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HomeMy WebLinkAboutValley Oaks Cirv co 75 M co CD 0 CV LV a L) C 0 N 0 i2 CM 3 0 00 L.0 N C 0 v 0 L et 00 LO 04 z r U iY n DRAWING INDEX i Z a ARCHITECTURAL DRAWINGS ARCHITECTURAL DRAWINGS MECHANICAL DRAWINGS s L A1.01 Title Sheet, Drawing Index & Issue HistoryM t 1 A1.02 ArSCode Compliance, Matrix & Symbols 1 4 A1.03 __ Genera! NotesJuse at, _ 4 A1.04 Construction Assemblies A1.05 Construction Assemblies ® Al 06 Assembly & Penetration References A1.07 �Assembly & Penetration ReferencesIS AV mom %AV _.. _ A1.08 Assembly & Penetration References & Details h rhills, my A2.01 Architectural Site Plan STRUCTURAL DRAWINGS ir Alila n S, S3.00 General Notes - Foundation Architect FORUM ARCHITECTURE & INFERIOR DESIGN, INC. 745 Orienta Avenue. Suite 1121 I Altamonte Springs . Florida . 32701 P: 407.830.1400 j F: 407.830.4143 1 E: jchue@forumarchitecture.com Structural Engineer. MCLAREN ENGINEERING GROUP 5728 Major Boulevard, Suite 603 I Orlando . Florida . 32819 P: 407.354.5411 1 F: 407.354.5411 ! E: roleck@mgmclaren.com P.M.E. Engineer. SGM ENGINEERING, INC. 935 Lake Baldwin Lane I Orlando. Florida. 32814 M15.70 Typical Units - Mechanical Plans C u M15.90 Mechanical Schedules Details & Notes M15.91 Mechanical Schedules Details & Notes L ELECTRICAL DRAWINGS A z a E16.00 Electrical Site Plan E16.01 Photometric Site Plan F E16.02 Site Plan Luminaire Data Sheets u E1611 First Floor Electrical Plan - Building Type l 3 _ E16.12 _ First Floor Lighting Plan - Building Type I _ 2 3 s C E1613 First Floor Power and Systems Plan - Building Type ! 2 E1614 Second Floor Electrical Plan- Building Type I 3 E16.15 Third Floor Lighting Plan- Building Type 1 3 a r a E16.21 First Floor Electrical Plan - Building Type 11 3 E16.22 Second Floor Electrical Plan - Building Type 11 3 E16 23 Third Floor Electrical Plan - Building Type 11 3 S4,00 General Notes - Framing A3.05 Elevator Hoistway Section & Details 1 2 E16 31 First Floor Electrical Plan - Building Type III 3 s S4.01 Shear Wall Schedule & Details E16.32 Second Floor Electrical Plan - Building Type 111 3 a S4. 2 Framing Sections, Anchorage Schedule & Details A9.11 Door'Schedule Ie& Details' 3 E1633 Third Floor Electrical Ian - Building Type lli 3 sw S4.03 Framing Details & Roof Nailing A9.21 Window Schedule & Details 1 3 _ E16 70 Typical Units - Electrical Plans S4.11 Building Type I Partial Second Floor Framing & Roof Plans 1 PLUMBING DRAWINGS E16.71 Typical Units - Electrical Plans C r: S4.12 Building Type I Partial Second Floor Framing Plan c S4.13 Building Type !Partial Third Floor Framing Plan 1 3 P14.00 Plumbing Notes &Details 1 E16 90 Electrical Schedules Details & Notes _ 3_ c _- -- -- -_ _ _ _ -- _ __... _ _ S4.14 Building Type I Partial Third Floor Framing Plan ! 1 3 E%91 Electrical Details 3 v S4.15 Building Type !Partial Roof Framing Plan 1 3 P14,10A Partial Underground Plumbing Plan - Building Type ! E16.92 Electrical Schedules 3 v S4.16 Building Type I Partial Roof Framing Plan 1 3 P14.106 Partial Underground Plumbing Plan - Building Type I ...... __ _ .... _. S4.21 Building Type 11 Second Floor Framing Plans 1 3 P14.11 Partial First Floor Plumbing Plan - Building Type c L S4.22 Building Type II Third Floor Framing Plans 1 3 P14.12 Partin! First Floor Plumbing Plan -Building Type _ _ _ _ _ _ _ . S4.23 Building Type 11 Roof Framing Plans 1 3 P14.13 Partial Second Floor Plumbing Plan - Building Type I a S4.31 Building Type Ill Second Floor Framing Plan 1 3 P14.14 Partial Second Floor Plumbing Plan -Building Type I S4.32 Building Type Ill Third Floor Framing Plan 1 3 P14.15 Partial Third Floor Plumbing Plan - Building Type I _ . _ _ __.._ _.._ W.. . _ S4.33 Building Type Ill Roof Framing Plan 1 P14.16 Partial Third Floor Plumbing Plan - Building Type 1 v N L. ARCHITECTURAL DRAWINGS P14.20 Underground Plumbing Plan - Building Type II ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING ( ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 aitamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com at Zephyrhill ApartmentsSenior City of Zephyrhills, FL 1 i125109, Progress Set _ 12/09/09 60% Progress_ et_ 12/171/09 Bid Set 03/02/10 Permit Set SHEET REVISIONS: lu:ll7mi PROJECT NO. 09-2587 Title Sheet, Drawing Index& Issue ABBREVIATIONS LEGEND APARTMENTS OCCUPANCY AND MEANS OF EGRESS AUTHORITY HAVING JURISDICTION , APARTMENT BUILDING TYPE CONFIGURATION DIAGRAMS 1 N F f>r F 'oil AC AFF AHJ AHU ALT ALUM APT BALC BFF BLDG BLKG BM BR BRG BRZWY BTM CAB CALC CER CFM CFS CIP CJ CL CLG CLOS CLR CMU COL CONIC COND CONT CORR CID CPT CT CW D DIA DIM DN DIN DP DR DS DTL DW DWG EA ELEC ELEV ENG EOS EQ EQUIV EWC EXP EXT EXTG FACP FB FBC FID FE FF FIN FJS FLR FM FOM FP FPM FIR FRCP FRP FT FTG FND FOB FOS GA GALV GAR GC GLS GLZ GYPBD HC HB HDR HDW HORIZ HR HT HVAC IBC ID IN INST INSUL INT JB JST JT Air Conditioned(er) Above Finish Floor Authority Having Jurisdiction Air Handler Unit Alternate Aluminum Apartment Balcony Below Finish Floor Building Blocking Beam Bedroom Bearing Breezeway Bottom Cabinet Calculation Ceramic Cubic Feet Per Minute Clear Floor Space Cast In Place Control Joint Center Line Ceiling Closet Clear Concrete Masonry Unit Column Concrete Condenser / Condensate Continuous Corridor Cement Plaster Carpet Ceramic Tile Cold Water Dryer Diameter Dimension Down Dining Deep Door Down Spout Detail Dishwasher Drawing Each Electric (al) Elevation Engineer(ed) Edge of Slab Equal Equivalent Electric Water Cooler Expansion Exterior Existing Fire Alarm Control Panel Fire Blocking Florida Building Code Floor Drain Finish Elevation Finished Floor Finish(ed) Finger Jointed Studs Floor Field Measure Face of Masonry / Concrete Fire Protection Feet Per Minute Fire Rated Fiber Reinforced Cement Piaster Fiber Reinforced Panel Foot / Feet Footing Foundation Face of Beam Face of Stud Gauge Galvanized Garage General Contractor Glass Glazing Gypsum Board Hollow Core Hose Bibb Header Hardware Horizontal Hour Height Heating, Venting & AC International Building Code Interior Design Inch/Inches Installation Insulation (ed) Interior Junction Box Joist Joint KDAT Kiln Dried After Treatment CHAPTER 10 FBC GROUP: R-2 CITY OF ZEPHYRHILLS BUILDING DEPARTMENT KIT Kitchen 5335 8TH STREET LAM Laminate REQUIRED/ALLOWED PROVIDED ZEPHYRHILLS, FL 33542 LAV Lavatory EXITING REQUIREMENT: 2 2 LF Linear Feet TRAVEL DISTANCE: 200 L.F. 167 L.F. LIN Linen FROM 3rd FLOOR UNIT LR Livinc Room DOORS TO OUTSIDE OF BUILDING CODES LT Light BUILDING MAX Maximum APPLICABLE CODES: MECH Mechanical SEE SHEETS A8.01-A8.04 FOR STAIR INFORMATION & DIMENSIONS. 1. FLORIDA BUILDING CODE - BUILDING 2007 W/ APPLICABLE SUPPLEMENTS MEM Membrane 2. FLORIDA BUILDING CODE -MECHANICAL 2007 W/ APPLICABLE SUPPLEMENTS MEP Mechanical, Electrical, Plumbing APARTMENT ACCESSIBILITY 3. FLORIDA BUILDING CODE - PLUMBING 2007 W/ APPLICABLE SUPPLEMENTS MFR Manufacturer (ed) 4. NATIONAL ELECTRIC CODE 2008 EDITION MIN Minimum ALL UNITS AT GROUND FLOOR ARE DESIGNED TO CONFORM MIR Mirror TO THE FAIR HOUSING AMENDMENTS ACT OF 1988. ACCESSIBILITY: MISC Miscellaneous 1. FAIRHOUSING ACT DESIGN MANUAL MPH Miles Per Hour ALL BUILDING SHALL BE ACCESSIBLE TO PERSONS WITH 2, FLORIDA ADA (F.B.C.-B. CHAPTER 11 PART "A" WHERE APPLICABLE) MR Moisture Resistant DISABILITIES AS PROVIDED BY CHAPTER 11 OF FBC MTD Mounted LIFE SAFETY: MTL Metal ® COMMUNITY CENTER OCCUPANCY & MEANS OF EGRESS FLORIDA FIRE PREVENTION CODE 2007 EDITION. NUM/# Number NOM Nominal OCCUPANCY LOAD (PER 1004.1.2.F.B.C.) NRC Noise Reduction Class GROUP: A-3 CODE COMPLIANCE FOR BLDG TYPES 1, II, Ili NTS Not To Scale OC On Center ROOM NAME FLOOR AREA PER OCCUPANT OCCUPANTS OCCUPANCY TYPE R-2 (A-3 a. COMMUNITY CENTER) OCC Occupancy 1 Occupant CLUBROOM 1014 SQ.FT. / 15 SQ.FT. 68 PERSONS CONSTRUCTION TYPE TYPE V-A OFW Outside Face of Wall CAFE-MULITPURPOSE ROOM 886 SQ.FT. / 15 SQ.FT. 59 PERSONS BLDG TYPE I FIRE SPRINKLER SYSTEM NFPA 13 (PER FBC) OSB Oriented Strand Board VERANDA 1457 SQ.FT. / 15 SQ.FT. 97 PERSONS BLDG TYPES 11, III SPRINKLER SYSTEM NFPA 13R (PER FBC) PAN Pantry FITNESS ROOM 593 SQ.FT. / 50 SQ.FT, 12 PERSONS ACCESSIBILITY REQ. FAIR HOUSING ACT DESIGN MANUAL PKG package SALON 230 SQ.FT. / 100 SQ.FT. 3 PERSONS 1998 EDITION PLAM Plastic Laminate LAUNDRY 134 SQ.FT. 1100 SQ.FT. 2 PERSONS T AREA & HEIGH LIMITA ION FBC B TABLE 503 REQUIRED/ALLOWED PROPOSED PLB Plumb BUSINESS CENTER 121 SQ.FT. 1 Q.F . P R 4 1 ( - Is PLMG Plumbing LEASING OFFICE 883 SQ.FT. / 100 SQ.FT. 9 PERSONS PLF Pounds Per Linear Foot (INCLUDES: CONFERENCE ROOM, MANAGER'S OFFICE, & LEASING RECEPTION) BUILDING TYPE I PLYWD Plywood PRE -EN Pre-engineered TOTAL Q 2 E S NS a MEAN HEIGHT 50, ���35'-4" PSF Pounds Per Square Foot MAXIMUM NUMBER OF FLOORS 3 STORIES 3 STORIES PSI Pounds Per Square Inch ALLOWED PROVIDED MAXIMUM AREA 24,000 S.F. 22,065 S.F. P-T Post Tension TRAVEL DISTANCE (PER 1015.1) MAXIMUM AREA 12,000 S.F. PER FBC TABLE 503 PT Pressure Treated Wood WORST CASE FROM CLUBROOM 200 L.F. 89 L.F. (INCREASED 200% PER FBC 506.3). PTAC Package Terminal AC TO OUT OF BUILDING PTD Painted BUILDING TYPE II PVC Poly Vinyl Chloride ® COMMUNITY CENTER PLUMBING FIXTURE CALCULATION QT Quarry Tile PER TABLE 403.1 & 403.8 F.B.C.-P MEAN HEIGHT 50, 35'-4" 1 RAD Radius ��- RCP Reflected CeilingPlan TOTAL OCCUPANTS: 252 OCCUPANT MAXIMUM NUMBER OF FLOORS 3 STORIES 3 STORIES ASSUMING 50% WOMEN: 26 OCCUPANTS 50°I° MEN: 126 OCCUPANTS MAXIMUM AREA 18,543 S.F. 16,629 S.F. REF Reference 4 MAXIMUM AREA 12,000 S.F. PER FBC TABLE 503 REFRIG Refrigerator MENS ROOM (INCREASED PER FBC 506. SEE CALCULATION BELOW. REINF Reinforce(edling) FIXTURE REQUIRED PROVIDED READ Required WC (1 PER 125) 2 2 RM Room LAVATORIES (1 PER 200) 1 2 BUILDING TYPE III RO Rough Opening URINAL 1 1 IRS Rough Sawn MEAN HEIGHT 50' . 35�-61 RSC Roughs Sawn Cedar WOMENS ROOM MAXIMUM NUMBER OF FLOORS 3 STORIES 3 STORIES SAN Sanitary FIXTURE REQUIRED PROVIDED MAXIMUM AREA 17,794 S.F. 14,211 S.F. SC Solid Core WC (1 PER 65) 2 3 MAXIMUM AREA 12,000 S.F. PER FBC TABLE 503 SCH Schedule LAVATORIES (1 PER 200) 1 2 (INCREASED PER FBC 506. SEE CALCULATION BELOW. SEP Separation SF Square Feet AREA MODIFICATIONS SGD Sliding Glass Door JANITORY ROOM Areas increase allowed due to frontage (If) in accordance with the following FBC 506.2 calculation: SHT Sheet MOP SINK 1 1 If: Area Increase due to frontage per FBC 506.2 SHTG Sheathing If,-100 (F/P - 0.25) W/30 SIM Similar WATER COOLER 1 2 SOG Slab On Grade If Bldg Type it =100 (672'-11 3/8" / 846'-21/2" - .25) 30/30 SP Spring Point RESTROOM COMPLY WITH TABLE 403.8 F.B.C.-P FOR SWIMING POOLS NOT GREATER THAN If Bldg Type II = 55% SPEC Specifications 2,500 SQ.FT. If Bldg Type li=12,000 SF (55%) = 18,600 SF SPF Spruce -Pine -Fur SQ Square If Bldg Type III =100 (520'-21/8" / 709'-10" - .25) 30/30 SS Stainless Steel ®DRAWING SYMBOLS &LEGEND If Bldg Type III = 48% STC l Sound Transmission Class If Bldg Type III=12,000 SF (48%)=17,760 SF STD Standard CENTERLINE OF BUILDING/OBJECT STL Steel FIRE PROTECTION FBC B TABLE 601 & 602 REQUIRED/ALLOWED PROPOSED STO Storage ) NUMBERED DOOR SYMBOLS SW i 1 HR 0 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR 1 HR B1 77 Al B1 B1 Al B1 Al B1 Al Al Al Al Al B1* A1* B1* B1* Al* Al B1 Al Al Al Al Al * ROLL -IN SHOWERS AT THESE UNITS. SEE FOUNDATION PLANS FOR LOCATIONS & DETAILS. UNIT TYPES UNIT Al 1 BED / 1 BATH OCCUPANTS: 4 PERSONS TRAVEL DISTANCE: 39 L.F. WITHIN UNIT Al UNIT A2 1 BED / 1 BATH OCCUPANTS: 4 PERSONS TRAVEL DISTANCE: 42 L.F. WITHIN UNIT A2 ® UNIT MIX & AREA TABLE UNIT UNIT I A/C AREA N-A/C AREA TOTAL DESC. TYPE UNIT no UNIT B1 2 BED / 2 BATH OCCUPANTS: 6 PERSONS TRAVEL DISTANCE: 53 L.F. WITHIN UNIT B1 BUILDING TYPE 1 (40 UNIT) (21) Al 1 BED / 1 BATH (5) A21 BED / 1 BATH (12) 1312 BED / 2 BATH (2) B2 2 BED / 2 BATH BUILDING TYPE II (42 UNIT) (9) Al 1 BED 11 BATH (30) 1312 BED / 2 BATH (3) B2 2 BED 12 BATH BUILDING TYPE III (39 UNIT) (24) Al 1 BED / 1 BATH (15) B1 2 BED / 2 BATH UNIT B2 2 BED / 2 BATH OCCUPANTS: 6 PERSONS TRAVEL DISTANCE: 54 L.F WITHIN UNIT B2 n T NOTES 76 11 1 BED / 1 BATH Al 753 SF 65 SF 818 SF 1 5 1 BED / 1 BATH A2 756 SF 65 SF 821SF COMPLIES WITH UFAS 70 2 BED / 2 BATH B1 951 SF-T 57 SF 17771008 SF �5 2 BED 12 BATH B2 957 SF 57 SF 1014 SF COMPLIES WITH UFAS 2 1 BED 11 BATH Al 753 SF 65 SF 818 SF VISUAL / HEARING IMPAIRED UNIT 2 2 BED 12 BATH 131 951 SF 57 SF 1008 SF VISUAL 1 HEARING IMPAIRED UNIT TOTAL 160 NOTE 1: THIS INFORMATION SHALL NOT BE USED FOR CONDOMINIUM DOCUMENTS. NOTE 2: UNIT AREAS LISTED ARE FROM O.S. TO O.S. WALLS. (AREAS ARE APPX.) NOTE 3: REFER TO ARCHITECTURAL SITE PLAN FOR LOCATIONS OF UFAS AND VISUAL / HEARING IMPAIRED UNITS ® APARTMENT BUILDING AREAS BUILDING ID. TYPE I TYPE II TYPE III BLDG. #'S ON SITE PLAN I BLDG. #1 1 F BLDG. #3 BLDG. #2, 4 VC Vinyl Covered (BLDG TYPE I SHALL HAVE NFPA 13 SPRINKLER SYS.) VCT Vinyl Composite Tile I L AC NON AC 1 TOTAL AC NON AC I TOTAL F77Z I NON AC I TOTAL VIER Verify COMPLETE SECTION: FIRST FLOOR AREA 9,831 S.F. 2,894 S.F. 12,725 S.F. 12,726 S.F. 3,921 S.F. 16,647 S.F. 1 DETAIL NUMBER SHAFT ENCLOSURES (FBA B 707.4): VERT Vertical A5.o1 LOCATION AND DIRECTION OF CUT ELEVATORS &TRASH CHUTES 1 HR 1 HR SECOND FLOOR AREA 11,544 S.F. 2,892 S.F. 14,436 S.F.1112,726 S.F. 3,322 S.F. 16,048 S.F. VLT Vault 10,779 S.F. 13,444 S.F. 114,223 S.F. 10,779 S.F. 12,810 S.F. 113,589 S.F. VWC Vinyl Wall Covering SHEET ON WHICH DETAIL APPEARS I TOTAL PER BUILDING 11,544 S.F. 2,892 S.F. 14,436 S.F. 112,726 S.F. 3,322 S.F. 16,048 S.F. 10,779 S.F. 2,810 S.F. 13,589 S.F. W Washer E INTERIOR WALL & CEILING FINISHES 15 OF BUILDINGS 1 1 2 W/ W/D With Washer/Dryer Combination � A5.01 PARTIAL SECTION REQUIRED BY OCCUPANCY (FBC TABLE 803.5) COMMUNITY CENTER 1 7,021 S.F. 2,319 S.F. 9,340 S.F. tN/0 Without APARTMENTS R-2: TOTAL AREA OF BLDGS. 50,937 S.F. 48,743 S.F. 82,802 S.F. WC Water Closet -VERTICAL EXIT & EXIT PASSAGE WAY = C MIN. WD Wood -EXIT ACCESS = C MIN. WDW Window D4( 1 INTERIOR ELEVATION: -ROOMS & ENCLOSED SPACES = C MIN. WIC WH I Walk In Closet Water Heater A5.01 B DETAIL DIVISION C BLDG TYPE I COMMUNITY CENTER (A-3): FORUME 0 ARCHITECTURE & dc INTERIOR DESIGN_ INC._ ' PLANNING l ARCHITECTURE l INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 od fax: 407.830.4143 2 AA0002731 u www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL N 0 U 0 ;= gC'i Q m� ui m o 0 LL L W Q¢ I SET DISTRIBUTIONS: 11125109 _ Progress Sit _. 12/09(09 60%Progr s Set 12/17/09 Bid Set 03102110 Permit Set EDITED BY: PROJECT NO. 09-2587 Code Compliance Matrix and Symbols ASSEMBLY TAG: VV 1 DESIGNATION -VERTICAL EXIT & EXIT PASSAGE WAY = B MIN. -EXIT ACCESS = B MIN. -ROOMS & ENCLOSED SPACES = C MIN. -� T__ -- , A1.02 a cu a 0 0 N 0 0 0 N C�9 0) 0 0 a GYPSUM BOARD ®GENERAL NOTES 01. ALL INTERIOR NON -RATED WALL CONSTRUCTION TO HAVE 1/2" REGULAR GYPSUM BOARD, UNO 02. ALL INTERIOR FRAMED FIRE -RATED WALL CONSTRUCTION TO HAVE 5/8" FIRE -RATED GYPSUM BOARD, UNO 03. GYPSUM BOARD INSTALLATION SHALL BE IN CONFORMANCE WITH THE GYPSUM ASSOCIATIONS RECOMMENDED PRACTICES FOR THICKNESS, ATTACHMENT, TAPING, FINISHING AND STUD SPACING. 04, GYPSUM BOARD USED IN A FIRE RATED ASSEMBLY SHALL CONFORM EXACTLY TO THE REQUIREMENTS OF THE ASSEMBLY LISTED. 05. PROVIDE WATER RESISTANT TILE BACKER BOARD BEHIND ALL CERAMIC TILE IN TUBS AND SHOWERS. SEE DETAILS. WINDOWS & DOORS 1. ALL EXTERIOR WINDOWS AND DOORS SHALL BE SEALED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE STATE ENERGY CODE. 2. HINGES ON EXTERIOR OUT -SWINGING DOORS SHALL HAVE NON -REMOVABLE PINS AND NON -EXPOSED SCREWS. 3. GLASS AT EXTERIOR DOORS SHALL COMPLY WITH ANSI 297.1. 4. VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS SHALL COMPLY WITH THE ANSI 297.1. 5. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANELS. UNIT ENTRY DOORS SHALL HAVE AN ADDITIONAL PEEPHOLE @ 4'-10" AFF. 6. INDIVIDUAL GLAZED AREAS, INCLUDING GLASS MIRRORS, IN HAZARDOUS LOCATIONS AS DEFINED BY THE BUILDING CODE SHALL HAVE SAFETY GLAZING MATERIAL IN COMPLIANCE WITH THE BUILDING CODE. 7. HARDWARE: ALL EQUIPMENT AND HARDWARE, WHERE APPLICABLE, SHALL MEET ALL FEDERAL, STATE, AND LOCAL GUIDELINES FOR HANDICAP ACCESSIBILITY. FORCE REQUIRED TO OPERATE ALL EQUIPMENT SHALL BE NO GREATER THAN 5 LBS. ALL DOORS IN UNITS AND PUBLIC AREAS TO HAVE LEVER -ACTION HANDLES. 8. EMERGENCY ESCAPE AND RESCUE OPENING: EACH SLEEPING ROOM SHALL CONTAIN AT LEAST ONE OPENING WINDOW OR DOOR THAT MUST BE OPERABLE FROM INSIDE WITHOUT THE USE OF TOOLS. THE OPENING MUST BE ACCESSIBLE TO FIRE DEPARTMENT RESCUE APPARATUS OR BE WITHIN 20 FT. OF GRADE. MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES AND MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. MINIMUM NET CLEAR OPENING AREA SHALL BE 5.7 SQ. FT, AND MAXIMUM SILL HEIGHT SHALL BE 44 INCHES ABOVE FINISHED FLOOR. 9. ALL WINDOWS SHALL BEAR THE APPROVED LABEL WITH CORRECT PRESSURES LISTED, AND BEAR A WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENT OF AAMA/WOMA 101/I.S.2/NAFS, 10. ENERGY STAR RATING IS REQUIRED FOR ALL WINDOWS IN EACH UNIT. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO PROCEEDING WITH THE WORK. 2. DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION OF BUILDING COMPONENTS. DOCUMENTS WORK IN CONJUNCTION WITH SPECIFICATIONS REGARDING EXACT REQUIREMENTS OF PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND CLASSIFICATIONS. 3. ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS. DO NOT BASE SCOPE OF WORK ONLY ON A REVIEW OF THE SHEETS TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK. 4. DO NOT SCALE DRAWINGS. USE ONLY PRINTED DIMENSIONS. 5. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING TOPOGRAPHY AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE PROJECT. 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND PROGRAMS, AND FOR COORDINATING ALL PORTIONS OF THE WORK. 7. ADDRESSES: APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR THE BUILDINGS SO THAT THE NUMBERS OR ADDRESS IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE DETERMINED BY THE OWNER. 8. DIMENSIONS SHOWN ARE TO FACE OF CONCRETE MASONRY UNITS, FACE OF STUD, MASONRY OPENING, OR ROUGH OPENING AT STUD WALLS. 9. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND SUBMITTING PRODUCT APPROVAL SHEETS AND DATA TO THE BUILDING DEPARTMENT IN THE FORM THE BUILDING DEPARTMENT REQUIRES FOR ANY PRODUCT SELECTION THAT IS CHANGED BY THE OWNER AND/OR THE CONTRACTOR FROM THE PRODUCT ORIGINALLY SPECIFIED AND SUBMITTED BY THE ARCHITECT. THE CONTRACTOR MUST FIRST SUBMIT THE NEW PRODUCT DATA TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE SUBMITTING THE REQUIRED PRODUCT APPROVAL SHEETS AND DATA TO THE BUILDING DEPARTMENT. 10. ANY ERRORS, OMISSIONS OR INCONSISTENCIES DISCOVERED IN THE DOCUMENTS, OR ANY VARIATION OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR REQUIREMENTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. IF A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING. 11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING AN IDENTIFYING SYMBOL ON STRUCTURES CONSTRUCTED WITH A LIGHT -FRAME TRUSS COMPONENT IN A MANNER SUFFICIENT TO COMPLY WITH THE STATE OF FLORIDA FIRE MARSHAL'S OFFICE IN ACCORDANCE WITH FLORIDA STATUTE 633.027, PER THE REQUIREMENTS OF THE FLORIDA ADMINISTRATIVE CODE RULE 69A-60.0081, AND AS DETERMINED BY THE AUTHORITY HAVING JURISDICTION. CONTRACTOR TO VERIFY FINAL LOCATION WITH AHJ. FIRE EXTINGUISHER ■SITE WORK BLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EACH BUILDING AS REQUIRED AND SPECIFIED IN NFPA 10. ORTABLE FIRE EXTINGUISHER SHALL BE INSTALLED IN LOCATIONS INDICATED ON THE 4 D Ni GS OR AT A MINIMUM OF (1) FIRE EXTINGUISHER PER BREEZEWAY, CORRIDOR, OR OVERALL GENERAL BUILDING AREA. FIRE EXTINGUISHERS SHALL BE LOCATED (1) PER FLOOR, WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET TO THE EXTINGUISHER OR AS REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION. EACH EXTINGUISHER SHOULD HAVE A MINIMUM RATING OF 2A:10-B:C, UNO 2. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EACH INDIVIDUAL RESIDENTIAL DWELLING UNIT AS RECOMMENDED BY NFPA 10, ANNEX F AND INSTALLED AS INDICATED ON THE DRAWINGS OR AT A MINIMUM OF (1) FIRE EXTINGUISHER PER FLOOR LEVEL OF A LIVING UNIT WITH A MAXIMUM TRAVEL DISTANCE OF 40 FEET TO THE EXTINGUISHER OR AS REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION. EACH EXTINGUISHER SHOULD HAVE A MINIMUM RATING OF 2A:10-B:C, UNO PAINT 01, SEE INTERIOR FINISH SCHEDULE FOR PAINTING. REFER TO INTERIOR DESIGN DRAWINGS FOR PAINT SPEC. AND COLORS. 02. ALL EXTERIOR VENTS AND EQUIPMENT THAT ARE VISIBLE ON EXTERIOR OF BUILDING SHALL BE PAINTED A COLOR TO MATCH THE ADJACENT SURFACE, UNO 03, ALL COLOR TRANSITIONS SHALL BE ON THE INSIDE CORNERS, UNLESS OTHERWISE SPECIFIED IN COLOR ELEVATIONS. 04. CONTACT THE OWNER OR ARCHITECT IF THERE ARE ANY QUESTIONS PRIOR TO PAINTING 05. LOW VOC PAINT (LESS THAN 50 GRAMS PER GALLON) IN ALL UNITS & INTERIOR COMMON AREAS FLOOR COVERING 01. SEE INTERIOR FINISH SCHEDULE FOR FLOOR FINISHES. 02. ALL INTERIOR FLOOR FINISHES SHALL NOT BE LESS THAN CLASS 11 PER NFPA 253. 03. CARPET & RUG INSTITUTE GREEN LABEL CERITIFIED CARPET & PAD FOR ALL CARPETING PROVIDED. SHELVING 1. ALL SHELVING TO BE VINYL COATED WIRE SHELVING, UNO 2. PROVIDE 12" DEEP ADJUSTABLE SHELVING W/ HANGING BAR AT BEDROOM CLOSETS, (5)16" DEEP SHELVES IN PANTRY AND LINEN, AND (1)18" DEEP SHELF OVER WASHER AND DRYER, UNO CABINETS 01. BAT HROOM CABINETS. ALL VANITY CABINETS SHALL BE 21" DEEP WITH 22" TOPS, UNO 02. KITCHEN CABINETS TO BE 24" DEEP WITH 25" TOPS, UNO 03. G.C. TO FIELD VERIFY FINISH TO FINISH DIMENSIONS PRIOR TO FABRICATION OF CABINETS. 04. FINISH ALL EXPOSED CABINET ENDS, 01. SOIL BEARING VALUES. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR ACTUAL VALUE AS SPECIFIED BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR REVISED DESIGNS. 02. THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED ITEMS, BUT NOT LIMITED TO: SITE UTILITIES, SLEEVES, CONDUIT, PULL BOXES, STRUCTURAL BASES, FOOTINGS, ETC. DESCRIBED OR REQUIRED AS PART OF A COMPLETE SYSTEM ON CIVIL ENGINEERING, LANDSCAPE, SWIMMING POOL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL OR PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILITY COMPANIES TO DETERMINE WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY COMPANY. 03. REFER TO CIVIL ENGINEERS SITE PLAN AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISHED GRADES, FLOOR ELEVATIONS, UTILITIES, DRAINAGE, ETC. 04. REFER TO LANDSCAPE ARCHITECT AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES, ETC. 05. CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL NOT BE LESS THAN 6 INCHES, UNO i TERMITE PROTECTION 01. ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION PROTECTION AGAINST SUBTERRANEAN TERMITES APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE PRIMARY STRUCTURE SIDE WALLS AS REQUIRED BY THE APPLICABLE BUILDING CODE. 02. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL TERMITE PROTECTION AS REQUIRED BY ALL APPLICABLE CODES AND PER MANUFACTURER'S RECOMMENDATIONS. 03. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. 04. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS. ro 0 FORUMN 2 ARCHITECTURE & INTERIOR DESIGN, INC. m PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarch itectu re. cam Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL 0 W U 0 U o 0. 2 T C Q mN Is w� Q¢ (0 SET ISTRIBUTIONS: 11/25/09 Prpgre5s,Set 12109109 60%o_Progress Set j 12117109 Bid Set I 03/02/10 Permit Set Q SHEET REVISIONS: 09/14110 4 Fire Dept Comments EDITED BY: JT PROJECT NO. 09-2587 General Notes 11 T-- , r APPLIANCES 01. 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N 9'-1" 8-9' 7'-21/2' 6-91/2' 9-1 8-9 8'-51/2" 3'4" 8'-9" 9'-1" 9'-1" 8'-9" 3'-4" 8'-51/2" 1'-1 " 1'-1 " 1'-01 `-01-11'-11, 1-1 " 1'-7" 7'-2" 19`-11" 15--1 Ae 19'-11" 13'-4 3/4" 12'-10 1/2" 11'-9 3/4" 19'-11" 14'-5 1/4" 11 19'-11" 10'-2 3/4" I 14'-5 1/2" 13'-1 3/4" 192'-3 1/4" , Partial Foundation Plan - Building Type I 1 - - -,nh in 3 7n MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET S3.00 FOR GENERAL FOUNDATION NOTES B REFER TO SHEET S3.01 FOR FOOTING DETAILS C REFER TO CIVIL DRAWINGS FOR CONTINUATION OF CONCRETE SIDEWALK D COMMUNITY CENTER PORCHES TO RECEIVE PAVERS. GC TO COORDINATE SLAB DEPTH WTIH PAVERS. PAVERS TO RUN FLUSH TO EXTERIOR DOORS FOR ACCESSIBILITY KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 CONCRETE SLAB: 4" THICK MIN. W/ 6X6 W1.4 X W1.4 WWF ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER TERMITE TREATED, WELL COMPACTED SOIL 02 PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE INDICATED. REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE LOCATION W/ ACTUAL EQUIPMENT REQUIREMENTS 03 CONTROL JOINTS (C.J.): PROVIDE SAWED CONTROL JOINTS ON SLAB SURFACE AS INDICATED ON PLANS. SEE TYP. CONTROL JOINT/ CONSTRUCTION JOINT DTL. 3/S3.01 04 CORNER REINFORCEMENT: 2 - #4 STEEL BARS 4'-0" LONG @ 8" O.C. IN SLAB AS SHOWN (TYP.) 05 CONDENSER PAD: REFER TO S3.01 FOR SIZES. GC TO COORDINATE PAD LOCATIONS WITH SITE CONDITIONS. MAINTAIN THE FOLLOWING: -18" MIN. FROM BLANK WALL - 36" MIN. FROM FACE OF ELECTRICAL PANEL - 36" MIN. FROM WINDOW 06 RECESS 3" @ FOUNDATION SLAB FOR ROLL -IN SHOWER, SEE S3.01 FOR DETAIL 07 FLOOR DRAIN. IN RESTROOMS, SLOPE TO MEET CODE REQUIREMENTS. 08 CONTRACTOR TO VERIFY 1 1/2" RECESS IN SLAB AT LOCATIONS WITH PAVER BEING USED. FINISHED FLOOR AND TOP OF PAVER TO BE LEVEL ® LEGEND MAY NOT BE REFERENCED ON THIS SHEET ___________ EDGE OF FOOTING BELOW EDGE OF SLAB CJ - CONTROL JOINT NO STEP BEARING WALL = KEY PLAN - _ •���� McL2k!en T1=LNEERING rlle r{II :V11 GROUP FL CofA 47992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com 1111 6,0,80 tt: i' FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 11/25109 , _Progress Set - 12109109 60% Progress Set _ 12/17109 Bid Set 03/02/10 Permit Set Q SHEET REVISIONS: 08125/10 3 Misc. Coordination 3 EDITED BY: PROJECT NO. S3.12 09-2587 w H 0 U) Q 0 �n N CM 0 N O N 0 0 a 3 Q! ®SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET S3.00 FOR GENERAL FOUNDATION NOTES B REFER TO SHEET S3.01 FOR FOOTING DETAILS C REFER TO CIVIL DRAWINGS FOR CONTINUATION OF CONCRETE SIDEWALK D COMMUNITY CENTER PORCHES TO RECEIVE PAVERS. GC TO COORDINATE SLAB DEPTH WTIH PAVERS. PAVERS TO RUN FLUSH TO EXTERIOR DOORS FOR ACCESSIBILITY ® KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 CONCRETE SLAB: 4" THICK MIN. W/ 6X6 W1.4 X W1.4 WWF ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER TERMITE TREATED, WELL COMPACTED SOIL 02 PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE INDICATED, REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE LOCATION W/ ACTUAL EQUIPMENT REQUIREMENTS 03 CONTROL JOINTS (C.J.): PROVIDE SAWED CONTROL JOINTS ON SLAB SURFACE AS INDICATED ON PLANS. SEE TYP, CONTROL JOINT/ CONSTRUCTION JOINT DTL. 3/S3.01 04 CORNER REINFORCEMENT: 2 - #4 STEEL BARS 4'-0" LONG @ 8" O.C. IN SLAB AS SHOWN (TYP.) 05 CONDENSER PAD: REFER TO S3.01 FOR SIZES. GC TO COORDINATE PAD LOCATIONS WITH SITE CONDITIONS. MAINTAIN THE FOLLOWING: -18" MIN. FROM BLANK WALL - 36" MIN. FROM FACE OF ELECTRICAL PANEL - 36" MIN. FROM WINDOW 06 RECESS 3" @ FOUNDATION SLAB FOR ROLL -IN SHOWER. SEE S3.01 FOR DETAIL 07 FLOOR DRAIN, IN RESTROOMS, SLOPE TO MEET CODE REQUIREMENTS. 08 CONTRACTOR TO VERIFY 1 1/2" RECESS IN SLAB AT LOCATIONS WITH PAVER BEING USED. FINISHED FLOOR AND TOP OF PAVER TO BE LEVEL ® LEGEND MAY NOT BE REFERENCED ON THIS SHEET ----------- EDGE OF FOOTING BELOW EDGE OF SLAB ` 192'-8 1/8" CJ - CONTROL JOINT 11'-9 1/8" 12'-10 1/2" 13'-4 3/4" 19'-11" 7'-2" 15'-9 1/4" 7°-2" 19'-111, 11'-9 3/4" 12'-10 1/2" 26'-8 1/4" 12'-10 1/2" 11'-8 1/2" 8'-9" � NO STEP _ 1' 1" 3'-4'° It 8'-5 1/2" 3 8°-9" 9'-1"J 5'-11" It 9'-10 1/4" �'_1" 8'-9' 3'-4" 8'-h 1/2"le 8'-5 1/2" 3'-4" _J Li _0.2 BEARING WALL F-8 E.O.S. P. I F-8 F-1 -6 1/2" F-1 I F-8 F-8 l i F-8 s - E.O.S. LL n CL r F n. 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I I I C.J. �r I I - I I I _C.J. I C.J. I N I I �! I! F-3 1 `i1 I I c� i I! 0`-0" I I j I �I I of-oilI I N ---�— — I 11 �-! I I! I I I I I I N -'' TYP. ' i I! I wl I v --�--- - I I "' ! I I I v TYP. MI II I N' I v �I I ! I o, r -I I I u'. ! I w wl I I ! I v� I �C I 1I I r% a I 1 /8"=1'-0" m FORUME z 0 ARCHITECTURE & INTERIOR DESIGN, INC. y PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 u www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 11/25/09 Progress Set_ _ 12/09/09 60% Progress Set 12/17/09 Bid Set 03102/10 Permit Set Q SHEET REVISIONS: 08125110 3 Misc. Coordination EDITED BY: 1, I I I ,� ! I r --- / „� V I I I I! ! I I ! I I I 0' 1 /2"LJ,' I I ? PROJECT NO. 09 2587 MI T.O.SLA02P 3 I I III III I I I! I I 1 I o4 I II I I F-6J 1 ! ! •��®A z s I ! I ! 