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M eeti Sen Zephyrh DRAWING INDEX ............... ...................... ....... ............... .............. _ ........................ _ ............................. ARCHITECTURAL DRAWINGS W ARCHITECTURAL DRAWINGS ■ MECHANICAL DRAWINGS .... ..... .... ..... ..... . STRUCTURAL DRAWINGS %J1 .............. ............... ..................... .... S3.00 General Notes - Foundation Zephyrh S3.01 Foundation Schedule & Detalls ills,S3.31 Building Type III Foundation Plan._._.... ......_ . ......... S4.00 ..... ......... ........ ........ General Notes - Framing S4.01 ......... ...__. Shear Wall Schedule & Details . 54.02 . ......... Framing Sections, Anchorage S........... _............ _....... S4.03 Framing Details & Roof Nailing S4.11 ._ ....................... .............. .................. ... Building Type I Partial Second Floor Framing & Roof Plans S4.12 B. ._.............._._ ... S4.13 ........... ..............................._.._......._._. __ . __................................................._................... Building Type I Partial Third Floor Framing Plan _......_ S4.14 ..................................._....._............._._..._....__................_...._.._.....__.........__......._.._.........._......_.................................... Building Type I Partial Third Floor Framing Plan __...._....... _ ..... S4.15 ...................... Building Type I Partial Roof Framing Plan __..__.._.........._B.. S4.16 _T.......e.l_Partial Roof Framin._...Plan_.........._...._.. g ................_.._ _. . S4.21 _........uildi.ng.....yp...._......_... _ _........ Building Type II Second Floor Framing Plans .. ............................_... S4.22 ...... ........ ........ .............. Building Type II Third Floor Framing Plans S4.23 :........................... .......... ............................. ....... ......... ...... Building Type II Roof Framing Plans ............................. ....................... S4.31 ........... ................................................. ................................ .......................................................... Building Type III Second Floor Framing Plan ....... ................. .. ...._......__............_ S4.32 .. .._..... Building Type III Third Floor Framing Plan _......._...... ................ ............_.........._ S4.33 .................. ._.....--......._......_....._......._.......................__.........._ Building Type III Roof Framing Plan ARCHITECTURAL DRAWINGS 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 11211 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 A7.05 ..... .. . .. . Column Plans & Details 1 E16.00 Electrical Site Plan ..................... ..... .................................. ' ............................... .......................... _. ........................................................ ... ......... E16 01 .... ......... ......... Photometric Site Plan ...... A7.11 ......... Building Type I Sections .. ..... 1 ....... E16.02 ......_... .. .. ........ ....... ... .. Site Plan Luminaire Data Sheets ... ................ ......_ . A7.12 9 ....YP ..............._ .... .. Building Type I Sections ...... .... .... ................................. ........ ........ .................... 1 ..... .... .................... ....... .... ..._.... _..... ........ ..................... E16.11 First Floor Electrical Plan - Building Type I ... ............ ......... ........ ................ ..................... A7.71 Flashing Details E16.12 .. First Floor Lighting Plan - Building Type I .. ............. ....... ......... .......... ....__. ............... ................ ... ... .... .. ................................................._.._. ._ ...................... .. ......... ......... ......_. ._...... ........................... - ......... ... ........................ ............. ... ............ ........ E16.13 ...... ............ ... ....... ... ......... First Floor Power and Systems Plan - Building Type I ....__ A7.91 ......... ............. _ _ . _............................................................ ....._.. Elevated Deck Waterproofing & Roof Flashing Details ......_ ......... ......... ....__ .. .. _ ................. ......_. ........ 1 .. ........... ............. E16.14 .. ......... . .. ._.._. ....... ......... Second Floor Electrical Plan- Building Type I ..... .._.. ........ ......... ....... .__.... ... ....... ........ A7.92 Penetration & Window Installation Details E16.15 ...................... Third Floor Lighting Plan- Building Type I ......................__...................._.......................................... _.............._....... __. _._.... __ .._............... _... __............................................._. A8.01 Stair Plans Building Types I & 11 ........................ ........... __... .................. .; ................. ...................... E16.21 .._..............................._....._..........._ ........_........... _.._._................ ._....__...._......._................................ .......... _....._...._..._... ............ ..........._.._. First Floor Electrical Plan - Building Type 11 ..................;......................_....................... ........__._.........._.._ ........._._,........................................._ A8.02 _..........................._.........._............._...__..............._..................._..............................__......_......... Stair Plans Building Type III _.., ...._ ......_ ._ _..-_......, E1 .22 6 _..._..._..........................................................._._._.......................................................... nElectrical n - Buildin T e 11 Second Floor Plan g Type ....... A8.03 ..........._......_ _ .... Stair Sections 1 .... E16.23 ....... .. ............... Third Floor Electrical Plan - Building Type 11 A8.04 _.. .. ..... Stair Details 1 .... . A8.05 Elevator Hoistway Section &Details 1 E16.31 First Floor Electrical Plan - Building Type Ill ... ... ....._. ........ ... . . __........._... ...... ......._ ........... _..... . ..... E16.32 Second Floor Electrical Plan - Building Type III ......... .............. _ .... .................... A9.11 Door Schedule &Details 1 E16.33 Third Floor Electrical Plan - Building Type III ........................................ ............................................ ......... ......... ........................ A9.21 Window Schedule & Details 1 ....._.... _ _. ....._.. .......... ....... ........ . ......... ............................ ............... E16.70 Typical Units - Electrical Plans ..................:...........___.. ............................_................................... ...........__ ..........._ ..................... 1..... .............................. PLUMBING DRAWINGS E16.71 Typical Units - Electrical Plans .... P14.12 ......... _ ....... ........ .................. ............. : ........ .......... ....... ........ ......................................... .............. .................. ..... ..................................... ......... ................. . Partial First Floor Plumbing Plan - Building Type I ._.._.......... _..........._..................._................................:-__................._.............................__ .._ -- .___ ......... _ ........._ ............. ...... _ ....... . P14.13 Partial Second Floor Plumbing Plan - Building Type I ..........._........_............................ .._...................... ......._ ;................................. .............. ................................. P14.14 Partial Second Floor Plumbing Plan - Building Type I .11.._____ ....... ......... ......... ..._.....:... _ .... ....... P14.15 .............. ......... Partial Third Floor Plumbing Plan - Building Type I .........__........................._......... .... ....... ......................... __ ; .............. _ ........._................... . _. _...._....._.........................._.................................. .................. _......._ ................ ....................... P14.16 .... ........ Partial Third Floor Plumbing Plan - Building Type I ....... ....._.. _ ....... .._... ........... .................................... _._ .......... .......... ....... ........ ...... ..... ......... P14.20 ............ ............................................. ................ _.__ ....... ....... ......._... _..... ... ............... ... _ ........ ........ ...................:..................... ...................................... _. Underground Plumbing Plan - Building Type II .......... _ . ............. ........... P14.21 .......... ....... ...._. First Floor Plumbing Plan - Building Type 11 ........ .......... ...................... ............................................ _......................................... _._.................................... .... 3 FORUME .0 0 N ARCHITECTURE & INTERIOR DESIGN, INC. C y PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 o 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 06 fax: 407.830.4143 AA0002731 16 www.forumarchitecture.com X l Meetinghouse at Zephyrhills Senior Apartments V, C 0 w E City of Zephyrhills, FL `0 N C 0 N .5 W C 0 t EDITED BY: 0 F_ °z_ PROJECT NO. 09-2587 z 0 Title Sheet, Drawing R Index & Issue History W A1.01 I U - {', N i1119IIIII Illl6 LI IIII I II I _ 'I I - - ABBREVIATIONS LEGEND APARTMENTS OCCUPANCY AND MEANS OF EGRESS AUTHORITY HAVING JURISDICTION APARTMENT BUILDING TYPE CONFIGURATION DIAGRAMS AC Air Conditioned(er) KDAT Kiln Dried After Treatment CHAPTER 10 FBC GROUP: R-2 CITY OF ZEPHYRHILLS BUILDING DEPARTMENT AFF Above Finish Floor KIT Kitchen 5335 8TH STREET AHJ Authority Having Jurisdiction LAM Laminate REQUIRED/ALLOWED PROVIDED ZEPHYRHILLS, FL 33542 AHU Air Handler Unit LAV Lavatory EXITING REQUIREMENT: 2 2 ALT Alternate LF Linear Feet TRAVEL DISTANCE: 200 L.F. 167 L.F. ALUM Aluminum LIN Linen FROM 3rd FLOOR UNIT APT Apartment LR Living Room DOORS TO OUTSIDE OF . BUILDING CODES BALC Balcony LT Light BUILDING APPLICABLE CODES: BFF Below Finish Floor MAX Maximum BLDG Building MECH Mechanical SEE SHEETS A8.01-A8.04 FOR STAIR INFORMATION & DIMENSIONS. 1. FLORIDA BUILDING CODE - BUILDING 2007 W/ APPLICABLE SUPPLEMENTS BLKG Blocking MEM Membrane 2. FLORIDA BUILDING CODE -MECHANICAL 2007 W/ APPLICABLE SUPPLEMENTS BM Beam MEP Mechanical, Electrical, Plumbing APARTMENT ACCESSIBILITY 3. FLORIDA BUILDING CODE -PLUMBING 2007 W/ APPLICABLE SUPPLEMENTS BR Bedroom MFR Manufacturer (ed) 4. NATIONAL ELECTRIC CODE 2008 EDITION BRG Bearing MIN Minimum ALL UNITS AT GROUND FLOOR ARE DESIGNED TO CONFORM BRZWY Breezeway MIR Mirror TO THE FAIR HOUSING AMENDMENTS ACT OF 1988. ACCESSIBILITY: BTM Bottom MISC Miscellaneous 1. FAIRHOUSING ACT DESIGN MANUAL CAB Cabinet 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) CALC Calculation MR Moisture Resistant DISABILITIES AS PROVIDED BY CHAPTER 11 OF FBC CER Ceramic MTD Mounted LIFE SAFETY: CFM Cubic Feet Per Minute MTL Metal COMMUNITY CENTER OCCUPANCY & MEANS OF EGRESS FLORIDA FIRE PREVENTION CODE 2007 EDITION. CFS Clear Floor Space NUM/# Number CIP Cast In Place NOM Nominal OCCUPANCY LOAD (PER 1004.1.2.F.B.C.) CJ Control Joint NRC Noise Reduction Class GROUP: A-3 ■ CODE COMPLIANCE FOR BLDG TYPES I, II, III CL Center Line NTS Not To Scale CLG Ceiling OC On Center ROOM NAME FLOOR AREA PER OCCUPANT OCCUPANTS OCCUPANCY TYPE R-2 (A-3 @ COMMUNITY CENTER) CLOS Closet OCC Occupancy / Occupant CLUBROOM 1014 SQ.FT. / 15 SQ.FT. 68 PERSONS CONSTRUCTION TYPE TYPE V-A CLR Clear 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) CMU Concrete Masonry Unit OSB Oriented Strand Board VERANDA 1457 SQ.FT. / 15 SQ.FT. 97 PERSONS BLDG TYPES II, III SPRINKLER SYSTEM NFPA'13R (PER FBC) COL Column PAN Pantry FITNESS ROOM 593 SQ.FT. / 50 SQ.FT. 12 PERSONS ACCESSIBILITY REQ. FAIR HOUSING ACT DESIGN MANUAL CONC Concrete PKG Package SALON 230 SQ.FT. / 100 SQ.FT. 3 PERSONS 1998 EDITION COND Condenser / Condensate PLAM Plastic Laminate LAUNDRY 134 SQ.FT. / 100 SQ.FT. 2 PERSONS REQUIRED/ALLOWED PROPOSED CONT Continuous PLB Plumb BUSINESS CENTER 121 SQ.FT. / 15 SQ.FT. 8 PERSONS AREA & HEIGHT LIMITATION (FBC-B TABLE 503): CORR Corridor PLMG Plumbing LEASING OFFICE 883 SQ.FT. / 100 SQ.FT. 9 PERSONS CID Cement Plaster PLF Pounds Per Linear Foot (INCLUDES: CONFERENCE ROOM, MANAGER'S OFFICE, & LEASING RECEPTION) BUILDING TYPE I CPT Carpet PLYWD Plywood CT Ceramic Tile PRE-ENG Pre-engineered TOTAL 25$ PERSONS MEAN HEIGHT 50' 35'-4" CW Cold Water PSF Pounds Per Square Foot MAXIMUM NUMBER OF FLOORS 3 STORIES 3 ST IES D Dryer PSI Pounds Per Square Inch ALLOWED PROVIDED MAXIMUM AREA 24,000 S.F. 22,065 S.F. DIM Diameter P-T Post Tension TRAVEL DISTANCE (PER 1015.1) MAXIMUM AREA 12,000 S.F. PER FBC TABLE 503 DIM Dimension PT Pressure Treated Wood WORST CASE FROM CLUBROOM 200 L.F. 89 L.F. (INCREASED 200% PER FBC 506.3). DN Down PTAC Package Terminal AC TO OUT OF BUILDING DIN Dining PTD Painted BUILDING TYPE II DP Deep PVC Poly Vinyl Chloride COMMUNITY CENTER PLUMBING FIXTURE CALCULATION DR Door QT Quarry Tile PER TABLE 403.1 & 403.8 F.B.C.-P MEAN HEIGHT 50' 35'-4" 1 IDS Down Spout RAD Radius TOTAL OCCUPANTS: 258 OCCUPANTS MAXIMUM NUMBER OF FLOORS 3 STORIES 3 STORIES DTL Detail RCP Reflected Ceiling Plan ASSUMING 50% WOMEN: 129 OCCUPANTS, 50% MEN: 129 OCCUPANTS MAXIMUM AREA 18,543 S.F. 16,629 S.F. DW Dishwasher REF Reference MAXIMUM AREA 12,000 S.F. PER FBC TABLE 503 DWG Drawing RE Refrigerator MIENS ROOM (INCREASED PER FBC 506. SEE CALCULATION BELOW. EA Each REINF NF Reinforce(edling) FIXTURE REQUIRED PROVIDED ELEC Electric (al) READ Required WC (1 PER 125) 2 2 ELEV Elevation RM Room LAVATORIES (1 PER 200) 1 2 BUILDING TYPE III ENG Engineer(ed) RO Rough Opening URINAL 1 1 EOS Edge of Slab IRS Rough Sawn MEAN HEIGHT 50' 35'-6" 1 EQ Equal RSC Rough Sawn Cedar WOMENS ROOM MAXIMUM NUMBER OF FLOORS 3 STORIES 3 S IES EQUIV Equivalent SAN Sanitary FIXTURE REQUIRED PROVIDED MAXIMUM AREA 17,794 S.F. 14,211 S.F. EWC Electric Water Cooler SC Solid Core WC (1 PER 65) 2 3 MAXIMUM AREA 12,000 S.F. PER FBC TABLE 503 EXP Expansion SCH Schedule LAVATORIES (1 PER 200) 1 2 (INCREASED PER FBC 506. SEE CALCULATION BELOW. EXT Exterior SEP Separation EXTG Existing SF Square Feet AREA MODIFICATIONS FACP Fire Alarm Control Panel SGD Sliding Glass Door JANITORY ROOM Areas increase allowed due to frontage (If) in accordance with the following FBC 506.2 calculation: FB Fire Blocking SHT Sheet MOP SINK 1 1 If: Area Increase due to frontage per FBC 506.2 FBC Florida Building Code SHTG Sheathing If=100 (F/P - 0.25) W/30 FD Floor Drain SIM Similar WATER COOLER 1 2 FE Finish Elevation SOG Slab On Grade If Bldg Type 11=100 (672'-11 3/8" / 846-21/2" - .25) 30/30 FF Finished Floor SIP Spring Point RESTROOM COMPLY WITH TABLE 403.8 F.B.C.-P FOR SWIMING POOLS NOT GREATER THAN If Bldg Type 11= 55% CU FIN Finish(ed) SPEC Specifications 2,500 SQ.FT. If Bldg Type 11=12,000 SF (55%)=18,600 SF FJS Finger Jointed Studs SPF Spruce -Pine -Fur N FLR Floor SQ Square If Bldg Type III =100 (520'-21/8" / 709A0" - .25) 30/30 coFM Field Measure SS Stainless Steel DRAWING SYMBOLS &LEGEND - -- If Bldg Type III = 48% FOM Face of Masonry / Concrete STC Sound Transmission Class If Bldg Type III=12,000 SF (48%)=17,760 SF cc FP Fire Protection STD Standard CENTERLINE OF BUILDINGIOBJECT FPM Feet Per Minute STL Steel FIRE PROTECTION (FBC-B_TABLE 601 & 602): REQUIRED/ALLOWED PROPOSED a M FIR Fire Rated STO Storage � NUMBERED DOOR SYMBOLS N FRCP Fiber Reinforced Cement Plaster SW Shear Wall \:J INTERIOR BEARING WALLS 1 HR 1 HR o FRP Fiber Reinforced Panel SYM Symmetrical 01.011 INTERIOR NON -BEARING WALLS 0 HR 0 HR FT Foot / Feet SYP Southern Yellow Pine ELEVATION TARGET INDICATES HT. A.F.F. COLUMNS 1 HR 1 HR a FTG Footing T&B Top & Bottom DESCRIPTION BEAMS, GIRDERS & TRUSSES 1 HR 1 HR 3 FND Foundation T&G Tongue & Groove FLOOR/CEILING ASSEMBLY 1 HR 1 HR o FOB Face of Beam TB Towel Bar 01 KEY NOTE WITH LEADER INDICATOR ROOF/CEILING ASSEMBLY 1 HR 1 HR C 0 FOS Face of Stud TEMP Tempered EXTERIOR BEARING WALLS 1 HR 1 HR GA Gauge THK Thick4� REVISION DELTA EXTERIOR NON -BEARING WALLS 1 HR 1 HR N GALV Galvanized TPD Toilet Paper Dispenser o GAR Garage TPH Toilet Paper Holder DWELLING UNIT SEPARATION (FIRE PARTITIONS GC General Contractor T.O. Top of DWG 1 TITLE MARKER FBC-13 708 & HORIZ. ASSEM. FBC-B 711) a GLS Glass TOS To of Slab P SCALE DWELLING UNIT SEPARATION WALLS (FIRE PART.) 1 HR 1 HR GLZ Glazing TS Tube Steel FLOOR/CEILING ASSEMBLY (HORIZ. ASSEM.) 