPR PANEL HPR3 to 13 ,a N SPARE FACP L.O. 20 13 �1 1a 20 L.O. TAMPER SWITCH LTS•CORRIDOR 20 13 �1 14 20 - LTS-CORR 2nd W OVEN CONVEYER N h 7.1 NOT FOOD 25 t5 16 20 FOOD LTS 20 15 �� �� 16 20 LTS 15 r1 �� 16 t5 �� �� 16 N FLOW SWITCH L.O. 20 15 �� r, 16 20 L.O. FAAP LTS•CORR 1St - YO 15 T1 r� 15 20 - LTS-C101 N ro WARMER tt T� 18 20 - SPARE GAS VALVE SOLENOID - 20 17 %� !� to 2O SPARE n %1 �1 18 i7 �1 �� is LTS-DINING - 20 17 i1 18 ZO LT6-fXTER10N LTS-C101 - 20 17 %1 %1 t-V 8 20 - SPARE 11 U) N 32 DISPOSOR 15 t8 �1 �1 20 70 HEAT S'BOOSTEPARE SPARE 20 19 �� �, 20 20 SPARE PANEL HP1E - $ to �� �� 20 8 PANEL HP2R SPARE - 20 19 �, r� 20 20 SPARE LTS•MECH/ELEC 20 19 �� �� 20 LTS-C139 SEF•2 - 19 %1 �1 20 - - SPACE ^ to 0) 21 %1 %1 22 SPARE - 20 21 22 ZO - SPARE w 21 %1 �1 22 rD SPARE 20 21 /�-1 /22 20 - SPARE LTS•EXTERIOR ZO 21 r-\ 22 20 LTS-ENTRY 21 22 - - SPACE / \ / \ / \ / \ a 0 L_ 23 24 60 3 DISHWASHER SPARE - 20 23 24 20 SPARE 23 24 SPACE - - 23 24 - - SPACE RCPT-Ci24 20 23 24 20 SPARE 23 24 - SPACE W O U - D 39 MICROWAVE - 40 25 26 N SPARE 20 25 26 20 - SPARE SPACE - - 25 %1 26 SPACE SPARE - 20 25 26 20 SPARE SPACE - 25 �1 �1 26 - - SPACE ¢ r n n n n n n n n n n 27 28 20 - HOOD LTS GND SPARE 20 27 28 20 SPARE SPACE - - 27 28 SPACE SPARE - 20 27 28 ZO SPARE SPACE - 27 28 - SPACE U N C RCPT•OFFICE - 20 29 30 2O 7 PREP SPARE 20 29 �, %1 30 20 SPARE SPACE 29 �� �1 30 - SPACE SPARE 20 29 %1 �\ 301201 - SPARE SPACE - 29 �� %1 30 - SPACE y Z C REFRIG 29 MIXECUTTR - 20 3t �, %1 32 2O SPARE N N N N © i� m 33 r1 i� 34 20 - SPARE GND GND GND GND N c 35 38 20 - SPARE a 1--0 E SPARE 20 37 38 20 SPARE O ) SPARE 20 39 �1 40 20 - SPARE �w E L O SPARE 20 41 %1 r1 42 20 - SPARE �/ W v j•�l C V N Z a 0 r GND J c�0 L C� 00U)_c A 00 J °° g � EMERGENCY PANELBOARD SCHEDULE PANELBOARD SCHEDULE a Q d 0 v O� FJ-I c 0 PANEL NO.: L520 LOCATION: BLDG: FLIT: 2nd COL:_PANEL NO.: SLP LOCATION: BLDG: FLR:1 St COL: 1_ U Q Q CHARACTERISTICS:120/208 V, 30, 4 W, 150 A BUS - A M.C.B. CHARACTERISTICS:120/208 V, 30, 4 W, I A BUS - A M.C.B. � � W oY N PANEL TYPE: M.L.O. PANEL TYPE: M.L.O. _ 0 ALL CIRCUIT SPEAKERS ARE A, _P EXCEPT WHERE NOTED ALL CIRCUIT BREAKERS ARE A, _P EXCEPT WHERE NOTED W w J ro APPROX C.S. CR CR C.O. APPROX. APPKRDL CAL CAL CI0. C.B. APPROL J DESCRIPTION WATTS SIZE N0. N0. SIZE WATTS DESCRIPTION DESCRIPTION WATTS SIZE N0. No. SITE WATTS DESCRIPTION 11 O LL L LTS.CORR ISt - 20 1 yyy�1 �1 2 20 LTS•CORR 2nd SPARE - 20 1 �1 2 20 SPARE w Q LTS-STAIR - 20 3 4 20 - LTS•CORR 3rd SPARE - 20 3 4 20 - SPARE Q Q ro U�-- LTS-CORE 2nd 20 5 �1 �1 6 20 - LTS-CORE 3rd SPARE 20 5 �1 6 20 SPARE U `0 0 `� a) fA o LTS - 20 7 �1 8 20 - LTS-ELEV. PIT SPARE - 20 7 8 20 SPARE Q O O LTS-EXTERIOR 20 9 10 20 - LTS-ELEV. PIT SPARE - 20 9 %1 %1 10 20 SPARE W N U) LTS-CORR 3rd - 20 11 12 20 LTS-CORR 3rd SPARE 20 11 12 20 - SPARE Y 20 � �; E - LTS-CORR 3rd 20 13 14 20 - LTS-CORR 2nd SPARE 20 13 %1 �1 14 20 - SPARE iIO. 0 � 0722 R. LAWS Q a _0 LTS-CORR 2nd - 20 15 16 20 - LTS-CORR 1St SPARE 20 iS 16 20 SPAREdkAw = C a) J a) LTS-ELEC. RM - 20 17 �1 i1 to - - SPACE SPARE 20 17 %1 %1 16 20 SPARE June 5, 2007 TJC / ABJ / DCJ WT1 LL L SPACE - - Is- 20 - SPACE SPARE 20 19 20 20 - SPARE • 3 j �i i1 i1 AS NOTED TJCI Q N N SPACE - - 21 22 - SPACE SPARE - 20 21 22 20 SPARE N SPACE - - 23 24 - - SPACE SPARE 20 23 24 20 SPARE RIDS Q. 41 x co SPACE 25 26 SPACE SPARE 20 25 �1 %1 26 20 - SPARE N 7 O 0 SPACE - 27 28 SPACE SPARE - 20 27 �� 28 20 SPARE O +_+ 0 Ei.3.0 ".c._ SPACE - - 29 30 - SPACE SPARE 20 29 30 20 - SPARE O 0 N N a GND GND 0 PLOT DATE 06-05-07 0- t 0 0 Copyright 2007 0 a Q l 1 I 2 3 I 4 I 5 I 6 I 7 I 8 I PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC m �3 PANEL NO.: PA LOCATION: BLDG.-FLR: COL: PANEL NO.: PA1 LOCATION: BLDG: FLR: COL: PANEL NO.: PA2 LOCATION: BLDG: FLR: COL: PANEL NO.: PB LOCATION: BLDG-.FLR: COL: PANEL NO.: P131 LOCATION: BLDG: FLR: COL: PANEL NO.: PB2 LOCATION: BLDG: FLR: COL: @ . _ :._.... _.. • 120/208 1 1100:120/208 1 3 1 100/208 i i 100 •120/208 1 1 100/208 1 3 1 ARACTERISTI V W A B1 CS. USA CHARA TERISTI V W A B M.C.B.M. .B.V W A B •120/208 1 1- 0 �� �C CS 0 US A C US A M.C.B. CHARACTERISTICS. V W A BUS A M.C.B.M.C.B CHARACTERISTICS. V W A BU A M.C.B.M. .B.A M.C.B. ` �00� � 0� � 0 0 S C CHARACTERISTICS V W A BUS r r >: ....................as s::::::::::::::: s::> €;; : :::::r€::=:::; :::::: ;:; >;_ >: N N PANEL TYPE:LC+ M.L.O. PANEL TYPE:LC M.L.O. PANEL TYPE:LC M.L.O. PANEL TYPE:LC M.L.O. PANEL TYPE:LC+ M.L.O. PANEL TYPEIC+ M.L.O. O O CDc ALL CIRCUIT BREAKERS ARK -A. -P ELC[IR MNFAE NOTED ALL CIRCUIT BREAImtS AR[ A• -P EXC[PT MIiERE NOTED ALL CIRCUIT BRF.AIQAS Y1E A• P [LCER NBIER! NOTED ALL CIRCUIT BREAIUiRS AR! A• _ P CILCIPr WNFA! MOTET ALL CIRCUIT BMJIQAS IRE A• P ELCEPr WNIRC NOTED ALL CIRCUIT .1W.Ne RS ARC A• -P EXCEPT WHERE NOTED N 0 AAPPROX.C.B. CO.y y I0. I0. C.B. APPROL APPROX. C.B. CIE. CR C.R. APPROX. APPROX. O.0. CIE. CIE. APPROX. APPROX. C.B. CR CIE. O.O. APPR OX. APPROX.1PPROAPPROX.CH CI0. - CIR. CAL C.0. DESCRIPTION APPROX. WATTS SIZE NO. NO. SIZE WATTS DESCRIPTION DESCRIPTION WATTS SUM NO. NO. SIZE WATTS DESCRIPTION DESCRIPTION WATTS SIZE NO. No.SIZE WATTS DESCRIPTION DESCRIPTION MATE SUM NO. NO. SIZE WATTS DESCRIPTION DESCRIPTION WATTS SIZE RIX NQ SIZE WATTS DESCRIPTION DESCRIPTION WATTS SIZE NO, NO. SIZE WAITt DE$CRiPTTOM - - -� - ^ FSO HACR 20 i 2 20 - RCPT FSO HACK 20 1 2 20 - RCPT FSO HACR 20 i 2 20 - RCPT FSO HACR 20 1 z 20 - RCPT FSO HACR ZO i 2 20 - RCPT FSO HACK 20 1 2 20 - RCPT O O :>,N 3 4 20 A.F. LTS/RCPT 3 a 20 A.F. LTS/RCPT 3 a 20 A.F. LTS/RCPT 3 4 A.F. LTS/RCPT 3 a 20 A.F. LTS/RCPT 3 a 20 A.F. LTS/RCPT =::. N N q n n n RANGE - 50 5 6 20 - REFRIGERATOR RANGE - 50 5 6 20 REFRIGERATOR RANGE 50 5 6 20 - REFRIGERATOR RANGE - 50 5 6 20 - REFRIGERATOR RANGE - 50 5 6 20 - REFRIGERATOR RANGE - 50 5 6 20 - REFRIGERATOR © +' p l %1 RCPT-KITCHEN7 20 e 20 RCPT-KITCHEN 8 20 RCPT-KITCHEN 8 20 RCPT-KITCHEN 8 20 RCPT-KITCHEN 7 8 T- - - 20 RCP KIT HEN RCPT-KITCHEN - 20 9 10 20 - LTS/RCPT RCPT-KITCHEN - 20 9 10 20 - LTS/RCPT RCPT-KITCHEN - 20 s 1D ZO - LTS/RCPT RCPT-KITCHEN - 20 s 10 20 - LTS/RCPT RCPT-KITCHEN - 20 s 10 20 LTS/RCPT RCPT-KITCHEN - 20 s 10 20 - LTS/RCPT :,::. U arch itecture,en g LTS/RCPT - 20 v 12 20 AS LTS/RCPT LTS/RCPT 20 11 12 20 A.F LTS/RCPT LTS/RCPT 20 11 12 20 A.F LTS/RCPT LTS/RCPT - 20 11 12 20 - RCPT* LTS/RCPT - 20 11 12 20 RCPT * LTS/RCPT - 20 t 1 12 - - SPACE ' n n n n n iim eerr+fiintesign+Ian _mac LTS/RCPT - 20 18 14 20 - RCPT* LTS/RCPT - 20113 14 20 - RCPT* LTS/RCPT - 20 13 14 20 - RCPT* SPACE - - 13 14 - - SPACE SPACE - 13 i4 - - SPACE SPACE - - 13 1a - - SPACE d p 1 95Ta WIbaft $d., P.O. box 667 p Hol�1 �� �, %1 �� �1 �, �� !� �� 215 94i�5 PA 18215 779461926 f L N SPACE - - 15 16 - - SPACE SPACE - - 15 16 SPACE SPACE 15 16 SPACE SPACE - 15 16 - SPACE SPACE - - i5 16 - SPACE SPACE - - is i6 - SPACE P 0 0 l N N N N N N k a- GND GND GND GND GND GND N A.F. = ARC FAULT CIRCUIT BREAKER A.F. = ARC FAULT CIRCUIT BREAKER A.F. = ARC FAULT CIRCUIT BREAKER A.F. = ARC FAULT CIRCUIT BREAKER A.F. = ARC FAULT CIRCUIT BREAKER A.F. = ARC FAULT CIRCUIT BREAKER .- � * UNIT #109 ONLY * UNIT #100 ONLY * UNIT #128 ONLY * UNITS #104, 108, 119, 124, 125 ONLY * UNIT #115 ONLY r *' E N O L U C PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC o c Q. L PANEL NO.: PB3 LOCATION: BLDG: FLR: COL: PANEL NO.: PB4 LOCATION: BLDG: FLR: COL: PANEL NO.: PB5 LOCATION: BLDG: FLR: COL: PANEL NO.: PB6 LOCATION: BLDG: FLR: COL: PANEL NO.: PC LOCATION: BLDG: FLR: COL: PANEL NO.: PD LOCATION: BLDG: FLR: COL: > CHARACTERISTICS:120/208 V,�0,3 W, �40 A BUS 100 A M.C.B. CHARACTERISTICS:120/208 V, 10, 3 W, 100 A BUS 100 A M.C.B. CHARACTERISTICS:120/208 V, a) W, �1 O A BUS 100 A M.C.B. CHARACTERISTICS:120/208 V, 1 0,�3 W, �10 A BUS 100 A M.C.B. CHARACTERISTICS:120/208 V, 1 0,�3 W, 100 A BUS 100 A M.C.B. CHARACTERISTICS:120/208 V, 1 0,—�3 W, I A BUS 100 A M.C.B. .0 C PANEL TYPE:LC M.L.O. PANEL TYPE:LC M.L.O. PANEL TYPE:LC ❑ M.L.O. PANEL TYPE:LC M.L.O. PANEL TYPE:LC Q M.L.O. PANEL TYPE:LC M.L.O. ° O ALL CIRCUIT BREAKERS AR[ A, _P EXCEPT WHERE NOTED ALL CIRCUIT BREAKOW ARE A, -P EXCEPT IENERE NOTED ALL CIRCUIT RRvRRRS ARE A. -P EXCEPT WHERE NOTM ALL CIRCUIT DREAIRRS ARE A, _P PZCEPT WHER! NOTED ALL CIRCUIT BREAMS ARE A. _ P EXCEPT WHERE NOTED LLL CIRCUIT MWAKR ARE A, -P EXCEPT WHERE NOTED A APPROX. CJ. CIR CIR. CJ. APPROL APPROX. C.B. CI0. CM CJ. APPROX. APPROX C.B. CI0. CIE. C.B. APPROL APPROX. C.B. CIE. CIR. C.B. APPROL APPROL C.B. CIVIL CO. CJ. APPROX APPROL CAL CI0. CR C.B. APPRO L E *' DESCRIPTION MATTE SIZE N0. Ni SIZE WATTS DESCRIPTION DESCRIPTION WATTS SIZE NO. N0. SIZE WATTS DESCRPf10M DESCRIPTION WATTS SIZE NO. NO. SIZE WATTS DESCRIPTION DESCRIPTION WATTS SIZE N0. N0. SIZE WAT73 DESCRIPTION DESCRIPTION WATTS SIZE NQ MO. SRE WATTS DESCRIPTION DESCRIPTION WAT73 SIZE N0. NO. 612E WATTS DE6CRIPTOM .D p FSO HACR 20 i 2 20 RCPT FSO HACR 20 i 2 20 RCPT FSO HACR 20 i 2 20 RCPT FSO HACR 20 1 2 20 RCPT FSO HACR 20 1 2 20 RCPT FSO HACR 20 t 2 20 RCPT (ij N 3 4 20 A.F. LTS/RCPT 3 4 20 A.F. LTS/RCPT 3 4 20 A.F. LTS/RCPT 3 4 20 A.F. LTS/RCPT 3 a 20 A.F. LTS/RCPT 3 4 20 A.F. LTS/RCPT U +-� RANGE - 50 5 /^` /^6 20 - REFRIGERATOR RANGE - 50 5 //�6 20 - REFRIGERATOR RANGE - 50 5 /^` //�6 20 - REFRIGERATOR RANGE - 50 5 //�//-�6 20 - REFRIGERATOR RANGE - 50 5 /^` //�� 6 20 - REFRIGERATOR RANGE - 50 5 6 20 - REFRIGERATOR 5 � r � E 7 8 20 RCPT-KITCHEN 7 8 20 - RCPT-KITCHEN Al 7 8 20 - RCPT-KITCHEN 7 8 20 RCPT-KITCHEN 7 B 20 - RCPT-KITCHEN 7 8 20 - RCPT-KITCHEN fi] LL] W U _ RCPT-KITCHEN - 20 9 10 20 LTS/RCPT RCPT-KITCHEN - 20 9 10 20 - LTS/RCPT RCPT-KITCHEN 20 9 10 20 - LTS/RCPT RCPT-KITCHEN - 20 9 10 20 - LTS/RCPT RCPT-KITCHEN - 20 9 10 20 LTS/RCPT RCPT-KITCHEN - 20 9 10 20 - LTS/RCPT F- F- F - Q U U O LTS/RCPT - 20 11 12 - - SPACE LTS/RCPT - 20 11 12 - - SPACE LTS/RCPT - 20 11 12 - - SPACE LTS/RCPT 20 11 12 - - SPACE LTS/RCPT - 20 11 12 20 - RCPT* LTS/RCPT - 20 11 12 - - SPACE - - - N U U U F SPACE - 13 14 - - SPACE SPACE 13 14 - SPACE SPACE - 13 is SPACE SPACE - 13 14 - - SPACE SPACE - 13 14 - - SPACE SPACE - - 13 1a SPACE p; p; p; z Z n i1 ri ii OOOOOQc SPACE - is 16 - - SPACE SPACE - is 16 SPACE SPACE 15 16 - SPACE SPACE - 15 i6 - - SPACE SPACE - 15 is - - SPACE SPACE 15 16 - SPACE 3 3 =n O W N N N N N N N 5 W v� Y p GND GND GND GND GND GND wx W 3 3 3 z �' H Q-c A.F. = ARC FAULT CIRCUIT BREAKER A.F. = ARC FAULT CIRCUIT BREAKER A.F. = ARC FAULT CIRCUIT BREAKER A.F. = ARC FAULT CIRCUIT BREAKER A.F. = ARC FAULT CIRCUIT BREAKER A.F. = ARC FAULT CIRCUIT BREAKER w wZ w Q Q Q � = c * UNIT #103 ONLY A° a d A 2 p x x 0 0 0 � 4, Q A A A a a °-I A A i- PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC Cn V) � V) U) U p PANEL NO.: PE LOCATION: BLDG: FLR: COL: PANEL NO.: PF LOCATION: BLDG: FLR: COL: PANEL NO.: PG LOCATION: BLDG: FLR: COL: PANEL NO.: PH LOCATION: BLDG: FLR: COL: PANEL NO.: PI LOCATION: BLDG: FLR: COL: PANEL NO.: PJ LOCATION: BLDG: FLR: COL: 1 I 1 I I m CHARACTERISTICS-120/208 V, 10, 3 W, I A BUS 100 A M.C.B. CHARACTERISTICS:120/208 V, 10, 3 W, 1 A BUS 100 A M.C.B. CHARACTERISTICS:120/208 V, 10, 3 W, �1 0 A BUS 100 A M.C.B. CHARACTERISTICS:120/208 V, 10, 3 W, I A BUS 100 A M.C.B. CHARACTERISTICS:120/208 V, 10, 3W, I OO A BUS 100 A M.C.B. CHARACTERISTICS:120/208 V, 10, 3 W, — I A BUS 100 A M.C.B. o PANEL TYPE:LC ❑ M.L.O. PANEL TYPE:LC M.L.O. PANEL TYPE:LC M.L.O. PANEL TYPE•LC M.L.O. PANEL TYPE:LC M.L.O. PANEL TYPE. -LC M.L.O. o o ° o In Cl � In N C N N N O M •-I O c ALL CIRCUIT BREAKERS ARE A. -P EXCEPT WHERE NOTED ALL CIRCUIT BREAIDEIS ARE A. -P EXCEPT WHERE NOTED ALL CIRCUIT DR TIERS AIW A, -P EXCEPT WHERE NOTED ALL CIRCUIT BREAKERS ARE A. eP EXCEPT WHERE NOTED ALL CIRCUIT BREAKEPIS ARE A. -P EXCEPT WHERE NOTED ALL CIRCUIT BRIT es ARE A, _ P EXCEPT WHERE NOTED .O O O O O O O ,IT APPROX. CJ. CIR. CIR CJ. APPROL APPROL C.B. CO. CUL CAL APPROX. Pw APPROLL C.B. CI0. CI0. C.S. APPROL APPROX C.S. CIR. CI0. C.B. APPROL APPROL C.B. COL CO. CJ. APPROX. �• APPROX CM. CIE. CI0. C.B. APPROX DESCRIPTION WATTS SIZE NO. NO. SR! WATTS DESCRIPTION DESCRIPTION WATTS 612E NO. NO. SIM WATTS DESCRIPTION DESCRIPTION WATTS SIZE NO. N0. SRE WATTS DESCRIPTION DESCRIPTION WATTS SIZE NO. N0. SIZE WATTS DESCRIPTION DESCRIPTION WATTS SIZE N0. NO. SIaE WATTIE DESCRIPTION DESCRIPTION WATTS SIZE N0. NQ SIZE WATTS DESCRIPTION }J C � /� - � - � � � ROBERT MUNROE PE #33868 N tts FSO HACR 20 1 2 20 RCPT FSO HACR ZO i 2 20 RCPT FSO HACR 20 i 2 20 RCPT FSO HACR 20 1 2 20 RCPT FSO HACR 20 1 2 20 RCPT FSO HACR 20 1 2 RCPT O L. n n n n n n n n n n n n No 3 4 20 A.F. LTS/RCPT 3 4 20 A.F. LTS/RCPT 3 4 20 A.F. LTS/RCPT 3 4 20 A.F. LTS/RCPT 3 4 20 A.F. LTS/RCPT 3 4 20 A.F. LTS/RCPT r N RANGE 50 5 6 20 - REFRIGERATOR RANGE - 50 5 s 20 REFRIGERATOR RANGE 50 5 6 20 REFRIGERATOR RANGE - 50 5 6 20 REFRIGERATOR RANGE 50 5 5 20 REFRIGERATOR RANGE 50 5 - 20 - REFRIGERATOR N �1 r1 �1 7 8 20 - RCPT-KITCHEN 7 RCPT-KITCHEN 7 8 20 - RCPT-KITCHEN 7 e 20 - RCPT-KITCHEN 7 8 20 - RCPT-KITCHEN 7 8 20 - RCPT-KITCHEN 0 RCPT-KITCHEN - 20 a 10 20 - LTS/RCPT RCPT-KITCHEN - 20 a 10 20 - LTS/RCPT RCPT-KITCHEN - 20 9 10 20 - LTS/RCPT RCPT-KITCHEN - 20 9 10 20 - LTS/RCPT RCPT•KITCHEN - 20 9 to 40 -LTS/RCPT RCPT-KITCHEN 20 9 10 20 - LTS/RCPT LTS/RCPT - 20 11 1z 20 - LTS/RCPT LTS/RCPT - 20 1i i2 - SPACE LTS/RCPT - 20 11 12 - - RCPT* LTS/RCPT - 20 11 12 - - SPACE LTS/RCPT - 20 it 12 - - SPACE LTS/RCPT - 20 11 iz 20 A.F LTS/RCPT L N SPACE - 13 14 - - SPACE SPACE - - �a 14 - SPACE SPACE - 13 14 - SPACE SPACE - - 13 1a - - SPADE SPACE 13 1a - SPACE LTS/RCPT 20 13 1a - - SPACE _0 SPACE - 15 �� r� 16 - - SPACE SPACE - - 15 �� �1 16 - - SPACE SPACE 15 �� �� 16 - - SPACE SPACE - - 15 16 - SPACE SPACE - - 15 16 - - SPACE SPACE - - 15 16 - - SPADE U co .. t0 N N N N N N tU GND GND GND GND GND GND > E_ A.F. = ARC FAULT CIRCUIT BREAKER A.F. = ARC FAULT `CIRCUIT BREAKER A.F. = ARC FAULT CIRCUIT UREAKER A.F. = ARC FAULT CIRCUIT BREAKER A.F. = ARC FAULT CIRCUIT BREAKER A.F. = ARC FAULT CIRCUIT BREAKER c * UNIT #112 ONLY r `� 0 i '0 0 C U m @ to � PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC PANELBOARD SCHEDULE 10 KAIC00 �U PANEL NO.: PK LOCATION: BLDG: FLR: COL: PANEL NO.: PL LOCATION: BLDG: FLR: COL: PANEL NO.: PM LOCATION: BLDG: FLR: COL: PANEL NO.: PN LOCATION: BLDG: FLR: COL: PANEL NO.: PO LOCATION: BLDG.FLR: COL: PANEL NO.: PP LOCATION: BLDG: FLR: COL: A CHARACTERISTICS:120/208 V, 10, 3 W, 100 A BUS 100 A M.C.B. CHARACTERISTICS-120/208 V, 10, 3 W, 100 A BUS 100 A M.C.B. CHARACTERISTICS-1�V, 10, 3W, _I A BUS 100 A M.C.B. CHARACTERISTICS:1201208 V, 10, 3 W, I A BUS 100 A M.C.B. CHARACTERISTICS:120/208 V, 10, 3W, 100 A BUS 100 A M.C.B. CHARACTERISTICS:120/208 V, 10, 3 W, 100A BUS 100 A M.C.B. _ 0 PANEL TYPE:LC Q M.L.O. PANEL TYPE:LC M.L.O. PANEL TYPEXC M.L.O. PANEL TYPEwINC ❑ M.L.O. PANEL TYPE:LC M.L.O. PANEL TYPE:LC M.L.O. N LLL CIRCUIT BREAKERS ARE A. -P EXCEPT WHERE NOTED ALL CIRCUIT BREAKERS ARE A, _P EXCEPT WHERE NOTED ALL CIRCUIT BREAKEMARE A. -P EXCEPT WHERE NOTED ALL CIRCUIT BREAKERS AREA. _P EXCEPT WHERE NOTED ALL CIRCUIT WMAKEMARE A, _ P EXCEPT WHERE NOTED ALL CIRCUIT BIEAXE116 ARE A. -P EXCEPT WHERE NOTED O •� •� APPROL C.B. CI L CI0. CJ. APPROL APPROL CJ. CI0. CR C.B. APPROX APPROL CJ. CI0. CI0. C.0. APPROL APPROL CJ. CIR. CI0. CJ.' APPROL APPNOL CH CR CR CJ. APPROL APPROL CJ. CI0. CI0. C.B. APPROX � ��11`� DESCRIPTION WATTS SIZE N0. N0. SIZE WATTS DESORPTION DESCRPTIOM WATTS 612E NO. N0. SIZE WATTS DESCRIPTION DEfCRIPTION WATTS SIZE NO. N0. SDSi WATTS DESCRIPTION DESCRIPTION WATTS SIZE NO. NO. SIZE WAITS DESCRIPTION DESCRIPTION WATTS SIZE NO. N0. SIZE WATTS DESCRIPTION DESCRIPTION WATTS SIZE N0. MO. SIZE WATTS DESCRIPTION yI p - - - �- - FSO HACR 20 i 2 20 RCPT FSO HACR 20 i 2 20 RCPT FSO HACR 20 i 2 20 RCPT FSO HACR 20 1 2 20 RCPT FSO HACR 20 i 2 20 RCPT FSO HACR 20 1 2 20 - RCPT cr O W 3 a 20 A.F. tTS/RCPT 3 4 20 A.F. LTS/RCPT 3 a 20 A.F. LTS/RCPT 3 a 20 A.F. LTS/RCPT 3 4 20 A.F. 1T5/RCPT 3 4 20 A.F. LTS/RCPT V, L_ > > RANGE 50 5 6 20 - REFRIGERATOR RANGE - 50 5 6 20 REFRIGERATOR RANGE 50 5 6 20 REFRIGERATOR RANGE 50 5 6 20 - REFRIGERATOR RANGE 50 5 6 20 - REFRIGERATOR RANGE 50 5 6 20 REFRIGERATOR r� M..� N O 7 %1 �� 8 20 - RCPT-KITCHEN 7 8 20 - RCPT-KITCHEN 7 a 20 - RCPT-KITCHEN 7 8 20 - RCPT-KITCHEN 7 �\ 8 20 - RCPT-KITCHEN 7 �\ 8 20 - RCPT-KITCHEN V 1 U RCPT-KITCHEN - 20 9 10 20 - LTS/RCPT RCPT-KITCHEN - 20 s io 20 LTS/RCPT RCPT-KITCHEN - 20 s 10 20 - LTS/RCPT RCPT-KITCHEN - 20 9 to 20 - LTS/RCPT RCPT-KITCHEN - 20 s io 20 - LTS/RCPT RCPT-KITCHEN - 20 s to 20 - LTS/RCPT w n n LTS/RCPT - 20 11 42 - SPACE LTS/RCPT 20 11 12 - - SPACE LTS/RCPT - PO 11 12 - - SPACE LTS/RCPT - 20 11 12 20 A.F LTS/RCPT LTS/RCPT - 20 11 12 - - SPACE LTS/RCPT - ZO 11 12 - - SPACE �I d U SPACE - - 13 1a - SPACE SPACE 13 �1 is - - SPACE SPACE - 13 �1 14 - - SPACE LTS/RCPT 20 i3 %1 14 - - SPACE SPACE - 13 f is - - SPACE SPACE - - 13 14 - - SPACE q x L. Q- SPACE - - 1s i1 1s SPACE SPACE - - 15 %1 �1 1s - SPACE SPACE - 15 16 - - SPACE SPACE - - 15 �1 i1 16 SPACE SPACE - 15 �1 16 SPACE SPACE - - 15 16 SPACE > f4 N N N N N N GND GND GND GND GND GND W A.F. = ARC FAULT CIRCUIT BREAKER A.F. = ARC FAULT CIRCUIT BREAKER A.F. = ARC FAULT CIRCUIT BREAKER A.F. = ARC FAULT CIRCUIT BREAKER A.F. = ARC FAULT CIRCUIT BREAKER A.F. = ARC FAULT CIRCUIT BREAKER A 0) o � o _ � a= U PANELBOARD SCHEDULE 10 KAIC A N C K y z 4c PANEL NO.: PQ LOCATION: BLDG: FLR: COL: •� O O 0 CHARACTERISTICS:120/208 V, 10, 3 W, i 00 A BUS 100 A M.C.B. Ck N U) PANEL TYPEXC M.L.O. N EALL CIRCUIT BREAKERS ARE A. -P EXCEPT WHERE NOTED O ^ APPROX C.S. CIR. CIE. CJ. APPROX. •~ DESCRIPTION WATTS SIZE N0. N0. SIZE WATTS DESCRIPTION w •3 >L i_ FSO HACR 20 1 %1 �1 2 20 RCPT �/ > 3 a 20 A.F. LTS/RCPT i•r j c () 2 RANGE - 50 5 6 20 - REFRIGERATOR fl J IN 7 �, �� a 20 RCPT-KITCHEN � � +L+ N W '- RCPT-KITCHEN - 20 s 10 20 - LTS/RCPT 00CD Q LTS/RCPT 20 11 �1 12 - - SPACE v G aoa) SPACE - - 13 14 - - SPACE /�/ � � O SPACE 15 16 - SPACE rc GND A.F. = ARC FAULT CIRCUIT BREAKER J A Ua� J = i0 W UU_o a ��a Q Q � L n V0 U cjF Q O o O tN W m T� �� no. dhow. b � � 0 0722 R. LAWS Q Q = c N J O41 June 5, 2007 TJC / ABJ / DCJ E to AS NOTED TJCI N Mod no. U) n Q� � N U ou�E O4N E Im4.0 "C-0 0o� 0 .� a 0 PLOT DATE 06-05-07 a t in O Copyright 2007 0 w Q 2 4 5 Y 7 G PRIMARY SERVICE LA's BY POWER Co. I I 3/4'0 x 10'-0' COPPERWELD DRIVEN GND ROD BY ELEC. CONTR. DISTRIBUTION TRANSFORMER EQUIPMENT GROUNDING BY POWER Co. POWER Co's METERING C.T.'s INSIDE TRANSFORMER LOW VOLTAGE COMPT. - ARRANGE CABLES AS - DIRECTED BY POWER Co. TERMINATE PRIMARY & SECONDARY SERVICE CONDUITS AT DISTRIBUTION TRANSFORMER J AS DIRECTED BY POWER Co. (TYP) (9) ACTIVE CONDUITS WALL MOUNTED BREAK GLASS STATION OUTSIDE ELECTRICAL — DISTRIBUTION ROOM GENERATOR NEUTRAL EXTENDED TO GND BUS ON WALL INSIDE ELEC. DISTRIB. RM. OUTDOOR CONCRETE PAD MOUNTED _ 208Y/12OV, 30, 4W, DIESEL FUEL OPERATED, RADIATOR WATER COOLED, WEATHERPROOF CONSTRUCTION, 750 GAL. SUB -BASE OIL TANK, START BATTERY WITH MOUNTING CABINET, ENGINE ELECTRIC 10' O" TRIAD ELEC. SERVICE GROUNDING SYSTEM - BUILDING EXTERIOR 3/4"0 x 10'-O" DRIVEN GND ROD - SET TOP -6" 12" ID x 24' LONG VITRIFIED CLAY SEWER TILE BELOW FINISHED GRADE WITH REMOVABLE —4 -- -- WITH REMOVABLE CAST CONCRETE COVER WITH CLAMPS FOR TESTING RECESSED LIFT HANDLE - (TYP 3) NOTE: 1. AVAILABLE FAULT CURRENT AT MAIN DISTRIBUTION SWITCHBOARD FROM POWER Co's OUTDOOR 30, 750 KA, DISTRIBUTION TRANSFORMER WILL BE 47.85 KA - SWITCHBOARD TO BE DESIGNED TO WITHSTAND 50.0 KAIC AT 240 VOLT, UL, RMS, SYM \\� UNDERGROUNS #4/0 GND CONDUCTOT (TYP) I GROUND TO BLDG MAIN STEEL STRUCTURAL COLUMN AT 1 st FLOOR LEVEL - USE CADWELD CONNECTION INDOOR FLOOR MOUNTED ON CONCRETE PAD ELEC. SERVICE ENTRANCE A DISTRIBUTION SWITCHBOARD MDPA BLDG COLD WATER SERVICE(S) GROUND (i FLR ELEC. DISTRIB - Left Side) ISCA - 50 KA AT 240 VOLT, UL, RMS, SYM PROVIDE BONDING JUMPER(S) AROUND EACH WATER METER 3/4" R.G. CONDUIT 1/4' x 2' COPPER GROUND BUS BAR ON WALL BEHIND SWITCHBOARD ON STAND-OFF BRACKETS #4/0 GND CONDUCTOR MAIN MAIN ENTRCABLE NCE BREAKER BREAKER SEC ION SERVICE SECTIONTION CE #1 S RV DE #2 (3) 4" EMPTY PVC CONDUITS, CAP UNDERGROUND AS DIRECTED BY POWER Co. FOR POWER Co's INCOMING PRIMARY SERVICE CONDUCTORS LINK SWITCHBOARD CABLE ENTRANCE TERMINALS U POWER Co's PRIMARY LOAD BREAK ELBOWS WITH GND SHIELDS SWITCHBOARD CABLE ENTRANCE CABLE SECTION 20BY/12OV, 30, 4W 4" SWITCHBOARD CONCRETE PAD ANCHOR INTO 1 st FLR CONC. SLAB POWER Co's OUTDOOR PAD MOUNTED 750 KVA, 30 DISTRIB TRANSFORMER ----- AVAILABLE FAULT CURRENT 47.948 AMPS � I I l\ l WP HOUSING BY ELEC. CONTR. FOR POWER Co. METER(S) L---J GALVANIZED STEEL EQUIPMENT FRAME FINISH GRADE 12"Sq x 48" DEEP UNDERGROUND [ - CONCRETE ENCASEMENT FOR METER GALVANIZED STEEL FRAME (9) ACTIVE CONDUITS UNDERGROUND 1-1 /2' R.G. METER CONDUIT FOR POWER Co's METER WIRING (9) 4' PVC EA. 4.1/C, 700 KCMIL (CU) THWN TERMINATE CONDUITS INSIDE SERVICE ENTRANCE CABLE COMPT SWITCHBOARD MAIN ELECTRONIC CIRCUIT BREAKER SECTION, EACH BREAKER TO BE FULL FUNCTION WITH GENERATOR LOAD CIRCUIT BREAKER SETTINGS LONGTIME, SHORT TIME, INSTANT & AT UNIT CONTROL PANEL GROUND FAULT TRIP GENERATOR ENGINE START-UP CONTACT MAIN CIRCUIT BREAKER FULL FUNCTION TRIP SYSTEM MONITORING & OPERATIONS PANEL WITH FACTORY WIRING TO EACH BREAKER UNIT RADIATOR WATER HEATER, ENGINE ELECTRIC GENERATOR CAPACITY CRANK GAS HEATER, REINFORCED CONCRETE 110 KW / 137.5 KVA - PRIME PAD WITH CONCRETE FOOTER, GENERATOR 600/3P 125 KW / 156.25 KVA STANDBY VIBRATION ISOLATORS, ETC. STO GENERATOR SYSTEM OPERATION II MONITOR / CONTROL PANEL INSIDE FIN. GRADE 7 1 GENERATOR 3/4"0 x 10'-0" LONG GND ROD WITH #1/0 GND CABLE CONNECTION TO GENERATOR FRAME PROJECT ELECTRIC LOAD SUMMARY: 105 APARTMENT UNITS: CONNECTED LOAD - 1387.0 KW BUILDING COMMON AREAS: CONNECTED LIGHTING LOAD - 45 KW GENERAL USE RCPT - 46.2 KW DEDICATED RCPT - 22.7 KW RESISTANCE HEATING - 39.0 KW HEAT PUMP - 179.5 KW MISCELLANEOUS - 57.8 KW MOTORS - 141.4 HP LARGEST MOTOR - 30 HP \\- L 1'C, 3 #10 — 4"C, WITH GENERATOR SET SYSTEM MONITOR WIRING (2) 3'C, EA. 4.1/C, 350 KCMIL + #1/0 GND STO STO 2000/3P1 2000/3P--Q— UNDERGROUND TO SUB -DISTRIBUTION SWITCHBOARD MDPB (5) 4" PVC CONDUITS EA. 4-1/C, 600 KCMIL + #4/0 GND + (1) 4' EMPTY SPARE CONDUIT RACK CONDUITS UNDERGROUND GENERAL NOTES: 1. ALL UNDERGROUND ELECTRIC RACEWAYS UNDER BUILDING CONSTRUCTION TO BE SCHEDULE 40 PVC WITH SOLVENT WELDED JOINTS AND FITTINGS S/L ELECTRIC DISTRIBUTION DIAGRAM (Left Side) E 1.5.0 SCALE: NONE NOTE: OUTDOOR ENGINE GENERATOR SET AND AUTOMATIC TRANSFER SWITCH: 1. UNIT DESIGN IS BASED ON KATOLIGHT - MODEL #D125FPA4, 120/208V, 30, 4W, 60 Hz. 125 KW /156.25 KVA STANDBY RATINGS. 110 KW /137.5 KVA PRIME RATING. CONTROL PANEL, ENGINE, GENERATOR, VOLTAGE REGULATOR, STANDARD EQUIPMENT - MODEL #50 SERIES CONTROL PANEL, HIGH AMBIENT RADIATOR, FUEWWATER SEPARATOR, 750 GAL., DOUBLE WALL SUB -BASE MOUNTED FUEL OIL TANK, UL LISTED, CRITICAL GRADE MUFFLER, RAIN CAP, LOAD ACID BATTERY & BATTERY RACK, AUTO -BATTERY CHARGER, MAIN LINE CIRCUIT WITH SHUNT TRIP, SPRING VIBRATION ISOLATORS, OIL DRAIN EXTENSION, WEATHERPROOF ENCLOSURE, JACKET WATER HEATER, CRANKCASE OIL HEATER, FLUSH MOUNTED (12) LIGHT ANNUNCIATOR WITH (4) ADDITIONAL LIGHTS, 2 YEAR WARRANTY, OPERATING INSTRUCTIONS UNDER PLEXIGLAS, SERVICE INDICATOR LIGHT, LOW FUEL INDICATOR LIGHT, FUEL SYSTEM PIPING, CLEAN RADIATOR WATER WITH PERMANENT ANTI -FREEZE, OIL TANK FILLED WITH #2 DIESEL FUEL, EXHAUST SYSTEM PIPING WITH FLEX CONNECTION. 2. AUTOMATIC TRANSFER SWITCH TO BE ASCO SERIES *300 MICROPROCESSOR CONTROLLER, INDOOR CONSTRUCTION WITH ALL STANDARD FEATURES PLUS OPTIONAL ACCESSORIES B11 G, 14AA/14BA, ASCO PULSAR #450 - ASSEMBLY CAT. No. 300+13+3 - 600 +C+1 +X - E - 11 BG/14AA/14BA/2 EXW300, 20BY/I20V, 30, 4W, 60 Hz, NRG BATTERY CHARGER, 42.0 KAIC 3. EMERGENCY SYSTEM TO BE COMPLETE IN ALL RESPECTS AND PLACED IN FIRST CLASS OPERATING CONDITION. I FEEDER CIRCUIT BREAKERS #6 thru #17 - EA. 225/3P (TYP (17) BREAKERS) 2000 AMP MAIN BUSES 2000 AMP NEUT BUS r 225 AMP EQ GND BAR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 i00/3PJ 125/3P STO 1000/3PJ 400/3PJ 100/3PJ 100/3P� 125/3PJ 125/3P� 125/3PJ 125/3P� 125/3P� 12513P) 125/3P ) I I I SPACE TVSS UNIT 208/120V, 30, 4W MOUNTED INSIDE SWITCHBOARD COMPARTMENT SWITCHBOARD SERVICE WALL MOUNTED BREAK GLASS + STATION OUTSIDE ELECTRICAL A DISTRIBUTION ROOM (E) ENGINE START-UP CONTACT Z a 0 r + J V 0 0 t� T Q W w 0 N M A it 1.1/4"C, 3 #2 + #6 GND TO FIRE ALARM SYSTEM CONTROL PANEL - 3/4"C, WITH SYSTEM WIRING FOR ELEVATOR RECALL & SHUTDOWN IDCA - 50 KA AT 240 VOLT, UL, EMS, SYM (N) 600 AMP, 3P + SN EMERG SYS. AUTO-TRANSF (N/E) SWT WITH OVERLAP NEUTRAL NEMA i ENCLOSURE, EXERCISE CLOCK, OPERATION & CONTROL RELAYS, SYSTEM METERS AUTO-TRANSF SWT MONITORING PANEL TO EMERGENCY POWER SYSTEM REMOTE MONITORING PANEL IN 1st FLOOR RECEPTION AREA (2) 1 "C, WITH SYSTEM WIRING 2"C, 4 #1/0 + #6 GND, (TYP (15) FEEDERS) (17) 30, 4W + EQ GND FEEDERS SERVICE APT PANELS 1st, 2nd & 3rd FLOORS SEE ELECTRICAL FLOOR PLANS, TYP PANEL FEEDER RISER DIAGRAMS FUSED SAF SWT (ELEV. MACH RM) 200A/3P 125 AMP TDDE FEEDER CIRCUIT BREAKERS #18 thru #24 - EA. 225/3P (TYP (7) BREAKERS) I20 I21 I22 I23 I24 125/3P 125/3P } 125/3PJ 125/3P J 125/3P j 2-C, 4 #1/0 + #6 GND, (TYP (17) FEEDERS) (7) 30, 4W + EQ GND FEEDERS SERVICE APT PANELS 2nd & 3rd FLOORS SEE ELECTRICAL FLOOR PANS, TYP PANEL FEEDER RISER DIAGRAMS HOUSE SERVICE DISTRIBUTION PANEL HSPA 208Y12OV, 30, 4W + EQ GND BUS {LEFT SIDE ELECTRIC DISTRIBUTION RM - 1 st FLR) 1SGA - 50 KA AT 240 VAC, UL, RMS, SYM 1.1 /4"c, 3 #2 + #6 GND 225/313 I 1 b\\ 100/3PJ I2 b\ 150/3PJ I3 b\ 100/3P I4 j56 b b 11 100/3P) 400/3PJ \ 100/3P �7 11 b 600/3P) 100/3P ELEV. CONTROLLER (ELEV. MACH RM) JJJJJJ // JJJJJJ //J//J 1.1 /4"C, 3 #2 + #6 GND t9 Z O Z Z a Z JD Z c� O Z + % + + + z VI I + a W. v4k 4 9 + o + + ELEV. #1 o 0 9 d � 9 30 HP,# st et N ,. et et 208V, 30 v V IT s v v v N v ir lel IV ,.0 V r r N r T W I EMERGENCY DISTRIBUTION PANEL LSMP 208Y/120V, 30, 4W + EQ GND BUS (LEFT SIDE ELECTRIC DISTRIBUTION RM - 1st FLR) ISCA - 50 KA AT 240 VOLT, UL, RMS, SYM 600/3P� MAIN BRKR i 1 2 3 114 51 6\ 400/3P� 150/3P� 150/3PJ 100/3PJ \ 100/3PJ 100/3 J // O O SPACE SPACE + a a J p W W 20 c I o W + + Iv o 0 SEE LSMP PANEL SCHEDULE ON v ak DRAWING E1.3.0 FOR ADDITIONAL d CIRCUITS N N J -1 J 2 2 2 L IL IL Q Q Q In In PANEL LS2A PANEL KP2 PANEL LS20 2nd FLR Kitchen 2nd FLR Left Side Left Side Right Side 208Y/12OV, 208Y/12OV, 20BY/12OV, 30,4W+ 30,4W+ 30,4W+ EQ GND BAR EQ GND BAR EQ GND BAR 22.0 KAIC 22.0 KAIC 22.0 KAIC IL IL IL IL IL IL IL IL d a a a a a a a a a N O 1q g N r r S r Ip tp ISO AMP EQ GND BUS 600 AMP NEUT BUS 600 AMP MAIN BUSES PANEL KP PANEL HP1A PANEL HP1C PANEL HP2A PANEL HP3A PANEL HPR PANEL HP1E PANEL HPR2 PANEL SLP Kitchen 1 st FLR 1 st FLR 2nd FLR 3rd FLR 1 st FLR 1 st FLR 3rd FLR 1 st FLR Left Side Left Side Left Side Left Side Left Side Left Side Left Side Left Side ELEC. RM 208Y/12OV, 208Y/12OV, 208Y/12OV, 208Y/12OV, 208Y/12OV, 208Y/12OV, 20BY/12OV, 208Y/12OV, LEFT SIDE 30, 4W + 30, 4W + 30, 4W + 30, 4W + 30, 4W + 30, 4W + 30, 4W + 30, 4W + 208Y/12OV, EQ GND BAR EQ GND BAR EQ GND BAR EQ GND BAR EQ GND BAR EQ GND BAR EQ GND BAR EQ GND BAR 30, 4W + 22.0 KAIC 22.0 KAIC 50.0 KAIC 42.0 KAIC 22.0 KAIC 42.0 KAIC 50.0 KAIC 22.0 KAIC EQ GND BAR 50.0 KAIC 225 AMP EQ GND BUS 1000 AMP NEUT BUS 1000 AMP MAIN BUSES PLOT DATE 06-05-07 0 Copyright 2007 a r c n i t e c t u r e, e n g I R toeer0 pm to s i g n+ I a n d p 1 95216 RWV= g aid., P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f 5 5 5 rx w w w U 3 w U w 3 w U w w w U O C7 A cn �W' P4 U O L7 Q v, w 04 U O C/I C7 A un VW' � H 0 O H U O A w O w a w A A A a P` a A A U) rn rn(n�� cn CA rn rn r� un r� v2 CIO un - - - - O O O O O 1:? O 1:?