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TYP 1' 1" ' 4 8 -5 1 /2" 8'-9" 9'-1 " 6'-1 " 5'-11 " 12'-2 1 /2" 11'-9 1 /2" - C� 3'-4" 8'-5 1 /2" i 3'-4" 8'-5 1 /2" 4 " , ' �C E �% w 1 12'-101/2" 12'-11" 8'-8" 11'-4" 12'-101/2" 13'-31/2" i � 11'-9 1 /8" 12'-10 1 /2" 13'-4 3/4' 19'-11 " 19'-2 1 /2 14 -5 1 /2 ' 21'-11 1 /4 = — - -- U zz _ 192'-8 1 /8" _ Q _= Foundation Plan - uiidill T e 11 � ..�� j S3.21 1 /8 -1 0 Est ..� LL o U " �a �l a — R.F.dE 1 r-7--n� i u - .mom-,. offr- rn n a� U a. LO 0 0) M ri i� 0 N 0 N a) C O 0 d CM CV 9 CP N M F_ N 13'-3 1/2" 12'-10 1/2" le 11'-9 3/4" 0.1 7'-2" 19'-111, 11'-9 3/4" 12'-10 1/2" r 1 -18'-5 1/2" 3'-4'° 9,_1„ 1'-0" 8'-9" 1'-1" 3'-4" 8'-5 1/2" 1 -1 13'-3 1/2" 225'-5" 42'-4 1/4" 12'-10 112" 11'-9 3/4" 5'-11" 23'-1 3/4" 1 _18'-5 1/2" 3'-4" 8,_9„ L.1'-O" 9,_111 I 01-011 I I E.O.S. P. TYP. ® KEY NOTES i SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET MAY NOT BE REFERENCED ON THIS SHEET 06 RECESS 3" @ FOUNDATION SLAB FOR ROLL -IN A REFER TO SHEET S3.00 FOR GENERAL FOUNDATION SHOWER. SEE S3.01 FOR DETAIL NOTES 07 FLOOR DRAIN. IN RESTROOMS, SLOPE T 0 MEET B REFER TO SHEET S3.01 FOR FOOTING DETAILS CODE REQUIREMENTS. C REFER TO CIVIL DRAWINGS FOR CONTINUATION OF 08 CONTRACTOR TO VERIFY 1 1/2" RECESS IN SLAB AT CONCRETE SIDEWALK LOCATIONS WITH PAVER BEING USED. FINISHED FLOOR AND TOP OF PAVER TO BE LEVEL D COMMUNITY CENTER PORCHES TO RECEIVE PAVERS. GC TO COORDINATE SLAB DEPTH WTIH PAVERS. ®LEGEND PAVERS TO RUN FLUSH TO EXTERIOR DOORS FOR MAY NOT BE REFERENCED ON THIS SHEET ACCESSIBILITY ----------- EDGE OF FOOTING BELOW EDGE OF SLAB ® KEY NOTES CJ MAY NOT BE REFERENCED ON THIS SHEET CONTROL JOINT 01 CONCRETE SLAB: 4" THICK MIN. W/ 6X6 W1.4 X W1.4 WWF ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER NO STEP TERMITE TREATED, WELL COMPACTED SOIL BEARING WALL 02 PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE LOCATIONS ARE INDICATED. REFER TO FLOOR PLANS AND VERIFY SPECIFIC FIXTURE LOCATION W/ ACTUAL EQUIPMENT REQUIREMENTS 03 CONTROL JOINTS (C.J.): PROVIDE SAWED CONTROL JOINTS ON SLAB SURFACE AS INDICATED ON PLANS. SEE TYP. CONTROL JOINT/ CONSTRUCTION JOINT DTL. 3/S3.01 04 CORNER REINFORCEMENT: 2 - #4 STEEL BARS 4'-0" LONG @ 8" O.C. IN SLAB AS SHOWN (TYP.) 05 CONDENSER PAD: REFER TO S3.01 FOR SIZES. GC TO COORDINATE PAD LOCATIONS WITH SITE CONDITIONS. MAINTAIN THE FOLLOWING: -18" MIN. FROM BLANK WALL 05 - 36" MIN. FROM FACE OF ELECTRICAL PANEL - 36" MIN. FROM WINDOW 11'-9 3/4" 12'-10 1/2" 13'-3 1/2" 3 -6 3/4" 7 D ED 3'-4" 8'-51/2" F_8 I i F-1 _ F-8 I F-8 F-8 F-1 I I I F-8 I I o. ti --� rrw rn o O r -7 1 /2" i A8105 °' i ao '9 I�iF�3' r O 00 ® F-9u_ O ILF-9 oD _, 1 I O ao E.O,S. Qo I O 1 O IF-9u' 0 I r 1 1 1 r 1 , IL J _ I I I � J ,� i �'F-91 co! F-9� I_ I� II � I I I I F-1 I a "F-91zo _ F-1 F-1 0—_, oo� ! F-1 F-1 F-1 F-1 F-1 I ��� ! 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S LAS I c� I I I LL I �t - I 1 I I 1 I r -p' 1 /2" c� I 1 r? I �, I I �- 3 LL I I o4 I I I U_ I r I I N! I r ! 1! N ! 4 1/2" I I I l! -711 I i N = 1 I I I �- I' l o I! IL I I 11. L S P, 3 I I N I °° 1 1 �L 1 _- IL-------� I I - I I 04 I 1 ! 04 r N I I I F-3 a F_ — -- --- -� F-3 �,� F-3 � I N E.Q.S. I I I F_3 _ —, I ( F-3 I I L F-3 I I 14 1/2' �� L F-3 ! rLL F-1 F-1 r I 1 r I r 3 c I I r I F-1 I I' a a� �' r 3 °° °o Q_ 3 1 "' F-1 L 1 0- N F-1 °Q ! a- _ 1 a I ! I _ — I 3 I F-1 ! 1 ! I I ! I I I. I ! F1 I I F1 I ! -9� O �F-9 F-8 Q I O �F-9 �- �- F-9� O rnF-9 ®� e F- O �F-9 _, T; r F-9rn O *�F-9 �- F-9� O �F-9 L_ � - F-9� O rnF-9 L- J ,� ,�� ' O ,� �—' �_'IL `�� �. _ J U_ r i F-8 �eL �L� �. IL '—/�� LLB LL AIL ' I�� IL — AIL ' �� v7 —VT c--� I — v9- — v'T — If,fV v7' — T F-1 F-8 N I F-8 F-8 F-1 F 1 'I F-8 F-1 I I F-8 F-1 j 3 F-8 F-1 -7 1/211 N 3 -0'-2 0'-011 E.O.S, r I - 0'-01' E.O.S. E.O.S. P. TYP. E.O.S. P. TYP. 9`-1" I 8'-9" 8'-31/2" 11'-4" 3'-4" 8'-51/2" 81-101/2" 9°-1" I 6-2 1/2" 15'-2112" 8'-9" 9'-1'" 8'-�" 9'-1" i 8'-9" 9'-1" 6-9 1/2" 8'-31/2" „ 101/2" L ,_ 1'-01, „ 1'-0" „ 1'-0" ,, „ 1'-1" 1 -1 „ 1'_7„ �-1,_1„ 1 1 , ,� 1 1 ,_ ,_ ,_ ,_ „ „ , T-2" 19`-1 , ' 19'-7 1 /2" 12'-10 1 /2 13'-4 3/4" 21 -6 19 -11 1, 7'-3 1 /4" L 19 11 7 3 1 /4" 19 11' 15 1 19'-11 7 -2' 2'-11 3/4" 225'-5" ! s: 111111liq fi Rsffi 1 /8"=1 '-011 ♦�i =1naw McLa en 1=III=+��/ ENGINEERING rII=Mmftow* GROUP All_ 0%// FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com . NsEf ti 3 ro YFORUMN r 2 ARCHITECTURE & INTERIOR DESIGN, INC. •m PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 o 745 orienta avenue, suite 1121 4) altamonte springs, fl 32701 C phone: 407.830.1400 fax: 407.830.4143 AA0002731 u www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 11/25/.09 Progress.Set 12/09/09 60% Progress Set ' 12/17/09 Bid Set 03102/10 i Permit Set i i Q SHEET REVISIONS: 08125/10 3 Misc. Coordination 3 EDITED BY: 'ROJECT NO. 09-2587 Building Type III Foundation Plan z Q U S3.31 SHEET NOTES SW co 0) u P U U) a �r 0 M C) 04 N N 0) C O O Sw-1 B-1 T F =1 1 I I H-1 "H- _ H-1I _ H-1 I I I I I III I C? I I IU�ITIB11� ,iCn II1ra i IIII Iii ti I,___�1_._ st a -1 I I I I I I I I 111 W 1 — — — e..D—'D—D'_p—p 1 w 1 -D..�D.�_D—D__D =D_p UJI - - � �IIaA— D D D—D D—D D—D D_ YY t o f ° iD—� —' amm 0 A REFER TO SHEETS S4.02 FOR SHEAR WALL HOLD DOWN DETAILS. B REFER TO SHEET S4.00 FOR FRAMING GENERAL NOTES C SEE SHEET S4.02 FOR HEADER & BEAM SCHEDULE & SUPPORTS D UNIT NAMES REFLECT UNITS BELOW FRAMING MEMBERS 0 KEY NOTES 01 DRAFTSTOPPING, TYP., DRAFTSTOPPING SHALL COMPLY WITH FBC 717.3 AND FBC 717.4 REFER TO WALL SECTIONS FOR DETAILS 02 22061-HR FIRE RATED ATTIC ACCESS W/ LOCK. CONTRACTOR TO COORDINATE LOCATION 03 OFF RIDGE VENT W/ INSECT SCREEN AS LISTED TO MEET CODE 04 22"x36" SELF CLOSING DRAFT STOP ACCESS DOORS 05 PREFAB WD ROOF TRUSSES AT MAX 24" OC ROOF PITCH TO BE 5:12 UNO, W/ 16" OVERHANG LINO 06 20" DEEP PREFAB WD FLOOR TRUSS AT 24" OC TYP AT UNITS, LINO 07 17" DEEP PREFAB WD TRUSS AT 24" OC TYP AT BREEZEWAY 08 PREFAB WOOD BALCONY TRUSS WITH SLOPED TOP CHORD AT 24" OC 09 FLOOR TRUSS TO HAVE ADDITIONAL DIAGONAL BRACES DUE TO SHEAR WALLS 10 ALUM GUTTERS & DOWNSPOUTS, TYP. 11 SW-1 SHALL STOP V-0" BEFORE ELECTRICAL METER CENTER AND BEGIN V-0" AFTER METER CENTER. PROVIDE 2X6 WALL AT METER CENTER. CONTRACTOR TO COORDINATE LOCATIONS AND LENGTH OF METER CENTER WALL 12. (3)1X4 # `fUiS UNDERAH SIDE OF SEAM. ,,IN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH APLY. PROVIDE,CONTIN000SLYTO FOUNDATION. 13 STEP UP IN ROOF TRUSS; REFER TO RCP AND SECTIONS 14 ALL CORNERS MARKED (4 LOCATIONS): USE (2) 2X6 S.Y.P. #2 @ 16" O.C. (FASTEN PLIES WITH 10d @ 12" O.C. STAGGERED) FOR A DISTANCE OF 7'-0" ALONG EACH INTERSECTING WALL OR UNTIL WALL ENDS 15 ALIGN RIDGE WITH CORNER OF UNIT WALL 16 20" DEEP PREFAB WD FLR .TRUSS AT 16" OC 17 CRICKET: COVER CRICKET FRAMING WITH SELF -ADHERING MEMBRANE AND SHEET METAL. PROVIDE METAL VALLEY FLASHINGS, SEE DETAILS 18 ROOF FRAMING: CONVENTIONAL FRAMED JOISTS @ 16" O.C. ® LEGEND WALLS BELOW INT. LOAD BRIG. WALLS Sw_1 SHEAR WALLS, HOLD DOWNS = —D—D—D—D— CONT. DRAFTSTOPPING - HEADER OR BEAM - - PREFAB. WOOD TRUSS I`\\ --- — I RATED ATTIC ACCESS DOOR ® 4' TAMCO OFF -RIDGE VENT ® 6' TAMCO OFF -RIDGE VENT M COLUMN REF. PER S4.02 ® KEY PLAN en 1=11IIII McLiENGINEERING 111=f11 "`r'� GROUP �, a �,► FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www rngmclaren.co,`,`%1111,r, �' r :acENs� aFORUMN Y L 0 6 N ARCHITECTURE & dc INTERIOR DESIGN_ INC_ m PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 06 fax: 407.830.4143 AA0002731 u www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: ! 11/25109 Progress Set 12/09/09 60% Progress Set ' 12/17/09 Bid Set 03/02110 i Permit Set i Q SHEET REVISIONS: 01/25110 1 MISC. COORDINATION _ 08/25/10 3 MISC. COORDINATION 3 e: PROJECT NO. 09-2587 Building Type I Partial Second Floor Framing Plan ,u Type I�� ..».., 1/8"=1'-0"���11p►:- R.F. Ijt®'I aAU WHILA A LI i111., 1 i1AN III,, iI::LLh i.i IIF-THI.TT--._ a-- -I I- I I 1 1 S4.12 to 0) U U) LO v ai cu 0 0 N N N 0) c O z O B_1 VITi 4 I r S4.03 SHEET NOTES A REFER TO SHEETS S4.02 FOR SHEAR WALL HOLD DOWN DETAILS. B REFER TO SHEET S4.00 FOR FRAMING GENERAL NOTES C SEE SHEET S4.02 FOR HEADER & BEAM SCHEDULE & SUPPORTS D UNIT NAMES REFLECT UNITS BELOW FRAMING MEMBERS ® KEY NOTES 01 DRAFTSTOPPING, TYP., DRAFTSTOPPING SHALL COMPLY WITH FBC 717.3 AND FBC 717.4 REFER TO WALL SECTIONS FOR DETAILS 02 22x361-HR FIRE RATED ATTIC ACCESS W/ LOCK. CONTRACTOR TO COORDINATE LOCATION 03 OFF RIDGE VENT W/ INSECT SCREEN AS LISTED TO MEET CODE 04 22"06" SELF CLOSING DRAFT STOP ACCESS DOORS 05 PREFAB WD ROOF TRUSSES AT MAX 24" OC ROOF PITCH TO BE 5:12 UNO, W/ 16" OVERHANG UNO 06 20" DEEP PREFAB WD FLOOR TRUSS AT 24" OC TYP AT UNITS, UNO 07 17" DEEP PREFAB WD TRUSS AT 24" OC TYP AT BREEZEWAY 08 PREFAB WOOD BALCONY TRUSS WITH SLOPED TOP CHORD AT 24" OC 09 FLOOR TRUSS TO HAVE ADDITIONAL DIAGONAL BRACES DUE TO SHEAR WALLS 10 ALUM GUTTERS .& DOWNSPOUTS, TYP. 11 SW-1 SHALL STOP V-0" BEFORE ELECTRICAL METER CENTER AND BEGIN V-0" AFTER METER CENTER. PROVIDE 2X6 WALL AT METER CENTER. CONTRACTOR TO COORDINATE LOCATIONS AND LENGTH OF METER CENTER WALL 12, (3) 2X4'# 2 S.Y:F. STUDS UNDER EACH SIDE OF SEAM /�YPROVIDE `,SIN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH: Z . PROVCONTINUOUSLY TO FOUNDATION. PL _ - 13 STEP UP IN ROOF TRUSS; REFER TO RCP AND SECTIONS 14 ALL CORNERS MARKED (4 LOCATIONS): USE (2) 2X6 S.Y.P. #2 @ 16" O.C. (FASTEN PLIES WITH 10d @ 12" O.C. STAGGERED) FOR A DISTANCE OF 7'-0" ALONG EACH INTERSECTING WALL OR UNTIL WALL ENDS 15 ALIGN RIDGE WITH CORNER OF UNIT WALL 16 20" DEEP PREFAB WD FLR .TRUSS AT 16" OC 17 CRICKET: COVER CRICKET FRAMING WITH SELF -ADHERING MEMBRANE AND SHEET METAL. PROVIDE METAL VALLEY FLASHINGS, SEE DETAILS 18 ROOF FRAMING: CONVENTIONAL FRAMED JOISTS @ 16" O.C. 0 LEGEND _ WALLS BELOW INT. LOAD BRG. WALLS Sw_1 SHEAR WALLS, HOLD DOWNS = — D CONT, DRAFTSTOPPING HEADER OR BEAM - - PREFAB. WOOD TRUSS RATED ATTIC ACCESS DOOR ® 4' TAMCO OFF -RIDGE VENT © 6' TAMCO OFF -RIDGE VENT c-- COLUMN REF. PER S4.02 ® KEY PLAN ��AWAXA McLek!en NEERING r1l=lil'�� GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com FORUME ARCHITECTURE & INTERIOR DESIGN, INC. n PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 s fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 11/25109_ Progress Set 12/09/09 60% Progress Set /2/17109 Bid Set 03/02110 Permit Set Q SHEET REVISIONS: 01/25110 1 MISC. COORDINATION _ 08/25/10 3 MISC. COORDINATION 3 EDITED BY: U z PROJECT NO. 09-2587 Building Type I Partial Third Floor Framing Plan Z Q U a Partial Third Floor Framing Plan - 8uildin - - - -- - — I �, �4 i.�.�i '.I I--L-IFI.i liTlfi 1 /8"=1 V-0" S4m13 Sw-1 I I U U) Q N CU 0 0 N N N 0) C 0 0 rl z Q U It's Sw_1 i i i-� L_9 ,.l .. A.— H-11S -1.03 — —D—p D D D - - D I - w _ _ � w — —� tl m a- Co C -D T D D _ D - _ �,,^ D_D D D__ _.. I-Ar H-1 _ I .. -1 I I I I I I I ! I I I I l ! L I I I I I ! I I ! I I �H-1 S -3 N I ! I I L H-1 3 H-1 ! 09 LL L I— —�— TYP. 09 ,�---S1N-1 B-1 TYP. SHEET NOTES A REFER TO SHEETS S4.02 FOR SHEAR WALL HOLD DOWN DETAILS. B REFER TO SHEET S4.00 FOR FRAMING GENERAL NOTES C SEE SHEET S4.02 FOR HEADER & BEAM SCHEDULE & SUPPORTS D UNIT NAMES REFLECT UNITS BELOW FRAMING MEMBERS KEY NOTES 01 DRAFTSTOPPING, TYP., DRAFTSTOPPING SHALL COMPLY WITH FBC 717.3 AND FBC 717.4 REFER TO WALL SECTIONS FOR DETAILS 02 22x361-HR FIRE RATED ATTIC ACCESS W/ LOCK. CONTRACTOR TO COORDINATE LOCATION 03 OFF RIDGE VENT W/ INSECT SCREEN AS LISTED TO MEET CODE 04 2706" SELF CLOSING DRAFT STOP ACCESS DOORS 05 PREFAB WD ROOF TRUSSES AT MAX 24" OC ROOF PITCH TO BE 5:12 UNO, W/ 16" OVERHANG UNO 06 20" DEEP PREFAB WD FLOOR TRUSS AT 24" OC TYP AT UNITS, UNO 07 17" DEEP PREFAB WD TRUSS AT 24" OC TYP AT BREEZEWAY 08 PREFAB WOOD BALCONY TRUSS WITH SLOPED TOP CHORD AT 24" OC 09 FLOOR TRUSS TO HAVE ADDITIONAL DIAGONAL BRACES DUE TO SHEAR WALLS 10 ALUM GUTTERS & DOWNSPOUTS, TYP. 11 SW-1 SHALL STOP V-0" BEFORE ELECTRICAL METER CENTER AND BEGIN V-0" AFTER METER CENTER. PROVIDE 2X6 WALL AT METER CENTER. CONTRACTOR TO COORDINATE LOCATIONS AND LENGTH OF METER CENTER WALL 12 (3) 2X4 # 2\S.Y P. STUDS L1ND00EAC+i SIbE OF4SE fit. �,IN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH, LY,PROVI,DE.CONT1iN000SLYT.OFOUNDATION. 13 STEP UP IN ROOF TRUSS; REFER T 0 RCP AND SECTIONS 14 ALL CORNERS MARKED (4 LOCATIONS): USE (2) 2X6 S.Y.P. #2 @ 16" O.C. (FASTEN PLIES WITH 10d @ 12" O.C. STAGGERED) FOR A DISTANCE OF 7'-0" ALONG EACH INTERSECTING WALL OR UNTIL WALL ENDS 15 ALIGN RIDGE WITH CORNER OF UNIT WALL 16 20" DEEP PREFAB WD FLR .TRUSS AT 16" OC 17 CRICKET: COVER CRICKET FRAMING WITH SELF -ADHERING MEMBRANE AND SHEET METAL. PROVIDE METAL VALLEY FLASHINGS, SEE DETAILS 18 ROOF FRAMING: CONVENTIONAL FRAMED JOISTS @ 16" O.C. �j LEGEND WALLS BELOW INT. LOAD BRG. WALLS Sw_1 * SHEAR WALLS, HOLD DOWNS = —D—D—D—D— CONT. DRAFTSTOPPING HEADER OR BEAM - - PREFAB. WOOD TRUSS ><' i RATED ATTIC ACCESS DOOR ® 4' TAMCO OFF -RIDGE VENT ® 6' TAMCO OFF -RIDGE VENT c® COLUMN REF. PER S4.02 ® KEY PLAN LA I --po' AtATA 3'' M1 �IIIclll �� McLak!en NEERING III=111 "�� GROUP I— TYP. B-1 FL CofA#7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com 11111/ 3 YFORUME L 0 N ARCHITECTURE & INTERIOR DESIGN, INC. N PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 01 fax: 407.830.4143 AA0002731 u www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 11/25/09 Progress Set_ 12/09109 60% Progress Set 12117109 Bid Set 03/02/10 Permit Set Q SHEET REVISIONS: 01I25110 1 MISC, COORDINATION 08/25/10 3 MISC. COORDINATION3. EDITED BY: PROJECT NO. 09-2587 z rn Building Type Partial Third Floor W Z Framing Plan v W 01 � W * i 0 )e ����.......� S4.14I0ems' • ~ ���1!8"=1'-011 Ss R.F.O% / yS'S 4 0) 0 U) a 0 0 0 N N N C 0 O O lei z Q U Of WE ® BUILDING TYPE: I ATTIC SPACE: G 0 BUILDING TYPE: I ATTIC SPACE: H REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION Attic area (Including Soffit): 1305 SF Attic area (Including Soffit): 1412 SF NFA reqd (Attic Area 1150): 8.7 SF NFA reqd (Attic Area 1150): 9.4 SF Total reqd ventilation area in SI (Net Free Area X 144): 1252 SI Total reqd ventilation area in SI (Net Free Area X 144): 1354 SI Upper portion reqd (Total Reqd Vent Area X 50%): 626 SI Upper portion reqd (Total Reqd Vent Area X 50%): 677 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 626 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 677 SI PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER ( 2) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 276 SI ( 2) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 276 SI ( 2) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 420 SI ( 2) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 420 SI _ Total Provided: 696 SI Total Provided: 696 Sl PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board Soffit MFR: Hardie Model: Perforated Cement Board Soffit AREA AREA Area of Soffit: 112 LF Area ofsoffit: 85 "a" "B" NFA of soffit material per LF: 5 SI NFA f offitmaterial per LF: SI 01- CL Total NFA of soffit material used: 560 Sl Total NFA of soffit material used: 400 SI O r O 0 ADDITIONAL VENTILATION ADDITIONAL VENTILATION LL MFR: Master EAC Model:16'W" Rectangular Vent MFR: Master EAC Model: 16"x8" Rectangular Vent Number of vents to be used 2 Vents Number of vents to be used 5 Vents AREA O� AREAC NFA of additional soffit vents(ea): 65 SI NFA of additional soffit vents(ea): 65 SI Total NFA of additional soffit material used: 130 SI Total NFA of additional soffit material used: 325 SI "F" "Ell Total provided: 690 SI Total provided: 725 SI Partial Roof Framing Plan - Buildin Type M-W ":.1 �mz., I wa_., Draft Barrier Area Diagram Square Footages of Individual Areas Shown SHEET NOTES LMI A REFER TO SHEETS S4.02 FOR SHEAR WALL HOLD 31 DOWN DETAILS. W Z I B REFER TO SHEET S4.00 FOR FRAMING GENERAL = NOTES U Q I C SEE SHEET S4.02 FOR HEADER & BEAM SCHEDULE & 21 r__71 SUPPORTS AREA AREA D UNIT NAMES REFLECT UNITS BELOW FRAMING "C" "G" MEMBERS a O KEY NOTES 9 01 DRAFTSTOPPING, TYP., DRAFTSTOPPING SHALL AREA AREA COMPLY WITH FBC 717.3 AND FBC 717.4 REFER TO "D" "H" WALL SECTIONS FOR DETAILS 02 22061-HR FIRE RATED ATTIC ACCESS W/ LOCK. I CONTRACTOR TO COORDINATE LOCATION N.T.S I ID>L7QY 03 OFF RIDGE VENT W/ INSECT SCREEN AS LISTED TO MEET CODE 04 22"x36" SELF CLOSING DRAFT STOP ACCESS DOORS 05 PREFAB WD ROOF TRUSSES AT MAX 24" OC ROOF PITCH TO BE 5:12 UNO, W/ 16" OVERHANG UNO 06 20" DEEP PREFAB WD FLOOR TRUSS AT 24" OC TYP AT UNITS, LINO 07 17" DEEP PREFAB WD TRUSS AT 24" OC TYP AT BREEZEWAY 08 PREFAB WOOD BALCONY TRUSS WITH SLOPED TOP CHORD AT 24" OC 09 FLOOR TRUSS TO HAVE ADDITIONAL DIAGONAL BRACES DUE TO SHEAR WALLS 10 ALUM GUTTERS & DOWNSPOUTS, TYP. 11 SW-1 SHALL STOP V-0" BEFORE ELECTRICAL METER CENTER AND BEGIN V-0" AFTER METER CENTER. PROVIDE 2X6 WALL AT METER CENTER. CONTRACTOR TO COORDINATE LOCATIONS AND LENGTH OF METER CENTER WALL 12, "(3) 2X4 # 2 S.Y . ST,UDS UNDER'EA OH S�0E OF SEAM. IN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH LY, PROV,aDE,CONTINUO.USLY TO FOUNDATION. 13 STEP UP IN ROOF TRUSS; REFER TO RCP AND SECTIONS 14 ALL CORNERS MARKED (4 LOCATIONS): USE (2) 2X6 S.Y.P. #2 @ 16" O.C. (FASTEN PLIES WITH 10d @ 12" O.C. STAGGERED) FOR A DISTANCE OF 7'-0" ALONG EACH INTERSECTING WALL OR UNTIL WALL ENDS 15 ALIGN RIDGE WITH CORNER OF UNIT WALL 16 20" DEEP PREFAB WD FLR .TRUSS AT 16" OC 17 CRICKET: COVER CRICKET FRAMING WITH SELF -ADHERING MEMBRANE AND SHEET METAL. PROVIDE METAL VALLEY FLASHINGS, SEE DETAILS 18 ROOF FRAMING: CONVENTIONAL FRAMED JOISTS @ 16" O.C. ®LEGEND WALLS BELOW INT. LOAD BRG. WALLS ,�—SW-1—ter SHEAR WALLS, HOLD DOWNS = —D—D—D—D— CONT. DRAFTSTOPPING - HEADER OR BEAM - - PREFAB. WOOD TRUSS RATED ATTIC ACCESS DOOR ® 4' TAMCO OFF -RIDGE VENT 6' TAMCO OFF -RIDGE VENT Q COLUMN REF. PER S4.02 KEY PLAN _ _,t��, wren ENGINEERING r11=II['w GROUP sII= :ks► FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com A111I tll1 11. %% 1 1k : • t R. F. Intl � effli 14 2FORUME L 2 ARCHITECTURE & INTERIOR DESIGN, INC. c .y PLANNING I ARCHITECTURE I INTERIOR DESIGN c 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 06 fax: 407.830.4143 2 AA0002731 u www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 11125109 Progress Set 12/0.9109 60%progress Set 12117109 Bid Set 03/02110 Permit Set - Q SHEET REVISIONS: EDITED BY: PROJECT NO. Building Type I Partial Roof Framing Plan S4.15 09-2587 11■IIIt�Rlt11■ IIIIs11 BUILDING TYPE:I ATTIC SPACE: A0 BUILDING TYPE:I ATTIC SPACE: B ■ BUILDING TYPE: I ATTIC SPACE: C BUILDING TYPE: II ATTIC SPACE: D 0 BUILDING TYPE:I ATTIC SPACE: E REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION_ REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION Attic area (Including Soffit): 907 SF Attic area (Including Soffit): 873 SF Attic area (Including Soffit): 1080 SF Attic area (Including Soffit): 1388 SF Attic area (Including Soffit): 1048 SF NFA read (Attic Area / 150): 6 SF NFA read (Attic Area / 150): 5.9 SF NFA read (Attic Area / 150): 7.2 SF NFA read (Attic Area 1150): 9.3 SF NFA read (Attic Area / 150): 7.0 SF Total read ventilation area in SI (Net Free Area X 144): 864 SI Total read ventilation area in SI (Net Free Area X 144): 850 SI Total read ventilation area in SI (Net Free Area X 144): 1037 Si Total reqd ventilation area in SI (Net Free Area X 144): 1340 Si Total read ventilation area in S! (Net Free AreaoX 144): 1008 SI Upper portion read (Total Read Vent Area X 50%): 432 Sl Upper portion read (Total Read Vent Area X 50%): 425 SI Upper portion read (Total Read Vent Area X 50%): 519 SI Upper portion read (Total Read Vent Area X 50%): 670 SI Upper portion read (Total Read Vent Area X 50 /o). 504 SI Lower portion read (Total Read Vent Area - Upper Portion): 432 SI Lower portion read (Total Read Vent Area - Upper Portion): 425 SI Lower portion read (Total Read Vent Area - Upper Portion): 519 SI Lower portion read (Total Read Vent Area - Upper Portion): 670 SI Lower portion read (Total Read Vent Area - Upper Portion): 504 SI PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER (2) 4 Ft Tamco Off -Ridge Vents X 138 Sl/vent = 276 Sl (2) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 276 SI (1) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 138 SI ( 2) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 276 S! (i ) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 138 SI ( 1 ) 6 Ft Tamco Off -Ridge Vents X 210 Silvent = 210 SI ( 1) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 210 SI (2) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 420 SI ( 2) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 420 SI (2) 6 Ft Tamco Off Ridge Vents X 210 SI/vent = 420 S! Total Provided: 486 SI Total Provided: 486 Sl Total Provided: 558 SI Total Provided: 696 S! Total Provided: 558 SI PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER -MFR: Hardee Model: Perforated Cement Board Soffit MFR: Hardie Model: Perforated Cement Board Soffit MFR: Hardie Model: Perforated Cement Board Soffit MFR: Hardie Model: Perforated Cement Board Soffit MFR: Hardie Model: Perforated Cement Board Soffit Area of soffit: 66 LF Area of soffit: 41 LF Area of soffit: 48 LF Area of soffit: 48 LF Area of soffit: 39 LF NFA of soffit material per LF: 5 S! NFA of soffit material per LF: 5 SI NFA of soffit material per LF: 5 SI NFA of soffit material per LF: 5 SI NFA of soffit material per LF: 5 SI Total NFA of soffit material used: 330 SI Total NFA of soffit material used: 205 SI Total NFA of soffit material used: 240 Sl Total NFA of soffit material used: 240 SI Total NFA of soffit material used: 195 Si ADDITIONAL VENTILATION ADDITIONAL VENTILATION ADDITIONAL VENTILATION ADDITIONAL VENTILATION ADDITIONAL VENTILATION MFR: Master EAC Model:16"x8" Rectangular Vent MFR: Master EAC Model:16"W' Rectangular Vent MFR: Master EAC Model: 16"x8" Rectangular Vent MFR: Master EAC Model:16'W" Rectangular Vent MFR: Master EAC Model:16'W" Rectangular Vent Number of vents to be used 2 Vents Number of vents to be used 4 Vents Number of vents to be used 5 Vents Number of vents to be used 7 Vents Number of vents to be used 5 Vents NFA of additional soffit vents(ea): 65 Sl NFA of additional soffit vents(ea): 65 SI NFA of additional soffit vents(ea): 65 Sl NFA of additional soffit vents(ea): 65 SI NFA of additional soffit vents(ea): 65 SI Total NFA of additional soffit material used: 130 SI Total NFA of additional soffit material used: 260 SI Total NFA of additional soffit material used: 325 Sl Total NFA of additional soffit material used: 455 Sl Total NFA of additional soffit material used: 325 SI Total provided: 460 SI Total provided: 465 Si Total provided: 565 SI Total provided: 695 SI Total provided: 520 SI BUILDING TYPE.:I ATTIC SPACE: F REQUIRED NFA VENTILATION Attic area (including Soffit): 1318 SF NFA read (Attic Areal 150): 8.8 SF Total read ventilation area in SI Net Free Area X 144): 1268 SI Upper portion read (Total Read Vent Area X 50%): 634 S! Lower portion read (Total Read Vent Area - Upper Portion): 634 S! PROVIDED NFA VENTILATION - UPPER (2) 4 Ft Tamco Off -Ridge Vents X 138 Sl/vent = 276 SI (2) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 420 SI Total Provided: 696 SI CD I LO PROVIDED NFA VENTILATION - LOWER Nr N MFR: Hardie Model: Perforated Cement Board Soffit I Area of soffit: 87 LF W NFA of soffit material per LF: 5 S! ZJ Total NFA of soffit material used: 435 SI I ADDITIONAL VENTILATION UI MFR: Master EAC Model:16"x8" Rectangular Vent Number of vents to be used 4 Vents NFA of additional soffit vents(ea): 65 SI Total NFA of additional soffit material used: 260 SI 7EAAREA AREA AREA AREA AREA AREA Total provided: 695 SI "pIo D licit "pII D rip" Gl n�n Ilnu l7 a Q_ o 0 O O Q O AREA AREA AREA AREA AREA AREA 0 AREA IIEII "Ell I IIAII IIEII IIEII IIAII IIAII GABLE 1.1 �u r---r— v r I;inrnl _T7—I We 1. (]API C WAD= (,API P UHCLC Draft Barrier Area Diagram Square Footages of Individual Areas Shown r;API P Li n , f fedHI(I`lIT :I I;�11-1 l i,T T �. 7�_T _ IrT. _T_I. f_ �_1 _..I I I l�T�.—ice—.� N.T.S r 0 U) W z JIr 1 /8"=1'-0" SHEET NOTES A REFER TO SHEETS S4.02 FOR SHEAR WALL HOLD DOWN DETAILS, B REFER TO SHEET S4.00 FOR FRAMING GENERAL NOTES C SEE SHEET S4.02 FOR HEADER & BEAM SCHEDULE & SUPPORTS D UNIT NAMES REFLECT UNITS BELOW FRAMING MEMBERS ® KEY NOTES 01 DRAFTSTOPPING, TYP., DRAFTSTOPPING SHALL COMPLY WITH FBC 717.3 AND FBC 717.4 REFER TO WALL SECTIONS FOR DETAILS 02 22x361-HR FIRE RATED ATTIC ACCESS W/ LOCK. CONTRACTOR TO COORDINATE LOCATION 03 OFF RIDGE VENT W/ INSECT SCREEN AS LISTED TO MEET CODE 04 22"06" SELF CLOSING DRAFT STOP ACCESS DOORS 05 PREFAB WD ROOF TRUSSES AT MAX 24" OC ROOF PITCH TO BE 5:12 UNO, W/ 16" OVERHANG UNO 06 20" DEEP PREFAB WD FLOOR TRUSS AT 24" OC TYP AT UNITS, UNO 07 17" DEEP PREFAB WD TRUSS AT 24" OC TYP AT BREEZEWAY 08 PREFAB WOOD BALCONY TRUSS WITH SLOPED TOP CHORD AT 24" OC 09 FLOOR TRUSS TO HAVE ADDITIONAL DIAGONAL BRACES DUE TO SHEAR WALLS 10 ALUM GUTTERS & DOWNSPOUTS, TYP. 11 SW-1 SHALL STOP V-0" BEFORE ELECTRICAL METER CENTER AND BEGIN V-0" AFTER METER CENTER. PROVIDE 2X6 WALL AT METER CENTER. CONTRACTOR TO COORDINATE LOCATIONS AND LENGTH OF METER CENTER WALL 12, '(3) 2X4 # 2-S.YeP. S"fUDS UNDD�R EACI•i SiDEOF BEAM,., `.IN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH LY, PROVIDE„CONTINUOUSLY TO FOUNDATION. 13 STEP UP IN ROOF TRUSS; REFER TO RCP AND SECTIONS 14 ALL CORNERS MARKED (4 LOCATIONS): USE (2) 2X6 S.Y.P. #2 @ 16" O.C. (FASTEN PLIES WITH 10d @ 12" O.C. STAGGERED) FOR A DISTANCE OF T-0" ALONG EACH INTERSECTING WALL OR UNTIL WALL ENDS 15 ALIGN RIDGE WITH CORNER OF UNIT WALL 16 20" DEEP PREFAB WD FLR .TRUSS AT 16" OC 17 CRICKET: COVER CRICKET FRAMING WITH SELF -ADHERING MEMBRANE AND SHEET METAL. PROVIDE METAL VALLEY FLASHINGS, SEE DETAILS 18 ROOF FRAMING: CONVENTIONAL FRAMED JOISTS @ 16" O.C. LEGEND WALLS BELOW INT. LOAD BRG. WALLS SW-1* SHEAR WALLS, HOLD DOWNS = —D—D CONT. DRAFTSTOPPING - HEADER OR BEAM - - PREFAB. WOOD TRUSS r,z------ 11 RATED ATTIC ACCESS DOOR ® 4' TAMCO OFF -RIDGE VENT 6' TAMCO OFF -RIDGE VENT COLUMN REF. PER S4.02 ® KEY PLAN •'``' McL'k!en NEERING oll���lll GROUP FL CofA 47992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com ..will 11e1J•_ 3 m mFORUMN L 0 ARCHITECTURE & INTERIOR DESIGN, INC. y PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fi 32701 phone: 407.830.1400 fax:407.830.4143 AA0002731 www.forumarchitecture.com L Q N N C 0 U 7 0 a C e Meetinghouse at Ze phyrh i I Is Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 11/25/09 _Progress Set 121/09/09 60% Progress Set 12/17109 Bid Set 03/02/10 Permit Set Q SHEET REVISIONS: 01125/10 1 MISC. COORDINATION 08/25110 3 MISC. COORDINATION 3 EDITED BY: U ? PROJECT NO. 09-2587 z rn 0 Building Type 0 E Partial Roof W Z Framing Plan W ry rr F U 0. w U tY S4n16 �♦ 0 t Q T U Q 0 N M O cc 0 N 1 N N 0) c 0 °a 0 Sw-1 Partial Second Floor Framing Plan - Buildin Type I I 1 /8"=1 '-0" SW-1 SW 1 B-1 B-1 -- -- B-1 B-1 B-1 !-r TIJ/109P ��£ r 09P. 4 09[ULT I I I I TYP. I TYP. �. I I I g I � I I I I I ! I ! I I I { i { I = I I C I II I iI 2 TYP. = II II I! II = I I,, TY S4.0� SW-1 SW-1 I': ! I� W ��J StiJ 1 SW-1,�-- i' �' I i lu_�� I l : —i _i' 11! sw 1 N- -1 H1 H 1 " I yIW-' I I i J X SW-1 I !1 I ! 7 B-1 Sw-1 I I I I f II 1 { I aI 1- IH 1 _H 1 H 1 � <1 H f H_-1 I H 1H-1 k1L SW-1 3 S 1 SW-1 W-1r1 3 Sw-1 SW-1 7711 09 06 `— �` TYP. TYP. Sw-1 ® SHEET NOTES A REFER TO SHEETS S4.02 FOR SHEAR WALL HOLD DOWN DETAILS. B REFER TO SHEET S4.00 FOR FRAMING GENERAL NOTES C SEE SHEET S4.02 FOR HEADER & BEAM SCHEDULE & SUPPORTS D UNIT NAMES REFLECT UNITS BELOW FRAMING MEMBERS ® KEY NOTES 01 DRAFTSTOPPING, TYP., DRAFTSTOPPING SHALL COMPLY WITH FBC 717.3 AND FBC 717.4 REFER TO WALL SECTIONS FOR DETAILS 02 22061-HR FIRE RATED ATTIC ACCESS W/ LOCK. CONTRACTOR TO COORDINATE LOCATION 03 OFF RIDGE VENT W/ INSECT SCREEN AS LISTED TO MEET CODE 04 22"06" SELF CLOSING DRAFT STOP ACCESS DOORS 05 PREFAB WD ROOF TRUSSES AT MAX 24" OC ROOF PITCH TO BE 5:12 UNO, W/ 16" OVERHANG UNO 06 20" DEEP PREFAB WD FLOOR TRUSS AT 24" OC TYP AT UNITS, UNO 07 17" DEEP PREFAB WD TRUSS AT 24" OC TYP AT BREEZEWAY 08 PREFAB WOOD BALCONY TRUSS WITH SLOPED TOP CHORD AT 24" OC 09 FLOOR TRUSS TO HAVE ADDITIONAL DIAGONAL BRACES DUE TO SHEAR WALLS 10 ALUM GUTTERS & DOWNSPOUTS, TYP. 11 SW-1 SHALL STOP 1'4' BEFORE ELECTRICAL METER CENTER AND BEGIN 1'4' AFTER METER CENTER. PROVIDE 2X6 WALL AT METER CENTER. CONTRACTOR TO COORDINATE LOCATIONS AND LENGTH OF METER CENTER WALL 12 • "(3) 2X4 # 2 .Y:P. 8!bbS UNDER �4t1 SIDE OF BEAM,. ,.,IN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH LY, PROVIDE CONTINUOUSLY TO FOUNDATION. 