1 HR 1 HR N GYPBD Gypsum Board TYP Typical HC Hollow Core UL Underwriters Laboratory OA LETTERED WINDOW SYMBOL (BY TYPE) OCCUPANCY SEPARATION (FBC-B TABLE 508.3.3) HB Hose Bibb LINO Unless Noted Otherwise BLDG TYPE I COMM. CENTER (A-3) TO APTS (R-2) 1 HR 1 HR HDR Header VC Vinyl Covered (BLDG TYPE I SHALL HAVE NFPA 13 SPRINKLER SYS.) HDW Hardware VCT Vinyl Composite Tile HORIZ Horizontal VER Verify COMPLETE SECTION: SHAFT ENCLOSURES-(FBC-B 707.4): 0 HR Hour VERT Vertical 1 DETAIL NUMBER ELEVATORS & TRASH CHUTES 1 HR 1 HR HT Height VLT Vault A5.o1 LOCATION AND DIRECTION OF CUT HVAC Heating, Venting & AC VWC Vinyl Wall Covering SHEET ON WHICH DETAIL APPEARS Al Al 61 Al Al B1 B2 qBUILDING TYPE I (40 UNIT) A2 Al B1 Al Al 61 A2 (21) Al 1 BED / 1 BATH Al Al B1 Al Al B1 B2 (5) A21 BED / 1 BATH (12) B1 2 BED / 2 BATH A2 Al B1 Al Al B1 A2 (2) B2 2 BED / 2 BATH Al*F A1* B1* Al" Al B1* COMMUNITY CENTER A2* Al 131 Al Al B1 * ROLL -IN SHOWERS AT THESE UNITS. SEE FOUNDATION PLANS FOR LOCATIONS & DETAILS. UNIT TYPES UNIT Al 1 BED 11 BATH OCCUPANTS: 4 PERSONS TRAVEL DISTANCE: 39 L.F. WITHIN UNIT Al UNITA2 1 BED / 1 BATH OCCUPANTS: 4 PERSONS TRAVEL DISTANCE: 42 LT WITHIN UNIT A2 UNIT MIX & AREA TABLE UNIT UNIT I A/C AREA N-A/C AREA TOTAL DESC. TYPE UNIT UNIT B1 2 BED / 2 BATH OCCUPANTS: 6 PERSONS TRAVEL DISTANCE: 53 L.F WITHIN UNIT B1 .BUILDING TYPE II (42 UNIT) (9) Al 1 BED / 1 BATH (30) B12 BED / 2 BATH (3) B2 2 BED / 2 BATH BUILDING TYPE III (39 UNIT) (24) Al 1 BED / 1 BATH (15) B12 BED / 2 BATH t3 UNIT B2 2 BED / 2 BATH OCCUPANTS: 6 PERSONS TRAVEL DISTANCE: 54 L.F WITHIN UNIT B2 PROJECT NOTES TOTAL 76 1 BED / 1 BATH Al 753 SF 65 SF 818 SF 7 1 BED / 1 BATH A2 756 SF 65 SF 821SF COMPLIES WITH UFAS 70 2 BED / 2 BATH B 1 951 SF 57 SF 1008 SF 2 BED / 2 BATH B2 957 SF T 57 SF 1014 SF FCOMPLIES WITH UFAS �2 1 BED 11 BATH Al 753 SF 65 SF 818 SF VISUAL / HEARING IMPAIRED UNIT Q2 2 BED 12 BATH B1 951 SF 57 SF 1008 SF VISUAL / 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 BLDG. #3 BLDG. #1 BLDG. #2, 4 AC NON AC TOTAL AC NON AC TOTAL AC NON AC TOTAL FIRST FLOOR AREA 9,831 S.F. 2,894 S.F. 112,725 S.F. 12,726 S.F. 13,921 S.F. 116,647 S.F. 110,779 S.F. 13,444 S.F. 114,223 S.F. SECOND FLOOR AREA 11,544 S.F. 12,892 S.F. 114,436 S.F. 112,726 S.F. 13,322 S.F. 116,048 S.F. 1110,779 S.F. 12,810 S.F. 113,589 S.F. TOTAL PER BUILDING 111,544 S.F. 12,892 S.F. 114,436 S.F. 1 112,726 S.F. 13,322 S.F. 116,048 S.F. 1110,779 S.F. 12,810 S.F. 113,589 S.F. IBC International Building Code W Washer INTERIOR WALL & CEILING FINISHES # OF BUILDINGS 1 1 2 W ID Interior Desi n W/ W'th 1 ~ LU IN g Inch/Inches W/D l PARTIAL SECTION Washer/Dryer Combination A5.01 REQUIRED BY OCCUPANCY (FBC TABLE 803.5) � INST Installation W/0 Without APARTMENTS (R-2): W INSUL Insulation (ed) WC Water Closet -VERTICAL EXIT &EXIT PASSAGE WAY = C MIN. g INT Interior WD Wood -EXIT ACCESS = C MIN. Q 0 JB Junction Box WDW Window D 1 INTERIOR ELEVATION: -ROOMS & ENCLOSED SPACES = C MIN. o JST Joist WIC Walk In Closet A5.01 B DETAIL DIVISION LL JT Joint WH Water Heater C BLDG TYPE I COMMUNITY CENTER (A-3): -11 COMMUNITY CENTER 7,021 S.F. 2,319 S.F. 9,340 S.F. TOTAL AREA OF BLDGS 150,937 S.F. 1 148,743 S.F. 11 182,802 S.F. 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 Y f N m� mo 0 y i SET ISTRIBUTIONS: ! 11125/09 Progress. Set 1210.9109 60% Progress Set 12117109 -Bid-Set . 03102110 i Permit Set a EDITED BY: z ASSEMBLY TAG: w 1 DESIGNATION a -VERTICAL EXIT & EXIT PASSAGE WAY = B MIN. -EXIT ACCESS = B MIN. -ROOMS & ENCLOSED SPACES = C MIN. A1.02 'llll. I I I 1111 M I 0 GYPSUM BOARD 0 GENERAL NOTES a� cc U W Q 00 N L0 77 co 0 0 N e M N 0 0 Z Q U 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 297A . 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 RtQUIRED FOR ALL WINDOWS IN EACH UNIT. FIRE EXTINGUISHER 01. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EACH BUILDING AS REQUIRED AND SPECIFIED IN NFPA 10, CHAPTER 3. PORTABLE FIRE EXTINGUISHER SHALL BE INSTALLED IN LOCATIONS INDICATED ON THE DRAWINGS 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, LINO 02. 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, LINO 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 II 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 a CABINETS 01. BATHROOM 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. APPLIANCES 01. ENERGY STAR RATING REQUIRED FOR ALL REFRIGERATORS, DISHWASHERS AND WASHING MACHINES PROVIDED. 01. 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. 02. 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. 03. 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. 04. DO NOT SCALE DRAWINGS. USE ONLY PRINTED DIMENSIONS. 05. 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. 06. 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. 07. 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. 08. DIMENSIONS SHOWN ARE TO FACE OF CONCRETE MASONRY UNITS, FACE OF STUD, MASONRY OPENING, OR ROUGH OPENING AT STUD WALLS. 09. 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. SITE WORK 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 B 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, LINO 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 V-0" AWAY FROM BUILDING SIDE WALLS. 0 C 0 .y N m L• 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: 11/25109_._._ 12/09/09 12117109_.___. 03I02110__... ..__._......._.._.- ......................._................__........._.._.....__...._._.._._.......__....._._... Q SHEET REVISIONS: EDITED BY: PROJECT NO. General Notes Al .03 JT 09-2587 L I J IIIl11 11-'_ ' 1 I 11 _ -1 1 - I V11111FI11I10 N r a� U co a LO cu 0 0 N e � N 0 0 WALL ASSEMBLIES TYPE/RATING TYP. @ TOWER WALLS W-17 1 DESCRIPTION HOUR 1. FIBER CEMENT SIDING / CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) RATED OVER BUILDING WRAP 2. (1) LAYER 7/16" EXTERIOR GRADE OSB SHEATHING (15/32" P.T. PLYWD. SHEATHING @ FIRST 4') UNDERWRITERS 3. WOOD STUDS PER FRAMING PLAN @ 16" O.C. LABORATORY 4. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD DESIGN U356 W-18 1 HOUR RATED UNDERWRITERS LABORATORY DESIGN U305 W-19 1 HOUR RATED CALCULATED ASSEMBLY FBC TABLE 721.6.2(1) TABLE 721.6.2(2) <9> 1 HOUR RATED CALCULATED ASSEMBLY FBC TABLE 721.6.2(1) TABLE 721.6.2(2) W-21 NON RATED 5. FIBER CEMENT SIDING /CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BUILDING WRAP EXT. OWER INT 2ND FLR UNIT TO COMMUNITY CENTER GALLERY WALL 1. (1) LAYER 5/8" FIRE RATED EXT. GRADE GYPSUM BOARD 2. WOOD STUDS PER FRAMING PLAN 3. R-13 UNFACED BATT INSULATION 4. FURRING CHANNELS HORIZONTAL INSTALLED, SPACED @ 24" VERTICALLY 5.. (1) LAYER 5/8" FIRE RATED GYPSUM BOARD LUBHOUS � UNIT 2ND FLR UNIT TO ATTIC (ABOVE W-18) 1. (1) LAYER EXT. GRADE. OSB SHEATHING 2. WOOD STUDS PER FRAMING PLAN 3. R-13 UNFACED BATT INSULATION 4. FURRING CHANNELS HORIZONTAL INSTALLED, SPACED @ 24" VERTICALLY 5. (1) LAYER 5/8" FIRE RATED GYPSUM BOARD ATTIC UNIT TYP. @ EXTERIOR COLUMN / PILASTER - EXT. GRADE GYP. BD. - REFER TO SHEET A7.05 FOR LOCATIONS. EXT. 1. FIBER CEMENT SIDING / CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BUILDING WRAP 2. (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD. 3. WOOD STUDS PER FRAMING PLAN INSIDE PILASTER TYP. @ EXTERIOR COLUMN - O.S.B. - REFER TO SHEET A7.05 FOR LOCATIONS. 1. FIBER CEMENT SIDING / CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BUILDING WRAP 2. (1) LAYER 7/16" EXT. GRADE OSB SHEATHING. 3. WOOD STUDS PER FRAMING PLAN EXT. INSIDE PILASTER TYP. @ UNIT TO PILASTER <9> 1 HOUR RATED CALCULATED ASSEMBLY FBC TABLE 721.6.2(1) TABLE 721.6.2(2) PILASTER CALCULATED ASSEMBLIES 1. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD. 2. (1) LAYER 7/16" EXT. GRADE OSB SHEATHING (15/32 P.T. PLYWD @ FIRST 4'). 3. R-13 UNFACED BATT INSULATION. 4. WOOD STUDS PER FRAMING PLAN IT__l 1 - HOUR CALCULATED FIRE RESISTANCE FLORIDA BUILDING CODE 2007 SECTION 721 BASED ON TABLES 721.6.2(1) & 721.6.2(2) W-677,11115,19, 20, 22 MATERIAL RATING (MINS.) 5/8" FIRE RATED GYPSUM BOARD 40 WOOD STUDS @ 16" O.C. 20 TOTAL 60 WALL ASSEMBLIES TYPE/RATING DESCRIPTION TYP. @ INTERIOR BEARING / SHEAR WALL W-9 1 HOUR RATED 1. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD. 2. 2 X WD. STUDS AS PER FRAMING PLAN UNDERWRITERS 3. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD. LABORATORY DESIGN U305 ROOM ROOM W-10 1 HOUR RATED UNDERWRITERS LABORATORY DESIGN U305 W-11 1 HOUR RATED CALCULATED ASSEMBLY FBC TABLE 721.6.2(1) TABLE 721.6.2(2) <9> 1 HOUR RATED UNDERWRITERS LABORATORY DESIGN U305 W-13 NON RATED W-14 NON RATED DRAFTSTOP <9> 1 HOUR RATED CALCULATED ASSEMBLY FBC TABLE 721.6.2(1) TABLE 721.6.2(2) <9> NON RATED TYP. @ INTERIOR SHEAR WALL 1. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD. 2. (1) LAYER 7/16" OSB SHEATHING 3. 2 X WD. STUDS AS PER FRAMING PLAN 4. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD. ROOM ROOM BLDG. TYPE I BREEZEWAY @ ELEVATOR IL IV I 1. FIBER CEMENT SIDING / CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BUILDING WRAP 2. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD 3. DOUBLE STUD PARTITION W/ STUDS @ 16" O.C. 4. 21/4" AIR SPACE 5. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD 6. FIBER CEMENT SIDING / CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BUILDING WRAP BRZWY. BRZWY. TYP. @ UNIT TO EXTERIOR CLOSET 1. (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD -1 2. WOOD STUDS PER FRAMING PLAN @ 16" O.C. I 3. R-13 UNFACED BATT INSULATION -1 I I 4. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD CLOSET UNIT TYP. @ GABLE ENDS 1. FIBER CEMENT SIDING (AS PER ELEVATIONS) OVER BUILDING WRAP 2. (1) LAYER 7/16" OSB SHEATHING 3. GABLE END WD. TRUSS W/ VERTICAL WOOD MEMBERS @ 16" O.C. EXT. ATTIC TYP. @ ATTIC (DRAFTSTOPPING) 1. (1) LAYER 1/2" GYPSUM BOARD OR 7/16" OSB ON ONE SIDE U.N.O. 2. WOOD TRUSS W/ VERT. STUDS @ 24" O.C. MAX. ATTIC ATTIC TYP. @ ATTIC TO UNIT 1. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD. 2. (1) LAYER 7/16" EXTERIOR GRADE OSB SHEATHING. I 3. R-13 UNFACED BATT INSULATION. I 4. WOOD STUDS PER FRAMING PLAN I l ATTIC UNIT TYP. @ INTERIOR NON -BEARING @ PILASTER 1. (1) LAYER 1/2" GYPSUM BOARD. 2. 2 X WD. STUDS AS PER FRAMING PLAN ROOM VOID WALL ASSEMBLIES TYPE/RATING TYP. @ EXTERIOR WALL W-1 1 HOUR RATED UNDERWRITERS LABORATORY DESIGN U356 W-2 1 HOUR RATED UNDERWRITERS LABORATORY DESIGN U356 W-3 1 HOUR RATED UNDERWRITERS LABORATORY DESIGN U305 TYP. @ EXTERIOR CLOSET DESCRIPTION 1, FIBER CEMENT SIDING / CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BUILDING WRAP 2. (1) LAYER 7/16" EXTERIOR GRADE OSB SHEATHING (15/32" P.T. PLYWD. SHEATHING @ FIRST 4') 3. WOOD STUDS PER FRAMING PLAN @ 16" O.C. 4. R-13 UNFACED BATT INSULATION 5. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD 1. FIBER CEMENT SIDING / CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS) OVER BUILDING WRAP 1 - 2. (1) LAYER 7/16" EXTERIOR GRADE OSB SHEATHING (15/32' P.T. PLYWD. SHEATHING @ FIRST FLOOR) I' 3. WOOD STUDS PER FRAMING PLAN @ 16" O.C. 4. R-13 UNFACED BATT INSULATION I 5. (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD EXT. CLOSET TYP. @ BREEZEWAY WALL 1. FIBER CEMENT HORIZONTAL LAP SIDING / CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS & STAIR SECTIONS) OVER HOUSEWRAP. 2. (1) LAYER 5/8" FIRE RATED EXT. GRADE GYPSUM BOARD 3. WOOD STUDS PER FRAMING PLAN 4. R-13 UNFACED BATT INSULATION 5. FURRING CHANNELS HORIZONTAL INSTALLED, SPACED @ 24" VERTICALLY 6. (1) LAYER 5/8" FIRE RATED GYPSUM BOARD (EXT. GRADE GYPSUM BOARD @ FIRE ALARM CONTROL CLOSET) BRZWY. UNIT TYP. @ TENANT SEPARATION W-4 I 1. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD 1 HOUR 2. DOUBLE STUD PARTITION W/ STUDS @ 16" O.C. RATED 3. 21/4"AIR SPACE 4. (1) LAYER R-11 KRAFT FACED BATT INSULATION IN ONE WALL CALCULATED l 1 5. (1) LAYER 7116" OSB SHEATHING ONE SIDE ASSEMBLY FBC I 6. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD TABLE 721.6.2(1) I l TABLE 721.6.2(2) I UNIT UNIT W-5 TYP. @ FIRE ALARM CONTROL CLOSET 1 HOUR RATED (1) LAYER 5/8" FIRE RATED EXT. GRADE GYPSUM BOARD WOOD STUDS PER FRAMING PLAN UNDERWRITERS R-13 UNFACED BATT INSULATION LABORATORY (1) LAYER 5/8" FIRE RATED GYPSUM BOARD DESIGN U305 FURRING CHANNELS HORIZONTAL INSTALLED, SPACED @ 24' VERTICALLY CLOSET UNIT TYP. @ TENANT SEPARATION W-6 I I 1. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD 1 HOUR 1 2. DOUBLE STUD PARTITION W/ STUDS @ 16" O.C. RATED I 3. 21/4" AIR SPACE CALCULATED 4. (1) LAYER R-11 KRAFT FACED BATT INSULATION IN ONE WALL j 5. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD ASSEMBLY FBC I j TABLE 721.6.2 1 I "I TABLE 721.6.2(2) UNIT 7 UNIT TYP. @ BREEZEWAY TENANT SEPARATION W-7 I j I 1. FIBER CEMENT SIDING / CEMENT BOARD PANEL & TRIM (AS PER ELEVATIONS & 1 HOUR [ STAIR SECTIONS) OVER BUILDING WRAP RATED j 2. (1) LAYER 5/8" FIRE RATED EXT. GRADE GYPSUM BOARD 3. DOUBLE STUD PARTITION W/ STUDS @ 16" O.C. CALCULATED -I' 4. 21/4" AIRSPACE ASSEMBLY FBC I 5. R-13 UNFACED BATT INSULATION TABLE 721.6.2(1) 6. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD TABLE 721.6.2(2) BZWY. UNIT TYP. @ INTERIOR NON -BEARING W-8 NON RATED 1. (1) LAYER 1/2" GYPSUM BOARD. 2. 2 X WD. STUDS AS PER FRAMING PLAN 3. (1) LAYER 1/2" GYPSUM BOARD. ROOM r FORUME kRCHITECTURE & NTERIOR DESIGN, INC. LANNING 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 12109109 12117/09 0 ww ll!I3I�° SET DISTRIBUTIONS: Q SHEET RE1 A1.04 MASONRY WALL ASSEMBLIES M ROOF CEILING & FLOOR CEILING ASSEMBLIES TYPE/RATING DESCRIPTION TYPE/RATING DESCRIPTION TYP. @ ELEVATOR SHAFT TO ELEVATOR MACHINE ROOM TYP. @ AC SPACE WM-1<6> 1 HOUR RATED - 1. (1) LAYER 5/8" FIRE RATED EXT. GRADE GYPSUM BOARD 1. 30 YEAR ARCHITECTURAL FIBERGLASS / ASPHALT SHINGLES ON 30# 2. WOOD STUDS PER FRAMING PLAN 1 HOUR FELT 3. 21/4" AIRSPACE RATED 2. 5/8"CDX EXTERIOR GRADE SHEATHING 48" CMU CALCULATED . ASSEMBLY FBC 3. ROOF TRUSSES @ 24" O.C. 4. R-30 BLOWN INSULATION TABLE 721.3.2 GA # RC2602 . 5. (2) LAYERS 5/8" FIRE -RATED GYPSUM BOARD MACH.RM SHAFT WM-2 1 HOUR RATED CALCULATED ASSEMBLY FBC TABLE 721.3.2 6 1 HOUR RATED CALCULATED ASSEMBLY FBC TABLE 721.3.2 TYP. @ TENANT SEPARATION @ ELEVATOR SHAFT TYP. @ ELEVATOR EXTERIOR EXT. E CALCULATED ASSEMBLIES 1 - HOUR CALCULATED FIRE RESISTANCE FLORIDA BUILDING CODE 2007 SECTION 721 BASED ON TABLE 721.3.2 WM-1, 213 8" CONCRETE BLOCK 1 HR (MIN. 2.1" EQUIV. THICKNESS/HR) N a) cu 0 U) a 0 0 7t M ca 0 0 0 N CCD 6 � N c 0 a a) 0 1. 8" CMU. 2. 21/4" AIR SPACE 3. 2X WOOD STUDS @ 16" O.C. 4. (1) LAYER R-13 KRAFT FACED BATT INSULATION 5. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD 1. FIBER CEMENT SIDING & TRIM (AS PER ELEVATIONS) OVER BUILDING WRAP 2. 2X P.T. WOOD FURRING STRIPS @ 16" O.C. 3. 8" CMU W/ FLUID APPLIED WEATHER RESISTIVE BARRIER ON EXT. SIDE, FLUSH TOOLED JOINTS BOTH SIDES 1 HOUR RATED GA # RC2602 FC-1 1 HOUR RATED UNDERWRITERS LABORATORY DESIGN L563 1 HOUR RATED UNDERWRITERS LABORATORY DESIGN L528 1 HOUR RATED GA # FC5406 FCC 1 HOUR RATED UNDERWRITERS LABORATORY DESIGN L528 TYP. @ BREEZEWAY/BALCONIES/ELEV. CAP TYP. @ UNITS TYP. @ BREEZEWAY TYP. @ STAIR MID -LANDING TYP. @ BALCONIES 1. 30 YEAR ARCHITECTURAL FIBERGLASS / ASPHALT SHINGLES ON 30# FELT 2. 5/8" CDX EXTERIOR GRADE SHEATHING 3. ROOF TRUSSES @ 24" O.C. 4. (2) LAYERS 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD 1. 3/4" GYP-CRETE TOPPING. 2, 23/32" O.S.B. T. & G. FLOOR SHEATHING 3. 20" FLOOR TRUSSES @ 24" O.C. 4. R-11 BATT INSULATION 5. RESILIENT CHANNELS @ 12" O.C. 6. (1) LAYER OF 518" FIRE -RATED GYPSUM BOARD (EXT. GRADE @ BREEZEWAY BELOW UNIT) 1. 1 1/2" TO 3" CONC. ON ELASTOMERIC MEMBRANE 2. 23/32" T&G O.S.B. SHEATHING ACTUAL DIMENSION 3. 17" WD. TRUSSES @ 24" O.C. 4. RESILIENT CHANNELS @ 16" O.C. 5. (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD 1. 1 1/2" TO 21/2" CONC. ON ELASTOMERIC MEMBRANE 2. 23/32" T&G O.S.B. SHEATHING ACTUAL DIMENSION 3. 2X10 WOOD JOISTS @ 16" O.C. 4. (2) LAYERS 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD 1. 1 1/2" TO 3" CONC. ON ELASTOMERIC MEMBRANE, SEAMS TO RUN PARALLEL W/ SLOPE. 2. 23/32" T&G O.S.B. SHEATHING ACTUAL DIMENSION 3. SLOPED TOP CHORD WD. TRUSSES @ 24" O.C. (SEE DETAILS) 4. RESILIENT CHANNELS @ 16" O.C. 5. (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD 3 ro >' FORUME r 2 ARCHITECTURE & INTERIOR DESIGN, INC. N PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 5 phone: 407.830.1400 fax: 407.830,4143 L' AA0002731 www.forumarchitecture.com L. Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL m O cf)o w� i ¢a I SET DISTRIBUTIONS:' 1.1125109 Progress Set I 12109109 ,,60% Prrogres Set . , 03102110 .......................... .......... - .........................- ..............__....._....... SHEET REVISIONS: EDITED BY: Al .05 ZW42101 WE System No. F-C-2115 May 18, 2005 IF Ratings - I and 2 Hr (See Item 1) T Ratings - I and 2 Hr (role Item 1) anlintir.-Urrula-lair I I- L563 Design No. L563 May 06, 2009 Unroastralned Assembly Rating - I Hr Finish Rating - 2S Mi. (So. Itern. 5 or SA) Load Restrictel for Canadian Applications - See Guide Ili 1. Fkarear-Cialling Assembly - The I hir fure-hated solid or trussed lumber joist floor -ceiling .5se be constructed pably shall q a, the materials and in the manner specified in the individual L500 Series Design in the UL Fire Resistance Directory. The 2 �7 hr finarratad .ad joist n.tar-clailing assembly Shelf be constructed of the materials and in the manner Specified in Design Nos. l , , L511 or L536 In the UL Fire Resl�starios Directory. Th. F and T Rating. of the filestato systern am equal to Me rating ofthe flabir-cerfling assembly. The general construction features Of the noor-celfling assembly am summarized below: A. Flooring System - Lumber Or plywood suballoor with finish floor of lumber, plywood or Floor Topping Mixtures as specified in the individual Morror-Cei Design, Diameter of opening Shot be X" max 1 In. (25 mal larger than the Forto clear of pipe (Items 2 and 3). As an option, the opening for the branch piping (Item 3) may be rectangular, 8 in. by 12 In. (203 by 305 mm) max for I hr rated fisemblics only. 2* X ti7` 0 B. Wood Joists - For 1 hr fire -rated floor -ceiling assemblies, nom 10 in. (254 mil do y I deeper) lumber, steel or combination lumber and -steel joists, trusses orStructial W d1or a? Mornaleartill with bridging as required and wit ,it ends floestopped. For 2 Fir fire -rated floor-coilling .... assemblies, Form 2 by 10 In. (51 by 254 al lumberjoists spaced 16 in. (406 MM) OC with nom I by 3M. (25 by 76 aim, lumber bridging and with ends firestopped. I C. Gypsum Board. - Main 4 it (122 cro) wide by 5/8 in. (16 man) thick, as specified in the individual Floibr-Cei'll Design- First layer of gypsum board nailed to wood jolst-, Second layer of NS;,ILA7K)N KAM-W rq�, gypsum board (2 h r firs -rated assembly) screw-aLLachl to paring choural Diam of opening shall be max I In. (25 mm) larger than the nom claim of pipe (Item 2). Gypsum board plate for rectangular floor opening in I hr rated assemblies to be one or two piece, sized to overlap opening I Flooring System - The floating system shall consist of one of the fioflowirg� , min of 2 in. (51 mm) on all sides and shall be screw attached to underside of flooring with drywall Or wood screws a max of 4 In. (102 man) OC. Clem of opening to be 1 in. (25 mm) larger than nom System No. I diam of branch piping. Sulaillooring - Non 23/32 in. thick wood Structural panels installed perpendicular to trusses with end joints staggered. 1.1 Chase Wall - (Optimal, not shown) - The through penetrant (Item 2) may be routed through a I or 2 h, fire-T.L. plywood panels Secured to trusses with construction adhesive and No� Ed ringed shank nails spaced 12 in. OC along each single, double or staggered wood stud/gypsum board chase wall constructed of the materials and In the manner Specified In truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the Ed nails. the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: Vapor Barrier - (Optional) - Main 0.030 in- thick commercial asphalt Saturated fialt. A. Studs - Nom 2 by 6 in. (SI by 152 mal or double rom 2 by 4 in. (51 by 102 ml lumber Studs. Finish Flooring - Min I by 4 in. T & G lumbe fastened diagonally to trusses, or min 15J32 in. thick wood structural panels, min grade "Underlayment" or "Sincia Floor". Face grain of plywood or strength axis of panel to be perpendicular to trusses with joins staggered. B_ Sale Plate - Nom 2 by 6 In. (51 by 152 ral or parallel 2 by 4 In. (51 by 102 al lumber Plates, tightly butted. Diam of opening shelf be max I In. (25 mm) larger than the nom clear OF pipe (Item 2). System No. 2 C. Top Plate - The double top plate Strait consist OF two nom 2 by 6 in, (51 by 152 man) or two Stulpflooring - Min 23/32 in. thick T St G wood structural panels installed perpendicular to trussies with end jolnts seti of parallel 2 by 4 in (51 by 102 mal lumber plates, tightly butted. Diam of opening Shall be staggered 4 ft. Plywood or monveneer APA rated panels secured to trusses with construction adhesive and No. Go ringed max I in. (25 man) larger than the from dium of pipe (Item 2). shank nails spaced 12 In. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may [,a Substituted far the Ed nuitils- D ' Gypsum Boards - Thickness, type, number of layers and fasteners shall he as spedfled In individual Wall and Partition Design. Floor Mat Materil - (Optional) - Nom 6 mm thick floor mat material adhered to still with Hacker Floor Primer. Primer to be applied to the surface ofthe met prior to the placement of floor -topping mixture. When Moor mat material is 2. Through Penetrant - One nonmetallic pipe to be installed within the firestop system, Fiffe to be rigidly supported on used, min thickness of floor topping mixture Is I In. both sid es of flixil rissem.ply- The annular space between pipe and periphery of opening shall be min of 0 in. (point contact) to max 1/2 in. (0 to max 13 al Pipe may be installed with continuous point contact. The following types and HACKER INDUSTRIES INC - T yao Hacker Sound -Mat sk,si of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe - Nom 4 In. (102 al diam (or smaller) Schedule 40 solid Alternate Floor Mat Materials* - (Optional) - Floor mat material no. 10 num thick adhered to subflmr with Hacker core PVC pipe for use fin dosed (process or supply) or vented (drain, waste or vent) piping System. Floor Primer. banner to be applied to the surface of the mat prior to the placement of a min 1-1/2 M. of nocir-topping I mixture. B_ Cellular Core Polyvinyl Chloride (coPVC) Pipe - Mean 4 in (102 man) diam (or smaller) I Schedule 40 cellular com PVC pipe for use In closed (process or supply) or vented (dmfn, wasibe or HACKER INDUSTRIES INC - Type Harker Sound -Mat 11. vent) piping system. C. Actillonitarfle Butbadisame Styrene CASS) Pipe - Main 4 in. (102 mm) diam (or smaller) Alternate It.., ..I Materials* - (Optional) - Floor met material com 1/4 In. thick loose laid over the sub9mr. Floor Schedule 40 solid core ASS pipe for use in closed (process or supply) or vented (drain, waste or rapping thickness Shall he a num of 1 In. 'al piping System- HACKER INDII-FIRIES INIC - Type Quiet Carl 55/025 D. Cellular Core Accirforribrile, Buttadleare, Styrene (ccABS) Pipe - Nom 4 in. (102 man) diam (or smaller) Schedule 40 cellular core ADS pipe for use in closed (process or supply) or vented (chip, waste a, v.nt) piping System. Ailternalbi IMircar M�t Material.- - (Optimal) - Floor mat material com 3/8 in. thick loose laid over the sulefloor. Moor Finish Floating - Floor Topping Mixtural - Min 1-1/2 In. thickness of floor topping Mixture having a Min compressive strength of FOOD psi and a cast density of 100 plus at minu 5 pcf. foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle, Mixture sball consist OF 1.2 cu feet of preformed foam cancentrate to 94 this Type I Portland ce ment, 300 Los of sand with 5.5 gal of water. CELLULAR CONCRETE L L C - Floor -Topping Mixture System No. 9 Spall"Ificarri.9 - Min 23/32 in- thick T & G wraodstructinal panels installed perpendicular to trusse, With end joints Staggered 4 ft. Plywood or rom,enear ARA rated panels secured to trusses with construction adhesive and No. Ed ringed Shank nails Spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Finish Flooring - Floor Topping Mixtures - Min 314 in. thickness of floor topping mixture having a min compressive strength of 1000 psi. Mixture shall consist of 5 to 8 gal of water to 80 lbs of floor topping mixture to 2.1 to ft of sand. ULTRA QUIET FLOORS - Types UQF-A, UQF-Super Blend, UQF-Plus 200 system No. 10 Sublimating - Min 23/32 in. thick T & 13 wood structural panels installed perpendicular to trusses with joints staggered 4 ft, Plywood or nonvencer APA rated panels �cpred to trusses with construction adhesive and No. 6d ring Shank nails Sol ced 12 In. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the Ed nails. Vapor Barrier - (Optional) - Nom 0.030 in. thick commercial asphalt saturated felt, Floappir Mat Materil - (Optional) - Nom 1/4 in. thick floor mat material loose laid over the subifloor. Moxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. When Floor mat material is used, min thickness of floor topping mixture is 1 in- MAXXON CORP - Type Acousti-Mat 11 Alternate Flow Mat Materialis - Mom 0.8 in. thick floor mat material loose laid over the subilear with Crack Suppression Not (CSM) I.... [aid .,or the floor mat material. Floor topping thickness shall be min 1 -1/2 In. MAXXON CORP - Type Acousti-Mat 3, Crack Suppression Mat (CSM) Metal Lath (Alternate to Crack Suppression Mat (CSM)) - 318 in. expanded galvanized Steel diamond mesh, 3.4 lbs/sq yd ]case laid over the floor mat material. Floor Popping thficknesis shall be min 1-1/2 ;n- Alternate Floor Mat Materbalsis - Mean 0.4 in. thick floor mat material loose laid over the Spencer. Mexxon Floor Primer to be applied to the surface of the mat prior to the floor togging placement. Floor topping thickness shall be min 1-1/2 in. MAXXON CORP - Type Erik .. ric, 9110 Alternate Floor Mat Materill - (Optional) - Nom 0.2 In. thick floor mat material loose laid over the sulpfloor. Maxxon Floor Proper may be applied to the surface Of the. mat prior to rho floor topping placement- Floor topping IN, kness shall be. as specified under Floor Topping Mixture. MAXXON CORP - Type Ac.-h-M.1, LP-R Metal "th (Optional) - For use, with floor mat materials, 3/8 In. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd or Maxxon Corp. UL Classified Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping thickness slall )a Min I in. MAXXON CORP - Type Crack Suppression Mat (CSM) Finish Flowing - Floor Topping Mixtual - Min 3/4 in. thickness of floor topping mixture depending upon floor mat system as specified above, having a min compressive strength of 1000 psi, Mixture shall consist of 3 to 7 gal of water to 80 Los of floor topping mixture to 1.0 to 2,1 cur ft of send- MAXXON CORP - Type D-C, GC, GC2000, L-R, T-F, CT System No. 11 Subflooring - Min 23/32 In. thick T St. G wood structural panels installed perpendicular to trusses with joints staggered 4 ft. Plywood or nonvemser APA rated panels Secured to tatl with construction adhesive and No. oil ring shank nails Soared 12 in. OC along ebri-i t Staples having equal at greater withdrawal and All resistance strength may be substituted for the Sid nails. Vapor Barrier - (Optional) - Main 0.030 in. thick commercial asphalt saturated Felt. Fluor Mat Materiall - (Optional) - Nom 1/4 in. thick floor mat material loose laid over the sulafloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. When floor mat material is used, min thickness of floor topping mixture is I in. MAXXON CORP - Type A ... sti-Mat 11 Alternate Floor Mat Matel - Nom 0.8 In. thick floor mat material loose laid over the sulpfloor with Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping thickness Shall be min 1-1/2 in. MAXXON CORP - Type Acausti-Mat 3, Crack Suppression Mat (CSM) Metal Lath (Alternate to Crack Suppression Mat i - 318 In. expanded galvanized Steel diamond mesh, 3.4 Im/Sq yd loose laid Over the near mat material. Floor lopping thickness shall be min 1-112 in - Alternate Floor Mat Materials* - Nom 0.4 in. thick floor mat material home laid over the subRoar. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be min 1-1/2 in. 3. Branch Piping - (Optional) One normetalic pipe with or Without rom 3 in. (76 at dom (or smaller) tollet flange I ness s all be a min of 1-112 in. MAXXON CORP - Type Erkasonic 9110 (not shown) to he connected be through penetrant (Item 2) and Installed Within opening in subnoor or gypsum board plate. The annular space between pipe and periphery of opening shall be min 0 in, (point contact) to max 1/2 in (0 to max I INC - Type Quiet Quill 60/040 mm) Pipe may be Installed with continuous point contact I.. Branch piping may terminate In a max 3 In. claim toilet flat Alternate Floor Mat Material - (Optional) - Nom 0.2 In. thick floormat material ems laid over the subfloor. Maxxon which corresponds to the type of branch piping. The following types and sizes of nonmetallic pipes may be used: Floor Primer may be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be Alternate Floor Mat Materiall - (Optional) - Floor mat material action 3/4 in. thick loose laid over the subnoor. Poor as specified under Floor Topping Mixture. A. Polyvinyl Chloride ii Pipe - Main 3 in. (16 mat clean (or smaller) Schedule 40 solid core topping Ulackness shall be a min of 1-1/2 il PVC pipe for use in closed (prectiss or Supply) or vented (drain, Waste or vent) piping system. MAXXON CORP - Type Accaustl-Mitt LP-R HACKER INDUSTRIES INC - Type Quiet Quill 65/075 B. Cellular Core Pat"inyt Chloride (cePVC) Pipe - Main 3 in. (76 mal them (or smaller) Schedule 40 cellular core PVC pipe for use in closed ipapiess or supply) or vented (drain, waste or Metal Loth (Optional) -- For use with floor mat materials, 3/8 In. expanded galvanized steel diamond mesh, 3.4 lbsisq yd vent) Piping system. Metal Liath (Opti ... 1) - Far a- with 3fS in. or 10 mon Floor mat materials, 3/8 in. expanded Steel durmand me,sh, 3.4 or Maxxon Corp. UL Clas,Anocl Crack Suppression Mat (CSM) loose laid over the Floor mat material. Floor topping thickness lbs/sq yd placed over the floor mat material. Hacker Floor Primer to be applied prior to the placement of the metal lath. Strait be min 1 in. C. AcrVionitirds, Butaudleme Styrene ii Pipe - Nom 3 in. (76 mm) diam (or smaller) When metal lath is used, floor topping thickness a nom 1-1/4 in. over the floor mat. Schedule. 40 solid core ADS pipe for use in closed tprocess or supply) or vented (drain, waste or I MAXXON CORP - Type Crack Suppression Met (CSM) vent) piping System. Finish Flooring - Floor Topping Mixturea' - Min 3/4 In. thickness of floor topping mixture having a min compressive strength of 110C psi. Mixture Shall consist of 6.8 gal of water to 80 Im of floor topping mixture to 1.9 ru ft of sand. D_ Cellular Core Aterylaniftile Butardlents Styrene (ccASS) Pipe - Nom 3 in. (76 al inam (or Finish Flooring - Floor Topping Mixtures - Min 3/4 in. thickness of near topping mixture depending upon floor mat smaller) Schedule 40 cellular core ADS pipe for use In closed (process or supply) or vented (drain, waste or vent) piping system, HACKER INDUSTRIES INC - Fall Gypsum Concrete, Firm -Fill 2010, Frai 3311), Firm -Fill 4010, Firm -Fill High system as specified above, having a min compressive strength of 1200 pst. Mixture shall consist ofal to 7 gal of water to 80 Strength, Gyp -Span Radiant his of floor tapping mixture to 1.4 to 1.9 ca Ft of San.. 4. Firestop System - The details of the firestale system shall be as follows: RAPID FLOOR SYSTEMS - Type RF, RFP, RFU, RFR, Ortecrete system No. 3 A, Fall Tape - Nom 4 in. (102 man) wide, 3 all thick aluminum tape wrapped around pipe prior to the fins"Iltitim of the wrap Strip (Ite. 413). Mi. of one wrap, flush With the citing or top plate ad proceeding downward- Net required when Wrap sthip Ism 4B2 is used. Required only an pipes Scibi'llachring - Mia 23/32 in. thick T It Gvmbd Structural panels installed perpendicular to trusses with end joints System No. 12 ral in table shown In Item 4BI- staggered 4 ft. Plywood or nonymeer APA rated panels secured to trusses with construction adhesive and No. Ed ringed ,hark ralls spaced 12 In. OC along each truss. Stables having equal or greater withdrawal and lateral resistance strength Sultiflooring - Nam 23132 In. thick wood Structural panels Installed perpendicular to trusses, with end joints staggered. BI ' 1-111, Vold or Cavity Materiall - Wrap Strip - Nam 1/4 In. IS mm) thick intamesceirt me, 1, Substituted Far the fid nails. Plywood panels sectined to prosses with construction