�y M �D O � ,-� N N - o 0 0 0 0 0 0 ROBERT MUNROE PE #33868 N projed m di wn 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ soda AS NOTED Wpv*vd TJCI El m 5.0 1 2 3 4 5 6. 6 A C E m O12 0d�0 m a W Q IC f~n +fA Ocla W C O � d W W W m Q00 Z V 0 Z 4 !L o�gm am�� Zv-Z a~Wv cc H v d Z - a 0 d 0 SWITCHBOARD CABLE ENTRANCE — SECTION - PROVIDE TERMINATIONS FOR ALL CONDUCTORS 11 800/3P i c n INDOOR FLOOR MOUNTED ON CONCRETE PAD ELEC. DISTRIBUTION SWITCHBOARD MDPB (1 st FLR PANEL RM - Right Side) ICA - 22.0 KA AT 240 VOLT, UL, RMS, SYM 2000 AMP MAIN BUSES 2000 AMP NEUT BUS r-- 225 AMP EQ GND BAR I3 �4 I5 I6 17 I8 �9 II0 111 112 113 114 115 116 1 17 118 119 I20 1 21 1 22 13 124 �25 1 26 �27 I28 129 I30 131 STO P P) P / P) / P) / / � P) P P / P) / / P) P / / / 25/3P 125/3P 125/3P 125/3P 125/3P 125/3P 125/3P 125/3P 125/3P 12513P 125/3P 125/3P 125/3P 125/3P 125/3P 125/3P 125/3P 125/3P 125/3P 125/3P 125/3P 125/3P 125/3P '25/3P 125/3P 125/3P 125/3P 125/3P 125/3P a 0 SPACE SPACE SPACE C G C G Z Z G G C G G 0 C 0 G G Z Z Z Z Z Z c7 O Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z O C7 C9 oil t7 m m oil oilt7 oil OR oilt7 t7 oil OR C7 C7 C'f 0 owl on c9 t7 4 a m *k m m m m m m m m m Z w w % 9 % c + 0 + o + + + + + O O + + + + + + + + + + + + + + + + + + r � O O O O O r r O O O O O O O O O O O O O O O O O O O r r r r r r r r r r r r r r r r r r r r r r r + N) M g ci v cs ci ci N N c; d d d c; c; c; u u ci c u cs cn ci cs d Ci N N N N N N N N N N N N N N N N N N N N N N N TVSS UNIT IN r g SWITCHBOARD COMPT if v SWITCHBOARD SERVICE a PROTECTION W v d N 2" FINISHED FLOOR r. .A 1 n S A w ,1 d N� fn,'�. c2 M2 fn2 yg c cc me 09 0 O 09 Opp 09 00 00 a s 00 00 00 A a j a a -1 a -1 a A a SWITCHBOARD CONC. PAD - ANCHOR IL p 133 v G a C v INTO FLOOR CONSTRUCTION as N a!s y H ali 0 o'j H ail H v R v C C w O 10 N WIc A it th W J W cc, W W N W *: v Z 3/4- TO FIRE ALARM SYSTEM CONTROL W W W Z W W W r W r W W fnW Zfi IL ZIL HL6 to IL Z 0' PANEL, SHUTDOWN WITH SYSTEM WIRING W- d a -1 9-1 W W-1 a m FUSED SAF SWT Z Z Z Z Z Z Z Z0 m p (ELEV. MACH RM) d 4 a d a d Q d d d d d a v� dd ad =4 a'd IL dCC d r C 200A/3P Z cc W I 1 1 W F. 1 1-5 W N� y �wC11d 1Yd Od Md Md Z Z2 WK Ww ILR WIC WB WR 125AMP WO �O �0 �O WO WO W J 249 TDDE W d L N6 W L6 d G Z Z V W C* 16 W �W O W d W d W W 0 1-1 /4"C, 3 #2 + W +' W ,�, W 'J W W id (A JZ #6GND t0')W NW ;rW NW 107W OW (a in H N (a IL ELEV. CONTROLLER N N N N T Z {ELEV. MACH RM) aD N N co O CA c 1-1 /4"C, 3 #2 + .. N 0 1- y #6 GND ELEV. #2 30 HP, 208V, 30 HOUSE SERVICE DISTRIBUTION PANEL RSPB 208Y120V, 30, 4W + EQ GND BUS (RIGHT SIDE PANEL RM - 1 st FLR) ISCA - 22.0 KA AT 240 VOLT UL, RMS, SYM �1 �2\ j 3 �14 �51 I6\ 100/3P ) 400/3P ) 100/3 100/3J 600/3P� 225/3P ) I � / J 1 I SPA /CE vZ + + + + 9 c c cil % �j d d d d v v r r r r �0 r r r r O O O O 0 IL L a a 4 a a O O O O t000 PANEL HPi B PANEL HP1 D PANEL HP2B PANEL HP30 PANEL HPR3 1 st FLR 1 st FLR 2nd FLR 3rd FLR 3rd FLR Right Side Right Side Right Side Right Side Right Side 20BY/12OV, 208Y/12OV, 208Y/12OV, 208Y/12OV, 208Y/12OV, 30, 4W + 30, 4W + 30, 4W + 30, 4W + 30, 4W + EQ GND BAR EQ GND BAR EQ GND BAR EQ GND BAR EQ GND BAR 22.0 KAIC 22.0 KAIC 22.0 KAIC 22.0 KAIC 22.0 KAIC 150 AMP EQ GND BUS 800 AMP NEUT BUS 800 AMP MAIN RUSES S/L ELECTRIC DISTRIBUTION DIAGRAM (Right Side) SCALE: NONE NOTE: 1. SYSTEM NEUTRAL CONDUCTORS, GROUND CONDUTCORS, A CONNECTIONS NOT INDICATED. PLOT DATE 06-05-07 © Copyright 2007 a r c n i t e c t u r e, e n g I nteeerr pfi to s i g n+ I a n d p 1 9525 MN=fig 9d., P.O. box 667 Hoiicong, PA 18928-0667 215 794 1925 p 215 794 1926 f k 5 5W 5W z z w z w E-,w U U U E- E w a; 0 E~ w Ix 0 C7 z 0 w c� 3 Q c�7 Orx 0 4. 3 Q c�7 O 0 W. 3 Q C�7 Ord 0 U E~ z Q 0 E~ rs' O Q Q Ow w a a Q Q w w w �D �D �D �:) �D �D �D "D cn U) cn &n CIO U� U� cn cn Gn an M Gn rn rn v5 o 0 0 0 0 0 0 0 NM N IC O N vi O O M IT — 'r, C?N NA A v3 �c o 0 0 0 0 0 Cl �C MM 0L- iv t0A c 0 I) .c W C N 0 a) c n 3 0 0 �c �N N N c 0 L C 0 0 c - -a �c 0 M .c 30 W 0 c 0 (0 aE c'a L a) a� -c .0 N 0- 0 � 0 'a a m N > N >' n_ 0 r- c 0 m N E -a 0 c f4 � J 41 N J 0 U W N Q47- U 0 N L co y w co Y� 0 !Y N Q L 2 J c U 0 d N 0 U) c ,- 0 0 U c f0 00. to 0 c � •rn m[ L a) C m T3 ROBERT MUNROi-a— c 3868 a tl; I Z c a/r` 3 a c 4 c N CC �L a c project nm di w. 0722 R. LAWS June 5, 2007 ITJC / ABJ / DCJ AS NOTED TJCI • shed IIO. E I n 6.0 fTs O iv U) C 0 0- U) N N c t0 W� .c m N t -cU) 0 L 0 M U f6 C C 0 0 �U N N 7 c 0 U) c E C U 0 0 N N 0 � U c N ro 0 a0 N N L Q. � N > N rc �r a� C L a L 0 � N 4 c t- 0 Lh c N N •E L -a C �g c U r J � 00 U) 0) 3 00 Q c d0 01U U Q L. 0 w Q 2� O J Q � J = t0 Uj lL 0 QQ@ L UO�o U) O U Q 00 N O E Q Q O = c N LL. E g33 Q m m iv a aJ � m � o°�E 0, U) 00� +� .c -0 � � Q 0 Q rn U aQ 4 5 0 0 UNDERGROUND & CONCEALED IN VERTICAL WALL CONSTRUCTION C AUXILIARY GUTTER SPACE FEEDER CABLE SPLICES #2 NEUTRAL CONDUCTOR #6 EQUIPMENT GROUND CONDUCTOR CONCEALED IN VERTICAL WALL CONSTRUCTION AUXILIARY GUTTER SPACE FEEDER CABLE SPLICES #2 NEUTRAL CONDUCTOR #6 EQUIPMENT GROUND CONDUCTOR CONCEALED IN VERTICAL WALL CONSTRUCTION #2 NEUTRAL GROUND CONDUCTOR #6 EQUIPMENT GROUND CONDUCTOR E BUILDING MAIN DISTRIBUTION SWITCHBOARDS MDPA & MDPB - PARTIAL DISTRIBUTION DIAGRAM SWITCHBOARD EQUIPMENT GROUND BUS SWITCHBOARD NEUTRAL BUS SWITCHBOARD MAIN BUSES OA/OB CONDUCTORS-2 #2 MAIN BREAKER PANELBOARD SPACE MAIN BUSES NEUTRAL BAR EQUIPMENT GROUND BAR 1 st FLOOR APARTMENT RISER PANEL - 208/120V, 10, 3W + EQUIPMENT GROUND BAR OB ! OC CONDUCTORS - 2 #2 MAIN BREAKER PANELBOARD SPACE MAIN BUSES NEUTRAL BAR EQUIPMENT GROUND BAR 2nd FLOOR APARTMENT RISER PANEL - 208/12OV, 109 3W + EQUIPMENT GROUND BAR OC / OA CONDUCTORS - 2 #1/0 MAIN BREAKER PANELBOARD NEUTRAL BAR EQUIPMENT GROUND BAR 3rd FLOOR APARTMENT STANDARD PANEL - CONSTRUCTION 208/12OV5 109 3W + EQUIPMENT GROUND BAR FEEDER RISER DIAGRAM FOR (3) VERTICAL PANELS LOCATED IN 1st, 2nd � 3rd FLOOR APARTMENTS SCALE: NONE NOTES: 1. TYPICAL FOR (12) 3 STORY APARTMENT RISERS FROM DISTRIBUTION SWITCHBOARD MDPA & (16) 3 STORY APARTMENT RISERS FROM DISTRIBUTION SWITCHBOARD MDPB. 2. REFER TO ELECTRICAL PLANS FOR PANELBOARD LOCATION AND IDENTIFICATIONS. 3. REFER TO PANELBOARD SCHEDULES ON DRAWING E1.3.0 F 125/3PJ n UNDERGROUND & CONCEALED IN VERTICAL WALL CONSTRUCTION AUXILIARY GUTTER SPACE FEEDER CABLE SPLICES #2 NEUTRAL CONDUCTOR #6 EQUIPMENT GROUND CONDUCTOR CONCEALED IN VERTICAL WALL CONSTRUCTION 100A/2P #2 NEUTRAL GROUND CONDUCTOR #6 EQUIPMENT GROUND CONDUCTOR BUILDING MAIN DISTRIBUTION SWITCHBOARDS MDPA & MDPB - PARTIAL DISTRIBUTION DIAGRAM SWITCHBOARD EQUIPMENT GROUND BUS SWITCHBOARD NEUTRAL BUS SWITCHBOARD MAIN BUSES OA / 00 CONDUCTORS - 2 #12 OOA/2P MAIN BREAKER PANELBOARD SPACE MAIN BUSES NEUTRAL BAR EQUIPMENT GROUND BAR 2nd FLOOR APARTMENT RISER PANEL - 208/12OV, 109 3W + EQUIPMENT GROUND BAR OB / OC CONDUCTORS - 2 #2 MAIN BREAKER PANELBOARD NEUTRAL BAR EQUIPMENT GROUND BAR 3rd FLOOR APARTMENT STANDARD PANEL - CONSTRUCTION 208/120V, 10, 3W + EQUIPMENT GROUND BAR FEEDER RISER DIAGRAM FOR (2) VERTICAL PANELS LOCATED IN 2nd & 3rd FLOOR APARTMENTS SCALE: NONE NOTES: 1. TYPICAL FOR (16) 3 STORY APARTMENT RISERS FROM DISTRIBUTION SWITCHBOARD MDPA & (4) 2 STORY APARTMENT RISERS FROM DISTRIBUTION SWITCHBOARD MDPB. 2. REFER TO ELECTRICAL PLANS FOR PANELBOARD LOCATION AND IDENTIFICATIONS. 3. REFER TO PANELBOARD SCHEDULES ON DRAWING E1.3.0 UNDERGROUND & CONCEALED IN VERTICAL WALL CONSTRUCTION #1 NEUTRAL GROUND CONDUCTOR #6 EQUIPMENT GROUND CONDUCTOR BUILDING MAIN DISTRIBUTION SWITCHBOARDS MDPA & MDPB - PARTIAL DISTRIBUTION DIAGRAM SWITCHBOARD EQUIPMENT GROUND BUS SWITCHBOARD NEUTRAL BUS SWITCHBOARD MAIN BUSES 100A/2P m L4 I MAIN BREAKER STANDARD PANELBOARD CONSTRUCTION MAIN BUSES NEUTRAL BAR EQUIPMENT GROUND BAR SINGLE APARTMENT PANEL (TYPICAL) 208/12OV, 10, 3W + EQUIPMENT GROUND BAR APARTMENT RISER PANEL DIAGRAM SCALE: NONE NOTES: 1. TYPICAL APARTMENT UNIT RISER PANELBOARDS - 100 AMP,1 O, 3W EQUIPMENT GROUND BAR - FLUSH WALL MOUNTED. 2. PANELBOARDS TO BE EQUAL TO SQUARE D Co. MANUFACTURER. 3. 100 AMP, 2 POLE MAIN CIRCUIT BREAKERS. 4. 16 BRANCH CIRCUIT BREAKER SPACE. 5. MAXIMUM BRANCH CIRCUIT BREAKER 80 AMP, Q0130M150 6. COVER CATALOG No. Q062OUFWG 7. #2 MAXIMUM TAP -OFF CONDUCTORS S. (4) 5DGT, 30020 TAP KITS 9. GL-QOGL20INTERIOR 10. EQUIPMENT GROUND BAR KIT CATALOG #PKI5GTA 11. COPPER BUSES 12. 10.0 KAIC 13. PANEL ASSEMBLY DIMENSIONS: 27.1/2" Wide x 3.3/4' Deep - HEIGHT DETERMINED BY QUANTITY OF CIRCUIT BREAKERS. PLOT DATE 06-05-07 © Copyright 2007 a r c h i t e c t u r e, e n g 1 R to aer r p fi t e s i g n+ I a n d p 1 0525 PlWbaRg 9d., P.O. box 667 Hollcong. PA 18928-0667 215 7941925 p 215 794 1926 f W W W 5 5 5 w w w H U U O U H U O a O 4-, a O w O H FO t7 P4 L7 3 QQ 04 r0 C7 3 O P4 0 H z O Q P4 � � H W O w C1 M q a P, P. fa Q � � � � � � �D �D cn (4 U) (4 CA CA cli m o 0 0 0 0 0 0 0 N N N Wn CDM C) 'IT h O , , o O o 0 0 0 0 �3 00 +� L (D cn c O L roa 0 U C .'a >+ c o co L N c _0 L W 0 C 0 O E C 'D 'L N 0 4L L E 0 0 L N to U C O 0 ro N > N >' .0 C +j ro 0 `- C 0 ro .� E ro0 cc ro-0 JU)J 7 CE W 0 Q U a ro Or Q c W ro Y6 O Q _ .,.., J C L O 11 0 20 Q +' �70 c ,�. O 0 U C N ro 0 c 0. 0 U) c C O E ro� ROBERT MUNROE PE *33868 m v� c L r L 3 N c c 0 N t0 E prof d m drawn by: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI • Am no. Ei m7mO ro L O U) C 0 0. N N N .0 a C ro 'r- (D > L (p 0 L N 0 i �0 C U roro C C 0 0 cc U m :3 c =o U) cE m -0 ui ro C U 0 U)m 0 N 0 N U c c 0 co � Q. U L � � a 0 > Ao' W ro L z= �r N N Q> 4N C 70 L 0) 0 'r- U) 4_ 6 .N N E N .0C E0 C L 0 c�v L J -0 0. J ,cFO 00 � 0) 3 00 0) c 0.0� mw U 2 W 0_ =�o UQ� J= ro ( ui 0 a-Q. QQ m L 0 U) co0U Q 0 0 U)0 Y 2) F F- E O Q Q a = c 0 J 0 l^L + E LL 'L 2 3 z QNrn N c �.0 L N 7 0 0 E 0 , N a 00 +� L -0 L 3 °- °' 0 .L L 0- 0 aQ 1 2 3 4 5 0 Xi START / STOP PUSH BUTTON STATION BUILT INTO FIREFIGHTERS CONTROL PANEL IN 1st FLR LOBBY FIRE ALARM SYSTEM ATRIUM SMOKE SENSOR CONTACT 1 FUSE .5 AMP 208 VOLT FROM STARTER 208V FUSE 120V 1.0 AMP r— — START L — { STOP �� 7� � I Mi -off10 I I L _ — FUSE .5 AMP _ 100 VA FUSED CONTROL POWER TRANSFORMER INSIDE STARTER X2 PILOT LT IN J STARTER COVER M OL OL OL O—) i PILOT LT CONTACT 0-1 M2 CONTROL CONTACT SPARE CONTACTS Prr PILOT LT WITH PTT BUILT INTO FIREFIGHTERS CONTROL STATION IN 1st FLOOR LOBBY SUPPLY FAN-1 SCHEMATIC CONTROL DIAGRAM SCALE: NONE F I 1 FUSE .5 AMP 208 VOLT FROM STARTER 208V FUSE .5 AMP 100 VA FUSED CONTROL POWER TpAut-cJ%M&M=e small%C BARTER I PILOT LT IN STARTER COVER PILOT LT CONTACT SPARE AUX CONTACTS WITH Prr BUILT ....., FIGHTE S CONTROL STATION IN i st FLOOR LOBBY SMOKE EXHAUST FAN-1 SCHEMATIC CONTROL DIAGRAM SCALE: NONE HOOD GAS SUPPLY SOLENOID VALVE CONTROL CONTACT HOOD FIRE EXTINGUISHING SYSTEM AUXILIARY CONTROL CONTACT VENDOR WIRING KIT WIRING UNIT SHUTDOWN THRU CONTROL CONTACT IN FIRE ALARM CONTROL PANEL F------ START STOP I M2 KITCHEN HOOD MAU-1 UNIT CONTROL PANEL WITH MOTOR STARTERS, ETC. INSIDE UNIT HOUSING ON ROOF - SEE VENDORS WIRING DIAGRAMS FOR REMOTE CONTROL WIRING & CONNECTIONS - MODIFY DIAGRAM AS REQUIRED L_ PTr � R KITCHEN HOOD MAU-1 UNIT REMOTE CONTROL STA WITH PILOT LGT / PTT BUILT INTO FACE OF HOOD BY ELECTRICAL CONTRACTOR MAKE UP AIR UNIT- l SCHEMATIC CONTROL DIAGRAM SCALE: NONE PX,XX 12OV. 20A 24 HR, 7 DAY DIGITAL TIME CLOCK PHOTOCELL INSTALL ON BUILDING NORTH WALL EXTERIOR LIGHTING 4 CONTROL DIAGRAM .8.0 SCALE: NONE N. EXTERIOR LIGHTS PLOT DATE 06-05-07 © Copyright 2007 a r c n I t e c t u r e, e n g I R toaerr psv to s i g n+ I a n d p 1 9525 Iblkeng $d., P.O. box 667 Holiaong, PA 18928-0667 215 794 1925 p 215 7941926 f k W W W s W5w� w� z z z ° U w U 0w �P4z w U w w U 0 w to C7 Q W rx tea' U 0 w Ul C7 a Q a tea' U 0 w vD C7 Q WW c4 F 0 U 0 U Q W 0 Ln U1 p a w Ca Q Q as P. P. m m w w w w w w w w �D �D �D �D �D UD UD Cn� Cn Ln� Cn o 0 0 0 0 0 0 0 N N M N N O �M O o 0 0 0 0 0 0 ROBERT MUNROE PE #33868 Project no. drawn by: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ soda AS NOTED TJCI W. Mad no. Ei m8mO L .0 Urr C (0 m 0 L 4 N N C a) mr N C ro O 3 00 +� C �+ N a) m ZC O L roC `00 C U . -0 >> C 0 ro L N 3C O U) 0 C N N aE c'D L 41 r r �+ E O 0 L U C O CL ro m > a) C .� ro 0� C 0 >"o ro? E 0 C c ro a) JN J 7 �E W a) Q U O N 0 +� Q C W ro Y� � .o Q-C T- ' J C LL O Q_ U O Q c 0 0 U C ro a). cn O C ao O C L C +� 0 a) E ro� N ro (n L N O C a) C N C ^3' A0 W W L. C: a O C U ro ro L- a) 'c ro > E� a) C L (0 0 L -0 0 ro U ro 0 0 �U co vi :3 C N mC c3o Nro C U 0 U)N N N O ) U C C a) Q U r � � a a) -o > a) ro .0 N L N N �c a 0)r o 'r- U) 4 c � .N Lh c NE a) -0 coo C U 0 (U .c L J � 00 (n C 0) 00 0) U) U In 0 W O 2 � o U Q .n J = ro vi U-0 a w� a QQro L O U) O n0 _U Q 0 0 U)Y N '- N �E L Q Qo ICa�i J a) +_ WE 'f_ Q N 0 � U) � N C o ro E O , N +� 'N 00� r *� m30 Q t U) Ua_ Q� 17 2 3 4 5 N 7 0 C EMT ELEC. RISER (TYP) PA1.14 PB-12 U.G. PANEL FEEDER FLOUTING, PVC (TYP) ELEC. HTR HPi A-33,3S (2) 2"C, WITH PULL STRING, CAPPED E UNDERGROUND FOR SITE LIGHTS ��— u PS-12 r J r� Fa UNDERGROUND (3) 4" EMPTY PVC COMMUNICATION SYSTEMS CONDUIT CAP UNDERGROUND FOR EXTENSION BY SYSTEMS CONTRACTORS 1 FIRST FLOOR PLAN E2.1.0 SCALE: 3/32" = 1'-0" oo oa :oo corn NOTES: 1. SEE DRAWINGS E3.1.0, E3.2.0 & E3.3.0 FOR UNIT DETAILS. 2. FOR LIVING UNIT AND CORRIDOR UNIT HVAC SYSTEMS WIRING DIAGRAM SEE MECHANICAL SPECIFICATIONS. UNIT PANEL (TYP) PA2.14 MC. HTR HP1 D-11,13 PB-12 UNDERGROUND UNIT DISTRIBUTION SYSTEM, RACK CONDUITS ON PVC SPACER RACKS (TYP) PB-12 ELEC. HTR HP1 D-12,14 PLOT DATE 06-05-07 0 Copyright 2007 a r c n l t e c t u r e, e n g 1 R toaer0 pin aje s i g n+ I a n d p 1 9525 ilol&N ga., P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f k w w w E~ w w w U U U E O w O w O w O U O E U w U w ' z W P: f� P'4 G4 Q a F p; w �1 ra Q P. a. a, �D �D �D �D �D �D U U U) U� U� V) O O � N O CM 4 O N N M ' �n �D 0 0 0 0 0 0 0 ROBERT MUNROE PE #33868 aC W 3 0 d z a J d cc IL H LL J a W J W a 0 0 U L C m m 0 L a) m C a) 0).0 0 0 0 +� L >+ N 0 to -CC 0 L 00 C U >. C `00 L C 30 L 'N 'L 0 ns E c� L 0 41 r E 0 0 L Q) u) U C 7 O "a :P (0 N > 0 >' C +� a) 0 `- C 0 >,-0 ti) E -a 0 C C (a a) _m � N J 7 E W 0 Q� U 0 0 o Q q C W trs Y .Q � .o Q-C 2 +' J C U 0 11 N O Q :E �a CO C ,_ O O U C ro O. 0 0 C L O Q a) C .0 0 +� E N � a) m N L fA 0 0 C C 0 � N a) a) C 0 C -a U C f<S (0 .0 a) c N 0 E— L N a) C + U) 0 i '0 0 C U aJ f6 to � C C 0 0 m w A =o N O c E §- a) vi N O N roa) F4> > 00 ~ U C (� N .0 N a 0 w> 0 to N a)m a)U) C C Q� ^/ 0 �I .0 Am Z T-N 4 O I Lh N E C E� w o C U � J � _y a J G� MU).0 A 0) 00Q� O/ a o a) !�M 0) U)U L 0 �j .V W 0 0 U Q CD A J=N vi i o aL ��a QQO O4-o U) O U Q 0 0 O U)Y.Tt Project nm drown by: 0722 R. LAWS June 5, 2007 . TJC / ABJ / DCJ AS NOTED TJCI • almet no. E2m I mO L Q Q = C (D Q N fA U)a) U) L Q � � N � O 0 E C) 00 a -C._ Q °) 3 0 'L Q +�+ in U QQ I 2 3 V. 7 0 SECOND FLOOR PLAN E2.2.0 SCALE: 3/32" = l'-O" ANEL (TYP) NOTES: 1. SEE DRAWINGS E3.1.0, E3.2.0 A E3.3.0 FOR UNIT DETAILS. 2. FOR LIVING UNIT AND CORRIDOR UNIT HVAC SYSTEMS WIRING DIAGRAM SEE MECHANICAL SPECIFICATIONS. PLOT DATE 06-05-07 © Copyright 2007 a rch i t e c t u re, en g t in to eer r 0 fi aj e s i g n+ I a n d p 1 9525 riol&N gd., P.O. box 667 Holicong, PA 18928-0667 215 7941925 p 215 794 1926 f W W W 5 5 5 w w w U U U U E� O O O O O w U O w U O w w O A O A 0� O A 04 O 0 U Q Q a O w w E-1 0� a; A w, A A A w a a A A w w w w w w w w R 0 C 0 0 0 0 0 N N •--i N O M •-- O ROBERT MUNROE PE #33868 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI W. fl0. E2m2mO a L 4L (n >1c c3 a) � L o .0 c N 0).0 O O C 0 0 +- c U) u) L c *' 0 L •— N a L C 0 0 C 0 'o _ �c o tQ L u) C O L •N a) E C_ a L a) Qi +4+ L E a) 0 L a `-- a) 0 0 C 0 0 a .c �> a) C 41m O4- c: 0 M .o E -0 0 c c ns a) JW J UE W a) Q.t: U0 0 Q a C W N Y� � .o Q L 2 +' J C W O N 0 Q +' F- a c 0 0 0 C a) N a u) 0 c ao a)U) .c C E 4- a) M L t C L u) +� C 0 0_ N a) a) c a) ca 0 c 0 @ a3 •L tH� a) ^L^,, E1 E L M a) c N 0 i a 0 C U aJ (tf uJ � 0 0 �U 4-1 vi �o m a) CE f39 a as a) u) � C U o W N a) a) O a) c a) ti5 a) O 0 a) a) L Q F- a) a > a) M L U) L a) N N m �. l= P� L Qa �N 4 c .0 �_ a) NE ma � C E C L 0 a) 3 ro C U o(j•c L J -0 QJ 4T co in -c 0) co m �U) a) (A W 0 2 I— 0 J = N vi U- o a Q Q co L U0O U) O U Q 0 0 O u) W N I— E -- L = c o J a) +_ u^LL+L E �33 Q N 0 N L� Q� a) oa)E C)•, W N — Ooa) � -c r '3 a 0 QaU) t= _ U aQ 1 2 3 4 5 6 n C 0 E F �I ;1 THIRD FLOOR PLAN E2.3.0 SCALE: 3/32- = 1'-0- ANEL (TYP) EC. HTR '3B-27,29 EC. HTR 3B-28,30 NOTES: 1. SEE DRAWINGS E3.1.0, E3.2.0 A E3.3.0 FOR UNIT DETAILS. 2. FOR LIVING UNIT AND CORRIDOR UNIT HVAC SYSTEMS WIRING DIAGRAM SEE MECHANICAL SPECIFICATIONS. PLOT DATE 06-05-07 © Copyright 2007 a r c n i t e c t u r e, e n g j l4 teeer0 pK �e s i g n+ t a n d p 195n r�l�g aid.. P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f k .W S 5 H H H o w w w U U U U F 0 0 0 0 0 U O U O w W O 3 A r� O 3 A a: O 3 A O w � A Q a O a; a: a rya w w w w w w w w w O A �D �D �D un U 0 0 0 0 o R R I:? v� o ROBERT MUNROE PE #33868 project rm drown by: 0722 R. LAWS ddw June 5, 2007 col- come br. TJC / ABJ / DCJ AS NOTED TJCI rm E2m3mO -Ti-F- ZI --_. I. - 1 1 ROOF FLOOR PLAN E2.4.0 SCALE: 3/32" = 1'-0" UNIT # CIRCUIT # WIRE SIZE DISCONNECT CU-1 HPR2-1,3,5 HPR2-2 4 6 1 "C, 3 #6 + G 60A, 3P, NEMA 4X CU-2 HPR2.7 9 11 � � u 1 #6 + C 3 G r 6 A P NEMA 4X 0 3 r � CU-3 HPR2-8,10,12 HPR2.13 15 17 1 "C, 3 #6 + G 60A, 3P, NEMA 4X CU-4 HPR2.14,16,18 HPR2-19 21 23 1 "C, 3 #6 + G 60A, 3P, NEMA 4X CU-5 HPR3.1,3,5 HPR3-2 4 6 1 "C, 3 #6 + G 60A, 3P, NEMA 4X CU-6 HPR3.7,9,11 HPR3.8 10 12 1"C, 3 60A, 3P, NEMA 4X CU-7 HPR3-14,1,18 HPR3-13 1517 1"C, 3 E#6G 60A, 3P, NEMA 4X CU-8 HPR3.19,21,23 HPR3.20 22 24 1-C, 3 #6 + G 60A, 3P, NEMA 4X CU-9 HPR-14,16,18 HPR-19 21 23 1-C, 3 #6 + G 60A, 3P, NEMA 4X CU-10 HPR2.20,22,24 HPR2.25 27 29 1 "C, 3 #6 + G 60A, 3P, NEMA 4X CU-11 HPR3-25,27,29 1 "C, 3 #6 + G 60A, 3P, NEMA 4X CU-12 HPR3.26,28,30 HPR3.31 33 35 1 "C, 3 #6 + G 60A, 3P, NEMA 4X CU-13 HPR2-26,28,30 HPR2-31 33 35 1 "C, 3 #6 + G 60A, 3P, NEMA 4X CU-14 HPR3.32,34,36 VIC, 3 #6 + G 60A, 3P, NEMA 4X CU-15 HPR2-32,34,36 1-C, 3 #6 + G 60A, 3P, NEMA 4X CU-16 HPR2.37,39,41 1 "C, 3 #6 + G 60A, 3P, NEMA 4X CU-17 HPR3-37,39,41 1-C, 3 #6 + G 60A, 3P, NEMA 4X UNIT # CIRCUIT # WIRE SIZE DISCONNECT RTU-1 HPR-1/3/5 111C, 3 #6 + G 60A, 3P, NEMA 4X RT -2 U HPR-2 4 6 u 1 + C 3 #6 G � A P E 60 3 NEMA 4X � r RTU-3 LS2A-5/7/9 1 "C, 3 #6 + G 60A, 3P, NEMA 4X RTU-4 HPR-8/10/12 1 "C, 3 #6 + G 60A, 3P, NEMA 4X MUA-1 HPR-13/15/17 3/40C, 3 #12 + G 60A, 3P, NEMA 4X SF-1 LS2A-6/8/10 1.1/211C, 3 #1/0 + #6 G 150A, 3P, NEMA 4X SEF-1 LS2A-5/7/9 1.1/211C, 3 #1/0 + #6 G 150A, 3P, NEMA 4X SEF-2 LS2A-19/21 /23 1.1 /2"C, 3 #1 /0 + #6 G 150A, 3P, NEMA 4X OHP-1 HP3A-28/30 3/40C, 3 #8 60A, 3P, NEMA 4X OHP-2 HP3A-36/38 3/4'C, 3 #8 60A, 3P, NEMA 4X NOTES: 1. FOR LIVING UNIT AND CORRIDOR UNIT HVAC SYSTEMS WIRING DIAGRAM SEE MECHANICAL SPECIFICATIONS. 2. SEE SPECIFICATIONS FOR CU/FSO AND CU/FXF WIRING DIAGRAMS. PLOT DATE 06-05-07 © Copyright 2007 _ 00 4M c - - - A _ #: N N .. C lt:%:<;: O a) :i-iii:i-c::.pi.-:?:i-i3i5:_i:T:i3iiii:=:Ei:-i:E:iri ._:_:.- ..................._................_._._.-.__.....-........._- _......._.......................... .._...._.. 0 U ❑ r c h i t e c t u r e, e n g IRteeerrplq(§es1gn+Ian c d p 1 9525 W ba ft 9d.. P.O. box 667 O ro Ha)icong. PA 18928-0667 r C 215 794 1925 p 215 794 1926 f 3 0 W W W 5 5 5 W W W U U w U w U w U 3 w P� O 3 w a O w w�� F 3 C�7 O x 3 r-' Ox 3 Ln c�7 0 z A U Q r4 O A A A a P. a A A w w w w w w w w �D A A A �D �D A �D Qn cn cn CA cn cn cn cn cn cn 0 o 0 0 0 0 0 0 n7 M t0 O o O f O ro� ROBERT MUNROE PE #33868 N rn O O r N C N 30 L C C -O c 0_ ro N ro •L L (D Cro C ' L (a Project na di w. hr. 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ scow AS NOTED q*rw*vd TJCI • M E2m4mO N r m 0 N -0 O C U ro ro N y C C 0 0 U (A N 7 C O _ .N rn c me C E N � Q) in ro I C U 0 (n � a) > 0 a) � U U C C a) ro 'O Q a) U L (D a a) o> r me m �a �c �U) ro 4- C _70 Qro . r lA 4- N C O O N 4 C O .0 N L c a� N E a) C a) E� C 0 C U o U L- r J n O. J t�6 00 r a)00 3 Q 0) C (1O m 0) U)U 0 Q 0 gW a UQ� _3 ro J > Uj LL 0 a W�a QQro L UO fA �O Oco c U Q .O o W cnU) M. r L Q ao = C � L^L +�+ LL 'L �33 QNrn 0 N Q� 0 0 E O , N 0O� r .c ±f 0 3 °- r U aQ i J --9 - a T - I. I-._. n I - r- - _.- -- -- - '---.r. 1 rhl :1 LJ E F `a WIRE THRU PHOTOCELL A CONTACTOR TO LSMP-11 1 FIRST FLOOR PLAN E2.5.0 SCALE: 3/32" = 1'-0' m 4 5 L SURFACE CEILING MOUNTED OCCUPANCY SENSORS WIRED TO CONTROL ALL TYPE T LIGHT FIXTURES IN LIVING UNIT HALLWAYS. UNOCCUPIED TIMED "OFF" 20 MINUTES - HUBBELL #H-MOSS MOTION SWITCHING SYSTEMS OS FLUSH WALL MOUNTED COMBINATION SINGLE POLE WALL SWITCH AND OCCUPANCY SENSOR - WIRED TO AUTOMATICALLY CONTROL ROOM LIGHTS. UNOCCUPIED TIMED "OFF' 20 MINUTES HUBBELL #WSS1200 unTs:. ELECTRIC )R 2 WAY 0 NOTE: 1. SEE DRAWINGS E3.1.0, E3.2.0 & E3.3.0 FOR UNIT DETAILS. WIRE THRU PHOTOCELL & CONTACTOR TO LSMP-21 HIRE THRU PHOTOCELL & CONTACTOR TO LSMP-21 PLOT DATE 06-05-07 0 Copyright 2007 a r c n i t e c t u r e, e n g 1 n to a er 0 0.1n t e s i g n+ I a n d p 1 9525 peon gd., P.O. box 667 Hollcong, PA 18928-0667 215 794 1925 p 215 794 1926 f k W W W 5 5 F-+ F-� F• O W W W U U U F-� 3 � w U 0 3 w U 0 owl w w 0� r0 3 Q O 3 Q v; a r0 3 a rn rn p", U O H z q U O q O w a o Q Q Q P, a a-, Q Q w w w w w w w w q �D q �:) q �:) q �D vo cn Ln(A V) cn 0 rn N N N O OM 4 O .--� O O O O O O O ROBERT MUNROE PE #33B6B N project m &aw. by: 0722 R. LAWS ITJC June 5, 2007 / ABJ / DCJ AS NOTED TJCI • rm E2m5mO a) 3 00 ++ L �N a) U) c a) 0 ro� �c 0 0 O oro .c N 3c O ` .N 0 O t a) a E C 'o L Z L a) O L 4- a) cn 0 c 7 0 am t0 a) > a) >' .0O .«1 ro 0 `-- O O >,-0 to A) E lLs -a 0 c O ro a) J J 7 U E W 0 Qtt= U 0 0.N U) .r Q c C W ro Y� � .o Qz 2 +' J c W O aU) 0 Q �a co a ,- O 0 U C a) ro a0 Oc ao c .cc � a) .E ro a) ro cn L m c ~ O 3a mU) c ` . o ro� c -0 0 O U ro ro 'L y>1 �) �L ro a) > E L (Q a) L L m 0 m L .0 O c U cn roro 2 0 0 �U 0 c 0 U) O) 0 C N� a) N ro O 0 0 N N O a) c a) CU 0 O- U a) � L a � a) �ro L a)cu co � N O) 4ZC Q � a) L �Lo .0 �c N •E a) .0c E °' o a ,J .0 00 (n L 0) 00 d0 0Q0 W a 2 � O UQ2 J = ro uS LL 0 �a 2Cal QQro O o U) 0 Q _0 0 O N Y N N FEZ Qo = C a) J a) V tL E Ca �L C Q 0 W 0 N a L N 7 00E O N N 3 'ro 0 0 +� L O L *' a 0 ar rn U aQ 1 2 4 5 5-1 7 N. NOTE: 1. SEE DRAWINGS E3.1.0, E3.2.0 A E3.3.0 FOR UNIT DETAILS. A Ic E F SECOND FLOOR PLAN E2.6.0 � SCALE: 3/32" = V-0" PLOT DATE 06-05-07 © Copyright 2007 a r c n i t e c t u r e, e n g 1n toeerrpfi gesign+Ian d p 1 9525 WiibaHg 9d.. P.O. box 667 Holicong. PA 18928-0667 215 794 1925 p 215 794 1926 f it '3C W W W w w w U U U U E� 3 > 9 0 3 > o H O 3 CC7 O G 3 C�7 O 3 (D 0 z U Q O 94 A A A a a a A A w w w w w w w w �D �D �D �D �D U) U) CA o 0 0 0 0 0 0 0 N � N O p � kn o ROBERT MUNROE PE #33868 d O a 0 a a Z � � N U � A o � z o � J r� � LL � F a W N A J � V C) a v � W � J A W a proled m drown by: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI n0. E2m6mO 1 I 2 I 3 I 4 I 5 I 6 I 7 I B A A L11 E F NOTE: 1. SEE DRAWINGS E3.1.0, E3.2.0 & E3.3.0 FOR UNIT DETAILS. 0 0 Vil T8 STRIP LIGHTS ® ® ® ® UNIT TYPE "A-2" UNIT #341 2 BED/2 BATH HP36-33 UNIT TYPE "A-2" PARTIAL PLAN UPPER ATRIUM UNIT UNIT TYPE "A-1" UNIT TYPE "A-1" UNIT #301 2 2 BED/2 BATH ❑ UNIT 2 BAT 2 BED/2 BATH E2.T.0 1 1 2 BED/2 BATH SCALE: 3/32" = 1'-O" / e e \ / T \� l\ / NL I I I STAIR "4" DD XX3 C331 1 S N lJ —//Q STAIR "1 ° DD 1 _ C328 UNIT TYPE "B" 1 D 1 UNIT #302 1 OS DD 1 hol\ T 1 BED/1 BATH I UNIT ® a UNIT #338 T- - ,\ - j / 1 BED/1 BATH X ® I ® UNIT TYPE "C" ® NL UNIT TYPE "B-6" x / \Q x UNIT#303 ------------ I UNIT#339 1 STUDIO/1 BATH 'v' . 1 1 BED/1 BATH x / \O TI _ —I x I � _ _ — 1 Q / \ ® _ - - UNIT TYPE "B" UNIT TYPE "B" 1 D / UNIT #304 � I e e UNIT #337 UNIT TYPE "B" i ® 1 BED/1 RATH 1 BED/1 BATH 1 UNIT #336 I T ® UNIT TYPE "D" 1 ® x UNIT #305 1 BED/1 BATH STUDI0/1 BATH I - - - T I X / \ Q UNIT TYPE "0" I I NL Q/ / \ X e ° UNIT TYPE UNIT #321 "L° I � / ® UNIT #315 1 BED/1 BATH I I i x 1 BED/1 BATH I X� x ® S N STORAGE I I i UNIT TYPE °K I UNIT TYPE "IC' \ / I I T - - 1 / C314 I UNIT #317 UNIT #319 / 1 { / \ / UNIT TYPE "M" - - I UNIT TYPE "B° 1 BED/1 BATH 1 BED/1 BATH 1 / UNIT 9323 • • � - I UNIT #335 C�s V V \ / /Q X :Z : L e e - \ I 1 BED/1 BATH i UNIT TYPE "E" I 1 BED/1 BATH OS ® ,- r O e X 1 1 -\ I �- ® UNIT #334 T I A \ / \ ® STUDI0/1 BATH C315 ® \ I X \—� I I \—� / \ 1 / I _ I I/\ X I I 0 H / \ �Q X I OS UNIT TYPE "B-5" - O _ _ ® - _ _ - ® A // - _ \\ _ _ / X UNIT #306 S 5 T S CORRIDOR T % \\\\ T T UNIT TYPE "N" 1 BED/1 BATH N // E E \\\ OS _/�A UNIT #325 LS20-11 1 OS C323 JO( // \\ 1 BED/1 BATH I \ / S e e — D I NL I T NL — _ I ® \ rl _ LS2A-4 -- ---------- -- 4EF-16— x ® O 1 ®o ® - "� ® ® 1 11 1 A A - - UNIT TYPE "G" i - - \ / UNIT TYPE "F" I - - _ e e 1 / � / I I EE E I I I UNIT #32 m e e \ 3500# \ / / 11 1 11 I R ADING NOOK 1 BE B UNIT #329 1 I W — — / — � \ \ \ / HP3B-5 I I I / / ELEV. / / \` / A III G G Ill A C B e 1 BED/1 BATH I I�� B O T I UNIT TYPE "B" d / I 1 III I I UNIT #333 X � X I I EE E I I I I e e — x • 1 BED/1 BATH UNIT TYPE "H" - - X A - X - --I{p C334 NIT TYPE "I" TOILET / \ ® ® / \ l 1 UNIT #307 C326 I UNIT #314 HP3B-3 / \ % - - - - - - - - - C304 C� / \ \ / STUDI0/1 BATH UNIT TYPE'? \\ / // L _ 06 / / 1 / 2500# 1 BED/1 BATH / I P3B-4 // \ BB - UNIT #316\� EE E /O // B W _ i \ - I 1 I / + ELEV, t / - - ❑ p Y l 2 BED/2 BATH - A1/ \\� \ - - / / OS A Q O O 1 iT 0 L - Y ° C332W / S L C327 I \\� _ _ = = = _ = JA 70C I s 1 I I poi; so-� S 1 1 A T T NL I T �ECORRIEE"B-2"OR UNIT TYPE BB BB T _ _ _ _ _ _ - - C337 L -LAB,- UNIT #308 1 BED/1 BATH - HP3A .�- - 1 �i/ - e e - - O X . ® O - - I I % O O O X - - fib ® x T O I 1\ / llJ \ / / / �e S2B-13 / / e I l: 1 UNIT TYPE "B-4" / W W- \ Q I 1 ® 1 I i ® 0I \ _ i ® \ I \ _ ® l fie UNIT #328 \ i ® STORAGE ®I UNIT TYPE UNITT #332 1 BED/1 BATH C308 ® 11 X ---- ----- �( --- X ----- ----- --- - I 1BED/1BATH 1 L - - - - - - - - - - 1\ X UNIT TYPE "B-3" "B 1' EE DWG E3.4.0 FOR / ® X UNIT #322 UNIT #324 UNIT TYPE "BY' W W NEL IDENIFICATION TYP) 1 / ® 1 BED/1 BATH 1 BED/1 BATH UNIT #326 1 LS2B-17 1 1 BED/1 BATH S NL I I UNIT TYPE "A" UNIT TYPE "0" / \ UNIT #309 UNIT TYPE "P" UNIT #320 Q / \ x / ® % 2 BED/2 BATH UNIT #318 1 BED/1 BATH BB BB B / / UNIT TYPE "B" x S N e. 1 BED/1 BATH PANEL RM C336 1 \ i Q t UNIT #310 L ® 1 T S I 1 BED/1 BATH I I ® OS— — — — — -- ® I \ � 1 STAIR "3" XX Q_i/ L---------------------------J ee /\3_ C330 i DD I. 1 T DD 1 /— I ee iNL — XK3 STAIfl ��2�� �- ® I I ❑ _. C329 M1DD ® E� \ - / SINL UNIT TYPE "A-2" T I X - - ® \ UNIT #330 UNIT TYPE 1 / 2 BED/2 BATH UNIT #331 • O \/ _ � 1 BED/1 BATH /\ ® cn -- UNITTYPE"B-1" �- ® UNIT #311 2 BED/2 BATH I UNIT TYPE "A-2 UNIT #312 2 BED/2 BATH i THIRD FLOOR PLAN E2.7.0 SCALE: 3/32" = 1'M" PLOT DATE 06-05-07 © Copyright 2007 arch itecture,eng j im to eer h p fi t e s i g n+ Ian d p 1 9525 Ho & ft Yd.. P.O. box 667 Holicong. PA 18928-0667 215 794 1925 p 215 794 1926 f jv W W W E U U U 0 0 0 0 0 O 0 a 0 w rx 0 w rx 0 w w u: 0 U 0 A H w a 0 Q Aw Q Q Q w w w C o 0 0 0 0 0 0 0 cy N � O o O 7- N N M m n �D O O O O O O O ROBERT MUNROE PE #33868 �m �c � 3 ro 0 � a)U) c O m t O N 3 0 0 4-5 c �N N U) -cc 0 m� ro-0 C 0 U c c 0 ro L U) c O L .N O c N N aE .c '0 Iv a� E U c 0 0 ai r Q ro C ro 0 `- c 0 N •N E O c c ro� JU) J 3 W 0 Q U 0 U) 0-c 41 Q c N � 0 2-c J c Uo W U) 0 I- a (n c ,- 0 0 U c ro 0 c a .N N c L ro E N •- ro� O N ii L UJ �O c' V) 411111 CL s 'c N C J c 70 c70 0 c U ro • r 01 r Cro N C ' N � 0 N 0 0 ro U ro to .0 0 U m A �o N O C .0 ., U) ro c U 0 U) ro a) N O ~ O U c N ro N CL U .c N N O ro N N N O Q� N L A No Z U) c 6.2 ti c � N N .E N � t c a) c U F+el o Cj •L L J n CL 00 (n c A 0) 00 C a0 !y I' V W n 2� o U Q 0 A J=@ vi U- 0 a Uj�a QQro L UDRA2 fn0U Q O 0 O N Y NIE projet m drown by: 0722 R. LAWS doft June 5, 2007 W. TJC / ABJ / DCJ soda AS NOTED Opp 0m W. TJCI >�1 I'm E2m7mO F- E Q ao = c N LL 4 d 'c E Q N U U) ♦-00 U) O_ � N co 00`` OL 0 0,6 0)3 0. 