13 STEP UP IN ROOF TRUSS; REFER TO RCP AND SECTIONS 14 ALL CORNERS MARKED (4 LOCATIONS): USE (2) 2X6 S.Y.P. #2 @ 16" O.C. (FASTEN PLIES WITH 10d @ 12" O.C. STAGGERED) FOR A DISTANCE OF T-0" ALONG EACH INTERSECTING WALL OR UNTIL WALL ENDS 15 ALIGN RIDGE WITH CORNER OF UNIT WALL 16 20" DEEP PREFAB WD FLR .TRUSS AT 16" OC 17 CRICKET: COVER CRICKET FRAMING WITH SELF -ADHERING MEMBRANE AND SHEET METAL. PROVIDE METAL VALLEY FLASHINGS, SEE DETAILS 18 ROOF FRAMING: CONVENTIONAL FRAMED JOISTS @ 16" O.C. ® LEGEND WALLS BELOW INT. LOAD BRG. WALLS _ Sw_1 SHEAR WALLS, HOLD DOWNS = — D CONT. DRAFTSTOPPING HEADER OR BEAM - - PREFAB. WOOD TRUSS ><�\ RATED ATTIC ACCESS DOOR 4' TAMCO OFF -RIDGE VENT — 6' TAMCO OFF -RIDGE VENT a COLUMN REF. PER S4.02 ® KEY PLAN McLek!en NEERING {11=111'�� GROUP —Vrr FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com �ftT F f •• C✓_ FORUMN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 11/25109 Progress Set 12/09/09 60% Progress Set 12/17109 Bid Set 03/02/10 Permit Set i 0 SHEET REVISIONS: EDITED BY: z PROJECT NO, Building Type II Second Floor Framing Plans 09-2587 Type II 1 /8"=1'-0" rl- - - - - .. i Ti ,gin— — I i __F__,--- Trr-,T„n I I I I I S4.21 SHEET NOTES co w I I 0 U) Q N M N M O M 0 N N N 0) c 0 N r_ 0 a SW-1 � I I ll.lp I I I I l_1, }-hi _ :1 i B-1 1IfiT_!_T__ i I 11 I! 2 B, ! I I ! W-1 I i V_1A W-1 2 SW-1 B-1---� SW-1 SW-1 ---� B-1 Partial Third Floor Framing Plan - Buildin B-1 �w_ ffz IJ U �a Type I I 1 /8"=1 '-0" B-1 i-1A _ _ _ F_ LU ;1 017 P TYP.- .. �. 1 7..-tom I I 1 I I I I fj I i I I I I 3 H 1 H 1 [H H-1 I' W- W-1 09 06 TYP. TYP. -1 1 /8"=1'--091 A REFER TO SHEETS S4.02 FOR SHEAR WALL HOLD DOWN DETAILS. B REFER TO SHEET S4.00 FOR FRAMING GENERAL NOTES C SEE SHEET S4.02 FOR HEADER & BEAM SCHEDULE & SUPPORTS D UNIT NAMES REFLECT UNITS BELOW FRAMING MEMBERS ® KEY NOTES 01 DRAFTSTOPPING, TYP., DRAFTSTOPPING SHALL COMPLY WITH FBC 717.3 AND FBC 717.4 REFER TO WALL SECTIONS FOR DETAILS 02 22061-HR FIRE RATED ATTIC ACCESS W/ LOCK. CONTRACTOR TO COORDINATE LOCATION 03 OFF RIDGE VENT W/ INSECT SCREEN AS LISTED TO MEET CODE 04 2706" SELF CLOSING DRAFT STOP ACCESS DOORS 05 PREFAB WD ROOF TRUSSES AT MAX 24" OC ROOF PITCH TO BE 5:12 UNO, W/ 16" OVERHANG LINO 06 20" DEEP PREFAB WD FLOOR TRUSS AT 24" OC TYP AT UNITS, UNO 07 17" DEEP PREFAB WD TRUSS AT 24" OC TYP AT BREEZEWAY 08 PREFAB WOOD BALCONY TRUSS WITH SLOPED TOP CHORD AT 24" OC 09 FLOOR TRUSS 10 HAVE ADDITIONAL DIAGONAL BRACES DUE TO SHEAR WALLS 10 ALUM GUTTERS & DOWNSPOUTS, TYP. 11 SW-1 SHALL STOP V-0" BEFORE ELECTRICAL METER CENTER AND BEGIN V-0" AFTER METER CENTER. PROVIDE 2X6 WALL AT METER CENTER. CONTRACTOR TO COORDINATE LOCATIONS AND LENGTH OF METER CENTER WALL 12 (3) 2X4 # 2.8.Y , P. STUDS UNDER 1. EACH SIDE 'OF SEAm,. IN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH ZYY, PROVIDE -CONTINUOUSLY TO FOUNDATION. 13 STEP UP IN ROOF TRUSS; REFER TO RCP AND SECTIONS 14 ALL CORNERS MARKED (4 LOCATIONS): USE (2) 2X6 S.Y.P. #2 @ 16" O.C. (FASTEN PLIES WITH 10d @ 12" O.C. STAGGERED) FOR A DISTANCE OF 7'-0" ALONG EACH INTERSECTING WALL OR UNTIL WALL ENDS 15 ALIGN RIDGE WITH CORNER OF UNIT WALL 16 20" DEEP PREFAB WD FLR .TRUSS AT 16" OC 17 CRICKET: COVER CRICKET FRAMING WITH SELF -ADHERING MEMBRANE AND SHEET METAL. PROVIDE METAL VALLEY FLASHINGS, SEE DETAILS 18 ROOF FRAMING: CONVENTIONAL FRAMED JOISTS 16" O.C. LEGEND WALLS BELOW INT. LOAD BRG. WALLS Sw_1� SHEAR WALLS, HOLD DOWNS = — D CONT. DRAFTSTOPPING HEADER OR BEAM - - PREFAB. WOOD TRUSS RATED ATTIC ACCESS DOOR ® 4' TAMCO OFF -RIDGE VENT ® 6' TAMCO OFF -RIDGE VENT COLUMN REF. PER S4.02 ® KEY PLAN III��AAAAJAMcLek!en 11i11 I=NNEERING �11cI1i1, GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com,,,11111//®!1 _ a% _ _ 141 r� � it 1►�, i ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments L City of Zephyrhills, FL 0 0 c 0 N j N N c 0 U 7 0 a a� 0 m c w� SET DISTRIBUTIONS: 11/25/09 __Progress Set 12/09109 60% Progress Set L 12/17/09 Bid Set 03/02/10 i I I I Permit Set i i Q SHEET REVISIONS: 01125/10 1 MISC. COORDINATION 08/25/10 i 3 MISC COORDINATION 3 _ i L I i I I I I i EDITED BY: 1 'ROJECT NO. 09-2587 Building Type II Third Floor Framing Plans S4.22 .1 11 1 1--iTT—T T.. _T.. T _. .F. 0166Kf t BUILDING TYPE- II ATTIC SPACE. A =BUILDING TYPE: 11 ATTIC SPACE. B E BUILDING TYPE: 11 ATTIC SPACE. C REQUIRED NFA VENTILATION Attic area (Including Soffit): 1110 SF NFA regd (Attic Area / 150): 7.4 SF Total reqd ventilation area in SI (Net Free Area X 144): 1066 SI Upper portion regd (Total Reqd Vent Area X 50%): 533 SI Lower portion regd (Total Reqd Vent Area - Upper Portion): 533 SI PROVIDED NFA VENTILATION - UPPER ( 1 ) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 138 S! ( 2) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 420 SI Total Provided: 558 SI PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board Soffit Area of soffit: 75 LF NFA of soffit material per LF: 5 SI Total NFA of soffit material used: 375 S! ADDITIONAL VENTILATION MFR: Master EAC Model: 16"x8" Rectangular Vent Number of vents to be used 3 Vents NFA of additional soffit vents(ea): 65 SI Total NFA of additional soffit material used: 195 SI Total provided: 570 Si REQUIRED NFA VENTILATION Attic area (Including Soffit): 1656 SF NFA reqd (Attic Area / 150): 11 SF Total reqd ventilation area in Si (Net Free Area X 144): 1584 SI Upper portion reqd (Total Reqd Vent Area X 50%): 792 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 792 Sl PROVIDED NFA VENTILATION -UPPER ( 0) 4 Ft Tamco Off -Ridge Vents X 138 Sl/vent = 0 SI 4) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 840 S! Total Provided: 840 SI PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board Soffit Area of soffit: 100 LF NFA of soffit material per LF: 5 SI Total NFA of soffit material used: 500 SI ADDITIONAL VENTILATION MFR: Pilaster EAC Model:16"x8" Rectangular Vent Number of vents to be used 5 Vents NFA of additional soffit vents(ea): 65 SI Total NFA of additional soffit material used: 325 SI Total provided: 825 SI REQUIRED NFA VENTILATION Attic area (Including Soffit): 1080 SF NFA reqd (Attic Area / 150): 7.2 SF Total regd ventilation area in SI (Net Free Area X 144): 1037 SI Upper portion reqd (Total Reqd Vent Area X 50%): 519 SI Lower portion regd (Total Reqd Vent Area - Upper Portion): 519 SI PROVIDED NFA VENTILATION - UPPER (1 ) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 138 S! (2) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 420 SI Total Provided: 558 SI PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board Soffit Area of soffit: 48 LF NFA of soffit material per LF: 5 SI Total NFA of soffit material used: 240 SI ADDITIONAL VENTILATION MFR: Master EAC Model:16"x8" Rectangular Vent Number of vents to be used 5 Vents NFA of additional soffit vents(ea): 65 SI Total NFA of additional soffit material used: 325 SI Total provided: 565 SI ® BUILDING TYPE: 11 ATTIC SPACE: D 0 BUILDING TYPE: 11 ATTIC SPACE: E ® BUILDING TYPE: II ATTIC SPACE: F REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION Attic area (Including Soffit): 1388 SF Attic area (Including Soffit): 869 SF Attic area (Including Soffit): 1147 SF NFA reqd (Attic Area / 150): 9.3 SF NFA reqd (Attic Area / 150): 5.79 SF NFA regd (Attic Area / 150): 7.6 SF Total regd ventilation area in SI (Net Free Area X 144): 1340 SI Total regd ventilation area in SI (Net Free Area X 144): 834 SI Total reqd ventilation area in SI (Net Free Area X 144): 1101 Si ` Upper portion reqd (Total Reqd Vent Area X 50%): 670 SI Upper portion reqd (Total Reqd Vent Area X 50%): 417 SI Upper portion reqd (Total Reqd Vent Area X 50%): 550 SI Lower portion regd (Total Reqd Vent Area - Upper Portion): 670 SI Lower portion regd (Total Reqd Vent Area - Upper Portion): 417 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 550 S! PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER ( 2) 4 Ft Tamco Off -Ridge Vents X 138 Sllvent = 276 SI (2) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 276 SI ( 1 ) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 138 SI ( 2) 6 Ft Tamco Off. -Ridge Vents X 210 SI/vent = 420 SI (1) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 210 SI ( 2) 6 Ft Tamco Off -Ridge Vents X 210 Slivent = 420 SI Total Provided: 696 S! Total Provided: 486 SI Total Provided: 558 SI PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board Soffit MFR: Hardie Model: Perforated Cement Board Soffit MFR: Hardie Model: Perforated Cement Board Soffit Area of soffit: 48 LF Area of soffit: 39 LF Area of soffit: 53 LF NFA of soffit material per LF: 5 SI NFA of soffit material per LF: 5 SI NFA of soffit material per LF: 5 SI Total NFA of soffit material used: 240 SI Total NFA of soffit material used: 195 SI Total NFA of soffit material used: 265 SI ` ADDITIONAL VENTILATION ADDITIONAL VENTILATION ADDITIONAL VENTILATION MFR: Master EAC Model:16"x8" Rectangular Vent MFR: Master EAC Model: 116"x8" Rectangular Vent MFR: Master EAC Model:16"x8" Rectangular Vent Number of vents to be used 7 Vents Number of vents to be used 4Vents Number of vents to be used 5Vents NFA of additional soffit vents(ea): 65 SI NFA of additional soffit vents(ea): 65 SI NFA of additional soffit vents(ea): 65 SI Total NFA of additional soffit material used: 455 SI Total NFA of additional soffit material used: 260 SI Total NFA of additional soffit material used: 325 S! Total 695 SI /A' Total 1 provided: provided: 455 SI Total provided: 590 S! ® BUILDING TYPE: II ATTIC SPACE: G BUILDING TYPE: II ATTIC SPACE: H 0 BUILDING TYPE: li ATTIC SPACE: J REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION .� REQUIRED NFA VENTILATION Attic area (Including Soffit): ` 1028 SF Attic area (Including Soffit): 1551 SF Attic area (including Soffit): 90 SF NFA regd (Attic Area / 150): 6.8 SF NFA regd (Attic Area / 150): 10.3 SF NFA reqd (Attic Area / 150): 0.6 SF Total reqd ventilation area in S! (Net Free Area X 144): 986.9 S! .' Total reqd ventilation area in SI (Net Free Area X 144): 1489 SI Total reqd ventilation area in SI (Net Free Area X 144): 88 S! Upper portion regd (Total Reqd Vent Area X 50%): 493 SI Upper portion regd (Total Reqd Vent Area X 50%): 744 SI Upper portion reqd (Total Reqd Vent Area X 50%): 44 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 493 S! Lower portion reqd (Total Reqd Vent Area - Upper Portion): 744 SI <1 Lower portion regd (Total Reqd Vent Area - Upper Portion): 44 SI PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER ( 1 ) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 138 SI (1) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 138 Si (1) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 138 SI ( 2) 6 Ft Tamco Off -Ridge Vents X 210 Sllvent = 420 SI ( 3) 6 Ft Tamco Off -Ridge Vents X 210 Sllvent = 630 SI ( 0) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 0 SI Total Provided: 558 SI Total Provided: 768 SI Total Provided: 138 S! PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION -LOWER MFR: Hardie Model: Perforated Cement Board Sci it MFR: Hardie Model: Perforated Cement Board Soft MFR: Hardie Model: Perforated Cement Board Soffit Area of soffit: 30 LF Area of soffit: 56 LF Total soffit material to be used: 10 LF NFA of soffit material per LF: 5 SI NFA of soffit material per LF: 5 SI NFA of soffit material per LF: 5 / LF Total NFA of soffit material used: 150 SI Total NFA of soffit material used: 280 SI Total provided: 50 SI ADDITIONAL VENTILATION ADDITIONAL VENTILATION MFR: Master EAC Model:16"x8" Rectangular Vent MFR: Master EAC Model:16"x8" Rectangular Vent Number of vents to be used 6 Vents Number of vents to be used ElVents NFA of additional soffit vents(ea): 65 S! NFA of additional soffit vents(ea): 65 SI Total NFA of additional soffit material used: 390 Si Total NFA of additional soffit material used: 520 SI Total provided: 1 540 SI Total provided: 1 800 SI CD 0) n U Q N c•� r c+� 0 CU 0 N N N W 0 0 a 3 a MATCHLINEI !_API G AREA AREA z AREA AREA`'. "All tl�ll SJ ll�il a IIEll a LL n_ U_ o AREA n AREA AREA AREA "Bit „Doi "D", ,"G,l Draft Barrier Area Diagram Square F es of Individual Areas Shown Hill AREA "Fit r t t- F L AREA c "Hit r,_'****P�arf�ialRoof Framing Plan - Building Type II AREA nnn AREA "D"1 AREA "Au N.T.S. ® SHEET NOTES A REFER TO SHEETS S4.02 FOR SHEAR WALL HOLD DOWN DETAILS. B REFER TO SHEET S4.00 FOR FRAMING GENERAL NOTES C SEE SHEET S4.02 FOR HEADER & BEAM SCHEDULE & SUPPORTS D UNIT NAMES REFLECT UNITS BELOW FRAMING MEMBERS ® KEY NOTES 01 DRAFTSTOPPING, TYP,, DRAFTSTOPPING SHALL COMPLY WITH FBC 717.3 AND FBC 717.4 REFER TO WALL SECTIONS FOR DETAILS 02 22061-HR FIRE RATED ATTIC ACCESS W/ LOCK. CONTRACTOR TO COORDINATE LOCATION 1 7 I 03 OFF RIDGE VENT W/ INSECT SCREEN AS LISTED TO MEET CODE I'4 04 22"06" SELF CLOSING DRAFT STOP ACCESS DOORS 0 05 PREFAB WD ROOF TRUSSES AT MAX 24" OC ROOF +� PITCH TO BE 5:12 LINO, W/ 16,OVERHANG UNO I, 06 20" DEEP PREFAB WD FLOOR TRUSS AT 24" OC TYP AT UNITS, UNO ° I 07 17" DEEP PREFAB WD TRUSS AT 24" OC TYP AT ' BREEZEWAY I - 08 PREFAB WOOD BALCONY TRUSS WITH SLOPED TOP o CHORD AT 24" OC I I 09 FLOOR TRUSS TO HAVE ADDITIONAL DIAGONAL I BRACES DUE TO SHEAR WALLS 10 ALUM GUTTERS &DOWNSPOUTS, TYP. I 11 SW-1 SHALL STOP 1'-0" BEFORE ELECTRICAL METER CENTER AND BEGIN 1'4" AFTER METER CENTER. PROVIDE 2X6 WALL AT METER CENTER. CONTRACTOR I TO COORDINATE LOCATIONS AND LENGTH OF METER CENTER WALL f4A, 12 (3) 2X4"# 2' S.Y.P. STUDS UNbE'R EACH S)iDE'OF'BEAM,. (# `?IN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH LY. PROVIDE CONTINUOUSLY TO FOUNDATION. III 13 STEP UP IN ROOF TRUSS; REFER TO RCP AND SECTIONS �I I I 14 ALL CORNERS MARKED (4 LOCATIONS): USE (2) 2X6 I I; S.Y.P. #2 @ 16" O.C. (FASTEN PLIES WITH 10d @ 12" 1 O.C. STAGGERED) FOR ADISTANCE OF 7'-0" ALONG W EACH INTERSECTING WALL OR UNTIL WALL ENDS Z 15 ALIGN RIDGE WITH CORNER OF UNIT WALL 2 16 20" DEEP PREFAB WD FLR .TRUSS AT 16" OC 1/8°'=1'-0" 17 CRICKET: COVER CRICKET FRAMING WITH SELF -ADHERING MEMBRANE AND SHEET METAL. PROVIDE METAL VALLEY FLASHINGS, SEE DETAILS 18 ROOF FRAMING: CONVENTIONAL FRAMED JOISTS @ 16" O.C. = LEGEND WALLS BELOW INT. LOAD BRG. WALLS SW-1 SHEAR WALLS, HOLD DOWNS = -D D CONT. DRAFTSTOPPING HEADER OR BEAM - - PREFAB. WOOD TRUSS r------ 7:1 RATED ATTIC ACCESS DOOR ® 4' TAMCO OFF -RIDGE VENT ® 6' TAMCO OFF -RIDGE VENT COLUMN REF. PER S4.02 ® KEY PLAN ilM VA A =_1111011 McLaen 11=111= ENGINEERING sll=1ll ti'� GROUP FL Cof.4 #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.conj�0%111111111, fY�EN�� t FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE i INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fi 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhilis Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 11/25/09 _Progress Set 12109/09 60% Progress Set 12M7/09 Bid Set _ 03/02/10 Permit Set Q SHEET REVISIONS: 01125110 1 Misc. Coordination 08125/10 3 Misc. Coordination 3 EDITED BY: G8 PROJECT NO. 09-2587 Building Type 11 RoofFraming Plans :u Partial Roof ~lan - Buildin ype r - I -, -1 i r rFI--F-Tr i Ennl,r t If i;, i n -- i-��- 1 11 T. 1 /8"=1'-0" ®OVAL- r\\a R.F. Ole c J I Mt W 2514 S4.23 CID 0) II U rn a 0) 0 LO _o 0 0 N N N rn C 0 0 121 Sw-1 B-1 - - `B-1 . F FT z I I I I z i !!� f ! `� ! I I I D Sw-1 W- II�-1 _III ! H-1 -7 H- H-1 F["t H-1 �I Q'1=, ? I t I I ! 9 I i I I I 9 I II ! I I I I I I ; vs U) l°all: � I I I I I I Ilr + I I I I i I li I I I I f I ,; = I I I I I I EMI ! U I ii``�'4�w_�3 NTI '"'��1l1 N 1 9 I r ! I I I I - E IF ! I I I IS IiI I I Sw-1 f 18�11 � I ! I I I 14-77 IIt o� 1 1 HI D m ; I i H 9 I I Ji _ �.-_'. D �°�W-1AD �t_ p -�°-®D D _ -° Trj _ D D - D D I I ° �D,,;7 ° -- -- - - t-j u : -- r' LLJ a�Ia'�_—Tw-- 14 I -- -- -� II Sw 1A D -D D D C0 _ _ f� I a F- cWis ci3 w w co w I� - - `u co i I I S4.0 Ala S -1A m a S 1A SW-1A SW-�A �s D D D D D D D - G - D D D U D D D - _ B 6 -. ..>. p y _ - . I ._ .. UPS T - ° 1 fi H- D Ike A H- ° H- D E I F I I i t ° °� I ! III ❑1 I ! I III ❑I I L I III ❑I I III I I ° J �.... ! B 6 ! I i I I I J, I I I I I I ( I I i' � UPSET � � I I I !III i t I III I I! 1 III I I I I I I I I t I i ' IIIII ¢Q F 1 I I I H1 i H1 I H1 i III IIIIl,-F, IIlIIiIlIlIIlIl�°1i ,I!Ir�;�IhIrI1IIiI I I I IIII� � iIlt;j tI1IT I?NIT Ii U IjjA 3 T3 I I I I 3 i i KEY NOTES ® SHEET NOTES 2,, (3) 2X4 . 2 .i P. S U S U`ND t R'EACH S`1DE`bO tit 12,," A REFER TO SHEETS S4.02 FOR SHEAR WALL HOLD nP]LY,"N BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH FOUNDATION. DOWN DETAILS. PROVIDE,CONTIN000SLYTO 13 STEP UP IN ROOF TRUSS; REFER TO RCP AND B REFER TO SHEET S4.00 FOR FRAMING GENERAL SECTIONS NOTES 14 ALL CORNERS MARKED (4 LOCATIONS): USE (2) 2X6 C SEE SHEET S4.02 FOR HEADER & BEAM SCHEDULE & S.Y.P. #2 @ 16" O.C. (FASTEN PLIES WITH 10d @ 12" SUPPORTS O.C. STAGGERED) FOR A DISTANCE OF 7'-0" ALONG D UNIT NAMES REFLECT UNITS BELOW FRAMING EACH INTERSECTING WALL OR UNTIL WALL ENDS MEMBERS 15 ALIGN RIDGE WITH CORNER OF UNIT WALL ® KEY NOTES 16 20" DEEP PREFAB WD FLR .TRUSS AT 16" OC 01 DRAFTSTOPPING, TYP., DRAFTSTOPPING SHALL 17 CRICKET: COVER CRICKET FRAMING WITH COMPLY WITH FBC 717.3 AND FBC 717.4 REFER TO SELF -ADHERING MEMBRANE AND SHEET METAL. WALL SECTIONS FOR DETAILS PROVIDE METAL VALLEY FLASHINGS, SEE DETAILS 02 22x361-HR FIRE RATED ATTIC ACCESS W/ LOCK. 18 ROOF FRAMING: CONVENTIONAL FRAMED JOISTS @ CONTRACTOR TO COORDINATE LOCATION 16" O.C. 03 OFF RIDGE VENT W/ INSECT SCREEN AS LISTED TO LEGEND MEET CODE WALLS BELOW 04 22"06" SELF CLOSING DRAFT STOP ACCESS DOORS INT. LOAD BRIG. WALLS S_w-1_ SHEAR WALLS, HOLD DOWNS = * 05 PREFAB WD ROOF TRUSSES AT MAX 24" OC ROOF PITCH TO BE 5:12 UNO, W/ 16" OVERHANG UNO —D—D—D—o—CONT. DRAFTSTOPPING _ HEADER OR BEAM 06 20" DEEP PREFAB WD FLOOR TRUSS AT 24" OC TYP - - PREFAB. WOOD TRUSS AT UNITS, UNO 07 17"DEEP PREFAB WD TRUSS AT 24" OC TYP AT X .` I i RATED ATTIC ACCESS DOOR BREEZEWAY �. ® 4' TAMCO OFF -RIDGE VENT 08 PREFAB WOOD BALCONY TRUSS WITH SLOPED TOP CHORD AT 24" OC © 6' TAMCO OFF -RIDGE VENT COLUMN REF. PER S4.02 09 FLOOR TRUSS TO HAVE ADDITIONAL DIAGONAL BRACES DUE TO SHEAR WALLS 10 ALUM GUTTERS & DOWNSPOUTS, TYP. 11 SW-1 SHALL STOP 1'-0" BEFORE ELECTRICAL METER CENTER AND BEGIN 1'-0" AFTER METER CENTER. PROVIDE 2X6 WALL AT METER CENTER. CONTRACTOR TO COORDINATE LOCATIONS AND LENGTH OF METER CENTER WALL Sw-1 B-1-- ` - B-1 _ - 4 S4.03 09 09 ! I I I P. I I l i l I ! I z P. Sw-1 -1 H_1 'TTT] 3 l! I I I I I I ',I€ilia I I I I 3 F IIf �_L Ju�LLI — SW-1 y 1 R SW-1 y •�se�Mc wren �lM= "+dry ENGINEERING 111=U1'til!" GROUP 11= FL CofA 47992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com 5ir F1 u 3 0 FORUME 9 L 0 y ARCHITECTURE & INTERIOR DESIGN, INC. ' PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www, fo ru m a rc h ite ct u re . co m Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 11125(09, , " Progress Set 12/09109_ _ 60% Progress Set 12/17109 Bid Set 03/02110 I I I I I Permit Set i j i - Q SHEET REVISIONS: 01125110 1- Misc. Coordination i 08/25/10 3 : Misc. Coordination 3 EDITED BY: PROJECT NO. Building Tape III Second Floor - Framing Plan 09-2587 al i i I I i f 7 u I � ur A� . D Type 111 ... .*S4,31 0 R.F. iL - - �>� 7 � r B-1 I I co cin G a LO N u7 0 r 0 N 04 N c O .a ral KEY NOTES ® SHEET NOTES 12 `(3) X4`# 2 .Y P. SITU s CfNDtR'�_A SIDE `OF kAm, °>IN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH � A REFER TO SHEETS S4.02 FOR SHEAR WALL HOLD 1 ,LY, PROVI,DE,CONTINUQUSLYTOFOUNDATION. DOWN DETAILS. 13 STEP UP IN ROOF TRUSS; REFER TO RCP AND B REFER TO SHEET S4.00 FOR FRAMING GENERAL SECTIONS NOTES 14 ALL CORNERS MARKED (4 LOCATIONS): USE (2) 2X6 C SEE SHEET S4.02 FOR HEADER & BEAM SCHEDULE & S.Y.P. #2 @ 16" O.C. (FASTEN PLIES WITH 10d @ 12" SUPPORTS O.C. STAGGERED) FOR A DISTANCE OF T-0" ALONG D UNIT NAMES REFLECT UNITS BELOW FRAMING EACH INTERSECTING WALL OR UNTIL WALL ENDS MEMBERS 15 ALIGN RIDGE WITH CORNER OF UNIT WALL ® KEY NOTES 16 20" DEEP PREFAB WD FLR .TRUSS AT 16" OC 01 DRAFTSTOPPING, TYP., DRAFTSTOPPING SHALL 17 CRICKET: COVER CRICKET FRAMING WITH COMPLY WITH FBC 717.3 AND FBC 717.4 REFER TO SELF -ADHERING MEMBRANE AND SHEET METAL. WALL SECTIONS FOR DETAILS PROVIDE METAL VALLEY FLASHINGS, SEE DETAILS 02 22061-HR FIRE RATED ATTIC ACCESS W/ LOCK. 18 ROOF FRAMING: CONVENTIONAL FRAMED JOISTS @ CONTRACTOR TO COORDINATE LOCATION 16" O.C. 03 OFF RIDGE VENT W/ INSECT SCREEN AS LISTED TO LEGEND MEET CODE - _ WALLS BELOW 04 22"x36" SELF CLOSING DRAFT STOP ACCESS DOORS INT. LOAD BRG. WALLS sw_1* SHEAR WALLS, HOLD DOWNS = 05 PREFAB WD ROOF TRUSSES AT MAX 24" OC ROOF PITCH TO BE 5:12 UNO, `JV/ 16" OVERHANG UNO CONT. DRAFTSTOPPING - HEADER OR BEAM 06 20" DEEP PREFAB WD FLOOR TRUSS AT 24" OC TYP - - PREFAB. WOOD TRUSS AT UNITS, UNO 07 17" DEEP PREFAB WD TRUSS AT 24" OC TYP AT RATED ATTIC ACCESS DOOR BREEZEWAY ® 4' TAMCO OFF -RIDGE VENT 08 PREFAB WOOD BALCONY TRUSS WITH SLOPED TOP CHORD AT 24" OC © 6' TAMCO OFF -RIDGE VENT Q COLUMN REF. PER S4.02 09 FLOOR TRUSS TO HAVE ADDITIONAL DIAGONAL BRACES DUE TO SHEAR WALLS 10 ALUM GUTTERS & DOWNSPOUTS, TYP. 11 SW-1 SHALL STOP 1'-0" BEFORE ELECTRICAL METER CENTER AND BEGIN 1'-0" AFTER METER CENTER. PROVIDE 2X6 WALL AT METER CENTER. CONTRACTOR TO COORDINATE LOCATIONS AND LENGTH OF METER CENTER WALL H--11 — I I I I B-1 I—T T 4 S4.03 09 P. 1 F1 t= 09 06 TYP a-1 ' I _ (' . TYP. bnot �� SW-1�� Alk c aren �I=1_11= M ENGINEERING FRI i11 GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com Orl1 i i f 1! 11" J.0N_0wN_ 1 /8"-1 °-0" R. F. Ofe'cfeJ i IFi 4 fib► FORUMN r 0 N ARCHITECTURE & INTERIOR DESIGN, INC. ' PLANNING I ARCHITECTURE 'l INTERIOR DESIGN 0 0 745 odenta avenue, suite 1121 .6 altamonte springs, fl 32701 phone: 407.830.1400 Od fax: 407.830.4143 AA0002731 6 www.forumarchitecture.com Y Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 11/25/09 Progress Set 12/09/019 60% Progress Set 12/17/09 Bid Set 03/02/10 Permit Set SHEET REVISIONS: 01/25/10_ 1 MISC. COORDINATION__ 08/25/10 3 MISC. COORDINATION 3 _ EDITED BY: U ? PROJECT NO. 09-2587 z c� a Building Type III 0 Third Floor w F _ Z Framing Plan oif w oil o F- U w � ' r 2 U � S4.32 4 o Q I i „TF___T 1 _T1 r Tl- -! G I I Imo— - - -- T --- 7— -- -F BUILDING TYPE: III ATTIC SPACE: A E BUILDING TYPE: III ATTIC SPACE: B REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION Attic area (including Soffit): 1118 SF Attic area (including Soffit): 873 SF NFA reqd (Attic Area / 150): 7.5 SF NFA reqd (Attic Area / 150): 5.9 SF Total reqd ventilation area in Si (Net Free Area X 144): 1080 SI Total reqd ventilation area in SI (Net Free Area X 144): 850 SI Upper portion regd (Total Reqd Vent Area X 50%): 540 SI Upper portion regd (Total Reqd Vent Area X 50%): 425 SI Lower portion regd (Total Reqd Vent Area - Upper Portion): 540 SI Lower portion regd (Total Reqd Vent Area - Upper Portion): 425 SI PROVIDED NFA VENTILATION - UPPER PROVIDED NFA. VENTILATION - UPPER ( 1 ) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 138 SI (2 ) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 276 SI ( 2) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 420 SI ( 1 ) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 210 SI Total Provided: 558 SI Total Provided: 486 SI PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board Soffit MFR: Hardie Model: Perforated Cement Board Soffit Area of soffit: 81 LF Area of soffit: 41 LF NFA of soffit material per LF: 5 S1 NFA of soft material per LF: 5 SI Total NFA of soffit material used: 405 SI Total NFA of soffit material used: 205 SI ADDITIONAL VENTILATION ADDITIONAL VENTILATION MFR: Master EAC Model:16"x8" Rectangular Vent MFR: Master EAC Model:16"W' Rectangular Vent Number of vents to be used 3 Vents Number of vents to be used 4 Vents NFA of additional soffit vents(ea): 65 SI NFA of additional soffit vents(ea): 65 SI Total NFA of additional soffit material used: 195 SI Total NFA of additional soffit material used: 260 Si Total provided: 600 SI Total provided: 465 SI A BUILDING TYPE: III ATTIC SPACE: C M BUILDING TYPE: III ATTIC SPACE: D E BUILDING TYPE: III ATTIC SPACE: E ® KEY NOTES 0 SHEET NOTES REQUIRED NFA VENTILATION Attic area (Including Soffit): NFA reqd (Attic Area / 150): Total regd ventilation area in SI (Net Free Area X 144): Upper portion reqd (Total Reqd Vent Area X 50%): Lower portion regd (Total Reqd Vent Area - Upper Portion) PROVIDED NFA VENTILATION - UPPER (1) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = ( 2) 6 Ft Tamco Off -Ridge Vents X 210 Si/vent = Total Provided: 7:Z�� � � ► : `I����t�.�fLikel�eirirl MFR: Hardie Model Perforated Cement Board Soffit Area of soffit: NFA of soffit material per LF: Total NFA of soffit material used: ADDITIONAL VENTILATION MFR: Master EAC Model:16"x8" Rectangular Vent Number of vents to be used NFA of additional soffit vents(ea): Total NFA of additional soffit material used: Total provided: REQUIRED NFA VENTILATION �. REQUIRED NFA VENTILATION e �; 12,(3) 2X4t 2 S.Y.P. STUDS UNDER EACH SIDE OF BLANit 081 SF Attic area (Including Soffit): 1092 SF Attic area (Including soffit): 1364 SF ",IN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH 7.2 SF NFA regd (Attic Area / 150): 7.3 SF NFA reqd (Attic Area / 150): 9.1 SF 037 Si Total reold ventilation area in SI Net Free Area X 144): 1048.3 Si >, Total re d ventilation area iri SI Net Free Area X 144 : 1309 SI PROV DE;zCO, TINUQUS Y TO , FUNDATION. 519 SI Upper portion regd (Total Reqd Vent Area X 50%): 524 SI Upper portion reqd (Total Reqd Vent Area X 50%): 654 SI 519 SI Lower portion regd (Total Reqd Vent Area - Upper Portion): 524 Si Lower portion regd (Total Reqd Vent Area - Upper Portion): 654 SI 13 STEP UP IN ROOF TRUSS; REFER TO RCP AND PROVIDED NFA VENTILATION - UPPER °s, PROVIDED NFA VENTILATION - UPPER r SECTIONS 138 Si (1) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 138 SI (2) 4 Ft Tamco Off -Ridge Vents X 138 SI(vent = 276 SI 420 Si (2) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 420 Si SI ( 2) 6 Ft Tamco Off -Ridge Vents X 210 Sl/vent = Total Provided 420 696 SI sl 14 ALL CORNERS MARKED (4 LOCATIONS): USE (2) 2X6 558 Sl Total Provided: 558 F i S.Y.P. #2 @ 16" O.C. (FASTEN PLIES WITH 10d @ 12" PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board So fit PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board Soft O.C. STAGGERED) FOR A DISTANCE OF T-0" ALONG 37 LF Area of soffit: 62 LF Area of soffit: 67 LF < EACH INTERSECTING WALL OR UNTIL WALL ENDS 5 SI NFA of soffit material per LF: 5 SI NFA of soffit material per LF: 5 SI 85 SI Total NFA of soffit material used: 310 . SI Total NFA of soffit material used: 335 SI°f 15 ALIGN RIDGE WITH CORNER OF UNIT WALL ADDITIONAL VENTILATION ADDITIONAL VENTILATION MFR: Master EAC Model: 16"x8" Rectangular Vent MFR: Master EAC Model: W x8" Rectangular Vent `; 16 2011 DEEP PREFAB WD FLR .TRUSS AT 1611 OC 6 Vents Number of vents to be used 4 Vents Number of vents to be used 5 Vents 65 SI NFA of additional soffit vents(ea): 65 SI NFA of additional soffit vents(ea): 65 SI r` 90 SI Total NFA of additional soft material used: 260 SI Total NFA of additional soffit material used: 325 SI 17 CRICKET: COVER CRICKET FRAMING WITH 1 t{ SELF -ADHERING MEMBRANE AND SHEET METAL. 75 al Total provided: 570 SI Total provided: 660 SI MM„%,Inr AArTA1 I/Al I Cvi 171 A0IJIA,nO QCC ME-1-All Q ® BUILDING TYPE: III ATTIC SPACE: F BUILDING TYPE: III ATTIC SPACE: G BUILDING TYPE: III ATTIC SPACE: H BUILDING TYPE: III ATTIC SPACE: J BUILDING TYPE: III ATTIC SPACE: K VENTIONAL FRAMED JOISTS REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION Attic area (Including Soffit): 1384 SF Attic area (Including Soffit): 1355 SF NFA reqd (Attic Area / 150): 9.3 SF NFA reqd (Attic Area / 150): 9.0 SF Total regd ventilation area in SI (Net Free Area X 144): 1340 SI Total reqd ventilation area in SI (Net Free Area X 144): 1296 SI Upper portion regd (Total Reqd Vent Area X 50%): 670 SI Upper portion reqd (Total Reqd Vent Area X 50%): 648 SI Lower portion regd (Total Reqd Vent Area - Upper Portion): 670 SI Lower portion regd (Total Reqd Vent Area - Upper Portion): 648 SI PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER (2) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 276 Si ( 2) 4 Ft Tamco Off-Ridge'Jents X 138 SI/vent = 276 SI ( 2) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 420 Sl (2) 6 Ft Tamco Off -Ridge Vents X 210 Sllvent = 420 SI Total Provided: 696 SI Total Provided: 696 SI PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board Soffit MFR: Hardie Model: Perforated Cement Board Soffit Area of soffit: 79 LF Area of soffit: 48 LF NFA of soffit material per LF: 5 SI NFA of soffit material per LF: 5 SI Total NFA of soffit material used: 395 Si Total NFA of soffit material used: 240 Sl ADDITIONAL VENTILATION ADDITIONAL VENTILATION MFR: Master EAC Model 16"x8" Rectangular Vent MFR: Master EAC Model:l6"x8" Rectangular Vent Number of vents to be used 5 Vents Number of vents to be used 7 Vents NFA of additional soffit vents(ea): 65 SI NFA of additional soffit vents(ea): 65 SI Total NFA of additional soffit material used: 325 SI Total NFA of additional soffit material used: 455 Si Total provided: 720 SI Total provided: 720 SI BUILDING TYPE: III ATTIC SPACE: L REQUIRED NFA VENTILATION PROViDED NFA VENTILATION - LOWER Attic area (Including Soffit): 90 SF MFR: Hardie Model: Perforated Cement Board Soffit NFA reqd (Attic Area / 150): 0.6 SF Total soffit material to be used: 10 LF Total regd ventilation area in SI (Net Free Area X 144): 88 SI NFA of soffit material per LF: 5 / LF Upper portion reqd (Total Reqd Vent Area X 50%): 44 SI Total provided: 50 SI Lower portion regd (Total Reqd Vent Area - Upper Portion): 44 SI PROVIDED NFA VENTILATION - UPPER (1) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 138 Si ( 0) 6 Ft Tamco Off -Ridge Vents X 210 Sllvent = 0 SI Total Provided. 