adhesive and No- Go ringed shank nails, spaced --2 in. OC along each elmlemeric material faced on one side With aluminum foil, supplied in I and 2 in. (25 and 51 mm) truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the Ed nails. Wide Zps. Strips tightly wrapped around nonmetallic pipe (foil side exposed) with the acknes Mork,lin -law - Minimal ad Fiber Board- - Mro 1/2 in. thick, supplied in sizes ranging from 3 ft by 4 ft to 8 ft by 12 ft, butted age fast the bottom surface of the gypsum wallboard ceiling. The nal wrap strip width and Ali joints to be staggered a min of 12 in. with adjacent sub -floor joints. Vapor Barrier - (Optional) - Nom 0.030 in. thick commercial asphalt saturated felt. the nu pabor A - of cap strip required are dependent upon the type ufplpe and the l the M Pipe Type Mearn pip. viam, in. (mart Wrap Strip Mi. Wrap Width, In. (no.) Strip Layers PVC 112 (13) to 1-1/2 (38) 1 (25) 1 PVC 2 (511 to 2-1/2 (15A) 1 (25) 2 Pvc 3(76) 1 (25) 3 ccFVC, ADS or c.ABS (a) 2(51) 1 (25) 2 ASS, PVC or PVC 1/�2 113) to 2 (51) 2(51) 1 ASS, PVC a, PVC 2-1/2 (64) to 3 (76) 2(51) 2 Pvc 3-1/2 (39) to 4 (102) 2(51) 3 ASS (a) 3-1/2 (89) to 4 (102) 2(51) 3 cl 3-1/2 (89) to 4 (102) 2(51) 3 ccABS (a) 12 (13) to 2 (51) (51) ccABS (a) I ol (a) 3-1/2 (89) to 4 (102) 1 2 (51) 1 3 (a) - Requires use of aluminum tape detailed In Item 4A. 3M COMPANY - FS-195. 132� Fill, Varld - Cavity Materials- - Wrap Strip - (Alternate material to Item 4BI) Nom 1 /8 in. (3.2 - m) thick inturnescent material supplied in 2 in. 1,51 arl wide strips. Wrap Strip tightly wnipped around nonmetallic pipe with continuous layers and butted tightly against the bottom surface of the gypsum board calling or top plate. The ma number of layers required Is dependent upon the real plain of the pipe aid the hourly F Rating of the system- For I hr rated assemblies, the numb" of wrap strip layers are as follows. For nom 2 in. (51 mm) clean (and smaller) pipes, .no layer is required- For nom 2-1/2 in. and 3 in. (64 and 76 man) them pipes, two layers are required. Far nom 3-1/2 In. and 4 In. (89 and 102 mm) diam pipes, three layers are required. For 2 hirrated assemblies, the numbe" of wrap strip layers are as follows, For nom 2 In, (51 mm) diam (and Sma flair) pipes, two layers are required, For hom 2-1/2 in. and 3 in. (64 and 76 mm) diam pipes, three layers are required. For com 3-1/2 in. and 4 in. (89 and 102 onal diam pipes, four layers are required- 3M COMPANY - Ultra GS C. Steel Collar - Nom I or 2 in. (25 or 51 mal deep collarwith 1-1/4 in. (32 al wide by 2 in. (51 mm) long ancral fees and min 3/4 in. (19 man) long tabs to retain wrap strip layers. Calls of Precut ral a 0.016 in. (Al al thick (28 gauge) giov sheet steel am available from Wrap strip manufacturer. As An alternate, callar may be field Fabricated from min 0.016 in. (.41 al thick (28 gauge) Bit sheet steel In accordance With Instruction sheet supplied by wrap Strip manufacturer. Steel collar , with a other tabs bent outward 90 degrees, wrapped tightly around wrap Strip layers . min (n ith I in. . man) Overlap at the seam. A min 1/2 in. (13 mal wide by min 0.028 in. (.71 mm) thick stainless steel band clamp secured ancrind coffer at micheight. As an alternate to the band clamp, callor For systems with three or more layers of wrap strip may be fastened together along the overlapping seam with three No. 6 by 3/0 In. (10 mal long self -tall steel Scre.s. Call ar secured to 9 paum board region using 3/16 in. (5 mm) inam steel toggle bolts (518 In. (16 1 y am,) grip) in conjunction With 1-114 in. (32 nom) them sil fender washers. Collar Secured to top plate when chase we 11 is used using min I in, (25 mm) long No, 12 (or larger) steel wood screws In conjunction with 1- 1/4 in. (32 al them steel fender washers. Min of two fasteners, symmetrically located, required for no. 1/2 in. to com 2 in. (13 mm to 51 mm) diam pipes. Min of three fasteners, symmetrically located, required to,- near 2-1/2 in. to com 3 In. (64 man to 76 mal diam pipes. Min of four symmetrically located fasteners acquirull for non 3-1/2 in. and 4 in. (89 man and 102 man) inam pipes. Wrap strip retamercom to be bent 90 degrees toward pipe to lock ap strip layers in position . D. Fill, Void or Carl Material - Caulk Air Sealant - Min 3/4 in. (19 mm) thickness of caull, a pipled within annular space around perimeter of through penetrant and brandi piping (Items 2 and 3), Hush with top Surface of floor. Min 112 in. (;3 mal dIam bead applied at the ppeffloor Interface and the pipe/gypsum board or plate interface and at the seams in the gypsum board plate. 3H COMPANY - CP 25WB+, IC !SWB+, Firelbam 150+ caulk or FB-3000 WT sealant E. Phriestap Devices - As a. alternate to Itaim. 4BIr.4B2 ad 4C, flnestap, device to be Installed in accordance with the accompanying Installation Instructions. Firestom device to be Installed and a latched around pipe and secured to underside of ceiling with Ultra Fast Anchors or With 3116 jr. (5 mal diam steel toggle bolts (5/8 in. (16 man) grip) in conjurktion with 1-1/4 in, (32mm) diamsteal flender Wash.- Color secured to top Plate when chase wall is used with Ultra Fast Anchor Strips ., 114 In. by 2 in. (6 by 51mal long staul screws in conjurclion with 3/4 in� (19 mal diam steal washers. Min of two fasteners, symmetrically rocamd, required for nom 2 in. (51 mal clam pipes. Min of three symmetrically located fasteners required for nom 3 In. (76 mm) dial pipes. Mm of four symmetrically located fasteners required for rom 4 in. (102 nal diam pipes. 3M COMPANY - Ultra RC Park 2-0, 3.0, 4.0 -Briarful the UL Cfasialication Mark Ld*t_Uj2dftbC_jd an 2005-05-18 MOMASOTF CO - Type 440-32 Mineral ad Fib., Board Finish Floating - Floor Topping Mixture* - Min 3/4 to. thickness of floor topping having a min compressive strength of 1000 psi- Refer to manufarturer's instructions accompanying the anaterial for Specific mix design - System No. 4 ALLIED CUSTOM GYPSUM PLASTERWORKS LLC - AccuCrets, AccuRachant Sufalloorial - Min Nom 23/32 in- thick wood structural panels installed perpendicular to masses with end joints staggered. Plywood or panels secared to trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC Alternate Floor Mat Matei - (Optional) - Floor mat material nominal 2 - 9.5 mm thick loose laid over the subfloor. .long each t, ss. Staples having equal or greater wlthdrdwal and lateral resistance strength may be substituted far the 5d Floor topping shall be a onto of 3/4 in, ALLIED CUSTOM GYPSUM PLASIIERWORKS LLC - Type AccuQuipt FED, Type Acrl Can. Type AccuQuiet REM 20, Vapor Barrier - (Optional) - Nom 0.030 in. thick commercial asphalt saturated felt. Type AccuQuiet REM 32, Type AccuQuiet RSM 48, Type AccuQuiet RSM 64, and Type ActoQuet RSM 120 Roor Mat Materbil - (Optional) - Min 318 n. to may. 3/4 in. thick floor mat materiel loose laid over the subfloor. 4C. Alternate Calling Damptl - For use with m1n 18 in. deep trusses. Max size telling outlet In plenum box nom 16 In. long by 16 in, wide. Aggregate damper openings shall not exceed 128 Sig In. per 100 Sol ft of ceiling area. Damper installed in accordance with the manufacturers installation instructions provided with the damper. CROWN PRODUCTS CO INC - Models CRD50-FGPBA,2-CP, -i CRD50-FGPB-4.2-EA-CP, -61 LLOYD ENDUSTFUES INC - Model, CRD 50- F13PH-4-2, - 47 NI, -6.0, -6-0 FIT; CRID50�1EA-FGPI13-4.2, -4.2 FIT, -6,0, -6.0 NI. 40. Alternate Ceiling Dampers - For use with min IS In. deep trusses Max plenum bOx size nom 15 In. long by 15 In. .too ad 11-7/8 in. high fabricated "M galv Steel. Aggregate damper openings sliall not exceed 72 sq in. per 100 so ft of ceiling area. Damper installed in accordance with the Manufacturers installation instructions provided with the damper. LLOYD INDUSTRIES INC - Models 45-CRD-LT-BT and 45-CRD-LTD-BT 5. Dart. ad Blankets- - Glass Fiber or onfireal wool Insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. When the resilient channels (]treat 6) are spaced 16 in. OC, the insulation shall be a max of 3-1/2 n, thick, and shall be secured against the sutaflooring with staples at 12 in. OC or held suspended in the concealed space with 0.090 In. clean gah, steel wines attached to the wood trusses at 12 In. OC. When she resilient channels are spacedi a max of 12 in. OC or when the Steel Framing Members (Item 6A) are used, them is no limit In the overall thickness of insulation, and the insulatim can be secured against the sublhooring, held suspended in the concealed space or draped over the resilient channels (or Steel Framing Members) and gypsum parrel membrane, The finished rating has only been determined when the insulation is secured to the subflooring. 