0 U 0. Q _-- _ --'-- -il i --T17 --ITT :-lT--- , 'Ili .""".,v.i f.:,,'."':„u. : 1 All : 1 11 1 r-II 1 1 A 0 C FBI E F �I 1 UNIT TYPE "A" SCALE: 1 /4" = i'-0" UNITS: 107, 109, 209, 309 UNIT TYPE 1113-1 " SCALE: 1 /4" = V-0" UNITS: 111, 115, 118, 21 i, 223, 225, 229, 311, 324, 326, 331 2 3 z UNIT TYPE "AmV I.1.0 SCALE: 1 /4" = V-Om UNITS: 100, 101, 200, 201, 300, 301 UNIT TYPE 1113-2" SCALE: 1 /4" = V-O" UNITS: 208, 308 4 1.2 1.13 5 UNIT TYPE "A-2" SCALE: 1 /4" = V-O" UNITS: 110, 117, 127, 128, 212, 228, 238, 239, 312, 330, 340, 341 7 UNIT TYPE 11134" E3.1.0 SCALE: 1 /4" = V-0" UNITS: 222, 322 3 0 UNIT TYPE "B" SCALE: 1 /4" = V-O" UNITS: 102, 104, 108, 119, 120, 122, 123, 124, 125, 202, 204, 210, 230, 231, 232, 234, 235, 237, 302, 304, 310, 332, 333, 335, 336, 337, 338 UNIT TYPE 11134" SCALE: 1/4" = V-O" UNITS: 116, 227, 328 NOTE: 1. FOR LIVING UNIT AND CORRIDOR UNIT HVAC SYSTEMS WIRING DIAGRAM SEE MECHANICAL SPECIFICATIONS. 2. WIRE HVAC UNITS (FSO) PER MANUFACTURER'S SHOP DRAWING SUBMITTAL FOR POWER & CONTROL WIRING. 3. ELECTRICAL CONTRACTOR SHALL WIRE TO ALL FIRE ALARM/SMOKE DETECTOR UNITS. REFERENCE DRAWINGS FP/FA3.1.0, FP/FA3.2.0 & FP/FA3.3.0. PLOT DATE 06-05-07 © Copyright 2007 a r c n i t e c t u r e, e n g j Rtoaerh K to s 1 g n+ I a n d p 1 mesa Wiboflg aid., P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f �L W W W 5 W5 W> a4 rx w w w U U U O O O O O z 0 a 0 W 0 w cn A w cn A w � A U W U Qqn o A A A p-+ a a A A �D �D �D �D �D �D �D �D cc co cn cn U)� U) d C o 0 0 0 0 0 0 0 N rm cn -+ O O O O O O O ROBERT MUNROE PE #33868 projed m 0722 R. LAWS date June 5, 2007 psimma . TJC / ABJ / DCJ AS NOTED I TJCI • wwd 110. E3m I mO a L � � C c3 m 0 0 L +J Z1 c a) 41 0 Oo 4r U) a� U) L c L 0 crs c 0 0 C �c 0 L N C O 0 C N N O_ C 'L N 0 4- L E N 0 0 �w Ul to U C 0 a 'c m m> a� >1 C 4-m o4- c0 c� E 'o 0 cc JN J 7 �E W U Q4= U 0 o N L cn4� Q� C W Y� �o _ .0 J C U_ 0 aN 0 Q U c ,- 0 0 U � C at0 rn 0 c ao a� rn L C O E a� 0 L_ .049 L N C L N +r C 0 Q a) a) a)� c N � .1? c o 0 c ro N 'r- a) > E_ L (Q O L L W 0 U).0 0 C U N f0 O a`• C C 0 0 U 7 c 0 0 a) .c cE �) C U 0 0 N O U C c N N 0 -a 0 0 N .c &_ N > N t Q° L 0) 0 T--N 4 c Ncn 1n N E 0 ma_ E a) c o L J L O J 4T 00 (n L m�3 00 Q rn 10'o 01U U (1� L O W O 2� 0 UQ� J= N �U_ 0 F- Q QQO 0U0 (n 0 U Q O o N O Y N N L L ao =c� �+ E �3a Q tN 0 W U) a >1aXic oa�E 0, O +� .c 0 L Q 0 L N U o- 3 4 I 5 6 I 7 a A i-� UNIT TYPE 1113-5" SCALE: 1 /4" = V-0' UNITS: 106, 206, 306 I I PE-4 i A ZEE 5 UNIT TYPE "E" E3.2.0 SCALE: 1 /4- = 1'.0' UNITS: 121, 233, 334 UNIT TYPE "B-6" SCALE: 1 /4' = 1'.0' UNITS: 126, 236, 339 UNIT TYPE 'IF" SCALE: 1 /4' = V-0" UNITS: 114, 226, 329 UNIT TYPE "C" UNITS: 103, 203, 303 FA 7 UNIT TYPE "G" E3.2.0 SCALE: 1 /4" = V-0" UNITS: 112, 224, 327 C 8 UNIT TYPE "H11 E3.2.0 SCALE: 1 /4' = 1'-0' UNITS: 207,307 UNIT TYPE "D" SCALE: 1 /4" = V-0" UNITS: 105, 205, 305 UNIT TYPE 111" SCALE: 1 /4' = V-0' UNITS: 214, 314 NOTE: 1. FOR LIVING UNIT AND CORRIDOR UNIT HVAC SYSTEMS WIRING DIAGRAM SEE MECHANICAL SPECIFICATIONS. 2. WIRE HVAC UNITS (FSO) PER MANUFACTURER'S SHOP DRAWING SUBMITTAL FOR POWER A CONTROL WIRING. 3. ELECTRICAL CONTRACTOR SHALL WIRE TO ALL FIRE ALARM/SMOKE DETECTOR UNITS. REFERENCE DRAWINGS FP/FA3.1.0, FP/FA3.2.0 & FP/FA3.3.0. PLOT DATE 06-05-07 © Copyright 2007 w w w sss w w w � U 0 v 0 U 0 z w O w z w O w W °z w O H �0 Q v, 0 A v, Q Un O 04 O A W w O w A A A a P.P_ A A Ln cn rn cn cn C4 cn un c UD U] V) m Ul cn o 0 0 0 0 0 0 0 N en IC C)O C,O N N r� cn n 0 00 0 0 C, 0 L j [ m N 0 L N U) [ 0 0) L N 0 0 0 N m fN 0 m� L •— c� � L [ 0 0 C >+ [ 0 (C r N 3[ 0 L •N y0 [ L [ L L ++ m 0 L 7 0 0 (� L •L Q a > a) [ 0 4-- C 0 C� C i+ -0 0 [ [ �N J 7 E Q� ; U0 Or co c C Y. � •o _., J C U 0 aN 0 Q +' N [ ,_ O 0 U � C fA 0 C L 0 a .N L N N E f0 � ROBERT MUNROE PE #33868 N o O o .0 0 { [ N � L C N C 0 [ 0 O « N L N L > L (0 N 0 N .0 0 C V f0 t6 C [ 0 0 *' 0 m Q -o O �E w T� C U 0 W 9 > r� N 0 C N U x ZCL C w �> N L z cn aCD J A c 4 OU < L z A W 4 � 0 •° r� N 0 N U) [ N � W 'tf `0 /C ^ C U 00 � t Q 0) J 00 Q a o a0 F+�I 01 U) U V w C. N v T_ 0 W Q� Q J = N W (6 LL 0. a W�Q QQcu U) L O� o cn 0 U Q000 U)Y•N-F proW m drown W. 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI • fm E3m2mO 1 2 4 5 i i C 100 UNIT TYPE "J" SCALE: 1 /4" = V-0' UNITS: 217, 316 UNIT TYPE "N" SCALE: 1 /4" = V-O' UNITS: 221, 325 UNIT TYPE "O" SCALE: 1 /4' = V-0' UNITS: 219, 321 UNIT TYPE "K" SCALE: 1/4' = V-0" UNITS: 216, 218, 317, 319 3 UNIT TYPE "L" E3.3.0 SCALE: 1 /4" = 1'-0' UNITS: 215, 315 7 U N 1 T TYPE "P" UNIT: 318 8 UNIT TYPE "Q" E3.3.0 SCALE: 1 /4" = V-0" UNIT: 320 UNIT TYPE "M" SCALE: 1 /4' = V-0" UNITS: 220, 323 NOTE: 1. FOR LIVING UNIT AND CORRIDOR UNIT HVAC SYSTEMS WIRING DIAGRAM SEE MECHANICAL SPECIFICATIONS. 2. WIRE HVAC UNITS (FSO) PER MANUFACTURER'S SHOP DRAWING SUBMITTAL FOR POWER & CONTROL WIRING. 3. ELECTRICAL CONTRACTOR SHALL WIRE TO ALL FIRE ALARM/SMOKE DETECTOR UNITS. REFERENCE DRAWINGS FP/FA3.1.0, FP/FA3.2.0 & FP/FA3.3.0. PLOT DATE 06-05-07 © Copyright 2007 arch I tecture, en g I R to eer 0 fi jf t e s i g n+ I a n d p 1 9525 WkoOg 9d., P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f W W W W W W U U 0 U 0 U 0 E 0 0 w U O w U O w W 3 A 3 A R 3 A w z OA a A A A a a a A A �D �D � � � � �D 0e) U o 0 0 0 0 0 0 0 N M 1.0 O O C) 'ITO L W �+ C C3 Co 0 L 4� N a) C C 0)t (n C mO C3 00 +� C N C to ZC O C� cU C U C >+ C o ca .0 C O L- .7 0 C N C 0. C 'D ` C C L Z E C O C to 0 C 7 0 CL •� m m� a) .0 C -wm 04-- C 0 >,'a m .LD E -00 CC m C .m JN J 7 UE W C Qtr- U 0 o 0 t U) ' Q C W O Y� � •o 0. =L J C L 0 a U) C QO � C 0 0 U C CL U) 0 O CL a) C L C +� E c0 � ROBERT MUNROE PE #33868 a) A _ C 3 0 C_ W U N .L E proj�l:t m drown by: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI • n0. E3m3mO Co L. 0 C C 0 a_ N v C C .L i L N 0 L. 0 C U a3 � to � C C 0 0 �0 U) m 0 .N CE .ro C U O CA 9 O � U tU � 0- U L � � a > a) _ C Q� T--N 4 C NN �_ C CV E a) ° j C EC CC o .oCJ� aJ� 00 0) 3 00 0.0� a1 N U 0 0 W 0 =F o UQ� J = N �U- 0 a �- QQO L UOU)�O {A o Q 0 0 O Y •N N Ey Q Qo a J C W^ � •- CLL L C Q 0 N N � C C 0. +� N � oa)E p C (n N+�.0 -C-� CL 0 N T a� U aQ 1 2 3 4 5 in 7 6 A c m F �I WIRE SIZE CHART (FOR 3% VOLTAGE DROP) BREAKER SIZE 0'-50' S1'-100' 101'-IS& 151'-200' 201'-250' 120V 20A 12 10 8 6 4 30A 10 8 6 4 3 40A 8 6 4 3 2 50A 6 4 3 2 1 NOTE: WIRE SIZES FOR CIRCUITS SHALL BE #12 UNLESS CIRCUIT WIRE LENGTH EXCEEDS 50' (FOR 20A). OTHER SIZES SHALL BE AS SHOWN BY THE CHART ABOVE. O O woo -AM TO KITCHEN MAKE UP AIR UNIT CONTROL PANEL & CONNECT FOR CONTROL FUNCTIONS KITCHEN FLOOR PLAN -POWER SCALE: 1 /4' = V-O- KP2.3/5 3/4'C. 3 #12 `J p1 i �, I I 1I I��lI m-J.:mp -- Ral ^ � j �Ir KITCHEN EQUIPMENT SCHEDULE ELECTRICAL ROUGH -IN DATA ITEM QTY DESCRIPTION VOLTS PH v Q a 3 NEMA or CONNECTION >� = ELECTRICAL REMARKS 0 IL TYPE +Q AFF (IN) I WALK-IN COMBO 120 1 X - - 0.5 - DFA - Oi COMPRESSOR, COOLER 208 1 X - 6.9 - I.0 - - 2.1 1 EVAPORATOR COIL, COOLER 120 1 X - SA - - DFA - O1 COMPRESSOR, FREEZER 208 1 X - 8.0 - 1-1/2 - - 3.1 1 EVAPORATOR COIL, FREEZER 208 1 X - 1.0 - - DFA ,FAN 11 i MIXER 115 1 X 5.15P 8.0 . 112 SO - 14 1 REFRIGERATOR, REACH -IN 115 1 X 5.1SP 8,0 - 1/3 90 - 16 1 SLICER, FOOD 120 1 X 5.15P 5.0 - 1/2 50 - 19 1 COFFEE MAKER, INSULATED SERVER, 120/208 1 X - 23.7 5.2 - 50 - AUTOMATIC 20 i JUICE DISPENSER 120 1 X 5.15P 15.0 - - 50 - 23 1 TILT SKILLET 120 1 X - 2.0 0.3 - 18 - 24 1 OVEN, CONVECTION, GAS 115 1 X 5.15P 9.0 - 1/2 18 DECK i 25 i EXHAUST HOOD 120 1 X - - 0.5 - DFA - 5.1 1 FIRE SUPPRESSION SYSTEM 120 1 X - 20.0 - - DFA - 26 1 TOASTER, CONVEYOR 120 1 X 5-15P 14.8 1.7 - - - 7.1 1 HOT FOOD SECTION 208 1 X - 17.9 3.7 - - - 7.2 1 REFRIGERATOR, PREP 120 1 X 5-15P 6.5 - 1/5 - - 28 1 WARMER, FOOD OVERHEAD 120 1 X - 9.2 1.1 - - - 29 1 CUTTER/MIXER, VERTICAL & VEG. PREP, COMBO 208 3 X L15.20P 2.8 - 1.0 50 - 30 1 ICE MAKER WITH BIN 115 1 X - 13.6 - 3/4 60 - 32 1 DISPOSER, GARBAGE 208 3 X - 6.2 - 1-1/2 18 - 33 i DISHWASHER BOOSTER HEATER 208.240 1 X - 54.2 - - 18 BOOSTER 33 1 DISHWASHER 208 1 X 43.0 . . 18 DISHWASH 39 1 MICROWAVE, ON SHELF 208 1 X 6-30R 30.0 3.2 - - - 40 1 REFRIGERATOR, ROLL -IN 115 1 X 5.15P 11.4 - 1/2 90 - ------------------------------ ----------------------------- L I I I I I I I I I I I ----------------------------- -- GAS SOLENOID V4LVE I I I I u i HPi D-16 R IRC PUMP WATER HEATER I I D-18 !�4 HP'C, 3 #10 3/4"C, 3 #10 TO BLDG SERV. DISTRIB SWTBD i JAN. HPI D-2 HP1 D-1 1.1/4"C, 3 #2 + #6 GND Cl 33 I TO LS20-8 EMERGENCY SERVICE PANEL 3/40C, 3 #12 I RESIDENT 3/4" TELE CONDUIT, TERMINA I LAUNDRY -------------------- ABOVE ACCESSIBLE CEILINGI C134 200A/3P (FUSE 125 AMP TDDE) ELEV POWER SERVICEHPID, ` EF-6 GFI \` 1-1/4"C, 3 #2 + #6 GND- I i LS26.10 30A/1 P + SN (FUSE 20 AMP) I I ELEV. ELEV 120V, CONTROL POWER I Ao- fi 3/4'C, 3 #12 HP1 D-9 ELEV. CONTROLLER �INST LIGHT FIXTURES E V. / 12 VE PIT FLOOR 30 HP, 208V, 30 RC M hN L WALL SWITCH AS 32 E EASILY ACCESSIBLE TELE JUNCTION BOX +4'-O' LS2B-8 3/4" EMPTY CONDUITS - TERMINATE IN ELEV SHAFT AS DIRECTED BY ELEV. CONTRACTOR 3 PARTIAL FIRST FLOOR PLAN .4.0 SCALE: 1 /4" = 1'-O" UNDERGROUND TO OUTDOOR EMERGENCY SERVICE GENERATOR _ 1 "C, PVC CONDUIT 2/C #6 BATTERY CHARGER CIRCUIT UNDERGROUND TO OUTDOOR EMERGENCY SERVICE GENERATOR 4" PVC CONDUIT 4.1/C, 350 KCMIL + #2 GND + 3 #10 TO ENGINE STARTUP CIRCUIT UNDERGROUND TO POWER Co's OUTDOOR PAD MOUNTED DISTRIBUTION TRANSFORMER (9) 4" PVC CONDUITS - EA. 4-1/C, 700 KCMIL (CU) THWN, PROVIDE 4" CONCRETE ENVELOPER BEYOND BUILDING WALL WITH CONDUIT SPACES 1/C #4/0 GROUND CONDUCTOR TO GROUND BAR ON WALL USE ALL CADWELD CONNECTIONS WATER HEATER i I INSTALL WALL SWITCH AS TO BE EASILY ACCESSIBLE INSTALL LIGHT FIXTURES UNDERGROUND TO COMMUNICATION SYSTEMS TERMINALS ON SITE AS DIRECTED BY EACH SYSTEMS CONTRACTOR (3) 4- EMPTY PVC CONDUITS WITH 4" CONCRETE ENCASEMENT A CONDUIT SPACERS PROVIDE 8'-0" HIGH PLYWOOD BACKBOARDS FOR ---��-- ----- I MOUNTED COMMUNICATION SYSTEMS TERMINAL �► LS2A-11 I EQUIPMENT (TYP) 12" ABOVE PIT FLOOR FZZ_ HPIC-16 �- TELE JUNCTION BOX +4'-O' ELEV. - - LS2A-12 30A/I P + SN (FUSE 20 AMP) SAF SWT ELEV CONTROL POWER 200A/3P (FUSE 125 AMP TDDE) GFI ELEV POWER SERVICE TO HPi C-18 - 3/4"C, 3 #12 TO 1st FLOOR EMERGENCY SERVICE PAN4 3/4"C, TELE CONDUIT TERMINATE ABOVE ACCESSIBLE CEILING -- 1.1/4"C, 3 #2 GND I I i I HPIC.13 IEF-2 ELEV. �9 II IECIR HPIA-14 I I I I I ..I/I �Ump III I I �����. I WATER HTR I I I I ( TERMINATE COMMUNICATION SYSTEMS CONDUITS ON ROOM I I I I I BACKBOARD AS DIRECTED BY SYSTEMS CONTRACTORS C124A I I I ] TO SYSTEMS BACKBOARD IN SECTION 'B' +48", GFI — — — y ELECTRIC DISTRIBUTION ROOM LSMP-15 I I I I _ — — (3) 4" EMPTY CONDUITS LSMP23 LSMP-14 I I I 11E-11/13/15 SWITCHBOARD SERVICE ENTRANCE CABLE SECTION 3/4- EMPTY CONDUITSa______ _ F - --7 BUILDING FIRE ALARM SYSTEM TERMINATE IN ELEV SHAFT " CONTROL PANEL, 120V AS D�RECTED BY ELEV J FLO+� W I CONTRACTOR I \` — GFI TERMINATE CONDUITS INSIDE CABLE ENTRANCE J TA MPE — — — — - GAL4. STEEL EQUIP FRAME I COMPT. AS DIRECTED BY SWITCHBOARD VENDOR ANCHOR INTO WALL CONSTRUCTION P) I LSMP-21 LSMP-13 PANEL SLIP - 208Y/12OV, 30, 4W - TERMINATE ALL SITE LIGHT CONDUITS AT PANEL HPi C-8/10/12 r — — — — —HSPA-9 PANEL HP1 E - 298Y/120V, 30, 4W X­ 600 AMP, 4 POLE, 208Y/120V, 30, 4W AUTO -TRANSFER SWITCH C125 H 1C-7/9/11 EMERGENCY SERVICE DISTRIBUTION /Y\, PANEL LSMP - 20BY/120V, 30, 4W ELEC------------- PANELS MDPA-2 COMMERCIAL C124 LAUNDRY HOUSE SERVICE DISTRIBUTION RESIDENT C127 t _ PANEL HSPA - 20BY/I20V, 30, 4W LAUNDRY MDPA-4 C126 HPi E-12/14/16 HP1 C-1 HP1 C-2 HPi C-3/5 HP1 C-4/6 UH-2 HP1 C-31 M F 1171 SWITCHBOARD CORNER HOUSING WITH 2O00 AMP CABLE BUS SECTION INTER CONNECTION COMPLETE WITH BUS SUPPORTS MOTOR OPERATED DAMPER INTERLOCKED WITH DRYER CIRCUIT 3/4"0 x 10'-0" DRIVEN, COPPERWELD TRIAD GROUNDING ASSEMBLY - SEE DRAWING E1.5.0 PARTIAL FIRST FLOOR PLAN -POWER SCALE: 1 /4" = V-On 4'-O"w x 8'-O"h x 3/4" THICK PLYWOOD COMMUNICATION SYSTEMS EQUIPMENT MOUNTED BACKBOARD INSTALLATION ON GALVANIZED STEEL EQUIPMENT FRAME HOUSE SERVICE PANEL HPi D - 208Y/120V, 30, 4W HOUSE SERVICE PANEL HP1 B - 208Y/120V, 30, 4W HOUSE SERVICE PANEL RSPB - 208Y/120V, 30, 4W UNDERGROUND (3) 4° PVC GALVANIZED STEEL EQUIPMENT FRAME, ANCHOR COMMUNICATIONS SYSTEMS f — — — — — — — TO WALL AND FLOOR CONSTRUCTION (TYP) CONDUIT TO EQUIPMENT — — — — — — — PNL R GFI BACKBOARD IN MAIN C136 + HPID-17 +48' ELECTRICAL DISTRIBUTION ROOM i \�i HPi D-15 HP1 D-10 I TOILET ; FI - ` C135A CONCRETE PAD UNDER SWITCHBOARD BUILDING B-DISTRIBUTION SWITCHBOARD MDP-B - 208Y/120V, 30, 4W LS2A-1 '• � ..�� " "` FIRE ALARM SYSTEMS TERMINAL CABINET BY SYSTEM VENDOR PARTIAL FIRST FLOOR PLAN SCALE: 1 /4" = V-O" PIA-1 HP1 E-1 HP1 E-5 HPi E.6 HPi E-2 HP1 E-7-•--�,q +42" BEAUTY SHOP C113 HP1 E-3 HP1 E-8 HP1 E-9 +42' HPi E-4 EF-7 6--�S-S1 W, 11 5 PARTIAL FIRST FLOOR PLAN E3.4.0 SCALE: 1 /4' = V.0" HOUSE SERVICE PANEL HP1A - 208Y/120V, 30, 4W -GALVANIZED STEEL EQUIPMENT FRAME CONTINUOUS ON (2) WALLS FOR MOUNTED ELECTRICAL EQUIPMENT, ,.ANCHOR INTO WALL AND FLOOR CONSTRUCTION S)NITC BOARD SUB -DISTRIBUTION SWITCHBOARD OPA AIN BREAKER COMPT. MAIN ISTRIBUTION SWITCHBOARD MOP MAIN REAKER COMPT. 3/4'0 10'-O" LONG COPPERWELD DRIVEN GROUND ROD i/C, #4/O GROUND CONDUCTOR, CONNECT TO EQUIPMENT GROUND BAR ON WALL, USE ALL CADWELD CONNECTIONS 1/4' x 2" COPPER GROUND BAR ON WALL +21-0" A.F.F. PROVIDE WALL SPACERS SWITCHBOARD MAIN DISTRIBUTION SECTION MOP CIRCUIT BREAKER DOUBLE ROW MOUNTED 4" HIGH SWITCHBOARD CONCRETE PAD. SHUNT TRIP BREAK GLASS STATIONS, NORMAL POWER AND EMERGENCY - PROVIDE REQUIRED CONTROL WIRING, RACEWAYS AND CONNECTIONS PLOT DATE 06-05-07 © Copyright 2007 a r c n itecture,eng I R to eer r 1) of (j e s i g n+ I a n d p I ous tblbang'Rd., P.O. box 667 Halicong, PA 18928-0667 215 794 1925 p 215 794 1926 f it w w w o wwwU U U U C w C w o w 0 v 0 W U w w U w z w W 0 0 Q Q A U Q as a w A A A a a a A A cn un � Jn U) N N O N O c, 4 O o 0 0 0 0 0 0 ROBERT MUNROE PE #33868 eQ N 0722 R. LAWS ITJC June 5, 2007 / ABJ / DCJ soft AS NOTED awrw#lw TJCI W. 110. E3m4mO 'a r !N >, C 03 roro 0 L N N C O N C ro 0 N 3 0 0 �N =c *' 0 N � L 0 U C �c 0 U) 3 _0 L N 0 C 1= N ro a .E C� L N .c .c N 0 a) c �0 ro N > N >' O +� ro 0 �- C 0 ro E, -0 O C C ro a� JU)J :3 E WO Q� U 0 rn 0� Qco c C ro Y.6 � ,0 241 J C L 0 a N 0 Q Y H� C ,- O 0 U N ro 0 c O. N O C .0 O N E ro _� Y— N ro rn to O .c 41 c� N C p N tv ro ro ` w� roro > E_ L N 0 U) L_ 0 C U roro to C C 0 0 ' U m :30 N 0)0 CE �) N ui ro C U 0 N 7, N 0 N U c N ro0 aU N N r a �ro > N .c �c In c .2) Lm Q� N IN 0 N d' O 4 .c N NE m� �C E (D c j _O a) ro tJ� O. J ,N CID�t 0) ,-Q0) a0a O) in U OQ O �W O 2H O UQ� J= ro (6U_ 0 a QQ L 0 U) U) OLo U Q 0 0 O N fn Y N !E I- E L Q 0 Q a T c LL1E a�3� QNai F- U N 0c orN N 4" 't0 0oaD �t-0 m3a i 0 a 1_ V aQ 2 3 4 5 4i A 10 E F FIRE PROTECTION NOTES: FIRE PROTECTION ABBREVIATIONS: 1. THE FIRE SYSTEM SHALL BE A HYDRAULICALLY DESIGNED, LIGHT HAZARD, ACV ALARM CHECK VALVE WET PIPE SPRINKLER SYSTEM FOR ALL AREAS EXCEPT PUBLIC KITCHEN SHALL BFP BACKFLOW PREVENTER BE ORDINARY HAZARD, GROUP 1. 2. CONTRACTOR TO FURNISH AND INSTALL ALL LABOR, MATERIALS AND EQUIPMENT CV CHECK VALVE NECESSARY FOR A COMPLETE INSTALLATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE STATE OF FLORIDA FIRE MARSHALL, NFPA 13, DR DRAIN RISER NFPA 14, & NFPA 24. FD FLOOR DRAIN 3. INSTALLATION SHALL INCLUDE, BUT NOT LIMITED TO: FIRE PROTECTION FDC FIRE DEPARTMENT CONNECTION DISTRIBUTION PIPING, SPRINKLER HEADS, SIAMESE CONNECTIONS, VALVES, FHV FIRE HOSE VALVE TAMPER SWITCHES, FLOW SWITCHES, TEST TEES AND GAUGES, FIRE HOSE FHVC FIRE HOSE VALVE CABINET CABINETS, SIGNALS AND ALARMS, ACCESSORIES, CONTROLLERS. GPM GALLONS PER MINUTE 4. CONTRACTOR TO PROVIDE UNDERGROUND FIRE MAIN FROM WATER Co. MAIN. GV GATE VALVE S. CONTRACTOR TO ARRANGE AND PAY FOR ALL PERMITS, FEES, LICENSES, JP JOCKEY PUMP AND INSPECTIONS. NC NORMALLY CLOSED 6. ALL FIRE PROTECTION PRODUCTS SHALL BE IN ACCORDANCE WITH UL NO NORMALLY OPEN STANDARDS AND BEAR THE UL LABEL ON EACH PRODUCT, AND APPROVED FOR USE BY THE AUTHORITY HAVING JURISDICTION. OS&Y OUTSIDE STEM AND YOKE VALVE 7. SUBMIT MANUFACTURERS TECHNICAL PRODUCT DATA AND INSTALLATION PSI POUNDS PER SQUARE INCH INSTRUCTIONS FOR FIRE PROTECTION MATERIALS AND PRODUCTS. PSIG POUNDS PER SQUARE INCH (GAUGE) S. PREPARE APPROVAL DRAWINGS OF FIRE PROTECTION SYSTEMS INDICATING SPIER SPRINKLER PIPE SIZES, PIPE LOCATIONS, FITTINGS, SHUTOFFS, EQUIPMENT, ETC. SUBMIT TO AGENCY HAVING JURISDICTION FOR APPROVAL. TS TAMPER SWITCH 9. PREPARE HYDRAULIC CALCULATIONS OF FIRE PROTECTION SYSTEMS. SUBMIT WF WATER FLOW DETECTOR TO AGENCY HAVING JURISDICTION FOR APPROVAL. WSS WET PIPE SPRINKLER SYSTEM 10. SUBMIT CERTIFICATE UPON COMPLETION OF FIRE PROTECTION SYSTEM WHICH INDICATES THAT WORK HAS BEEN TESTED IN ACCORDANCE WITH F IRE ALARM LEGEND: NFPA REQUIREMENTS. 11. ALL PIPING SHALL CONFORM TO ASTM A795 OR A53 AND SHALL BE RATED FRCP FOR A MINIMUM 175 PSI WORKING PRESSURE. FIRE ALARM CONTROL PANEL 12. ALL FITTINGS SHALL CONFORM TO ANSI B16.4, 016.1 OR B16.3 AND SHALL BE RATED FOR MINIMUM 175 PSI WORKING PRESSURE. FAAP FIRE ALARM ANNUNCIATOR PANEL 13. ALL PIPE 2 1/2" AND LARGER SHALL BE SCHEDULE 10 WITH ROLL GROOVED ENDS. SD D SMOKE DETECTOR IN DUCT 14. ALL PIPE 2' AND SMALLER SHALL BE SCHEDULE 40 WITH THREADED ENDS. 15. FIRE DEPARTMENT CONNECTIONS SHALL BE AS APPROVED BY LOCAL FIRE SD 120 VAC SMOKE DETECTOR (WALL) DEPARTMENT HAVING JURISDICTION. 16. SIGNS SHALL BE PROVIDED FOR ALL EQUIPMENT PER NFPA 13. F1 FIRE ALARM PULL STATION 17. PROVIDE 6 SPARES OF EACH TYPE SPRINKLER AND A SPARE SPRINKLER WRENCH IN A CABINET. HORN/STROBE 18. ALL PIPE "ANGERS AND SUPPORTS SHALL BE ACCORDANCE WITH APPLICABLE SECTIONS OF NFPA 13. ADA HORN/STROBE 19. ALL UNDERGROUND PIPING AND SUPPORTS SHALL BE IN ACCORDANCE WITH NFPA 24. liq< MINI HORN 20. THE OWNER SHALL BE RESPONSIBLE FOR MAINTAINING A TEMPERATURE WITHIN ALL PROTECTED SPACES BETWEEN A MINIMUM OF 450F AND MAXIMUM OF 100"F. O SMOKE DETECTOR (CEILING) 21. PROVIDE FIRE ALARM SYSTEM TO MONITOR SPRINKLER SYSTEM FOR TAMPER AND WATER FLOW. ER ELEVATOR RECALL RELAY 22. PROVIDE FIRE STOPPING AT ALL FIRE WALL PENETRATIONS. SEE ARCHITECTURAL DRAWINGS FOR FIRE WALL LOCATIONS. EP ELEVATOR POWER SHUT -DOWN RELAY 23. ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN. CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY a SPRINKLER WATER FLOW SWITCH FOR A COMPLETE OPERATING SYSTEM. CONTRACTOR TO CONTACT ARCHITECT/ENGINEER IN WRITING, PRIOR TO BIDDING, FOR CLARIFICATION OF DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS. SPRINKLER VALVE TAMPER SWITCH FIRE ALARM AND SMOKE DETECTION SYSTEM NOTES: MAGNETIC DOOR HOLDER 1. PROVIDE APPROVED EARTH GROUND AT THE FIRE ALARM CONTROL`PANEL. CHASSIS OR CONDUIT GROUND IS NOT ACCEPTABLE. OH NEAT DETECTOR (CEILING) 2. ALL INSTALLATIONS MUST BE IN ACCORDANCE WITH ARTICLE 760 OF THE NATIONAL ELECTRICAL CODE. FIRE ALARM CABLE MUST BE MARKED TYPE FPL (NON -PLENUM) OR FPLP (PLENUM) AS DETERMINED BY TYPE(S) OF O RATE OF RISE DETECTOR CEILING IN THE BUILDING. 3. AUXILIARY ALARM RELAY MUST BE WITHIN 3 FEET OF DEVICE IF IT IS TO FBO FURNISHED BY OTHERS CONTROL AS PER NFPA 72, CHAPTER 3.9.2.1 LATEST EDITION. 4. NO A.C. CARRYING CONDUCTORS ARE ALLOWED TO SHARE RACEWAYS WITH O SMOKE DETECTOR (WALL) FIRE ALARM SYSTEM WIRING. 5. ALL SMOKE DETECTORS SHALL BE LOCATED 3 OR MORE FEET FROM ANY WP WEATHERPROOF SUPPLY OR RETURN AIR REGISTER. DETECTORS SHALL BE AT LEAST 12 INCHES FROM ANY PART OF ANY LIGHTING FIXTURE. 6. 110 VAC CIRCUIT FEEDING THE FIRE ALARM CONTROL PANEL(S) SHALL BE DEDICATED EQUIPPED WITH BREAKER LOCK IN ACCORDANCE WITH DESIGN CRITERIA: NFPA 72 LATEST EDITION. 7. THIS SYSTEM SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH NFPA 72. PLEASE RECOGNIZE AND ACCEPT THIS CORRESPONDENCE AS OFFICIAL DESIGN CRITERIA FOR THIS SPECIFIC FIRE SPRINKLER PROJECT. THE INFORMATION PROVIDED MEETS THE REQUIREMENTS OF 8. MOUNTING HEIGHTS ARE AS FOLLOWS: CHAPTER 61015-32.004, FLORIDA ADMINISTRATIVE CODE. - PULL STATION: 48' AFF TO HANDLE - HORN STROBE: 6'-B" AFF OR 6" BELOW CEILING 61G15.32.004(2)(a) POINT OF SERVICE: WHICHEVER IS LOWER THE POINT OF SERVICE WILL BE AT THE TEE WHERE LINE IS DESIGNATED FOR FIRE SPRINKLER. - STROBE: 6'-8' AFF OR 6" BELOW CEILING WHICHEVER IS LOWER 61G15-32.004(2)(b) APPLICABLE NFPA STANDARD: NFPA 13 2002 EDITION FOR ALL COMMON AREAS. NFPA 13R 2002 EDITION FOR ALL DWELLING 9. DUST COVERS FURNISHED WITH DETECTORS MUST BE INSTALLED WITH EVERY AREAS. DETECTOR UNTIL FINAL CHECKOUT. S1G1S-32.004(2)(c) HAZARD CLASSIFICATION: 10. ANY CABLE OTHER THAN THAT !SPECIFIED ABOVE SHALL BE SUBMITTED TO NFPA LIGHT HAZARD EXCEPT FOR KITCHEN & MECHANICAL ROOMS WHICH ARE ORDINARY HAZARD AND APPROVED IN WRITING PRIOR TO PURCHASE. GROUP 1. 11. SMOKE AND HEAT DETECTORS SHALL BE MOUNTED ON THE CEILING, UNLESS 61G1S-32.004(2)(d) DESIGN APPROACH: NOTED OTHERWISE. IT IS NOT PERMISSIBLE TO INSTALL DETECTORS ON THE PER NFPA 13R 200 EDITION - FOR DWELLING UNITS; WET SYSTEM VERTICALLY AND HORIZONTALLY BOTTOM OF OPEN WEB JOISTS, OR ANY BEAM EXCEEDING 12' IN DEPTH LOOPED UTILIZING CPVC PIPE AND FITTINGS, DENSITY PER MANUFACTURERS HEAD DATA BUT .05 FROM CEILING. SMOKE/NEAT DETECTORS CAN BE MOUNTED ON THE BOTTOM GPM/MOST REMOTE 4 SPRINKLERS. MAXIMUM AREA COVERAGE PER SPRINKLER -PER SPECIFIC OF A SOLID BEAM IF IT MEASURES 12" OR LESS IN DEPTH, PROVIDED THE SPRINKLER LISTING, NOT TO EXCEED 400 SQUARE FEET. CEILING IS LESS THAN 10 FEET AFF. PER NFPA 13 2002 EDITION - FOR LIGHT HAZARD AREAS; WET SYSTEM, VERTICALLY AND HORIZONTALLY LOOPED UTILIZING CPVC PIPE AND FITTINGS. DENSITY PER MANUFACTURERS HEAD DATA 12. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR METERING ALL WIRES BUT AO GPM/MOST REMOTE 1500 SQUARE FEET. MAXIMUM AREA COVERAGE PER SPRINKLER -PER SPECIFIC TO ENSURE THAT THEY ARE FREE AND CLEAR OF GROUNDS AND THE PROPER SPRINKLER LISTING, NOT TO EXCEED 400 SQUARE FEET. END -OF -LINE RESISTANCE IS READ. IF GROUNDS AND SHORTS ARE FOUND PER NFPA 13 200 EDITION - FOR ORDINARY AREAS SUCH AS KITCHEN AND MECHANICAL ON THE SYSTEM WIRING ALL WIRING SHALL BE CORRECTED. ROOMS; WET SYSTEM, VERTICALLY AND HORIZONTALLY LOOPED UTILIZING BLACK STEEL PIPE AND FITTINGS. DENSITY PER MANUFACTURERS HEAD DATA BUT .15 GPM/MOST REMOTE 1500 SQUARE 13. PROVIDE FIRE STOPPING AT ALL FIRE WALL PENETRATIONS. SEE FEET. MAXIMUM AREA COVERAGE PER SPRINKLER -PER SPECIFIC LISTING, NOT TO EXCEED 400 ARCHITECTURAL DRAWINGS FOR FIRE WALL LOCATIONS. SQUARE FEET. 14. ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM 61G15.32.004(2)(e) WATER SUPPLY CHARACTERISTICS: ARE NOT SHOWN. CONTRACTOR TO PROVIDE ALL APPURTENANCES THE 6 INCH MAIN ON PRETTY ROAD IS A CIRCULATING MAIN AND WILL RELIABLY SUPPLY THE NECESSARY FOR A COMPLETE OPERATING SYSTEM. CONTRACTOR TO SYSTEM. CONTACT ARCHITECT/ENGINEER IN WRITING, PRIOR TO BIDDING, FOR CLARIFICATION OF DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS. 61G15.32.004(2)(f) FLOW TEST INFORMATION' STATIC PRESSURE 60 PSI, RESIDUAL PRESSURE 59 PSI AT A FLOW OF 1130 GPM. FLOW TEST TAKEN ON PRETTY ROAD, WEST OF DAIRY ROAD, TEST RESULTS ARE FROM FEBRUARY 20, 2007 AT 4:30 p.m. BY NATIONAL FIRE SPRINKLERS, INC. AND WITNESSED BY UTILITIES SUPERINTENDENT LOUIE SELLARS. FIRE ALARM SYSTEM: 61G15.32.004(2)(g) VALVE AND ALARM REQUIREMENTS: 1. FIRE ALARM AND SMOKE DETECTION SYSTEM DRAWINGS ARE INTENT THE SPRINKLER RISER WILL HAVE A MONITORED CONTROL VALVE AND WATER FLOW SWITCH FOR DRAWINGS ONLY. THE FIRE ALARM SYSTEM SHALL BE DESIGNED BY EACH SYSTEM. A LICENSED FIRE ALARM CONTRACTOR. THE FIRE ALARM CONTRACTOR SHALL PROVIDE FIRE ALARM DRAWINGS TO THE OWNER/ARCHITECT 61G15.32.004(2)(h) MICROBIAL INDUCED CORROSION (MIC)- FOR REVIEW. MIC IS NOT KNOWN TO BE A PROBLEM WITH THIS WATER SUPPLY. 2. THE FIRE ALARM CONTRACTOR SHALL PROVIDE SIGN SEALED FIRE 61G15.32.004(2)(1) BACKFLOW PREVENTION. ALARM CONSTRUCTION. INSTALLATION DRAWINGS AS REQUIRED BY A BACKFLOW PER UTILITY AUTHORITY REQUIREMENTS WILL BE INSTALLED IN THE UNDERGROUND SUPPLY THE AUTHORITY HAVING JURISDICTION. FIRE LINE IN THE BUILDING. A PRESSURE DROP FOR THE WILL BE INCLUDED IN THE HYDRAULIC CALCULATIONS. 61G15.32.00(4)(1) MATERIAL QUALITY CONTROL: FLOW TEST: ALL MATERIAL USED IN THE FIRE SPRINKLER SYSTEM, UNDERGROUND AND INTERIOR WILL BE DATE: - February 20, 2007 UL LISTED. LOCATION: - PRETTY POND ROAD, WEST OF DAIRY ROAD SIZE: - ELEVATION: - STATIC: - 60 PSI RESIDUAL: - 59 PSI FLOW: - 1130 GPM PACT PRFCCIIRF- . 3 LEGEND 1. ALARM CHECK VALVE 2. GATE VALVE (0 S & Y) 3. MAIN WATER 4. WATER GAUGE S. RETARDING CHAMBER 6. DRIP CUP 7. FLOW SWITCH S. ALARM SHUT-OFF VALVE AND CHECK VALVE 9. ALARM TEST VALVE (NORMALLY CLOSED) 10. MONITOR SWITCH (TAMPER SWITCH) 11. STRAINER 12. WATER MOTOR GONG ALARM 13. TAMPER SWITCH WET PIPE VALVE DETAIL Al.1.0 SCALE: NONE FRONT VIEW A A SECTION A -A 12 SURFACE MOUNTED POWER SUPPLY CONSISTING OF TRANSFORMER (120V/16V IOVA), EDWARDS # 591. VERIFY ALL NECESSARY COMPONENTS FOR DOORBELL BUTTON, MOUNTED A COMPLETE INSTALLATION. MOUNT TRANSFORMER EXTERIOR TO GUEST ROOM ON A SINGLE GANG RECESSED BOX AND PROVIDE (5 TOTAL) NEAR DOOR. GROUND WIRE CONNECTION TO TRANSFORMER EDWARDS # 620 PUSHBUTTON GROUND WIRE. VERIFY MOUNTING LOCATION WITH EDWARDS # 47-10 FACE PLATE OWNER NRECESSED SINGLE GANG O L • CONNECT TO L H 16V AC HORN/STROBE 82dB 11.7 CANDELA ROOM CIR. AT EDWARDS # 6536-F5 JBOX "B" N ROOM ANNUNCIATOR 2.#12 & 1-#12 GND. PACKAGE IN 3/4" CONDUIT EDWARDS # 7004. i TWISTED PAIR CABLES #18 AWG. IN COMMON SHEATH, BELDEN # 19112 OR EQUAL. TYPICAL FOR ALL 24V. CABLING. NOTE VERIFY LOCATION OF CONTROLLER AND TRANSFORMER WITH OWNER. HEARING IMPAIRED ROOMS. EACH ROOM SHALL HAVE THIS STAND ALONE ROOM ANNUNCIATOR, EDWARDS # 7004. SEE ARCHITECTURAL DRAWINGS FOR ROOM LOCATIONS. NOTES: OIN HEARING IMPAIRED ROOMS. PROVIDE A VISALERT No. V-24406A STROBE LIGHT LOCATED IN THE BATHROOM AS SHOWN. OIN HEARING IMPAIRED ROOMS. PROVIDE SMOKE DETECTOR WITH STROBE LIGHT COMBINATION UNIT, 120VAC, HARDWIRED. GENTEX NO. 7109-C-SW. OIN HEARING IMPAIRED ROOMS. PROVIDE FIRE ALARM MINI -HORN WITH STROBE LIGHT COMBINATION UNIT. GENTEX NO. GX90S. HANDICAPPED ROOM 2 ANNUNCIATOR PACKAGE A1.1.0 SCALE: NONE FRONT VIEW SECTION A -A (TS) INDICATING TYPE SPRINKLER FLOOR CONTROL VALVE WITH TAMPER SWITCH i WATERFLOW DEVICE TO FLOOR SPRINKLER SYSTEM COMBINED 1_U LLV `-U SPRINKLER AND STANDPIPE RISER ;::;7 1" SIGHT GLASS DRAIN RISER, CONNECT UNION WITH CORROSION TO AN APPROVED RESISTANT ORIFICE WITH CONNECTION A FLOW EQUIVALENT TO THE SMALLEST SPRINKLER ORIFICE IN THE SYSTEM SPRINKLER FLOOR CONTROL VALVE SCALE: NONE TOP VIEW SECTION A -A v a: .a 3 4 1. CONCRETEFLOOR OR WALL ASSEMBLY (3-HR. FIRE -RATING): A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN. 2-1/2" THICK). i. WOOD FLOOR/CEILING ASSEMBLY (U.L. CLASSIFIED L500 SERIES) (I -HR. OR 2-HR. FIRE RATING). A B. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE WALL (MIN. W THICK). (2-HR. SHOWN). C. ANY U.L. CLASSIFIED CONCRETE BLOCK WALL. 2. LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD, OR FLOOR 2. OPTIONAL- MAXIMUM 6' NOMINAL DIAMETER STEEL PIPE SLEEVE (SCHEDULE 10 OR HEAVIER). TOPPING MIXTURE. 1. GYPSUM WALL ASSEMBLY (U.L. CLASSIFIED U300 OR U400 SERIES) (1-HR. OR 2-HR. FIRE RATING) 3. MAXIMUM 4" DIAMETER CABLE BUNDLE TO BE A COMBINATION OF ANY OF THE FOLLOWING: 3. TOP PLATE. A. MAXIMUM 300 PAIR No. 24 AWG TELEPHONE CABLE WITH PVC JACKET. (2-HR. SHOWN). B. MAXIMUM 500KCMIL POWER CABLE WITH PVC JACKET. 