138 SI F FRAMING. CON wa•no A REFER TO SHEETS S4.02 FOR SHEAR WALL HOLD DOWN DETAILS. B REFER TO SHEET S4.00 FOR FRAMING GENERAL NOTES C SEE SHEET S4.02 FOR HEADER & BEAM SCHEDULE & SUPPORTS D UNIT NAMES REFLECT UNITS BELOW FRAMING MEMBERS KEY NOTES 01 DRAFTSTOPPING, TYP., DRAFTSTOPPING SHALL COMPLY WITH FBC 717.3 AND FBC 717.4 REFER TO WALL SECTIONS FOR DETAILS 02 22x361-HR FIRE RATED ATTIC ACCESS W/ LOCK. CONTRACTOR TO COORDINATE LOCATION 03 OFF RIDGE VENT W/ INSECT SCREEN AS LISTED TO MEET CODE 04 22"x36" SELF CLOSING DRAFT STOP ACCESS DOORS 05 PREFAB WD ROOF TRUSSES AT MAX 24" OC ROOF PITCH TO BE 5:12 UNO, W/ 16" OVERHANG UNO 06 20" DEEP PREFAB WD FLOOR TRUSS AT 24" OC TYP AT UNITS, UNO 07 17" DEEP PREFAB WD TRUSS AT 24" OC TYP AT BREEZEWAY 08 PREFAB WOOD BALCONY TRUSS WITH SLOPED TOP CHORD AT 24" OC 09 FLOOR TRUSS TO HAVE ADDITIONAL DIAGONAL BRACES DUE TO SHEAR WALLS 10 ALUM GUTTERS & DOWNSPOUTS, TYP. 11 SW-1 SHALL STOP V-0" BEFORE ELECTRICAL METER CENTER AND BEGIN 1'-0" AFTER METER CENTER. PROVIDE 2X6 WALL AT METER CENTER. CONTRACTOR TO COORDINATE LOCATIONS AND LENGTH OF METER CENTER WALL n 1 r,`�� c iren =i UM ENGINEERING 0111 �1=fills A'�rd r11=111:z` GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: wwvv.mgmclaren.com sa��1`11lIt®1s NIIIIIIIIl111%,1/! r „ I I — �11 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: _11125I09 Progress Set 1210.9I09 501/ Progress Set 12/17/09 Bid Set 03102110 Permit Set SHEET REVISIONS: 01/25110 1 Misc. Coordination 08/25110 3 Misc. Coordination 3 EDITED BY: JD GB z PROJECT NO. 09-2587 Z w Building Type III 0 Roof Framing Plan W f- Z_ W ry F U W F Square Footages of Individual Areas Shown D a., S4.33 0 tL Q u — - - 1 ,.,-.�ST1�1��7 .0 , I L.r i �11 1 ��, ,.I '�frl EDITED BY: JD GB z PROJECT NO. 09-2587 Z w Building Type III 0 Roof Framing Plan W f- Z_ W ry F U W F Square Footages of Individual Areas Shown D a., S4.33 0 tL Q u — - - 1 ,.,-.�ST1�1��7 .0 , I L.r i �11 1 ��, ,.I '�frl SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS 8'-10 7/8" ,, 38'-01 /2" 11'-51 /2" "-4"" i 30'-9" 11'4' 11'-51 /2" 26'-Y 8'-93/4" 1'-4" 11'-Y 12'-91/2" 12'-6" 1'-4" 1 10'-11/2" 1' 4" 1 °-4" T-13/4" 1'-4" 1'-4" 6'-51/2" T-13/4" ! 10'-11/2" f-1'-4" 11'-9112" 1'-4" 11'-91/2" 1'-4" on I I ® ❑ ❑ ❑ I I �. P - q j VERANDA � � N I 00 T-9" T-7112" T-71 /2" T-9" :131 0 ❑1-1 El NI fM ,, 02/08/10 g ' . j a' VENDING r �- ' - N In 2' 1 1/2'" 8' 01/ " T-7 1f2" 6'-1" '-11" T 5" ?' 0" © le 5' 2 3(4" 5' 81f4" 1 G 29' 10" 5' 4 3f4" 4'-11 1f4" 2 5 8'-9112" 8' 5112" 8'-2" P °O z o o MEN`S POOL REST OOM _ WOMEN'S POOL CAFE /MULTI -PURPOSE ROOM 0 RESTROOM _ CABLE ROOM �, - — DRYER iv N d LU OO 0 ! ! _ __ _ N - LU SALON � N j I L�,'�. C,`-— 2' 0"' 10" 5' 3 1/2° 1/2°' 5' 6" 22' 4"Lo ,L CUTTING S CENTER N e N p 41,j �� 00. WASHINGco - _. N ' I 4'2" 9'-61/2" — — — — — --- r ZN �i 100 LAUNDRY BUSINESS CENTER STOP.AGE a PREP. I 1>] C N °Cq li - FENE0 a MECH./JANITOR (0 O r" - M j N zX `= Cn - 0 9 r 00 1031 1 V NA BREEZ FE WAY GALLERY O I I ` o 70'-2- ! rJ 10'-4" `� T-71/2" Qo 4'-8" 4'-2" 4' 9"-0" "' 8'-91/2" 7'-11/2" 9'-2" 3'-6°' 3'-6" { 2'-6" '-5112" T-10" 5'-01{ T-51/2" 3'-10 " `� 6'-51 /2" 4' 21/2'" 1-2 1' 10" 1'-3112" 10„ 1' 6" 1' 6" _ 1'-6" 3 1 6 3," 2'-1 112" 1'-3112°' a, a o 10'-31/2" 4'-0„ M o NA C CL r=❑ ❑ FE - 0 0 i o 16-1 318" -2'-1 1/2" 10' 9" o I /CO00 PY ROOM lo (0 3€ CV ., _._ - .._.. .._......_ .� _i..... _.__. .... ....—._.....�._—.... 11L At, M a X o� CONFERENCE ROOM ca � �- T-4 L. I C' //�� pp AIL p OC3/l 3 _ ! WOMEN'S! N O N1.N'S - 9 ` R.CN .PER MAILBOX MFR LEASING Do =' _ Oo E ' CO c7 - CLUBROOM N N Q LJ Q - o LEASING RECEPTION 2, LE r [E:l Cq 3ROR � 51 /2" 8112" r $1l2" 51 /2" CLOSING o 2' 71 / ' --- 1 T-0" 2'-2" 2'-6" 4 -8 2 -6 2' 2" 12--0" . 8' ;'-6" Qo i QO � 0 ©-- ! S _ N o. a (� ___. - 1 N e' — T _ r E N i L N MANAG R M ! v Ili ! � I �j i `= �, 2'-11 12" 2' 11 1f2" i I GO 1'-0' 1'-01/2" © iyj ® T-0 3/4" T-0 3l4" 4' 2 314" 4'-31 /4" 4' ? 1 /2" 4'-9" 13' 10" I Ff �u ' 02/08/10 cli w I —STORAGE ❑ ❑ 1'-0" 11 112"� CV 2' 11 1/2" �-2` 11 1/2" ❑ ❑ ❑ I ' `- I ENTRI' I � ` ❑ ❑ T-31 /2" 4'-5" 4'-51' 8'-2 7/8" 9'-41 /2" 2'4" 8'-6" 12'-0" ! 12'-6 3/41' 12-6 3/4" T-10" T-8" 5'-4 3/4" T-6" T-6" 5'-2114" 3' 5112" 1'-0" T-31/2" 49 �-1 ` 0" T 9118" 1' 4" 1'-4" 1 ` 4" 1'-4" 2' 11 112" 1" 4° 1'-11 3/4" 2'-51 /2" 19'-10" T-2" 12'-01/2" 12'-6" 29'-1 112" 4 2' 11 1/2" 36-10" 1'-61/4" '? B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES, (ALL INTERIOR WALLS WITHIN UNITS ARE W-8 UNO; ALL EXTERIOR WALLS ARE W-1 UNO) C BUILDING TYPE I TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13. BUILDING TYPES II & III TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13R D FIRE PROTECTION CONTRACTOR SHALL PROVIDE ENGINEERED SIGNED & SEALED SHOP DRAWINGS THAT INCLUDE ALL PIPE SIZES, ELEVATIONS, HEAD LOCATIONS, VALVES, INSPECTOR TESTS, FLOW SWITCHES, TAMPER SWITCHES, WEATHERPROOF MTL ACCESS PANEL, DIMENSIONS, ETC, SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER'S INSURANCE UNDERWRITERS, CITY FIRE PROTECTION OFFICER, & ALL OTHER AUTHORITIES HAVING JURISDICTION E COMMUNITY CENTER EXTERIOR WALLS SHALL BE 2X6 FRAMING @ 16" O.C. UNO. INTERIOR WALLS SHALL BE 2X4 FRAMING @ 16" O.C. UNO LEGEND MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL — E — E — PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. waL� REFER TO SHEET A1.04 FOR WALL ASSEMBLIES FE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES RECESSED FIRE EXTINGUISHER, REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, O TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.),'" j,. INT. LOAD BRG. WALLS ® TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET COMMUNITY CENTER TRAVEL DISTANCE FROM CLUBROOM TO OUT OF BUILDING = 89 LF ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE ! INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL EDITED BY: JD PROJECT NO. 09-2587 Building Type Enlarged Community Center Dimension Plan 111111�I 1111 illiq 1=1111 � I a d, 1- _ - - - 3/16"=1'-0" A5.41 ® SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS ��7zZT�►'�� FE z Q U a RQr'i=7Pi0UflV Mrs. m= 01;;, B REFER TO SHEETS A1.04 & A1.05 FOR ALL CONSTRUCTION ASSEMBLIES, (ALL INTERIOR WALLS WITHIN UNITS ARE W-8 UNO; ALL EXTERIOR WALLS ARE W-1 UNO) C BUILDING TYPE I TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13. BUILDING TYPES II & III TO BE PROVIDED W/ A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13R D FIRE PROTECTION CONTRACTOR SHALL PROVIDE ENGINEERED SIGNED & SEALED SHOP DRAWINGS THAT INCLUDE ALL PIPE SIZES, ELEVATIONS, HEAD LOCATIONS, VALVES, INSPECTOR TESTS, FLOW SWITCHES, TAMPER SWITCHES, WEATHERPROOF MTL ACCESS PANEL, DIMENSIONS, ETC, SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER'S INSURANCE UNDERWRITERS, CITY FIRE PROTECTION OFFICER, & ALL OTHER AUTHORITIES HAVING JURISDICTION E COMMUNITY CENTER EXTERIOR WALLS SHALL BE 2X6 FRAMING @ 16" O.C. UNO. INTERIOR WALLS SHALL BE 2X4 FRAMING @ 16" O.C. LINO ® KEY NOTES 01 KNOX BOX 4 02 RENT DROP BOX, VERTICALLY INSTALLED. G.C. TO COORDINATE INSTALLATION BELOW INTERIOR SWITCH LOCATIONS 03 (2) P.L. SHELF W/ KEYBOARD @ 48" A.F.F. VERIFY SIZE W/ OWNER 04 FOLDING TABLE @ 34" HGT. TO TOP OF SURFACE 05 CONDENSER & PAD, REFER TO MEP 06 MIRROR: SEE I.D. DRAWINGS. PROVIDE BEVELED EDGE TRIM AT SEAMS 07 STACK DRYERS 08 TOP LOAD WASHERS 09 FRONT LOAD WASHER 10 PROVIDE PIPE SLEEVE(S) FOR CABLE/WIRING AS REQUIRED. CONTRACTOR TO COORDINATE 11 MOP SINK: RUN WALL TILE T-0" HIGH AT SINK 12 LARGE COMMERCIAL DRYER 13 LARGE COMMERCIAL WASHER 14 HI/LOW WATER COOLER. SEE DETAIL 10/A5.44 15 2x6 WALL FRAMING @ 16" O.C. 16 CHANGE IN FLOORING MATERIAL 17 HOT TABLE - PROVIDE ELECTRICAL 18 12" DEEP VINYL COATED WIRE SHELF. G.C. TO COORDINATE SHELF HIGH W/ LOCATION OF EQUIPMENT 19 (2)16" DEEP VINYL COATED WIRE SHELVES SPACED @ 1'-0" 20 3X4 WALL FRAMING AT 16" O.C. UNO 21 2x6 WALL FURRED OUT TO ACCOMODATE FIRE EXTINGUISHER CABINET 22 FLOOR DRAIN 23 (5)12"x30" METAL SHELVES EQUALLY SPACED 3 ® LEGEND MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL — E — E —PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. WALL REFER TO SHEET A1.04 FOR WALL ASSEMBLIES FE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES rFE� RECESSED FIRE EXTINGUISHER, REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, O TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET COMMUNITY CENTER TRAVEL DISTANCE FROM CLUBROOM TO OUT OF BUILDING = 89 LF ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL `1 N m m p w O UjQ I SET DISTRIBUTIONS: 11/25109 Progress Set 12/09109 60% Progress Set 12117109 Bid Set„ 03/02/10 Permit Set 0 SHEET REVISIONS: EDITED BY: JD PROJECT NO. 09-2587 Building Type Enlarged Community Center Note Plan A5.42 Community Center Note Plan 3/16"=1'-0" SHEET NOTES A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS IBREEZEWAYI r a� U Cn CL M c0 CU O O N co N C O .a O .4 7 IQ � . 1 I� O I� NOR. a' T-3 1/2" 9° CD v OO � 1 11'-0" i 1 s'-o" (S) 0 -- & �t � r-_ 5' $1 /2" 1'-0 5'-9" 1 0 5'-8112" 5'-6' O CAFE / ROOM M LTI-PURPO 0 14'-91 /2" ® 012 'GALLERY 13'-0" 0 12'-0" L IEM0111111111 sm IMNI_ 0 0 T-01 /2" N 0 T-01 /2" N T-51 /4" 1'-0T-51 /4" 4'-0" 0 0 B Oo ® 6� 0 0 FITNES ENTER 12 M Lf7 F71 O 1llECH. 13'-0" ® 0 v CV 3/ 16"= V-0" B CONTRACTOR RESPONSIBLE FOR COORDINATION OF HVAC SYSTEM WITH LIGHT FIXTURES/CEILING FIXTURES C ALL RECESSED FIXTURES SHALL BE ONE -HOUR RATED OR HAVE A FIRE -RATED BOX INSTALLED TO MAINTAIN 1 HR CEILING RATING LEGEND RECESSED CAN ---- PENDANT LIGHT -- WALL -MOUNTED LIGHT WALL SCONCE �:------- 1 HR RATED ATTIC ACCESS DOOR X 1x4 SURF. MOUNT FLUOR. LIGHT 2x2 SURFACE CLOUD LIGHT 2x4 SURF. MOUNT FLUOR. LIGHT PADDLE FAN MECH. GRILLES (REFER TO MECH.) SPRINKLER HEAD (CONCEPTUAL O LOCATION, FINAL REQ'T TO BE BY FIRE SPRINKLER ENGINEER) ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL e � i (2 II jj F l SET DISTRIBUTIONS: 11125109. _. , Progre s Set 12/09/09 60% P _gress Set 12117109 Bid Se 03/02110 Permi Set _ EDITED BY: JD i PROJECT NO. 09-2587 z 0 co 0 Building Type I W Community Center F Reflected Ceiling Plan W ry F_ U w N I 0 I A5.43 0 LL Q N co n f0 U a r` M O �.Q n; 0 0 N co rn C 0 '6 a_ d 3 -0 LO I I,- W LO N C O U a O L a co N RAD. Business Center Elevations f A A 1e111_ 41 All a r rILLCrc m 3/8"=1'-011 Club Room Elevation 3/8"=1'-0" 0 Prep Room Elevations ® KEY NOTES - CONT. ® SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET MAY NOT BE REFERENCED ON THIS SHEET 47 THREE COMPARTMENT STAINLESS STEEL A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES COMMERCIAL SINK W/ SHELVES PERTAINING TO THE BUILDING PLANS 48 MAIL -BOXES UNIT: AUTH-FLORENCE 4C-MODEL 4CCT2-16 (16 MAILBOXES & 2 PARCEL BOXES PER UNIT),160 MAILBOXES & 16 PARCEL BOXES MINIMUM THIS PROJECT 49 SALON SHAMPOO STATION 50 ELECTRIC FIREPLACE UNIT 51 MIRROR 52 FINISHED PANEL, ATTACH TO 2x4 SUPPORTS 53 FINISHED END PLATE 3/8"=1'-011 SHELVES ONLY 3/8"=1'-0" B ALL COLORS TO BE SELECTED BY OWNER C ALL FIXTURES & ACCESSORIES TO BE INSTALLED IN ACCORDANCE WITH APPLICABLE ACCESSIBILITY REQUIREMENTS D PROVIDE BLOCKING AS NEEDED FOR ACCESSORY MOUNTING ® KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 REQUIRED 60" DIA. TURNING SPACE 02 REQUIRED 30"x48" CLEAR FLOOR SPACE 03 REQUIRED 60"x56" CLEAR FLOOR SPACE 04 WALL MOUNTED H/C LAVATORY. INSULATE ALL HOT WATER AND TRAP PIPES. LAVATORY SHALL BE FREE OF SHARP OBSTRUCTIONS 05 COUNTERTOP LAVATORY 06 FLOOR MOUNTED H/C WATER CLOSET. SEAT @ 17" TO 19" A.F.F. 07 WALL MOUNTED URINAL 09 BOOKCASE - REFER TO INTERIOR DESIGN DRAWINGS 10 TOILET PAPER DISPENSER 11 SANITARY NAPKIN DISPOSAL UNIT 12 RECESSED PAPER TOWEL DISPENSER / TRASH RECEPTACLE 13 WALL MOUNTED DIAPER CHANGING STATION 14 WALL TILE 15 BULLNOSE TILE 16 P.L. COUNTERTOP, COUNTERTOP AT BUSINESS CENTER TO PROVIDE FOR 24" DEEP COMPUTER TOWER CABINETS AND 6" OPEN SPACE BEHIND CABINETS 17 4" P.L. BACKSPLASH 18 P.L. SKIRT 19 SOAP DISPENSER 20 MIRROR. PROVIDE TILE BEHIND MIRROR. PROVIDE TILT MIRROR AT HANDICAP STALLS ONLY. 21 PIPE PROTECTION @ KNEE SPACE 22 DOUBLE BOWL SINK 23 4" P.L. BACKSPLASH @ 36" HIGH COUNTERTOP. 6" P.L. BACKSPLASH @ 34" COUNTERTOP 24 DISHWASHER 25 SIDE -BY -SIDE REFRIGERATOR 2 COUNTERTOP MICROWAVE 27 3 28 HI/LOW WATER COOLER 29 FLOOR MOUNTED STANDARD WATER CLOSET 30 BASE CABINET 31 UPPER CABINET 32 FLOOR DRAIN. REFER TO MEP. 33 COVE BASE 34 LIGHT ABOVE MIRROR 35 REQUIRED 54"x48" CLEAR FLOOR SPACE 36 REQUIRED 48"x48" CLEAR FLOOR SPACE 37 SINGLE BOWL SINK 38 2x FRAMING 39 3/4" QUARTER ROUND WOOD TRIM, PAINTED 40 5/8" GYPSUM WALL BOARD 41 1/2" GYPSUM WALL BOARD 4 STANDARD 24" DEEP LOCKABLE COMPUTER TOWER CABINET WITH OPEN BACK FOR VENTILATION 43 3" 0 GROMMET FOR CABLES DIRECTLY BEHIND 2 CABINETS 44 ALL UPPER CABINETS IN BUSINESS CENTER TO HAVE LOCKS 45 ELECTRICAL BOX FOR OUTLET (HORIZONTAL) 46 CROWN MOLDING. SEE INTERIOR DESIGN DRAWINGS FOR DETAILS 3 ro aFORUME r 2 0 ARCHITECTURE & INTERIOR DESIGN, INC. m PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 g 745 orienta avenue, suite 1121 altamonte springs, fl 32701 C phone: 407.830.1400 C Q fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL 10 1 SET DISTRIBUTIONS: w 11/25/00_._ Progre5 Set, _ a 12/09/09 60% Pr gress Set 12/17/09 Bid S, ro _. Y 03/02/10 Permit Set L a 2 N_ L ro U m 0 SHEET REVISIONS: .N p 06102110 2 _ Misc._Coordination 2__ o 08/25110 3 Misc. Coordination 3 L L U r U Q _ a_ L 0 LL 0 a o _ a L Y N N I 0 U L C ro C I EDITED BY: JD U ? PROJECT NO. 09-2587 z U 0 Community Center o _ - Interior Elevations W _ _ & Details W U W t 2 U A5.45 0 CLUBHOUSE FINISH SCHEDULE N M (0 0 Cn z> Q LO N _(0 co 0 0 N N 0) C 0 0 a 0 m FLOOR BASE WALL CEILING I Uj I z co ri U I c� Cn z z U_ wCn OU I 0 _ U) U w �U Q � �Q Q Uwrn {i ca I Uj J)f J h e�La- <L ?=0Ln-LU Ljj m0=3<50 0�1Ra-� >MLdPdb AREA NAME 1 2 3 415. 1 12 3 4 1 2 3 1 2 COMMENTS ENTRY 1 5 1i 4 1 2 LEASING RECEPTION ' 3 1 2 2 CONFERENCE ROOM 3 1 I 2 2 LEASING/CLOSING 3 1 I 2 2 STORAGE 3 13 2, 1 MANAGER 3 1 2' 12 _ MAIL ROOM 2 2j___ 21 12 CLUBROOM 2 1 1 2 2 GALLERY 1 2 1 2 2 WOMEN'S 2 2* ! 3 2 INTEGRAL COVE BASE TILE MEWS 2 l 2* 3 2 INTEGRAL COVE BASE TILE FITNESS CENTER 4 13 2 , 2 MECH. 131 i 2 1 PREP. 2 2* 2 2 INTEGRAL COVE BASE TILE _ KITCHEN 2 1 2 2 STORAGE 12, 1 2 1 CAFE/MULTI-PURPOSE 12 1 21 2 BUSINESS CENTER 12 1 1 2 2 VERANDA 5 4 1 2 MECH./JANITOR 21 131 2 1 1 SALO 11 2 2 LAUNDRY 2 1 2* 2 1 1 INTEGRAL COVE BASE TILE WOMEN'S POOL RESTROOM 2 2* 13 2 INTEGRAL COVE BASE TILE MEN'S POOL RESTROOM 2 2* 3 2 INTEGRAL COVE BASE TILE CABLE ROOM 1 1 3 2 1 * INTEGRAL COVE BASE TILE ALL INTERIOR FINISHES TO BE VERIFIED WITH INTERIOR DESIGNER Salon Elevations 0 co co zo r u ® KEY NOTES - CONT. ® SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET MAY NOT BE REFERENCED ON THIS SHEET 47 THREE COMPARTMENT STAINLESS STEEL A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES COMMERCIAL SINK W/ SHELVES PERTAINING TO THE BUILDING PLANS 48 MAIL -BOXES UNIT: AUTH-FLORENCE 4C-MODEL 4CCT2-16 (16 MAILBOXES & 2 PARCEL BOXES PER UNIT),160 MAILBOXES & 16 PARCEL BOXES MINIMUM THIS PROJECT 49 SALON SHAMPOO STATION 50 ELECTRIC FIREPLACE UNIT 51 MIRROR 52 FINISHED PANEL, ATTACH TO 2x4 SUPPORTS 53 FINISHED END PLATE 54 OPEN SHELVES PER I.D.D. 3 18" 36" co co 3/8"=1'-0" B ALL COLORS TO BE SELECTED BY OWNER C ALL FIXTURES & ACCESSORIES TO BE INSTALLED IN ACCORDANCE WITH APPLICABLE ACCESSIBILITY REQUIREMENTS D PROVIDE BLOCKING AS NEEDED FOR ACCESSORY MOUNTING ® KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 REQUIRED 60" DIA. TURNING SPACE 02 REQUIRED 30"x48" CLEAR FLOOR SPACE 03 REQUIRED 60"x56" CLEAR FLOOR SPACE 04 WALL MOUNTED H/C LAVATORY. INSULATE ALL HOT WATER AND TRAP PIPES. LAVATORY SHALL BE FREE OF SHARP OBSTRUCTIONS 05 COUNTERTOP LAVATORY 06 FLOOR MOUNTED H/C WATER CLOSET. SEAT @ 17" TO 19" A.F.F. 07 WALL MOUNTED URINAL 1. r,. r,. • r r 09 BOOKCASE - REFER TO INTERIOR DESIGN DRAWINGS 10 TOILET PAPER DISPENSER 11 SANITARY NAPKIN DISPOSAL UNIT 12 RECESSED PAPER TOWEL DISPENSER / TRASH RECEPTACLE 13 WALL MOUNTED DIAPER CHANGING STATION 14 WALL TILE 15 BULLNOSE TILE 16 P.L. COUNTERTOP, COUNTERTOP AT BUSINESS CENTER TO PROVIDE FOR 24" DEEP COMPUTER TOWER CABINETS AND 6" OPEN SPACE BEHINDS CABINETS 17 4" P.L. BACKSPLASH 18 P.L. SKIRT 19 SOAP DISPENSER 20 MIRROR. PROVIDE TILE BEHIND MIRROR. PROVIDE TILT MIRROR AT HANDICAP STALLS ONLY. 21 PIPE PROTECTION @ KNEE SPACE 22 DOUBLE BOWL SINK 23 4" P.L. BACKSPLASH @ 36" HIGH COUNTERTOP. 6" P.L. BACKSPLASH @ 34" COUNTERTOP 24 DISHWASHER 25 SIDE -BY -SIDE REFRIGERATOR 2 COUNTERTOP MICROWAVE 27 3 28 HI/LOW WATER COOLER 29 FLOOR MOUNTED STANDARD WATER CLOSET 30 BASE CABINET 31 UPPER CABINET 32 FLOOR DRAIN. REFER TO MEP. 33 COVE BASE 34 LIGHT ABOVE MIRROR 35 REQUIRED 54"x48" CLEAR FLOOR SPACE 36 REQUIRED 48"x48" CLEAR FLOOR SPACE 37 SINGLE BOWL SINK 38 2x FRAMING 39 3/4" QUARTER ROUND WOOD TRIM, PAINTED 40 5/8" GYPSUM WALL BOARD 41 1/2" GYPSUM WALL BOARD 4 STANDARD 24" DEEP LOCKABLE COMPUTER TOWER CABINET WITH OPEN BACK FOR VENTILATION 43 3" 0 GROMMET FOR CABLES DIRECTLY BEHIND 2 CABINETS 44 ALL UPPER CABINETS IN BUSINESS CENTER TO HAVE LOCKS 45 ELECTRICAL BOX FOR OUTLET (HORIZONTAL) 46 CROWN MOLDING. SEE INTERIOR DESIGN DRAWINGS FOR DETAILS FORUME L 0 y ARCHITECTURE & INTERIOR DESIGN, INC. 01 PLANNING I ARCHITECTURE I INTERIOR DESIGN a 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 06 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL (/ Y co mo rn o I A__SET DISTRIBUTIONS: 11/25109 Progress S_ _ , „ a 12/09109 60% Progre Set 12/17/09 Bid Set r 03/02/10 Permit Set 0 T _ o _ D N_ _ U Q SHEET REVISIONS: N 0 01/25/10 1_ Misc. Coordination o 06/02/10 2 Misc. Coordination 2 08/25110 3 Misc. Coordination 3 U 2 a E 0 o -- a o a ID r fA C 0 U _ 0 _ C EDITED BY: JD PROJECT NO. 09-2587 Community Center Interior Elevations & Details Laundry Room Elevation 3/8"=1'-0" Mail Room Elevations 3/8"=1'-0" A5.46 ®SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A5.81 FOR FINISH SCHEDULE AND ADDITIONAL UNIT DETAILS FORUME (ED co r u a N N N N m O 0 N O N M C 0 w 0 a Unit Al Kitchen Elevations R. A rn , co O I ,LLLf\ Q 3/8=1'-0" 3/8=1'-0" BEDROOM END CONDITION BLDG. TYPE III N O , Unit Al Note Plan 1 BED/1 BATH 27'-2 1/4" (C.L. TO C.L.) 27'-0" (O.S. TO O.S.) i0 LIVING ROOM END CONDITION BLDG. TYPE I j, T-2" 0110'-0" - 3 -6� 3'-8" 9 -0 1' 0" 1' 2" 5'-0' , 0" 2'-8 I 0 BALCONY I � W.1.C. I I s 3 BEDROOM 0 LIVING ROOM / 1 V-4 1 /2„ _ 5'-4 1 /2" 3'-8 1 /2" 2'-5" 14'-1 1 /2" VERIFY (V O ih BATH N i N �1 --- O O O — O -- 7 o o i DINING ROOM 0 � CV (N � 5'-3112" 1'-7" 8'-61/2" 5'-6" 6'-1" 13 KITCHEN N O 0- N (N (N Oi r '-10" 4'41/2° L 5'-1" 15'-81/2" BEDROOM END CONDITION BLDG. TYPE III 'I / 1 /4"=1'-0" LIVING ROOM END CONDITION BLDG. TYPE I B REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES C REFER TO SHEETS A5.91 FOR CLEAR FLOOR SPACE PLANS D REFER TO SHEET A1.02 FOR UNIT LOCATIONS IN THE BUILDINGS KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 2x6 STUD WALL 02 MEDICINE CABINET 03 18" CERAMIC TOWEL BAR 04 FIBERGLASS SHOWER PAN 05 CERAMIC SOAP DISH 06 SHOWER CURTAIN ROD 07 ROLL -IN SHOWER WITH 2X2 FLOOR TILE & 1/4" RAISED MARBLE THRESHOLD 08 TUB 09 WATER CLOSET 10 LAVATORY 11 REMOVABLE IN -TUB SEAT: PROVIDE OWNER WITH COMPATIBLE SEATS (BREY-KRAUSE S-6018-SS OR SIM. ADA APPROVED) THAT SHALL BE AVAILABLE TO TENANTS UPON REQUEST. 12 4" P.L. BACKSPLASH TO MATCH COUNTERTOP 13 LIGHT ABOVE MIRROR 14 36" HIGH MIRROR, WIDTH TO MATCH VANITY 15 ROLL -OUT SHELF 16 TOILET PAPER HOLDER 17 6" SQ. CERAMIC TILE 18 2" CERAMIC TILE BULLNOSE 19 P.L. BAR TOP TO MATCH COUNTERTOP 20 DBL. BOWL KITCHEN SINK W/ DISPOSAL 21 RANGE W/ FRONT CONTROLS 22 COUNTERTOP MICROWAVE 23 SIDE -BY -SIDE REFREIGERATOR 24 DISHWASHER 25 FRONT LOAD WASHER 26 DRYER 27 WATER HEATER 28 HVAC UNIT: WRAP JAMB OPENINGS WITH 1 LAYER 5/8" FIRE RATED GYP. BD. 29 (2)12" DEEP ADJUSTABLE VINYL COATED WIRE SHELVES 30 18" SINGLE SHELF 31 (5)12" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 32 (5)16" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 33 CHANGE IN FLOORING MATERIAL 34 NOT USED A 35 RANGE HOOD 36 RANGE HOOD CONTROL SWITCH 37 ONE PIECE P.L. BACKSPLASH, 4" @ 36" HIGH COUNTERTOP, 6" @ 34" COUNTERTOP 38 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 39 SHOWER SPRAY UNIT W/ HOSE MIN 60" LONG 40 CONTROL AREA 41 GRAB BAR 42 MICROWAVE / HOOD COMBINATION 43 RANGE 44 REFRIGERATOR 45 PANTRY CABINET 46 WASHER 47 DRAWER CABINET LEGEND MAY NOT BE REFERENCED ON THIS SHEET FE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL �ET DISTRIBUTIONS: 11125109 a Progress Set 12109109 60% Progress S t 12/17109 Bid Set 03102J10 Permit Set 0 SHEET REVISIONS: 01/25110 1 Misc. Coordination 08/25/10 3 Misc._ Coordination 3 EDITED BY: PROJECT NO. 09-2587 Unit Al Plans & Interior Elevations A5.61 11 I I l-­77MITi TT ---- r 3/8=1'-0" 1 BED/1 BATH 1 /4=1'-O" n CC 0 a aw 9 N CV W 0 0 N 0 N W r_ 0 a a� 0 IZ C d I k-Unit A2 Bathroom Elevations - Roll In Shower Option M 3/8"=1 1-061 1a 06 13 17 ' 14 03 02 � - Nil 05 41 41 12 L ' 41 10 16 05 _ 09 47 OPEN 04 — 12' * 35" 15" 18" 30 CLEAR MIN ❑MIN._ , REQ. FILLER - END PANEL t 11111119110,10AII i„ 0 �e:' LIYV 1 /�IYLLV Vl�v 1 (-ll\LL ���v a �.,`JEL 3/8"=1'-011 3/8"=1'-0" END 1 BLI (NOT ABOI UFAS 1 BED/1 BATH END CONDITION BLDG. TYPE I (NOT ABOVE CLUBHOUS f 97129 1Id11 IC I Tn t` I i 1 /4"=1 1 -0" 27'-0" (O.S. TO O.S.) 71`-2" 10'-01, " 3'-6" 3'-8" 1 1 011 9'-0" 1 1 211 5'-0" 1 011 2'-8 p 0 N T BALCONY M r V T o tV I 3 I N r I BEDROOM N i LIVING ROOM I 6-41/2" 2'-6 1 /2" 4'-11 1 /2" 14'-1 1 /2" VERIFY b � N 1 N r M I � - N_ oa N In N BATH ❑ r- _ 000 � �� N ❑ i [1� — II ❑ j DINING ROOM _... N [F il-I N 1" 4-5 1/2" i 41-9" 4'-1\112' 41-11°' I i N KITCHEN i E= i F167-1, — o I 17'-21/2" 1'-10, -0 1/2" 3'-11" UFAS 1 BED/1 BATH 1/4"=1'-0" SHEET NOTE MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A5.81 FOR FINISH SCHEDULE AND ADDITIONAL UNIT DETAILS B REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES C REFER TO SHEETS A5.91 FOR CLEAR FLOOR SPACE PLANS D REFER TO SHEET A1.02 FOR UNIT LOCATIONS IN THE BUILDINGS KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 2x6 STUD WALL 02 MEDICINE CABINET 03 18" CERAMIC TOWEL BAR 04 FIBERGLASS SHOWER PAN 05 CERAMIC SOAP DISH 06 SHOWER CURTAIN ROD 07 ROLL -IN SHOWER WITH 2X2 FLOOR TILE & 1/4" RAISED MARBLE THRESHOLD 08 TUB 09 WATER CLOSET 10 LAVATORY 11 REMOVABLE IN -TUB SEAT: PROVIDE OWNER WITH COMPATIBLE SEATS (BREY-KRAUSE S-6018-SS OR SIM. ADA APPROVED) THAT SHALL BE AVAILABLE TO TENANTS UPON REQUEST. 12 4" P.L. BACKSPLASH TO MATCH COUNTERTOP 13 LIGHT ABOVE MIRROR 14 36" HIGH MIRROR, WIDTH TO MATCH VANITY 15 ROLL -OUT SHELF 16 TOILET PAPER HOLDER 17 6" SQ. CERAMIC TILE 18 2" CERAMIC TILE BULLNOSE 19 P.L. BAR TOP TO MATCH COUNTERTOP 20 DBL. BOWL KITCHEN SINK W/ DISPOSAL 21 RANGE W/ FRONT CONTROLS 22 COUNTERTOP MICROWAVE 23 SIDE -BY -SIDE REFREIGERATOR 24 DISHWASHER 25 FRONT LOAD WASHER 26 DRYER 27 WATER HEATER 28 HVAC UNIT: WRAP JAMB OPENINGS WITH 1 LAYER 5/8" FIRE RATED GYP. BD. 29 (2)12" DEEP ADJUSTABLE VINYL COATED WIRE SHELVES 30 18" SINGLE SHELF 31 (5)1211 VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 32 (5)16" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 33 CHANGE IN FLOORING MATERIAL 34 ",-NOT USED 35 RANGE HOOD 36 RANGE HOOD CONTROL SWITCH 37 ONE PIECE P.L. BACKSPLASH, 411 @ 36" HIGH COUNTERTOP, 6" @ 3411 COUNTERTOP 38 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 39 SHOWER SPRAY UNIT W/ HOSE MIN 60" LONG 40 CONTROL AREA 41 GRAB BAR 42 MICROWAVE / HOOD COMBINATION 43 RANGE 44 REFRIGERATOR 45 PANTRY CABINET 46 WASHER 47 DRAWER CABINET LEGEND MAY NOT BE REFERENCED ON THIS SHEET FE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES ­-�11 r I I I " I I ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL Y N m N m O �^ W < Q¢ N 0 0 o SEk DISTRIBUTIONS: a _ 11125109 _ . Progress Set w a 12109109 60"/o Progress Set _ _ 0 12117109 i Bid Set r 03102/10 Permit Set 0 _. N U N Q SHEET REVISIONS: 0 0 01/25/10 __,_, 1 ' . ,Misc. Coordination _ - ~06102/10_ 2 . _ Misc. Coordination 2. c 08125/10 3 Misc. Coordination 3 06 E 0 U. 0 a C 0 C C 0 E I 0 EDITED BY: N 0 .0 PROJECT NO. 09-2587 T ® SHEET NOTES 3 MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A5.81 FOR FINISH SCHEDULE AND ADDITIONAL UNIT DETAILS FORUME r ° 18 1a B REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR y ARCHITECTURE & °s 13 :1117 os 27 2s WINDOW SCHEDULES 17 INTERIOR DESIGN, INC. 17 a. 14 C REFER TO SHEETS A5.91 FOR CLEAR FLOOR SPACE' PLANNING I ARCHITECTURE I INTERIOR DESIGN .- I PLANS o 03 - 74 BALCONY o 5 orienta avenue, suite 1121 03 { 9'-6" X 5'-11 1 /2"� altamonte springs, fl 32701 12 41 41 F D REFER TO SHEET A1.02 FOR UNIT LOCATIONS IN THE phone: 407.830.1400 BUILDINGS fax: 407.830.4143 10 AA0002731 �_ _ -__ 09 05 41 I ®KEY NOTES www orumarc I ec ure com 15 05 05-_- ® MAY NOT BE REFERENCED ON THIS SHEET Q 08 (@) ! t! 2 O os , os - 01 2x6 STUD WALL ----------- ! 03 02 MEDICINE CABINET 0 n I c 30 18 4— REQ. I I 03 18" CERAMIC TOWEL BAR �F!Li.ER �FILLER ! 8 04 FIBERGLASS SHOWER PAN �:✓ 05 CERAMIC SOAP DISH 3 Unit Bathroom Elevations BEDROOM #2 LIVING ROOM BEDROOM #1 I N I I 11'-3 1 /2" X 11'-3 1 /2" 11'-10 1 /2" X 14'-0 1 /2" 13'-1 " X 10'-10 1 /2" 06 SHOWER CURTAIN ROD 3/8"=1'-0"' ' I x l 07 ROLL -IN SHOWER WITH 2X2 FLOOR TILE & 1/4" RAISED A A MARBLE THRESHOLD y 29 32 33 0 ■ O 41 I 08 TUB Meetinghouse - 29 — _ 09 WATER CLOSET 4) at Ze h rh i I Is � - --- �-- I � 10 � p Y —®— I I 0 10 LAVATORY Senior a I 4 19 s �8 1a 3 W.I.C. R 20 01 I BrTH 11 REMOVABLE IN -TUB SEAT: PROVIDE OWNER WITH °s l °° I 01 I o 33 A5.81 — — — _ 1 COMPATIBLE SEATS (BREY-KRAUSE S-6018-SS OR o Apartments — — — `fi 09 APPROVED) THAT 41 SIM ADA APPRO AT SHALL BE AVAILABLE TO �- �� — — A5.s3 TENANTS UPON REQUEST. ooa BATH #2 - 0 I I 4 12 MATCH COUNTERTOP 05 ! 41 I F I — — — C ' 4" P.L. BACKSPLASH TO 41 : ... 03 - CI of Z h ° -- E l A s 13 LIGHT ABOVE MIRROR L ty ephyr ills, FL 41 41 A5.63; _ DINING ROOM a 32 2s C - 3 I 14 36" HIGH MIRROR, WIDTH TO MATCH VANITY - 05 41 11'-8" X 9'-5" KITCHEN �A5.63,FI" 30 _ _. o: 05 - 33 s 15 ROLL -OUT SHELF ` - - - - - - - - r 1 0 \ - 5 A 46 -01 41 os O 16 TOILET PAPER HOLDER - 07 I 0 ,� ; 07 ..ta.,ti..._ �_. €.... _.... 17 6 SQ. CERAMIC TILE CL ell l BEDROOM #2 3s 43 44 BEDROOM #1 18 2" CERAMIC TILE BULLNOSEr , y m o END CONDITION END CONDITION 19 P.L. BAR TOP TO MATCH COUNTERTOP Q 3 BLDG. TYPE li BLDG. TYPE II &III 20 DBL. BOWL KITCHEN SINK W/ DISPOSAL Unit 1 +' Bathroom r®� r�l Elevations ®11 fro h oWe r O li o n 21 RANGE W/FRONT CONTROLS 3/8"=1'-0°' Unit B1 Note Pial1 22 COUNTERTOP MICROWAVE 1/4 "=1'-0" 2 BED/2 BATH 23 SIDE -BY -SIDE REFREIGERATOR o ET DISTRIBUTIONS: 24 DISHWASHER 1�125ros . ;_ Progress set a 12/09/09 60% Progress Set 25 FRONT LOAD WASHER N 12/17/09 Bid set 3T-11 3l4" (C.L. TO C.L.) .�°. 03/02110 Permit Set �8 ,8 I 26 DRYER L ILI3T 9112" (0.5. TO O.S.) °s 06 13 11'-8112" 12'-91t2" 13'-31/2° 27 WATER HEATER o 17 39 -- 17 6' 0" 5' 81/2" 3'-3" 2-81l2" 4'-6" 1' 4" 11 Dn 6'-6" 6'-9112° 28 HVAC UNIT: WRAP JAMB OPENINGS WITH 1 LAYER 518" Op W _ 14 I FIRE RATED GYP. BD. u 03 05 02 - 05 . v I _ 03 i 29 (2)12" DEEP ADJUSTABLE VINYL COATED WIRE ro - °' I /� C, SHELVES cc I 41 41 m. I 41 12 L 41- 41 16 BALCONY o 30 18" SINGLE SHELF m Q SHEET REVISIONS: a 05 o U) 05 i - Oo 09 d- "' p 01I25110 1_ Misc. Coordination o _ 31 (5 12"VINYL COATED WIRE LINEN SHELVES EQUALLY - - - M 47 I o SPACED o 06/02110 v 2 Misc. Coordination 2 cv 08125110 3_ . -- Misc._ Coordination-3 ._ .