4. GYPSUM WALL ASSEMBLY (1-HR. OR 2-HR. FIRE RATING). (2-HR. SHOWN). 2. PENETRATING ITEM TO 8E ONE OF THE FOLLOWING: C. MAXIMUM 7/C No. 12 AWG POWER CABLE WITH PVC JACKET. S. PENETRATING ITEM TO BE ONE OF THE FOLLOWING: A. MAXIMUM 12" NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER). D. MAXIMUM (24 FIBER) 1/2" DIAMETER FIBER OPTIC CABLE. A. MAXIMUM 4" NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER). B. MAXIMUM 12' NOMINAL DIAMETER CAST IRON PIPE. B. MAXIMUM 4' NOMINAL DIAMETER CAST IRON PIPE. C. MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE. E. 3/C No. 14 AWG METAL -CLAD CABLE. C. MAXIMUM 4" NOMINAL DIAMETER COPPER PIPE. D. MAXIMUM 6" NOMINAL DIAMETER EMT. 4. MINIMUM 2" THICKNESS MINERAL WOOL (MIN. 4 PCF DENSITY) TIGHTLY PACKED. D. MAXIMUM 4" NOMINAL DIAMETER STEEL CONDUIT. E. MAXIMUM 6" NOMINAL DIAMETER STEEL CONDUIT. 5. MINIMUM 1/2" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. E. MAXIMUM 4" NOMINAL DIAMETER EMT. 3. HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT FORCED INTO ANNULAR SPACE TO 6. MINIMUM 3/4" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. MAXIMUM EXTENT POSSIBLE. 7. GENEROUS BEAD OF HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT FLUSH WITH BOTTOM 4. MINIMUM 1/2" BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT TO BE NOTES: i. MAXIMUM DIAMETER OF OPENING = 6'. SURFACE OF TOP PLATE. 2. CABLES TO FILL MINIMUM 2596, TO MAXIMUM 45°J6 OF CROSS -SECTIONAL INSTALLED AROUND PIPE, LAPPING 1/4" BEYOND PERIPHERY OF OPENING. AREA OF OPENING. 3. MINIMUM 1/2' DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT IS REQUIRED NOTES. 1. MAXIMUM DIAMETER OF OPENING = 5" 2. ANNULAR SPACE = MINIMUM i/8", MAXIMUM 3/4". NOTES: 1. 1YIAXIMUM DIAMETER OF OPENING = 13/14. ON BOTH SIDES. 2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 1/4". METAL PIPE THROUGH 'I HR. OR METAL PIPE THROUGH 1 HR. OR SINGLE OR MULTIPLE CABLES THROUGH 2 FIR. WOOD FLOOR ASSEMBLY 2 HR. GYPSUM WALL ASSEMBLY ( 6_� CONCRETE FLOORMALL OR BLOCK WALL F RATING = i HR. OR 2 HR. T RATING = 1 HR. OR 2 HR. L RATING AT AMBIENT = LESS THAN 1 CFM/SQ.FT. L RATING AT 400"F = 4 CFM/SQ.FT. TOP VIEW A UL SYSTEM No. FC1009 SECTION A -A 1. CONCRETE FLOOR OR WALL ASSEMBLY (2-HR FIRE RATING): A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR OR WALL (MIN. 2-1/2- THICK). B. ANY U.L. CLASSIFIED CONCRETE BLOCK WALL. 2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING: A. MAXIMUM 30" NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER). B. MAXIMUM 30" NOMINAL DIAMETER CAST IRON PIPE. C. MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE. D. MAXIMUM 6" NOMINAL DIAMETER STEEL CONDUIT. E. MAXIMUM 4" NOMINAL DIAMETER EMT. 3. MINIMUM 1/2" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. 4. MINIMUM 1/2" CROWN HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT APPLIED AT POINT OF CONTACT. NOTES: 1. MAXIMUM DIAMETER OF OPENING = 30.7/8". 2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 7/8". 3. MINIMUM 1/2" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT IS REQUIRED ON BOTH SIDES OF A WALL ASSEMBLY. METAL PIPE THROUGH CONCRETE 7 FLOORMALL OR BLOCK WALL Al F RATING = 2 HR. UL SYSTEM No. CAJi 291 T RATING = O HR. F RATING = 1 HR. OR 2 HR. UL SYSTEM No. WL1085 T RATING = 0 HR. L RATING AT AMBIENT = LESS THEN i CFM/SQ.FT. L RATING AT 400'F = 4 CFM/SQ.FT. DISPLAY PANEL FIRE FIGHTER TELEPHONE CABINET DIALER BATTERY 8 FIRE COMMAND STATION -'Al.1.0 SCALE: NONE F RATING = 3 HR. T RATING = O HR., 1/2 HR., & 3/4 HR. (SEE U.L. FIRE RESISTANCE DIRECTORY VOL. 2) FROM END OF REMOTE BRANCH LINE TEST VALVE ACCESSIBLE SPRINKLER SYSTEM TEST CONNECTION SCALE: NONE SMOOTH BORE CORROSION RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER UL SYSTEM No. CAJ3095 PLOT DATE 06-05-07 Copyright 2007 a r C n I i e C L u r e, e In g j R toaer6 pg c§e s i g n+ I a n d p 1 9525 Rolibong gd., P.O. box 667 Hollcong, PA 18928-0667 215 794 1925 p 215 794 1926 f k W W W 5 5 5 04 W W W U U 0 U 0 U 0 F� 0 0 w Z U OO0000QO W z U W z � w 3 w 3 rx 4.0 3 � O 1-1 z A On on P. P. a a ' N N cn N �0 CD O O O i kn O O O O O O O ROBERT MUNROE PE #33868 projedIw chmAhr. 0722 R. LAWS dde June 5, 2007 TJC / ABJ / DCJ AS NOTED • TJCI rw FP/FAI A mO _c U) >0 c '3 roro 0 L 4-,o N (D c a) 0)0 0 �3 0 0 rt U) N 0 c O c� 73 L C 00 C -" >> c 0 (D 0 L •N 0 C N N aE c� L N 0 r E N O �4- U C 0 U z, QM ro N > N >' aC +� ro 0 `- C 0 >,'o ro N E -O 0 C C ro N JN J 7 �E W 1) Qtr- U 0 N 0_ QC C W (U Y� � 0 C LL O 11 N �0 Q N c O O U t c a (a0 00 a •- N c C 4� 2 E ro� N ro ui i o a) C :g N C 30 a O N C (D0� c -0 0c 0 ro N N N E> N t r U) 0 co 0 C U roro w L c [ 0 0 i= U C n fA 0 N �0 cE c-0 0 V to ro C U 0 W 0 N >> N 0 N U C N a) aN U c � a N > 0 ro c Nto u) rn Qto N .0 Y 0) 0 T-- to 4 c It- U1 t6 c N N E a-0 .0C E 2 c C j 0 L J 0 00 U) z ) 00 c 0-0 4) 0)U) 0 U) 0 Q a W 2� O lY N UQ� J= ro (n LL 0 a �2 a QQro L_ UOU o !A 0 Q 0�E U) U) Y � 'N 1- E Q ao = c N -i N+ LL 23:3 Q N U) U) 0 a +� O N E 0, � N +' '(C 41 CD �.c:-0 a a >' 0 U aQ 1 2 3 4 5 7 NOTE: 1. SEE FP3.1.0, FP3.2.0 A FP3.3. FOR LIVING UNIT DETAILS rJ Ci 100% COVERAGE, LIGHT HAZARD, WET PIPE SPRINKLER SYSTEM 0 E FIRST FLOOR PLAN FP/FA2.7.0 SCALE: 3/32" = V-Om F 100% COVERAGE, LIGHT HAZARD, WET PIPE SPRINKLER SYSTEM 100% COVERAGE, LIGHT HAZARD, WET PIPE SPRINKLER SYSTEM PLOT DATE 06-05-07 © Copyright 2007 a r c n i t e c t u r e, e n g j nteeerh ofi to s i g n+ I a n d p 1 9525 Wboft 9d., P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f W W W >>> WWW� UUU 00000 > WW U w > U w w W w 0 w coll A 0 aG w U� A 0 a; w U A 00 C4 v H A U A GG - En a 0 w A A A w P+ w A A w w w w w w w w a A A A A�:) A�D c C4 C4 rA V� U� U� un UD UnU� U) Ul m m N N N O o O 'cr O rl r-1 N N m m In �D ROBERT MUNROE PE #33868 L piroject Iron drown bq: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ soda AS NOTED oppims TJCI • iil0. FP/FA2. I m O —1 M v Q) N O c� N +:E.1 C 3 O a a m N La) c (D c_0 0 O 0 to a) 'L > E — I nl s .—.c Q o. 0 = c J (D +_ u- + E d 'c g33 QNu� U) N U) a �1 O a)E O , N N — 'N -c a 0 arM 0 CL < 1 2 3 4 0 A L l': C E F 100% COVERAGE, LIGHT NJ WET PIPE SPRINKLERS SECOND FLOOR PLAN SCALE: 3/32" = 1'-0" NOTE: 1. SEE FP3.1.0, FP3.2.0 A FP3.3. FOR LIVING UNIT DETAILS OVERAGE, LIGHT HAZARD, PE SPRINKLER SYSTEM PLOT DATE 06-05-07 © Copyright 2007 a r C n i T. e C i u r e, e n g teeerrpfi gesign+Ian d p 1 ons awba ft 9d., P.o. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f 1 W W W 5 5 5 H h F o w w w U 0 0 0 0 0 w O w w O w W O E~ w 3 r-,,, � w c� 3 A O � w 3 A v z A U O A w O w A A A a a a A A �Z) � � � cn un � � rA Uo cn N N 110 N O OM O O O O O O O ROBERT MUNROE PE #33868 C J Projsat m drawn by: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI • giiWim FP/FA2m2mO -a � C C 3 roro 0 L � a) a) N C a) mr roo O U) C (6 a) a .E c,o L a) roc s E a) 0 �4-- a) (n U C O n. ,o ro m> a) C � ro 0 C O T"o ro .a) E -0 0 C C ro) JU) J 3 U E Wa) g� U 0 Oc0 Qc C W ro Y. � .o Qr _ +' J C L O W U) O ,- O O 0 >,'D t C ro a (n 0 C ao N L C a-+ E a) roU a) (d U) L. U) L a) C L U) +� C O 0- U) a) a) .o a) c o 0� 0 ro (0 a) z roro > E_ L_rm a) r L 0 41 o0- L .0 0 ro ro U) C C 0 0 �U (n c = 0 u .c 0) CE 0 0ro U) (Do � U U) C C a) ro a) O 0 a) N L Q. N > m ro L a) fA 4CDC Q� 0) 0 r- U) 0) .0 N c NE �_ E a) o a) cc r J M O. J 00 _ 0) co Q aO aa) 0 0 0) (1) U Q C- .- W 2� O UQw (D J= ro �LLo a w�a QQro 0� o U) 0 Q O 0 ` U)Y NE Q Qo = C N LLZE d 'C E �33 < U)m 0 N� n �aa))� oa)E C) �_� L 0 (Z U aQ 1 3 4 A f =3 A E F 100% COVERAGE, LIGHT NI WET PIPE SPRINKLERS THIRD FLOOR PLAN FP/FA2.3.0 \ SCALE: 3/32- = 1'-0" NOTE: 1. SEE FP3.1.0, FP3.2.0 A FP3.3. FOR LIVING UNIT DETAILS OVERAGE, LIGHT HAZARD, PE SPRINKLER SYSTEM PLOT DATE 06-05-07 0 Copyright 2007 a r c n i t e c t u r e, e n g 1r4teeer001n4§esign+Ian d p 1 0525 MkoHg 9d., P.O. box 667 Hdicong, PA 18928-0667 215 794 1925 p 215 794 1926 f k W W W WWWU U O U O U O O O > w U > w U O W w W O Q `n Q `n A w w U O Q W a O r0 Ca Ca Q a, a a, �D �D �Z) U U) (A Ln (A U� 0 cn cn CA rA Ln CA m O 0 O O O O O O cy M Z O 0 O 4 o O O O O O O O ROBERT MUNROE PE #33868 project m drawn by: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI • r10. FP/FA2m3.0 L E U �C c3 m m 0 L m u0i C m c)).c O 0 0 +� t U) U) .c .cc 0 m� L •- L C 0 0 C 0 .0 >+ c 0 m L W C 0 L •N 0 C �m m O. C L m m15 LE .c mo L m U) 0 c 0 2 a. m> m >1 .0 C m 04-- c: 0 >'-0 m .0 E -a 0 C C m m U� J in J 7 cd E wm Q tr- U 0 m rOr^^ .c V! Y Q c C W m Y. � .o J c U 0 d N 0 Q -0 U) U) c w 0 0 U c mm am 0 c ao m 0 .c c ++ mc E m � m m O O rn c� N C 30 a a m m � c m C .O 0 C _ m m •m m m > E — L (p mL L t0 0 to L .0 0 C U (a m to C C 0 0 �U L �0 -0 mo .c E C U 0 U)N m 0 � U o� 0.� ma) rQ �m m m U) 0) �0_ +� C 0) •L Lo t ++ 0) 0 T- 0 4 C ti N � C (O m NE a-0 .0_ Em j 0 C U O Cj c -c J MO. J 4T W c 0) 00 a0 �U) U U) L. .0 W O. 2� O IY UQ� J = m Nu-o a �� a QQ m L 0 U) cn 0cn C U Q 0 0 ` YU) N - . r r Q Qo = c 0 J m V E Q N 0 �(m co L Q +. � N 3 o m E r O N 0 0 -�_0 =§0. Z 0 .L a >' U a� 1 2 3 5 i C �10 F L 100% COVERAGE, LIGHT HAZARD, WET PIPE SPRINKLER SYSTEM ATTIC / ROOF PLAN FP/FA2.4.0 \ SCALE: 3/32" = 1'-0" 100% COVERAGE, LIGHT HAZARD, WET PIPE SPRINKLER SYSTEM PLOT DATE 06-05-07 © Copyright 2007 a r c n 11:eciure,eng Intoaerh oftesign+Ian d p 1 95a ftibaBg 'Pd.. P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f W W W 5 5 5 H H H o w w w U U U O O O O O w P4 0 w P4 0 w o g q q�D °x Uo Q P4 o o q q q a, R, P. q q w w w w w w w w �D �D �D �D �D (A V) Uo CA C4of) U) U) GnU� cn unU� w m o R 0 0 0 0 0 0 N M N � N O OM � O N N m m A Z O O ROBERT MUNROE PE *33868 proj«* rw drown by: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI r10. FP/FA2m4mO 1 I 2 I 3 I 4 I 5 ! 6 I 7 I 8 A 10 UNIT TYPE "A" SCALE: 1 /4" = V-0" UNITS: 107, 109, 209, 309 UNIT TYPE "B-1 " SCALE: 1 /4" = V-0" UNITS: 111, 115, 118, 211, 223, 225, 229, 311, 324, 326, 331 UNIT TYPE "A-1" SCALE: 1 /4' = V-O" UNITS: 100, 101, 200, 201, 300, 301 UNIT TYPE "B-2" SCALE: 1 /4' = 1'-&' UNITS: 208,308 3 UNIT TYPE "A-2" A3.1.0 SCALE: 1 /4" = 1'-&' UNITS: 110, 117, 127, 128, 212, 228, 238, f239, 312, 330, 340, 341 7 UNIT TYPE "B-3" A3.1.0 SCALE: 1 /4" = 1'-O" UNITS: 222, 322 UNIT TYPE "B" SCALE: 1 /4' = V-0" UNITS: 102, 104, 108, 119, 120, 122, 123, 124, 125, 202, 204, 210, 230, 231, 232, 234, 235, 237, 302, 304, 310, 332, 333, 335, 336, 337, 338 I I I II I I I I I I to I KITCHEN I I 11 O O I I I I I LIVING ROOM O I I I 0 $ UNIT TYPE "B-4" 'A3.1.0 SCALE: 1 /4" = V-0" UNITS: 116, 227, 328 BEDROOM LEGEND: 1 S CEILING MOUNTED SMOKE DETECTOR, 120 VOL R<MINI-HORN NOTE: 1. SEE DRAWINGS FP2.1.0, FP2.2.0 & FP2.3.0 FOR SPRINKLER COVERAGE IN UNIT AREAS PLOT DATE 06-05-07 Copyright 2007 a r c n l t e c t u r e, e n g i R to eer 0 0 in Og e s i g n+ I a n d p 1 9525 poliLohg 9d., P.O. box 667 Hollcong, PA 18928-0667 215 794 1925 p 215 794 1926 f .10 W W W 5 5 5 w w U w � � H 0 0 0 0 0 F. w U w U w w m � A w A w c� A� v H w c� O w FH w w w w w w w w w �D A �D �D �D A Ln x Uz U� O NN .--� N O M N N M en vn �O - O O O O O O I O ROBERT MUNROE PE #33868 a U .c 4. r m c C N �L a CE E 0722 R. LAWS dabc June 5, 2007 jr TJC / ABJ / DCJ AS NOTED TJCI W. 110. FP/FA3. I m O L 0 r� N c O 0- a) c crs .L m L M a) .c L U) O U) 1- .0 O C V a7 � N C C 0 O �U U) N _0 m C U 0 N fd N O O 0 c c a) cu ao a) a) N 0) � C QLo r T- N 4 C 0 .0 6 C a) N E a) M_ E �Loc a) w L J om J 00 0 L 0) 00 - a0a) 0W 0 2H O UQ� Uj LL 0 11 I- 2 a QQ @ 0� o U)00 Q 0 0 Uj N O E a) mo =ca) L Q N 0 �a)a) U) n Q +� a) 0 o N E O 4' N N E 'co .� •m o U aQ 2 i 4 5 7 0 UNIT TYPE 1113-5" SCALE: 1 /4' = V-0' UNITS: 106, 206, 306 LIVING ROOM o 5 UNIT TYPE "Ell 'A3.2.0 SCALE: 1 /4' = V-0' UNITS: 121, 233, 334 �I KITCHEN I .- I I , , I , I I BATH I 1 / I � , I � I � 0 � 2 UNIT TYPE "B-6" —.2.0 SCALE: 1 /4- = V-0- UNITS: 126, 236, 339 s UNIT TYPE 'IF" 'A3.2.0 SCALE: 1 /4' = 1'-O" UNITS: 114, 226, 329 UNIT TYPE "c" SCALE: 1 /4" = V-0" UNITS: 103, 203,303 I LIVING ROOM -E I O I I I I KITCHEN I I® I I I I I I I I I I I I BEDROOM � I I � I ' I r BATH/� I I I I UNIT TYPE "G" SCALE: 1 /4" = V-0" UNITS: 112, 224, 327 UNIT TYPE "D" SCALE: 1 /4" = V-0" UNITS: 105, 205,305 I I I I I I j /$ATH \� I � � I / � 1 M I ' I O LIVING ROOM KITCHEN LU I 8 UNIT TYPE "H" 'A3.2.0 SCALE: 1 /4' = V-0' UNITS: 207, 307 I O 11 BATH / S I � / M I I I W.I.C. I I I I I BEDROOM I I I I I I UNIT TYPE Hill SCALE: 1 /4' = 1'-0' UNITS: 214,314 LEGEND: 1 S CEILING MOUNTED SMOKE DETECTOR, 120 VOL I MINI -HORN NOTE: 1. SEE DRAWINGS FP2.1.0, FP2.2.0 & FP2.3.0 FOR SPRINKLER COVERAGE IN UNIT AREAS I I LIVING ROOM ' I PLOT DATE 06-05-07 0 Copyright 2007 a r C n 1 L e C I u r e, e n g jin to a er ri fi aj e s i g n+ I a n d p 1 0525 RWiba ft 9d., P.O. box 667 Hollcong, PA 18928-0667 215 794 1925 p 215 794 1926 1 W W W W5W W5W W> W W W 3 w a U w 3 w a U w w aCA W U 0 w C7 A P4 U 0 w C7 Q cn � U 0 w C7 Ca Oa' 0 U O W �D U A 0 Cn a w �D �D � � cn Ln � VIL Gn rn rn o 0 0 0 0 0 0 0 m �c o Wn o r n •-- N O M .--a O ROBERT MUNROE PE #33868 <zz:f� �9- it `►� project m drown bar: 0722 R. LAWS June 5, 2007 . TJC / ABJ / DCJ soda AS NOTED Opp n- TJCI no. FP/FA3.2.0 L N C C c>3 @ 0 L 4- a) cn 0) .c � c m0 03 0 0 �c AN a) m L C +1 0 L c 0 0 C �c o� C (n 3 C O L U) cm0 C N E a .- C L- c a) 4- r E a) 0 O 4- U C 0 CL a) C 41 N 0 C 0 N (D Et- 0 0 C C (0 a) J 7 U E W a) Qr- U 0 O.c Qc: W N Y� �o Q L 2 *' J C LL 0 (n 0 Q U) c ,- 0 0 0 c o. m 0 c ao a) N a) N .E a7 "o a) @ (n L 0 0 a N a) a) c a) c� 0 C a3 a) N N E> Lro a) L L (n 0 Lo i 0 C U a) a3 W � C C 0 0 �U wU) o N �a) c E ro� a) c O O In a) 0 O 0 a� a) (D .c a a) D > a)m a) a)U) m 4., C L Q� L 0) 0 T- N �C N .E a) .O C E (D O L 0 a) ro J aJ m co 0) 0— Q 0)U) 0 0 Q a —W 2� 0 UQ� �= ro Coo a W�a QQ0 F.. L 0 fA 0 fo 0 Q O o 0 U) fn Y N •F E, Q Qo = a) c J a)_ l^L LL 'L Q cn fn I— a) U) a� .0 0 0 Na)E O N @o� � .3 a rn o ac t cn U aQ 1 2 3 5 E=1 1 2 3 4 5 0 7 0 MECHANICAL NOTES: I. CONTRACTOR TO VERIFY ALL CONDITIONS ON SITE PRIOR TO BIDDING AND BEGINNING WORK AND NOTIFY OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL COMPLY WITH 2O04 FLORIDA BUILDING CODE. 3. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, FEES, LICENSES AND INSPECTIONS. 4. CONTRACTOR SHALL OBSERVE OSHA SAFETY STANDARDS AND MAINTAIN AREA CLEAN DAILY. S. ALL FINAL CONNECTIONS BY THIS CONTRACTOR TO ALL EQUIPMENT. 6. ALL INTERIOR RECTANGULAR DUCTWORK TO BE GALVANIZED SHEET METAL IN ACCORD. WITH SMACNA DUCT CONSTRUCTION STANDARDS, 1/2" W.G.. DISHWASHER EXH. DUCT TO BE ST.STL. 7. DUCTWORK SHALL BE FABRICATED AND BRACED IN ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS. 8. ALL DUCTWORK SHALL COMPLY WITH NFPA 90A. 9. ALL KITCHEN HOOD DUCTWORK SHALL COMPLY WITH NFPA 96, BLACK STEEL. 10. FLEXIBLE DUCTWORK SHALL BE INSULATED WITH 1' THICK VAPOR BARRIER, FLEXMASTER TYPE 3 OR EQUAL. NO FLEXIBLE DUCTWORK SHALL BE INSTALLED ABOVE INACCESSIBLE CEILINGS. 11. SUPPLY DUCTWORK SHALL BE INSULATED 1" THICK FIBERGLASS WITH VAPOR BARRIER, 25/50 FIRE HAZARD RATING, SEALED SEAMS. 12. FURNISH AND INSTALL ALL CONTROL WIRING FOR OPERATION OF EQUIPMENT. 13. PROVIDE FOR FLEXIBLE CONNECTIONS AT EQUIPMENT. 14. INSTALL ALL DUCTWORK AS HIGH AS POSSIBLE. 15. PROVIDE SHOP DRAWINGS OF ALL EQUIPMENT FOR REVIEW PRIOR TO ORDERING. 16. DUCTWORK SHOP DRAWINGS TO BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION, THE CONTRACTOR SHALL PREPARE DETAILED CONSTRUCTION SHOP DRAWINGS OF THE ENTIRE EXTENT OF THE SHEET METAL DUCT INSTALLATION. LOCATIONS OF ALL DUCTS TO BE FIELD VERIFIED TO ELIMINATE INTERFERENCE WITH BUILDING CONSTRUCTION AND WORK OF OTHER TRADES. 17. PROPER FIRE PROTECTION MEASURES SHALL BE ENFORCED AT ALL TIMES. 18. CONTRACTOR TO COORDINATE DUCTWORK WITH CEILING HEIGHT AND EXISTING STRUCTURAL STEEL. 19. ALL WALL AND ROOF PENETRATIONS BY THIS CONTRACTOR. OPENINGS SHALL BE FLASHED, COUNTERFLASHED AND SEALED WEATHERTIGHT AND WATERPROOF. 20. CONTRACTOR SHALL PROVIDE, IN WRITING, A ONE (1) YEAR GUARANTEE AND WARRANTY ON ALL MATERIAL, EQUIPMENT AND WORKMANSHIP. ANY DEFECTS WILL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. 21. ALL MECHANICAL EQUIPMENT AND APPLIANCES SHALL BEAR THE LABEL OF AN APPROVED TESTING AGENCY. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 22. ALL EQUIPMENT SHALL BE IN STRICT ACCORDANCE WITH ASHRAE STANDARD 62.1.2004 AS PER INDOOR AIR QUALITY CONSTRUCTION OF EQUIPMENT STANDARDS. 23. ALL LOCAL AND EXHAUST FANS MUST BE A MINIMUM OF 10'-0" AWAY FROM OUT DOOR AIR INTAKES PER FLORIDA 2004 BUILDING CODE. 24. EQUIPMENT MANUFACTURES NAMES & MODEL NUMBERS ARE SHOWN FOR BASIS OF DESIGN. 25. DUCT MOUNTED SMOKE DETECTORS, PROVIDED BY THE ELECTRICAL CONTRACTOR, SHALL BE MOUNTED BY THIS CONTRACTOR. 26. PROVIDE RETURN AIR DUCT WITH 1/2" ACOUSTICAL LINING. 27. HOOD EXHAUST DUCTWORK TO HAVE 2 HOUR FIREPROOF INSULATION. 28. PROVIDE DUCT SMOKE DETECTORS FOR ALL AC EQUIPMENT 2000 CFM OR GREATER. 29. PROVIDE FIRE STOPPING AT ALL FIRE WALL PENETRATIONS. SEE ARCHITECTURAL DRAWINGS FOR FIRE WALL LOCATIONS. 30. PROVIDE FIRE DAMPERS AT ALL FIRE WALL. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS. 31. CONTRACTOR SHALL BALANCE ALL AIR SYSTEMS PER NEBB. 32. ALL DUCTWORK ASSOCIATED WITH POOL AREA TO BE ALUMINUM WITH WATERTIGHT JOINTS AND SEAMS. 33. ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN. CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY FOR A COMPLETE OPERATING SYSTEM. CONTRACTOR TO CONTACT ARCHITECT/ENGINEER IN WRITING, PRIOR TO BIDDING FOR CLARIFICATION OF DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS. HVAC ABBREVIATIONS: AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AP ACCESS PANEL ATC AUTOMATIC TEMPERATURE CONTROL ODD BACKDRAFT DAMPER BHP BRAKE HORSEPOWER BTU BRITISH THERMAL UNIT CD CEILING DIFFUSER CFM CUBIC FEET PER MINUTE DB DRY BULB DEG DEGREES (FAHRENHEIT) DIA/O DIAMETER DN DOWN DX DIRECT EXPANSION EA EXHAUST AIR EF EXHAUST FAN EG EXHAUST GRILLE ER EXHAUST REGISTER ESP EXTERNAL STATIC PRESSURE EXH EXHAUST OF DEGREE(S) FAHRENHEIT FD FIRE DAMPER FLA FULL LOAD AMPS HOA HAND-OFF AUTOMATIC SELECTOR SWITCH HP HORSEPOWER HVAC HEATING, VENTILATING, AIR CONDITIONING HAV HEATING & VENTILATING IN/WG INCHES WATER GAUGE KW KILOWATT LAT LEAVING AIR TEMPERATURE LD LINEAR DIFFUSER LVR LOUVER MBH 1000 BTU PER HOUR NTS NOT TO SCALE OA OUTSIDE AIR OAD OUTSIDE AIR DAMPER OAI OUTSIDE AIR INTAKE RG RETURN AIR GRILLE RH RELATIVE HUMIDITY RHC REHEAT COIL RPM REVOLUTIONS PER MINUTE RR RETURN AIR REGISTER RS REFRIGERANT SUCTION SEF SMOKE EXHAUST FAN SF SUPPLY AIR FAN SH SENSIBLE HEAT SP STATIC PRESSURE T THERMOSTAT DUCT SYMBOLS: VOLUME DAMPER 450 VOLUME DAMPER L TURNING VANES 10"118" VOLUME DAMPERS I I� TURNING VANES EXHAUST FAN SCHEDULE STATIC UNIT NO. AREA SERVED DUTY CFM RE PRESSURE HP RPM TIP REMARKS* DRIVE BASIS OF DESIGN ELEC. H2O SPEED EF 77 1 LIVING UNITS EXH 193 .25" WATTS 640 1 DIRECT CARNES VCDDOIOC 120/1/60 EF 102 2 ELEV. RM Cl 25 EXH 141 .125" WATTS 710 1 DIRECT CARNES VCDD015C 120/1/60 EF 102 3 JAN. C120B EXH 141 .125" WATTS 710 1 DIRECT CARNES VCDD015C 120/1/60 EF 77 4 TOILET C120A EXH 93 .25" WATTS 640 1 DIRECT CARNES VCDD010C 120/1/60 EF 300 5 DISHWASHER EXH 500 .5' WATTS 960 DIRECT CARNES VCDD070C 120/1/60 EF 6 ELEC. RM EXH 3918 .1' 1/4 655 4113 1, 2, 3, 4, 5 BELT CARNES LWBK24 120/1/60 EF 300 7 BEAUTY C113 EXH 534 .75" WATTS 980 1 DIRECT CARNES VCDD070C 120/1/60 EF 131 8 TOILET C106 EXH 196 .25" WATTS 740 i DIRECT CARNES VCDD020C 120/1/60 EF 77 9 TOILET C107 EXH 93 .25" WATTS 640 1 DIRECT CARNES VCDDOIOC 120/1/60 EF 102 10 ELEV. RM C132 EXH 141 .125" WATTS 710 1 DIRECT CARNES VCDD015C 120/1/60 EF 77 11 TOILET C135A EXH 93 .25" WATTS 640 1 DIRECT CARNES VCDDOIOC 120/1/60 EF 77 12 TOILET C204 EXH 93 .25" WATTS 640 1 DIRECT CARNES VCDDOIOC 120/1/60 EF 77 13 TOILET C304 EXH 93 .25" WATTS 640 1 DIRECT CARNES VCDDOIOC 120/1/60 EF 77 14 JANITOR C133 EXH 93 .25" WATTS 640 1 DIRECT CARNES VCDDOIOC 120/1/60 EF 77 15 JANITOR C233 EXH 93 .25" WATTS 640 1 DIRECT CARNES VCDDOIOC 120/1/60 EF 77 16 JANITOR C333 EXH 93 .25" WATTS 640 1 DIRECT CARNES VCDDOIOC 120/i/60 REMARKS: 1. RADIATION DAMPER 3. SHUTTER DAMPER 5. REVERSE ACTING THERMOSTAT 2. WALL SLEEVE 4. MOTOR GUARD ELECTRIC RADIATION SCHEDULE ENCLOSURE SIZE LENGTH WATTS/ TOTAL CAPACITY ELECT. SYMBOL TYPE HxD(IN.) FT- Fr. WATTS MBH SERVICE REMARKS BASIS OF DESIGN BB W/ INTERNAL TSTAT, 1 BASEBOARD 6.3/4'W-7/8. 6'-0" 250 1500 S118 208/1/60 END CAPS Q-MARK 2506W ER 1 CONVECTOR 14.1/4"x5' 4'-0" 500 2000 6826 208/1/60 W/ INTERNAL TSTAT Q-MARK ASH14A-4500 RETURN OR EXHAUST Ul Ev SUPPLY =_ _ TURNING VANES EL. WIDTH "W° =INS. RADIUS TURNING RETURN OR EXHAUST SUPPLY F---- - TURNING ---- VANES VANES c_ AIR DISTRIBUTION, GENERAL SYMBOLS & NOMENCLATURE: VOLUME DAMPER DAMPER (type as indicated; BBC, MOD, FD, SD/FD, VD, etc.) - DAMPER (DD DUCT MOUNTED SMOKE DETECTOR '77Vc FLEXIBLE CONNECTION mmFLEXIBLE DUCTWORK FLEXIBLE DUCTWORK TO THERMOSTAT TURNING VANES -�� FULLY LOUVERED DOOR (LIVING UNITS) DIFFUSER, REGISTER & GRILLE SCHEDULE DUTY SYMBOL AREA SERVED MODEL FINISH REMARKS BAKED WHITE SUPPLY CD AS NOTED CARNES SFTB ENAMEL W/ OPPOSED BLADE DAMPER BAKED WHITE SUPPLY SR AS NOTED CARNES RTDB ENAMEL W/ OPPOSED BLADE DAMPER BAKED WHITE RETURN RR AS NOTED CARNES RSAB ENAMEL BAKED WHITE EXHAUST ER AS NOTED CARNES RSAB ENAMEL BAKED WHITE TRANSFER OR AS NOTED CARNES RSAB ENAMEL WITH FIRE DAMPER BAKED WHITE SUPPLY SG AS NOTED CARNES RSAB ENAMEL FAN SCHEDULE STATIC UNIT NO. AREA SERVED CFM PRESSURE HP RPM TIP REMARKS* DRIVE 'BASIS OF DESIGN ELEC IN. H2O SPEED SF 1 ATRIUM 46,950 1" 30 675 8,660 1, 2, 3, 4, 5 BELT COOK 445CPS-A 208/3/60 1 ATRIUM 46,950 1° 30 675 8,660 1, 2, 3, 4, 5 BELT COOK 445CPS-A 208/3/60 SE 2 ATRIUM 46,950 1- 30 675 8,660 1, 2, 3, 4, 5 BELT COOK445CPS-A 208/3/60 REMARKS: 1. EXPDXY COATING 4. BIRSCREEN 2. WEATHER OVER 5. UL LISTED FOR SMOKE CONTROL 3. RAIN HOOD ELECTRIC UNIT HEATER SCHEDULE SYMBOL TYPE LOCATION FAN HEATING CAPACITY REMARKS BASIS OF DESIGN CFM HP ELECT. SERVICE RPM KW EAT OF STEPS ELECT. SERVICE UH 1 PROPELLER ELEC. RM. 650 1/30 208/1/60 1600 7.5 60 1 208/3/60 WALL T'STAT Q-MARK MUH-07.2 UH 2 PROPELLER LAUNDRY RM. 650 1/30 208/1/60 1600 7.5 60 1 208/3/60 WALL T'STAT Q-MARK MUH-07.2 KITCHEN MAKE-UP / EXHAUST UNIT UNIT No. CFM SUPPLY CFM EXHAUST SUPPLY ESP SUPPLY HP EXHAUST ESP SUPPLY HP HEATING MBH MBH GAS CF/H ELECTRIC FUSING REMARKS BASIS OF DESIGN MUA PREFAB ROOF CURB, DISCHARGE 4160 5200 3/4" 1-1/2 2" 3 ISO ISO 208/3/60 30 HACR MODULATING TEMPERATURE ECONOVENT DUO -FAN 1 CONTROLLER, 2" FILTERS, GAS FURNACE VENT SCHEDULE UNIT NO. CFM SQ. FT. REMARKS BASIS OF DESIGN RV 1 534 .96 PREFAB CURB, BIRDSCREEN CARNES OSAA12 FAI 1 400 .96 PREFAB CURB, BIRDSCREEN CARNES GSAA12 FAI 2 450 .96 PREFAB CURB, BIRDSCREEN CARNES GSAA12 NOTE: 1. FOR EQUIPMENT SCHEDULES FOR CONDENSING UNITS (CU), UNIT AIR HANDLING UNITS (FSO) AND CEILING CASSETTE UNITS (FXF), SEE MECHANICAL SPECIFICATIONS. ROOF GAS -FIRED AIR �COND/HEATING UNIT SCHEDULE SUPPLY OUTSIDE COOLING HEATING ELECTRICAL UNIT NO. AIR AIR REMARKS BASIS OF DESIGN EXT EAT SENS TOTAL COIL LA BTU/HR BTU/HR CU. FT/HR EAT LAT VOLTAGE FUSE HP DO WE DO WB CFM CFM S.P. BTU/HR BTU/HR INPUT OUTPUT NAT. GAS RTU 1990 400 1" 79.6 67 61,000 73,000 55 54 120,000 97,200 120 64 109 208/3/60 50 HACR 1 1, 2, 3, 4 TRANE YSC072A3EMA RTU 2 1990 400 V. 80 67 61,000 73,000 55 54 120,000 97,200 120 64 109 208/3/60 SO HACR 1 1, 2, 3, 4 TRANE YSC072A3EMA RTU 3 3250 700 1" 80 67 103,000 120,000 55 54 200,000 162,000 200 64 1105 208/3/60 60 HACR 3 1, 2, 3, 4, 5 TRANE YSC120A3EMA RTU 4 1990 1040 1" 80 67 61,000 73,000 55 54 120,000 97,200 120 64 109 208/3/60 50 HACR 1 1, 2, 3, 4 TRANE YSC072A3EMA REMARKS: 1. 2' FILTER 2. THROUGH BASE ELECTRICAL & GAS 3. UNIT MOUNTED DISCONNECT 4. POWERED CONVENIENCE OUTLET 5. SMOKE DETECTOR HEAT PUMP SCHEDULE AREA FAN COOLING CAPACITY HEATING CAPACITY CFM ESP IN. WG O.A. CFM ELECT. SERVICE RPM EAT DB OF EAT WO OF SENS. MBH TOTAL MBH EAT OF MBH SYMBOL SERVED ELEC. AMPS FUSE REMARKS BASIS OF DESIGN 1' T.A. FILTERS, DISCHARGE CARRIER FE5NAF006000, IHP 1 AS NOTED 1200 .7' 400 208/1/60 81 68 31.2 46.7 60 36 240/1 /60 8.5 15 HACR T-STAT SET 75° CSPH4812A 1' T.A. FILTERS, DISCHARGE CARRIER FE5NAF006000, IHP 2 AS NOTED 1400 37" 450 208/1/60 81 68 36.0 53.4 60 36 240/1/60 8.5 15 HACR T-STAT SET 75° CSPH6012A AIR COOLED OUTDOOR HEAT PUMP SCHEDULE FAN MAX UNIT No. BTU/HR COOLING SEER MCA MOTOR REFRIG BASIS OF DESIGN ELEC FUSE HP AMPS OHP-1 48,000 14 35.4 1/5 PURON CARRIER 25HCA44SAGO30 208/1/60 50 HACR OHP-2 60,000 14 34.1 1/5 PURON CARRIER 25HCA46OA0030 208/1/60 50 HACR PLOT DATE 06-05-07 © Copyright 2007 a rcnttecture,eng I P to eer IM 0 Ni � e s i g n+ I a n d p I �� r�itonq gd., P.O. box 667 Hdtconq, PA 18928-0667 215 794 1925 p 215 794 1926 f w w w w w w E~ U U U E~ w w w A A A w a a o 0 0 0 0 0 0 0 fV N M N 1,0 � O N In O O M 'IT •--+ kn O � N N m m v� "O 0 0 0 0 0 0 FRED MUSCATELLO PE #62451 I LG00 110. 11 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED ITJCI • 110. ml A Mo _ L � N >, c c '3 L O .O c N O a) U0. CID ) 0 � 0 0 �r .CC +' o N �• t0 � L 0 U c >� c _ N L C 30 L •N O C � N c� a .E c -O L r E O N rn U C :1 O 0 � a 'c N N > N >' � c O 0 4- C 0 E -0 O C c m 0 JN J :3 W 0 Qt: U o O�N Q c W N Y� � ,O 2� J C LL O � O U) c ,1 O O U � C N @ aN o c a •o L C 0 N N � L U O 0 c� N c .3 0 c 0 c � 0 _0 U C N c� 0 'C m 0 E> O L L N O L .00 O U t0 L 0 0 �' U c� can ui 0 �0 c E � 0 _ C U O N N 0 0 O U cc a� m� a� N N L Q 0 a� � m L N O c Q� N r N 41 C O o T-- 0 4 c f� N C 0 N .E (D .0 C E °' c > 0 0> N C U L J � Q- J �N 0owt 0) 00 0-0� �U) U 0 Q Q ._ w =�o UQ� J = t0 (A LL 0 Q Q c0 0 1-L O , a) 10 Q 0 0 U)0 Y N E E-, � Q0 a J 0 LL T E a•L� 3 < U) fn � N 0 U) L 0 N 3 00E O W 0 00� Q Q >' W U aQ a. �� I�liil IL! i, iliil�l IaYiit flnu311tr _ L � N >, c c '3 L O .O c N O a) U0. CID ) 0 � 0 0 �r .CC +' o N �• t0 � L 0 U c >� c _ N L C 30 L •N O C � N c� a .E c -O L r E O N rn U C :1 O 0 � a 'c N N > N >' � c O 0 4- C 0 E -0 O C c m 0 JN J :3 W 0 Qt: U o O�N Q c W N Y� � ,O 2� J C LL O � O U) c ,1 O O U � C N @ aN o c a •o L C 0 N N � L U O 0 c� N c .3 0 c 0 c � 0 _0 U C N c� 0 'C m 0 E> O L L N O L .00 O U t0 L 0 0 �' U c� can ui 0 �0 c E � 0 _ C U O N N 0 0 O U cc a� m� a� N N L Q 0 a� � m L N O c Q� N r N 41 C O o T-- 0 4 c f� N C 0 N .E (D .0 C E °' c > 0 0> N C U L J � Q- J �N 0owt 0) 00 0-0� �U) U 0 Q Q ._ w =�o UQ� J = t0 (A LL 0 Q Q c0 0 1-L O , a) 10 Q 0 0 U)0 Y N E E-, � Q0 a J 0 LL T E a•L� 3 < U) fn � N 0 U) L 0 N 3 00E O W 0 00� Q Q >' W U aQ a. �� I�liil IL! i, iliil�l IaYiit flnu311tr I� SUPPLY DUCT FROM AIR VOLUME CONTROL BOX BELLMOUTH FLEXIBLE DUCT CONNECTIONSEE NOTE 1 5'-0"MIN., 6'-0" MAX. LENGTH STRAIGHT LENGTH MINIMUM OF TWO DUCT DIAMETERS VD r-------- 1 SEE NOTE 5 TYPES LD �— SEE NOTE 4 SUPPLY DUCT FROM AIR VOLUME CONTROL BOX 7'-0" MIN. IF AUX. BELLMOUTH VD IS REQUIRED CONNECTION — SEE NOTE i SHEET METAL COLLAR EQUALIZING GRID INTEGRAL VOLUME DAMPER SEE NOTE 6 VD FLEXIBLE DUC 5'-0- MIN., 6'-0- MAX. LENGTH AUXILIARY VD SEE NOTE 3. STRAIGHT LENGTH MINIMUM OF ONE DUCT DIAMETER SEE NOTE 2 SEE NOTE 5 TYPES CD NOTES: i. SIDE BRANCH CONNECTION SHOWN. USE SIMILARLY ARRANGED TOP OR BOTTOM BRANCH CONNECTION AS REQUIRED. TEE CONNECTION ALLOWED ONLY WHERE DUCT HEIGHT IS NOT ADEQUATE FOR BELLMOUTH. 2. MAY BE REDUCED ONLY WHEN REQUIRED BY SPACE LIMITATION. PROVIDE SHEET METAL TRANSITION AS REQUIRED BETWEEN FLEXIBLE DUCT AND SHEET METAL COLLAR IF DIFFUSER DOES NOT HAVE ROUND CONNECTION. 3. PROVIDE CONCEALED CEILING DAMPER REGULATOR OR CEILING ACCESS DOOR WHERE VD IS LOCATED ABOVE INACCESSIBLE CEILING. 4. VD LOCATION FOR DIFFUSER LOCATED IN ACCESSIBLE CEILING. S. PROVIDE BORDER STYLE AND DIFFUSER FACE COMPATIBLE WITH CEILING SYSTEM. REFER TO ARCHITECTURAL DRAWINGS AND DRAWING SCHEDULE. DIFFUSER INSTALLATION SCALE: NONE DAMPER PROTECTED WITH 1/16" CERAMIC CODED BOTH SIDES & HELD OPEN WITH 160" F FUSIBLE LINK GALVANIZED STEEL AIR DUCT JOISTS HANGER WIRE 8' MAX. UNLESS OTHERWISE DUCT SUPPORT, SPECIFIED C.R. CHANNEL FIRE RATED TILE AIR DIFFUSER REGISTER GRILLE HINGED SHEET STEEL DAMPER DIFFUSER FLANGE LAPS STEEL (LABEL NOT REQUIRED; HOWEVER, THE U.L. FIRE RESISTANCE DIRECTORY DEFINES THE USE OF AND LIMITS OF APPLICATION OF THESE DEVICES.) I \ \ 1 \ DIFFUSER \ \ DROP SLADE CEILING CORROSION RESISTANT HINGE DIFFUSER REGISTER GRILLE DETAIL OF CEILING DAMPER FOR UNLINED OR UNINSULATED DUCTWORK SCALE: NONE BACKDRAFT DAMPER DucT EXHAUST FAN SHEET METAL FUSIBLE LINK FIRE DAMPER / RADIATION 1 HOUR RATED DRYWALL CEILING GRILLE ,o TOILET EXHAUST FAN DETAIL 1.2.0 SCALE: NONE FAN BIRD SCREEN 3 7'-0" MIN. IF AUX. STRAIGHT LENGTH MINIMUM OF TWO VD IS REQUIRED DUCT DIAMETERS. INSTALL PER DETAIL B IF ADEQUATE SPACE NOT AVAILABLE. 4 SEE NOTES 3 AND 4 5 SEE NOTE 3 FLEXIBLE DUCT SEE NOTE 1 FLEXIBLE ma DUCT 5'-0" MAX. LENGTH AUXILIARY VD WHERE SHOWN ON DRAWINGS. SEE NOTE 2 SEE NOTE 1 PROVIDE CONCEALED CEILING DAMPER SHEET METAL REGULATOR OR CEILING ACCESS COLLAR STRAIGHT LENGTH DOOR WHERE ABOVE INACCESSIBLE CEILING SHEET METAL EQUALIZING GRID MINIMUM OF ONE COLLAR DUCT DIAMETER INTEGRAL VOLUME DAMPER SEE NOTE 5 TEE BAR FOR LAY -IN TYPE SEE NOTE 5 DETAIL 'A' SEE NOTE 5 DETAILS' NOTES: 1. PROVIDE FLEXIBLE DUCT ONLY FOR LAY -IN CEILING INSTALLATION OR AS REQUIRED FOR ALIGNMENT WITH CEILING PATTERN 2. PROVIDE SHEET METAL TRANSITION BETWEEN FLEXIBLE DUCT AND SHEET METAL COLLAR IF DIFFUSER DOES NOT HAVE ROUND CONNECTION. 3. BELLMOUTH CONNECTION FOR ROUND BRANCH DUCT. SMACNA BOOT FOR RECTANGULAR BRANCH DUCT. 4. SIDE BRANCH CONNECTION SHOWN. USE SIMILARLY ARRANGED TOP OR BOTTOM BRANCH CONNECTION AS REQUIRED. 5. PROVIDE BORDER STYLE AND DIFFUSER FACE COMPATIBLE WITH CEILING SYSTEM. REFER TO ARCHITECTURAL DRAWINGS AND DRAWING SCHEDULE. 6. ROUND BRANCH DUCT SHOWN. RECTANGULAR BRANCH DUCT SIMILAR APPROPRIATE CONNECTIONS/TRANSITIONS. DIFFUSER INSTALLATION SCALE: NONE FAN SUPPORT CURB BY DIV. 15 SEE NOTES i & 3 ---- ------------ BACKDRAFT ---- DAMPER FLEXIBLE CONNECTION 2D MIN. i� ROOF CURB BY DIV. 15 i SEE NOTES i� 1 & 2 i i i DUCT DOWN DISCHARGE DUCT W/ SCREEN SECTION A -A PLAN NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR INSTALLATION DETAIL. REFER TO SPECIFICATIONS FOR INSTALLATION. 2. TOP OF DUCT CURB MIN. 12' ABOVE FINISHED SURFACE OF ROOFING OR BALLAST AS APPICABLE. 3. HEIGHT AS RECOMMENDED BY SMACNA FIG.5-4 FOR ROOF MAINTENANCE, EXCEPT 36" MAX., MIN, 12" ABOVE FINISHED SURFACE OF ROOFING OR BALLAST AS APPLICABLE. ROOF MOUNTED UTILITY SET (HORIZONTAL DISCHARGE) SCALE: NONE FIREWALL ATTACH DUCTWORK TO FIRE DAMPER WITH REINFORCED 10 GAUGE WALL SLEEVE ANGLES "S" SLIP ALL SIDES OF WALL (TYP ALL CONNECTI NS) OPENING I I -xl "xl /8" ANGLE TO SECURE ACCESS DOOR I I FIRE DAMPER IN WALL SLEEVE r 1 FIRE DAMPER 1 "xl -xl /8" ANGLE ALL (SEE SPECS) SIDES TO SECURE WALL SLEEVE IN OPENING 1 1 /2" HR. FIRE DAMPER IN WALL 1.2.0 SCALE: NONE FLEX CONNECTION BACKDRAFT DAMPER EXHAUSTFAN FLEX CONNECTION NEW EXHAUST DUCT (VERIFY SIZE & ROUTING IN FIELD) DISCHARGE CAP WITH BIRDSCREEN, LOCATE 15 FEET OR MORE FROM AIR CONDITIONING UNIT FRESH AIR INLET. CEILING L NEW EXHAUST IREGISTER TOILET EXHAUST FAN DETAIL 1.2.0 SCALE: NONE FRONT VIEW SECTION A -A 1. GYPSUM WALL ASSEMBLY (U.L. CLASSIFIED U300 OR U400 SERIES) (1-HR. FIRE RATING). 2. MAXIMUM 24" x 12" RECTANGULAR STEEL DUCT (MINIMUM 24 GAUGE). (NOTE: NOT FOR USE IN DUCT SYSTEMS CONTAINING DAMPER). 3. MINIMUM 5/6" DEPTH HILTI CP 601S ELASTOMERIC FIRESTOP SEALANT INSTALLED FLUSH WITH BOTH SURFACES OF WALL. 4. SEE NOTE No. 3 BELOW. NOTE: 1. MAXIMUM AREA OF OPENING = 325 SQUARE INCHES, WITH MAXIMUM DIMENSION OF 25 INCHES. 2. ANNULAR SPACE = MINIMUM 1/4", MAXIMUM 3/4". 3. AFTER SEALING ANGLE (1.2 x 2 x 1 /8") TO DUCT WITH No. 8 (OR LARGER) STEEL SHEET METAL SCREWS. ANGLE DOES NOT HAVE TO BE FASTENED TO THE WALL. METAL DUCT (WITHOUT DAMPER) 3 THROUGH 1 HR. GYPSUM WALL .2.0 F RATING = 1 HR. UL SYSTEM No. WL7003 T RATING = 0 HR. SHEET METAL STRAP SHEET METAL STRAP 1' WIDE OF SAME i" WIDE OF SAME GAUGE AS DUCT METAL GAUGE AS DUCT DUCT SHEET METAL BAND DUCT 1" WIDE OF SAME METAL GAUGE AS DUCT \ \ J ANGLE - NOT LESS THAN 4" x i" x 1/8' SIZED TO MATCH DUCT 8 SHEET METAL DUCT HANGERS 1.2.0 SCALE: NONE 7 i "F„ SQUARE WOOD TOP CURB STEEL OR ALUM. AS REQUIRED pw 2 t /a- _ CD ROOF LINE yx,� c_ 'E' souertE 4 PREFABRICATED ROOF CURB 1.2.0 SCALE: NONE SHEET METAL SAFING OR ANGLES. ANGLES REQUIRED WHEN SAFING USED FOR DUCT SUPPORT AT FLOORS. I L DUCT LINING WHERE SHOWN ON PLANS OR SPECIFIED I r I PACK SPACE WITH I NOTE: FIBROUS MATERIAL WHERE FIRE, SMOKE, OR COMBINATION AND SEAL BOTH FIRE/SMOKE DAMPERS ARE REQUIRED, SIDES. SEE SPECS INSTALLATION WILL BE PER DAMPER /// FOR MATERIALS. MANUFACTURER'S REQUIREMENTS TYPICAL INTERIOR WALL OR 9 FLOOR SLAB PENETRATION 1.2.0 SCALE: NONE PLOT DATE 06-05-07 © Copyright 2007 a r c n i t e c t u r e, e n g IA to a er h p fi t e s i g n+ I a n d p 1 9525 Wkaft gd., P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f W W W > > F F E O W W W U U 3 > w O 3 , W Ow W W F U O w 3 Q O O w Q3Q a la O O w ¢3 w Q O U o z U 0 O cn aj z w P. O �w w a, a ww ww www w w w �D �D �:) �D �D �:) �:) cn Ln 0 0 0 0 0 0 o 0 N M �c N WO O) I N N to rn �O ,-- O O O 01 O O O FRED MUSCATEL40 PE #62451 I �l N projed rw & a wfl 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI • sheit no. M m2mO m O 0 4 C AN N N _c C *' 0 0 +� L •— M L O U C ."a �+ C om _c (N C O_ L N O C N N Q E C � L O c L E N 0 N U) U C 3 O a L_ L_ N N > N � C +� m 0 `- C 0 >''a @ .N E a 0 C C m JN J 3 E Ld N Q t: Uo 0.9 Q c C W m Y .d � •0 < c J C LL 0 d N 0 CO C 4- 0 O U t oc ao N rn .45 C 2 .E M 4+ O @ fA L In '0 N C_ L i) +� C 0 O. � N 0 � C tU cn 0 c U C i6 ai L tt3 N L (0 4 U) 0 i -0 0 C U f0 0 U 0 0 �U can ui 3 C 0 N �0 C E m L� 0 ui M C U O L N 0 U N N 0' U L � a N "a w N O L mro a)N rn �C M a� Lo N L W 0 4 C �� In c N E 0� � C � N C o C U 0jn U ;_ �J ro ao U) c 0) 00 Q a. 00 i_ U) U Q -W 2� o UQ-0 J = IO (A Lt_ 0 w� a Q Q N L UO�O fn O U Qo� 0 Y N L Q Qo = a) C LL E a•L� Q O In N N (n L Q N 7 1 O N E , O0 1 'm+' 'N 00� .c •3 Q m 0 Qt N U aQ i I i i i 4 5 i UNIT TYPE "A-1" UNIT #100 2 BED/2 BATH UNIT TYPE "A-1' UNIT #101 2 BED/2 BATH ❑ 1 ❑ 0 —� n cu-1 Cu-4 � _ / /' ^ \, I NOTE: /Od. ALL DUCTWORK PENETRATING FIRE RATED CEILING ABOVE — Q ` DROPPED CEILING SHALL HAVE FIRE DAMPERS & ACCESS _ — F-1 IIII PANELS DENOTED THIS AREA AS FD. .. FXF STC1R81• 1 I I I I it El CU-1 R 1_"HI' I it 1 trI,rlrrll�l 11 Ir Irll—II Irt1 I I�IH191 i rt1- FIfn UNIT TYPE "B" CU-15 III 1 II II II II II II II II II II II II II II II II II II II II II II II II III II II II II II II II II II II II II II II II II UNIT #102 I II II II II II II II II II II II II II II II II II II II II II II II II III II II II II II II II II II II II II II II II II 1 BED/1 BATH II II II II II II II II II II II II II II II II II II II II II II II II III II II II II II II II II II II II II II II II II — — Q, II II II Ii ll ll ll ll ll ll II II II II II II II II ll ll ll ll ll ll ll ll ll ll ll ll ll ll II II II II II II II II II II II II II II ll ll l II II II II II II II II II II II II II II II II II III II II II II II II II II II II II II II II II II _ _ � / \ � II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II III II II II II II II II II II II II II II II II II II II II II II II II II II II II II ® II II II II II II II II II II II II II II II II II II II II II II III II II II II II II III II II II II II II III II III II II II II II II II x \ O UNIT TYPE"C" II II II II II II II II II III II I II II II II II II II II III II III II I II II II II II II II II x UNIT #103 — — — — — — — — — — — O / ® STUDI0/1 BATH / \ -I - \\ CU-4 / /I 1 I FD 110.0 CD K:71 I FD I I 10"0 CD I I FD I (\ \ II 1 O"0 CDl \ \ IIIl III — • e �_ • / / 1 I 275 275 275 1 \ CU-1 I� O _ DINING \\ \\ \\ 11 1I UNIT TYPE "B" \\ UNIT #104 I / I ROOM I I C109 I I I \ \ 1 BED/1 BATH ® UNIT TYPE "D' — — X UNIT #105 STUDI0/1 BATH / / FD I / 10"0 CDi FD 10'0 CD I FD 10"0 CD i 1 O"0 CDC 11 O"0 CD \ I275 1 275 1010 I . 1 275 12'xi1I " 1 1 275 J 275 1 BISTRO STORAGE 14"x14 10 01 1 FD FD F FD FDA © F � ® FD 1 "x1 " WALL ® ---- 0— ---- (2) 8'x12" UP 1 1 FD f � ----- — - --- -- ---- --- GRILLE \ / ® 12"x6' © � 8° 14x12" PRIVATE 8"u12' FD/AP 12"x12" 8" I 2 — 8 0 CD I I FD/AP RI AT I — L — — 75 I DINING 24"x24" RR BISTRO FD 24"x24" RR I FD C110 FD r Z C108 10'x6 R W/ F I I CKITC OEN I I I x 6" CD 6"0 CD k 24'�c24 RR 100 100 24x24" RR „ �I cc I 120CD m 120Cfl 8011 O I - 14"0 CD F,� - 0 400 >D 400 200 x \ � /O FXF L — — I —, 600 p / —18" — — — � \ FD In f D 12 FT ICU 15 I C120 /� I-- 18x18" UP \ I I TOILET 1 / / #,4"0� 24'x24" RR ■ " — — 0 0 C,20A / I I�I® FF11 20"x2O" UP _ — _ _ 20"K20" UP \ - -- -- \_� 1 O o0 O L--�4u�,- / // / /�- ___ -�\\ \ \\ \ UNIT TYPE B-5" I ------ � --- �\\\ \\� UNIT #106 / \ _ 1 BED/1 BATH I I I FXF CORRIDOR r � I /� � / \ \ �� I OI \ CU-2 I I 12 f I I I I „ „ I LOUNGE e e I I CU-13 1 11 C123 I 136 x72 UP I 101 1 i( li I C104 MEN —� I I I I I UNIT TYPE .G. ER SERVICE I O II (4) 24"x48- SG 11 UNIT #11 FD \ 1 6 0 I 3500# WATER HTR � I " � 11,740 EACH I III I IC'll NS , 1 BED/1 B ENTRY ■ 8 0 CD III I I ill I I 8"0 CDC y 01LET C13s — — } ELEV. � ROOM I 12"x10 EX UP I / — — — r — �� — FXF FXF FD/AP 2tiOjOj I I 4" RR PARLOR I 11I l 2002 FX I I �y 4" UP C101 II Ito I ELEV. L-----J I 18 18 � F 11 � : d® � \ 1 ® I I Ro CU-13 CU-13 1 \\\ \ 14"x24'UP X — — — ElELEC I El El° \�/---- — O I C126 — PANELS GIFT \ FD/AP \� ACTIVITIES SHOP \ �// / O"x8" TG WY c124 I BEAUTY EF c1i1 K: SHOP ROOM WOCD COMMERCIAL C113 7 C112 1 // FD/AP UNIT TYPE "A" 100 LAUNDRY / UNIT #107 CU-2 - — C127 / 10"x6" SR i 1 O"x6' SR i❑ 1 BED/1 BATH FXF - I - ( 400 W/ FD 400 W/ FD / — • i SCREENED MAIL I CU-16 I PORCH // \ / C1o2 N FX FXF \ / R cC114� 12 12 1 — F, 8"0 C ❑ CU-14 CU-14 -- --- / x L � �150CART i 1------------------i O I STORAGE cif 12"0CD \ — I C119 I 350 _ I x I I LIBRARY MULTI -PURPOSE EXECUTIVE ARKETING ROOM 1 , \ UUNIT#109 I OFFICES 8'0 CD OFFICE I C103 ROOM UNIT #109 CU-1 O 2 BED/2 BATH C115 C1 ISO C117 L — — — — — — — LL rs�� L / — UNIT TYPE "B" X I\ O L e O I —� — 8'0 CD UNIT#108 I — — — — — 160-- I FXF 1 BED/1 ENTRY I I I 12 12 VESTIBULE BATH 12 CU- .1 cloo SCREENED I ® ^ \ L- — — — — — O O PORCH I � I I I— I I� CU-3 I I I I III R I I I II i I II STAIR"2° --J—LL=== C129 IOO OO OO OO1 t 0 ee I I II I I II I ® El CU-10 I oe \/ I L I I I I rrh CU-3 �\ FXF ®— o I I I I I LVJ 12 II I I II / 1 ICU-16 x II I I I1 � ❑ I UNIT TYPE "B-1" I I I I I Q— UNIT #111 I I I I I ® 2 BED/2 BATH 11 I I I UNIT TYPE "A-2" I I I UNIT #110 2 BED/2 BATH FIRST FLOOR PLAN 1.1.0 SCALE: 3/32" = 1'-0" UNIT TYPE "A-2" UNIT #128 2 BED/2 BATH L� UNIT TYPE "A-2" UNIT #127 2 BED/2 BATH ❑ ® _ O � I CU-5 •1 � 1 I• cua FxF "I—\ I 12 ❑ STAIR'4" II I I I111 I I ® C131 j� \1 III 1 � 1 UNIT TYPE "B" cU-7 1 UNIT #125 1 BED/1 BATH I x UNIT TYPE "B-6" n I X \ O = _ ;US-1 BED/1 BATH � Ve CU-5 m — U_%_1 I UNIT TYPE "B" ° e FXF UNIT #124 UNIT TYPE "B" CU-7 12 1 BED/1 BATH UNIT #123 CU-17 1 BED/1 BATH I I x 1 x / \O ® — ee 4"0 DRYER VENTS, ®i UNIT TYPE "B" CONNECT TO RISER — ° e UNIT #122 6"0 DRYER EXHAUST UP UNIT TYPE "E" CU-B I 1 BED/1 BATH WALL GRILLE UNIT #121 STUDI0/1 BATH I I I / - X® 0 I UNIT TYPE "P' I I F UNIT#114 I 14 1 BED/1 BATH 100 I I ■�„ TG W/ CU.6 � I UNIT TYPE "B" I FD UNIT #120 x - ® I 1 BED/1 BATH CU-8 EF � r U-18 12 2500# CU-8 ! 1 ELEV. + ELEv. ♦ /x — - - v • _ ROOM / 0 F ^ FXF O x (2) 10"x12" UP 12 � I I CORRIDOR I 11 ' 12 FD 1 CI I 137 I I ��jj 12„x6„ SR / I — — — — (2) 6-x6- GR 200 Up AE to cu-12 � _ I UNIT TYPE "B" \ _�_ I I e EMPLOYEE 24" ' RR W/ FD UNIT #119 L��UNIT LOUNGE I CU-6 1 BED/1 BATH TYPE "8.1' UNIT TYPE "84„ C135 " � 6"0 UNIT #11671 I UNIT #115 2) 6 x6 GR 1 BED/1 BATH 1 BED/1 BATH I TOIL I C1AA 6"0CD I, EF 100 PO/ \ x FD ® 6" — .O x I x 1 \—� III R WALL GRILLE ® i STAIR '3" Lijej C130 I I gl _ fh CU-6— °° ❑ I CU-6 d- C) CU-181 ❑ ® _ --- o I UNIT TYPE "A-2" X UNIT #117 NIT TYPE "B-1" 2 BED/2 BATH UNIT #118 1 BED/1 BATH NOTES: 1. SEE DRAWINGS M3A.0, M3.2.0 & M3.3.0 FOR UNIT DETAILS. 2. CU NUMBERS INDICATED IN LIVING UNITS AND CORRIDORS ARE RESPECTIVE REMOTE ROOFTOP EQUIPMENT SERVING THESE AREAS. PLOT DATE 06-05-07 © Copyright 2007 a r c n I t e c t u r e, e n g jrgtoeerrQfi(§esign+Ian d p 1 9525 i1biboBg jd.. P.O. box 667 Hollcong, PA 18928-0667 215 794 1925 p 215 794 1926 f 5 5 5 H H H O w w w U U U U F-� 0 w 0 w 0 w 0 >J 0 W W W a W rr� Q rn Q � Q O W �:) O rn rn � w �D �D FRED MUSCATELLO PE #62451 i �3 N Project no■ drown by: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED 1TJcI m M2m I mO r 0 I 2 3 V. 5 0 0 A A C u L F 1 SECOND FLOOR PLAN 2.2.0 SCALE: 3/32" NOTES: 1. SEE DRAWINGS M3.1.0, M3.2.0 A M3.3.0 FOR UNIT DETAILS. 2. CU NUMBERS INDICATED IN LIVING UNITS AND CORRIDORS ARE RESPECTIVE REMOTE ROOFTOP EQUIPMENT SERVING THESE AREAS. PLOT DATE 06-05-07 Copyright 2007 a r c n i t e c t u r e, e n g j P to a er r p pl (j e s i g n+ I a n d p 1 9525 Rolkong gd., P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f k W W W 5 5 E~ E~ E~ 0 w w w U U U U E 0 0 0 0 0 w 0 w 0 w aQn w OC-')AA 0 A O A O A up) p A 0 a1 w a, 0 A A A aP� a A A � � � � O O CD,-y N N A A �A O O O O O O O FRED MUSCATELLO PE #62451 O a w a a O x a N A 0 4� U cd A � � z CC � H oLL � � a °z A W f=+ H � Q a � A Project m drown by: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI Awl ImL M2m2mO L C C ro� 0 L N U) c a� �-1-j ca 0 N 0 0 +- c to N fN .cc a) o L ro� 00 C U 0 f0 .c <n 3� 0 L •N 0 C t a) R E C� L a)4. .c N 0 L �4-- N fN 0 C 0 0 N m m> w �+ � C 41 O f6 4-- C 0 ip .N E O 0 C C (is N J<n J 7 E W U 0 N L +1 Q� C wm Y� �o Q-c 2 *' J C U 0 N 0 Q *' U) _ ,- o 0 U C N N <Z N 0 C 0 .o o rn .0 C a) C N @ rA L 0 Z Q) C 3O 0 rn c m<u .0 C .a 0c 0 O t0 'C N N E L (Q N c .c W 4-1 0 m L 0 C t0 O to � C C 0 0 �pU :1 c = o .U) .c E U� C U 0 0 N D N 0 U (0 � � U N N .c 0. 17 � mro L co c a)U) U� ++ C .c 3 • m f0 Q N .c r a) 0 T-- 0 a) 0 N c N N E N C E N C 'c 3 o C U 0UL L J -0 0--i ,N 00 c_ 00 Q a1 0.0 a U o 0 Q L .V w 11 UQ-0 J = N o a W�a QQro �L OUo c)0c Q0 0 0 U)Y - 'N I- E Q ao =ca�i J (D Vj LL r E Q U) rn U) L 1Z � N 3 0 o E C) r N 000a) �41 3 LL 0 �c CL N U n. Q I 2 3 4 5 i E=_� UNIT TYPE "A-2' UNIT #341 2 BED/2 BATH UNIT TYPE "A-2" — — — — UNIT #340 I p UNIT TYPE "A-1" ® — O UNIT TYPE "A-1" UNIT #300 UNIT #301 2 BED/2 BATH 2 BED/2 BATH I 1 2 BED/2 BATH Irfin ----- I I — CU-5 CU-1 \ / \� CU-4 Iry �\ ee /\ /\ e• / I 1 I I ' cu-7El J _ STAIR '4° C331 1 ER F— 1 CU-17 1 • ° FXF STAIR "1' I I _ _ — — cu UNIT 12 c328 ER — — ® I UNIT TYPE "B" UNIT #302 I CU-15 1 UNIT TYPE "B" CU-7 O \ i 1 BED/1 BATH UNIT #338 1 BED/1 BATH i x I ® UNIT TYPE V® UNIT TYPE'B-6" X \ x UNIT #303 UNIT #339 ICo1 - - - - - - - - - FXF 1 BED/1 BATH 1\ / / El ® STUDIO/1 BATH i x \ O i 2 CU-5 — CU-17 • • x CU-4 I , 1 C)— \ I CU-5 / I — — UNIT TYPE 7 UNIT TYPE "B" UNIT #304 / I I CU-7 I 1U EID/1 BATHI I UNIT TYPE "B" I ® I I I 1 BED/1 BATH 12"xi 2" UP TO ATTIC 1 BED/1 BATH ® UNIT TYPE UNIT #336 WITH FD x UNIT #305 STUD10(1 BATH 12"x12' UP TO FAI CU-4 WITH FD 1 I O \ x x � \ O UNIT TYPE "0' / " , UNIT #321 (2) 14 -xl " D � FD � •e y UNIT TYPE 'V 18"Xi 8" I UNIT TYPE V' (2) 14"x12 DN � / — i BED/1 BATH I X I \ ®14'x8' UNIT #315 UNIT TYPE "K° UP & ON I UNIT #323 i \ 200 1 BED/1 BATH UNIT #317 20"X20" 1 BED/1 BATH 20"x24" HOOD I 1 BED/1 BATH 207x20" I UP & DN X 16'x8 RR W/ F I UNIT TYPE 'K' I x SUPPLY UP & DN UP & DN UNIT#319 UP & ON 400 DRYER VENTS, CU-6 / 20" ld0" — — UNIT TYPE "B" / \ ❑ I 20"x2W HOOD 1 BED/1 BATH CONNECT TO RISER e • — — UNIT #335 IHP EXHAUST UP & D _ _ _ _ — — — — I CU. \ _ x \ i/O FXF ' UP & D • �O x — • ° — I _ I 8"0 DRYER EXHAUST UP & ® r 00 UUNIT #334 NIT TYPE • CU.B 1 BED/1 BATH 12 � X I � ' DN, 8"0 THRU ROOF I CU-15 6"OCD I 1 � I• CU-4 / CU-9 � CU-9 / � \ FD/AP ® STUDI0/1 BATH -- -- 50W FD I X I I 0 X /�--___ UNIT TYPE 'B-5" ® ® // / \\ \ L — — UNIT TYPE 'F" X UNIT #306 FXF FXF // % ��\ UNIT TYPE "N' UNIT #329 1 BED/1 BATH 8 0 DRYER EXHAUST UP, I I CORRIDOR / . \ \ UNIT #325 12 CU.2 6"0 DRYER EXHAUST DIN, 12 I I C323 12 , 4*40- UP, \ \\ 1 BED/1 BATH 1 BED/1 BATH 1\ / CU-18 • e 8'0 THRU 01046E CU-13 I I CU-13 El / / 16 X30 ON \ \\ — — — — ® — 0 X ® ® II II—RRFADIN�NQ01� — — IUI I UNIT TYPE "G" I 12'x12" U TO ATTIC x — yT—� WITH FD e e — ®° _ _ � ° ° I � " " � � � 18"xj R I I I I c3D2 FD/AP UNIT 93 s- I \ 3500# \ CU-10 / \ UNIT TYPE "J" 6'x72 \ I —I— I III I I silo CD I I 1 BED/1 B 12'x12" TO FAI 16 100 W FD� /Fl\ 1 — — ELEV. } UP & DN III I I III I I 2��j CU-9 WITH 2 UNIT#316 I I / CV-6 I UNIT TYPE "B" x — — / / 2 BED/2 BATH CU-1 O 1 III 1 I III I I • TG W/ ®1 UNIT #333 \ I I \ / 72"x G II I 1 • — x ---- x • ----- 1BED/1BATH UNIT TYPE "H° 6"0CD — — IT TYPE "I" I — — — x 6r 2" UP // I L — — — . TOILET \ ® ® \ CU-8 I I x UNIT #307 W/ FD I UNIT #314 1 EXH / \ 11 \ 48" ' — — — — — — — — — C304 1 GLO. J , / CU-8 STUDIO/1 BATH CU'2 L — 1 BED/1 BATH U & DN \ \ 20"x24" UP, 'x7 P EF C306 — —� • • 12"x10" E H UP TO \ \16"x24- DN /P 1 1 O I I L — e • _ ELEV. # — — 10" EXH DN 16'x10" \\�ca 21i�/ 10113(6" ' " ° • \� U// FXF CORRIDOR FXF O x (2] 16 X14 UP FA I 12 I F0 (2) 14'x14 DN CU-3 6'0CD FD/ 10'X6" SR 10 X6 SR FD 12 I I C337 (2) 6"x6" GR 11:1 I / " UNIT TYPE "e-2' ®100 W/ FD 300 W/ FD 14"x8" 300 W/ FD CU•14 W/ Fp L CU-14 1 14"x8" SR UNIT #308 — — — ® i ® — — f O O 200 1 BED/1 BATH- 12 1 4"0 DRYER VENTS, j ,\ / \/ \ \ / \ STORAGE e • — X CU-16 I CONNECT TO RISER I — / U-11 CU-i i \ / CU-11 ;;SCIU-12 / CU-12 : CU-12 C308 U-6 UNIT TYPE "B" I I ® I ® I \ I \ I \ 1 I • \ ®f 16'x8" R W/ FD ®I UNIT #332 I � \O -- ® --- x I I ----- X I --- x ----- ----- X --- �• — ---- 6"0CD I 1BED/1BATH ----------------- X 100W/FD® x I _ _ rx I I I I I UNIT TYPE "BA' UNIT TYPE "0" UNIT TYPE 9B-4' 6"0CD UNIT TYPE "A° UNIT #320 UNIT TYPE "B-3" UNIT TYPE'B.1" UNIT #326 UNIT #328 100 W/ FD® � \ UNIT TYPE "P" O i \ X / 1 ® UNIT #309 UNIT #318 1 BED/1 BATH UNIT #322 UNIT #324 1 BED/1 BATH 1 BED/1 BATH PANEL RM / CU.10 2 BED/2 BATH 1 BED/1 BATH 1 BED/1 BATH C336 / UNIT TYPE "B" x \ i 04 t e e 1 BED/1 BATH — — — (2) W 1 W/ X I UNIT #310 L_ ® , 1 BED/1 BATH ® _\ I L----- -- --— — — — — — — — -- - ® ® i ® ® ® 1R 1 I STAIR "T' 1 — — / L — • • C330 I I CU-3 ER FXF e CU-6 I \ — -r — 1 STAIR'2" 1 12 / C329 I CU-181 1 ® ^� ---- UNIT TYPE "A-2" I x UNIT #330 — — - ° CU-1 O \ NIT TYPE "B-1" 2 BED/2 BATH UNIT #331 1 ®1 BED/1 BATH • e �\ FXF (ll CU.3 12 I CU•16 X 1 � I UNIT TYPE "B-1" UNIT #311 2 BED/2 BATH UNIT TYPE "A-2" UNIT #312 2 BED/2 BATH THIRD FLOOR PLAN SCALE: 3/320 = i'-O" i NOTES: 1. SEE DRAWINGS M3.1.0, M3.2.0 & M3.3.0 FOR UNIT DETAILS. 2. CU NUMBERS INDICATED IN LIVING UNITS AND CORRIDORS ARE RESPECTIVE REMOTE ROOFTOP EQUIPMENT SERVING THESE AREAS. PLOT DATE 06-05-07 0 Copyright 2007 a r c n I t e c t u r e, e n g 1 P to eer „ Q fi t e s i g n+ Ian d p 1 9525 Mgxft 9d., P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f k W W W w� w� W W W U U U Q 0 0 0 0 w U w U W� W W Q3Q Q Q3Q A V) P4� 3 A con H z U A a w w a CA(A�(n cn un cn cn Un U� U� rn V) V) o 0 0 0 0 0 0 0 N N M N �c O N V) O O M "T kn O FRED MUSCATELLO PE #62451 4, M projet rw drawn by: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI W. n0. M2m3mO m3 00 +� C U) O U) .c c +' 0 a) i, a3 � 0 0 0 U �c M L ) _O L U) 0 C N mE C L a) Q) 41 G E a) 0 U c 7 0 a c� a)> a) C 4 a) 0 4- c0 v �o E -a 0 c c m 0 JU) J 7 U)E W a) Q� U U) 0 Q C W a) Y� � ,0 J 0 LL O d U) 0 70 ,- O 0 U 70 a) N aU) 0 C a .c � �cc .E f0 'a N N fA L U 0 41 c� W O 3a m� c � c� �c c t0 0 cu N E> (D .c U) 0 U) 0 ca v a3 U) 0 0 41 fQ 7 C 0 N Ui a) c E f3II -0 v -° a) � of C U O N 0 N N 0 N U N N a U L N � a a) 76 > me L �a a) U) Q1 +-jc Q� a) vi L a) 0 4 c a).0 N C th c N E M C E a) 'c o N tB CL J m U) 00 3 I Q (10m �U) O .2 W a 2 � 0 � N UQJa _=m Uj LJL 0 a �2a QQ 0w o (n 0 Q 00 O N Y TE 1- E - Q Q 0 = c N J (D +_ L^L _ E LL 'L E QNcn cn a'� oa)E 0, U) N 7 'C 00� 4� C)) a °) 0 a� U) U aQ 1 `a K 4 0 m F ROOF PLAN .4.0 SCALE: 3/32" = 1'-0" NOTES: 1. ALL ROOFTOP EQUIPMENT, DUCTWORK A CURBS SHALL BE WIND BRACED PER FBC. SUBMIT BRACING DETAILS TO STRUCTURAL ENGINEER FOR REVIEW. 2. SF-1, SEF-1 A SEF-2 DUCTWORK SHALL BE FABRICATED PER SMACNA 4' W.G. PLOT DATE 06-05-07 © Copyright 2007 a r c n i t e c t u r e, e n g IRtoeer6 0.1ndjesign+Ian d p 1 9525 W bang 9d., P.O. box 667 Holicong, PA 18928-0667 215 7941925 p 215 794 1926 f k w w w 5 5 W5W F4 � W W W 0 0 0 0 0 WITIP1 v v w a w 3 P4 w 3 a w 3 tea' v z w � ca w q q q w P. w q q �D �D �Z) �D �D UD r U� N N O FRED MUSCATELLO PE #62451 t Pro19d m drown by: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI • shed n0. M2m4mO a .c W �3 crs O 0 L 4a 'O N c N rnt ca O 3 0 0 4t �N N rn z_ 0 m� � c 0`0 C U �+ c o ca .c c 0 0 C m as aE c '� O N .c N 0 0 c 7 0 0 c0 a 'c cu m> C m 0 4- �0 Ao m .T E 0 c c cis � j J GA E W Q) Qtt-- U 0 0 U) � Qc W @ Y� � o Qt 2 " J C W 0 d to 2 O co C ,- O 0 U >, o r c a) ai a in 0 c a .o U) L C a) E N td co rn O .c N c Q -F N +� C 30 0- U) m� c � ca c_0 8c 'L L (Q (D L 4 N 0 to L 0 C U t0 � C C 0 0 �U 7 c 0 U) cE Nro C 0 0 tN � O N cC N tti � O- U r� a)w Z a co U) +� C Q to .0 0) 0 � N C 0).0 i` O is c iv N 0� E iv >r a�ca rZ -c J n £1 J 00 U) L 0�3 0gcl) ao 0)U) 0 (A Q a .-oW 2�0` UQa J = cU Uj LL O d QQ m L OU) p (A O a) U) Q O 0 O 7 Y .N E Q Qo = c J N +_ LL 'L g3� Qco N a 4 � N 7 Q N E O , W N +' 'm 0 0 a) .c �30 a t _N U aQ 1 4 5 REFR 10 �L UNIT TYPE "A" SCALE: 1 /4' = V-0" UNITS: 107, 109, 209, 309 5 UNIT TYPE "Boll' 1.1.0 SCALE: 1 /4" = V-0" UNITS: 111, 115, 118, 211, 223, 225, 229, 311, 324, 326, 331 WAL GRILL ILL GRILL UNIT TYPE "A-1" SCALE: 1 /4' = V-0' UNITS: 100, 101, 200, 201, 300, 301 IALL GRILLE - - - - - - - - - - 0 KITCHEN LIVING ROOM WALL GRILLE A H i 0 O 8' 8110 FS8 REFG BEDROOM UNIT TYPE "B-2" SCALE: 1 /4' = i'-0" UNITS: 208,308 SR 140 Ri EF L-J 1 I BATH I � I •x, WAL GRILL ALL GRILL UNIT TYPE "A-2" SCALE: 1 /4" = 1'-O" UNITS: 110, 117, 127, 128, 212, 228, 238, 239, 312, 330, 340, 341 7 UNIT TYPE "B-3" 1.1.0 SCALE: 1 /4" = V-0" UNITS: 222, 322 WALL GRILLE I • � x 6"0 I CLO SR 140 i I I � I BATH co i FSO R0 F 18 i REFRIGERANT PIPING BEDROOM ri I I I I I CL( SET 8110 8"0 I 0 co T Q U) II II II I I KITCHEN II II ° II LIVING ROOM I I II II II II -----Ilk- ------- II UNIT TYPE "B" SCALE: 1 /4' = 1'-O' UNITS: 102, 104, 108, 119, 120, 122, 123, 124, 125, 202, 204, 210, 230, 231, 232, 234, 235, 237, 302, 304, 310, 332, 333, 335, 336, 337, 338 REFRIGERANT PIPING UNIT TYPE "B-4" SCALE: 1 /4" = V-0" UNITS: 116, 227, 328 WALL GRILLE NOTE: 1. MECHANICAL CLOSETS SHALL HAVE FULLY LOUVERED DOOR. PLOT DATE 06-05-07 © Copyright 2007 O r C n l i e C i u r e, e n g j rq to a er r p fi(§ e s i g n+ I a n d p 1 9525 in LvRg 9d., P.O. box 667 Holicong, PA 18928-0667 215 7941925 p 215 794 1926 f W W W 5 5 5 O W W W U U U 0 0 0 0 0 w x 0 w x o W w w o 0 g °� q o q O U r:)x o q q q P. w a g q �D �D �D �D �D �D �D c L En Un Ln OM O N � O O 0 CO O O FRED MUSCATELLO PE #62451 V N • Project nm drown by: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI • shed im M3m I mO -0 L U � C ro � 0 L a) VOl C N � L 0 3 00 �r m a) to L C �0 a) L roc O U C 0 10 � rn 3 C O 0 C N N QE c '° •L Oc r E a) 0 a4- a) U) U C 0 ar ro N � a) �+ .0 C ro 0 `- C O >"o roN E "a O C C ro a) Jto J 3 U)E W Q U 0 N � r ++ Q c C W Y� � 0 _41 c �o aN 0 Q fA c ,_ O 0 U C ro Q to 0 c ao a) C .c C N o N� N c a 00 3 0. -0 0 CD a) c a) f�6 � c 'o 0 C U ro L ro E ' CID t O 0 C U ro ro ` C C 0 0 �U L cn ui 3c =o N .c E cc .0 L ro C U 0 N 0 Q) U } to C C N f0 a L a) Q a) .6 9 a) ro a) ro a) N to O 4- C 0 Q L Lo ++ O 0 In I 4 c N U) In c a)NE a`) .0 c E C a) m .c J n 0. J fed 00(1)r 0) °0 Q 0) IL 0 0)N o Q Q L .2 W 0 _ O UQ� �=ro (j LLL 0 F- a QQro L OwR f�00 Q 0o O U)Y N �� I- E L Q ao Ja)t lL r E g33 Q N N F- U) a) L Q +� a) 3 O()E O N ' '@ 0O� _c _c _c .t a rn 0 a U) 0 OL 2 4 5 7 WALL GRILLE WALL GRILLE SR 1401 BEDROOM 4/'0 I � \ t tLATH RE RIGERANT IA PIPING SR 160 Ll C y i KITCHEN LIVING ROOM O � UNIT TYPE "B-6" SCALE: 1 /4' = V-0' UNITS: 106, 206, 306 n e O � LIVING ROOM KITCHEN 0 121 vwU T 12 I I 233 FS G REFRIGERANT 334 18 PIPING I 6"0 I 4.0 (n I , M I � i 1 I I 1 BATH I \ � SR 160 �ETJF I `x' 5 UNIT TYPE "E" 1.2.0 SCALE: 1 /4' = V-0' UNITS: 121, 233, 334 SR_40 8-0 140 � 1 I I BATH I I 1 I 8.0 FSO 236 18 339 FSO 126 24 T I ANT PIPI II II II II KITCHEN II II II LIVING ROOM II II O O II ------- - - - - - - - v II UNIT TYPE "B-6" SCALE: 1 /4" = V-0" UNITS: 126, 236, 339 W. \\_ REFRIGERANT PIPING s UNIT TYPE "F" 1.2.0 SCALE: 1 /4' = V.0" UNITS: 114, 226, 329 BEDROOM WALL GRILLE N m -16 0 WALL GRILLE UNIT TYPE "C" SCALE: 1 /4" = V-0" UNITS: 103, 203, 303 I I I I I I I I KITC' I I® I I I I I I I I I i i I I i r:r:n�a UNIT TYPE "G" 1.2.0 SCALE: 1 /4" = 1'.0" UNITS: 112, 224, 327 I I I WALL RILLE I I I I I I WALL GRILLE -- - - - - ------ ------ WALL GRILLE �\ 6"0 1 1 EF I BATH 1 1 \ 4"f) \ �// SR 160 A FSO 12 PANTRY CL. T silo N REFRIGERANT O PIPING KITCHEN LIVING ROOM ® o o UNIT TYPE "D" SCALE: 1 /4" = V-0" UNITS: 105, 205, 305 i I I I I 0 IFT kilo I _- 14' SR 40 (ATH FSO / 12 i i SR 160 I 1\ EF 8V� in LIVING ROOM REFRI ERANT p 0 PING KITCHEN T O O UNIT TYPE "H" SCALE: 1 /4' = V-0' UNITS: 207, 307 NOTE: 1. MECHANICAL CLOSETS SHALL HAVE FULLY LOUVERED DOOR. REFRIGERANT PIPING CL I SR 40 4.0 I � � 1 BATH 6'0 co I I I W.I.C. fA N! 9 m BEDROOM I I I I I I I I I OWALL GRILL UNIT TYPE "1" SCALE: 1 /4' = 1'-0' UNITS: 214,314 S si 4ko-®- --- O I 8 0 I FSO 18 of I KITCHEN I I I I I I I I I I T I I I I LIVING ROOM 1 I PLOT DATE 06-05-07 © Copyright 2007 a r c n 1 t e c t u r e, e n g j D teeerh Q K 4§e sign + I a n d p 1 95 a WLIffig 9d., P.O. box 667 Hollcong, PA 18928-0667 215 794 1925 p 215 794 1926 f St w w w > 5 5 o W W W E-+ U U U U 0 0 0 0 0 3 W U o 3 � W U 0 Wcn a w 0 w C7 A vWW' P4 0 a� w rn C7 A �W' rx 0 w C7 A w 0 a U O H U o A rn w P 0 a a A A A o 0 0 0 0 0 0 0 -- O .-� .-- N N A A �n o 0 0 0 0 0 0 FRED MUSCATELLO PE #62451 N project m BONDhr. 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ soda AS NOTED Opp 0"m TJCI • D0. M3m2mO L F co C c3 roro 0 L 4 D 'a a) a) N c a) 41 �41 m0 a)3 00 4� C U) .c a) N .c c 4' 0 a) :p roc 0 0 c �+ c oro L c 30 L .N 0 c N a) n. E C "D L a) a) 4- .c E a) 0 .0 0 C O �41 aro ro a) C +, ro 0 "- c O ro N E .a 0 c c ro a) .-a J 41 N J UE W a) Qr- U 0 O 0� Q� W ro Y� � 0 Q 2 +' J c Uo aN 0 rn c ,- 0 0 U � C a) ro o. rn 0 c `CL a) u) .c c 4- a)a) E ro � a ro fA L � O a) c� W 41 C 30 sa. m a) c . o c� 0 c ro m� a) ro E> L (a a) c L U) 41 0 tN O C ro ro Ul L C c O O N U 7 0 N a) CE � a)) _ � ro C U 0 N N O N 0 C N ro � CL a) � a a) a) ro .c M c rn rn r c Q� a) r LO 0) 0 4 c 0)0 c a) N E a) ° C E 41 a) :1 'r- a) N J 0.J 00�jr 0) 00 Q a (10 ate) i71 N U 0Q Q .- W 2� O v- UQ� J = t0 �LLo a w� a QQ ro L 0, U)fn 0 L) Q 0 0 U)O Y N .N �- E L Qao = C a) t^i Z E LL Z �33 QNrn to a) O. +, a) 0 o ro E O N 00� L .� co, 0 CL �' N U aQ I 2 3 4 5 i 7 G REFRIGERANT PIPING 0 ------ CLOS. _ I / /BATH #2 \� Ep \\ KITCHEN 11 I � I m % 4 �// 8'o CLOS. 4 0 140 Bi 8■0 FSO 9 18 0 LIVING ROOM to I BEDROOM #2 \� I I I WALL GRILLE UNIT TYPE "J" SCALE: 1 /4" = V-O' UNITS: 217, 316 I I � I I I I I I I I I I I I I I I I I I I I I I j I I O I I � i FID II I LIVING ROOM -------------- PANTRY CLOSET -------- Fug I KITCHEN I I I SR 100 7■ REFRIGERANT PIPING I I 0 0 0 s UNIT TYPE "N 1.3.0 SCALE: 1 /4" = V-0' UNITS: 221, 325 11 WALL GRILLE BEDROOM i \ ! i 0 1 1 I \ / O O SR 40 \ / E \ ! 