__ti ,' 32 (5)16" VINYL COATED WIRE LINEN SHELVES EQUALLY 0 04 04 _ -- - SPACED N 4 3 N 12° 36" 15" 1s° I 33 CHANGE IN FLOORING MATERIAL r oMIN. REQ. _ t. �, - ° — - -° FILLER I I 34' NOT USED 1 O I _ a N 35 RANGE HOOD ° - - �, ° - Unit 1 Bathroom ## 1 Elevations lI BEDROOM #2 LIVING ROOM BEDROOM #1 I 36 RANGE HOOD CONTROL SWITCH o - LO 3/$ =1 0 I I 37 ONE PIECE P.L. BACKSPLASH, 4 @ 36 HIGH 0. rl-o I COUNTERTOP, 6" @ 34" COUNTERTOP l ° 00 j " ' " ° 8' 1l2" 4'-0" 4'-9112" T-2" 5' 10" 38 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING LYi N 5 -61 f2 2 -4 112�3`-911�" M y 0 FIL LER ROD I c 0 33" 18" 30" 18" FILLER 24"' 33„ FILLER I I ° - 39 SHOWER SPRAY UNIT W/ HOSE MIN 60" LONG — - - — — — W.I.C. I o 40 CONTROL AREA - - - Cli ro 1 e I�' ; _ 41. GRAB BAR - o o/ NI ! \ / ♦ , \ c., T "B,4 42 MICROWAVE / HOOD COMBINATION o a� 42 24 \ / \ M 1 " "' EDITED BY: 20 o 0 0 � L_ 43 RANGE F \ / 12 19 12 i BATH #2 ! I � � I 7 — N 44 REFRIGERATOR � I ? PROJECT NO. 09-2587 44 \ / - I I o N 45 PANTRY CABINET z °3 — 47 I ul w DINING ROOM 43 l _ l l — l > J - KITCH _-N I v, �\ 1 \ / — ,� 1`> ,�i I\, I ✓ 2'-10112" 6 5 31/2 3' 21 46 WASHER a Ln - - Unit B1 Plans & w I` \\ �9, \ / `� — ®�' `�� \/ .�, \\\ M "_..._.- I 47 DRAWER CABINET S Interior Elevation 04 N O 0 W -. n n u n n n " r of Q 18 30 18 12 36 11 24 33r. T-11" 1 2 9' 1" 1'-10 F - - O FILLER FILLER FILLER n BEDROOM #1 LEGEND 9' 1 ' 10'-11 17'-9112' DA END CONDITION MAY NOT BE REFERENCED ON THIS SHEET U z BLDG. TYPE 11 & III FE FIRE EXTINGUISHER IN CABINET, a = Unit B1 Kitchen Elevations Unit B1 Floor Plan REFER TO GENERAL NOTES D A5.63 0 CK 3/8"=1'-0" 1 1 /4"=1'-0" a 2 BED/2 BATH ) ® SHEET NOTES 11 U U) 5 a 0 a cc 0 0 CV O C CD _o d Z a U w G) AIM :019% 1111�31111 I ILLLt\ Unit B2 Kitchen Elevations I c u M lwjmm i., f ILLLf\ Q END PANEL 2 3/8"=1'-011 MUM UFAS 2 BED/2 BATH 1 id" If' i Tn r 1 LOI 0 END CONDITION BLDG. TYPE II 1 /4"=1 '-011 38'-0" (O.S. TO O.S.) 11'-8 1 /2" 12'-9 1 /2" 13'-6" 6-0" 5'-8 1 /2" 3'-3" 2'-8 1/2' 4'- L011_ 11 6'-6" 7'41 � 0 1 r MI T I 1 C'3 BALCONY - - r I 0 — Ira I I I N � N 1 r BEDROOM #2 LIVING ROOM BEDROOM #1 I N 5'-6 1 /2" 2'-4 1 /2" 3'-9 1 /2" 8'-0 1 /2" 4'-3" 5'-0" 3'-2" 6-10" lo N' N --- , CV ' 1 N c, I °°° , G BATH #1 I— co 1 t cj EAT H #2 N o DINING ROOM Co � KITCHEN 10'-0 1 /2" 8'-2 1 /2" M N N � Q O N ao ZN 00 T o r N 7'-11 � 10'-S" 18'-3" U I 11 ___j I �. Unit B2 Floor Plan N 1 MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A5.81 FOR FINISH SCHEDULE AND ADDITIONAL UNIT DETAILS B REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR WINDOW SCHEDULES C REFER TO SHEETS A5.91 FOR CLEAR FLOOR SPACE PLANS D REFER TO SHEET A1.02 FOR UNIT LOCATIONS IN THE BUILDINGS KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 2x6 STUD WALL 02 MEDICINE CABINET 03 18" CERAMIC TOWEL BAR 04 FIBERGLASS SHOWER PAN 05 CERAMIC SOAP DISH 06 SHOWER CURTAIN ROD 07 ROLL -IN SHOWER WITH 2X2 FLOOR TILE & 1/4" RAISED MARBLE THRESHOLD 08 TUB 09 WATER CLOSET 10 LAVATORY 11 REMOVABLE IN -TUB SEAT: PROVIDE OWNER WITH COMPATIBLE SEATS (BREY-KRAUSE S-6018-SS OR SIM. ADA APPROVED) THAT SHALL BE AVAILABLE TO TENANTS UPON REQUEST. 12 4" P.L. BACKSPLASH TO MATCH COUNTERTOP 13 LIGHT ABOVE MIRROR 14 36" HIGH MIRROR, WIDTH TO MATCH VANITY 15 ROLL -OUT SHELF 16 TOILET PAPER HOLDER 17 6" SQ. CERAMIC TILE 18 2" CERAMIC TILE BULLNOSE 19 P.L. BAR TOP TO MATCH COUNTERTOP 20 DBL. BOWL KITCHEN SINK W/ DISPOSAL 21 RANGE W/ FRONT CONTROLS 22 COUNTERTOP MICROWAVE 23 SIDE -BY -SIDE REFREIGERATOR 24 DISHWASHER 25 FRONT LOAD WASHER 26 DRYER 27 WATER HEATER 28 HVAC UNIT: WRAP JAMB OPENINGS WITH 1 LAYER 5/8" FIRE RATED GYP. BD. 29 (2)12" DEEP ADJUSTABLE VINYL COATED WIRE SHELVES 30 18" SINGLE SHELF 31 (5)12" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 32 (5)16" VINYL COATED WIRE LINEN SHELVES EQUALLY SPACED 33 CHANGE IN FLOORING MATERIAL 34 ;NbT'USE 1 35 RANGE HOOD 36 RANGE HOOD CONTROL SWITCH 37 ONE PIECE P.L. BACKSPLASH, 4" @ 36" HIGH COUNTERTOP, 6" @ 34" COUNTERTOP 38 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING ROD 39 SHOWER SPRAY UNIT W/ HOSE MIN 60" LONG 40 CONTROL AREA 41 GRAB BAR 42 MICROWAVE / HOOD COMBINATION 43 RANGE 44 REFRIGERATOR 45 PANTRY CABINET 46 WASHER 47 DRAWER CABINET TEND CONDITION ®LEGEND I BLDG. TYPE II MAY NOT BE REFERENCED ON THIS SHEET 5'-9" FIRE EXTINGUISHER IN CABINET, FE REFER TO GENERAL NOTES FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL N mo o cCnLU or L Q EDITED BY: PROJECT NO. 09-2587 Unit B2 Plans & Interior Elevations A5.64 ., UFAS -2 BED/2 BATH AI .-1 i �i i ..1. Iti' II 1: Yu '- yi � i'.i.lni 1 illt Il-'1 I TT71. i1�IT i I 1-,� ----- F--FT I I —-.I CD rn u U Q N N CD 0 M 0 r 0 N N N C: O O 'd LV -/ TRUSS BRG z 0 a w z_ Q 12 �5 1X4 BELOW SOFFIT 1 m 4 3 M 0. 6.61 Building •- Partial Front 12 6 ownsM1 12 �6 G7 R 1 X12 R 1 X6 12 12 �6 _z: 6 06 11 X8 12 a6 r 03 06.6 1 _1 Uj Uj 08 ® SHEET NOTES 3 MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR GENERAL NOTES FORUME B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION o ASSEMBLIES N ARCHITECTURE & O, 28'-T C ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL - , INC. INTERIOR DESIGN TRUSS BRG LAP SIDING TO BE WOOD GRAIN TEXTURE y PLANNING I ARCHITECTURE I INTERIOR DESIGN a 0 OIL24'_0" D REFER TO SHEETS A9.11 & A9.21 FOR DOOR & 0 745 orients avenue, suite 1121 TRUSS BRG WINDOW DETAILS altamonte springs, fl 32701 phone:407.830.1400 06 fax: 407.830.4143 02 ® KEY NOTES AA0002731 01 MAY NOT BE REFERENCED ON THIS SHEET www.forumarchitecture.com 15;_0 " " 01 TYPICAL FASCIA TRIM: 2x8 ALUM. CLAD Q — TRUSS BRL CONTINUOUS FASCIA BOARD W/ ALUMINUM DRIP OL 12'-0" 1 EDGE ABOVE @ ROOF PERIMETER. SEE SHEET ��TRUSS BRG I " A7.03 FOR SOFFIT DETAILS. ,. 0 06 1 X8 c 10 02 ROOF SYSTEM PER SPECS. ®rn N i 03 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ; ❑ ELEVATION: 6" EXPOSUREOL y o'-0" FIN FLR X 04 FIBER CEMENT HORIZONTAL LAP SIDING AS PER 06 1X6 ELEVATION: 4" EXPOSUREIS 05 FIBER CEMENT SHINGLE SIDING AS PER 3 Meeting house ELEVATION E at Ze phyrh i I IS 1 /8 =1 -0 06 FIBER CEMENT TRIM BOARD: WIDTH AS Senior w I INDICATED. PROVIDE FLASHING AS NECESSARY z_ L Apartments o J I N v 07 WINDOWS & DOORS PER SCHEDULES. PROVIDE 0 1x4 TRIM AROUND WINDOWS & DOORS, UNO Q w o 02 08 ALUM. GUTTERS & DOWNSPOUTS WHERE o City of Zephyrhills, FL 05 2 INDICATED. COLOR TO BE SELECTED BY OWNER. Ui 0 COORDINATE LOCATIONS WITH ROOF PLAN AND SITE CONDITIONS. N C 0 06 1 x4T09 ONE-PIECE CORNER TRIM: 1X4X4 ; s 2 P os � 28'-7" 10 FIBER CEMENT PANEL �,. [ —] N Y TRUSS BRG a m 11 BUILDING SIGN & LIGHT. CONTRACTOR TO w - - - VERIFY & COORDINATE BUILDING SIGN & LIGHT �© 1 ' LOCATION , f FIN FLR % OL 18'-53/4" 12 BALCONY RAILING: PROVIDE 42" HIGH ALUM ° - TRUSS BRG SYSTEM WITH ELECTROSTATIC PAINT (ESP) -41 .6 FINISH. COLOR TO BE SELECTED BY OWNER SET DISTRIBUTIONS: 10' -2" 13 DECORATIVE ALUMINUM FRAME a w25/0s Progress Set _ KA _:.. _ _ - FIN FLR m ° 12109I09 60 /° Progress Set _ _ TRUSS BRG 14 12" ROUND DECORATIVE FOAM LOUVER r 12/17I09 _Bid Set l 03/02110 Permit Set 15 18" ROUND DECORATIVE FOAM LOUVER C 0'-01' 16 DECORATIVE FOAM BRACKET FIN FLR 33 m s_ 17 STEEL GUARDRAIL 1 /8"=1'-0" 24'-0" ELEVATIONS REVISED - TRUSS BRG SWING DOOR & WINDOW REPLACED SLIDING GLASS DOOR AT BALCONIES 02 06 1 X12 - ELEVATIONS REVISED FOR _ 12' 0- ACTUAL 8' STUD CHANGE. TRUSS BRG 1 05 ® KEY PLAN =a 06 1 X8 03 = -- 09 _ OIL 0'-011 FIN FLR ,3 2 AL 1 EDITED BY: PROJECT NO. 09-2587 A6.11 I li k: :11; ..I - i,l fitll-11-IT'.II: f :,liii -: -,-;I-�— I:II ITS - — 1111 11 -- I . , 11 � 1 1 /8"=1 '-0" U 0 7t 00 m 0 0 (V N N 0) C O O 147 Z U 0 wd J 0-3 � �1 222 6 I ;o e i - rarval Dear tievation r-% .1 1 I I fd T—I d° 15'-0" HEEL HGT 12 15 �Out t7 — — — 06 1 X4 � 03 Efflawmi - - m ,'Nam . - m �! �1► m r • m. Building Typ - Pa iaal Rear Elevation • IN I 12 5 03 0306 04 1 X8 18 12 ® SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR GENERAL NOTES 06 1X4 BELOW SOFFIT 02 B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION 01 ASSEMBLIES 16 C ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL —OL 28-7 TRUSS BRG LAP SIDING TO BE WOOD GRAIN TEXTURE 17 04 D REFER TO SHEETS A9.11 & A9.21 FOR DOOR & = 03 WINDOW DETAILS �� 06 1 X10 _ = - FIN FLR ® KEY NOTES --_ - - OIL18' 5 3l4° MAY NOT BE REFERENCED ON THIS SHEET TRUSS BRG 01 TYPICAL FASCIA TRIM: 2x8 ALUM. CLAD - CONTINUOUS FASCIA BOARD W/ ALUMINUM DRIP - os 1x8 EDGE ABOVE @ ROOF PERIMETER. SEE SHEET = 10'-2" A7.03 FOR SOFFIT DETAILS. FIN FLR OL 8'-4 1/2" 02 ROOF SYSTEM PER SPECS. TRUSS BRG = 03 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ELEVATION: 6" EXPOSURE _ 0'-0" FIN FLR 04 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ELEVATION: 4" EXPOSURE 05 FIBER CEMENT SHINGLE SIDING AS PER 1 /8"=1'-0" ELEVATION 06 FIBER CEMENT TRIM BOARD: WIDTH AS INDICATED. PROVIDE FLASHING AS NECESSARY 07 WINDOWS & DOORS PER SCHEDULES. PROVIDE 1x4 TRIM AROUND WINDOWS & DOORS, UNO 06 1X4 BELOW SOFFIT 08 ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED. COLOR TO BE SELECTED BY OWNER. COORDINATE LOCATIONS WITH ROOF PLAN AND I OL 35'-61/8" SITE CONDITIONS. BRG ITRUSS 09 ONE-PIECE CORNER TRIM: 1X4X4 IOL 28'-7" TRUSS BRG 10 FIBER CEMENT PANEL 11 BUILDING SIGN & LIGHT. CONTRACTOR TO � VERIFY & COORDINATE BUILDING SIGN & LIGHT VERI . 20 31/4 ___ --- FIN FLR LOCATION / OL 18'-5 3/4" - - - TRUSS BRG 12 BALCONY RAILING: PROVIDE 42" HIGH ALUM RAIL SYSTEM WITH ELECTROSTATIC PAINT (ESP) 1 FINISH. COLOR TO BE SELECTED BY OWNER F_- gk F N FLR 13 DECORATIVE ALUMINUM FRAME ___ - 8'-41/2" TRUSS BRG 14 12" ROUND DECORATIVE FOAM LOUVER 15 18" ROUND DECORATIVE FOAM LOUVER OL FIN FLR 16 DECORATIVE FOAM BRACKET 17 STEEL GUARDRAIL rBEHIND FIBER CEMENT TRIM ON MAIN FLAT WALL 1/8"=1'-0" COLUMN TO ALLOW FOR PAINT COLOR ANGE (INSTALL AT ALL FLOORS). ALIGN TRIM RECEIVE RAILING. SEE 7/A7.71. X4 BELOW SOFFIT O6 1 X4 OL 28'-7" TRUSS BRG 1 /8"=1 '-0" 3 m aFORUM 0 a L 2 ARCHITECTURE & 0. INTERIOR DESIGN, INC. c y PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 0a fax: 407.830.4143 AA0002731 u www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL Y m 7 � 0 Q 06/02/10 2 Misc. Coordination 2 08/25/10 3 Misc. Coordination 3 EDITED BY: U z PROJECT NO. 09-2587 z 0 Building Type _ I _ 2 Elevations w z w U w L x IU I� Q IA6.12 0 w 9 - '87 12 5 1 X4 29' 6. 62 e 11 - LeTi Elevation 1X4 BELOW SOFFIT 1 X4 12 00 T It X8 20� FIN FLR 1 /8"=1'-0" r1% .1 I ■ 12 5� Building T 1 X41M6.62 e 11 - Right Elevation e 11 - Partial Front Elevation X4 BELOW SOFFIT �5 \ 1 SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET 1X4 BELOW SOFFIT A REFER TO SHEET A1.03 FOR GENERAL NOTES 1X4 B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION 12 ASSEMBLIES w z_ J U 545 02 01 C ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL 28'-7" LAP SIDING TO BE WOOD GRAIN TEXTURE TRUSS BRG 03 D REFER TO SHEETS A9.11 & A9.21 FOR DOOR & Os WINDOW DETAILS .:'.. - 06 1 X4 w 06 2 i KEY NOTES _ F�N FLR6 _ 18'-5 3/4" MAY NOT BE REFERENCED ON THIS SHEET TRUSS BRG 01 TYPICAL FASCIA TRIM: 2x8 ALUM. CLAD ,77 - 05 CONTINUOUS FASCIA BOARD Wf ALUMINUM DRIP os o61x_o 1xs EDGE ABOVE @ ROOF PERIMETER. SEE SHEET - � 10'-211 A7.03 FOR SOFFIT DETAILS. - FIN FLR ROOF SYSTEM PER SPECS. TRUSS BRG 02 -- 03 03 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ELEVATION: 6" EXPOSURE FIN FLR 04 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ELEVATION: 4" EXPOSURE 05 FIBER CEMENT SHINGLE SIDING AS PER ELEVATION 1 /8"=1'-0" 06 FIBER CEMENT TRIM BOARD: WIDTH AS INDICATED. PROVIDE FLASHING AS NECESSARY 07 WINDOWS & DOORS PER SCHEDULES. PROVIDE 1x4 TRIM AROUND WINDOWS & DOORS, UNO 08 ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED. COLOR TO BE SELECTED BY OWNER. COORDINATE LOCATIONS WITH ROOF PLAN AND SITE CONDITIONS. 09 ONE-PIECE CORNER TRIM: 1X4X4 28'-T' _OL TRUSS BRG 10 FIBER CEMENT PANEL 11 BUILDING SIGN & LIGHT. CONTRACTOR TO _ 20'-31/4" VERIFY & COORDINATE BUILDING SIGN & LIGHT FIN FLR LOCATION dk 18'-5 3/4" -- TRUSS BRG 12 BALCONY RAILING: PROVIDE 42" HIGH ALUM RAIL = SYSTEM WITH ELECTROSTATIC PAINT (ESP) I ' FINISH. COLOR TO BE SELECTED BY OWNER 10'-2" -� FIN FLR = OL 8'-41/2" 13 DECORATIVE ALUMINUM FRAME = TRUSS BRG 14 12" ROUND DECORATIVE FOAM LOUVER - _ 15 18" ROUND DECORATIVE FOAM LOUVER 0'-0„ FIN FLR 16 DECORATIVE FOAM BRACKET 17 STEEL GUARDRAIL 1X4 BELOW SOFFIT IIII11111111111111111111■ '—�"�'�� 'G 08 18 03 i2 18 07 6.61 SIM 11 03 03 d 18 3 3 06 9X�0 2 3 1 /8"=1'-0" fu -, TRUSS BRG O6 1 X4 ___0 ELEVATIONS REVISED - 08 SWING DOOR & OL20'-31/4" WINDOW REPLACED T FIN FLR OIL 18'-53/4" SLIDING GLASS DOOR TRUSS BRG AT BALCONIES 3 06 1X 10 2 - �`"� ELEVATIONS REVISED FOR OL 10 ACTUAL 8' STUD CHANGE T FIN FLR `' . - - 1 TRUSS BRG 03 ® KEY PLAN 2 3 m a FORUME 2 y ARCHITECTURE & INTERIOR DESIGN, INC. 01 PLANNING I ARCHITECTURE I INTERIOR DESIGN c 0 0 745 orienta avenue, suite 1121 altamonte springs, 1132701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 t www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL Y N � m � — Wof SET ISTRIBUTIONS: 11125109 Progre5s Set- 12/09/09. 60% Progress Set 12/17/09 Bid Set - 03/02/10 Permit Set Q SHEET REVISIONS: 01/25/10 1 Misc. Coordination 06/02/10 2 Misc. Coordination 2 08125110 3 Misc. Coordination 3 EDITED BY: PROJECT NO. 09-2587 Z i 0 Building Type o W Elevations z 06 W F_ U W F_ U D: A6,21 D 0 LL Q 1 1 /8"-1'-011 cs� u M U a CU 0 04 N N C O 70 O a 3 N N co O 00 LO N C O a- U O IL co LO N 12 5 12 5 ��� 12 5 18 LLI Z .J r Q Type 11 - Partial Rear Elevation X4 SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & Al.05 FOR CONSTRUCTION ASSEMBLIES C ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP SIDING TO BE WOOD GRAIN TEXTURE D REFER TO SHEETS A9.11 & A9.21 FOR DOOR & WINDOW DETAILS ® KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 TYPICAL FASCIA TRIM: 2x8 ALUM. CLAD CONTINUOUS FASCIA BOARD W/ ALUMINUM DRIP EDGE ABOVE @ ROOF PERIMETER. SEE SHEET A7.03 FOR SOFFIT DETAILS. 02 ROOF SYSTEM PER SPECS. 03 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ELEVATION: 6" EXPOSURE 04 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ELEVATION: 4" EXPOSURE 05 FIBER CEMENT SHINGLE SIDING AS PER ELEVATION 06 FIBER CEMENT TRIM BOARD: WIDTH AS z INDICATED. PROVIDE FLASHING AS NECESSARY v 07 WINDOWS & DOORS PER SCHEDULES. PROVIDE Q 1x4 TRIM AROUND WINDOWS & DOORS, UNO 06 1X4 BELOW SOFFIT 08 ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED. COLOR TO BE SELECTED BY OWNER. OL 34'-10 1/81, COORDINATE LOCATIONS WITH ROOF PLAN AND TRUSS BRG SITE CONDITIONS. OL 09 ONE-PIECE CORNER TRIM: 1X4X4 28'-7" TRUSS BRG 10 FIBER CEMENT PANEL � 11 BUILDING SIGN & LIGHT. CONTRACTOR TOOL r' 20'-31/4" VERIFY & COORDINATE BUILDING SIGN & LI HT FIN FLR LOCATION OL 18'-5 314' --t — - TRUSS BRG 12 BALCONY RAILING: PROVIDE 42" HIGH ALUM RAIL - SYSTEM WITH ELECTROSTATIC PAINT (ESP) FINISH. COLOR TO BE SELECTED BY OWNER _ FIN FLR o 8' 4112° 13 DECORATIVE ALUMINUM FRAME - TRUSS BRG 14 12" ROUND DECORATIVE FOAM LOUVER o o„ 15 18 ROUND DECORATIVE FOAM LOUVER FIN FLR Q7 16 DECORATIVE FOAM BRACKET 17 STEEL GUARDRAIL rBEHIND FIBER CEMENT TRIM ON MAIN FLAT WALL 1/8"=1'-0" COLUMN TO ALLOW FOR PAINT COLOR ANGE (INSTALL AT ALL FLOORS). ALIGN TRIM RECEIVE RAILING. SEE 7/A7.71. 1X4 BELOW SOFFIT 1 /8"=1'-0" L ONS REVISED - OOR & REPLACED GLASS DOORONIES 3 ELEVATIONS REVISED FOR ACTUAL 8' STUD CHANGE. A ® KEY PLAN 1 2 1w_ I — FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone:407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 3 Meetinghouse E at Zephyrhills Senior Apartments 0 C 0 N U V El`City of Zephyrhills, FL 0 0 C 0 SAT DISTRIBUTIONS: 11125109 _ _Progress Set , 12/09109 60% Progress Set _ 12/17109 _ Bid Set 03/02/10 Permit Set Q SHEET REVISIONS: 01/25/10 , ; 1 Misc. Coordination 06/02110 2 Misc. Coordination 2 08/25110 3 Misc. Coordination 3 EDITED BY: z PROJECT NO. 09-2587 z 0 0 Building Type 11 W Elevations z W F_ U 0! W H I U D: A6.22 0 it T I I lam, I - 1 11 1" SHEET NOTES co a to N ti m m 0 N 04 N 0 0 12 5� 12 5 "Pn 1X4 BELOW SOFFIT 1X4 1 /8"=1'-0" 12 12 5 5 W, X4 BELOW SOFFIT X4 12 5 04j03 O6 1 X8 x8 28'-7" TRUSS BRG 20'-31 /4" FIN FLR 18'-5 3/4" 10'-2" FINA FLR 8'-4112" 1 /8"=1'-0" 12 �5 MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP SIDING TO BE WOOD GRAIN TEXTURE D REFER TO SHEETS A9.11 & A9.21 FOR DOOR & WINDOW DETAILS ® KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 TYPICAL FASCIA TRIM: 2x8 ALUM. CLAD CONTINUOUS FASCIA BOARD W/ ALUMINUM DRIP EDGE ABOVE @ ROOF PERIMETER. SEE SHEET A7.03 FOR SOFFIT DETAILS. 02 ROOF SYSTEM PER SPECS. 03 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ELEVATION: 6" EXPOSURE 04 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ELEVATION: 4" EXPOSURE 05 FIBER CEMENT SHINGLE SIDING AS PER ELEVATION 06 FIBER CEMENT TRIM BOARD: WIDTH AS INDICATED. PROVIDE FLASHING AS NECESSARY 07 WINDOWS & DOORS PER SCHEDULES. PROVIDE lx4 TRIM AROUND WINDOWS & DOORS, UNO 08 ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED. COLOR TO BE SELECTED BY OWNER. COORDINATE LOCATIONS WITH ROOF PLAN AND SITE CONDITIONS. 09 ONE-PIECE CORNER TRIM: lX4X4 10 FIBER CEMENT PANEL 11 BUILDING SIGN & LIGHT. CONTRACTOR TO f VERIFY & COORDINATE BUILDING SIGN & LIGHT LOCATION 12 BALCONY RAILING: PROVIDE 42" HIGH ALUM RAIL SYSTEM WITH ELECTROSTATIC PAINT (ESP) FINISH. COLOR TO BE SELECTED BY OWNER 13 DECORATIVE ALUMINUM FRAME 14 12" ROUND DECORATIVE FOAM LOUVER 15 18" ROUND DECORATIVE FOAM LOUVER 16 DECORATIVE FOAM BRACKET 17 STEEL GUARDRAIL !TO FIBER CEMENT TRIM ON MAIN FLAT WALL IND COLUMN TO ALLOW FOR PAINT COLOR NGE (INSTALL AT ALL FLOORS). ALIGN TRIM RECEIVE RAILING. SEE 7/A7.71. ELEVATIONS REVISED - SWING DOOR & WINDOW REPLACED SLIDING GLASS DOOR AT BALCONIES 4 A6.6 MIRROR ELEVATIONS REVISED FOR' ACTUAL 8' STUD CHANGE. A ARCHITECTURE & INTERIOR DESIGN, INC. n PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, tl 32701 phone: 407.830.1400 f fax: 407.830.4143 ' AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL / Y �Cq N m N SET DISTRIBUTIONS: 11/25/09 _ Progress_Sel_ 1 12109109 60%fl Progress Set _ 1217i09 Bid Set 013/02/10 Permit Set Q SHEET REVISIONS: 01/25/10 1 Misc. Coordination 06102,/10 2 Misc. Coordination 2 08/25/110 3 Misc. Coordination 3 - DITED BY: ROJECT NO. 09-2587 A6.31 l AFT I, l[T-1- r I lr-( 1 Ir -1- L- i,i..., IIJI'.� 1, tl -.. , . I - I .-; l- I __ -IT I I - ..--�I 1-- 1 /8"=1'-0" SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR GENERAL NOTES FORUME CU 0 U) ti 7t m 0 0 N N N 0 a� 0 a Jim 111 Illlfllrlll 11 B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP SIDING TO BE WOOD GRAIN TEXTURE D REFER TO SHEETS A9.11 & A9.21 FOR DOOR & WINDOW DETAILS KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 TYPICAL FASCIA TRIM: 2x8 ALUM. CLAD CONTINUOUS FASCIA BOARD W/ ALUMINUM DRIP EDGE ABOVE @ ROOF PERIMETER. SEE SHEET A7.03 FOR SOFFIT DETAILS. 02 ROOF SYSTEM PER SPECS. 03 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ELEVATION: 6" EXPOSURE 04 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ELEVATION: 4" EXPOSURE 05 FIBER CEMENT SHINGLE SIDING AS PER ELEVATION 06 FIBER CEMENT TRIM BOARD: WIDTH AS INDICATED. PROVIDE FLASHING AS NECESSARY 07 WINDOWS & DOORS PER SCHEDULES. PROVIDE 1x4 TRIM AROUND WINDOWS & DOORS, UNO 08 ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED. COLOR TO BE SELECTED BY OWNER. COORDINATE LOCATIONS WITH ROOF PLAN AND SITE CONDITIONS. 09 ONE-PIECE CORNER TRIM: 1X4X4 10 FIBER CEMENT PANEL 11 BUILDING SIGN & LIGHT. CONTRACTOR TO VERIFY & COORDINATE BUILDING SIGN & LIG LOCATION 12 BALCONY RAILING: PROVIDE 42" HIGH ALUM RAIL SYSTEM WITH ELECTROSTATIC PAINT (ESP) FINISH. COLOR TO BE SELECTED BY OWNER 13 DECORATIVE ALUMINUM FRAME 14 12" ROUND DECORATIVE FOAM LOUVER 15 18" ROUND DECORATIVE FOAM LOUVER 16 DECORATIVE FOAM BRACKET 17 STEEL GUARDRAIL 18 1x6 FIBER CEMENT TRIM ON MAIN FLAT WALL BEHIND COLUMN TO ALLOW FOR PAINT COLOR CHANGE (INSTALL AT ALL FLOORS). ALIGN TRIM TO RECEIVE RAILING. SEE 7/A7.71. ELEVATIONS REVISED - SWING DOOR & WINDOW REPLACED SLIDING GLASS DOOR AT BALCONIES 06 1X4 BELOW SOFFIT _OL 34'-10118" I TRUSS BRG h 10' 2" T FIN FLR h 8-4 1/2" TRUSS BRG N C 0 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL in % CD r0 O W � SET DISTRIBUTIONS: 11125109 Progress Set 12109109 601/, Progress et,_ 12/17/09 Bid Set 03/02/10 Permit Set 0 SHEET REVISIONS: 01125110 1 Misc. Coordination 06/02/10 2 Misc. Coordination 2 08125110 3 Misc. Coordination 3 EDITED BY: U z PROJECT NO. Building Type III Elevations 09-2587 z a U 11 1 I 1 111 1T it i 1 oii _-rn-_._T _i _ I,. i.T—_ ELEVATIONS REVISED FOR ACTUAL 8' STUD CHANGE. A1 1 /8"=1 '-0" A6.32 u v a rn 00 m 0 0 N N N c 0 B 0 IL 3 8'-1118" Ah,-� TRUSS BRG V- I; in • - 0 = 7i Elevator 15'-0" — — — 06 1 X6 TRUSS BRG 02 05 ,.' 09 TRUSS BRG ..'. 061X8 03 06 1 X6 FIN FLR 1D Enlarged Elevation k%-Lol @ Clubhouse Side _..Il= I I'll Enlarged Elevation @ Clubhouse Rear Enlarged Elevation Clubhouse Front 1X6 1 /4"=1 1-011 06 1 X4 TRUSSI 8'-5 3/4" 'RUSS BRG 1X8 1X8 1X8 Enlarged Elevation @ Clubhouse Front �E�narged Elevation Enlarged Elevation ® SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES C ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP SIDING TO BE WOOD GRAIN TEXTURE D REFER TO SHEETS A9.11 & A9.21 FOR DOOR & WINDOW DETAILS ® KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 TYPICAL FASCIA TRIM: 2x8 ALUM. CLAD CONTINUOUS FASCIA BOARD W/ ALUMINUM DRIP EDGE ABOVE @ ROOF PERIMETER. SEE SHEET A7.03 FOR SOFFIT DETAILS. 02 ROOF SYSTEM PER SPECS. 03 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ELEVATION: 6" EXPOSURE 04 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ELEVATION: 4" EXPOSURE 05 FIBER CEMENT SHINGLE SIDING AS PER ELEVATION R 06 FIBER CEMENT TRIM BOARD: WIDTH AS INDICATED. PROVIDE FLASHING AS NECESSARY 07 WINDOWS & DOORS PER SCHEDULES. PROVIDE 1x4 TRIM AROUND WINDOWS & DOORS, UNO �x ING 08 ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED. COLOR TO BE SELECTED BY OWNER. COORDINATE LOCATIONS WITH ROOF PLAN AND SITE CONDITIONS. 09 ONE-PIECE CORNER TRIM: 1X4X4 10 FIBER CEMENT PANEL - NO SEAMS ON COLUMNS 11 BUILDING SIGN & LIGHT. CONTRACTOR TO VERIFY & COORDINATE BUILDING SIGN & LIGF[_,_, LOCATION 12 BALCONY RAILING: PROVIDE 42" HIGH ALUM RAIL SYSTEM WITH ELECTROSTATIC PAINT (ESP) FINISH. COLOR TO BE SELECTED BY OWNER 13 DECORATIVE ALUMINUM FRAME 14 12" ROUND DECORATIVE FOAM LOUVER 15 18" ROUND DECORATIVE FOAM LOUVER os 1 X4 14 16 DECORATIVE FOAM BRACKET 05 os 1X8 17 ELECTRICAL METERS & EQUIPMENT: G.C. TO COORDINATE SIZE & LOCATION W/ ELECTRICAL IL 28'-7" TRUSS BRG ' AND CIVIL DRAWINGS. 07 18 ELECTRICAL CONDUIT 03 19 DOWNSPOUT COUPLING TO SOLID DRAIN PIPE 12 20 SOLID DRAIN PIPE 05 09 21 POP-UP EMITTER FIB N FLR 22 ELBOW dk 18'-5 3l4" TRUSS BRG' 23 GROUND os 1 X8 24 SEALANT 25 BEAM / HEADER PER STRUCTURAL 12 05 26 BUILDING WRAP 09 IL 10'-2" 27 7/16" OSB SHEATHING FIN FLff— IL 8'-41l2" 28 SELF -ADHERING MEMBRANE TRUSS BRG,.' os 1X8 29 TERMITE SHIELD 30 FLASHING MI 31 GABLE TRUSS PER STRUCTURAL ELEVATIONS REVISED - SWING DOOR & WINDOW REPLACED SLIDING GLASS DOOR AT BALCONIES 3 m aFORUME L 0 ARCHITECTURE & INTERIOR DESIGN_ INC_ m PLANNING I ARCHITECTURE I INTERIOR DESIGN m 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL 0 W 0 Q� N J in � mo 0 j lv l �¢ S T DISTRIBUTIONS: L i 11/25/09 _ Progress Set_ 12/09/09, 60% Progress Set 12117109 _ Bid_Set 03102110 i y Permit Set i i n 0 SHEET REVISIONS: 01125110 1 Misc. Coordination i 08/25/10 i 3 Misc. Coordination 3 i L I EDITED BY: PROJECT NO. 09-2587 i Elevation Details A6.61 .l 1 /4"=1 '-0" 1 /4"=1'-0" Mobil.�m.� �. L.I. 4.l. il.i.. i. I , Fit 1. 1 /4"=1 '-0" 00 11 U Q co c� N M 0 0 N N 04 0) C 0 0 rN Arm ® SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR GENERAL NOTES. B REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES ® KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 CONC. FND. & SLAB: PER FND. PLANS, DETAILS, AND SCHEDULE 02 BASEBOARD TRIM: PROVIDE 31/4" COLONIAL STYLE WD., PAINT COLOR PER OWNER 03 LEDGER: (2) 2X12 ATTACHED WITH (2)1/2"0 X 5" LONG LAG SCREWS 04 TRIM BAND: FIBER CEMENT TRIM BOARD, WIDTH AS INDICATED OR PER ELEVATION. TRIM BANDS TO CONT. AROUND ALL SIDES OF COLUMNS. PROVIDE ALL REQUIRED FLASHING AND COUNTERFLASHING FOR SPECIFIC CONDITIONS 05 CONT. SILL SEALER, TYP. 06 BALCONY RAILING: PROVIDE 42" HIGH ALUM RAIL SYSTEM WITH ELECTROSTATIC PAINT (ESP) FINISH. COLOR TO BE SELECTED BY OWNER 07 FIBERGLASS BATT INSULATION 08 LADDER TRUSS W/ VERTICAL MEMBERS @ 16" O.C. 09 7/16" EXT. GRADE SHEATHING / DRAFTSTOPPING. 10 FURRING CHANNELS HORIZONTAL SPACED @ 24" VERTICALLY 11 BEAM/HEADER: REFER TO STRUCTURAL FRAMING PLANS AND DETAILS 12 DOUBLE TOP PLATE, TYP. 13 2 X 10 TOP PLATE, TYP. 14 BACKER ROD 15 FIBER CEMENT SIDING OVER BUILDING WRAP. SEE ELEVATIONS FOR DESIGN / 16 CONT. 2 X 4 (P.T. WHEN USED ON EXT.) 17 FIBER CEMENT PANEL 18 METAL FLASHING 19 (2) LAYERS 5/8" FIRE -RATED GYP. BD. (EXT. GRADE @ ALL EXT, CONDITIONS) 20 FOAM BRACKET. REFER TO 4 / A6.62 FOR DETAILS 21 CONT. BEAD OF SEALANT 22 (1) LAYER 5/8" EXT. GRADE FIRE -RATED GYP. BD. 23 2X4 FIREBLOCKING 24 SELF -ADHERING MEMBRANE FLASHING 25 STARTER STRIP 26 BUILDING WRAP r ,27 LEDGER: (2) 2X6" ATTACHED TO VERT. TRUSS"` MEMBERS W/ 3/8" 0 LAG SCREWS AT QUARTER POINTS, EVERY PANEL aFORUME L 0 N ARCHITECTURE & INTERIOR DESIGN, INC. m PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL Cd p ET DISTRIBUTIONS: 11125/09 Progress Set a 12/09/09 60% Progress S 12117/09 Bid Set Y 03/02/10 Permit Set 0 w 0 N_ L N a U m SHEET REVISIONS: N p 01/25/10 1 Misc. Coordination L 0 U N L E a LL 0 a o L - -- -- CL L « L N 0 U L C !D « EDITED BY: PROJECT NO. 09-2587 Exterior Wall & Balc. Sections —1F-1 I _7T_ 0 _ —1 1 T__ 1 /2"=1'-0" Not Used Exterior Wall 1 1 /2"= V-0" &Typ. 1 1 /2"=1'-0°' @ Perpendicular Floor Truss --- - - - A7.01 00 it co U CO LO 1P N M 0 0 N N N 0) C O O r.l z U ct ,a I 8 W 2 8.04 GI NI CLOSET= 15, _�.� BALCONY FC-1 CLOSET W-2 1 1 /2"=1'-0" UNIZ Soffit Detail Upper Floors Balcony Column End Detail Continue Waterproofing all sides of column PER ROOF PLAN Soffit Detail @Gable 1 1 /2"= V-0" 1 1 /2"=1'-O" Balcony End Detail 6"=1'-0" � Balcony Detail 1'-4" @ Unit Wall Soffit Detail Balcony Detail r-.2901 BALCONY X4 BALCONY ®SHEET NOTES A. REFER TO A1.03 FOR GENERAL NOTES. B. REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES ® KEY NOTES 01 2X DOUBLE TOP PLATE 02 BEAM/HEADER: REFER TO STRUCTURAL FRAMING PLANS AND DETAILS 03 BUILDING WRAP 04 PRE-ENGINEERED ROOF TRUSS PER STRUCTURAL 05 (2) 2X4 P.T. PAINTED TO MATCH TRIM 06 2X BLOCKING AS NEEDED 07 ALUM. T-BAR INSTALLED W/ SPACERS UNDER FOR MOISTURE DRAINAGE AND DISSIMILAR MATERIAL SEPARATION 08 GALV. METAL EDGE FLASHING 09 METAL FLASHING 10 PRE-ENGINEERED FLOOR TRUSS PER STRUCTURAL 11 SELF -ADHERING MEMBRANE 12 PROVIDE CONT. BEAD URETHANE SEALANT, USE BACKER ROD IF NEEDED 13 FIBER CEMENT PERFORATED SOFFIT W/ INSECT SCREEN 14 16" X 8" SOFFIT VENT W/ INSECT SCREEN. REFER TO ATTIC VENTILATION CALCULATIONS. 15 GALV. METAL BASE FLASHING 16 7/16" OSB SHEATHING (15/32" P.T. PLYWOOD @ FIRST FOUR FEET) 17 5/8" EXT. GRADE, FIRE -RATED, GYPSUM BOARD 18 FIBER CEMENT SIDING OVER BUILDING WRAP. SEE ELEVATIONS FOR PATTERNS / STYLES. 19 TRIM BAND: FIBER CEMENT TRIM BOARD, WIDTH PER ELEVATION. TRIM BANDS TO BE ON ALL SIDES OF COLUMNS. PROVIDE ALL REQ'D FLASHING FOR SPECIFIC CONDITIONS. 20 ALUM. GUTTERS & DOWNSPOUTS 21 FIBER CEMENT PANEL 22 TYPICAL FASCIA TRIM: 2x8 ALUM. CLAD CONTINUOUS FASCIA BOARD W/ ALUMINUM DRIP EDGE ABOVE @ ROOF PERIMETER. 23 NON -PERFORATED FIBER CEMENT SOFFIT AT GABLES, INSTALLED PER MFR. 24 1/2" THRU-BOLTS, (2) ON EACH SIDE OF EACH TRUSS, SPACED 2" FROM TOP & 1" FROM BOTTOM 25 DUBE 6EDE;SC E I 1 X'LN LAG SCREWS @ 12" O.C. STAGGERED FROM TOP TO BOTTOM OF LEDGER 26 INSULATION BAFFLE: MAINTAIN 1 1/2" AIR SPACE BELOW ROOF DECK @ ALL EAVES, TYP. 27 T-BAR SPACER TO ALLOW FOR DRAINAGE: DOUBLE 4" X 4" 60 MIL ELASTOMERIC MEMBRANE SPACED 10-12" O.C. 28 BALCONY RAILING: PROVIDE 42" HIGH ALUM. RAIL SYSTEM W/ ELECTROSTATIC PAINT (ESP) FINISH. COLOR TO BE SELECTED BY OWNER. 29 ELASTOMERIC MEMBRANE SYSTEM: RUN LAP SEAMS IN DIRECTION OF SLOPE 30 STARTER STRIP 31 2X6 FRAMING @ 16" O.C. 32 HORIZONTAL KICKER AT EACH END OF ROOF SECTION 33 ELECTRICAL BOXES 34 ELECTRICAL CONDUIT 35 2X SOLID BLOCKING TURNED PERPENDICULAR TO WALL FRAMING 36 DOUBLE 2X6 W/ 1/2" FLITCH PLATE 37 DOOR & FRAME PER SCHEDULE 38 WOOD TRUSS W/ VERTICAL MEMBERS @ 24" O.C. 39 PROVIDE 2X4 BLOCKING AT TOP AND BOTTOM OF DRAFTSTOPPING DOOR 40 1 PAIR SELF -CLOSING HINGES TO ENSURE DRAFTSTOPPING DOOR CLOSES 41 HASP LATCH 42 DRAFTSTOPPING DOOR: MADE OF 7/16" OSB 43 KRAFT FACED BATT INSULATION SECURELY RETAINED IN PLACE @ INTERVALS NOT EXCEEDING 10' 44 DOUBLE 2X STUD 10" O.C.,IN AREAS W/ UNINTERRUPTED ALLS > 1) 45 1 1/2" WIDE CONT. STRIP 1/2" GYP. FIRE BLOCKING 46 RESILIENT CHANNELS 47 DRYER VENT COVER 48 FIRE EXTINGUISHER CABINET 49 WASHING MACHINE OUTLET BOX AiL ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone:407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: EDITED BY: PROJECT NO. Section Details A7.03 09-2587 ,&I 1 1 /2"= V-0" @ End ,7 J, I I . 