11 � BATH I el \ \N I ! \ i A 0 I \ / \ I / 1 / 1 / \ I r \ r \ / 1 I 1 M.BEDROOM I I I I I I I I CLOS. I I I I I I I I I I WALL GRILLE r:r:nU UNIT TYPE "O" SCALE: 1 /4' = V-0' UNITS: 219, 321 BEDROOM . GRILLE SR 160 I LIVING ROOM I I I T I I O I I I 140 KITCHEN I of I I I I I I I I I REFRIGERANT PIPING 2 UNIT TYPE "K" 1.3.0 SCALE: 1/4- = V-O" UNITS: 216, 218, 317, 319 WALL GRILLE I BEDROOM m I I � � I I I 1 BATH / / / _ I WALL GRILLE I I I I I I I I I I I I I BEDROOM I I CLO ET I I I I I �fi m I i r -- I j Q / BATH / I I I® \ ! I \ KITCHEN EF I 1 l� i UNIT TYPE "L" SCALE: 1 /4" = V-0' UNITS: 215, 315 ncro�n_cnw�i 7 UNIT TYPE "P" 1.3.0 SCALE: 1 /4" = V-0" UNIT: 318 I O 1 I I I to I I I I I I I I I I I I I I I I I I I j O I I I I I I LIVING ROOM YD -16 I I I 8'o FS 18 I I \ / I \ / CLO ET \ / I I \! I X / e I / \ REFRIGERANT PIPING REFRIGERANT PIPING i EF \ \ i 1 I KITCHEN 4" 0 I \� 1 BATH / SR SR 140 8 I I I I I I I ---- m so O 18 jp ROOM I T I ao BEDROOM I Ll SR 160 I 8 UNIT TYPE "Q" 1.3.0 SCALE: 1 /4" = V-0" UNIT: 320 REFRIGERANT PIPING UNIT TYPE Will SCALE: 1 /4" = V-O" UNITS: 220, 323 WALL GRILLE WALL GRILLE NOTE: 1. MECHANICAL CLOSETS SHALL HAVE FULLY LOUVERED DOOR. PLOT DATE 06-05-07 © Copyright 2007 a r c n l t e c t u r e, e n g j fi toeerr pK �e s i g n+ I a n d p 1 0525 t1d�g Vd.. P.O. box 667 Hoimi% PA 18928-0667 215 794 1925 p 215 794 1926 f W W W w w w 3 O 3 O W O O W c7 WW px O W c7 W p O W L7 W O U o H O O - W O O A A A P, a a A A �D �D �D wC/)Vcn C/)UA:115 Up) mcnm o 0 0 0 0 0 0 0 N FRED MUSCATELLO PE #62451 j� l pmjod 1m 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI • WFWF CIO. M3m3mO Ui ro� 0 L 4''a N v0i Cro O).c (U O Oo 4�-C y, N a) N L C 4' 0 L •- ro � L � O U C .'a �C ro .c 0 N t= a) roE c: 'o — L 0 a) L a) 0 a) N 7 0 0 ro o. 'C ro N > C ++ ro 0 4-- C 0 >,' ro a) E .0 O C !_ ron UN J 7 WE W 0 U0 0'^c V) 41 Q C W ro Y� � O CD41 J C U 0 d U) 0 Ha c 0 O U c 0. co 0 c L O a .U) a) C L a) 4�E 4+ a) ro to L rn O .c a) CB N 41 C O Q N a) L- c U c ro N me ro a) > E_ a`) s .0 N 4-1 'a 0 I- C roro to � C C 0 0 �U � c =0 0 CD a) C N� _O V) � C U O N O U c a) ro a .c > mro L a)(o N N in 4�c Q� a) L IN 0 N 4 c r 0 c 0 N E (D n c E a) c 0 41 CD ro t J M 00 00 0.0 aa) cU) 0 L W O 2F O UQ� J= ro CU-o a ��a QQro L 00� o fnOU Q 0 o U) co O W E .0 Q 0 J a) u+ E �33 < V)w co �a)a) L Q� n a) o a)E C) N Oou, -c -a .m 3 0 c CL V) U aQ 1 A C IM 2 ABOVE Da BELOW CEIL 3 PARTIAL FIRST FLOOR PLAN SCALE: 1 /4' = V-O' 4 WITH DRYER CIRCUIT ■fUl—.MAu U■A■ ■ /AMA■ ■ !! ST 7 PLOT DATE 06-05-07 © Copyright 2007 a r c n i t e c t u r e, e n g I rn to eer r ppi d e s i g n+ I a n d p 1952E RolN=ft aid., P.O. box 667 Hollcong, PA 18928-0667 215 7941925 p 215 794 1926 f w w w 5 S S W W W w P� O w C4 O w O � 0 p 0 � 0 cp 0 H w a O Q � 0 � w 9 O Q Q A w w P. wa Q w w w w w w w w �D �D �D �Z) �D � V) V) Un� Ln(A� Cn c cn cn O O O O O O O O N M �c O WO O o 0 0 0 0 0 0 FRED MUSCATELL E #62451 t V N Project m wn hr. 0722 AWS daft June 5, 2007 nilmnin hr. FR./ ABJ / DCJ scow AS NOTED ap shed rm M3m4mO a) 3 00 +� c �N a) to -c[ 0 ro� L [ O 0 C >+ c 0 ro L c 0 L O1 0 C N N O .E C 'L a) N Lc L r a) 0 L Uc O 0 ro a .c ro m> L- a) 4-1 � c ro 04-- c 0 >"o ro .a) E +. -a 0 [ c ro a) ..Q jN J 7 C E W a) � 0 Q 0 U Or U� Q� [ W ro Y� �o a(D 2 +' J [ U O d U) O U c ,-- 0 0 U [ a) ro a rn Oc cl N a) [ roE ro� (Dm (A L L4-1 N [ :g L u) 0 3a L .Q [ 0 C ro a) ro M E D c L N O "a O C 0 CO ro U r C c O O mU L In U) 7 c 0 vi c rnro c a) ui ro C 0 O N � a) O U c 4) 1Q 0 O 0 L � a. 0 Nro L v� N N to � �. C L Q Ln ++ O) O T--0 4 C 0.0 ti O � C � a) N E M ._ o) c� c a3ico C U 0 (j c a J 00 (n L 0) 00Q� 0-0 p1� U L. 0 W a 2 FN- o LL � UQ� �= m a �2 a aaro L O fA 0O M 0 U Q O o U)O Y 0— I— E z Q a� =[ai LL �^+ E •L g30 Q to (A I—�a) L L a) 7 oa)E O , N N +' 'to 00� +, .c a L •- O. O> 3 0 Q t W U aQ L 3 U 5 0 7 A A M A E F I - I - L PLUMBING NOTES: 1. ALL WORK TO BE IN ACCORDANCE WITH THE 2004 FLORIDA PLUMBING BUILDING CODE. IT IS THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THE CODES AND INSTALL THE WORK ACCORDINGLY. 2. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, FEES, LICENSES AND INSPECTIONS. 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS ON SITE PRIOR TO BIDDING AND BEGINNING WORK. 4. ALL FINAL CONNECTIONS BY THIS CONTRACTOR TO ALL EQUIPMENT REQUIRING PLUMBING WORK. 5. CONTRACTOR SHALL OBSERVE OSHA SAFETY STANDARDS AND MAINTAIN AREA CLEAN. 6. ALL CONTRACTORS DEBRIS SHALL BE REMOVED FROM SITE AND PROPERLY DISPOSED OF DAILY. 7. ALL SOIL WASTE AND VENT PIPING TO BE SCHEDULE 40 PVC, TYPE DWV, WITH PVC SOCKET TYPE PIPE FITTINGS AND SOLVENT CEMENT JOINTS. FOR CEILING WITH RETURN AIR PLENUMS, PIPING SHALL BE GALVANIZED STEEL FOR VENT PIPING & CAST IRON PIPE FOR DRAINAGE PIPING. S. BELOW GROUND WATER PIPING TO BE TYPE 'K' COPPER WITH 95 TA ANTIMONY SOLDER JOINTS. 9. ABOVE GROUND WATER PIPING TO BE TYPE'L' COPPER WITH 95 TA ANTIMONY SOLDER JOINTS. 10. INTERIOR WATER PIPING, VALVES, FITTINGS, AND FLANGES SHALL BE INSULATED WITH 1" THICK FIBERGLASS WITH VAPOR BARRIER, ALL SERVICE JACKET. PROVIDE PIPE SHIELDS AT ALL HANGER & SUPPORT LOCATIONS. 11. CONNECT ALL FIXTURES AND EQUIPMENT WITH WATER AND/OR DRAINAGE SERVICES. 12. PROVIDE STOP VALVES ON ALL WATER CONNECTIONS. 13. PROVIDE SHOP DRAWINGS OF ALL FIXTURES, TRIM, DRAINS, AND SPECIALTIES FOR REVIEW PRIOR TO ORDERING EQUIPMENT. 14. ALL TRIM, TRAPS, ESCUTCHEON PLATES, SEAT HINGES, AND ANY MISCELLANEOUS PARTS OF FIXTURES SHALL BE CHROME PLATED BRASS. 15. BEFORE PLACING IN SERVICE, ALL NEW WATER LINES UNDERGROUND AND WITHIN THE BUILDING SHALL BE CHLORINATED TO THE SATISFACTION OF THE OWNER IN ACCORDANCE WITH AWWA SPECIFICATION C601-53T. 16. ALL PIPING TO BE CONNECTED SHALL BE TESTED BEFORE ERECTION OF ENCLOSED CONSTRUCTION. TEST ALL PIPING TO BE INSULATED BEFORE COVERING IS APPLIED. TEST ALL UNDERGROUND PIPING BEFORE BACKFILLING. 17. GAS PIPING TO BE SCHEDULE 40 BLACK STEEL HAVING BEVELED ENDS AND WELDED JOINTS, INSTALLED IN ACCORDANCE WITH GAS Co. REQUIREMENTS. INSTALL NIPPLE & GAS CAP DRIP AT LOW POINTS OF ALL APPARATUS & PIPING. PROVIDE KEY TYPE SHUT-OFF COCK AT EACH BRANCH. 18. PROVIDE FIRE STOPPING AT ALL FIRE WALL PENETRATIONS. SEE ARCHITECTURAL DRAWINGS FOR FIRE WALL LOCATIONS. 19. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS. 20. FOR WATER CLOSETS ON "GYPCRETE' FLOORS, PROVIDE WATER CLOSET FLANGE EXTENSION RING. 21. ALL HORIZONTAL RUNS OF RAIN WATER CONDUCTORS AND PANS AND SUMPS SHALL BE INSULATED 1' THICK FIBERGLASS WITH ALL SERVICE JACKET. 22. CONDENSATE DRAINS IN RETURN AIR CEILING SHALL BE COPPER. 23. ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN. CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY FOR A COMPLETE OPERATING SYSTEM. CONTRACTOR TO CONTACT ARCHITECT/ENGINEER IN WRITING, PRIOR TO BIDDING, FOR CLARIFICATION OF DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS. PLUMBING SYMBOLS: DQ GATE VALVE CHECK VALVE BALL VALVE UNION ® FLOOR DRAIN R.DQ ROOF DRAIN CO O CLEANOUT (FLOOR) CO I� CLEANOUT (END OR WALL) OWATER METER FROSTPROOF WALL HYDRANT PLUMBING ABBREVIATIONS: AFF ABOVE FINISH FLOOR CD CONDENSATE DRAIN CO CLEANOUT CW COLD WATER DFU DRAINAGE FIXTURE UNITS DN DOWN EWC ELECTRIC WATER COOLER FD FLOOR DRAIN G GAS GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HB HOSE BIBB HP HORSEPOWER HW HOT WATER HWR HOT WATER RETURN INV INVERT IW INDIRECT WASTE LAV LAVATORY RPM REVOLUTIONS PER MINUTE SK SINK SS SERVICE SINK Sq. Ft. SQUARE FOOT V VENT VTR VENT THROUGH ROOF W WASTE WC WATER CLOSET WFU WATER SUPPLY FIXTURE UNITS WH WALL HYDRANT SANITARY PIPING G GAS PIPING PD-- PUMPED DRAIN PIPING -- VENT PIPING COLD WATER PIPING - - HOT WATER PIPING - - - - HOT WATER RETURN PIPING 0 BALANCING VALVE 0 KEY NOTE DESIGNATION WATER HAMMER ARRESTOR PLUMBING FIXTURE SCHEDULE (BASIS OF DESIGN) SERVICES SYMBOL FIXTURE MANUFACTURER MODEL No. MATERIAL SIZE FLUSH VALVE SUPPLY FITTINGS & STOPS TRAP CARRIER REMARKS & ACCESSORIES W CW HW GAS ELEC. TANK TYPE VITREOUS 1.6 GPF, WHITE, CONNER #190 ROUND FRONT, WC -A FLOOR MNTD PEERLESS #42510 CHINA 14" 3/8" SUPPLY & STOP INTEGRAL CLOSED FRONT SEAT WITH COVER 3" 1/2' WATER CLOSET ADA TANK TYPE VITREOUS 1.6 GPF, WHITE, BEMIS #1055C ELONGATED WC-B FLOOR MNTD PEERLESS #7668 CHINA 17" 3/8" SUPPLY & STOP INTEGRAL OPEN FRONT SEAT LESS COVER 4" 1/2' WATER CLOSET COUNTERTOP VITREOUS HUNTINGTON BRASS #HB5410 LAV-A LAVATORY PEERLESS #39 CHINA 19"O 3/8" SUPPLIES & STOPS P SINGLE LEVER FAUCET 2" 1/2' 1/2" ADA VITREOUS HUNTINGTON BRASS #HB5410 LAV-B WALL HUNG PEERLESS #65 CHINA 20" x 18" 3/8" SUPPLIES & STOPS OFFSET P WALL SINGLE LEVER FAUCET 2" 1/2" 1/2" LAVATORY TRU-BRO, LAV-GUARD FITTINGS HUNTINGTON BRASS #HB5920LS-C BALANCED PRESSURE TUB -A TUB/SHOWER SPURLIN F6031-TS-L/R FIBERGLASS 60" x 3.1/2' - TUB TRAP SHOWER VAVLVE & HEAD, SATIN NICKEL, DRAIN, TUB SPOUT 2" 1/2' 1/2" HUNTINGTON BRASS #HB5920LS-C BALANCED PRESSURE SH-A SHOWER SPURLIN NF6033W-L/R FIBERGLASS 60" x 35" P SHOWER VALVE & HEAD, SATIN NICKEL, DRAIN 2" 1/2' 1/2" SK-A SINK DAYTON KJA2522 ST. STL. 25'x22"x6" - 3/8" SUPPLIES & STOPS P HUNTINGTON BRASS #HP5710 SINGLE LEVER FAUCET 2" 1/2' 1/2" SK-C SINK DAYTON KJ-12522 ST. STL. 25'x22"x6" - 3/8" SUPPLIES & STOPS P HUNTINGTON BRASS #HP5710 SINGLE LEVER FAUCET 2" 1/2" 1/2" SK-D SINK ADVANCE TABCO 7-PS-80 ST. STL. 17"x15" 3/8" SUPPLIES & STOPS P WALL 2" 1/2' 1/2" ENAMEL W/ HAIR SK-E SHAMPOO SINK BELVEDERE 8600-HTI CAST IRON 22"x18"x10 - 3/8" SUPPLIES & STOPS TRAP WALL VACUUM BREAKER #503, 522.8600.403 2" 1/2' 1/2" MOLDED T & S BRASS #B-0665-BSTR SERVICE FAUCET WITH MR MOP RECEPTOR FIAT MSB-2424 STONE 24"x24"x10 - P VACUUM BREAKER 3" 1/2' 1/2" POLY W/D WASHER BOX OATEY 38541 STYRENE P 1/4 TURN STOPS 2" 1/2' 1/2" HB HOSE BIBB ZURN Z1341-VB-P34-RC BRASS 3/4" ANTI -SYPHON, WITH VACUUM BREAKER, CHROME FINISH 3/4' W/ TRAP FD FLOOR DRAIN J.R. SMITH FIG. 2005 C.I. 211, 3', 4" PRIMER BRONZE TOP 2", 3', 4" - CONNECTIO W/ TRAP FS FLOOR SINK J.R. SMITH 3100.15 C.I. 2" / 4" PRIMER RECESSED GRATE 2" / 4" CONNECTION 2698 TP TRAP PRIMER J.R. SMITH 2699A C.P. BRONZE 1/2" 1/2" 1/2' ADA ELECTRIC COLOR BY EWC WATER COOLER HAWS HWBF8 ARCHITECT 3/8" SUPPLY & STOP P WALL 2' 1/2' 120/1/60 TRIPLE BOWL BY KITCHEN EQUIPMENT SUPPLIER BS BAR SINK ST. STL. 3/8" SUPPLIES & STOPS P PLUMBING CONTRACTOR TO INSTALL & CONNECT COMPLETE 3 @ 2" 2 @ 1/2" 2 @ 1/2' - GAS FIRED CYCLONE 456 GPH @ 60"F RISE, ASME T&P VALVE, DRAIN PAN, HWH-A WATER HEATER A.O. SMITH BTH-199 GLASS LINED 100 GAL. 3'0 PVC FLUE & INTAKE, 199,000 BTU/HR 1.1/2" 1.1/2" 199 120/1/60 RP RECIRC PUMP TACO 009 BRONZE 15 GPM @ 15' HEAD 3/4" 120/1/60 SOLIDS 13"x13'hi SI-A INTERCEPTOR J.R. SMITH 8715 STEEL 6-11/2" WITH ST. STL. STRAINER & CAST IRON COVER 2" PLOT DATE 06-05-07 © Copyright 2007 a r c n i t e c t u r e, e n g fitoeer0 O.K(§esign+Ian d p 195n RWlbc ft Vd., P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f w w w 5 5 5 E H E 0 U U U F 0 0 0 0 0 U R U w F.0a' w C7 w C7 w C7 U F, Uo A a w a a, w �D �D �D �D �Z) cl) Qn U� Qn U� on cn U� cn U) un cn 0 o 0 0 0 0 0. o NM N Ic CD W) O Ct O o 0 0 0 0 0 0 FRED MUSCATELLO PE #62451 S N projoict m diaw. belt 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI W_ 110. Pi A mo :N c 4a a) N c m 0).c 0 N c 0 0 cn U) � c *' 0 N +� me 0 0 C U �+ c 0 m Z fN C 0 L •U) 0 t N mE a ._ c� L ++ +• E N 0 .0 4- N N U C 0 0 2 m N > C +, m 0 '- C O mW E o c c m a� J J 7 c E W a) Q� U0 N Or Uy Q c W m Y� F- .0 Qt 2 +' J C L O 0 U c 0 0 U t= _ N m aN 0 c ao 0 L C O N E N m cn L c� ., c o a 0 N � c N c'0 Oc U m t0 •L 10 N L ((3 L U) 0 U)L .0 0 C U m •F C C O 0 �U 3 CO O) 0 C E N -0 Nm C U 0 N N N U C C N (0 0 U .c � a �' mm z= N c N fN +N+ C Q� c T'_N r-N L_ N E N .0c E ' C L J � aJ � 00 (n c 0) 3 d0 01 N U L O �Wa UQ� J= m Uj lL 0 a w� a QQ m 0� o f) 0 U Q 0 1= O Uj N I- E L Q Q O = C N J N �^LL E `•L G Q N cn U) co a� � N 7 o N E O N N 41 Goa) �3a O U aQ 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 VENT PIPE VENT STACK FLASHING SLEEVE CAULK JOINT INS VENT PIPE VENT STACK SHEET METAL FLASHING SLEEVES FLASHING SLEEVE FURNISHED & INSTALLED BY TRACTOR. SECURELY FASTEN GE TO ROOF DECK. CAULK JOINT ROOFING INSULATION TYPICAL VENT FLASHING DETAIL P1.2.0 SCALE: NONE ROOF DECK IEET METAL FLASHING SLEEVES RNISHED & INSTALLED BY INTRACTOR. SECURELY FASTEN ANGE TO ROOF DECK TYPICAL VENT FLASHING DETAIL P1.2.0 SCALE: NONE WALL i PLUMBING FIXTURE 4" STAND PIPE FOR OVERFLOW A 4'-O" A L C4 �i J 6" OPENING WITH REMOVABLE FD/A LINT STRAINER PER FLORIDA PLUMBING CODE 1003.6 PLAN VIEW SPLASH 4" STAND PIPE 4 GUARD REMOVABLE LINT (4 SIDES) STRAINER FD/A 4" DRAIN PIPE I C TO SANITARY MAIN N UNDER CORRIDOR FLOOR PITCH TRAP PRIME SECTION 'A -A' CONNECTION LAUNDRY ROOM 3 TRENCH DRAIN DETAIL .2.0 SCALE: NONE SHUT-OFF VALVE SPRING LOADED INLINE TYPE CHECK VALVE WATER SUPPLY STRAINER WITH TAPPING SIZE GATE VALVE UP TO 1" WITH NIPPLE & CAP 4 BACKFLOW P1.2.0 � SCALE: NONE REDUCED PRESSURE BACK FLOW PREVENTER TO EQUIPMENT AIR GAP FITTING DRAIN SIZE AS REQUIRED BY MANUFACTURER FLOOR DRAIN CUT GRATE AS REQUIRED TO PREVENT SPLASHING EQUIPMENT WATER STOP & ANCHOR RING CONTINUOUSLY WELDED ALL PIPE SLEEVE AROUND TO SLEEVE MIN. 1 ` b UNDERGROUND MASTIC COATING ON - - - WALL & PIPE UNDERGROUND 7 mom PIPE OR CONDUIT LINK SEAL GROUND WALL A.. � :". , PACKED OAKUM 5 PIPE SLEEVE BELOW GRADE P1.2.0 � 7 SCALE: NONE CHROME WALL COVER WALL AIR PLUMBING VENT FIXTURE CLEANOUT TEE WITH PLUG FLOOR DRAIN WITH A C UNIT _ TYPICAL TRAP PRIMER FLOOR LINE DRAIN N EQUIPMENT CONNECTOR TRAP PRIMER PAN r 1/2" TYPEIV COPPER DRAIN SHALL BE LOCATED IN PIPING IN WALLS & / FLOOR UNDER FLOORS SLOPE TO DRAIN HANDICAP LAVATORY P-TRAP A WAY THAT IT CAN BE INSPECTED 1 EASILY. 1 /8 BEND VIA AIR GAP &ANGLE VALVE ASSEMBLIES / LINE IN LENGTH INSULATED WITH FULLY MOLDED TO SUIT 'TRUEBRO' HANDI LAY -GUARD LILL 4' bU .�FLOOR / INDIR CT WASTE DRAIN � WITH D ME STRAINER. FIRE STOP & SEAL PLUGGED ROUGH OPENING 3" TO WASTE MAIN FLOOR DRAIN /TRAP TEES s TYPICAL INDIRECT WASTE INSTALLATION PRIMER DETAIL WALL CLEANOUT 9 CONDENSATE DRAIN DETAIL ,o TRAP INSULATION DETAIL P1.2.0 P1.2.0 P1.2.0 P1.2.0 P1.2.0 SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE POTABLE DOMESTIC % 3/4' HW & CW 04 SHOCK ABSORBER (TYP) COMMERICAL LAUNDRY v SHUT-OFF VALVE WASHERS (TYP) (TYP) 3/4" CONTINUOUS PRESSURE VACUUM BREAKER. INSTALLED A MIN. OF 12' ABOVE OVERFLOW LEVEL OF WASHER. 5 PSIG PRESSURE DROP AT 8 GPM. 1/2" VALVED AND CAPPED FOR FUTURE EQUIPMENT LABEL PIPING 'NON -POTABLE' FLOOR DRAIN IN TRENCH COMMERICAL LAUNDRY WATER CONNECTION PI.2. SCALE: NONE FRONT VIEW A A SECTION A -A i. WOOD FLOOR/CEILING ASSEMBLY (U.L. CLASSIFIED L500 SERIES) (I-HR. FIRE RATING). 2. TOP PLATE. 3. GYPSUM WALL ASSEMBLY (1-HR. FIRE RATING). 4. MAXIMUM 4" NOMINAL DIAMETER VENTED PVC/CPVC PLASTIC BRANCH PIPE (MAXIMUM DIAMETER OF OPENING = 2 1/21. S. MAXIMUM 4' NOMINAL DIAMETER PVC/CPVC PLASTIC VENT PIPE (MAXIMUM DIAMETER OF OPENING = 4 3/4"). 6. 3/4' PLYWOOD COVERING OPENING, OVERLAPPING EXISTING PLYWOOD BY MINIMUM 3- OR AS REQUIRED BY LOCAL BUILDING CODE AND FASTENED IN PLACE WITH 1 1/4" WOOD SCREWS, MINIMUM 6" C/C WITH PRE -DRILLED HOLES IN PLYWOOD COVERING. 7. MINIMUM 3/4" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. S. MINIMUM 3/4" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT WITH 1/4" CROWN. 9. HILTI CP 643 FIRESTOP COLLAR. NOTES: 1. ANNULAR SPACE = MINIMUM 0", MAXIMUM 1/4". 2. AS ALTERNATE TO HILTI CP 643 FIRESTOP COLLAR, YOU MAY USE A HILTI RETAINING COLLAR COMPLETELY FILLED WITH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. 15 GAL EXPANSION TANK r B & G 116029 ATF-12 AIRTROL FITTING 1f 3/4" - 1 COLD WATER - - - - HOT WATER AQUASTA ;O HOT WATER - - - RETURN HOT WATER RECIRC PUMP RP-i ASME T&P SAFETY GAS -FIRED RELIEF VALVE DOMESTIC WATER HEATER FULL SIZE OF RELIEF VALVE GAS BURNER FINISH FLOOR I--!�-_- DRAIN VALVE DRAIN PAN GAS -FIRED DOMESTIC HOT WATER HEATER SCALE: NONE FRONT VIEW A A SECTION A -A 1. WOOD FLOOR/CEILING ASSEMBLY (U.L. CLASSIFIED L500 SERIES) (1-HR. FIRE RATING). 2. LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OR LUMBER, PLYWOOD, OR FLOOR TOPPING MIXTURE. 3. TOP PLATE. 4. GYPSUM WALL ASSEMBLY (1-HR. FIRE RATING). 5. PENETRATING ITEM TO BE ONE OF THE FOLLOWING (ALSO SEE NOTE No. 2 BELOW). A. MAXIMUM 3' NOMINAL DIAMETER PVC PLASTIC PIPE (CELLULAR AND SOLID CORE). B. MAXIMUM 3" NOMINAL DIAMETER ASS PLASTIC PIPE (CELLULAR AND SOLID CORE). C. MAXIMUM 3" NOMINAL DIAMETER FRPP PLASTIC PIPE. D. MAXIMUM 3" NOMINAL DIAMETER CPVC PLASTIC PIPE. 6. FILL THE ANNULAR SPACE BETWEEN THE PIPE AND FLOORING AND BETWEEN THE PIPE AND TOP PLATE TO THE MAXIMUM EXTENT POSSIBLE USING HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. 7. HILTI CP 643 FIRESTOP COLLAR (SEE TABLE BELOW). NOM. PIPE DIALPRODUCT DESCRIPTIMD. OF MOUNTING TARIMAX. HOLE SIZE 1 1/2' CP 643 50/1.5' 2 2 1/8' 2- CP 643 63/2' 2 2 5/8- 3- CP 643 90/3' 3 4" NOTES: 1. ANNULAR SPACE = MINIMUM 1/8", MAXIMUM 3/8" 2. CLOSED OR VENTED PIPING SYSTEM. (PVC, ABS, FRPP = SCHEDULE 40, CPVC = SDR 17). DISHWASHER EXHAUST HOOD TAP OFF WITH 1/2" SUPPLY PIPE, THUMB TURN VALVE (SHUT-OFF) TO DISHWASHER DETERGENT SUPPLY. PRV � W n b F DISHWASHER SUPPLY CONNECTION AT TRAINER STRAINER 3/4" 180"F NW DISHWASHER 3/4" BOOSTER HEATER FINISHED FLOOR 2" DISHWASHER DRAIN 3/4" 140"F HW 3" WASTE BELOW SLAB 3 DISHWASHER DETAIL 2.0 SCALE: NONE CROSS SECTIONAL VIEW 1. WOOD FLOOR/CEILING ASSEMBLY (UL CLASSIFIED L500 SERIES) (1-HR. FIRE RATING). 2. DRAIN PIPING AND 90" ELBOW TO BE ONE OF THE FOLLOWING: A. NOMINAL 4" DIAMETER PVC PLASTIC PIPE (SCHEDULE 40). B. NOMINAL 4" DIAMETER ASS PLASTIC PIPE (SCHEDULE 40). 3. PVC OR ASS CLOSET FLANGE SIZED TO ACCOMMODATE DRAIN PIPE. CLOSET FLANGE SECURED TO PLYWOOD SUBFLOOR WITH STEEL SCREWS. 4. (NOT SHOWN). FLOOR MOUNTED VITREOUS CHINA WATER CLOSET. S. MINIMUM 3/4" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. NOTE: DIAMETER OF OPENING TO BE MAXIMUM 1/2" LARGER THAN OUTSIDE DIAMETER OF CLOSET FLANGE. 1/2' CW SUPPLY BALL VALVE PIPE STAND-OFF TO ICE MACHINE WATER FILTER LOCATED FOR EASY SERVICE & REPLACEMENT 14 ICE MACHINE FILTER DETAIL P1.2.0 11 SCALE: NONE FRONT VIEW SECTION A -A .1 of O A i. GYPSUM WALL ASSEMBLY (U.L. CLASSIFIED U300 OR U400 SERIES) (I -HR OR 2-HR FIRE -RATING) (2-HR SHOWN). 2. PENETRATION ITEM TO BE ONE OF THE FOLLOWING: A. MAXIMUM 2' NOMINAL DIAMETER PVC PLASTIC PIPE (CLOSED PIPING SYSTEM). B. MAXIMUM 2" NOMINAL DIAMETER CPVC PLASTIC PIPE (CLOSED PIPING SYSTEM). 3. HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT: A. MINIMUM 5/8" DEPTH, FOR A 1-HR FIRE -RATING B. MINIMUM 1 1/4' DEPTH, FOR A 2-HR FIRE -RATING NOTES, 1. MAXIMUM DIAMETER OF OPENING = 4 3/8'. 2. ANNULAR SPACE = MINIMUM 34', MAXIMUM 1 1/41. GAS GAS REGULATING / REDUCER SUPPLY VALVE 2 PSIG TO 7" W.C. GAS REGULATING / REDUCER GAS COCK GAS COCK VALVE 2 PSIG TO 7" W.C. 6" DIRT EQUIP GAS _, POCKET U SUPPLY OOWNFEED 15 TYPICAL GAS PIPING 1.2.0 SCALE: NONE PLASTIC PIPE STACK WITH BRANCH LINE PLASTIC PIPE THROUGH 1 HR. CLOSET FLANGE IN 1-HR. CLOSED PVC/CPVC PLASTIC PIPE THROUGH ,s THROUGH 1 HR. WOOD FLOOR ASSEMBLY 17 WOOD FLOOR ASSEMBLY i8 WOOD FLOOR/CEILING ASSEMBLY i9 1 HR. OR 2 HR, GYPSUM WALL ASSEMBLY P1.2.0I IP1.2.0 P1.2.0 P1.2.0 F RATING = 1 HR. UL SYSTEM No. FC2050 F RATING = 1 HR. UL SYSTEM No. FC2030 F RATING = 1-HR. UL SYSTEM No. F-C-2203 F RATING = 1 HR. OR 2 HR. UL SYSTEM No. WL2098 T RATING = 1 HR. T RATING = 1 HR. T RATING = 1/2-HR. T RATING = 1 HR. OR 2 HR. L RATING AT AMBIENT = LESS THEN 1 CFM/SQ.FT. L RATING AT 400"F = 4 CFM/SQ.FT. EQUIP 6" DIRT U POCKET UPFEED PLOT DATE 06-05-07 © Copyright 2007 a r c n i t e c t u r e, e n g i In to eer r p Iq;§ e s i g n+ I a n d p 1 0525 Rolibc ft 9d.. Q.O. box 667 Hollcong. PA 18928-0667 215 794 1925 p 215 7941926 f k W W W ss> W W W F-+ W W Wcn a U 0 U 0 cn U 0 Un W F 0 z L) U O 0 � W 994 O O Ord Oct O O m a a w un cn (n ( U) un U) cn� Ln o 0 0 0 0 0 0 0 N N N N O OM 4 O O O O O O (=O FRED MUSCATELLO PE #62451 S '0 N pf0jed m diawA 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI • igiFi_w P1.2.0 -2 L N c3 N fa 0 L '0 N c a) 0)z N C N O 0 0 +� c >, N N N � C 0 L6 � L 0 0 C U �c (0 .c C 30 L •N a c ^, t 0 t0 a. E c� L L 4- +_ E N 0 4- a) U C O Oro L 'C a� m> a� 0 C o N E 0 O C C N O JN J 7 U E W O Qt: U 0 O.cN U� Q� C W cts �oCD I J C U_ 0 N 0 Q +_ C 0 0 U C (0 0 c N C .c a) E LO N t0 N L Ln � a) c N N N C N Cp -a U C N L N N > L 6 L N 0 L. C O U cL N +. 0 0 co ui 3 c 0 N m N N N C U 0 U) L Cc N 0 CD U N C t-CO N 0- U L � Q N > L �s L N .L Lo Q� .0 +� 0) 0 T- N 4 C 0) 0 th C N N E N C E N _j-0 QJw 000 00 3 Q 0) c 0-0� 0U) U L .0 W Q 2� o UQ� J = t0 Uj LL 0 (I Q Q @ L O U) 2 fA 00 _ Q O COO E t c Q a O = c 0 J N 4-J LL + E Q N U � � N L Q� � N 7 o(DE p, v) N o3 'f0 �+ L -0 0 at N j U aQ t _/ 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 4' RWC BOOT 4" RWC BOOT 4" RWC BOOT 4" RWC BOOT 4" RWC BOOT 4" RWC BOOT 4" RWC BOOT 4" RWC BOOT 4" RWC BOOT 4" RWC BOOT UNIT TYPE "A-1" UNIT #100 2 BED/2 BATH 4' RWC BOOT UNIT TYPE "A-1" UNIT #101 2 BED/2 BATH 4" RWC BOOT 1 1 L Tr IZT / Ii I CO I "VI / 3" 4' 4" 3° I3' S 4" RWC BOOT 4" RWC BOOT S / 4 D / 2_V 1 6 7 / F I • e STAIR "1" I I I I II 4' RWC BOOT 4" RWC BOOT UNIT TYPE "A-2" 4" RWC BOOT 4" RWC BOOT lh=-� UNIT TYPE "A-2" UNIT #128 2 BED/2 BATH 6, • 1 I.. -------MEN - 4" RWC BOOT I N Ctzs I -HI 11r T tririr rI 1r fl-It-ni- -n i 11-Iril-II -ft 1r tr 1t-11-1 � - 0 - / \ I UNIT TYPE "B" I ® d II II II II II II II II II II II II II 11 II II II II II II 11 II II II I1 II II II II II II II II II II II II II 11 II II II 1 e e / , 1 UNIT #102 1 1], II it II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II UNIT TYPE "B" 3' 1 S d! II II II II I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II II UNIT #125 44 1 BED/1 BATH 1 4" RWC BOOT 4° RWC BOOT Q, II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 1 BED/1 BATH I N X II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 1 / I I II II I II II I II I II I II II I II II II II II II II II I II I II II II II II II II II I II I II II I II I I W \ 4' RWC BOOT II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II O I CL ® II II II II II II II II II III II II II II II II II II II II III II II II II II II II S 3° 3" UNIT TYPE "C" II II II II II II II II II III II I III II II II II II II II II II II III II I III II II II II II it II 1 H D UNIT TYPE "13-6" g 1 x UNIT#103— — — — — — — — — — — — — — — — — — — — — — O S UNIT#126 „ 46 [11 BED/1 BATH I 1 ® STUDI0/1 BATH / \ S X 11 x 3. I I I I I I Ho 3„ _ __ DINING 11 I I \ \ I 4" RWC BOOT - e •e UNIT TYPE "B" I e e 3" ROOM • _ / / I I I I I 11 \ \ UNIT #104 S I / ROOM I I I \ \ FE 1 BED/1 BATH 10 I o / \ UNIT TYPE D" 4' RWC BOOT / / C109 F I I I I \ \ \ \ - e - I UNIT TYPE "B" OI UNIT#105 / / \ • 1 / / / I I I I I I I I \ 4" RWC BOOT S I UNIT #124 STUD10/1 BATH 47 1 I 1 BED/1 BATH I � I I I I I I I \ \ I 4' RWC BOOT / / I I I I I I00 I I \ 3■ / / \ \ UNIT TYPE "B" P3.i.0 / / I I I I I I I I \ 1 X UNIT #123 I I 1 BED/1 BATH I -- S I S I I I I I I I I BISTRO STORAGE S 3. 14 --- ------ --- -I L---- - J L_--------J L---t— — --� L----------I L---------J C108A -- 13 1 , 3' ee ----�! © ® ---- } ----------0----------- — / 48 ® - - I III I I I .I -I 3"W. UP j S 3■ 9 1\ �/ I I x I — PREP AREA S L-- S S I PRIVATE 2 49 1 3' 1 DR( STOR. I cooE FREEZER 1 KITCHEN 32 29 �' I DINING I BISTRO 5 \ ® — i • — ® C10B I S I I C120 I I C110 1 � X " 3 _ BS P3.7.0 FXF 1 Cd a© 3' / I 1 l UNIT TYPE "B„ S X \ / ISH ASHING B V�RAGES — — — — � UNIT TYPE "E" 1 33 fi / \ " / 40 RWC BOOT 4" RWC BOOT UNIT #121 S UNIT #122I I / „ 51 1 BED/1 BATH COOKING / \ \ S � I I � / _ I / / \ \ Z -) STUDIO/1 BATH S I 0 I OFFICE I C120B f T0011 EI 1 — — — — — — — / \ ( 27 ONO `. in UNIT TYPE "B-5" / / / //� S — — — vr ---- .� UNIT #1 os •• - 4„ _- II 0 /CAV' BII 3I x � 1 \ / I 52 1 BED/1 BATH 1 ®4 X_I „�j RRDOR ICO-_--- - S CO3■W&V3' 101 LOUNGE 36 C123 1 1 CARPET MENS3■ I I UNIT TYPE"G" I _ SERVICE I 3� 4' I 11 1 I C104 / I UNIT #11 UNIT TYPE "F" S DOSE — — e — ENTRY S 6 S X� 1 III I I III \ S I S 3500# WATER HTR I I I WO NS I , BEo/, B UNIT #114 81 1 133 CO WiD W/D C139 i6 I ELEV. ) 34 I III PARLOR I III I I ILET .B 1 BED/1 BATH 1 1 83 2" FD 6 2"V. UP 54 — _ — — ROOM 0 3; I r _ � � - ( 3'W. UP 2"V. UP I III I C1o1 I III I I 6 _ _ - _ x ep I I r ACTIVITIES 4"W. U� II 11 I (2) 3"W. UP I g a / S I 77 X - R e13 - - 55 I CONDENSATE RISER I 3/4" CONDENSATIIJ ELEV. I BEAUTY SK-C GIFT II 1 l I v S I I L_ J D I SHOP ROOM I ll J� l00 \ I 74 / 75 � 17 1 I I RO I C113 C112 I SHOP I \\ \ / // \ \ \ — — — I S / \l ELEV. 2500# \x ® C1 Ct11 \\ \ / // 78 ROOM — — ,. I I \� \ / /i \ CO - \ s ELEV. ♦ / X I 3 ELEC I FXF FXF o� \ \�\� / // - - - - - I L _ T • II 132 I ------ PANELS I / � C124 I D /� \\\` / 73 ®2 " „ 3„ CORRIDOR ° 3° S LAUNDRY I CO / 4' _ _ _ _ _ _ = J 4" I I C137 I 4" 200 DFU / 56 UNIT TYPE "B" UNIT TYPE "A" I C126 COMMERCIALLA NDRYI ■ / " " — — — — ■ 3■W �P CO " — ° — — ° D ° ° \ i / I 1 BED/1 BATH /D W/D 1 I UNIT #120 UNIT #107 - — C127 ■ ' — — 3 1 BED/1 BATH 3/4 CONDENSATE DRAINS, CO S / / - - -� 3"W. U ® I I / \ �� - J --- - --- I SPILL TO GRADE I 64 - - - /- - - / / _ : e - e• 2' 31 2"V. UP 3"W. I // \ // MAIL A W. UP S S / SK-C _ I S S CO 3 I RECEPTION cloz CO S 1 \ - 76 I 79 / 01 / c E 1 57 S I ■ - I 1 B 4° RWC 1 P3.7.0 SCREENED I C114 1 S 70 — — — — — e S _ _ _ i EMPLOYEE N 19 / — \ ® ® BOOTS I PORCH L _ 1-F 11 ❑ 69 D x 80 — — — — —� LOUNGE 19 1 UNIT U T #P1E1"9'I / I X — — — — — _ — — — — — — — S I CART CL. UNIT TYPE "B.1" i 2 ry C135 O 1 1 BED/1 BATH 1\ - $' ; 65 I 3"W. UP sroRACE C11B I UNIT #115 S I A LIBRARY I 1 BED/1 BATH 82 — I 3/4" CONDENSATE DRAIN, I EXECUTIVE USIN S CO ARKETIN C103 MULTI -PURPOSE S I / x I UNIT TYPE "A" i OFFICE ROOM UNIT TYPE "B-4" P PANEL ROOM " 'SPILL TO GRADE OFFICE E I \ S UNIT #109 C115 C116 C1 n C105 UNIT #116 I 3 S 20 / , ® 1 4' RWC BOOT I L_ — — — — — — — 1 BED/1 BATH 1 C136 / 58 2 BED/2 BATH / 3° I FXF FX ENTRY UNIT TYPE "B" X L e • _ \ UNIT #108 3" 1250 GALLON 1 — — VESTIBULE - - — — — — — — — 1 BED/1 BATH I © I CO GREASE TANK o x SCREENED 1 \ — / — —STAIR '3" CL 3° S O I PORCH I S V.S III C130 O 00,\ 21 INSTALL PER CODE N LaLz Q 0 L 4" RWC BOOT I 63ee CO I I S 1 4" RWC BOOTS I I 77 3■ 4� - I STAIR"T' �r----- ------------------------ 22 1 I 11 - Li low - 1 •� C129 1111 1 _ � - 1 I I I 4' RWC BOOTS 3' / I \ _ I 11 Q Q 3' S I I I III 4° RWC BOOT �- __ -I -- ----1-L=__ -� ® 6 g 2,4 I O C � o 0 � 0 � 1 4 RWC BOOTS S 1 25 / 4„ - I 4' RWC BOOT - - - - 61 1 ■ I I I I UNIT TYPE "A-2" x I I\ I I I I I UNIT #117 C 2 I I I I 0 NUNIT #11811' S L ® ❑ I 11 ( 11 2 BED/2 BATH 3■ e e /� 4■ —I I I I I I CO 1 BED/1 BATH 62 I I I I 6 1 Ew X UNIT TYPE "B-1" I I I I 1 Q I C UNIT #111 S I I 1 1 1 2 BED/2 BATH 23 I I I I 11 C S UNIT TYPE "A-2" 11 1 1 11 UNIT #110 I I I 4' RWC BOOT 4" RWC BOOT 26 NOTE: 1. SEE DRAWINGS P3.1.0, P3.2.0 & P3.3.0 FOR UNIT DETAILS. 2. PROVIDE WALL CLEANOUTS AT BASE OF ALL STACKS. 3. ALL HVAC CONDENSATE PIPING TO BE CONNECTED TO STORM DRAIN SYSTEM. 4" RWC BOOT 4" RWC BOOT 4" RWC BOOT 4" RWC BOOT 4" RWC BOOT 2 BED/2 BATH 6' SANITARY SYSTEM #2 4" RWC BOOT 4" RWC BOOT (504 DFU) O 4' RWC BOOT L 4" RWC BOOT 4" RWC BOOT 4" RWC BOOT 6" SANITARY SYSTEM #1 40 RWC BOOT 4' RWC BOOT (492 DFU) 1 FIRST FLOOR PLAN P2.1.0 SCALE: 3/32" = 1'-0■ �I PLOT DATE 06-05-07 © Copyright 2007 a r c n I t e c t u r e, e n g i' in to eer 6 p K cj e s i g n+ I a n d p 1 0525 WkoHg 9d.. P.O. box 667 Hoiicong, PA 18928-0667 215 794 1925 p 215 794 1926 f W W W W W E� U U U O O O O O w� W P4 0 W x 0 W o C7 v1 0 C7 rn 0 C7 v� 0 U Q 0 a a a �D �D o 0 0 0 0 0 0 0 M �c O N kn o O M 7 — W) o M M V� Z o 0 0 0 0 0 0 FRED MUSCATELLO PE #62451 Project m drown by: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ gods: AS NOTED Opp TJCI 0"s • 110. P2m I m o ro C 0 0 4� C m @ to 0 N +� L ro C 0 U C �c .c fn C _0 L .N 0 C ro a. E C � •L Qi 41 L E a) O U 7 O 2 @ N � 0 �+ C @ 0 ao ro� E 0 C C JN J 7 E W a) U o A) -cQ c W @ 2. � .o _4- J C U o d U) 20 �cC 4- O 0 U C ro 0o c a .