1 1 1 4 .. .,, A .JIII. _ ,�I , i I ..,:A . I 1 17lT___1 lu. - I - - _F_F__T , -T-_ - I , I 1 1 /2"=1'-O" I- --. f. -- --II - -i _ff- - - 00 u a� CU U U) a L0 co 0 m 0 0 N N N 0) C O N O a tm 3 Ak 12'-0" TRUSS BRG Cricket Behind Entry Tower 311 = 1'-01, CRICKET ROOF TRUSS — DESIGNED SO WALL BEARS ON TOP CHORD Jij .. .. �„ 5 A9.21, r m I' { A9.11 Section at Entry Tower 2'-0" 1 /2"=1 '-0" (2)1x12 19'-7" _ WINDOW HEAD 04 1 X4 2 A921 4 A9.21 1X4 OVER (2)1X12 2 A6.61 04 1X8 OVER P.T. 2X8 OL 12' 4114" B/ FRAMING AT FRONT OPENING o'-o° 1B A6.62 15'-0" TRUSS BRG 12'-0' TRUSS BRG ® SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR GENERAL NOTES. B REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLIES ® KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 1 04 1x6 01 CONC. FND. & SLAB: PER FND. PLANS, DETAILS, AND 17 SCHEDULE - 19 02 BASEBOARD TRIM: PROVIDE 31/4" COLONIAL STYLE 04 18 WD., PAINT COLOR PER OWNER 17 04 1X6 03 ' LEDGER: (2) 2X12 ATTACHED WITH (2)1/2"0 X 5" 18 _ Q LONG LAG SCREWS @ 16" OC 04 TRIM BAND: FIBER CEMENT TRIM BOARD, WIDTH AS 04 DRIP INDICATED OR PER ELEVATION TRIM BANDS TO Section at Veranda Ceiling CONT. AROUND ALL SIDES OF COLUMNS. PROVIDE 3/4"=1'-0" ALL REQUIRED FLASHING AND COUNTERFLASHING FOR SPECIFIC CONDITIONS 05 CONT. SILL SEALER, TYP. 06 BALCONY RAILING: PROVIDE 42" HIGH ALUM RAIL SYSTEM WITH ELECTROSTATIC PAINT (ESP) FINISH. RC-2 COLOR TO BE SELECTED BY OWNER 07 FIBERGLASS BATT INSULATION 08 LADDER TRUSS W/ VERTICAL MEMBERS @ 16' O.C. 09 7/16" EXT. GRADE SHEATHING / DRAFTSTOPPING. 10 FURRING CHANNELS HORIZONTAL SPACED @ 24" VERTICALLY 11 BEAM/HEADER: REFER TO STRUCTURAL FRAMING 04 1X8 PLANS AND DETAILS a1 12 DOUBLE TOP PLATE, TYP. 13 17 2 X 10 TOP PLATE, TYP. 19 14 BACKER ROD — — 18 — 15 FIBER CEMENT SIDING OVER BUILDING WRAP. SEE 04 1x6 ELEVATIONS FOR DESIGN 04 16 T CONT. 2 X 4 (P.T. WHEN USED ON EXT.) DR(P 17 FIBER CEMENT PANEL 18 METAL FLASHING - ----- - _ 19 (2) LAYERS 5l8" FIRE -RATED GYP. BD. (EXT. GRADE @ ALL EXT. CONDITIONS) 20 FOAM BRACKET, REFER TO 4 / A6.62 FOR DETAILS. 21 CONT. BEAD OF SEALANT 79 1111 AVPP r%IA" PYT r:ROr11= FIRE-RATFrI r;VP nn 3 m FORUME r 0 6 ARCHITECTURE & dc INTERIOR DESIGN_ INC- �' PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 0 745 orienta avenue, suite 1121 2 altamonte springs, fl 32701 C phone: 407.830.1400 06 fax: 407.830.4143 AA0002731 t www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 11125109 , , Progress Se 12/09109 60% Progre- s Set 12117I09 Bid Set 03/02110 Permit Set Q SHEET REVISIONS: 01/25/10 1 MISC. COORDINATION 06/02/10 2 Misc. Coordination 2 08/25/10 3 Misc. Coordination 3 EDITED BY: GB PROJECT NO. 09-2587 Building Type I Sections Center 1 /4"=1 '-0" A7.11 N r v CU v a M N N cu 0 0 N O N M C O O 111 rLCY-T I= UFAS @ Upper Floors 6°°=1'-0" Oil, woo • • UFAS @ Ground Floor i A !�liq a � s UNIT DOOR SCHEDULE (D DOOR FRAME SIZE MARK DESC. TYPE W H TH AREA MATL. MATL. REMARKS 1 EXT. A T-0" 6'-8" 1 3/4" 20 S.F. MTL. MTL. 45 MIN. DR RATING 2 EXT. D T-0" 6-8" 1 3/4" 20 S.F. MTL./GL. MTL. SOLID CORE W/ DOOR STOPPER TO PROTECT GLAZING @ CLOSET DOOR KNOB UNITS Al & A2 3 INT. A 2'-10" 6'-8" 13/8" WOOD WOOD 4 INT. B 2'-0" 6'-8" 13/8" WOOD WOOD 5 INT. B 2'-6" 6'-8" 13/8" WOOD WOOD 6 INT. B T-0" 6'-8" 13/8" WOOD WOOD # NO BOTTOM TRACK AT LAUNDRY 7 INT. B (2)2'-0" 6'-8" 13/8" WOOD WOOD 8 INT. B (2)2'-6" 6'-8" 13/8" WOODI WOOD 9 EXT. A 6'-0" 6'-8" 1 3/4" 40 S.F. I MTL. I MTL. 1 45 MIN. DR RATING J NOTE: 1) ALL EXTERIOR GLAZING SHALL BE IMPACT GLASS. M, 1 6"=1'-0" EXT INT 08 Typical Bi-Fold Door Dead Jamb Similar InteriorDoor 6"=1'-0" @ Rated Wall 6"=1 '-0" DOOR FRAME SIZE MARK DESC. TYPE W H TH AREA MATL. MATL. REMARKS 10 EXT. D (2)3'-0" 8'-0" 1 3/4" 48 S.F. MTL./GL. MTL. W/ PANIC HARDWARE 11 EXT. D 3'-0" 8'-0" 1 3/4" 24 S.F. M T L./GL. MTL. W/ PANIC HARDWARE, CARD READER - VERIFY W/ ALARM, DEADBOLT 12 EXT. D T-0" 6'-8" 1 3/4" 20 S.F. MTL./GL. MTL. CARD READER - VERIFY W/ ALARM, DEADBOLT - SMOKE RATED SEALS 13 EXT. A 3'-0" 6'-8" 1 3/4" 20 S.F. j MTL. MTL. 45 MIN. DR RATING - SOLID CORE, DEADBOLT 14 EXT. E T-0" 6'-8" 1 3/4" 20 S.F. MTL. MTL. SOLID CORE 15 EXT. A (2)3'-0" 6'-8" 1 3/4" 40 S.F. MTL. MTL. 45 MIN. DR RATING - SOLID CORE, DEADBOLT 16 INT. D (2)3'-0" 6-8" 13/8" 40 S.F. MTL.iGL. WOOD (2) -1 OPERABLE / 1 FIXED LOCKSET W/ HEAD AND FOOT BOLT(FIXED) 17 INT. D (2)3'-0" i 8'4' _13/8' 48 S.F. IMTL./GL. WOOD (2) -1 OPERABLE / 1 FIXED LOCKSET W/ HEAD AND FOOT BOLT(FIXED) 18 INT. D (2)3'-0" &4' 13/8" 48 S.F. MTL./GL. WOOD PANIC HARDWARE 19 INT. A T-0" 8'-0" 13/8" 24 S.F. 1 WOOD WOOD PANIC HARDWARE 20 INT. D T-0" 8'-0" 13/8" 24 S.F. IMTL./GL. WOOD CARD READER - VERIFY W/ ALARM, DEADBOLT 21 INT. D 3'-G" 6'-8" 13/8" 20 S.F. MTL./GL. WOOD OFFICE LOCKSET 22 INT. A T-0" 6'-8" 13/8" 20 S.F. I WOOD WOOD OFFICE LOCKSET 23 INT. A (2)3'-0" 6'-8" 13/8" 40 S.F. , WOOD WOOD DEADBOLT 24 EXT. D T-0" 6'-8" 1 3/4" 20 S.F. MTL./GL. MTL. 45 MIN. DR RATING - W/ CLOSER AND SMOKE RATED SEALS 25 INT. A 2'-0° 6-8' 1 3/8" 1 .3 S.. W O O D OFFICE LOCKSET h M COMMUNITY CENTER DOOR SCHEDULE ® SHEET NOTES A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 AND A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO STRUCTURAL DRAWINGS FOR WIND PRESSURE REQUIREMENTS D REFER TO SHEET A7.92 FOR PENETRATION AND WINDOW INSTALLATION DETAILS ® KEY NOTES 01 FIBER CEMENT SIDING OVER BUILDING WRAP 02 EXT. GRADE SHEATHING PER ASSEMBLIES 03 GYPSUM BOARD 04 SEALANT 05 SHIM AS NECESSARY, 1/4" MAX NOTE: 1) ALL EXTERIOR GLAZING SHALL BE IMPACT GLASS. n 06 ALUMINUM THRES OLD S T IN ONT. BEADS 0 SEALANT 07 DOOR AS PER SCHEDULE 3 08 FRAME AS PER SCHEDULE 09 LIGHTWEIGHT CONC SLAB 10 STUDS AS PER FRAMING SCHEDULE 11 HEADER AS PER FRAMING SCHEDULE G !°� ©s L.3A (D ® 12 INTERIOR 2X WALL 6-PANEL 6-PANEL NOT USED GLASS FLUSH W/ VENT 13 FLOOR TRUSS DOOR BI-FOLD DOOR DOOR i 14 METAL FLASHING 08 07 15 CONT. CAULKING 16 WATERPROOF MEMBRANE - 06 18 17 WOOD TRIM 15 � 09 18 DOOR SWEEP 3 11 31 19 BI-FOLD TRACK I 27 — 22 03 35 "_6 20 BI-FOLD DOOR 24 21 GYP. BD. RETURN d t 3 Y.:` a : a a. i, rJ a k 26 16 W 22 BLOCKING I .3 y , 23 FIBER CEMENT TRIM BAND, WIDTH PER ELEVATION 25 DETAILS ,I BreezeWa Ext. Door Threshold 24 DECK SHEATHING 3 611=1'-0'" T. FILLER A RE IRED IF RESILIENT 17 @Upper Floors 25 CON S QU J 07 CHANNELS ARE USED IN WALL ASSEMBLY 08 26 RESILIENT CHANNELS AS REQUIRED PER _ ASSEMBLIES AND MFR. RECOMMENDATIONS 18 4 27 METAL COUNTERFLASHING I'L_j 15 06 28 BUILDING WRAP i f i 08 1 SLOPE ' 29 SELF ADHERING MEMBRANE � 30 CONCRETE SLAB 3 Exterior Door Dead N 15 6„=1'-0'° � 31 GYP-CRETE TOPPING THIN SET PAVER INSTALL PER MANUFACTURER 32 METAL BASE FLASHING Exterior Door Threshold 33 FIBER CEMENT STARTER STRIP 2 6=1-0 a° ° " 34 NO SEALANT @ Ground Floor w/ Pavers 08 35 MASTIC CANT STRIP 07 F2AIGHT & 1:2 MAX SLOPE BEVEL ANSITION STRIPTOM SEALILE FLOOR 3 m >' FORUME ARCHITECTURE & INTERIOR DESIGN, INC. .m PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 Z altamonte springs, fl 32701 C phone: 407.830.1400 06 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET ISTRIBUTIONS: 11125I09 Progress Set 12/09/09 60% Progress Set 12/17/09 Bid Set 03/02/10 Permit Set Q SHEET REVISIONS: 01125110 1 Misc. Coordination 08/25/10 3 Misc. Coordination 3 EDITED BY: JT, JD PROJECT NO. 09-2587 A901 1 ID .• 111 161 �• q - • f 6"=1'-0" Interior Door Jamb @ Rated Wall 6"=1'-0" rA'* Exterior Door Jamb 6=1 "—n "e "Ground zewa Ext. Door Threshold 13 @ Floor N 11 N CO U 00 N N 0 0 N 0 N 0) 0 (1) 0 I I J 611 _ 1 1-01; ioi N Window Sill Detail Transom @ Window / Window 107 Window Sill Detail @ Tower Band UNIT WINDOW SCHEDULE 1 DESC. . SIZE AREA (SF.) HD. HGT. A.F.F. REMARKS MARK TYPE W H A SINGLE HUNG 1 3'-0" 5'-0" 15 F 7'-2" B ISINGLE HUNG 2 (2) 3'-0" 5'-0" 30 71-211 C FIXED 3 3'-011 3'-0" 9 7'-2" f 1 D SINGLE HUNG 4 2'-0" 6'-0" 12 8'-011 E SINGLE HUNG 1 } X-0" 6'-0" 18 8'-0" F SINGLE HUNG 2 i(2)3'4" 6'-0" 36 8'-011 �G FIXED 8 ' 2'-0" 1'-6" 3 10'-1 1/4' H FIXED 9 3'-0" 1'-6" 4.5 10'-11/4' J ICINGLE HUNG 1 3'-0" 4'-0" 12 8'-011 K FIXED 10 1 6'-011 2'-011 12 10'-71/4' L FIXED 11 61-0i' 1'-611 9 10'-11/4' M FIXED 6 , 3'-011 4'-411 13 8'-0" INTERIOR N FIXED_ 7 3'-011 6'-011 18 8'-0" INTERIOR P FIXED 12 4'-0" 5'-0" 20 6'-8" INTERIOR R FIXED 7 3'-0" 17 S SINGLE HUNG 5 2'-0" 4'-0" 8 19'-7" @ TOWER T FIXED 13 6'-0" 4'-4" 26 8'-0" INTERIOR U ISINGLE HUNG 1 4'-0" 5'-0" 20 7'-211 NOTE: 1) REFER TO SHEET S4.01 FOR ADDITIONAL DESIGN CRITERIA 2) ALL EXTERIOR GLAZING SHALL BE IMPACT GLASS 3) ALL EXTERIOR GLAZING SHALL BE DOUBLE PANE, ENERGY STAR RATED 611 = 1 1-011 Window Sill Detail Window Jamb Detail 6"=1'-0" 6f1=1'-011 Transom @ Window / Door Typical �f Window Head Detail L 611= 1 1-011 Typical Window Sill Detail 6"=1'-0" Typical ® SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR GENERAL NOTES B REFER TO SHEETS A1.04 AND A1.05 FOR CONSTRUCTION ASSEMBLIES C REFER TO STRUCTURAL DRAWINGS FOR WIND PRESSURE REQUIREMENTS D REFER TO SHEET A7.92 FOR PENETRATION AND WINDOW INSTALLATION DETAILS ® KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 1 FIBER CEMENT SIDING 2 EXT. GRADE SHEATHIN2 3 GYPSUM BOARD 4 SEALANT; PROVIDE BACKERROD AS NECESSARY 5 SHIM AS NECESSARY, 1/4" MAX 6 FIBER CEMENT TRIM BOARD: WIDTH PER ELEVATION DETAILS. TOTAL TRIM THICKNESS TO BE BUILT UP AS NECESSARY TO PROVIDE 1/4" MIN. BEYOND WINDOW FRAME FOR SEALANT BEAD 7 WINDOW AS PER SCHEDULE 8 SELF ADHERING MEMBRANE 9 NAILING FIN WITH ACRYLIC URETHANE SEALANT AT TOP AND SIDE FINS 10 STUDS AS PER FRAMING SCHEDULE 11 HEADER AS PER SCHEDULE 12 INTERIOR 2X WALL 13 MARBLE SILL 14 METAL FLASHING ti. 15 CONT. CAULKING 16 SCREEN 17 NO SEALANT 18 BUILDING WRAP 19 GYP. BD. RETURN 20 FIBER CEMENT STARTER STRIP 21 FIBER CEMENT PANEL Q FORUMN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL EDITED BY: JT, JD U z PROJECT NO. 09-2587 z c7 Lu rn Window Schedule o R & Details W z __ _ . _ W U W F I U I A9.21 0 @ Double and Triple 'I r- � �- i iI 7-- I i- T---T 11 1 1 T r B-1 ° e - IPLAN KEY NOTES: ! W�8O2 j ! 1. 2" VENT DOWN. I ° 2" ! € ° 2. 2" VTR !" ! ! 1 3. 1/2" HW & CW DOWN IN WALL AND CONNECT TO ! 14.8 �l I l-.--�✓-,e. � ..w�,`�.----.-------------------------4. -" CW DOWN IN WALL AND CONNECT TO FIXTURE(S). f I; I 0' ° 5. PIPING ABOVE CEILING. I 3 10 ! -� - 6. 3" SANITARY PIPING DN. I ` " I Ci ii I 7. `� CW & HW DOWN AND CONNECT TO FXTURE(S). l g. i`4" HW DOWN AND CONNECT 70 COMMERCIAL DRYER. I I 9. 11�" CW &" HW DOWN AND CONNECT TO FIXTURE(S). I HOT WATER RETURN 3 I .A ;u " " I 1 LINE WAS REMOVED. ,, � 4 m AIR ADMITTANCE VALVE. `' I 10. I I I " " I ���_� , I a , 11. �� CW & ) HW DOWN AND CONNECT TO FIXTURE(S). NEW WATER HEATER I I ! 1 I " ' ° I a ' EWH-4 HAS BEEN I I I I a!—?"� , :r FLT-1 I 12. CW FOR TRAP PRIMER DEVISE. REFER TO DETAIL '2 ON I X�" ,I I PROVIDED TO SUPLY SHEET P14.00 FOR MORE INFORMATION. I I �> I WC- 4 ° - T HOT WATER TO THE I 13. �� CW LINE FOR POOL AND POOL SHOWER. ` I • I ; "PREP AREA" & THE ! 1 & I " I ° I 14. SHUT-OFF VALVE IN BOX. � i I �'� ? "RFSTROQMS". TM 5 . I 4 i " I Y ! ! ! I FC: i " 4" 4" il tI t°4" I p®�� �� ����.���� ���®®��___ol �� ��� —4" 4--1 4 ®®� a 4" FCO s — —� ®— — --�--- — — --®— — 1 ---®— — �---- — — — — r — — — 1y2 I I � I I I ;x 3 �s% Fp,EL L/jq 41'i1 ........ S0 o .•No. 6078 •. SGM ENGINEERING, INC■ MEP CONSULTING ENGINEERS -a STAT� W a 935 Lake Baldwin Lone TEL- (407) 767-5188 F P • • (� Baldwin Park, FAX:(407) 767-5772 �'O�, •,..L•��t� •.'G\`� Orlando, Florida 32814r EB-00006208 ( Project number: 29122 �i�, G3fVIAo www.sgmengineering.com Jo�eI fe I L. AOAIN-FL60785 Copyright ©2009 SGM Engineering, Inc. FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: Z� SHEET REVISIONS: 01/25/10 _1 Miscellaneous Coordination 08/25/10 3 Miscellaneous Coordination 3 EDITED BY: PROJECT NO. 09-2587 Common Area Enlarged Plumbing Plan P14.71 " 2 \� d 4" 74 " 0 Lk W # L ilk NOT TO SCALE 2 , HOT WATER RETURN 3 LINE WAS REMOVED. "CW NEW WATER HEATER • EWH-4 HAS BEEN PROVIDED TO SUPLY HOT WATER TO THE "PREP AREA" & THE "RESTROOMS". I I Y4"HW 1 1 y4" 'I #. NOT TO SCALE PLAN KEY NOTES: (D 1. PROVIDE GREY -WATER TRAP PRIMER. REFER TO DETAIL #5 ON SHEET P14.00 FOR MORE INFORMATION. 2. V CW FOR TRAP PRIMER DEVISE. REFER TO DETAIL #2 ON SHEET P14.00 FOR MORE INFORMATION. 3. 1Y" CW UP TO UNITS. REFER TO SHEET P14.13 FOR CONTINUATION. 4. PROVIDE GREY -WATER TRAP PRIMER FOR EL2 LOCATED IN MECHANICAL ROOM. REFER TO DETAIL #5 ON SHEET P14.00 FOR MORE INFORMATION. 5. )in CW FOR TRAP PRIMER DEVISE FOR ED_-1 & . REFER TO DETAIL #2 ON SHEET P14.00 FOR MORE INFORMATION. X" TO HOSE BIBB 2"VTR NI �.NI CIA "I s 2"VTR j `Nwe' 1 1 rR 6 NI 1 P14.80 1 ?,► r2" 'X`UR-1 � n' s �- 2" 3" N >_LN0 FLR » I 1/ NI ``� to "4 30 1 I �� ! 1 I 0 I� s ( /" Ole C-41 3 .� P `�i 1 / 1 ! " 1 1 C-4I ! 3. 'loop/ rR 7114, » �- i I WB 1 I so rR 3 2*VTR P14.80 / P14.80 7EF�CO 1.1 WB-1 4% / �1. /r 3 °I ``o � 04 ." o \ I N11 fu \tee I \ \ ! »� R8 P14.80 \ 4 / Ms-1 I� \ / I 2" "46of -2 SANITARY RISER DIAGRAM D \ NOT TO SCALE 2Wl \ 1 \4` I \ I AAV \ Y ! KS-2 I I 1 SK-2 R / 101*1 2"VTR / \2» / / / / "! 3jo 3 f�1 NI 1 "-'r_.o 3" �! ®�� I " REFER TO DETAIL #8 FOR MORE INFORMATION. "" ' 1 / I' M FD-2 \ 1 / \ " / \ \ \ I \ 2"VTR �� I > FCO � 2 ss I ' 1 �. I I I / --� 1 till / -41 1 1 » L-2 j j 1 WC- 3" �I I - ! I " \< I » ON�» 1 \JZ111 ! FD-1 �``:•�';GEN •.� SGM ENGINEERING, INC. " " 1 `NO.6 5 � *� MEP CONSULTING ENGINEERS 3 - : 935 Lake Baldwin Lane TEL: (407) 767-5188 SANITARY MISER �ilAt�iRAM STA, : ttt Baldwin Park, FAX:(407) 767-5772 ,. � ;. F P, .� � � Orlando, Florida 32814 �r � 0 ,d ` \„�S `., EB-00006208 • ,• •• Project number: 29122 NOT TO SCALE �'�i�SS' ` www.agmengineering.com �JOS IN-FL60785 Copyright ©2009 SGM Engineering, Inc. FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: L_ SHEET REVISIONS: EDITED BY: z PROJECT NO. 09-2587 2 U P 14.82 0 LL 0 WATER HAMMER ARRESTOR SCHEDULE .FIFE al FIXTURE UNIT MANUFACTURER AND PART NUMBER 5M -SJLE RANGE PPP ISC-500A 1/2" A 1-11 WILKINS #1250-A WATTS #SG-050 PPP #SC-750B 3/4" B 12-32 WILKINS #1250-B WATTS #SG-075 PPP SC-1000C 1' C 33-60 WILKINS #1250-C WATTS #SG-100 PPP #SC-1250D 1-1/4' D 61-113 WILKINS #1250-D WATTS #SG-125 PPP #SC-1500E 1-1/2' E 114-154 WILKINS #1250-E WATTS SG-150 PPP #SC-2000F 2" F 155-330 WILKINS 1250-F WATTS SG-200 WATER HAMMER ARRESTOR NOTES: 1. AIR CHAMBERS ARE NOT AN ACCEPTABLE EQUAL TO WATER HAMMER ARRESTORS AND SHALL NOT BE INSTALLED 2. SIZE PER MANUFACTURER'S RECOMMENDATIONS. EQUIPMENT SCHEDULE MARK FIXTURE SOIL/ VENT COLD HOT MANUFACTURER DESCRIPTION WASTE WATER WATER IMODEL WB-1 WASHER BOX 2" 2" 3/4" 3/4' OATEY -RECESSED 9"x8"x3" HIGH IMPACT PLASTIC WASHER BOX W/2' OFFSET DRAIN, #38933 1/4" TURN VALVES, MOUNTED WATER HAMMER ARRESTORS AND 12"01" FACE PLATE FRAME. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. HB-1 HOSE BIBB - - 3/4" - WOODFORD - CONCEALED NON -FREEZE, WALL HYDRANT, COMPLETE WITH BRONZE BODY, #824 ALL BRONZE INTERIOR PARTS, REPLACEABLE SEAT WASHER, INTEGRAL VACUUM I BREAKER, KEY -OPERATED CONTROL VALVE, AND 3/4' FEMALE IP INLET CONNECTION STANDARD. NICKEL BRONZE BOX AND HINGED COVER. AVAILABLE WITH 3/4" MALE HOSE CONNECTION. INCLUDES OPERATING KEY. FD-1 FLOOR DRAIN 3" - - - WATTS - EPDXY COATED CAST IRON FLOOR DRAIN WITH ANCHOR FLANGE, REVERSIBLE #FD-100-A CLAMPING COLLAR WITH PRIMARY AND SECONDARY WEEPHOLES, ADJUSTABLE ROUND NICKEL BRONZE STRAINER, AND NO HUB (STANDARD) OUTLET. FD-2 FLOOR DRAIN SIZE/ - - - WATTS - HEAVY DUTY, EPDXY COATED CAST IRON FLOOR DRAIN WITH ANCHOR FLANGE, DWG, #FD-100-B REVERSIBLE CLAMPING COLLAR WITH PRIMARY AND SECONDARY WEEPHOLES, ADJUSTABLE ROUND NICKEL BRONZE STRAINER, AND NO HUB (STANDARD) OUTLET. STRAINER SIZE 8*0. FD-3 FLOOR DRAIN 3" - - - WATTS - EPDXY COATED CAST IRON AREA DRAIN WITH ANCHOR FIANGE, WEEPHOLES, #FD-460-F 12-Y4" X 12-Y4" SQUARE FIXED TOP WITH DUCTILE IRON GRATE AND NO NUB (STANDARD) OUTLET. RD-1 RAIN DRAIN 3" - - - WATTS - HEAVY DUTY, EPDXY COATED CAST IRON FLOOR DRAIN WITH ANCHOR FLANGE, IFD-100-B REVERSIBLE CLAMPING COLLAR WITH PRIMARY AND SECONDARY WEEPHOLES, ADJUSTABLE ROUND NICKEL BRONZE STRAINER, AND NO HUB (STANDARD) OUTLET. STRAINER SIZE 8"0. LT-1 LINT TRAP 3" - - - ZURN - LINT INTERCEPTOR, INLET & OUTLET 3', 70 GPM, SIZE = 25"x25, NON-SKID #Z1185-RS SECURED COVER, STAINLESS LINT INTERCEPTING SECONDARY SCREEN ASSEMBLY AND PERMANENT PRIMARY STRAINING BAFFLE. GT-1 GREASE TRAP 3" - - - ZURN - NLET & OUTLET 3", 50 GPM, SIZE = 37"L x 25"W x 18'D, ABOVE GROUND. GT2702-50 PROVIDE VENT CONNECTIONS. CLEANOUT SCHEDULE AAE APPUCATION MANUFACTURER FINISHED FLOORS J.R. SMITH #4033L; WADE JW-6000-1; ZURN IZN-1400 FINISHED FLOORS, HEAVY DUTY J.R. SMITH #4113L; WADE IW-6000-Z; ZURN #ZN-1400-HD FCO CERAMIC AND TERRAllO AREAS J.R. SMITH #4193L; WADE #W-6000-U-1; ZURN #ZN-14O0-Z UNFINISHED AREAS J.R. SMITH #4239L; WADE #W-6000-Z; ZURN #Z-1400-HD CO/ LINE CLEANOUTS J.R. SMITH #4472T; WADE #W-8590-E; ZURN #ZS-1468 STACK CLEANOUTS J.R. SMITH #4532S; WADE #W-8560-E; ZURN #Z-1446 WCO ECO OUTSIDE AREAS J.R. SMITH #4239L; WADE #W-6000-Z; ZURN #Z-1400-HD NOTES: 1. INSTALL ECO IN 12"x12"x4" THICK CONCRETE PAD. TOP OF PAD ELEVATION TO BE 2' ABOVE FINISHED GRADE. 2. PROVIDE ALL CLEANOUTS WITH WIDE ANCHOR FLANGE & CRIMPING DEVICE. ATTACH CLEANOUTS TO MEMBRANE IN FLOOR. WHEN CLEANOUTS ARE LOCATED IN NON -MEMBRANE FLOORS, THEY SHALL BE FLASHED IN COMPLIANCE WITH THE SPECIFICATIONS. 3. PROVIDE LINE & STACK TYPE WALL CLEANOUTS WITH ACCESS COVERS. WATER HEATER SCHEDULE MARK/UNIT EAH-1 EWH-3 EWH-4 MANUFACTURER A.0 SMITH AO SMITH BRADFORD WHITE BRADFORD WHITE MODEL NO. ECLN-40 ECL-50 M-2-8OR6DS M-2-5OT6DS TYPE ELECTRIC ELECTRIC ELECTRIC ELECTRIC I GALLONS 40 50 80 50 VOLT/PHASE/Ha 208/1/60 208/1/60 208/2/60 208/2/60 KW 4.5 4.5 4.5 4.5 NO. OF ELEMENTS SINGLE ELEMENT SINGLE ELEMENT DUAL ELEMENT DUAL ELEMENT GPH RECOVERY ® 70• ®T 26 26 91 51 DIMENSIONS 31-3/4" x 24" DIA 131-3/4' x 26' DIA. 59-1 /4' x 24" DIA. 57-1 /2" x 20" DIA WEIGHT (EMPTY) 125 153 183 123 EFFICIENCY RATING .93 .91 N/A N/A LOCATION UNITS UNITS CLUBHOUSE (5) LAUNDRY AREA CLUBHOUSE STORAGE PREP ROOM NOTES: 1. PROVIDE ALL GAGES, THERMOSTATS, SHUT-OFF VALVES, EXPANSION TANK, AND TEMPERATURE & PRESSURE RELIEF VALVE AS REQUIRED BY LOCAL CODES AND MANUFACTURERS RECOMMENDATIONS. 2. PROVIDE PLASTIC WATER HEATER PAN. 2.50" DEPTH, 1" CPVC DRAIN. 3. PROVIDE INVERTED HEAT TRAPS ON COLD & HOT WATER CONNECTIONS. 4. SET OUTLET TEMPERATURE TO 120'. 5. REFER TO DETAIL #4 FOR MORE INFORMATION. Al) PLUMBING FIXTURE / EQUIPMENT SCHEDULE MARK FIXTURE SOIL/ VENT COLD HOT DESCRIPTION WC-1 WATER CLOSET 3' 2' 1/2" - _ PROFLO#PF1301 ELONGATED WATER CLOSET , 1.6 GPF. _ SEAT, CHURCH #480CP, ELONGATED, PLASTIC, CLOSED FRONT WITH COVER. - SUPPLIES, BRASS CRAFT CHROME, FLEXIBLE, BRAIDED SUPPLY WITH A BRASS NUT, STOPS ESCUTCHEONS, AND SUPPLIES WC-2 WATER CLOSET-ADA 3" 2" 1/2" - - PROFLO#PF1303 WATER CLOSET , 1.6 GPF, RIM ® 16-1/2" ADA COMPLIANT. - SEAT, CHURCH #480CP, ELONGATED, PLASTIC, CLOSED FRONT WITH COVER. - SUPPLIES, BRASS CRAFT CHROME, FLEXIBLE, BRAIDED SUPPLY WITH A BRASS NUT, STOPS ESCUTCHEONS, AND SUPPLIES WC-3 WATER CLOSET 3" 2" 1/2" - - PROFLOJPF1201WH, 1.6 GPF, ELONGATED. (CLUBHOUSE) - SEAT, PROFLO #PFTSCOFH2O00WH, ELONGATED, PLASTIC, OPEN FRONT LESS COVER. - SUPPLIES, BRASS CRAFT CHROME, FLEXIBLE, BRAIDED SUPPLY WITH A BRASS NUT, STOPS ESCUTCHEONS, AND SUPPLIES WC-4 WATER CLOSET-ADA 3" 2" 1/2- - - PROFLO#PF1203WH, 1.6 GPF, ELONGATED, ADA COMPLIANT. (CLUBHOUSE) - SEAT, PROFLO #PFTSCOFH2O00WH, ELONGATED, PLASTIC, OPEN FRONT LESS COVER. - SUPPLIES, BRASS CRAFT CHROME, FLEXIBLE, BRAIDED SUPPLY WITH A I BRASS NUT, STOPS ESCUTCHEONS, AND SUPPLIES UR-1 URINAL-ADA 2" 2" 1/2" - - PROFLO#PF1807WH, 1.0 GPF, INTEGRAL RIM AND TRAP, ADA. COMPLIANT (2). - FLUSHMETER, SLOAN ROYAL 1186-1.0, LOW CONSUMPTION, ADA COMPLIANT. L-1 LAVATORY 1-1/2" 1-1/2" 1/2' 1/2' - PROFLO #PF7020WH OVAL PORCELAIN OVER STEEL LAVATORY - FAUCET, PROFLO IPF1011 M SINGLE LEVER LAVATORY FAUCET, 2.0 GPM. - BRASS CRAFT ROUGH BRASS STOPS, PLASTIC ESCUTCHEONS SUPPLIES AND TRAPS L-2 LAVATORY-ADA 1-1/2' 1-1/2" 1/2" 1/2" - PROFLO #PF7020WH OVAL PORCELAIN OVER STEEL LAVATORY - FAUCET, PROFLO #PF1011 M SINGLE LEVER LAVATORY FAUCET, 2.0 GPM. - BRASS CRAFT ROUGH BRASS STOPS, PLASTIC ESCUTCHEONS SUPPLIES AND TRAPS - TRUEBRO LAVGUARD 2 1102 E-Z: UNDERSINK PIPING COVER, ONE P-TRAP COVER, TWO ANGLE VALVES AND COVERS. BT-1 BATHTUB 1-1/2" 1-1/2" 1/2" 1/2" - PROFLO #PFB6112/3 60X30 EERIE PORCELAIN OVER STEEL BATHTUB - FET, DELTA 'PEERLES" IPTRO870OWS BODY W/ #PT1788770 TRIM TUB & SHOWER VALVE, 2.5 GPM. - WASTE AND OVERFLOW, OATEY CHROME OVER BRASS LIFT AND TURN BT-2 BATHTUB-ADA 2" 1-1/2" 1/2' 1/2" - PROFLO #PFB6112/3 60X30 SERIF PORCELAIN OVER STEEL BATHTUB - SYMMONS #1-50-FSB(SUFFIX:6, B48) SAFETYMIX BALANCING MIXING VALVE WITH ADJUSTABLE STOP SCREW TO LIMIT HANDLE TURN (SET TEMPERATURE TO MAX OF 120'). WALL/HAND SHOWER WITH 6'-0' FLEXIBLE METAL HOSE, IN -LINE VACUUM BREAKER, WALL CONNECTION AND FLANGE, 48" SLIDE BAR FOR HAND SHOWER. 2.5 GPM. - WASTE AND OVERFLOW, OATEY CHROME OVER BRASS LIFT AND TURN KS-1 KITCHEN SINK 1-1/2" 1-1/2" 1/2" 1/2" -2N PROFLO #PFT332273 33X22X7 DEEP,20 GAUGE, 2-COMPT STAINLESS STEEL KIT SINK FAUCET: PROFLO #PF2001M SINGLE LEVER, NO SPRAY, 2.0 GPM, BRASS CRAFT ROUGH BRASS STOPS, PLASTIC ESCUTCHEONS, SUPPLIES, TRAPS, & DISPOSAL WASTE. GARBAGE DISPOSAL: INSINKERATOR, EVOLUTION SERIES, 3/4 HP, 120 VOLTS, 60 HZ. KS-2 KITCHEN SINK - ADA 1-1/2' 1-1/2- 1/2' 1/2' - 2WL ELKAY #LRAD3321 33" X 21-1 /4' X 6 DEEP, REAR DRAIN, 20 GAUGE, 2-COMPT STAINLESS STEEL KIT SINK. FAUCET: PROFLO #PF2001 M SINGLE LEVER, NO SPRAY, 2.0 GPM, BRASS CRAFT ROUGH BRASS STOPS, PLASTIC ESCUTCHEONS, SUPPLIES, TRAPS, & DISPOSAL WASTE. SH-1 SHOWER 1-1/2" 1-1/2' 1/2" 1/2' - SHOWER RECEPTOR: STERLING #72131100 ENSEMBLE, 60" X 34' X 5-1/2", PEBBLED BOTTOM, HIGH GLOSS FINISH. CONTROLS: PROFLO #PFLL51 M. VALVE: PROFLO #PF81 B, 2.5 GPM. HAND SHOWER: PROFLO #PF14510CP W/24" SLIDE BAR PROFLO #PFI4BSCP. DRAIN: PROFLO #PF42867. SH-2 ROLL -IN SHOWER 1-1/2- 1-1/2- 1/2- 1/2' - SHOWER: OWNER PROVIDED, ROLL -IN, CEREMIC TILE. CONTROLS: PROFLO JPFLL51 SMCP. YAM PROFLO #PF81 B, 2.5 GPM. HAND SHOWER: PROFLO #PF14510CP W/24" SUDS BAR PROFLO JPFI4BSCP. SHOWER PAN LINER: OATEY W/OATEY SHOWER DRAIN #42237. MS-1 MOP SINK 3" 2" 1/2" 1/2" - PROFLO#PFZ199624, 24" X 24" X 10", MOLDED OF HIGH DENSITY COMPOSITE, PVC DRAIN BODY & STAINLESS STEEL DOME STRAINER/LINT BASKET. FAUCET. PROFLO#PF1118, %4" HOSE THREAD ON SPOUT, WALL BASE, VACUUM BREAKER, INTEGRAL STOPS, CHROME FINISH. EWC-1 WATER COOLER 2" 1-1/2" 1/2" - - ELKAY #EBFATL-8: HANDICAPPED, BI-LEVEL SK-1 SINK 2" 1-1/2* 1/2- 1/2- - BELVEDERE #3100 CAMEO BOWL. DIMENSIONS: WIDTH 22', DEPTH 10", FRONT -TO -BACK 19". BRACKET FOR WALL MOUNTING 15BO1007. BARCKET BOLT #9070721. NECKREST #5001741. VACUUM BREAKER J503. HAIR INTERCEPTOR - - - - - ZURN #Z-1175: DURA-COATED CAST IRON HAIR AND SOLIDS INTERCEPTOR, IN LIEU OF FIXTURE "P" TRAP, WITH 1-1/2' SUP JOINT ELBOW INLET AND 1-1/2" THREADED SIDE OUTLET, PERFORATED STAINLESS STEEL BASKET REMOVABLE FROM BOTTOM, WITH FLANGED AND GASKETED SLOTTED CLEANOUT COVER. PERFORATION SIZE IS 1 /8". SK-2 SINK 2" 1-1/2" 1/2" 1/2" _ ELKAY #BCRA150C: BOWL DEPTH: 6". COVED CORNERS: 2-1/4' VERTICAL RADIOUS. BOWL & FAUCET DECK RECESS: 3/16' TOTAL RECESS BELOW OUTSIDE EDGE OF SINK. FINISH: EXPOSED SURFACES ARE MACHINE POLISHED TO A HIGHLIGHTED BRIGHT FINISH. UNDERSIDE: FULLY UNDERCOATED TO PREVENT CONDENSATION AND DEADEN SOUND. FAUCET: PROFLO #PFLL336M SINGLE LEVER, 2.0 GPM SK-3 3 COMPARTMENT SINK 2' 1-1/2' 1/2' 1/2' ELKAY #WNSF8345LR, 93"L X 24"W X 14"D, SERVICE FAUCET: PROFLOIPF800, SWING SPOUT, WALL BASE, VACUUM BREAKER, INTEGRAL STOPS, CHROME FINISH, ADA COMPLIANT. NOTE: 1. ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF THE FLORIDA PLUMBING CODE FOR WATER CONSERVATION. 2. INSTALL PER ADA GUIDELINES. ,`��Illtlfl I� FNEL Ll =�o� '•% •q� = SCM ENGINEERINGINC. '•NCO. 6 MEP CONSULTING ENGINEERS (Y = 935 Lake Baldwin Lane TEL- (407) 767-5188 -O t ST E F �u a Baldwin Park, ••• F P ��' ® Orlando, Florida 32814 $r EB-0 0 0 767-5772 �� Q� C • RIO•• ' �� �® EB-00006208 Project number: 29122 ��>� "�(S/• . 9`�` www.agmengineering.com tY�IIVa- L60785Copyright ©2009 SGM Engineering, Inc. 3 m FORUME 2 N ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN c 0 g 745 orienta avenue, suite 1121 L altamonte springs, fl 32701 phone: 407.830.1400 06 fax:407.830.4143 L' AA0002731 u www.forumarchitecture.com Meetinghouse at Zephyrh i I Is Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: Q1,25/10.4 __1 lmiscel.Wnmus Cc�r indo-p .., Al i PROJECT NO. 09-2587 P 14.90 I I tail i,i7 1TT -rl-I r FORUME F� #1 F,► 41 /!il l ail l 5 1►1 . 1►°!� l!�1 l �1 a. CONNECT EMERGENCY AND EXIT FIXTURES AHEAD OF ALL SWITCHING TO LOCAL LIGHTING CIRCUIT. b. CEILING AND WALL MOUNTED DEVICES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND ELEVATIONS. COORDINATE WITH ALL OTHER TRADES PRIOR TO ROUGH —IN. c. REFER TO SHEET E16.91 FOR ELECTRICAL. LEGEND. d. ALL CORRIDOR AND BUILDING EXTERIOR LIGHTING SHALL BE CONTROLLED BY PHOTOCELL/CONTACTOR. SCALE. 1 /899_ 1 9_099 0 49 89 1 59 PLAN KEY NOTEC:O 1• METER CENTERS (HOUSE PANEL) ARE TO BE LOCATED AT THE END OF THE BUILDING NEAREST THE TRANSFORMER SERVING IT. COORDINATE EXACT LOCATION WITH SITE PLAN AND ARCHITECTURAL PLANS. VERIFY 3' CLEARANCE IN FRONT OF METER CENTER AND HOUSE PANEL. 2. PROVIDE NEMA-3R DISCONNECT SWITCHES FOR ALL CONDENSING UNITS AS FOLLOWS: HP —A 30A/2P FUSED AT 20 AMPS HP—B 30A/2P FUSED AT 20 AMPS CONNECT TO RESPECTIVE TENANT PANELS. 3. PROVIDE A 20A, 120V, OUTLET AT METER CENTER LOCATION FOR TV BOOSTER. 4. PROVIDE (2) TV HOMERUNS TO EACH UNIT. 5• WIRE THIS RECEPTACLE TO HOUSE PANEL / ril F► r�l ti!ria F► �i� t /► ail !w r � F it F� ril /r �1 Elm Q!� /►!,il /�lri1 /►1►i1 f��r�l b!r�l ■ • .. .r V I%�l fsl ril f it F► i� l it I' LIMM.116i, .�ftj111i✓II#/t�l. ��- -.A .�'���:•'ENs�•••.' SG ENGINEERING, INC. \ r3 •. M E P C O N S U L T I N G E N G I N E E R S 0 * .,. 935 Lake Baldwin Lane TEL: (407) 767-5188 OF tL' Baldwin Park, FAX:(407) 767-5772 .- rS T ATE Orlando, Florida 32814 EB-00006208 ;�•• (s Project number. 29122 �� •..,,,�,.••' 1� �� www.sgmengineering.com NET i *AIARTlNEt FI ) 756 Copyright ©2009 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: U ? PROJECT NO. 09-2587 First Floor Electrical Plan Building Type E 16.11 •$111#11 PLAN KEY NOTES: 1. CONNECT ALL EMERGENCY AND EXIT LIGHTS TO UNSWITCHED LIGHTING CIRCUIT, AHEAD OF SWITCH IN THE AREA WHERE THEY ARE INSTALLED. 1. IN ROOMS WITH SWITCHES, OCCUPANCY SENSOR(S) SHALL BE WIRED IN SERIES WITH SWITCH. 2. PROVIDE LIGHTING CONTACTOR IN ROOMS, WIRE TO A MULTIPLE OF CIRCUITS. SEPARATE CONTACTORS SHALL BE PROVIDED FOR NORMAL AND EMERGENCY POWER CIRCUITS. 3. COORDINATE FINAL LOCATION OF OCCUPANCY SENSORS WITH EQUIPMENT SUPPLIER. 4Tin r %q r SCALE: 1 /8"= V-Ott 0 41 81 16, 3C) )SED <ER LIGHTING FD(TURE SCHEDULE TYPE DESCRIPTION TOTAL WATTS LAMPS MOUNTING NO. WATTS TYPE CA 2'x4' CLOUD FIXTURE WITH ACRYLIC DIFFUSER, WHITE 47 2 32 F032/835/XP SURFACE CHASSIS AND (2) 32W T8 LAMPS. CB 1'x4' SURFACE MOUNT FIXTURE WITH PRISMATIC LENS AND 32 1 32 T8 SURFACE (2) 34W T12 LAMPS. - 2 CC WALL MOUNT - 2 LIGHT FIXTURE - REFER TO I.D. 40 2 20 - WALL CD 7" APERTURE DOWNLIGHT WITH ALZAK REFLECTOR AND 42 2 18 18W QUAD RECESSED (2) 18W QUAD TUBE LAMPS. CD1 7" APERTURE DOWNLIGHT WITH ALZAK REFLECTOR AND (2) 26 2 13 13W QUAD RECESSED 13W QUAD TUBE LAMPS. CE 7" APERTURE DOWNLIGHT WITH FRESNEL LENS, 32W TRT 32 1 32 32 TRT RECESSED LAMP, WET LOCATION LISTED. CF 2'x2' CLOUD FIXTURE WITH ACRYLIC DIFFUSER, WHITE 41 2 18 F028/SS SURFACE CHASSIS AND (2) 18W T8 U6 LAMPS. CG ENERGY STAR RATED REVERSIBLE CEILING FAN FIXTURE 180 - - - SURFACE SEE INTERIOR DESIGNER DRAWINGS CH PENDANT MOUNTED FIXTURE. 75 3 25 B10 PENDANT CJ WALL MOUNTED FIXTURE. 50 2 25 B10 WALL CK WALL SCONCE, REFER TO I.D. 18 1 18 - WALL CL PENDANT MOUNTED FIXTURE. REFER TO I.D. 60 - - - PENDANT CM PENDANT MOUNTED FIXTURE. REFER TO I.D. 60 - - - PENDANT CN PENDANT MOUNTED POOL FIXTURE. REFER TO I.D.60 - - PENDANT CP WALL MOUNT - 3 LIGHT FIXTURE - REFER TO I.D. 60 3 20 - WALL CQ WALL MOUNT 4 LIGHT FIXTURE - REFER TO I.D. 80 4 20 WALL L HIGH POWER LED LIGHT BAR LB21-NW-L30 NATURAL 4.2 1 3 LED COVE WHITE, 4300 K, 12" LONG, CRI=65>500 LEDWORLDLIGHTING I-UXBAR-LB21 X ILLUMINATED EXIT SIGN CONSISTING OF POLYCARBONATE 4 N/A N/A N/A UNIVERSAL BODY, UNIVERSAL MOUNTING, 3/4"x6" RED LETTERS, BUILT-IN REPLACEABLE CHEVRONS, ILLUMINATION BY BUILT-IN LEDS PROVIDING EVEN ILLUMINATION OF LETTERS WITHOUT BRIGHT SPOTS. EQUIP WITH SEALED NICKEL -CADMIUM BATTERY. U.L. LISTED FOR DAMP° LOCATIONS, 120 VAC OPERATION. LITHONIA "QUANTUM" SERIES XA EMERGENCY BATTERY PACK FIXTURE WITH TWO HEADS, WITH BATTERY AND CHARGER PROVIDING ONE AND ONE 20 2 10 HALOGEN WALL HALF HOURS OF FULL OUTPUT OPERATION ON BATTERY NOTES: ALL RECESSED LIGHTS TO BE RATED. (1-HOUR CEILING RATED). = KEY PLAN 0 D_- M:,£E. C_.. %- -. •�cs`'%'fi'''- _ SGM ENGINEERING, INC. MEP CONSULTING ENGINEERS 1 ' 935 Lake Baldwin Lane TEL: (407) 767-5188 ' * Baldwin Park, FAX:(407) 767-5772 S ,ATL OF Orlando, Florida 32814 � � EB-00006208 (6 Project number: 29122 www.sgmengineering.com i 756 Copyright ©2009 SGM Engineering, Inc. 3 FORUME 's 2 y ARCHITECTURE & INTERIOR DESIGN, INC. C PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 06 fax:407.830.4143 AA0002731 u www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL (2CT nICTDIRI ITIMIQ- 0 SHEET REVISIONS: 06/02r2010 2 Misc, Coordination 2 08/25/2010 ` 3 Misc. Coordination 3 U z PROJECT NO. 09-2587 First Floor Lighting Plan - Building Type I E16n12 UJ Ld Z Z 2�Z 7'-8° AFF 7'-8" AFF ENCLOSED BREAKER 10:12 PLAN KEY NO E 1 2P/30A, 24OV, NF, NEMA 3R DISCONNECT SWITCH. 2—#10, 1—#10GND, 3/4"C. 2, FLOORBOX RECEPTACLE EQUIVALENT TO: WALKER 880—CS2 WITH 828R BRASS COVER PLATE. VERIFY EXACT LOCATION WITH OWNER/ARCHITECT PRIOR TO ROUGH —IN. 3. 2P/100A, 240V, NF, NEMA-1 DISCONNECT SWITCH. 2—#4, 1—#8 GND, 1 "C. 4. 2P/60A, 24OV, NF, NEMA 3R DISCONNECT SWITCH. 2—#8, 1—# 10 GND, 3/4"C. 5. 2—#8, 1—#10 GND, 3/4"C. 6. 2P/30A, 24OV, NF, NEMA-1 DISCONNECT SWITCH. 2—#10, 1—#10GND, 3/4"C. 7. 2—#10, 1—#10 GND, 3/4"C. 8. 2P/30A, 24OV, NF, NEMA 3R DISCONNECT SWITCH. 2—#12, 1—#12GND, 1/2"C. 9. FACP. ALL BUILDINGS FIRE ALARM SYSTEMS ARE HARDWIRED TO THIS PANEL FOR OFFSITE MONITORING TO THIS LOCATION ONLY. PROVIDE 2 PHONE LINES TO THE FACP. 10• PRE —WIRE FOR CARD READER, TO INCLUDE THE INSTALLATION OF STRIKE PLATE AT DOOR. COORDINATE EXACT LOCATION OF CARD READER JUNCTION BOX WITH SECURITY CONTRACTOR IN FIELD. 11. ELEVATOR DISCONNECT SWITCH. PROVIDE 208V, 60A, 3P, NEMA 1 DISCONNECT SWITCH WITH 40A CLASS RK5 FUSES AND REJECTION CUPS. PROVIDE AUXILIARY CONTACT FOR BATTERY LOWERING DEVICE ANTI ENTRAPMENT. 12. LOCATE THE TV AND POWER OUTLETS IN THE CENTER THE TWO WINDOWS, BOTH SHOULD BE AT 5'-0" AFF. 3. 2P/60A, 24OV, NF, NEMA 1 DISCONNECT SWITCH. 2—#6, 1—#10 GND, 3/4"C. KEY PLAN ,��t111Jl/�ii,. EN tr _ I �K ,EiT ',R D" `MAkfiNEZ-�--FL61756 SGM ENGINEERING, iNc■ M E P C O N S U L T I N G E N G I N E E R S 935 Lake Baldwin Lone TEL: (407) 767-5188 Baldwin Pork, � � FAX:(407) 767-5772 Orlando, Florida 32614 EB-00006208 � Project number. 29122 www.egmengineering.com Copyright ©2009 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTI7NS- A SHEET REVISIONS: ivlisc. L oorainavon z Misc. Coordination 3 EDITED BY: PROJECT NO. 09-2587 First Floor Power and Systems Plan Building Type l . E16-13 III100 ' J4 FORUME GENERAL NOTES. a. CONNECT EMERGENCY AND EXIT FIXTURES AHEAD OF ALL SWITCHING TO LOCAL LIGHTING CIRCUIT. h. CEILING AND WALL MOUNTED DEVICES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND ELEVATIONS. COORDINATE WITH ALL OTHER TRADES PRIOR TO ROUGH —IN. c. REFER TO SHEET E16.91 FOR ELECTRICAL LEGEND. 4 1. BUILDING SIGN LIGHT LOCATION TO BE COORDINATED WITH ARCHITECTURAL DESIGN, ALL AUTHORITIIES HAVING JURISDICTION, AND VERIFIED WITH OWNER. wLLJ d. ALL CORRIDOR AND BUILDING EXTERIOR Z Z LIGHTING SHALL BE CONTROLLED BY = i PHOTOCELL/CONTACTOR. =1111110101 L, I oil J Kele-E" q ;(o SCALE: 1/8"=1'-0" 0 4' 8' 16' ��l��Itlllll//t/ SGM ENGINEERING, INC. �� � �• GINS • �J'��•� i MEP CONSULTING ENGINEERS * : 935 Lake Baldwin Lane TEL: (407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 EB-00006208 A, 4- 1"' Project number: 29122 � .�� www.sgmengineering.com q 1756 Copyright ©2009 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: Q SHEET REVISIONS: 08/25/2010 1� 3 3 Misc. Coordination 3 EDITED BY: U z PROJECT NO. Second Floor Electrical Plan - Building Tyke l _. 09-2587 E16-14 GENERAL NOTES: a. CONNECT EMERGENCY AND EXIT FIXTURES AHEAD OF ALL SWITCHING TO LOCAL LIGHTING CIRCUIT. b. CEILING AND WALL MOUNTED DEVICES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND ELEVATIONS. COORDINATE WITH ALL OTHER TRADES PRIOR TO ROUGH —IN. c. REFER TO SHEET E16.91 FOR ELECTRICAL LEGEND. W I LLi Z z d. ALL CORRIDOR AND BUILDING EXTERIOR LIGHTING SHALL BE CONTROLLED BY = _ nLif%1r^^ 'i i /^f1\iTAf%-r^n / % 1111"M 10 ki I k, P-111 ;; - K91 11111 ... I ... I I SCALE: 1 /8"=1 '-0" 0 4' 8' 16' ® KEY PLAN .0%%11iii1iii,. ;�`���;•�;c .0 SGM ENGINEERING, INC. $ M E P C Q N S U L T I N G E N G I N E E R S • * 935 Lake Baldwin Lane TEL: (407) 767-5188 OF — Baldwin Park, FAX;(407) 767-5772 S7A� + Orlando, Florida 32814 EB-00006208 •'•.•(�P 4�• �� : Project number: 29122 •` ..... • ��� www.sgmengineering.com NE§�R��/��a'1�756 Copyright ©2009 SGM Engineering, Inc. 3 m FORUMN t 2 ARCHITECTURE & INTERIOR DESIGN, INC. 01 PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 06 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL PROJECT NO. 09-2587 E 16,15 NOTES:GENERAL a. CONNECT EMERGENCY AND EMIT FIXTURES AHEAD OF ALL SWITCHING TO LOCAL it LIGHTING CIRCUIT. b. CEILING AND WALL MOUNTED DEVICES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND ELEVATIONS. COORDINATE WITH ALL OTHER TRADES PRIOR TO ROUGH —IN. c. REFER TO SHEET E16.91 FOR ELECTRICAL LEGEND. I d. ALL CORRIDOR AND BUILDING EXTERIOR LIGHTING SHALL BE CONTROLLED BY PHOTOCELL/CONTACTOR. i PLAN KEY T m 1• METER CENTERS (HOUSE PANEL) ARE TO BE LOCATED AT THE END OF THE BUILDING NEAREST THE TRANSFORMER SERVING IT. COORDINATE EXACT LOCATION WITH SITE PLAN AND ARCHITECTURAL PLANS. VERIFY 3° CLEARANCE IN FRONT OF METER CENTER AND HOUSE PANEL. 2. FIRE ALARM CONTROL PANEL ON FIRST FLOOR ONLY. CONNECT TO THE HOUSE PANEL. PROVIDE 3/4" C, W15 — 112 WIRE TO DACT IN CLUBHOUSE, FOR MONITORING. FIRE ALARM SYSTEM TO OPERATE WITH DIALERS. 3. ELEVATOR DISCONNECT SWITCH. PROVIDE 208V, 60A, 3P, NEMA 1 DISCONNECT SWITCH WITH 40A CLASS RK5 FUSES AND REJECTION CLIPS. PROVIDE AUXILIARY CONTACT FOR BATTERY LOWERING DEVICE ANTI ENTRAPMENT. 4. PROVIDE NEMA-3R DISCONNECT SWITCHES FOR ALL CONDENSING UNITS AS FOLLOWS: HP —A 3OAf 2P FUSED AT 20 AMPS HP—B 3OA/2P FUSED AT 20 AMPS CONNECT TO RESPECTIVE TENANT PANELS. 5. PROVIDE A 20A, 120V, OUTLET AT METER CENTER LOCATION FOR TV BOOSTER. 6. PROVIDE (2) TV HOMERUNS TO EACH UNIT. 7. WIRE THIS RECEPTACLE TO HOUSE PANEL. FIRST FLOOR - A,. BUILDING - t r►l�il I►l�il !►!�i1 �� Ii HP 69N; SGM ENGINEERING, INC. MEP CONSULTING ENGINEERS 0. 1 56 •: r 935 Lake Baldwin Lane TEL. (407) 767-5188 * Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 '�i •_ T '; � S�FI 9 � ** EB-00006208 • P, ` Project number: 29122 .gip 40 wwwsgmengineering.com NET MA'RTlld€LfZ1`56 Copyright ©2009 SGM Engineering, Inc. e mf 1 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fI 32701 phone: 407.830.1400 fax:407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: Q SHEET REVISIONS: EDITED BY: U ? PROJECT NO. 09-2587 First Floor Electrical Plan - .. Building Type II E16.21 ""ItI1111%W GENERALNOTES: FORUME ®. CONNECT EMERGENCY AND EXIT FIXTURES AHEAD OF ALL SWITCHING TO LOCAL LIGHTING CIRCUIT. b. CEILING AND WALL MOUNTED DEVICES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND ELEVATIONS. COORDINATE WITH ALL OTHER TRADES PRIOR TO ROUGH —IN. c. REFER TO SHEET E16.91 FOR ELECTRICAL LEGEND. d. ALL CORRIDOR AND BUILDING EXTERIOR LIGHTING SHALL BE CONTROLLED BY PHOTOCELL/CONTACTOR. PLAN KEY NOT : � 1. BUILDING SIGN LIGHT LOCATION TO BE COORDINATED WITH ARCHITECTURAL DESIGN, ALL AUTHORITIIES HAVING JURISDICTION, AND VERIFIED WITH OWNER. ► ' • ll ' •. i wlw zlz 06 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: Q SHEET REVISIONS: EDITED BY: U 9 PROJECT NO. 09-2587 FORUMN WJ GENERAL NOTES: a. CONNECT EMERGENCY AND EXIT FIXTURES AHEAD OF ALL SWITCHING TO LOCAL LIGHTING CIRCUIT. b. CEILING AND WALL MOUNTED DEVICES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND ELEVATIONS. COORDINATE WITH ALL OTHER TRADES PRIOR TO ROUGH —IN. c. REFER TO SHEET E16.91 FOR ELECTRICAL LEGEND. d. ALL CORRIDOR AND BUILDING EXTERIOR LIGHTING SHALL BE CONTROLLED BY PHOTOCELL/CONTACTOR. SCALE: 1 /8"=1'--O" O 4' 8' 16' z i - LLJ I LLJ ziz Ns•..''��SGM ENGINEERING, INC. �. M E P C O N S U L T I N G E N GI N E E R S 935 Lake Baldwin Lane TEL. (407) 767-5188 * Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 4A EB-00006208 ` (g Project number: 29122 .1', www.sgmengineering.com N •Z L1�056 Copyright ©2009 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 aitamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: SHEET REVISIONS: 08125/2010 F 3 EDITED BY: z PROJECT NO. Misc. Coordination 3 Third Floor Electrical Plan - Building Type II 09-2587 E1623 "'11F1«tttty� GENERAL NOTES: ®. CONNECT EMERGENCY AND EXIT FIXTURES AHEAD OF ALL SWITCHING TO LOCAL LIGHTING CIRCUIT. 5. CEILING AND WALL MOUNTED DEVICES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND ELEVATIONS. COORDINATE WITH ALL OTHER TRADES PRIOR TO ROUGH -IN. c. REFER TO SHEET E16.91 FOR ELECTRICAL LEGEND. d. ALL CORRIDOR AND BUILDING EXTERIOR LIGHTING SHALL BE CONTROLLED BY PHOTOCELL/CONTACTOR. METER Cl PLAN KEY NQ.T.E..S-(D 1. METER CENTERS (HOUSE PANEL) ARE TO BE LOCATED AT THE END OF THE BUILDING NEAREST THE TRANSFORMER SERVING IT. COORDINATE EXACT LOCATION WITH SITE PLAN AND ARCHITECTURAL PLANS. VERIFY 3' CLEARANCE IN FRONT OF METER CENTER AND HOUSE PANEL 2. FIRE ALARM CONTROL PANEL ON FIRST FLOOR ONLY. CONNECT TO THE HOUSE PANEL. PROVIDE 3/4" C, W15 - 112 WIRE TO DACT IN CLUBHOUSE, FOR MONITORING. FIRE ALARM SYSTEM TO OPERATE WITH DIALERS. 3. ELEVATOR DISCONNECT SWITCH. PROVIDE 206V, 60A, 3P, NEMA 1 DISCONNECT SWITCH WITH 40A CLASS RK5 FUSES AND REJECTION CLIPS. PROVIDE AUXILIARY CONTACT FOR BATTERY LOWERING DEVICE ANTI ENTRAPMENT. 4. PROVIDE NEMA-3R DISCONNECT SWITCHES FOR ALL CONDENSING UNITS AS FOLLOWS: HP -A 30A/2P FUSED AT 20 AMPS HP-B 30A/2P FUSED AT 20 AMPS CONNECT TO RESPECTIVE TENANT PANELS. 5. PROVIDE A 20A, 120V, OUTLET AT METER CENTER LOCATION FOR TV BOOSTER. 6. PROVIDE (2) TV HOMERUNS TO EACH UNIT. 7. WIRE THIS RECEPTACLE TO HOUSE PANEL. _ 0 - 0 8 . 6 I►! �� li �1 f Rif: /►!i1 A .,■ 11II`fill'. Col .`. C t * 5 �Jvr%_ H H H H SGM ENGINEERING, INC. M E P C O N S U L T I N G E N G I N E E R S 935 Lake Baldwin Lane TEL: (407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 EB-00006208 s Project number. 29122 www.sgmenglneering. com Copyright ©2009 SGM Engineering, Inc. 3 ro aFORUMN v a r N ARCHITECTURE & INTERIOR DESIGN, INC. n PLANNING I ARCHITECTURE I INTERIOR DESIGN v 5 745 orienta avenue, suite 1121 n altamonte springs, tl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 w www.forumarchitecture.com , 3 5 5 D n 5 D 3 D n n U 1 U n Meetinghouse v at Zephyrhills Senior Dfi Apartments 0 i4 w 0 I City of Zephyrhills, FL 0 (n C 0 N N L W C 0 a C Q SET DISTRIBUTIONS: Q SHEET REVISIONS: EDITED BY: •�i1IliE*'' IIIIIIIIIIIIIIIIIJ a. CONNECT EMERGENCY AND EXIT FIXTURES AHEAD OF ALL SWITCHING TO LOCAL LIGHTING CIRCUIT. b. CEILING AND WALL MOUNTED DEVICES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND ELEVATIONS. COORDINATE WITH ALL OTHER TRADES PRIOR TO ROUGH —IN. c. REFER TO SHEET E16.91 FOR ELECTRICAL LEGEND. d. ALL CORRIDOR AND BUILDING EXTERIOR LIGHTING SHALL BE CONTROLLED BY PHOTOCELL/CONTACTOR. [!-LAN KEY NOTESJfl 1. BUILDING SIGN LIGHT LOCATION TO BE COORDINATED WITH ARCHITECTURAL DESIGN, ALL AUTHORITIIES HAYING JURISDICTION, AND VERIFIED WITH OWNER. SCALE: 1 /8"=1 ' — 0" 0 4' 8' 16' .�```�� RT''� SGM ENGINEERINfG, INC. M E P C O N S U L T I N G E N GI N E E R S �7�fi ••' 935 Lake Baldwin Lane TEL:(407) 767-5188 * = Baldwin Park, FAX:(407) 767-5772 _ Orlando, Florida 32814► EB-00006208 .12 (s Project number. 29122 t �U www.sgmengineering.com NI`J.T •r IOh4RTINQ�FL6�1'7 Copyright ©2009 SGM Engineering, Inc. 3 m aFORUME .0 r 0 N ARCHITECTURE & INTERIOR DESIGN, INC. C N PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 Z altamonte springs, fl 32701 phone: 407.830.1400 06 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: PROJECT NO. 09-2587 Second Floor Electrical Plan - Building Type III E 16.32 "111111111110W FORUME a. CONNECT EMERGENCY AND EXIT FIXTURES AHEAD OF ALL SWITCHING TO LOCAL LIGHTING CIRCUIT. b. CEILING AND WALL MOUNTED DEVICES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND ELEVATIONS. COORDINATE WITH ALL OTHER TRADES PRIOR TO ROUGH —IN. c. REFER TO SHEET E16.91 FOR ELECTRICAL LEGEND. d. ALL CORRIDOR AND BUILDING EXTERIOR LIGHTING SHALL BE CONTROLLED BY PHOTOCELL/CONTACTOR. 7am IR Ilk _11441= j- �1 111� 11.1 f • 16, MA ♦��`��tt` R � . e •., S •. • .T c.OF � SGM ENGINEERING, INC. M E P C O N S U L T I N G E N G I N E E R S 935 Lake Baldwin Lane it TEL: (407) 767-5188 Baldwin Park, +FAX:(407) 767-5772 Orlando, Florida 32814EB-00006208 7(r6N Project number. 29122 www. sg meng i neering.com Copyright ©2009 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: EDITED BY: U z PROJECT NO. 09-2587 Third Floor Electrical Plan - Building Type III E 16.33 I I I 1i I—f(11-Gt-7 F— C s PANEL Al PANEL A2 11 PANEL 11 PANEL B2 VMOAILNTAAGE: 208/12OV, 1 PH, 3W VOLTAGE: 208/12OV, 1 PH, 3W VOLTAGE: 208/12OV, 1 PH, 3W VOLTAGE: 208/12OV, 1 PH, 3W 125A,MLO NEMA -1 MAINS: 125A -MLO NEMA 1 1 MAINS: 125A,MLO NEMA -1 MAINS: 125A,ML0 NEMA -1 , ^I,,RCU11 BEEAKEEZEM DESCRIPTION CIRCUIT BREAKS POLE DESCRIPTION �$�t�jl BREAKS OLE DESCRIPTION CIRCUIT BREAKER OLE DESCRIPTION j 11 20A/1 P DISHWASHER 1 20A/1 P DISHWASHER 1 20A/1 P DISHWASHER 1 20A/1 P DISHWASHER 2 20A/1P WASHER 2 20A/1P WASHER 2 20A/1P WASHER 2 20A/1P WASHER 3 20A/1 P DISPOSAL 3 20A/1 P DISPOSAL 3 20A/1 P DISPOSAL 3 20A/1 P DISPOSAL 4 20A/1 P BATHROOM RECEPT. 4 20A/1 P BATHROOM RECEPT. 4 20A/1 P BATHROOM RECEPT. 4 20A/1 P BATHROOM RECEPT. 5-6 20A/1 P SMALL APPLIANCE 5-6 20A/1 P SMALL APPLIANCE 5-6 20A/1 P SMALL APPLIANCE 5-6 20A/1 P SMALL APPLIANCE 7-14 15A/1P LTG/RECEPT 7-14 15A/1P LTG/RECEPT 7-14 15A/1P LTG/RECEPT 7-14 15A/1P LTG/RECEPT 15 20A/1 P MICROWAVE 15 20A/1 P MICROWAVE 15 20A/1 P MICROWAVE 15 20A/1 P MICROWAVE 116,18 30A/2P WATER HEATER 16,18 30A/2P WATER HEATER 16,18 3OA/2P WATER HEATER 16,18 3OA/2P WATER HEATER 17,19 30A/2P DRYER 17,19 30A/2P DRYER 17,19 30A/2P DRYER 17,19 30A/2P DRYER I 20,22 50A/2P RANGE 120,22 50A/2P RANGE 20,22 50A/2P RANGE 20,22 50A/2P RANGE 24,26 15A/2P HP -Al 24,26 15A/2P HP-A2 24,26 20A/2P HP-B1 24,26 20A/2P HP-B2 21,23 30A/2P AHU-A1 21,23 30A/2P AHU-A2 21,23 30A/2P AHU-B1 21,23 30A/2P AHU-B2 25 20A/1 P REFRIGERATOR j I 25 20A /1 P REFRIGERATOR ' 25 20A/1 P REFRIGERATOR 25 20A/1 P REFRIGERATOR E NO S: 1. ALL BREAKERS SERVING INTERIOR DWELLING UNIT NON-GFCI PROTECTED BRANCH CIRCUITS SHALL BE COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTERS PER NEC 2008 210.128 REQUIREMENTS, 2. ALL W! - RE SIZES SHAL L BE 1 12 UNLESS SPECIFIED EC iED OTHERWISE ON PLANS. __T w UNIT Al UNIT A2 UNIT 61 UNIT 62 I GEN, LTG. ( 753 x 3) 2,259 GEN, LTG. ( 756 x 3) 2,268 I GEN. LTG. ( 951 x 3) 2,853 GEN. LTG. ( 957 x 3) 2,871 APPLIANCE CKTS 3,000 APPLIANCE CKTS 3,000 APPLIANCE CKTS 3,000 APPLIANCE CKTS 3,000 I LAUNDRY CKTS 1,500 LAUNDRY CKTS 1,500 LAUNDRY CKTS 1,500 LAUNDRY CKTS 1,500 DISPOSAL 500 DISPOSAL 500 DISPOSAL 500 DISPOSAL 500 RANGE 9,000 RANGE 9,000 RANGE 9,000 RANGE 9,000 DISHWASHER 1,050 DISHWASHER 1,050 DISHWASHER 1,050 DISHWASHER 1,050 WATER HEATER 4,500 WATER HEATER 4,500 WATER HEATER 4,500 WATER HEATER 4,500 DRYER 5,000 DRYER 5,000 DRYER 5,000 DRYER 5,000 MICROWAVE 1,500 MICROWAVE 1,500 MICROWAVE 1,500 MICROWAVE 1,500 TOTAL 28,309 TOTAL 28,318 TOTAL 28,903 TOTAL 28,921 10 KW 0 100% 10.0 10 KW 0 100% 10.0 10 KW 0 100% 10.0 10 KW 0 100% 10.0 18.3 KW 0 40% 7.3 18.3 KW 0 40% 7.3 18.9 KW 0 40% 7.6 18.9 KW 0 40% 7.6 SUBTOTAL 17.3 KW SUBTOTAL 17.3 KW SUBTOTAL 17.6 KW SUBTOTAL 17.6 KW HEATING 0 100% 6.4 KW HEATING 0 100% 6.4 KW HEATING 0 100% 6.4 KW HEATING 0 100% 6.4 KW 23.7 KW 23.7 KW 24.0 KW 24.0 KW AMPS 0 208V, 1 PHASE = 113.9 AMPS AMPS 0 208V, 1 PHASE = 113.9 AMPS AMPS 0 208V, 1 PHASE = 115.4 AMPS AMPS 0 208V, 1 PHASE = 115.4 AMPS TOTAL CONNECTED = 34.7 KW TOTAL CONNECTED = 34.7 KW TOTAL CONNECTED = _e 35.3 KW TOTAL CONNECTED = 35.3 KW 6 RISER KEY 140TES: Q 1. 800A, 3 POLE MAIN CIRCUIT BREAKER 2. SURGE PROTECTOR 3. REFER TO TYPICAL GROUNDING DETAIL ON SHEET E16.91. 4. 125A, 208V, 4 UAW METER SOCKET WITH A 2 POLE, 125A BRANCH BREAKER FOR ALL UNITS. 5. PROVIDE BRANCH BREAKERS AS REQUIRED FOR SITE AND BUILDING LIGHTING 6. USE FEEDER F3 FOR ALL UNITS. METER CENTER 'A' #3/0 Cu F2 TO POWER COMPANY'S GENERALTES: 1. ALL PULL STATIONS ARE TO HAVE COVERS FOR OUTDOOR INSTALLATION. MAAWMINUM F1 31, 1#8G, 1-1/2"C F2 (3) SETS: 4-400KCM, 3"C EACH. F3 3#2/0, 1 #6G, 2"C F4 4-#1, 1-#6G, 1-1/2"C SURGE PROTECTOR 6'-6" METER CENTER 'B' #3/0 Cu F2 TO POWER COMPANY'S POWERRISER-BUILDING(S) TYPE I FOR THE REMAINING OF THE POWER RISER (COMMUNITY BUILDING) NOT TO SCALE REFER TO SHEET E16.92) PANEL HP SERVICE 120/208V-30-4W MINIMUM BREAKER AIC 10,000 LOCATION EXTERIOR BUILDING RATING 100A MLO MOUNTING SURFACE TYPES I, II & III - 1ST FL NEMA -3R BKR KVA CKT. KVA BKR LOAD DESCRIPTION NO. LOAD DESCRIPTION TRIP POLES 0A PB IBC OA 0B1 OC TRIP POLES O-CATV-ELEC RM, 1ST FLR 20 1 .80 1 2 .54 20 1 R-REC CORRIDOR, 1ST FLR S 8 3 4 .54 20 1 R-REC CORRIDOR, 2ND FLR L-LIGHTS 1ST FL CORRIDOR 20 1 .40 5 6 i .54 20 1 R-REC CORRIDOR, 3RD FLR L-LIGHTS 2ND FL CORRIDOR 20 1 0.3 7 8 0.5 20 1 E-FACP, 1ST FLOOR L-LIGHTS 3RD FL CORRIDOR 20 1 .30 1 1 9 10 0.5 20 ' 1 M-A jC FOR FACP L-LIGHTS STAIRS EAST (1) 20 1 12 0.54 20 1 R-EXTERIOR RECEPTACLES L-LIGHTS STAIRS WEST (1) 20 1 1.1 411.15 14 0.54 20 1 R-EXTERIOR RECEPTACLES L-LIGH ME H. ROOM o 1 0. 16 1 0.1 1 20 1 S-SPARE L-LTS ELEV. PIT LOBBIES 20 1 .30 17 18 0.0 1 - 1 S-SPACE S-SPARE 20 1 .1 19 20 0.0 1 - 1 S-SPACE SPACE - - 0.0 2122 0.0 1 - 1 S-SPACE SPACE - - 0,0 23 24 0.0 1 1 S-SPACE SPACE - - 0.0 25 26 3. 1 40 3 O-ECOSPA.CE ELEVATOR SPACE - - 0.0 27 28 3.4 1 - - 0- SPACE - - 0.0 29 30 3.4 - - 0- ... s K . ^, e1 I 4 � �, .,n �,. ., fi l,.,o k ., v:+ a. .fi d' r" '^. . �. t �..• ., .;' ` _ j °e... ..>: � .� ..,.. � w � .¢ ,F .. _4 w . 3.. k. '+.� 3� °�6 "ivy, w .. `... t .Ir?' � � "w ,� � t.w � :f� r �i?�'" h -wb. :•' 's•='�=�q`�' ?�-?�,., '� '` ,. ,-aT..=� .'�4x1, x.' ,,.s I . �.:. *�""h`',���. s .-� ems. TOTALS 2.3 1.4 1.4 5.0 4.5 1 4.5 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: 1. CIRCUIT CONTROLLED VIA PHOTOCELL LIGHTING 3.35 1.25 4.19 RECEPTACLES - 1ST 10 KVA 2.70 1.0 2.70 RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 MECHANICAL 0.50 1.00 0.50 EQUIPMENT 0.50 1.0 0.50 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.20 1.0 0.20 OTHER 1 11.80 1.0 11.80 1 19.05 19.89 CALCULATED AMPS:55 A. ALL METER CENTER COMPONENTS SHALL BE RATED AT 42KAIC. B. SERIES RATINGS MAY BE APPLIED FOR LOWER RATINGS OF TENANT FEEDER BREAKERS. CONTRACTOR TO PROVIDE SHOP DRAWINGS. C. TENANT LOAD CENTERS TO BE RATED AT 10KAIC. (SERIES RATED 42 KAIC WHEN PROTECTED BY 42 KAIC RATED METER CENTER) D. HOUSE PANELS SHALL BE RATED AT 22KAIC. 7'-9" 1'-i" T 1'-5j" e 1'-4" 1 F_4" METER CENTER 'A' -SURGE PROTECTOR #3/0 Cu tF2 --TO POWER COMPANY'S _ 1 TDAMOCAMACD 1,-i" T 19-4" V -54" V -4" T 1'-4" _ T METER CENTER 'B' ,F4 I.: BUILDING TYPE I (METER CENTER "A") 11 x Al x 34.7 KW = 381.7 KW 3 x A2 x 34.7 KW = 104.1 KW 6 x B 1 x 35.3 KW = 211.8 KW 697.6 KW x 0.38 = 265.1 KW 265.1 KW AMPS 0 208V, 3(p = 736.4A 40 U N ITS TOTAL 2 METER CENTERS WITH A 800A MAIN CIRCUIT BREAKER EACH BUILDING TYPE 11 (METER CENTER "A") 3 x Al x 34.7 KW = 104.1 KW 15 x B 1 x 35.3 KW = 529.5 KW 3xB2x35.3KW= 105.9KW 739.5 KW x 0.37 = 273.6 KW 273.6 KW AMPS 0 208V, 3(_ 260.OA 42 U N ITS TOTAL 2 METER CENTERS WITH A 800A MAIN CIRCUIT BREAKER EACH BUILDING TYPE III (METER CENTER "A") 10xAl x 34.7 KW = 347.0 KW 10 x B 1 x 35.3 KW = 353.0 KW 700.0 KW x 0.38 _ 266.0 KW 266.0 KW AMPS 0 208V, 3(p = 738.9A 39 UNITS TOTAL 2 METER CENTERS WITH A 800A MAIN CIRCUIT BREAKER EACH 3 6'-6" -� 1'-4" + 1 #-1" +1 #-54"+ 1'-4" + 1'-4" I 5,-„ #3/0 Cu 7 F2 Ir-TO POWER COMPANY'S METER CENTER 'A' BUILDING TYPE I (METER CENTER "B") 1Ox Al x 34.7 KW = 347.0 KW 2xA2x34.7KW= 69.4KW 6 x B 1 x35.3KW= 211.8KW 2xB2x35.3KW= 70.6KW 698.8 KW x 0.38 = 265.5 KW AMPS ® 208V, 3( = 737.6A -SURGE PROTECTOR F__ -1 METER TO POWER COMPANY'S -� TDAAICCADUM - BUILDING TYPE 11 (METER CENTER "B") 6 x Al x 34.7 KW = 208.2 KW 15 x B 1 x 35.3 KW = 529.5 KW 737.7 KW x 0.37 = 272.9 KW AMPS ® 208V, 3(p = 758.2A BUILDING TYPE III (METER CENTER "B") 14 x Al x 34.7 KW = 485.8 KW 5xB1 x35.3KW= 176.5KW _ 662.3 KW x 0.38 251.7 KW AMPS ® 208V, 30 = 699.1A •f 4% % ®`` �� • `GEN. -C�t�� TAXA N C FL61756 1,-J" + 1,-4" +19-5j„+ 1,-J" + 1,-4" !� METER CENTER 'B' #3/0 Cu F2 TO POWER COMPANY'S SGM ENGINEERING, INC. M E P C O N S U L T I N G E N G I N E E R S 935 Lake Baldwin Lane TEL: (407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 & A4;, * EB-00006208 Project number. 29122 www<sgmengineering.com Copyright ©2009 SGM Engineering, Inc. 3 m 0 FORUME n 0 ARCHITECTURE & 0 INTERIOR DESIGN, INC. 01 PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 $ 745 orienta avenue, suite 1121 (, altamonte springs, fl 32701 phone: 407.830.1400 06 fax: 407.830.4143 AA0002731 u www.forumarchitecture.com Meetinghouse at Zephyrh i I Is Senior Apartments City of Zephyrhills, FL EDITED BY: U PROJECT NO. 09-2587 E 16.90 - - - - _. I � ; �.- _11 I :r hdt - �, ,,a. :i iiF€i -1-�- T-tT- 'I Tim -. I - -_ I71 ----F--- . Tri-TT_ - - - i I - -----TI-_T._ 1 Ib ELECTRICAL LEGEND NOTE: ELECTRICAL OUTLETS OR BOXES LOCATED ON OPPOSITE SIDES OF RATED WALLS OR PARTITIONS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. 0 LIGHTING FIXTURE, CEILING MOUNTED LIGHTING FIXTURE, CEILING SURFACE MOUNTED LIGHTING FIXTURE, WALL MOUNTED STRIP TYPE FIXTURE Vx4' FLUORESCENT FIXTURE S SINGLE POLE SWITCH, MOUNTED 0 48" AFF., TO CENTER S T SINGLE POLE TIMER SWITCH, WATTSTOPPER TS-400 OR EQUAL, MOUNTED 0 48" AFF., TO CENTER DUPLEX 15A, 125V, 2P, 3W, GROUNDING RECEPTACLE, MOUNT 0187AFF, TO CENTER. DENOTES GROUND FAULT INTERRUPTER DENOTES HALF -SWITCHED - SINGLE 250V NON -LOCKING TYPE RECEPTACLE TELEPHONE OUTLET, MOUNTED 0 18" AFF, TO CENTER. TELEVISION OUTLET, MOUNTED 0 18" AFF, TO CENTER. DISCONNECT SWITCH. SIZE/POLES/FUSE JUNCTION BOX, CEILING MOUNTED (PROVIDE RATED J-BOX AS REQUIRED) JUNCTION BOX, WALL MOUNTED SMOKE ALARM, 120V, W/BATTERY BACK-UP. EXHAUST FAN CONNECTION (FAN BY DIV. 23) FIRE ALARM AUDIBLE DEVICE, WALL MOUNTED 80"AFF, TO BOTTOM FIRE ALARM COMBINATION AUDIBLE/VISUAL DEVICE (75 CANDELA, MIN.), WALL MOUNTED 0 80"AFF, TO BOTTOM. FIRE ALARM VISUAL DEVICE (75 CANDELA, MIN.), WALL MOUNTED 0 80"AFF, TO BOTTOM. MANUAL FIRE ALARM PULL STATION, MOUNTED 0 48"AFF, TO CENTER, FACP FIRE ALARM CONTROL PANEL BUILDING SMOKE DETECTOR HEAT DETECTOR CEILING FAN POWER PANEL DOORBELL PUSHBUTTON DOORBELL M DOORBELL TRANSFORMER 0- 'DO NOT USE' ELEVATOR LIGHT, WALL MOUNTED AT 48" AFF TO CENTER. ELEVATOR WARNING LIGHT GROUNDING i 1. GROUND RODS WILL BE INSTALLED TO A DEPTH TO ACHIEVE AN IMPEDANCE OF 5 OHMS OR LESS, THEY WILL BE TESTED AND RECORDED AT TIME OF INSTALL. ALL TESTING TO BE INDEPENDENT OF THE POWER COMPANY GROUNDING. 2. GROUND RODS, LIFER BOND AND SERVICE ENTRANCE WILL BE BONDED TOGETHER WITH 4/0 AWG. 3. PROVIDE #4 COPPER GROUND TO FACP CLOSET IN BREEZEWAY. 4. GROUND SHOULD BE TESTED ANUALY TO CHECK FOR DEGRADATION. FORTIFY AS NECESSARY. .. ■ i ..-' Maximum Operating Voltage: 48Volts DC Typical Leakage Current; <5iu amps Maximum Data Rate: 22 Kbs Operation Temperature: -40 to +85'C Connection: Dual Terminal Blocks Lines Protected: One pair Installation Configuration: In- Une Series CONTINUOUS #4 STEEL REBAR IN THE FOUNDATION FOOTER J F/A CIRCUITS LOCATED ON THE EXTERIOR OF THE BUILDING I.E. FLOW AND TAMPER SWITCHES ON A BACKFLOW, MUST BE SURGE PROTECTED AND PROPERLY GROUNDED. REFER TO F/A SPEC FOR ADDITIONAL DETAILS. GROUNDING PLAN TEMPLATE NOT TO SCALE OCCUPANCY SENSOR SCHEDULE SYMBOL DESCRIPTION CI PIR-CEILING MOUNT SENSOR 24 VDC/VAC, 11 mA, WATTSTOPPER CI-205 OR EQUAL DUAL ULTRASONIC/PIR-CEILING MOUNT SENSOR, 24 VDC/VAC, 35mA. DT WATTSTOPPER DT-305 OR EQUAL. ® PIR-WALL SWITCH DECORATOR MOTION SENSOR, 120/277 VAC, 800/1200W. WATTSTOPPER PW-100 OR EQUAL. D1 DUAL ULTRASONIC/PIR-WALL SWITCH DECORATOR MOTION SENSOR, 120/277VAC, 800/1200W. WATTSTOPPER DW-100 OR EQUAL. ® POWER PACK 120/277 VAC; 20 AMPS, 225mA SECONDARY. WATTSTOPPER BZ-150 OR EQUAL. DUAL ULTRASONIC/PIR-WALL MOUNT SENSOR, 24 VAC/VDC, 35mA. WATTSTOPPER DT-205 OR EQUAL. ULTRASONIC -CEILING CORRIDOR MOTION SENSOR, 24 VDC/VAC, 40mA. WATTSTOPPER WT-2250 OR EQUAL I NOTES: 1. IN ROOMS WITH SWITCHES, OCCUPANCY SENSOR(S) SHALL BE WIRED IN SERIES WITH SWITCH. 2. PROVIDE LIGHTING CONTACTOR IN ROOMS, WIRE TO A MULTIPLE OF CIRCUITS. SEPARATE CONTACTORS SHALL BE PROVIDED FOR NORMAL AND EMERGENCY POWER CIRCUITS. 3. COORDINATE FINAL LOCATION OF OCCUPANCY SENSORS WITH EQUIPMENT SUPPLIER. INSTALL THE FACP A/C SURGE L SUPRESSION AT THE HOUSE ETER CENTER BREAKER PANEL. REFER TO F/7A'� SPEC. #4 GROUND WIRE BONDED TO ROUND RODS BONDED TO 6 FOUNDATION STEEL FOR THE FIRE FOUNDATION ON ALARM LOOP SURGE SUPRESSION. STEEL WITH 4 GROUNDING AND SURGE PROTECTION COPPER WIRE IS NEEDED FOR F/A LOOP ENTERING AND EXITING THE BUILDING. LOCATION VARIES. REFER TO F/A SPEC FOR ADDITIONAL DETAILS. APARTMENT LIGHTING FlIffURE SCHEDULE MAR DESCRIPTION LAMPS MTD� VOLTS REMARKS N0. iYPE FLUORESCENT WRAP A 2 34 CS �� 1 t0 PROVIDE ENERGY AROUND FIXTURE (F34 SAVING BALLAST WHITE 6" �e B 1 60W 9 CS r 1 O CYLINDER A19 � WHITE " C I DRUM FIXTURE - 1 A10l CS ° 120 D CHROME ROOM 5 (40W 25) I WS 120 MOUNT 0 7' AFF. BEAUTY BARBATH WHITE 11" DRUM FIXTURE -� F ' 2 1 32W l j CS 120 STAIRS Ci CLINE FLUORESCENT 1j 40W FLU R_E�C 2 13W CS 120 CORRIDORS j., G 52 REVERSIBLE CEILING FAN 120 PROVIDE RATED J-BOX I (LISTED AS ENERGY STAR RATED) -- -- -- AS REQUIRED I H "ALPHATRACK" KITWITH 3 TRACK HEADS, 4' TRACK, I CANOPY, DEAD END, FEED/MOUNTING HARDWARE 3 175W PA.R30 CS 120 J SHOWER LIGHT 1 60W ° A19 CS 1 0 2 WET LOCATION K WHITE 48" LONG EXTERIOR 2 32W I 1�0 DAMP FLUORESCENT FIXTURE T8 LOCATION L ADDRESS WALL WASHER(15" L x 6-1/2" H x 3-3/4" D)- 2 13W WS 120 i BUILDING SIGN COLD ROLL STEEL- BLACK PL-QUAD LIGHT S FLUORESCENT STRIP " 24 L x 3 W. EXTENDS 3-1/4� 1 I 17W I T8 WS e 120 UTILITY CLOSET X SELF POWERED LED U 0 CONNECT TO UNSWITCH LEG EXIT SIGN OF ROOM LIGHTING CIRCUIT XA EMERGENCY LIGHTS _ W/BATTERY PACK 2 10W WS 120 CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT "Ak SEE PLANS FOR QUANTITY AND ZONE 3 LOCATION OF DEVICES WIRING FOR FUTURE VISUAL DEVICES IN -� BEDROOMS & BATHROOMS OF FIRST FLOOR UNITS ZONE 2 MOB HEAT DETECTOR ZONE 5 MOUNTED ABOVE FACP 2ND FLOOR A A FIRE PROTECTION SWITCHES FIRE COORDINATE LOCATION WITH MOUNT ON ALARM FIRE PROTECTION CONTRACTOR. FRONT OF CONTROL ZONE 4 BUILDING PANEL AT 10' AFG ZONE 1 3/4" CONDUIT TO CLUBHOUSE HOUSE FOR CONNECTION TO DACT. PANEL 1ST FLOOR FIRE ALARM RISER DIAGRAM-BLDGS TYPE 1, 11 & III TYP. NOT TO SCALE 1. FIRE ALARM CONTRACTOR SHALL SUBMIT FIRE ALARM PLANS TO THE BUILDING DEPT.. FOR APPROVAL WITH ORIGINAL PERMIT DOCUMENTS. PROVIDE CONDUCTOR TYPES AND SIZES, RACEWAY TYPES AND SIZES, EQUIPMENT LITERATURE. 2. ALL COMPONENTS SHALL REFLECT UL FOR FIRE SERVICE USE AND SHALL BE COMPATIBLE. 3. FIRE ALARM SYSTEM SHALL BE IDENTIFIED AS TO WHETHER THEY ARE "POWER LIMITED". 4. CABLE PENETRATION INTO OR THROUGH PLENUM AREAS USED FOR TRANSFER OF ENVIRONMENTAL AIR SHALL BE TEFLON INSULATED TYPE OR OF AN APPROVED TYPE IN ACCORDANCE WITH SECTION 800-3 (D) OF THE NATIONAL ELECTRIC CODE. 5, ALL COMMUNICATION AND POWER LINES TO AND FROM FIRE ALARM CONTROL PANEL TO BE SURGE AND LIGHTNING PROTECTED. 6. MINIMUM WIRE SIZE SHALL BE #14 THWN COPPER, IN 1/2"C (MIN..). PROVIDE LARGER WIRE WHERE REQUIRED TO MAINTAIN VOLTAGE DROP OR SIGNAL STRENGTH WITHIN ACCEPTABLE LIMITS OF NFPA 72, CHAPTER 4. 7. ALL ALARM NOTIFICATION APPLIANCES SHALL MEET REQUIREMENTS OF NFPA 72, CHAPTER 7. 8. BACK-UP POWER FOR EACH FACP AND DACT IN THE CLUBHOUSE, SHALL BE PROVIDED BY STORAGE BATTERIES WITH CHARGING EQUIPMENT PER NFPA 72, PARAGRAPH 4.4.1.5 REQUIREMENTS. BATTERIES SHALL HAVE SUFFICIENT CAPACITY TO OPERATE THE FIRE ALARM SYSTEM UNDER QUIESCENT LOAD (SYSTEM OPERATING IN AN ON -ALARM CONDITION) FOR A MINIMUM OF 24 HOURS AND, AT THE END OF THAT PERIOD, SHALL BE CAPABLE OF OPERATING ALL ALARM NOTIFICATION APPLIANCES USED FOR EVACUATION OR TO DIRECT AID TO THE LOCATION OF AN EMERGENCY FOR 5 MINUTES. EQUIPMENT GROUNDING AR NDING FULL SIZE SERVICE EQUIPMENT BONDING JUMPER ,Pf URE FULL SIZE GROUNDING ELECTRODE CONDUCTOR (SEE RISER DIAGRAM FOR SIZE) MAIN UNDERGROUND METAL WATER PIPE (BOND TO PIPING ONLY WHEN METAL PIPING IS INSTALLED) I` ♦ M ! t ♦ tip /'' NOTE: 2 GROUNDS REQUIRED UNLESS TESTED TO BE LESS THAN 25 OHMS. 2-5/8"0 x 10'L COPPER CLAD GROUND RODS GROU14DING DETAIL NOT TO SCALE .a S7� 6 TWEZAM 756 'e`!lt,.