- @ C -C @ N E a� @ N L U 0 L @ C N r C a � N a) C @ C � o-0 U C 0 'C @ @ E41 N .0 r N 0 L C 4O ro U In 2 0 0 *' U f� N N 0 .N O) � @ to @ C U 0 W N 0 a) C C N tC � aU L N I- a a) > a) tc 2- N N .�? C L Q� a) t N0 U) 4 C N N � C a) N E n C a) -c J 00 0Uj CIO Q� d0a) i31 � U U Q a -W _ 0 UQ� �j LL 0 a QQ ro L 0 U) 0 co 0 U co c Q 0 0 O N Y N -F I- E Q a) = C N J a) +_ E Q1nm �Na) N U oa)E p cn �Z� O) 3 0 .Q�N t 0 aQ 1 2 5 0 A 0 C C E F �I 1 SECOND FLOOR PLAN P2.2.0 SCALE: 3/32" = V-O" NOTE: 1. SEE DRAWINGS P3.1.0, P3.2.0 & P3.3.0 FOR UNIT DETAILS. PLOT DATE 06-05-07 © Copyright 2007 a r c h i t e c t u r e, e n g j in to a er 0 D fi aj e s i g n+ I a n d p 1 0525 Ho gxft 9d.. P.O. box 667 Hollcong. PA 18928-0667 215 7941925 p 215 794 1926 f w w w � 5 5 H H H o w w w U U U w o w w x Uw w w o H 0 w Q Q 0 w Q 0 w Q�D � p4 0 U Q m 0 o w �D �D �D �D �D �D �D o 0 0 R 0 0 0 0 lV M "o O O FRED MUSCATELLO PE #62451 S� Project nm drawn by: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI • r10. P2m2mO �� >, c c3 m 0 0 �- N N C a) O L N O �3 00 �c �N a) N -c C O a) r a7 � L C 0 0 C U -0 >+ c o .c C 30 L •N 0 C (V E c� ,L LE a) 0 L 4- U C :3 0 -0+ 0 w a .c m m> m � C 4-1 m 0 4- c0 0T) E 0 c c n� a� j N J 7 U� E w a) Qr- U 0 OLo Qc c w 0 Y .n � o J C U o d U) 0 Q +' U) C ,- O o U C t0 O. m 0 C 0 o N In C E f0 .0 N O a) c� rn 0 3a aN c 0 i,-j.0 c .a U C f0 t0 > > E—_ M O L L fA 0 i 'O 0 C 4- U] C C 0 0 mU N N 7 C o �0 .c E ro� a� ui � C U 0 N Q 0 U C N N O. U m� L Q (Dm L a) t0 N U1 uJ lD �C 0) Q� m 0 r" U1 4 c N U)Lhc N E � C E a� Coo C U O- J w 00 U) c 0) 3 00 c a0 a) OM U oQo .g Lli fl 2� o UQ� J = N Uj LL 0 !L Q Q Q @ L 0 , 0 fA 0 Q o 0 O Uj N �- E c Q M = c � J a) u-�E d•c� Q m m � U) cn a. � N oa�E O N N +� 'co 00 P30 L U aQ 1 2 3 4 �l 7 n A C 0 C F THIRD FLOOR PLAN P2.3.0 SCALE: 3/32" = 1'-0" NOTE: 1. SEE DRAWINGS P3.1.0, P3.2.0 A P3.3.0 FOR UNIT DETAILS. PLOT DATE 06-05-07 0 Copyright 2007 W W W >u� WaW r� W5W rx r� c4 W W W U O U O U O F O O 3 > w 1:4 O 3 > w as O w W O F- � Q C7 � o Q O C4 o Q C7 O rd o H o O A � w Chi O Q Q Q a, P, P, Ca Q OM N N N N O O N N m m Ln �O FRED MUSCATELLO PE #62451 00 IR project nm drow. W. 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED I TJCI • f10. 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I 4 2 i - c v 27 SEF-2 72 71 i 4" VTRO V 73 II II II II II II II II V II J� �I 38 1 I I 1 II I I IL- II � II j 3 i I� I 11 41 4 VTR 40 I j L— ------ L----- --L---- -------J —� II I �I II � II � 42 L-----i I � II I r -------------- ----------------- 3 1 II II II II I II II II � II II �I LL� ------------- I I v _J Ij 43 I 11 V II I I 44 11 � II II I II II �I 4.VTRI II II v 45 ,-------- I i V II I I 47 ~--J 46 II II I I I I I � II I II II I I I --� 11 11 � I it 51 �_J II II I I I II 11 I II I� V II L---------- __ e II --- 5 ��R�, --- I II r------ °❑ W .L vEl 54 CU-8 CU-17 CU-7 CU-5 I 2"V- V r 1 V 75 74 4" VTR I------ II I V 4" VTR o J 4" VTR I 0 o-,---- i I 68--------, ec-,vg O .. CU-15 CU46 CU-9 CU-14 CU-11 CU-12 56 1 I I I II I 4. VTR? 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P2m4mO L :E c M 0 L � a) O N c a) O C 0 �3 00 �c �N a) U) _cc 0 a) R L roc 0 0 C �+ c oro L c � N ro a) a� C � L a) L � E a) 0 4-- c 0 o coo am a) � .0C ro 0 4- c0 m E -O O c c roQ JN J 3 EWro Q U N O.c <c c wro Y. it o J C W 0 dfj) 0 N c 0 O U c aro U) 0c a .N a) c L a) C ro a tl) L O N C 0 0- U) �a) •c a) 0 0 c _ N •ro ro a) E . N L y U) 0 L 'a 0 c roro N L 0 0 r' U m � U) =0 ce N '0 � N C ro c U O N �0 O U N cn a) O. N F- ro > a� c N N L 0) Q� aD t in .. 0)0 N 4 c N0 In c ro N .E (D ° .0 c E a) 'c c o (D m t J .0 a -i 00U 0) co 0-0 0)N U C<° .0 W a. 2� 0 UQ� J = ro Uj lL 0 a F-2a QQro L UOo U) 0 U Q 0 � N O I­-E Q Qo = c N J a) lL +L E c� • C Q us cn N U) N Q� N 7 O N E O N ro 0 om *r L -0 L1 L 0 Q N U aQ 1 2 3 4 s 0 i PROVIDE SHUT-OFF VALVES AT ALL BRANCH TAPS FROM MAIN (TYP ALL) UNIT TYPE "A-1" UNIT TYPE "A-1 ° UNIT #101 UNIT #100 2 BED/2 BATH 2 BED/2 BATH I I 1/2' HB °O I ® ® I I 1 / 1 STAIR 'Y' +I I1111 I ® /4■ c1281 __ _________ 111 rtf rtt 1t tt fr lt-If 11-1 T tr It-irl -f1-31 It-11i1-11111-1r fr l�l � UNIT TYPE "B" IN HW II II II II II II II II II II II II II II II II II II 11 II II II II II II II II II 11 11 II II II 11 II II II II II II II II UNIT #102 3/4' H IIII II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 1 BED/1 BATH I I II II II II II II II II II II II II II II II II II II II II II II II II II II 11 11 II II II II II 11 II II 11 11 11 II II II O, II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II _ � / \ UNIT TYPE "C" II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II ® UNIT #103 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II III II II II II II II II II II II II II II II II II II II II II II II II II II II II II II III II II II II II II II II II II STUDIO/1 BATH X — — — — — — — — II II II — — — II II II II II II III II I III II II II II II II II II II II III II I III !I II II II II II II — — — — 1 0 1.1/2" CW 4' CO D WATER SERVICE \\ 1.1/40HW / ------------1 _ —I \ _ _ x 3 4" HWR GAS METER 2660 CF/HR, I I I I I _e e / / I DINING I II° 2 PSIG / / I I I I I IROOM1-1/2- 11107 O IRRIGATION CAP / / c1 B9UNIT TYPE"B" I 1 UNDERGROUND UNIT #104 1 BED/l BATH I ® UNIT TYPE "D" X UNIT #105 STUDI0/1 BATH x \ H I —i-----�J L---------I L J— — — — — -JL — — —— — —- BISTRO STORAGE C108A ®---- O O ----� - ------------------ Fo KIT120 I I I I x I — L-- I I PRIVATE ® I I 2.1/2" GAS (2 PSIG) I I DINING BISTRO ( I I C110 i\ C108 \1 I — I I I ) x \ / I 1 1/2" C I 4I 1/4■ HW 411CW 2-1/2" GAS ® /� �\ \\ 1/2' CW, 1/2" HW I I II 3 4 H C 0B -1 /2" / / 1 -2 GAS - - ' /// / // / / \ \ �\ \ UNDER COUNTER O 120A / I I�I® I Ip / /j / - - _ = = _ _ � \ � \ UNIT TYPE "B-5" - _ o 00 0 �--------� I / /\\ / / / — — — \\ L�\\ \ \ \ ---- ---- —_ IL-iiEJ HB PROVIDE SHUT-OFF VALVES AT ALL UNIT TYPE BRANCH TAPS FROM MAIN (TYP ALL) BATH UNIT #126 2 BED/2 BATH UNIT TYPE "A-2" — UNIT #127 ® (0 2 BED/2 BATH I 1 I / •I 1/2' _ o a_ \ I 0 I STAIR "4" I I I I I ® I C131 I _ - e: 1 I UNIT TYPE "B" I 1\ UNIT #125 1 BED/1 BATH 1 - CW i" X HW 3/4" HWR II I UNIT TYPE "13-6" UNIT #126 x O 1 1 BED/1 BATH \_ I HB - 1/2" I / ee 1 x 1 UNITTYPE"B" UNIT #124 UNIT TYPE "B" I I I 1.1 /4" HW 1 BED/1 BATH UNIT #123 I I 3/4"HWR 1 BED/1 BATH I I I x x / - 1 1 x — I I UNIT TYPE "B" • e UNIT #122 UNIT TYPE "E" I I 1- W 1 BED/1 BATH 6 UNIT #121 1.1 /4" HW P3.7.0 STUDI0/1 BATH I I /4" HWR I I I HB X I I x UNIT #1 O6 - - G -- -- G --- G - - - - - - r /O \\\ , �{ I /LAB I I T. 1 / 1 BED/1 BATH — — — 1- 2" CW — - - - _ _ = T - I I I- �/ �`) \\ \ I I I ' I I \ ®1\ I SHOCK • • 1.1 /2" HW— — — ------ CORRIDOR 1 1 /I4" GAS U P `G \\ I I MEN 1 / - - - I I ®I C1z3 101 101 I PROVIDE GAS I TX I 1/2 HWH - " x ABSORBER 1 A x I II I II II I REGULATOR/REDUCER, I I UNIT TYPE"G" I A _ SERVICE 2-1/2 CW i I I I II I1 I PSIG TO 7' W.C. FOR / \ I UNIT#11 UNIT TYPE"F° h c133 - • • I ENTRY ■ I X 1 III I I Ill 3500# � 3 CW 1/2 I I W S I UNIT#114 C139 3/4" HWR C"I 4 ELEV. } HWH A G 4" II 1 2" HW 1/2' HW I I I III I PARLOR I III I I FIREPLANE OJLET 1 1 BED/1 B P 134 " TRAP I 1 _ — / -B I 1 BED/1 BATH A 3/4' H&C I UNIT TYPE "B' I- A- I { 11 C101 I III I LOUNGE C11i6 — X °P 1 UNIT #120 E� i/2" HWR 1/2" HWR 4 I 1 ---- ° G { WATER HTR 11 I I I _ _ 1- W 0 I I I ROOM I I CARPET m X — ---- I 1 BED/1 BATH c124A_ I BEAUTY GIFT I II II I O l c104 v - d / \ I I ® 1-1/2" HW 1/2' 1 I Ro SHOP SK-A SHOP �O 1/2" 1 \ / /4" H - I 1" GAS I I — I \\ \ / // \ \ I / f11rL� 1 GAS U 2 $,IG) 1 H& W 2500# x C1 ELEC I c113 a c111 \\\�\ \ \ 2.1 /2' CUY / �i / \ - - - ®❑ G = d O \ - 1 I 1 p ELEv / I X I — — — — — — ❑ PANELS I ACTIVITIES •� I \ \p ` % -1 /4/4 GAS (2 PP / N.N.-- I - L - T • ROOM ROOM \ - - - 11 //�/ 3/4" CW - I 2" W UPK: C124 I c112 / \ � - - - _ _ _� 3/4" HW Cm _ _ _ I � _CORRIDOR c137 2.1 /2" W UP x 1.1 /2' CW I I GAS (2 PSI G► I -/ / - - - - - - - _ - - - - - - - _ - - UNIT TYPE "A" 1.1 /4' HW I 3/4- H&CW COMMERCIAL UNIT #107 3/4" HWR ILL O / �� ❑ 1 BED/1 BATH C127 — — — B, I ( ° • J F — — — — — -------- — -- — I SCREENEDMAIL I.1/2" CW PORCH / \ / � I1-1/4" 3/4" HW I, HW I I 1 3/4" HWR 3/4" HWR ® ❑ I LIBRARY RECEPTION I CART GL X P34 -----------------� MULTI -PURPOSE 1 ■O C114 I STORAGE Cne CARPET ROOM \ — I t C119 I C103 -------- I C105 — x 1 1 I / 1-1/4- HW UNIT TYPE "A" { 1 / \1 ® I 3/4" HWR UNIT #109 I EXECUTIVE BUSINESS L — — — /O 2 BED/2 BATH I OFFICE OFFICE MARKETING UNIT TYPE "B" x \ I I L • ° I — — C115 C116 ENTRY ��� — VESTIBULE UNIT #108 1 a Z — — — ____1 OC117 1 BED/1 BATH I I © i G100 I SCREENED I 1.1 /4" CW I 1N HW PORCH � 1 _ 1 3/4" HWR �I I L -- � �r-====_ --- I I IIII I II 1" HW 3/4" HWR 1 I I I _ 1/2 _ C I N UNIT TYPE "A-2" UNIT #110 2 BED/2 BATH UNIT TYPE "13-1" UNIT #111 2 BEEP BATH 1 FIRST FLOOR PLAN P2.5.0 SCALE: 3/32" = V-0- -- ■MN y NO II I I II I I I I II I I II II I I II II I I II II I I II I I I I II I I II I I I I I I I I II I I II I I I I / — — �M LOYE — i e — " CW 2.1/2' CW °* ° 1 I SK-A LOUNGE -( ( „ -1/4 NW / 1' HW 1-1/4" HW / \ ® Cl35 I rt I I /4" HWR HW I •�1/2" H&C -I — 2.1/2"CW I 1- W UNIT TYPE "B" 1-1/ ■ I 1" HW UNIT#119 UNITTYPE"B1" HWR I 3/4" HWR 1BED/1BATH UNIT #115 4 UNIT TYPE 9 " ® 1 BED/1 BATH UNIT #116 I C135 I I 1 1/2-1 1 BED/1 BATH m - i ■ CW PANEL ROOM O/ 1" HW / c13s 3/4" HWR 1/2' HB x STAIR "3" 11 • e \� c13o I I I I I I pl 3/4" C III I / t 3/4" H AN HW is mff e - 01I - UNIT TYPE "A-2" UNIT #117 2 BED/2 BATH I TYPE "B-1" HS HB NOTE: 1. SEE DRAWINGS P3.4.0, P3.5.0 & P3.6.0 FOR UNIT DETAILS. PLOT DATE 06-05-07 0 Copyright 2007 a r c n 1 i e c i U r e, e n g I in to a er r 1) in Og e s i g n+ I a n d p 1 9525 Ho &ft Vd., P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f w w w OF- H UU U U U 0 0 0 0 U 0 W U 0 W U w W W P, w 00 A o a A wa' O P, A�D O P, U A v1 w r0 � � � � � � N N o 0 0 0 0 0 0 FRED MUSCATELLO PE #62451 (> A V N project no■ drown by: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED oppious TJCI • IIO■ P2m5mO �c c co � 0 L a) UU)) c a) 0) L U c O �3 00 +-j L U) a) U) L c +' 0 L •- L c 0 0 c U '0 >� c 0 0 L U) 3 0 L .N O c IO E c� L a) a) +L+ L a) 0 U c 0 0 1p N L c a_ m �> a) � 0 4— c 0 ca a) E •0 0 c c m a) JU) J 7 E U Q -- UN OL Q c a) Y� � O 2L J c LL d W 0 tf �'0 c 'r 0 O U c ca 0c a(n 0 c L N +J E �o rn � to O c U � C 30 a_ 0 U) a) � 'c N c� 0 c �o (a ^L' Z' y .r- a) E> N c o 0 •c 0 U t` rn O_ 0 � V t� N Ui � c O c rn a) U U) C U 0 W M m O O U c a) tC N a0 rL_ CL () > a)m L U L rn +N+ c Q� a) L *. 0) 0 T­ W 4 c 0).0 r; c �0 N E � c E a) 7` 0 a) ro c U OU c J Q• 0 00 (� L 0) 3 00 Q Il 0 a) 0) N U 0Q a -W 2� 0 UQ� J = 0] Uj LL 0 a W� a Q Q a) L U !A U) O U Q 0 0 U)0 Y N F E- Q Qo = c 0 J a)_ LL + E Ca c C QNin F U) U �axic oa)E C)N N +' .@ 00� �_� m a L L Q t U) U aQ 1 2 3 4 5 7 A =m im E F L NOTE: 1. SEE DRAWINGS P3.4.0, P3.5.0 & P3.6.0 FOR UNIT DETAILS. PROVIDE SHUT-OFF VALVES AT ALL BRANCH TAPS FROM MAIN (TYP ALL) PROVIDE SHUT-OFF VALVES AT ALL BRANCH TAPS FROM MAIN (TYP ALL) UNIT TYPE"A-2" UNIT #238 2 BED/2 BATH UNIT TYPE "A-2" — — — — UNIT #239 UNIT ITTYPE #201-1" ® O UNIT TYPE "A-1" 2 BED/2 BATH UNIT #201 UNIT #200 2 BED/2 BATH I 1 2 BED/2 BATH 1 I I I 0_J ® 1 • • i� STAIR "1" I I — 1 /C22s 4" UNIT TYPE"B" I I 1" HW � I UNIT #202 3/4" HWRL I UNIT TYPE "B" i I ,\ 1 BED/1 BATH a UNIT #237 1 1 / 1 BED/1 BATH 1 -4 1" CW HW I X \ — � 3/4" HWR I I I x ® UNIT TYPE "C" UNIT TYPE "13-6" / \ x UNIT#203--------------------- UNIT#236 1 I v STUDIO/1 BATH 1 BED/1 BATH 1-1/4" HW ®e• — 3/4" HWR I I l\ / ® 1 — — -— ° i — I I x *0 1 I II e• I 1 UNIT TYPE B" UNIT TYPE "B" WUNIIT#3UNIT #204 UNIT TYPE"1BATH 1 BED/1 BATH UNIT #231 1.114" HW UNIT TYPE "D" /4" HWR I 1 BED/1 BATH x UNIT #205 STUDI0/1 BATH III I i x / \ 1 1 UNIT TYPE "0" \ ` e� UNIT TYPE "L" UNIT #219 I 1 1 / / I I x / ® 1 BED/1 BATH \ I \ � ® UNIT #215 i BED/1 BATH STORAGE UNIT TYPE "K" I UNIT TYPE "IC' X I \ / \ ® I — Ito ® II / 1 C214 UNIT #216 UNIT #218 1 I. CW / \ — — x / \ „ 1 BED/1 BATH 1 BED/1 BATH 1" HW / UNIT TYPE M" 1 I I UNIT TYPE "B" i 1.1 /2 CW _ _ I 3/4" HWR \ I UNIT #220 e e — 1 ®1 UNIT #232 1 BED/1 BATH • • UNIT TYPE "E" I I 1- W 1 BED/1 BATH x \ 1-1/4" HW ---- -- 3 4" HWR ® _ r i • e e — — — e ° — ® I - UNIT #233 1.1 /4' HW I I I 1 /2' CW I / / 1 1.1 /2" C x I / — I 1-1 /4" CW / \ I / _ X11 / \ ® STUDI0/1 BATH /4" HWR I I 1.1/4'HW �\ / 1 1.1/4"HW 1\/ \__z I I In HW __ -- —�� /4" HWR 1 /K\ x 0 I I 3140H R / /// /�__===__�\ .,\\ \ L �, — x 1 1 I UNIT TYPE "B-5" ® ® / \ \ UNIT #206 2■ CW — — — — — — — — — �/ / ///\Q\ \ '� `�` — _— _ UNIT TYPE "N" I T. / 1 BED/1 BATH 1-1 /2" HW — — —~ 4,411 / / / \ \ �\ — — — — — —D UNIT #221 I 1 WR I I C223 1/4" GAS 2 P61G) \\ \\\\ 1 BED/1 BATH •. / _ —� I —I I . i li----■ ---- -- —_ —— — — UNIT #2I HWA H �'_ CLO ET L—AU Rx_Y • e — I SHOCK ABSORBER 11 C) ® UNIT TYPE 'G" 3/4HW 2 UNIT TYPE f UNIT #226 PUNIT TYPE "H" C234 UNIT #207 \/ GAS' �2PSIG) 3/4" HWR 1 BED/1 BATH 3/4'H&UNIT TYPE "B " STUDI0/1 BATH GUP& READING NOOK A UNIT #2310 — — _ \ I I x II I I i I C202 / x 1 W 1 BEDj1 BATH 2' x 1 / L-- — 1-1/2' HW „ ) H H NIT TYPE "I" / ` I I I I — — — � / \ ® ® / / \ � I — ® ■ 1-1 /2 HW I „ UNIT #214 �l )) — — — 1 / I I 3/4" HWR 1" HWR I RP A UNIT TYPE"J" / \ \ / // TOILET 1 / / i" GAS UP & D 2 S,IG) H&CW 2500# \X I SHOCK C226 1 BED/1 BATH/W.LC, � � \ \ / / C204 f \ _ / \ # ELEV # ABSORBER ILL[ UNIT #217 \\\ \ / //j P3. f le I _ / I I TELE./ / s 2 BED/2 BATH \� �/ Q 0 0 I L— O e CABLE - 2-CW UP, — I \� �i ! — C232 • •-- I _ 2.1/2"CW DN I I \\\� / ����� -- r CORRIDOR C237 2-CW UP, 2.1/2 C DN I 1 / \ x rI �__===__� m— — —I4 — 1-1/2" CW I P W/D I — -- -- -- -- -- — — — _ — / UNIT TYPE "13-2" 1-1 /4" HW 4" H&CW RESIDENT — — — — — — — —~ I — — UNIT #208 I 1 LAUNDRY — — ® _ — -- __ ® __ -- -- \/------0 ® \ �/ I 3/4 HWR 1BED/1BATH� I --------- -------------- X 0 ee I X X I I /\ 0 I x /— ■ — — \ /4" CW I 1" CW \ \ 1,1/ \ 1-1/4 HW a I I / 3/4" HW kim 3/4■ HW / e4 / 3/4" HWR � . e — 1.1 /2" CW BILLIARDS 1" HW UNIT TYPE "6-4" 3/4" H 3/4" HWR / UNIT TYPE "B" 1-1/4" HW ROOM \\\3/4 HW UNIT #227 \ p 3/4" HWR iFITNESS I I I — ® I ® READING NOOK e 1 8ED/1 BATH UNIT #230 / CENTER CARPET — — — — — X I — — — x — —_LL — — — — — — x — — — �O — — — — — C208 I 1 . W 1 BED/1 BATH L I — — — — — C200 1" HW x UNIT TYPE "8.1„ UNIT IINIT PE B 1 1 i 3/411 HWR UNIT TYPE "8-3" x I UNIT #222 UNIT #223 I 1 BED/1 BATH 1-1/4" CW I 1 BED/1 BATH 1 BED/1 BATH I 1 I I { I / 1-1 /4" HW UNIT TYPE "A" PANEL RM I / \ ®' I 3/4' HWR UNIT #209 STORAGE C239 / \ x / C238 I 2 BED/2 BATH ; 1„ `.W UNIT TYPE "B" x \ /T4 e •All LAVAN UNIT #210 L 1 BED/1 BATH I 1� HwCW ri L---- 1 1 3/4" HWR I I I \/ 1 1 STAIR "3" ro� L — — — — — — — — — — — — — — — — — — — — — — — — — — — - C230 3/4 LW 3/4"H 1 /4■ HW I e _ I I STAIR `2" I I �— ® ❑ 1" HW C22s 3/4"HWR 1 ---- 1 \ — 00 Ent UNIT TYPE "A-2" x UNIT #229 — — ® \ UNIT #228 NIT TYPE 29 I / � 2 BED/2 BATH 1 BED/1 BATH ® / I X 1 ❑ I UNIT TYPE "B-1" UNIT #211 d ® 2 BED/2 BATH I UNIT TYPE "A-2" UNIT #212 2 BED/2 BATH SECOND FLOOR PLAN P2.6.0 SCALE: 3/32" = 1'-0" PLOT DATE 06-05-07 © Copyright 2007 a r c n l t e c t u r e, e n g i r4 to a er r p fi dj e s i g n+ I a n d p 1 9525 Ro 16ft qRd., P.O. box 667 HoUoong, PA 18928-0667 215 794 1925 p 215 794 1926 f le w w w O W W W E O O O O O w U w w U w w W w Q of w Q v, w Q Un CA � U QU G1 m F_ 5r� p w CA �� Ln m 7) Cn Cn o c c O 0 0 o 0 N N i � i O O O 4 i i O O O O FRED MUSCATELLO PE #62451 i F, project m draw. by: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI whimet f10. P2m6mO L L N � O �c �3 M a3 O L N t00 C a) N 0 •� 3 00 + .0 U) a) U) 0 L 00 C 0 �+ c 0 � c 0 L •U) 0 C N N d .E C � L (D L a) 0 0 � O O N L •L Q a) � c 0 C: 0 cu a) E "a 0 �.0 C UN _l 7 E W N Q� U Q 0C Q q w Y� � O J C ILLO V) 0 � c O O U C N 0 C CL Q C L a) .E m� a) N U1 L �o .0 C N � 0 3a 0� c� 0 U C LU E9 a) r r � 0 ` '10 O t0 N 0 p iL _0 N rn� c E c3C � N rn N C U 0 U) N 0 O 0 C a) t0 � O- U L � a a) > a) r L rn �C a) T Q'D L N o N 4 C ti U) LO C � a) N E a) � � C E a) � C L 0 m c�a .0 J m Q. J 00 U) t � L_3 OD a0 L .0 W O _ � O UQm J = N Uj LL 0 a ��a QQ@ L O fA Q fA 0 _U Q O0 NO FY- E - L Q a� =ca) J a) +_ u. + E Q 0 U) U) U) N� O_ +� � N 7 �()E O , N N +� m 0 0 �r-0 L 0 CL U) U aQ I� L_. C A E F 17 2 1 THIRD FLOOR PLAN P2.7.0 SCALE: 3/32" = V-0" 4 5 0 NOTE: 1. SEE DRAWINGS P3.4.0, P3.5.0 & P3.6.0 FOR UNIT DETAILS. PLOT DATE 06-05-07 © Copyright 2007 archetecture,eng 1ntoeer6pj4§esign+Ion d p 1 9525 r�l� ga., P.O. box 667 Hollcong, PA 18928-0667 215 794 1925 p 215 794 1926 f w w w 5 5 5 rx W W W 5 w U 5 w U w a U O w A U O w A U O w A x U O v w � A O a w Ow at w W W W W W W W W �D �D �D �D �D A un cn on CA cn cn cn un cn Ln on M M N N o 0 0 o N M L O O O FRED MUSCATELLO PE ,#62451 N prosat m drown byt 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI • no. P2m7mO 0 0 c W Q) U) -cc 0 L C 0 0 C U •a �c o� .c C 30 L •N O C Q C C 70 L Q) +L+ .c a) 0 U `-- N U) U C 0 0 %a +, aL. t6 N > O A C 0 w- C 0 >,-0 N N E a O C C (tf O UN J E W U Qt: U 0 �0 V J a"' < c C W N Y� � o QZ 2 +' J C U- 0 d W 0 U) C ,- 0 0 U •C C Q) fIf Qu) 0 c ao a) L C C (0 � a) w U) L- L 0 .c O L 0 _ C 0- -0 U O � c o c 0 c U C Q3 �A n, W L � N y 0 L. .0 0 C 4- 0 0 �U 'o U) N U C N O O U tU � O- U � Q �> �c N N L am L/ V/ +1 T--N 4c �N L6c cv E Q) � E 7 •t C C 0 Q) ro C U z: J QJ 4T 00U)z 0) 00 c QUA a0m O U 0 Q 0 U W Q UQ� -i=m Uj LL o a �2a QQ0 0w o U) O U Q 0 0 U)Y N Q Qo =ca�i J a) + LL + E �33 Q N V) N U) Q +� � N � O N E O y in O0 .c-0 .c •- Q °) 3 0 Q�to U aQ i 2 3 5 0 0 A Fil C 0 E F 1 ROOF PLAN P2.8.0 SCALE: 3/32" = V-0" PLOT DATE 06-05-07 OO Copyright 2007 a r c n i t e c t u r e, e n g 1rltoeer6 m4§esign+Ion d p 1 9525 Miba ft qtd., P.O. box 667 Holicmi% PA 18928-0667 215 794 1925 p 215 794 1926 f W W W W5W' wSt�� w51 E E H O W W W U U U E O O O O O W P4 0 W P4 0 W P, 0 A t�7 A W L�7 A cal w U q a; �D �D �D c on U� U on 0 0 0 0 0 0 o 0 n7 cn N i �o r+ i o N kn O i Cl M i .--i i kn O i FRED MUSCATELLO PE #62451 S� M I, Proms m thaw. 0722 R. LAWS ITJC June 5, 2007 / ABJ / DCJ AS NOTED TJCI rw P2m8mO .0 N � Q) C ro� 0 L ) � a) O N C a) O L N 0 m3 00 +, L N a) m .c_ a) 0 roc `00 c >> c o m L N 3c 0 N mE a ._ c ,o 0 L a) o L E++ a) 0 - a) N U C 0 L- ro �> a) c m 0 4- C 0 (ao E -00 c c ma) JU)J 3 (E W U Qt: U 0 A)0z +1 Q c C m �o Q-c 2 +' J C L O a N �o �a � O ,- 0 0 U C am N 0 c ao U) .cC ++ E OE ro"o a) m N L N 0 4 c N C 30 a. p N a) a) c a) c_0 0 c U m m .c 4T a) c m0 E_ a).c L N 0 L O C U mm N � 0 0 �U (n U) 'o U) rna) c c3o m v C U 0 U)m N> O U C a) co 0 U N a) > a) m L �0 .U) CD C Q� a) L 0)o r N 4 c 0) .N L� NE �C E a) c a) m L J L 0.J'N OU)r a) ,a ao ON U [n CO Q L. 0 0 W O' 2� O UQa) �LLo (I�2 a QQm L UO/� U) �O cn0U co C Q 0 0 Y N 'N L QO =Ca) J a) U- E �33 Q N N �U)a) Q� a oa)E O � U) 00a) �0 Tc p t N U aQ 2 3 i i I 3 TUB -A W W I �J BATH #2 1_14"V I � - -----J 2- I BEDROOM #2 2' COND. ON 1st FL OR CLq ET C 'LING FROM 2nd & �j 'COND.. 3 LAV- RISER cp I 1 st FLOG CP ,Lo ET; 1 I SPILL TO GRADE ill. CONDENSATE IN 1 st LIVING ROOM FILING FROM CP '/ KITCHEN I I I I I I K-A L----- O O T- 0 I i 1 i� SH-A 1 I CL ET ' ` I I LAVA BATH #1 \ I 3' I i WC -A -------------------- UNIT TYPE "A" SCALE: 1 /4' = V-0' UNITS: 107, 109, 209, 309 3'W & V - - - CLOSET - - O- -- - - ---- TUB -A O SK-A I I -I KITCHEN BATH 1.1/411 20 \� I I LAV-A �\ j WN�-A I 1 " I 3n CL ET 1st FLOOR CP------- --- ONLY 1 CLOSET K e 3nV 2' CO RI ER LIVING ROOM :i E BEDROOM 2" COND. O FROM 2nd 3rd FLOOR UNITS 1" CONDE ATE IN 1st FLOOR FILING FROM CP 1 5 UNIT TYPE 1113-1 " P3.1.0 SCALE: 1 /4" = V-0" UNITS: 111, 115, 118, 211, 223, 225, 229, 311, 324, 326, 331 BEDROOM #2 LIVING ROOM SPILL TO GRADE LJ LIVING ROOM BEDROOM #2 SPILL TO GRADE LJ I y 3nV e 3'V� cL • • SH-A e 3"V CLOSET ' COND. ON 1st FLOOR CEILING i " COND. ON 1st FLOOR CEILING----*"i i 2'V _____ _____________-------------------- FROMr-f--------- 2nd & 3rd FLOOR UNITS C SET n FROM 2nd & 3rd FLOOR UNITS o I ` 1.1/4_V 1_1/4 V I S 3nW I I � LAV-A « (i)WIN -- - i' CONDENSATE IN 1st FLOOR i S 3"W 1 1' CONDENSATE IN 1st FLOOR i - 3, -�- CEILING FROM MCP i 3'FROM iP I 1.1 /4"V j �� 2' CO D. RISER \ I \ LAV-A 1 1 I X � _ 3�� \ LAV-A 1 VkC-A j 2" COND. ON 1st FLOOR CEILING 1st FLOOR CP YIfC-A ` I 1 FROM 2nd & 3rd FLOOR UNITS BATH 1 I 1 KITCHEN ONLY 1 WC -A I�\ 2' '11.1/4"V �\ 2 I1-1/4W 1" CONDENSATE IN 1st FLOOR BEDROOM KITCHEN 1 \ t i CEILING FROM CP \ t BATH #2 � I I �� I BATH #2 I _,�' I 3-W & V SK-A uN. 3"W & V I SK-A SPILL TO GRADE CL $ET CLOSET O TUB -A CP 1st FLOOR TUB -A 1 CP 1 st FLOOR 1 ONLY 1 ONLY O O I O O I I FI I I I I I I OL c SETIle „ 2- COND. i " 2" COND. RISER i SH-A ? 2 RISER 1 LAVA 3�ry� S i --_ LAV-A 3nW S 11 BEDROOM #1 1 �// \\\ 3" 3'V V BEDROOM #1 I % / BATH #1 \\\ n 3°V V AIR ADMITTANCE i KITCHEN BATH #1 3 VALVE ]0 SK-A II I I I I II LIVING ROOM I I II WC -A II \ � WC -A II WW&V e UNIT TYPE "A-1 " SCALE: 1 /4' = V-0' UNITS: 100, 101, 200, 201, 300, 301 WW&V ---- ------ � O KITCHEN LIVING ROOM e 2" COND. ON 1 it LOOR CEILING FROM 2nd & i d FLOOR UNITS 1" CONDENS q E IN ist FLOOR 1st FLOOR CP C L NG FROM nCP ONLY 1 I SPILL TO GRADE SPILL TO GRADE UNIT I I I I I I 2" COND. ISER X 1 WC -A e 3'W I i ` BATH \\ V I II 1 n n n I BEDROOM L \� ?ry10 SH-A TYPE "B-2" SCALE: 114' = V-0' UNITS: 208,308 UNIT TYPE "A-2" SCALE: 1 /4" = Vl UNITS: 110, 117, 127, 128, 212, 228, 238, 239, 312, 330, 340, 341 �UNIT TYPE "B" P3.1.0 SCALE: 1 /4' = i'-0- UNITS: 102, 104, 108, 119, 120, 122, 123, 124, 125, 202, 204, 210, 230, 231, 232, 234, 235, 237, 302, 304, 310, 332, 333, 335, 336, 337, 338 2" COND. RISER st FLOOR CP ` n �_ p ___, ON -------LY 1 - O O i I I I S Ar SH A / I \ 1 30W & V j 2"V" I i BATH j SK' 1 SK-A 2■ / KITCHEN KITCHEN 3"W & V I ------------------------ V 3"V CP t st FLOOR 1 ONLY 3'W 2" COND. RISER I 1 2" COND. ON 1st FLOOR CEILING FROM 2nd & 3rd FLOOR UNITS 1" CONDENSATE IN 1 st FLOOR CEILING FROM CP I I LIVING ROOM I I 2" CC DID. ON 1st FLOOR CEILING FROW 2nd & 3rd FLOOR UNITS 1' CO DENSATE IN 1 st FLOOR CEILI G FROM CP 1 LIVING ROOM I I BEDROOM SPILL TO GRADE 7 UNIT TYPE 1184" P3.1.0 SCALE: 1 /4" = V-O" UNITS: 222,322 8 UNIT TYPE 11134" P3.1.0 SCALE: 1 /4" = V-0" UNITS: 116, 227, 328 SH-A I WC -A i� 3" \` � \ 2 I BATH I \ i I \ 2", - 1.1/4'V a LAVA --- ------------------ I S 31N 3"V e I I I SPILL TO GRADE BEDROOM 'pD PLOT DATE 06-05-07 © Copyright 2007 a r c ri l t e c t u r e, e In g toaerh in gesign+Ian d p 1 9525 ttb kong ed.. P.O. box 667 Hollcong, PA 18928-0667 215 794 1925 p 215 794 1926 f w w w O 0 0 0 0 a v 0 U 0 W 0 C7 A 0 a C7 A 0 aP� C7 A 0 H A U Q XI PW 0 A A A A A (n � V 0 0 0 0 o a 0 I:?N M O O O O �'' 0 .� N N M IO �0000000 FRED MUSCATELLO PE #62451 S� r N projed rw diawn 0722 R. LAWS June 5, 2007 F.- TJC / ABJ / DCJ AS NOTED TJCI W. n0. P3o I o0 L L rn +' c)) ], c c '3 roro 0 L Q) N c N O).c M 0 a) 3 00 +� L V) .c c 0 N +_ ro� L 0 U C oro L N 3c 0 N t_ o roE a ._ c 'o L 0 L 41 E N 0 3 0 ro N > C 41 ro C 0 -0 a) ro N E -a 0 C ro-a JN J 3 E W N Qr- U0 OL Q W ro �o 241 J c LL O N 0 "-0 c O 0 U >"o t= c a) ro am 0c CL. a) [ -C 4�E - ro'D N ro 41 U) L O o L N C L W +� C 30 a m0 c a) c_0 0 c U ro f0 N 'L roro E> L (0 me .c N 41 0 ` 'a 0 c U ro ro to � 0 410 m L- 0 N .c 0)0 N �; ro C U 0 O ro N N 0 N U c cts a� N N .c a � N N ro r N U) rn 4 c v) Q� N c 0) 0 r" N d' c r.0 In N N .E N � c E a) c L 0 a) m J a J ,N co U 0) 3 co Q 0.0� a)� U U Q a - W 2 0 UQ� J2 m Uj lL 0 a QQro L O U) Q 0 O U Q 00 O N W _m E� L Q Q 4- a) +; L^L + E CLL 'L C Q (0 U) � � 0 (n L � N � o ro E O N 0oa� 2.3 a 0 Q�U) U aQ 3 4 i 0 0 SPILL TO GRADE BED OM I SH-A I 2„ I 1 _ 2' COND. R ISER i BATH i 1-1 4 i I I 1 st FLOOR ONLY -- ' SPILL TO GRADE 3"W e J-1 r Ll 2" COND. ON i st FLOOR CEILING FROM 2nd & 3rd FLOOR UNITS C I" CONDENSATE IN ist FLOOR CEILIN rP KITCHEN LIVING ROOM S 3"W&V UNIT TYPE 1113-5" SCALE: 1 /4" = V-0' UNITS: 106, 206, 306 n- 3"W&V� - - - - - i Al ri SK-A WING ROOM KITCHEN RY I I 1 I ° COND. RIS I e 1 st F OOR CP C 3ry NLY 1 i 3'W� ° COND. ON t st OOR CEILING i H- \\� ROM 2nd & 3rd F OOR UNITS I 2' �� 1' C NDENSATE IN Is FLOOR I 2-yll ° BATH CEIL NG FROM CP I I\� it wCirJt LA 3" 5 UNIT TYPE "E" P3.2.0 SCALE: 1 /4' = V-0' UNITS: 121, 233, 334 3'W & V I SH-A I I LAV-A -- I i 2 \\\� i 3'V I , 2- i It� BATH 17 (N I / 4 wV I I II - I i 3'YIIe -�2=`V----- - 3" IWC-A pill COND. RISER P 1 st FLOOR K ONLY BEDROOM i I I I 1 I I I AIR ADMITTANCE LIVING ROOM VALVE II II II 2" COND. ON 1st FLOOR CEILING KITCHEN SK-A ®C FROM 2nd & 3rd FLOOR UNITS II 1' CONDENSATE IN 1st FLOOR CEILING FROM CP II 1 LL II S "&V 2 UNIT TYPE 1113-6" 1.2.0 SCALE: 1 /4- = 1'-0- UNITS: 126, 236, 339 s UNIT TYPE 'IF" 1.2.0 SCALE: 1 /4' = 1'.&' UNITS: 114, 226, 329 )4C-A I 1 I BATH 1 � ' LAV-A SPILL TO GRADE SH-A D Q 211 2° COND. ON 1 st FLOOR CEILING ---- -- FROM 2nd & 3rd FLOOR UNITS S CL. �\'� 1" CONDENSATE IN 1st FLOOR e 311W --- _ CEILING FROM CP PANTRY 3"V P i st FLOOR 1 ONLY KITCHEN 2° COND. RISER SPILL TO GRADE — — — — — — s 3"W & V - KNIT TYPE INCH SCALE: 1 /4" = V-0" UNITS: 103, 203, 303 ----------------- WC-A,' �N 1 �I LIVING ROOM I I I BATH w 1\ � \\ LAV-A/i II SH-A 3"V KITCHEN 3"W & V 2' COND. RISER CP 1 st FLOOR 1 ONLY 2" COND. ON I st FLOOR CEILING FRO 1" CONDENSATE IN 1st FLOOR CEILING FROM tCP SPILL TO GRADE O O o \, x - UNIT TYPE "D" SCALE: 1 /4" = 1'-&' UNITS: 105, 205, 305 2" COND. RISER 1 st FLOOR CP ONLY 1 SPILL TO GRADE r l ---� ---- CL. --- r7 UNIT TYPE ING" P3.2.0 SCALE: 1 /4" = V-0'- UNITS: 112, 224, 327 SPILL TO GRADE L SPILL TO GRADE "/4-AS7SH- LAVA2m COND. 0 1st FLOOR CEILI G I 21 1/4'V 2il\� FROM 2n & 3rd FLOOR UN TS /I �I BATH 1 1" COND SATE IN Is FL R I I CEILING FROM P 1\ 21NC-A / 2" COND. RISER 1 st FLOOR CP e 3"V 3"W ONLY 1 KITCHEN LIVING ROOM K-A 0 0 3'w&Ve I� UNIT TYPE "H" SCALE: 1 /4' = 1'.0' UNITS: 207,307 s"-A 1/ -- - - LAV-A _ I 2- 1.1/4V1 2-' 1 I BATH � I 1 \ 2 � V! J�IIC-A I CL ------ ------ 1 S V 3„W i 3°V - I I I I W.Q.C. BEDROOM � I I I - - 2" COND. ON Ist FLOOR CEILI FROM 2nd & 3rd FLOOR UNITS 1" CONDENSATE IN 1st FLOOR CEI ING FROM CP 1 I I 1 I I O 9 UNIT TYPE 111" P3.2.0 SCALE: 1 /4" = V-0" UNITS: 214, 314 3"W&V I I I I I SIC -A KITCHEN I I I I I 1 I I I I I 1 I I LIVING ROOM 1 I SPILL TO GRADE PLOT DATE 06-05-07 © Copyright 2007 a r c n l t e c t u r e, e n g f 1lteeerr p in ge s i g n+ I a n d p I e5n rAibc g 9d., P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f k w w w iJ v v 0 0 0 0 0 3 W 0o wla 3 wQ o w C7 3 w C7 3 P4 w C7 3 o O H z O Q r w P4 oFaa Q a Q Q �D �D �D �D D �D �D FRED MUSCATELLO PE #62451 N projm* nm dawn by 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI W. igir—im P3.2.0 L_ r c3 roro 0 L 4"D a)u C N al.c ro0 00 Zjr N N tN .c C +' 0 N +�•- L ro� L 0 0 c:U _,10 >, c oro L N 3a 0 ` .N 0 C ro � aE c� L .c N 0 U C 7 0 0 L •L aro N > N >.