►...et1 SGM EN ' EERING9 'NC■ M E P C O N S U L T I N G E N GI N E E R S 935 Lake Baldwin Lane TEL:(407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 & (As EB-00006208 Project number. 29122 www.agmengineering.com Copyright ©2009 SGM Engineering, Inc. 3 m �`FORUME M_ r 0 N ARCHITECTURE & INTERIOR DESIGN, INC. c •9 PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 c phone: 407.830.1400 06 fax: 407830:4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: Q SHEET REVISIONS: EDITED BY: z PROJECT NO. 09-2587 z c� 0 Electrical Details LU it z -F_ T -f _ - - - T_T__T_ -, , r - - -T -T 43 PANEL A SERVICE 120/208V-30-4W MINIMUM BREAKER AIC 22,000 LOCATION JANITOR/MECHANICAL RATING 300A MLO MOUNTING SURFACE ROOM LOAD DESCRIPTION BKR KVA CKT' NO. KVA BKR LOAD DESCRIPTION TRIP POLES OA OB OC OA OB OC TRIP POLES M-AHU-1 50 2 3.6 1 1 2 2.4 40 2 M-HP-1 M- - - 3.6 13 4 2.4 - - M- M-AHU-2 50 1 2 3.6 5 6 2.4 40 2 M-HP-2 M- - - 3.6 7 8 2.4 - - M- M-AHU-3 30 2 .2.3 9 10 1.6 30 2 M-HP-3 M- - - 2.3 11 12 1.6 1 - - M- E -ELECTRIC WATER HEATER - 3 60 2 4.5 13 14 6.5 90 2 A -DRYER E- _ - - 4.5 1516 6.5 - - A- L -MANAGER, MAIL, LEASE, CONF. 20 1 1.2 17 18 1.6 20 1 L-CLUB RM, RESTROOMS E-FACP 20 1 .50 19 20 1.0 20 1 L-EXTERIOR LIGHTS R-LEASING, CONFERENCE RM. 1 20 1 1.1 21 22 1.4 20 1 L-GALLERY, FITNESS RM. L-CAFE/MULTIPURPOSE 20 1 1.1 23 24 0.8 20 1 L-LAUNDRY, SALON, MECH. RM. L-FOYER 20 1 0.9 25 26 0.9 20 1 R-MANAGER OFFICE, STORAGE R R-CLUB ROOM RECEPTACLE 20 1 0.6 27 28 0.9 20 1 R-CLOSING OFFICE, RECEPTION R-CLUB ROOM RECEPTACLE 20 1 0.72 29 30 0.4 20 1 R-BUSINESS OFFICE L-SITE LIGHTING 20 1 0.7 31 32 0.4 20 1 R-BUSINESS OFFICE L-SITE LIGHTING 20 1 0.7 33 34 0.9 20 1 R-FITNESS, MECH., EXTERIOR L-SITE LIGHTING 20 1 0.4 35 36 0.6 20 1 R-FITNESS AREA RECEPTACLES L-SITE LIGHTING 20 1 0.4 37 38 4.5 60 2 E-VAC-PAC POOL PANEL L-SIGN/LANDSCAPE LIGHTS 20 1 0.8 39 40 4.5 - - E- SPACE - -1 0.0 4142 1 0.0 - -IS-SPACE TOTALS 14.2 1 13.6 9.3 18.1 8.2 1 7.4 SERVES CONN. LOAD - KVA D.F. _1 CALC. DEMAND - KVA NOTES: 1. NON -COINCIDENT LOAD LIGHTING 11.00 1.25 13.75 RECEPTACLES - 1ST 10 KVA 6.52 1.0 6.52 RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 MECHANICAL 31.80 1.00 31.80 EQUIPMENT 18.50 1.0 18.50 APPLIANCE 13.00 0.75 9.75 SPARE/SPACE 0.00 1.0 0.00 OTHER 0.00 1.0 0.00 TOTALS 80.82 1 1 80.32 1 CALCULATED AMPS: 223 PANEL MDP SERVICE 120/208�/-3m-4W MINIMUM BREAKER AIC 22,000 LOCATION EXTERIOR WALL RATING 600A M.C.B MOUNTING SURFACE NEMA-3R BKR KVA CKT, KVA BKR LOAD DESCRIPTION NO• LOAD DESCRIPTION TRIP POLES OA OB IBC OA 0B OC TRIP POLES O-PANEL C 60 3 2.4 1 2 26.8 300 3 0-PANEL A 0- - - 2.4 3 4 26.8 - - 0- f 0- - - 2.4 5 6 26.8 - - 0- O-PAN€L B 200 3 18.6 7 8 0.0 30 3 0-SURGE PROTECTIVE DEVICE 0- - - 18.6 9 10 0.0 - - 0- 0- - - 18.6 11 12 0.0 - - 0- f.. �5y"`, .. 'b •�` {` i,$" .$<. , x o" m - .. s=O L> %s, _. kj i '� Aga. ^` A,... F ♦ .. ' z , 71 "y6F vb t,; e,�+ E: ',. ° A 47-7 .:rv, _� .✓' sd y r S°4 s'-F .z , r•E, ' abed° .,:'" :,` e^ r; 'n 1' �'"e, k�r s`' ;? r e .*'' 1 '''"k, ti 'tQ ,, Y '-'°°a4'''' '�"v. 3''• ,ec .'S., AR ey 7r e ,n °�.. L,,. dam.✓ eF ,+' q�C 3 s "t1''< f f RF T a . fi yg yam+ R .a ; .s' "� F'$• e, {- `a p=,,, fy5. 'e,e F:`y. `p,..s..• r .F v, J��, .<..s'° -,+i ^+. c 1''>� ja'4. j cx`i, ' �' `a, y •'.. "3 {�' 4 J' - .3� `'S� D: ` ri� Js_ o r f• fi,P+ sa..''y"� dam" _ '✓1'°'.� :"`!<',' /Uet%.. `.,.�. '� A 1 f F 4 F[ `F, fi TOTALS 1 21.0 121.0 121.0 26.8 1 26.8 26.8 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: 1. NON -COINCIDENT LOAD LIGHTING 0.00 1.25 0.00 RECEPTACLES - 1 ST 10 KVA 0.00 1.0 0.00 RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 MECHANICAL 0.00 1.00 0.00 EQUIPMENT 0.00 1.0 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.00 1.0 0.00 OTHER 143.40 1.0 143.40 TOTALS 143.40 1 143.40 CALCULATED AMPS: 398 PANEL B SERVICE 120/208V-30-4W MINIMUM BREAKER AIC 21000 LOCATION JANITOR/MECHANICAL RATING 200A MLO MOUNTING SURFACE ROOM LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP ! POLES OA OB OC OA OB OC TRIP POLES A -DRYER I 30 2 2.5 1 1 12 3.1 50 2 M-HP-4 A- - - 2.5 3 4 1 3.1 - - M- A -DRYER 30 2 2.5 5 6 1.5 25 2 M-HP-5 A- - - 2.5 7 8 1.5 - i - IM- R-CLUBROOM RECEPTACLES 20 1 1 1.1 9 10 3.8 50 2 M-AHU-4 R-FIREPLACE RECEPTACLE 20 1 0.4 11.12 3.8 - - M- A -WASHING MACHINE 20 I 1 1.5 13114 2.5 30 2 M-AHU-5 A -WASHING MACHINE 20 1 1.5 15 j 16 2.5 - - M- A -WASHING MACHINE 20 1 1.5 17 18 0.8 20 1 A -GARBAGE DISPOSAL R-LAUNDRY ROOM, EXTERIOR 20 1 .90 19 20 1.5 20 1 R-SALON HAND DRYER A -KITCHEN APPLIANCE 20 1 i 1.5 21 221 1 0.6 20 1 R-SALON COUNTER RECEPTACLES A -KITCHEN APPLIANCE 20 1 1 1.5 23 24 0.9 20 1 IR-SALON WALL RECEPTACLES A -REFRIGERATOR 20 1 1 1.2 25 26 0.8 20 1 R-CLUBROOM FLOOR RECEPTACLE R-FITNESS ROOM RECEPTACLE 20 1 1 1.0 27 28 0.9 20 1 R-CLUBROOM RECEPTACLES R-FITNESS ROOM RECEPTACLE 20 1 1.0 29 30 0.72 20 1 R-CAFE/MULTIPURPOSE RECPTS. R-CAFE/MULTIPURPOSE,STORAGE 20 i 1 0.9 31 32 1.0 1 20 1 R-FITNESS ROOM A -DISHWASHER 20 1 1.5 3334 1.0 20 1 R-FITNESS ROOM R-CAFE/MULTIPURPOSE DEDICAT. 20 1 0.5 35136 1.0 20 1 R-FITNESS ROOM R-PREPARATION COUNTER RECS. 20 1 0.8 37 38 0.8 20 1 E-ELECTRIC WATER COOLER E-EWH-4 60 12 4.5 39 0 0.72 20 1 R-RESTROOMS-GFCI E- - ! - 4.5 41 2 0.0 - - S-SPACE TOTALS 10.3 13.6 11.9 11.2 12.6 8.7 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: 1. NON -COINCIDENT LOAD LIGHTING 0.00 1.25 0.00 RECEPTACLES - 1 ST 10 KVA 10.00 1.0 10.00 RECEPTACLES - ABOVE 10 KVA 5.74 0.50 2.87 MECHANICAL 21.80 1.00 21.80 EQUIPMENT 9.80 1.0 9.80 APPLIANCE 21.00 0.75 15.75 SPARE/SPACE 0.00 1.0 0.00 OTHER 0.00 1.0 0.00 TOTALS 68.34 1 60.22 1 CALCULATED AMPS: 167 SERVICE LOAD CALCULATION I PER NEC ARTICLE 220 CONNECTION (9JA Df DEMAND (KYA) LIGHTING 11.00 1.0 11.00 +25% LTG. 2.75 RECEPTACLES 22.26 FIRST 1OKW 01.0 10.00 REMAINDER 00.50 6.13 APPLIANCE LOADS 34.00 00.75 25.50 EQUIPMENT 22.30 01.0 22.30 HVAC LOADS HEATING LOAD 31.60 COOLING LOAD 22.00 53.60 01.0 53.60 SUBTOTAL 131.28 +ALLOWANCE FOR POOL EQUIPMENT (91(VA) 1.25 11.3 TOTAL 142.58 KVA 142.58 KVA 0208V-30-4W 396A TOTAL 396A USE 500A (2) RUNS OF (4)350 KCM AL, 3"C = 500A SINGLE LINE DIAGRAM NOTES: 1. 2-SETS: 4-#350 KCMIL, THWN AL, 3"C. EACH. 2. 4-#500 KCMIL, 1-#3 GND, THWN AL, 3"C. 3. 1-#2/OGND, THWN Cu, 3/4"C. 4. 3/40" x 10' LONG COPPERCLAD GROUND ROD. 5. 4-#10, 1-#10GND, THWN Cu, 3/4"C. 6. 500 AMP, 3P, MAIN DISTRIBUTION PANEL, NEMA 3R ENCLOSURE, AIC=22,000 AMP. 7. NEUTRAL BUS. 8. GROUND BUS. 9. #2/0 GROUND TO NEUTRAL BUS TIE. 10. 46 1 10G CU 1"C 11. (4) #250 KCMIL, (1) #4 GRD, THWN AL IN 3" CONDUIT. 12. (4) #4 AL, (1) #8 GIRD AL IN 1j" CONDUIT. OUTSIDE COMMUNITY INSIDE COMMUNIg BUILDING BUILDING MDP SURGE METER RRESTO CAN ZA PANEL "A" PANEL PANEL O 6X361 jMCCBB `' I CT CAB �/ P FINISHED GRADE A on " TO VAC -PAC POOL EQUIPMENT PANEL TO POWER COMPANY -�- TRANSFORMER, 120/208V, 3PH, 4W BLDG. SERVICE METAL STEEL C.W.P. ELECTRICAL RISER - COMMUNITY CENTER NOT TO SCALE .�0 ` Cv� ♦ Y ,t F 0 _ t � SGM ENGINEERING, INC. M E P C O N S U L T I N G E N G I N E E R S 935 Lake Baldwin Lane TEL• (407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 & (As, * EB-00006208 Project number: 29122 www.sgmengineering.corn Copyright ©2009 SGM Engineering, Inc. 3 m aFORUME r 0 ARCHITECTURE & INTERIOR DESIGN_ INC. .m PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax:407.830.4143 AA0002731 www.forumarch itecture. corn Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: Z� SHEET REVISIONS: 08/25/2010 : 3 EDITED BY: Misc. Coordination 3 PROJECT NO. 09-2587 E 16.92 IiCI IF �I T ARCHITECTURAL SHEETS 7,ePhyrh1119-. a� U U) Q ('7 kn 00 c9 O O fV ti 0) 0 a Owner. FINLAY INTERESTS 13, LTD. The Brandywine Center I. 580 Village Boulevard, Suite 360 1 West Palm Beach . Florida . 33409 P: 561.242.4814 1 F: 561.242.5304 Architect. FORUM ARCHITECTURE & INTERIOR DESIGN, INC. 745 Orienta Avenue. Suite 1121 1 Altamonte Springs . Florida . 32701 P: 407.830.1400 1 F: 407.830.4143 1 E: jchue@forumarchitecture.com Structural Engineer. MCLAREN ENGINEERING GROUP 5728 Major Boulevard, Suite 603 1 Orlando . Florida . 32819 P: 407.354.5411 1 F: 407.354.5411 1 E: roleck@mgmclaren.com P.M.E. Engineer. SGM ENGINEERING, INC. 935 Lake Baldwin Lane I Orlando. Florida. 32814 P: 407.767.5188 1 F: 407.767.5772 1 E: victor@sgmengineering.com 41 Zephyrhills, FL Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA Codes and local ordinances. NY Date luwi A19.40 Garage Title Sheet, Drawing Index & Issue History A19.41 Garage General Notes & Code Compliance A2 01 Architectural Site Plan A19.42 Garage Floor Plans & Elevations 3 4 A19.43 Garage Details, Assemblies & Door Schedule STRUCTURAL SHEETS S19.44 Garage Foundation Plan & Details S19.45 Garage Roof Framing Plan, Schedules & Details PLUMBING SHEETS IFORUM-0 r 0 N ARCHITECTURE & INTERIOR DESIGN, INC. m PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL �0 Q SET DISTRIBUTIONS: EDITED BY: JT U ? PROJECT NO. 09-2587 z 0 1 Garage Title Sheet, W Drawing Index z & Issue History W U W F I U d Al 9.40 0 L co v M U a M C) 0 N CD N C O O MOM 3EARING 10'-0" 'RUSS BRG. 0'-0" F.F. 1 /4"=1 '-0" 10'-0" 'RUSS BRG. 0'-0'f F.F. 1 /4"=1'-0" 1x12 6 519.45 7 S19.45 (V N s 71 IW-1 b�l_ff 8'-9" 01 I B.O. SOFFIT I 17 � CABLE ROOM I 0 O Q o 0— Iloi 17 � I W-2 0 I CARPORT GARAGE N I -- ------- 07 ---------------------� I' 02 1 W-1 I 3 I I W3 0 01 I 17 1 � 6 17 W-1 I 2 S19.45 i SlM. i 18 a 1 2 I 13'-1 1 /2" i 1 "22'-6 3/4" 1 4'-8 314" 15'-51 /2" 7'-31 /2" I 42'-91 /2" 10'-01 /4" 20'-01 /2" 10'-0 1 /4" 1 /4"=1'-0" SHEET NOTES A REFER TO SHEET Al9.41 FOR GENERAL NOTES B REFER TO SHEET A19.43 FOR CONSTRUCTION ASSEMBLIES C ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL LAP SIDING TO BE WOOD GRAIN TEXTURE D REFER TO SHEET A19.43 FOR DOOR DETAILS ® KEY NOTES 01 PROVIDE PIPE SLEEVE(S) FOR CABLE/WIRING AS REQUIRED. CONTRACTOR TO COORDINATE 02 WALL MOUNT FIRE EXTINGUISHER 03 ROOF ASSEMBLY PER SPEC 04 CONTINUOUS 2x8 ALUM CLAD FASCIA, PLUMB CUT WITH ALUM. DRIP EDGE. COLOR TO BE SELECTED BY OWNER 05 CONTINUOUS PERFORATED FIBER CEMENT SOFFIT AT EAVE OVERHANG W/ INSECT SCREEN 06 ALUM GUTTERS & DOWN SPOUTS WHERE INDICATED. COLOR TO BE SELECTED BY OWNER 07 12" DEEP VINYL COATED WIRE SHELF. G.C. TO COORDINATE SHELF HIGH W/ LOCATION OF ELECTRICAL EQUIPMENT 08 22"x36" ATTIC ACCESS PANEL, CONTRACTOR TO COORDINATE LOCATION 09 TYPICAL FASCIA TRIM: 2x8 ALUM. CLAD CONTINUOUS FASCIA BOARD W/ ALUMINUM DRIP EDGE ABOVE @ ROOF PERIMETER. SEE SHEET A7.03 FOR SOFFIT DETAILS. 10 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ELEVATION: 6" EXPOSURE 11 FIBER CEMENT TRIM BOARD: WIDTH AS INDICATED. PROVIDE FLASHING AS NECESSARY 12 DOORS PER SCHEDULES. PROVIDE 1x4 TRIM AROUND DOORS, UNO 13 ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED/ COLOR TO BE SELECTED BY OWNER. COORDINATE / LOCATIONS WITH ROOF PLAN AND SITE CONDITION . 14 ONE-PIECE CORNER TRIM:1X4X4 15 FIBER CEMENT PANEL 16 TRIMMED COLUMN, SEE DETAILS 17 2X6 FRAME WALL (18'0' KNOX BOX 4 ®LEGEND FE FIRE EXTINGUISHER ro 0 FORUME r 0 U) ARCHITECTURE & INTERIOR DESIGN, INC. m PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 o 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 u www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL Y N mo ' 0 w V o- Q �ET DISTRIBUTIONS: 12/17109 Bid Set 03/02110 Permit Set Q SHEET REVISIONS: 08/25/10 3 Misc. Coordination 3 09/14/10 4 Fire Dept Comments _ y EDITED BY: i PROJECT NO. 09-2587 Garage Floor & Roof Plans 3/4"=1'-09' 1 /4"=1 '-0" Al 9.42 12" MIN v FIN FLOOR CONDENSATE LINE 6" MIN. ABOVE FINISHED GRADE ON SODDED OR MULCHED AREAS ONLY �w � 111111111111�1�1 O t SLEEVE FIRE RATED PARTITION �iR FLOW LOUVER EXTERIOR WALL s N a _ Z REAR GUARD NOT TO SCALE D N GARAGE BUILDING MECHANICAL PLAN SCALE: 1 /4" = 1'-0" /V1►IRC►IM►II� 11►OT CONDENSING UNIT TIE DOWN (MIAMI TECH, INC. CUTD1 COLD —ROLLED GALV STEEL) 8 TOTAL FOR EACH UNIT (1)1/4- DIA STAINLESS STEELSCREW FROM STRAP TO CONDENSER (1)3/16" DIA x 2" TAPCON FROM STRAP TO CONIC PAD HVAC KEY NOTES (D 1. EE::L WALL MOUNTED EXHAUST FAN WITH BACKDRAFT DAMPER. 2. 18X18 INTAKE LOUVER RUSKIN EME520D. 3. CONTRACTOR TO PROVIDE H2 SENSOR 1' BELOW CEILING AND INTERLOCK TO EF-1. EF-1 WILL ACTIVATE WHEN H2 LEVELS REACH 1 % TOTAL VOLUME. 4. MOUNT CU ON 4" THICK CONCRETE PAD. PAD DIMENSIONS SHALL EXCEED CU DIMENSIONS BY 6" ON ALL SIDES AND SHALL ALLOW FOR REFRIGERANT PIPING STUB —UP. PLACE CU AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. ANCHOR CU'S SECURELY TO PAD WITH 4-3/4" LAG BOLTS AND OVERSIZED. WASHERS. LOCATION OF CU IS APPROXIMATE. COORDINATE CLOSELY WITH LANDSCAPING PLANS AND ARCHITECTURAL DETAILS. 5. REFRIGERANT LINES. ROUTE FROM AHU, BELOW GRADE, AND UP THRU CU PAD. IN PVC CHASE, SEAL CHASE ENDS WATERTIGHT INSIDE & OUT. INSULATE SUCTION. 6. PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU BELOW GRADE TO JUST BEYOND EXTERIOR WALL. AIR CONDITIONING UNIT SCHEDULE MARK AHU-4/CU-4 TYPE STRAIGHT COOL TOTAL COOLING CAP (MBH Q ARI) 23.0 SENSIBLE COOLING CAP. (MBH 0 ARI) 17.0 AHU CONFIGURATION VERTICAL SUPPLY AIR (CFM) 790 OUTSIDE AIR (CFM) — EXTERNAL STATIC PRESS. (IN.WTR.) 0.3 EVAPORATOR FAN MOCP 1/3 VOLT/O 240/1 FLA 1.7 ELECTRIC HEAT KW — VOLT/O — STAGES — COMPRESSORS NUMBER — VOLT/O 240/1 RLA/LRA (EA) 9.2/43.0 STAGING (%) 0-100 CONDENSER FAN MOCP 1 VOLT/0 240/1 MCA 13.0 FLA (EA) 1.5 AREA SERVED CABLE ROOM MANUFACTURER PAYNE AHU MODEL PF4MNA024 CU MODEL PA14NA024 MINIMUM EER OR SEER 14.0 SEER OPERATING WEIGHT (AHU/CU) 125/175 REMARKS 1-5 NOTES: 1. REFRIGERANT LINES AND INSULATION SHALL BE SIZED AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PROVIDE SUBMITTALS ON INSULATION WITH EQUIPMENT SUBMITTALS. 2. MCA = MINIMUM CIRCUIT AMPACITY 3. EXTERIOR INTERLOCK WIRING BETWEEN AHU AND CU MUST BE RUN IN LIQUIDTITE FLEXIBLE CONDUIT. 4. TRANE OR CARRIER COMPLYING WITH DESIGN PARAMETERS ARE APPROVED ALTERNATE MANUFACTURERS. 5. INSTALL PER MANUFACTURERS RECOMMENDATION. EXHAUST FAN SCHEDULE i FAN NO. AIR EXTERNAL MOTOR DRIVE VOLT NOTES SUGGESTED OR SYMBOL QUANITY, CFM STATIC, IN WATER (MM WATER) POWER, HP RPM tDx DIRECT BELTPH MANUFACTURERS (SEE SPECIFICATIONS) MAKE MODEL EF-1 550 0.1 1/30 1650 D 120/1 1,2,3,4 GREENHECK SE1-10-428—P NOTES: 1. PROVIDE WITH BACKDRAFT DAMPER. 2. PROVIDE CONTROL BY HYDROGEN SENSOR (H2). 3. PROVIDE WITH UNIT MOUNTED DISCONNECT 4. AIRKING IS THE APPROVED ALTERNATE MANUFACTURER. PE JZ4. �`o�: •,� s•'••.:��� SGM ENGINEERING, INC. >: NO. 7 5 M E P C O N S U L T I N G E N G I N E E R S * s 935 Lake Baldwin Lane TEL• (407) 767-5188 r rot OF i A Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 P. 44 w EB-00006208 i o'er^••' L .••' • Project number. 29122 �'�, ..• •� �G```� www.sgmenginsering.com JOSS785 Copyright o 2009 SGM Engineering, Inc. 3 m aFORUME r 0 ARCHITECTURE & INTFRInR nFSIrN Mr. C y PLANNING I ARCHITECTURE I INTERIOR DESIGN m 0 0 745 orienta avenue, suite 1121 Z altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com w N .5 d L N C 0 U 0 L a m 3 Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL EDITED BY: 0 K PROJECT NO. 09-2587 Garage Mechanical Plan M19n,48 N I I l �r rr- r Ill T 11 1 A I [It II I (VIA PHOTOCELL) PLAN KEY NOTES: (1) ( 3/4" PLYWOOD PAINTED. ALL PLYWOOD TO BE PLACED BETWEEN HEIGHT 3'-0" AND 7'-0". ® 2—#12, 1-#12GND, THWN CU, J"C. BATTERY CHARGER. (VERIFY LOCATION WITH OWNER). 1. 3-2/0 AL, 1-1 /2"C. 2. 3—#2/0 AL, 1—#6 GND AL, 2"C. 3. 125 AMP, 2P, S/N ENCLOSED CIRCUIT BREAKER, NEMA 3R ENCLOSURE, 4. 1—#4 THWN Cu, GREEN GROUND WIRE, IN 1/2"C. 5. 5 8"0 x 101 COPPERCLAD GROUND ROD. INSTALL ADDITIONAL GROUND RODS AS REQUIRED TO PROVIDE MAX. OF 25 OHMS RESISTANCE TO GROUND. i rm, ivy SERVICE) 5 POWER RISER DIAGRAM NOT TO SCALE LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION VOLTAGE LAMPS REMARKS AC 4" FLUORESCENT STRIP FIXTURE, ELECTRONIC BALLAST 120 2—F32T8 GARAGE BUILDING E ERIOOR�RN AD 120 1— P W TRASH COMPACTOR, GARAGE BLDG. CHLORIDE CONNECT TO UNSWITCH LEG AE CEL 120 OF ROOM LIGHTING CIRCUIT CHLORIDE CONNECT TO UNSWITCHED LEG 7JAX EIXT SIGN RLNIRA 120 OF ROOM LIGHTING CIRCUIT EQUIPMENT- GROU BAR NDING FULL SIZE 10' MIN. y 11 "-, r,-� / STEEL NEUTRAL BUS BONDING JUMPER (5PI)OSURE FULL SIZE GROUNDING ELECTRODE CONDUCTOR (SEE RISER DIAGRAM FOR SIZE) MAIN UNDERGROUND METAL WATER PIPE (BOND TO PIPING ONLY WHEN METAL PIPING IS INSTALLED) / ' NOTE: 2 GROUNDS REQUIRED UNLESS TESTED TO BE LESS THAN 25 OHMS. 2-5/8"0 x 10'L COPPER CLAD GROUND RODS GROUNDING DETAIL NOT TO SCALE ���►11111##ftlf� ��' ••� '�''••'� '' SGM ENGINEERING4 INC. M E P C O N S U L T I N G E N G I N E E R S 935 Lake Baldwin Lane TEL: (407) 767-5188 Baldwin Park, FAX:(407) 767-5772 ThTE C)F Orlando, Florida 32814 �As �i EB-00006208 ;,•'���'1.•1' �v w Project number: 29122 i •'••..... :. ��� www.sgmengineering.com NE R •eZ6)`56 Copyright ©2009 SGM Engineering, Inc. FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orients avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: Z� SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 Garage Electrical Plan E 19.49 W 6 U Q T co C) r Q N 0) C O 0 Owner. FINLAY INTERESTS 13, LTD. The Brandywine Center I. 580 Village Boulevard, Suite 360 1 West Palm Beach . Florida 33409 P: 561.242.4814 1 F: 561.242.5304 Architect. FORUM ARCHITECTURE & INTERIOR DESIGN, INC. 745 Orienta Avenue . Suite 1121 1 Altamonte Springs . Florida . 32701 P: 407.830.1400 1 F: 407.830.4143 1 E: jchue@forumarchitecture.com Structural Engineer. MCLAREN ENGINEERING GROUP 5728 Major Boulevard, Suite 603 1 Orlando . Florida . 32819 P: 407.354.5411 1 F: 407.354.5411 1 E: roleck@mgmclaren.com P.M.E. Engineer. SOM ENGINEERING, INC. 935 Lake Baldwin Lane I Orlando . Florida. 32814 P: 407.767.5188 1 F: 407.767.5772 1 E: victor@sgmengineering.com Zephyrhills, FL Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with a1k" fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the con tractoPs SOL responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further 3xamination or site 'nspecbon reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance wfth all applicable NFPA Codes and local ordinances. p I N! r°i w b MI'I TED PLAN(S) XY ZEPHYRHILLS FII Date: - — RVMWES S OF'FI / S19.33 i Trash Compactor Enclosure Structural Plans & Details i PLUMBING SHEETS f P19.34 Trash Compactor Enclosure Plumbing Plan ELECTRICAL SHEETS E19.35 Trash Compactor Enclosure Electrical Plan ISSUE HISTORY aFORUME m n 0 L N ARCHITECTURE & INTERIOR DESIGN, INC. C PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 o 14b onenta avenue, suite i izi altamonte springs, fl 32701 c phone: 407.830.1400 06 fax: 407.830.4143 AA0002731 u www.forumarchitecture.com 0 C 0 U Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL U � CV m m p � O L Q I SET DISTRIBUTIONS: EDITED BY: U ? PROJECT NO. 09-2587 'z I c� ° Trash Compactor Enclosure Title Sheet, z Drawing Index & 06 _. W Issue History -- -, U W 2 U � AlR 9,30 0 LL 1 I -f17 T T --� — — - ® SHEET NOTES A REFER TO SHEET Al9.31 FOR GENERAL FOUNDATION NOTES FORUMN 00 CU U Cn 2 a- 0) a; r COi w (0 O a (N N 0) C O N Y ^_O LL -.,SLOPE 3"=1'-0" 3"=1'-0" 9'-411 ynno .a- t V 1 /4"=1'-0" *—--% J- 91-4f' 36'-8" B REFER TO CIVIL DRAWINGS FOR CONTINUATION OF CONCRETE SIDEWALK OR PAVEMENT C ALL DIMENSIONS TO BE VERIFIED W/ TRASH COMPACTOR VENDOR PRIOR TO CONSTRUCTION D VERIFY RAMP & STEP ELEVATION REQUIREMENTS W/ CIVIL DRAWINGS E REFER TO SHEET 519.33 FOR STRUCTURAL PLANS & DETAILS F ALL COLORS TO BE SELECTED BY OWNER ® KEY NOTES 01 TRASH COMPACTOR TO BE INSTALLED BY OTHERS, 91-411 CONTRACTOR SHALL SUPPLY REQUIRED ELECTRICAL, CONNECTIONS & STRUCTURAL FASTNERS PER MFR's COMMENCEMENTOFCO SPECIFICATIONS, VERIFY S� UCTION MPACTOR MFR PRIOR TO 02 1/2" FIBER REINFORCED TEXTURED CEMENT PLASTER W/ SAND FINISHED ACCENT BANDS AS SHOWN 03 1 1/2" THICK FIBER REINFORCED CEMENT PLASTER SAND FINISHED ACCENT BAND, SLOPE TOP TOWARDS OUTSIDE 0'-0" 04 PAINTED CMU ON INSIDE 1 /4"=1'-0" 1 /4"=1'-0" 05 1 1/2" STEEL HANDRAIL 06 STEEL GUARDRAIL W/ PICKETS TOP RAIL @ 42" AFF, BOT RAIL @ 2" MAX AFF, PICKET MAX SPACING 4" 07 TRASH COMPACTOR CONTROLS, TOP OF CONTROLS @ 48" MAX 08 6" DIA CONCRETE FILLED 42" BOLLARD, SEE SHEET S19.33 FOR FOOTING DETAILS 09 FIBER CEMENT 2x6 10 FIBER CEMENT 1X6 4 11 3/4" DIA ANCHOR BOLT, 5" MIN EMBED INTO FILLED CELL 12 1/4"xl N4" STEEL ANGLE GATE FRAME 13 3/8" STEEL PLATE 14 1" OD PIPE SLEEVE 15 3/4" OD PIN 16 REQUIRED 60" DIA TURNING SPACE 17 CANE BOLT, PROVIDE SLOTS IN SLAB @ OPEN & CLOSE POSITIONS 18 INDUSTRIAL GRADE STEEL WHEELS 19 STAINLESS STEEL LATCH 20 CHUTE DOOR W/ HANDLE @ 48" AFF MAX ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: EDITED BY: PROJECT NO. Trash Compactor Enclosure Plans, Elevations & Details 09-2587 1., 1 /4"=1'-0° Trash Compactor Enclosure Floor Plan 7— - - I -TfF-1-T---i - I I -FT- I -- 1-11 � i 1-, 1 - - 1 /4"=1'-0" Al 9,32 a (1) Ca v U) a N co c� CU O 0 N N_ N C O O O ,i7 Owner. FINLAY INTERESTS 13, LTD. The Brandywine Center I. 580 Village Boulevard, Suite 360 1 West Palm Beach . Florida. 33409 P: 561.242.4814 1 F: 561.242.5304 Architect. FORUM ARCHITECTURE & INTERIOR DESIGN, INC. 745 Orienta Avenue . Suite 1121 1 Altamonte Springs . Florida . 32701 P: 407.830.1400 1 F: 407.830.4143 1 E: jchue@forumarchitecture.com Structural Engineer. MCLAREN ENGINEERING GROUP 5728 Major Boulevard, Suite 603 1 Orlando . Florida . 32819 P: 407.354.5411 1 F: 407.354.5411 1 E: roleck@mgmclaren.com P.M.E. Engineer. SGM ENGINEERING, INC. 935 Lake Baldwin Lane I Orlando. Florida. 32814 P: 407.767.5188 1 F: 407.767.5772 1 E: victor@sgmengineering.com ARCHITECTURAL SHEETS S19.33 Trash Compactor Enclosure Structural Plans & Details PLUMBING SHEETS P19.34 Trash Compactor Enclosure Plumbing Plan 111111111"ELEC'TRIC, SHEETS Zephyrhills, FL i I t i 1; ILI REV i EW DATE CITY OF ZEPHYRHILLt, PLAINS EXAMINER please be advised this review of plans submitted is a p cursory review to assist the contractor in ;c,r�l iiance wi This review is not intended applicable fire safety codes. of the submitted plans. it is the approval to be a final app sole responsibility to ensure that the plans are in contractor's rlicanl. JIr-PA (codes and complete compli«nce with all ap�- �- local ordinances. In the ev, it that : < ,,er .xami! �.�c,n o its'-')3 ",e - _ ,f nor -trnpl,ance, site inspection reveals area p ;� ex et e to ut1 y, th..ir sc v. p _ the contractor's sole re �por those areas in CoriaACe fhi­ Cky assumes no bring for the contra :)es` �iiur to in compliance responsibility with all applicable NFPA Code and local ordinances. ISSUE HISTORY 12/17/09 Bid Set 1 01125110 Misc. oor Cdination _ _ _ 03/02/10 Permit Set 4 09/14/10 Fire Dept Comments "MMEC PLAN16E N 1MVffiWFb SY ZEPHYILLS Sa Date:H(S m a a m FORUMM 0 N ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 u www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL Y N 9 m O �✓ l� O W Q � � Q a � i I /n V 4 3 W DISTRIBUTIONS: 12/17109 Bid Set 03/02/10 Permit Set Q SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 Trash Compactor Enclosure Title Sheet, Drawing Index & Issue History Al 9,30 e e SHEET NOTES A REFER TO SHEET Al9.31 FOR GENERAL FOUNDATION NOTES FORUME m U) 04 0 N v 0 .o 2 0 bi I -..-,SLOPE 09 X'--TF/ 10 311=1'-011 3"=1'-0'1 91-411 1 /4"=11-011 i AI A11 1 /4"=1 '-011 ■ 1 • •_ il!�! i ir 111;11y; I - on B REFER TO CIVIL DRAWINGS FOR CONTINUATION OF CONCRETE SIDEWALK OR PAVEMENT C ALL DIMENSIONS TO BE VERIFIED W/ TRASH COMPACTOR VENDOR PRIOR TO CONSTRUCTION D VERIFY RAMP & STEP ELEVATION REQUIREMENTS W/ CIVIL DRAWINGS E REFER TO SHEET S19.33 FOR STRUCTURAL PLANS & DETAILS F ALL COLORS TO BE SELECTED BY OWNER KEY NOTES 9'-411 01 TRASH COMPACTOR TO BE INSTALLED BY OTHERS, CONTRACTOR SHALL SUPPLY REQUIRED ELECTRICAL, CONNECTIONS & STRUCTURAL FASTNERS PER MFR's SPECIFICATIONS, VERIFY COMPACTOR MFR PRIOR TO COMMENCEMENT OF CONSTRUCTION 02 1/2" FIBER REINFORCED TEXTURED CEMENT PLASTER W/ SAND FINISHED ACCENT BANDS AS SHOWN 03 1 1/2" THICK FIBER REINFORCED CEMENT PLASTER SAND FINISHED ACCENT BAND, SLOPE TOP TOWARDS OUTSIDE 0'-011 04 PAINTED CMU ON INSIDE 1 /4"=1'-0" 1 /4"=1'-0'1 1 /4"=1'-0" 05 1 1/2" STEEL HANDRAIL 06 STEEL GUARDRAIL W/ PICKETS TOP RAIL @ 42" AFF, BOT RAIL @ 2" MAX AFF, PICKET MAX SPACING 4" 07 TRASH COMPACTOR CONTROLS, TOP OF CONTROLS @ 48" MAX 08 6" DIA CONCRETE FILLED 42" BOLLARD, SEE SHEET S19.33 FOR FOOTING DETAILS 09 FIBER CEMENT 2x6 10 FIBER CEMENT 1X6 4 11 3/4" DIA ANCHOR BOLT, 5" MIN EMBED INTO FILLED CELL 12 1/4"xl "x4" STEEL ANGLE GATE FRAME 13 3/8" STEEL PLATE 14 1" OD PIPE SLEEVE 15 3/4" OD PIN 16 REQUIRED 60" DIA TURNING SPACE 17 CANE BOLT, PROVIDE SLOTS IN SLAB @ OPEN & CLOSE POSITIONS 18 INDUSTRIAL GRADE STEEL WHEELS 19 STAINLESS STEEL LATCH 20 CHUTE DOOR W/ HANDLE @ 48" AFF MAX ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL U � N e."r^ M Cd W� 2 p All SET DISTRIBUTIONS: 03102/10 Permit Set 1 Q SHEET REVISIONS: EDITED BY: U ? PROJECT NO. 09-2587 z c� U) Trash Compactor W Enclosure Z Plans, Elevations W & Details U w I U Al 9.32 X 0 LL 07 Q N M 00 m 0 0 N ti N rn C 0 a) 0 ,A Owner. FINLAY INTERESTS 13, LTD. The Brandywine Center I. 580 Village Boulevard, Suite 360 1 West Palm Beach . Florida . 33409 P: 561.242.4814 1 F: 561.242.5304 Architect. FORUM ARCHITECTURE & INTERIOR DESIGN, INC. 745 Orienta Avenue. Suite 1121 1 Altamonte Springs . Florida . 32701 P: 407.830.1400 1 F: 407.830.4143 1 E: jchue@forumarchitecture.com Structural Engineer. MCLAREN ENGINEERING GROUP 5728 Major Boulevard, Suite 603 1 Orlando . Florida . 32819 P: 407.354.5411 1 F: 407.354.5411 1 E: roleck@mgmclaren.com P.M.E. Engineer. SGM ENGINEERING, INC. 935 Lake Baldwin Lane 1 Orlando. Florida. 32814 P: 407.767.5188 1 F: 407.767.5772 1 E: victor@sgmengineering.com Zephyrhills, FL Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. in the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractors sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA Codes and local ordinances. "MITrE'; Pl.ANtiS) IiiAv r✓ rU L' S SY ZEPHYRHILLS FIR Date: rawer: t-R_� CITY OF ZE;IHYRHIILS PLANS E= AMII�L.RV— 1-W- P19.34 1 Trash Compactor Enclosure Plumbing Plan E ff- ELECTRICAL SHEET t i i iFORUME C Q ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 12117109 Bid Set 03102110 Permit Set Q SHEET REVISIONS: EDITED BY: L z PROJECT NO. 09-2587 Z N 0 Trash Compactor Enclosure Title Sheet, w Drawing Index & w Issue History F- U w x U ry it Al 930 0 LL - --I - - -- � I ���-7f- II� Tom— I �{I-- I � �I' h i I 1 I r ! I ki, r r�i.,��s; L o �a ® SHEET NOTES A REFER TO SHEET Al9.31 FOR GENERAL FOUNDATION NOTES FORU 00 P cu U U) a 0) r N cu O O N C�9 N 6') C O N Hinge Elevation Hinae Detail Plan Rear Elevation 3"=1'-0" 3"=1'-0" 9,4" 1 /4"=1'-0" r --% 9'-411 Left Elevation Riaht Elevation B REFER TO CIVIL DRAWINGS FOR CONTINUATION OF CONCRETE SIDEWALK OR PAVEMENT C ALL DIMENSIONS TO BE VERIFIED W/ TRASH COMPACTOR VENDOR PRIOR TO CONSTRUCTION D VERIFY RAMP & STEP ELEVATION REQUIREMENTS W/ CIVIL DRAWINGS E REFER TO SHEET S19.33 FOR STRUCTURAL PLANS & DETAILS F ALL COLORS TO BE SELECTED BY OWNER ® KEY NOTES 91-411 01 TRASH COMPACTOR TO BE INSTALLED BY OTHERS, CONTRACTOR SHALL SUPPLY REQUIRED ELECTRICAL, CONNECTIONS & STRUCTURAL FASTNERS PER MFR's SPECIFICATIONS, VERIFY COMPACTOR MFR PRIOR TO COMMENCEMENT OF CONSTRUCTION 02 1/2" FIBER REINFORCED TEXTURED CEMENT PLASTER W/ SAND FINISHED ACCENT BANDS AS SHOWN 03 1 1/2" THICK FIBER REINFORCED CEMENT PLASTER SAND FINISHED ACCENT BAND, SLOPE TOP TOWARDS OUTSIDE 0'-0" 04 PAINTED CMU ON INSIDE 1 /4"=1'-0" 1 /4"=1'-0" 05 1 1/2" STEEL HANDRAIL 06 STEEL GUARDRAIL W/ PICKETS TOP RAIL @ 42" AFF, BOT RAIL @ 2" MAX AFF, PICKET MAX SPACING 4" 07 TRASH COMPACTOR CONTROLS, TOP OF CONTROLS @ 48" MAX 08 6" DIA CONCRETE FILLED 42" BOLLARD, SEE SHEET S19.33 FOR FOOTING DETAILS 09 FIBER CEMENT 2x6 10 FIBER CEMENT 1X6 4 11 3/4" DIA ANCHOR BOLT, 5" MIN EMBED INTO FILLED CELL 12 1/4"xl"x4" STEEL ANGLE GATE FRAME 13 3/8" STEEL PLATE 14 1" OD PIPE SLEEVE 15 3/4" OD PIN 16 REQUIRED 60" DIA TURNING SPACE 17 CANE BOLT, PROVIDE SLOTS IN SLAB @ OPEN & CLOSE POSITIONS 18 INDUSTRIAL GRADE STEEL WHEELS 19 STAINLESS STEEL LATCH 20 CHUTE DOOR W/ HANDLE @ 48" AFF MAX N 0 2 ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 12117109 Bid Set 03IO2I10 Permit Set EDITED BY: PROJECT NO. 09-2587 Front Elevation 1 /4"=1'-0" � I I il I ;i li r: iII. I�nu.rt ,I id a4 Ir -, -i 1 /4"=1'-0" Al 9.32