- .0 C ++ ro 0 `-- C 0 ro E -a 0 c c ro0 J 41 N J 3 W0 U 0 N Os Q� c ro Y� � •o Qc J C LL 0 aN 0 Q I- a U) c ,- 0 0 U >,'O t= C ro U) a)a° N c .c E ++ ro� � ro UI L to O .c 0 4-1 — C 73 r in 0 3 0. N L C C 0 C U ro�•L ai •L roro E_ L (u (D c rU) oL .00 C U roro O 0 .o ' U Ui ro 7 C 0 N �(D cE �-0 N O ro C U O N _0 0 N U C ro0 as L � Q N > N Lc 0r m in rn L3 rn� N O O r', U) � C 0).0 r•_ in N N_ N � � C ER c c�O ro .c:J .0 00 c ) ,-Qrn a0v m� U Q 0 .0 W C' 2� O UQ� �=ro Uj lJi 0 a �� a QQro L UUwo UJ V 0U Q 0 0 0 U)Y N F i- E L ao = C O �3:3 Q cn rn N � 0 N L .a CL � N 3 o ro E O 0O� O 0 .0 Q� W U aQ 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 -------CLOS------- TUB-A p® " I ` LAV-A BATH #2 „ ! rl \ WC',A I 2" I � i I CLOS. 3"V 3"W $ I BEDROOM #2 2" COND, ON 1 st FLOOR CEILING FROM 2nd & 3rd FLOOR UNITS 1" CONDENSATE IN 1st FLOOR CEILING FROM JCP� I SPILL TO GRADE J UNIT TYPE Hill SCALE: 1 /4" = V-O" UNITS: 217, 316 I I j I I I I I I I I I I I I j I I I I I I I I I I � I I I I I I I I i I LIVING ROOM I I S H-A KITCHEN I O O 3ry 2' COND. RISER CP 1 st FLOOR I - - i ONLY SK-A �C 3' I 3wW I W I I I I I i LIVING ROOM BEDROOM 2" COND. ON 1st FLOOR CEILING FROM 2nd & 3rd FLOOR UNITS 1" CONDENSATE IN 1st FLOOR CEILING FROM MCP PANTRY CLOSET --------------- -------------- I I I I I I I I I I I I I I I I I I KITCHEN I I I K-A � O - - WIN& V !I LAV II II / 2- / e 3'V I J \\ �----- BATH w S 3"W 3 C-A 5 UNIT TYPE ''N" P3.3.0 SCALE: 1 /4" = 1'-On UNITS: 221, 325 I \ / \ / `A \ / 2- \ ! BATH x / \ I I 1 r \ / \ I / + I M.BEDROOM I I I I I I I I CLOS. I I I I I I I I I I SPILL TO GRADE LIVING ROOM j I I Xl COND ON 1 st FLOOR CEILING FROM 2nd UNITS 1" CO DEN WE IN 1s FLOOR C ---ILING FRC IM CP 1 I I I I C I PANT Y I I I I l\ I KITCHEN I I I SK-A I O O SPILL TO GRADE i 2" COND. ON 1st FLOOR CEILING FROM 2nd & 3rd FLOOR UN 1" CONDENSA E IN 1st FL043R EILING FROM TCPLIVING ROOM BEDROOM I I e 3'1N I I e 3"V I I CLOS. ----------------- KITCHEN O Y O I0 CP t st FLOOR 1 ONLY i l 2" COND. RISER ' �j 2" j 1-1/4"V SK-A I I w BATH LAVA I JI, ix� I 2 UNIT TYPE "K" 1.3.0 SCALE: 1 /4' = V-O" UNITS: 216, 218, 317,319 2" COND. RISEI CP 1 st FLOOR , 1 ONLY----11 BEDROOM e 3'1N WC -A I iI \\ BATH 2 r LA1/IrA L - - - - - - ----- tN - --- SH-A Q 1�1 S-=---------- 3-W & V UNIT TYPE "O" 1.3.0 SCALE: 1 /4' = V-O' UNITS: 219,321 3'W WV V 3"W & V -Wc.1 L `\ 2" 1.1 /4'ry j \ i / BATH -__ . SH-A �I -------------- BEDROOM SPILL TO GRADE UNIT TYPE "L" SCALE: 1 /4" = V-On UNITS: 215, 315 KITCHEN 1 st FLOOR 1 ONLY 2" COND. RISER I I1XkIC DnnhA 2' COND. ON 1st FLOOR CEI 1 FROM 2nd & 3rd FLOOR UNI 1" CONDENSATE IN 1 st FLO CEILING FROM CP 1 UNIT TYPE "P" P3.3.0 SCALE: 1 /4" = i'-0" UNIT: 318 SPILL TO GRADE 8 UNIT TYPE "Q" 1.3.0 SCALE: 1 /4" = V-O" UNIT: 320 I I I I I I i I "W & I I SPILL TO GRADE UNIT TYPE Will SCALE: 1 /4' = V-O" UNITS: 220, 323 e 3W S"W 8 -- --� �� 3' 2" \ I BATH W�.-A [ �[ I-t/4-V -i i � ' I 4_'V I SH-A ----- I BEDROOM I EILING UNITS 1 TcP I I I SPILL TO GRADE PLOT DATE 06-05-07 © Copyright 2007 a r c n l L e c i u r e, e n g j R to a er 6 p In t e s i g n+ I a n d p 1 2525 WlEoRg $d., P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f W W W >s> w w w U U U 0 0 U 0 0 0 3 > WW a: O 3 w O W F w C7 IV) C�7 a w �7 CIO C�7 O w c7 v, C�7 U o H U A P4 O �D � � � � � � In (A V) UD � rn rn � rA�rAMMMU)CA cp 0 0 0 0 0 0 0 N N O n O o FRED MUSCATELLO PE #62451 �� cl Project rw drown by: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI • f10. P3o3oO L N 1, C C 3 0 L 'O a) N C Q) 0 O 0 +� L 0 a) N .0 C *' 0 L •— L 0 0 C �c 0 O L � 3N 0 C N N 0. E C ,o L a) r� E a) o a) c 0 0 M L 'C 0. M N > a) � C 4 O 0 C 0 T N E a 0 c � Q JN J 3 �E W 2 U O OL N Q 0 ns Y� �o 2� J C U_ O a N O Q +' c 0 0 0 CL N 0 c Q0 O W L C � QC) .E M a) IO N L N O O c� .0 N :t C 30 0_ O N a) C a) C � 0 c 0 C M (Q a) 'r— a) E' a) c L N 0 ` '0 0 C � a3 N N � 0 0 U w o -V) CE c� �q C 0 O U) N Ca N U CL L � '� a3 N L N� N N Q) .N C 2) L QLn a) T-- N 4 C r N �c 0 NE N � 'c O C0 (n L 0Lj ) ,o C d0 O 0 Q n. W 0 �QQ J = N Uj U_ O a QQ� L UOUo (n 0 U Q o 0 U)Y AD EIE -- L Q ao = c 0 J a) LL - E Q N N N 0 � N 0c O O o 23 0 Q�U) U n. Q 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 1 3/4' UNIT TYPE "A" SCALE: 1 /4' = 1'-0' UNITS: 107, 109, 209, 309 a in. � UNIT TYPE "B-1 " P3.4.0 SCALE: 1 /4- = 1'-0" UNITS: 111, 115, 118, 211, 223, 225, 229, 311, 324, 326, 331 UNIT TYPE "Am V 1.4.0 SCALE: 1 /4' = V-0' UNITS: 100, 101, 200, 201, 300, 301 UNIT TYPE 110-2" SCALE: 1 /4' = V-0" UNITS: 208,308 3/4" 1/2" 3/4' 1 /2' UNIT TYPE "A-2" SCALE: 1 /4" = 1'-O" UNITS: 110, 117, 127, 128, 212, 228, 238, 239, 312, 330, 340, 341 3/4" 1/2' 7 UNIT TYPE "B-3" 0.4.0 SCALE: 1/4" = i'-&' UNITS: 222, 322 3/4" UNIT TYPE "B" SCALE: 1 /4' = V-0' UNITS: 102, 104, 108, 119, 120, 122, 123, 124, 125, 202, 204, 210, 230, 231, 232, 234, 235, 237, 302, 304, 310, 332, 333, 335, 336, 337, 338 UNIT TYPE "B-4" SCALE: 1 /4" = V-0" UNITS: 116, 227,328 1/2" 3/4' BALL VALVES, TYPICAL AT EACH UNIT ENTRY IN CORRIDOR CEILING /4' PLOT DATE 06-05-07 © Copyright 2007 a r c n i t e c t u r e, e n g I in to eer d p n t e s i g n+ Ian d p 1 9525 lllo cAft $d., P.O. box 667 Holic onng, PA 18928-0667 215 794 1925 p 215 794 1926 f A W W W s5> w w w w w w 0 O 3 W O 3 W � O W 0 O t7 A cn O C7 Q cn Ott C7 A CA rp o H U Q Ln V) P4 O �1 Q ra a� a, P. w w w w w w w w �D �D �D �D �D �D �D �D UI cn V) (A 0 V) U) U] Ul U] cn U] 0 rA v? M O O O O O O O O N N N O OM 4 O FRED MUSCATELLO PE #62451 1 1 4 N Project na drown W. 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI r10. P3o4sO L L N � C c3 ca @ 0 L 4- U) C a) to C N 0 �3 00 +• L U) a) N L C *' 0 L •- a7 � L c 0 U c _v �c 0 m L N C 0 C a .E c L LE a) 0 L �4- a) m U C 0 O co L •` aM a)> +� a3 0 '-- C 0 U a) E 0 0 C C as 0 .L J N J 3 UE W O Q tr- U 0 L U)co +' Q a) Y 0 ix as 2 *' J C U O d in 0 Q U) c ,- 0 0 U t= c a) a) a cn 0 C L 0 aN () c L O �E a)ro (n L A 0 L a) 4-1 _ c� U) c 0 0- U) N � C c� 0 c U C m a) E- L M a) C L (n 41 0 ` - 0 C - a3 N 0 0 a3 � N N 3 C =o �M C U 0 N N N N 0 U cC a) tQ � ac s� z a �> a) L a) a3 W c N tl) C) +�• C 0) L Q � a) L M 0 T-- 0) � C O O �a) N E a) .p c E °) - oV aJ M 00U)r 0) 00 Q rn c d0a) OU) U L �W a 2H o UQ.fl Uj lJi 0 a QQ � L 0� 0- M O U Q 00 U)O Y N •c �E� Q Qo = c N J a) +_ �33 QU)cn �an) a) U) L .a a4-1 L a) 0 oa)E O , N+'•N 00� M rn 0 Q U) U aQ 3 4 i i q UNIT TYPE "B-5" SCALE: 1 /4' = V-O" UNITS: 106, 206, 306 10 LIVING ROOM s UNIT TYPE "E" 1.5.0 SCALE: 1 /4' = V-O' UNITS: 121, 233, 334 �I F] I I I I 1 0 0 K II KITCHEN I I I I I CI I I n I � I � I I I Ir I II I I BATH I 1 � I � � SH-A- I WC -A 1/2" 1/2n 3/4" 1/2n 3/4" 2 UNIT TYPE "B-6" P3.5.0 SCALE: 1 /4' = V-O' UNITS: 126, 236, 339 UNIT TYPE "C" SCALE: 1 /4" = V-O" UNITS: 103, 203, 303 IL___JI ICI 19 1 UNIT TYPE "D" SCALE: 1 /4" = V-0" UNITS: 105, 205, 305 BALL VALVES, TYPICAL AT EACH UNIT ENTRY IN CORRIDOR CEILING 3/4" ------------ 4-10 cL. --- - -� -- 1 LAV-A -1-, 1 /2' 7;4 1 /2. LIVING ROOM + /1/2" - I - - - - - - - - poll" SK- ����1��KITCHEN LIVING ROOM I 0, BATH I I WC A ��_ I I I 'BEDROOM i CL. PANTR I I _ BEDROOM I I I I I I I I wic. I I I I 11 /2� I C SH-A I BEDROOM - _ n I I I IZF I LAV-A 3/4. I I I I IN - CL. / Ali /2n I BATH WCTA DE° ❑ I\� I C S'•'-A I I j KITCHEN - LAV-A I LIVING ROOM n l I LIVING ROOM _ _ 1/2 1/2' - LA1 ViA �I \\ SK-A 1/2° KITCHEN I KITCHEN 1/2" ? 3% " I� 2" n I 3/4" SK-A I I I 1 r I L2" I I ; \�� BATH 3/4 SK-A li I JL----- - PANTRY weI I II r 01 /2" III. I ------ -A O - - - - s UNIT TYPE 'IF" 1.5.0 SCALE: 1 /4' = 1'-0- UNITS: 114, 226, 329 UNIT TYPE "G" P3.5.0 SCALE: 1 /4" = 1'-0" UNITS: 112, 224, 327 8 UNIT TYPE "H" 1.5.0 SCALE: 1 /4' = V-0' UNITS: 207, 307 UNIT TYPE 111" SCALE: 1 /4' = 1'-0' UNITS: 214,314 PLOT DATE 06-05-07 © Copyright 2007 a r c h 1 t e c t u r e, e n g 1 n teeer0 001 (§e s i g n+ I a n d p 195Z WboRg aid., P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f W W W > > > w w w U U U U F 00 Qi 0 w 3 p w 3 p w 3 pry U z U O 1--1 10 A A A�P� a A A �D �D �D �D �D uo cn rn rn o 0 0 0 0 0 0 0 N N Cr1 N �o N kf)O CD O O O O O O O O FRED MUSCATELLO PE #62451 'N� S N projed Im dlvwn br. 0722 R. LAWS dds June 5, 2007 . TJC / ABJ / DCJ soda AS NOTED apPlo-od ITJCI • 1w P3o5oO ro@ 0 L � N O N C N 0).0 � C ro 0 a) c ..a 0 0 +� C N N Z[ 0 ro� L C 0 U C _'D �[ oro r N 3[ O L •N O [ ro aE 'L Q) 4- E N 0 L �4-- N N U C O ac ro N � (D c M 0 "- C 0 >,'a ro T E 0 C C ro N JU)J 3 ( E w a) Q.t: U O o N L U <c c ro Y .a �o <Z J C U O d N O_ Y I- -0 (q c 4-- O 0 U C ro 0 L 0 � N E ro� � ro N L N O .c N 41_ c� L N +• C 0 fl_ -p N N N C N C -a 41 ro N 'L ro N > E— .c N 0 'a 0 C V roro N 0 0 :pU N N 3 C 0 N � N C N� N ui ro [ U 0 N ro N ro0 a- 0 Cc N a0 N ro c 0 N 41 C ro Q to IN � N Lh[ r11 N N 4U � E� c L 0 C -C J � QJ 00 r 0) Q >� co 0-0 0)� U N C Q O U w O 2� o UQ� J = ro fn LL 0 a �2a QQro L O,o co0� Q 0 0 U) In Ao I- E L Q CL = c N J a) IL + E a L g33 Q N N U) a)M L.-0 O.4� � N 3 o ro E o w 0 0 O. 0 QTN t= U aQ 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 1/2' 3/4'--" rr 1/2" I o TUB -A 1/2„ CLOS_------ I SH-A O O _ LAV.A I 1/1- _ II �L�A\/V \ / -I A D BATH #2 3/4" 1/2" KITCHEN ATH \WC.A SK-A CWC.A`,, I CLOS. ------------------- LIVING ROOM BEDROOM #2 M. BEDROOM I I I UNIT TYPE Hill SCALE. 1 /4" = V-0' UNITS: 217, 316 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i J� I LIVING ROOM BEDROOM ------------- PANTRY - CLOSET - - - - I I I I I I I I I I KITCHEN I I I I I I I I I I I I I I SK-A 1/2" I I - - - - 1l`(v0)JI) I I LAVA ' / I \I F-- I I I �\ 1 /2' / /12- BATH I I I o 1/2" s UNIT TYPE 'IN" 1.6.0 SCALE: 1 /4" = V-0' UNITS: 221, 325 I I I I 1/2" I I I I I I I I I CLOS. I I I I I I I I I I I I s UNIT TYPE "O" P3.6.0 SCALE: 1 /4' = V-0' UNITS: 219,321 LIVING ROOM I I BEDROOM I I I I i I I n n Oo KITCHEN I 1/2• I 1 3/4" i SK-A �\BATH � I I--'WC-A LAV-A \ / I /x� 0 I i I / � I 3/4" 1/2" - 1/2" 2 UNIT TYPE "K" 1.6.0 SCALE: 1 /4' = V-0" UNITS: 216, 218, 317, 319 1/2' -v- \ (UNIT TYPE I) SCALE: 1 /4" = V-0' UNITS: 215,315 1/2" L11 WC -A I - 1 ° o / I7BATH\\1/2'4/4" I I KITCHEN 1/2" / A SH-A -------------- ❑ BEDROOM _ _ J SK-A I I I I I I I I I I I I LIVING ROOM I I I UNIT TYPE "P" 1.6.0 SCALE: 1 /4" = V-0" UNIT: 318 BALL VALVES, TYPICAL AT EACH UNIT ENTRY IN CORRIDOR CEILING I � O O KITCHEN 1/2' rl P-SK-A -- -- -- i - I I El I I I I � I I I I I f I I ' I I LIVING ROOM I I I I 8 UNIT TYPE "Q" 1.6.0 SCALE: 1 /4" = V-0" UNIT: 320 I - I I I I I I I I I I I I I I I L - - LIVING ROOM I I I I I I I I I I 3/4' ,/ I �WC-A / I BATH I I I I I � 1 /2�� \� 314m � , I LAV-A - / SH-A ------------------- BEDROOM LAV-A BATH .' 1/2. /// 3/4" I\\ 1 I - - KITCHEN � - / - - SK-A 3/4'� , \ WC -A I i i -or- r-- - l� 1 X.- UNIT TYPE Will SCALE: 1/4' = 1'-O" UNITS: 220, 323 v - 3/4 IFL PLOT DATE 06-05-07 0 Copyright 2007 a r c n l t e c t u r e, e n g 1 I!A to a er ti 0 fi dj e s i g n+ I a n d p 1 9525 r koRg 9d., P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f O c n3 00 �C ), N a) N L c *' 0 L •— N 'o L c O 0 C U �c o .c 3a W W5 P4 w U w a. w 0 N O L. •N 0 c ta> a.. C L -c +- E a) 0 N N U C O O a3 L 'c a@ N L- a) C �+ m O '- C O >''o 03 N E 70 O C a3 0 W W J 3 cn E W5W W> � U p' Q� w w o V 0 U U L E� Q ® +. w w U Qc c O W a3 Y0 z Q L c 41 U Q J a c A O w a w w w w U c `0 U rAn c a) O 0 c 0 0 0 o O..O O OM O a) c a) O O O O E L — w w rx w w w w fO O O Q Q Q o 0 0 N N M � �D � FRED MUSCATELLO PE #62451 N td N L N � C i N sZ N N C O C U a3 N _ L a) L E— L ip project m drawn bp: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED TJCI • na P3m6mO a)r .c N 41 O L 0 O U N O CIDU Ah N N 3 C = O •N N C a) ai C E L N U C N cc +� L � U c a? 0.0) U .c a) � co t L- a) cis N c Q N 0) O r' U)4 C N � C N N E a� C E °' r:t� c L- o oU 0. J '� 00 U L 0) '-Q� d0 01U) U L O U W O UQ� J= 5 Uj U- IL O �2 a Q Q @ L OU o fn O U Q •O o Uj.N L Q a� = c N ILL d•C� Q N N au)) a) in L N 3 oa)E O U) N -5 00� .c •- a. O L t .c CL N U aQ 1 2 ii 4 5 KITCHEN FLOOR PLAN -SANITARY &VENT PIPING SCALE: 1 /4' = V-0' 3/4" 4" COLD WATER SERVICE i 1_7ilI 1 12— IN 2' GAS HEADER ABOVE FLOOR GAS PRESSURE REGULATING / REDUCER GAS SOLENOID SHUT-OFF VALVE VALVE 2 PSIG TP 7 WC 2 KITCHEN FLOOR PLAN - SERVICE PIPING P3.7.0 \ SCALE: 1 /4" = V-0' LAUNDRY FLOOR PLAN -SANITARY &VENT PIPING SCALE: 1 /4' = 11'-0' ■ v ■n � cnvcr � vn ------------------------------ ---- I I I I I I I I I I I I L----------------------------- 27 3"W. UP 2' ffWC-B LAV-A 2' D MENS`�` TOILET ``�;` C107 � r LAV-A 2' r' I WOMENS �� I TOILET \ 1 C106BC � I 2"V' I I I WC -A ; WC-B 2"V. UP 1-1/4"V 3•W. UP PARTIAL FIRST FLOOR PLAN 5 SANITARY & VENT PIPING P3.7.0 SCALE: 1 /4" = V-0" 1/2" H&CW TO BISTRO UNDER COU"R ------- 0 " I .,On T.P. I RA1 B /2" I 3/4" TPS--- - - Y \ 1 WC-1/2' \I 0 i MENS I I I TOILET C107 �I I I= 1/ "'�W UNDER �� I 3/4' H&CW = FLO R� TR/�R'� y �j I a I I I I I LAV-A � I I I 1/2" II I --- I I I WOMENS,' �� 1 1 I TOILET! C106 0 1 it 1 I 3/4" i 1 i' of I I 1 /2' LAV-BI 0 /4' HW, I I I 3 4" HWR I I WC -A 1/2" WC-B I II I RAP*.- ---- 11 ____ I r-r- O v v 0 --� PARTIAL FIRST FLOOR PLAN s SERVICE PIPING P3.7.0 \ SCALE: 1 /4" = V-0" 4'CW SERVICE 4' i " 1'----------------- I I �I 1 -------- I WATER HTR a ROOM r r1 v�n I C124Ao I G HWH I -7 I 3500# I A IRRIGATION cI ELEV. J 2" WATER METER I I M I I Ii ♦ TRAP I 1 i I WATER METER i I I I I I ELEV. I M I i G - IL-- —-------------------J .: I r I C125 I I I v I 1/2" I I I I L - 2-1 2"Cw UP i jj ___ - _ ELEC I 1 ------------- ---------------- 1 PANELS 1" H&CW I I C124 I RESIDENT LAUNDRY C126 COMMERCIALI 1/2" CW UNDER 3/4" H&CW FLOOR TO TRAP I LAUNDRY I C127 ♦TRAP 1 1 W/D17 W/D -- - --- ---- HB 74 ABSORBERS SHOCKTRAP PRIMER LF_0 _ _ _ _ �~ 1.1/2' IRRIGATION, LLnCAP UNDERGROUND LAUNDRY FLOOR PLAN - SERVICE PIPING �P3.7.0 SCALE: 1 /4' = 1'.0' KITCHEN EQUIPMENT SCHEDULE ITEM DESCRIPTION HW CW DRAIN IND.WASTE GAS/BTU REMARKS EVAPORATOR COIL, 2.1 COOLER EVAPORATOR COIL, 3.1 FREEZER 17 WORK TABLE W/ SINKS 1/2' 1/2" - (2)1-1/2- SINK, HAND, 18 WALL MOUNT 1/2" 1/2" 1-1/2" - - - COFFEE MAKER 19 INSULATED SERVER, - 1/2" - - - - AUTOMATIC 20 JUICE DISPENSER - 1/2" - - - - 21 FRYER, DEEP FAT, GAS - - - - 1/2" / 120 - RANGE, 22 RESTAURANT, GAS - - - - 3/4" / 191 - 23 TILT, SKILLET 1 /2' 1/2" - - 3/4" / 90 - OVEN, 24 CONVECTION, GAS - - - - 3/4" / 88 - 27 CHEF'S COUNTER 1/2' 1/2" - 1.1 /2" - - 7.1 HOT FOOD SECTION - - - 1" - - 30 ICE MAKER W/ BIN - 1/2" - 1/2", 3/4" - FRM. FILTER 31 SOILED DISH TABLE 1/2' 1/2" - - - - 32 DISPOSER, GARBAGE - 1/2' 2" - - - 33 DISHWASHER 3/4' - - 1-1/2" - - 35 HOOD CONDENSATE - - - - - - SINK, SCULLERY, 37 3 COMPARTMENTS 1 /2' 1 /2" 1.1 /2" - - - TABLE, BEVERAGE 41 ENCLOSED BASE 1 /2' 1/2" - 1-1/2" - 3" W&V SK-A o - --- - - --- ------ o a 3" O3' W&V 71 LAV-B TOILET 2" FD C204 EWC 7 3" W&V l WC-B 3'1 DN PARTIAL SECOND FLOOR PLAN SANITARY & VENT PIPING SCALE: 1 /4" = 1'-&' I -� T.P. - I LAV-B 11 /Z 1/2" CW UNDER TRAP I FLOOR TO TRAP EWC i/2• OILET 0 1 1 WC-B rnn. 1/2' PARTIAL SECOND FLOOR PLAN 8 SERVICE PIPING P3.7.0 \ SCALE: 1 /4" = 1'-&' I 3' W&V PARTIAL THIRD FLOOR PL SANITARY & VENT PIPING SCALE: 1 /4' = V-0" 10^1 0 O T.P. I TOILET I - - I LAV.B C304 1 /2 1/2" CW UNDER `C-L0. TRAP I I FLOOR TO TRAP C306 J 0 1 1 WC-B 1 PARTIAL THIRD ,o SERVICE PIPING P3.7.0 \ SCALE: 1 /4' = V-0' PLOT DATE 06-05-07 C' Copyright 2007 a r c n i t e c t u r e, e n g j R to eer 6 p fi aj a sign + I an d p 1 0525 pol&N Vd.. P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 794 1926 f k .W W W W 5 5 > rx WWW� U U O U O U OO w P; 0 w P4 o w 44 O F C7 Q C7 Ct)Q Q L7 Q F O Q w P4 o P. r, a, � � � � � � � 0 o 0 0 R 0 0 0 N M �c CD 'n O � O N N c�O cqO AG �O O O O FRED MUSCATELLO E #62451 N tl0) c O 0 N � �3 0 c U) o u) o c O L 0 0 c >+ c o m C U) 3c L N 0 c � 0 c� aE c-0 •L o*3 1­1L E a) 0 N � 0 c 0 41 0 cc n. c� m> N >' C +� m 0 4-- C 0 >'-0 N E ;3 -o O c c c� 0 JN J 7 ui W N Q� U 0 o U)z <c W t0 �o Q� 2 +' J c U_O a- 0) 0. �-0 �} c 0 0 0 c a� co o c a .N �c L lD N t0 � a) trs M L L o t c� N .r C �3 a m� c L c� c� 'C m E c N 0 L � O C U t0 �V]J T (0 A N_N 0 Cc 0 N N a > �a ~ � U 1 C tU � Q� u Z 1- o a w �> N N (Du) 0) c O Q� CD L > u) +. A - 0 4 c 1: t- N c Lo 0 N c E" * E' r-Nc c c> 0 0> N s_j9LOL A 00 °�° Q c !mil 0) � 0 I ' U Q 0. .- W J = A �j IJi 0 a <<m O� 0 fn0� Q 0 0 U) CA 0 Y N proJod nm III by 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ AS NOTED 1 TJCI I10. 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P.O. box 667 Hollcong, PA 18928-0667 215 794 1925 p 215 794 1926 f b w w w z z z O W W W U U 0 U 0 U 0 0 0 > 1:4 0 > P4 0 w W 0 w fW C w W 0 w fW 0 U O O cn cn W R' 0 a a a A A Q w w W W W CA cn U] c Ul m mr10 o 0 0 0 0 0 0 0 N N M N �c N O OM � O m O O O FRED MUSCATELLO PE #62451 a� N Project m drown by: 0722 R. LAWS June 5, 2007 . 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A11 11 n 2- Itx n L �i 3n 211 21. 11 2" 2' " , n 2" a" 3' 11 2' n 11 4"2FUI ' DFU) 11 5 DFU) 4 36 DFU " 6 DFU) 5 DFU) - DFU) S DFU) 5 DFU) 2 DFU) FU) 5 DFU) 1 5 DFU) 4 (6,DFU) FU) 5 DFU) 5 UI DFU) 4 18 DF DFU) 6- (204 DFU) A S S S S S S S S S S S S S S S S 55 56 64 65 66 67 68 69 73 72 71 74 70 75 76 4" VTR 4" VT 4' VTR 74'V'rR 4" VTR ROOF J;L JIL JIL J;L JIL B-r S 1 $3 �__,To S I 57 --------------------------- 1 i 1 ---� J II --i 1 L -r----------------------�- I L L ---- 1 r---r J L.1 ------------- j 1 ------ 1 1 ---� 1 I I -----------------------�- J L I ------------------------- I --------------------------- --------------------------- I ---------------------- 1 D I I I I A I f I 2"V r------ ----- f I 1 I 1 4 i-�4_'1�/__ I 1---- T--- I 1-114'_V __ 4 r-------- I I I 1 i 2"V I L_ r-----------� I 1 ! 1 I 1 1 AIR ADMITTANCE 1 1 I I I 1 1 I 1 I I I 1-1 4W 1_--- r---- T---- I I I' l a f 1 A i---- 1-1 4"V ( T--- -L---- r I a - 4'V i------- �1L--- �- f 1 a i -- 2"V r-----------� 1 I 4 1.1 4"V I------- L--- -L W/D 1 W/D i 3"VI " L li-1/4ry 1 3"VI i 311 `11.1/4W 1 1 i 1 i 3"V1 3" L 11-1/4W 1 1 i I I I I VALVE I I i 1 i I I 1 1 1 J 1 I 1.1 /4'Vr 3 i i 1 -- 13'V ` ,1 i 311V1 1.1 /4 V I i n I L1.i/4•V I i 3"v1 I ,1 L 11-1/4"V I 3"VI i 3" I L H-1/4"V I i 1 LAV-A 1 I LAV-A SK-A 1 SK-A LAV-A I I LAV-A SK-A 1 SK-A EWC I LAV-B I SK-A LAV-A 1 1 13'VI 3° 1 LAVA I 1 LAV-A I 1 LAV-A I 1 LAVA 3rd FLOOR 1 I I 1 I 1 I SH-A -A I I I 1 SH-A WC -A I I WC -A" SH I 1 I SH-A WC-B 2"FD I I WC -A SH-A I I I I I I I I I I I 1 I 1 SH-A WC -A i WC -AI 1 � TUB- I I I 1 I I I SH-A -A I I I WC -A TUB -A i L 211 2. ± 11 "WC 11 -, 211 11 ■ ■ ■ 2 ■i ■ L 2■ 11WC-A 211 211 ■ 1 ■ 211 r ,1 i 1 1 11 n , 211 ■ 1 ■ 2 2n 11 ; „WC 2. 2n 1 . n 2 2. ■ 1-2 311 311 I I 1 1 1 311 1 100 �_v I --r-- ----'7 1 I - 2'V AIR ADMITTANCE ■ i -114"V ---- --------- J I j 1 I ------- 1'�4-�V -- I 1-iL4•V- ---------- �--- 211�---- -------U 411V- -i W/D W/D - 111 nI S'VI 3 11.1/4V I r---________-I-_ 3 I �� rill VALVE 1 1 1.1/4'Vr 3 i 1 1 I 13W 2'V13"VI I1 i 3 ■ �1.1/4 VI 1In 3'V I L ,1 11-1/4 V I 3'VI 111 I 1 111 11.1/4'V 3'V i I 3 113'VI 11.1/4 V i LN LAV-A LAV-A 1.1/4"VI 3 SK-A SK-A EWC LAV-B SK-A LAV.A 1 I i I LAV-Ai I LAV-A I I LAV-A I LAV-A I I I 2nd FLOOR i i SH-A WC -A IIII CO WC -A SH-A 1 WC-B 2"FD WC -A SH-A i i I 1 i SH-A WC -A 1 WC -A TUB- 1 1 SH-A WC -A I WC -A TUB -A I I 11 L 2n 2■ n 1 I n n 2n 2■ J ■ " ■ 2n n n 2n r 2nV J $- 3n;---�---------I------T------T---------------; I 3" , 2' e 3■ I " n 2" n I I ■ ` 2- 2" n I " ■ 2' ■ I I I 11 11 I rJ rJ rJ 1 311 4 2"V i --r-----------, 14-ry -1- -J i I I 1 . I 1 . 11 L- 1 11 1 11 2"V --r-----------, , I L-, 1 1 1.1/4 V 2'VI 1.1/4 Vi 1.1/4 Vi I I 1 1 2 VI I 1 2 VI 1 T--- L� I L� 1 W/D W/D i 3WI 1 I 3"V1 3" 11.1/4'V I I LAVA 3n 1 1 3■VI BS I I I I I I LAV-A I i LAV-A I LAV-B I 3■ I I I I I I I 1 3WI 1 11 11-1/4'rV i 3WI I I LAV-A 3" 11.1/4"V I 1 LAV-A Y,-.s I st FLOOR I 1 I 1 CO SH-A WC -A CO COFIN CO CO CO CO CO rJ 1 I CO WC-B.' CO 1 I WC.A 12"FD CO 1 WC-B 1 1 i I � CO SH-A WC-p CO I 1 WC-p TUB -A 2' 11 ' . .I I 1 1 . L 2' 2" 11 " 2. 2' 012 2 " " 423 DFU) L2. 1 i n (10 DFU)' "y " 2 DFU) 15 DFU) �� DFU) DFU) 15 DFU) DFU) 4" DFU) DFU) 4' 47 DFU)6' 3" 4 DFU) 4 DFU) 15 DFU) 15 DFU) ■ A 2 1 DFU) C (231 DFU) 6" (204 DFU) S S S S S S S S S S S S S S 77 78 80 79 81 82 83 57 58 59 60 61 62 63 4' VTR 4" VTR 4" VTR 4' VTR 4" VTR ROOF JIL JIL IIL JIL JIL _--------) -----� �-------- i - �_J L 1------------------�J--------� 1 I I --�TO S FROM S 55 56 1 r------ ----------J 1 ------------------------- r--- I I I I 1 I J 1 1 J L-----1------------------------- 1 1 1 1 1 _____________________,___________________1 I i I 1 I I 1 1 i AIR ADMITTANCE j C I---_-211V _ f i ___- _iAmv -- 1 1 - 1 i I 9 I r-----------a , 1 AIR ADMITTANCE aC i -- 2W I_-2--- 1 1 1 I f i------- i-iL4"V- 1 t i------- 1-iL4_11V_ i -7A n I T n--- -1 1 I I 1 VALVE 1 I I I 1 I i I 3'VI 3 1 3■Vi 311 1 I I i 3" 1 VALVE 1 1 3"VI 3' i L, 1 n 1 n i 11.1/4"V 1 3 VI 3 I i I L, I 3"VI 3" 11.i/4"V I I 3"VI 3' 11-1/4"V I I I i I I 1 SK-A SK-A 1 SK-A SK-A 1 LAV-A 1 LAV-A SK-A + LAV-A 1 LAV-A 1 1 LAV-A LAV-A SK-A SK-A I 1 1 1 3rd FLOOR I SH-A I WC -A 1 SH-A WC -A M I I SH-A FWC-A i I SH-A WC- i � i WC -A TUBA 1 WC-p TUB -A n n 1 n2■ L, 1 n 2 1 n L - e n n 1 11 2n " 1 n 2■ 1 n 2n Ae " 2" u L L n ° �7 �7 3- 311 3' W 1 C I 311 1 I I I 1 I ■ 1 3" 1 x I 1,l ! AIR ADMITTANCE �. _____ rjf__I I ______14____ 1 2'V 1 11� AIR ADMITTANCE t __ i __ �__ 1 11 ty j 1 „ ------- L__f_ !_LPL+_ I " 1 1 1 3 VALVE 1 L71 I I I I L-I 1 13WI I 3'VI 3" 1 LA SK-A SK-A A SK-A 1 LAV-A I I LAV-A i 3" 3"V1 3' SK-A ' 11.1/4"V I 3 VI 3 I I I LAV-A i LAV.A I 3"Vi " 11-1/4"V I 3"VI 3' 11.1/4"V I i 1 I LAVA SK-A I 1 I LAV-A SK-A 1 1 1 2nd FLOOR I I:sH-A I WC -A I H-A WC -A M j I 1 I I I SH-A WC -A 1 I SH-A WC -A I i I 1 WC -A TUB -A I WC-p TUB -A //S�� 1 n L1 1 L" 111. 11 1 !. 11 . L 2" Z" 1. 11 211 n I 11 n fl. n 11 I 2 !. 2" 1 2" " I CO I 3■ W 3e 3' 1 1 y2ry 3" 1 I I I 1 1 3- 1 3" AIR ADMITTANCE 1 -------2"V__1 ____1_i14r °� __ I El I 1 _� 1.1/4"V AIR ADMITTANCE __ 2"V f---- I r-------------- LAVE I 1 3WI 3 I 3'V1 311 1 I I i t , 311 1 I 1 I VALVE 3"V1 3' L, 1 I I li-1/4"V I 3'VI 3 I I 1 L, I I L, 1 WVI 3" 11-1WV i 3"VI 3' 11.1/4"V I I i SK-A SK-A A 6K-A LAV-A 1 ; LAV-A i .i LAV-B SK-C SK-A LAV-A 1 LAV-A 1 1 LAV-A SK-A LAVA SK-A 1 1 1 1 1 st FLOOR CO CO CO CO i SH,A I WC-A1-1 COSH -A WC -A CO M WC.B i CO i CO SH-A WC -A CO i SH-A WC -A CO WC.p TUB -A CO CO 7 WC-p TUB -A CO CO CO 2' 11 L 2" 11 , �� A . L 2" n 11 211 11 /\. 2' 11 An g" 11 L L 4" (128 DFU) • 112 DFU) ,1 11 ' ' 1 5 DFU) (61 DFU) I ■ 11 121, (2 DFU) (6 DFU) (6 DFU) (6 DFU) DF 12 DFU) DF 5 DFU) 15 DFU) C �J . e " (i S DFU) " (15 DFU) 1 DF 1 DF (504 DFU) „ 6" (231 DFU) 11 6" (231 DFU) 4 (195 DFU) 121 DFU) (21 DFU) SANITARY WASTE & VENT RISER DIAGRAM ##2 1 P4.2.0 SCALE: NONE PLOT DATE 06-05-07 0 Copyright 2007 a r c n l t e c t u r e, e n g i rq to eer ri p m(§ e s i g n+ I a n d p 1 9525 f kcBg Vd., P.O. box 667 Holicong, PA 18928-0667 215 794 1925 p 215 7941926 f w w w s 5 Ws H E~ E~ O w w w U U U U E~ O O P4 O a O a C�7 O r0 WW Cal Ox r0 Gn L�7 �O U w Q coo a; O Gn 91 0 0 0 0 0 0 0 N N M N �o O O O ON 1 O O O O O O O L Y I projet no■ drown by: 0722 R. LAWS June 5, 2007 TJC / ABJ / DCJ sookc AS NOTED Opp owe . 1TJC1 aloe P4m2mO L �UY L N N c as c 0 �3 O c0 U) U) � c �. o N cis c 0 0 O U �0 -ro .c C O N t= N c� aE c L a) c L a) 0 U C O 0 I- r m ' nL W M c +, N 0 '-- c O a7 E -0 O c c f0 a) ..a JN J 7 U W a) Q `-- U O N .c Q� W @ Y� �o 0. 2� J c W 0 IL in 0 U)� c ,_ O O U � C cl N 0 c Qo 0 c L ++ a) N E ) (11 L Nfl 4-1 c 0 a V) a) QS c N ca 0 c U N N m �L N � (D L t vs 0 ` O c V cts N Uy 0 c0 �U 3 0 .N m� aU W U c N 0 m(D N 0 O U c aci to 0 aU t � 0� NN N Lus L i) 4� �3 Q� a) N c O O T-N 4N N E a) .0 c E °' Y c ^` 0 W m c U o (j c _c_jn 00U) 0) ,-Q rn c 110a) c� o L 0 W 0 =H O UQO J = N �j u- 0 a Imo- 2 a QQ@ L 0U)0 cn 0co C _U Q 0 0 U)Y N •E E- Q Q - = c0 LL a}'1 E Q tN w co U) N.0 a �a)7 oa)E O 00a) _c _c _c - a 0 U aQ I 2 3 4 5 i 1-1/4' CW 1-1/4" CW 1' HW 1" HW 1.1/4' CW 3/4' HWR 1-1/2" CW 1.1/2' CW 1.1/4" CW 1.1/2" CW 1-1/4' N&CW 3/4" HWR 1" N&CW ROOF 1" HW 1-1/4" HW 1-1/4' HW In HW 1-1/4" HW 3/411 300 301 303 302 305 304 306 307 IR 1 I 3/4■ 309 308 310 309 312 311 314 315 317 31 316 319 321 323 1-1 /2" a 2" 1/2' 3 = W/D W/D 3rd FLOOR O - - -- _- _ -_- _ _ - - - - - - - - `,*;wv4 ;�4 200 01 203 205 2 207 R 01 00. #-4 1 I 3/4■ 209 208 210 209 212 211 214 215 216 217 217 218 219 220 1-1/2" CW a I I 1/2' 1-1/4' HW 1" H&CW 1.1/4" CW = 3 2.1/2" CW I 1.1/2" HW 2.1/2' CW 1.1/2" HW In H&CW 3/4' H&CW 1/2" H&CW 2.1/2" CW 1-1/4' HW 2nd FLOOR 3/4" HWR 1" HW = W/D W/D 3/4" HWR 3/4" HWR 3/4" HWR 3/4' HWR - - --- --- --- --- --- --- - - - - - — _- - - - - -- -_ -_ 103 --- _ = _------ - 2„ I I 1-1/4' - -- - --_ _ 11„ 1 _ _-- _ --- 3/4„ I --- --- _ TFT 2-1/2- - - - _ o 1 - - - - - - - - - = --- - -_ _- --- --- - - - -- - -- 112 116 114 --- - - 100 101 102 105 104 106 107 3 4■ 109 107 108 109 110 111 ■ / WATER METER I 1-1/2' HW 1 I I 1 _-- 11 11 1 1 I 1 I I I " 1 1 1/2 I I 3/4" I 1 1 I I I 1 � 1 1 115 I 1/2' 1/2' COMM F 1-1 2" M / RP Q 1/2" = 1-1/2' 11 1 II I 1 Q 1/2" 1/2" 1/2" 1/2' 1/2' 1/2" 1/2' 1/2" 1/2" = 1/2" 1/2" 1/2" 1/2' II ' II II I 1/2' 1/2" 1/2' 1/2' 1/2' 1/2' 1/2'� 1/2'� BS I 1 2" / 'i 1/2' 1 1/2" 11 1/2" HB 4 2" WASHER W/D W/D HB I 3 MR s II � I = LAV-B SK-D 7 3 SK-D 32 I Hg O ` 33A 37 0 19 41 O © O OHB SK-A LAV-A LAV-B LAV-A -- I i - J J J HBj HB LAV-B SK-A 1 st FLOOR WC-B 30 WC-B WC.B WC -A WC-B 4" CW SERVICE IRRIGATION METER NOTE: ALL H&CW FEEDS TO LIVING UNITS ARE 3/4' 1.1/4' CW 1.1/4" CW 1" HW 1.1/2" CW 1-1/2" CW 1" HW 1.1/4" CW i" HW 3/4" HWR 1-1/4" HW 1.1/4' HW 3/4' HWR 1.1/2" CW 3/4" HWR ROOF i�� H&CW 1-1/4' HW 1„ H&CW - -- - - -1-4 - - - _ _ --- ---_ --- -- —W _ i 1 1 318 320 322 325 324 326 327 328 329 331 330 332 333 3/4" 330 332 11 1" H&CW 1.1 /2"rRP 11 1 I I I „ I.1/2" CW 3/4' HWR 4 1/2" 1/2' I 1/2 1-1/4" HW 2"� 332 33 332 332 332 332 L 3rd FLOOR LAV-B 1.1 /2" CW MR WC-B 1' H&CW 1.1/2� HW CW 1-1/4" #IW W/D W/D �— — -- 1' -- -- 'T 1 -LEj I 1 3 J 1 1 4" I� 222 221 223 225 224 227 226 229 228 230 231 / 233 232 II 11 11 235 23 237 236 239 238 I 1.1 /2" RP I I I I 1/2" 2-1/2" a 1/2" 1/2' 2-1/2" CW I 2-1/2" CW 1 LLMR 1.1 /4' HW LAV-B I 1.1 /4" HW W/D W� 2nd FLOOR 3/4" HWR ` WC-B 3/4"HWR Z -_ _ - _ _ _ -__ --- 1.1/4" HW --- --- -- --7118 110 119 120 1 3/4" 121 i22 123 124 125 126 127 128 1" H&CW 1-1/2" RP I I 1 1 I I 1-1 /4" CW 1' *Iw i� 1 /2" 1/2- a I 1/2 ' L L MR HB 1 st FLOOR HB W/D W/D SERVICE WATER PIPING DIAGRAM P4.3.0 SCALE: NONE RTU-4 RTU-3 RTU-1 RTU-2 ROOF _ _ 120 CF/H 200 CF/H 120 CF/H 120 CF/H HWH-A HWH-A r r 3rd FLOOR 1' 199 CF/H 1„ 199 CF/H HWH-A HWH-A GAS COCK PRESSURE REGULATING REDUCING VALVE, 2nd FLOOR _ _ 1 199 CF/H i 199 CF/H 2 PSIG TO 7" W.C. 2-1/2" 2' 1-1/2" 1.1 4" 1.1 4" AGA GAS HOSE UNION 1' DRYER 1' HWH-A 1" HWH-A 1-1/4" 2" " 1 /2 i�� HWH-A 191 CF/H 90 CF/H 120 CF/H 88 CF/H M 22 22 122 FIREPLACE EQUIP. 1 st FLOOR 30 CF/H 199 CF/H 350 CF/H 199 CF/H 199 CF/H GAS SOLENOID VALVE 2' HEADER GAS REGULATING REDUCING VALVE 2 PSIG TO 7" W.C. GAS RISER DIAGRAM r3 EQUIPMENT GAS PIPING DIAGRAM 2 P4.3.0 SCALE: NONE P4.3.0 SCALE: NONE PLOT DATE 06-05-07 0 Copyright 2007 a r c n I t e c t u r e, e n g I r4 to a er 0 Q 14 (§ e s i g n+ I a n d p 1 9525 noIkdhg Od., P.O. box 667 Holtcong, PA 18928-0667 215 794 1925 p 215 794 1926 f 1 3 3 3 W5w W5W W5w w w w U w x O w x O W o F 0 w VI c7 A 0 w u] C7 A Ln O 0 w U) L7 cn O 0 U O � A t� Q pa O cl) cn H 0 Ca A A w a w A Ca �D �D cn un Ln V) rn Gn U� t` I � r r- N o � O In 00 rn 'IT o ,-� (V N M M kn \o .--i O O c, O O O O [I— project no. 0722 R. LAWS June 5, 2007 • TJC / ABJ / DCJ AS NOTED TJCI sheet tw P4m3mO L L N ++ Q) � c N a) c N rn.c rn c m O 0 c O � L AN N N 41 C O N 70 (0 C 0 0 C m .0c N 3� 0 L •N 0 a .E 'c 'o L N O� L E N O 4- 0 0 fts a� 0 > �>1 L C O 0 w C 0 N .N E ILs o c c N 0 UN J 7 ui E W a) Q� U 0 Or (n4- Qc c N Yd � .o 2 J C Uo U) 20 Q +' i- -0 U) c 4- 0 0 U C N N O.m 0 c a .N a) c LO ++ E co �_ N N cn L O O c-2 U)4, c 3 0 a fn 0 � C N c� 0 c m `m L (Q Nc .c fn 0 ` -0 0 C U f0 N C C O 0 �U ui �o U) C c3o -0 a� m C 0 0 N T, N 0 � U y C m aU O N L a � O > N L m N 0 N N 0) +� C 0) Q N L Ln 0)0 Ir-N �o r-U) Lhc NE N � L C (D 41 0� m L J a 0- J ,N 00 (n L 00 TQCD c QUm 0-0 a� 0) co In U L 0W a UQ� J = fU (n IL 0 tl W�a QQ m UOU U) -0 Q00 Uj U) I- E Q Qo =ca�i J N U— E QNw U) N co a� � N 3 orvE O, N N's'm 00� +�L70 L 00- °) a 0 _ U aQ u