5A . Loose Fill Materials - As an alternate to Item 5, when the resilient channels (Item 6) are spaced a max pf 12 In, OC, ., when the Steel Framing Members (Item 6A) are used - Any loose fill material hearing the ILL Classihcatlon Metal for Surface in"Ing CharaCtel Them Is no limit In the overall thickness of Insulation. The Finished rating when loose fill material is used has not been determined 6� Resilient Channels - Formed from min 0.020 in, thick galv steel, 1[2 in. deep by 2 in. wide at the base and 1-1/4 in. wide at the face, spaced 16 in. OC perpendicular to trusses. When insulation Items 5 or 5A) is applied over the resilient charrel/gymsom panel coning membrane,, the resilient channel spacing shall be reduced to 12 in. OC. Channels secured to each truss with 1-1/4 in long Type S bugle head steel Screws, Channels overiapped 4 in. at splices. Two channels, Spaced 6 in. OC, oriented opposite each gypsum panel end joint as Shown In the above illustration, Additional channels shall extend .,a 6 In. beyond each shie edge of panel. 6A. Alternate Steel Framing Members - (Not Shown) - As an alternate to Items 6, main p-mairs, cross fees, cross channels and wall angle as listed below; A. Main Runners - Nom 10 or 12 ft long, 15/16 in. or 1-1/2 in. Wide fare, spaced 4 ft. OC. Main runnem suspended by min 12 SWG ga1v steel hanger wires spaced 48 In. OC. Hanger wines to be located adjacent to main runner/cross tee inters,petions. Hanger wires wrapped and twist -bed on l6d nails driven in tc, side of trusses at least 5 in. above the bottom face. B. Crass, Teas - Nom 4 ft long, 1-112 in. wide face, installed perpendicular to the main runners, spaced 16 in. OC. Additional cruls tees or cross channels used at 8 in, train each side of luttsd gypsum panel end joints. The crOS5 tops or cross channels may be riveted or screw attached to the Wall angle or channel to facilitate too ce:Img installation. C , Cress Channels - Nom 4 or 12 ft long, Installed perpendicular to main runners, spaced 16 In. OC. D_ Wall Angle or Channel - Painted or galy steel angle with 1 in. legs or channel with I in. legs, 1-9116 in. deep attached to Walls at perimeter of ceiling with fasteners 16 in. OC, To support steel framing member ends and for screw -attachment of the gypsum parel- CGC INC - Type DIST., RX. USG INTERIORS INC -- Type DGL or RX. 6B, Steel Framing Memberal - (Optional, Not Shown) - Used as an alternate Method to attach ni 1/2 In. deep resilient channels (Item 6) to wood trasses (Item 2). Resilient channels are friction Mitted into clips, and then clips are secured to the bottom chord of each wood trm,i, with a min. 1-3/4 in. long Type S bugle head steel screw through the center hole of the clip and the resilient channel Fargo, Adjoining resilient channels are overlapped 4 in. under trusses, The cl�p flange is opened slightly to accommodate the two overlapped channels. Additional clips required to hold resifleat channel that Supports the gypsum board butt joints, as described in Item 7. KEENE BUILDING PRODUCTS CO INC - Type PC Ass-ance, 7. Gypsum Boards - Nom 5/8 in. thick, 48 in. wide gypsum pami When resilient channels (Rear, 6) are used, gypsum panels installed with long dimension perpendicular to resilient channels. Gypsum panels secured with I in- long Type S bugle head Steel screws spaced 12 in. OC and located a min of 1/2 in. from side )omts and 3 in. from end joints, When insulation (items 5 or 5A) 1. applied -or the resilient channel/gypsum panel ceiling membrane the screw spacing shall be reduced to 8 in. OC. End joints; secured to both resilient channels as shown in end joint detail. When Steel Framing Members (Item 6A) are used, gypsum panels Installed with long dimension perpendicular to mass Less with side jomts centered along main runners and end joints centered along cross bees. Panels Fastened to cross tees with i in. long Type S bug�p_head Screws spaced 8 in, OC in the field and along end joints. Panels fastened to main runners with I in. long Type 5 bug e-haad screws spaced midway between cross tees. Screws along sides and ends of panels spaced 3/8 to 1/2 in, From board edge. End joints of panels shall be staggered with spacing between joints on adjacent panels notLess than 2 ft OC. CANADIAN GYPSUM COMPANY - Types C, i IPC-AR UNITED STATES GYPSUM CO - Types C, IP-X2, IPC-AR USG MEXICO S A DE C V - Types C, IP-X2, IPC-AR 8. finishing System - (Not Shown) - Vinyl, dry or pplimixed joint compound, applied In two coats to joil and screw - heads. Mean 2 in. wide paper tape embedded in First layer of compound over all joints. As an alternate, rom 3/32 in. thick veneer plaster may be applect to the entire surface of gypsum board. 'Boarine the UL Classification Mark Last Updated or, 2009-05-06 F-C-2134 System No. F-C-2134 September 27, 2008 IF Rating - I Mir T Rating - 0 Hr ao.lig. No. L529 June 19, 2009 Unrestrained Assembly Rating - I Hr. Finish Rating - 22 min. Load Restricted for Canadian Applications - See Guide li Ix ............ 1, Flowing System - The flooding system shall consist of one of the following: System Me. I Sullifilarpring - Min 23/32 in. thick T & G 'Need structural panels, min grade "Underlayment" or "Single -Floor". Face grain of plywood or strength axis of panels to be perpendicular to the trusses with endjoints, staggered i ft. Panels secured to trusses with construction adhmlve and No. Bel ringed shank nails Spaced 12 In. OC along each truss. Staples having equal .1 greater withdrawal and lateral resistance strength May be substituted for the Ed nails. System No. 2 Satirical - Min 23/32 in. thick T & G wood structural panels, min grace "Underlayment" or "Single -Floor". Face gFor . In of plywood a, strength b.is of panel, to be perpendicular to the trusses With end joints staggered A ft. Panels secured to tr with construction adhesive and No. Ed ringed prank nails spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the Ed nails. Vapor Barrier - (Optional) - Commercial asphalt saturated felt, 0.030 In. thick, Vapor Barrier - (Optional) - Nom 0,010 In. thick commercial rospi-sized building paper. Finish Flooring - Min 3/4 In. thidmess of lightweight insulating concrete with Parlite Aggregates or Vermiculite Aggregates, or gypsum concrete. See Perlitis Aggregate (CFFX) and Vermiculite Aggregate (CJZZ) categories for names of manufacturers. System Net. 3 Subtfillooring - Min 23/32 In. thick wood structural panels, min grade �C-D" or nSheathing". Face grain of plywood or strength axis of panels to be perpendicular to the tausses with joints Staggered - Vapor Barrie, - (Optional) - Commercial asphalt saturated felt, 0.030 in, thick, Fluor Met latialloarlialls- - (Optica.l)- No,, 6 num thick floor mat material adhered to subfloor with Hacker Fiber Primer. Primer to be applied to the surface of the mat prior to the placement of floor-toppirg mixture, When floor mat material is used I an in thickness of floor topping mixture is I in. HACKER INDUSTRIES INC - Type Hacker Sound -Mat. Alternate Ffoor Mat Materialfil - (Optional) - Floor mat material nom 10 man thick adhered to subiloor with Hacker Floor Print Primer to be applied to the surface of the mat prior to the placement of a min 1-1/2 in. of floor-topplaq mixture. HACKER INDUSTRIES INC - Type Hacker Sound -Mat 11. Alternate Floor Mat Mrsterbai (Optional) -- Floor mat racterial nom 114 in. thick loose laid over the subfibron. Floor topping thickness shall be a min of I in, HACKER INDUSTFUES INC - Type Qciat Qurl 55/025 Alternate Floor Mat Materialsei - (Optional) - Floor mat material nom 3/6 In. thick loose laid over the subtfloor. Floor topping thickness shall be a min of 1-1/2 in. HACKER INDUSTRIES INC - Type Quiet Quit 60/040 Alternate Fear Mat Materiarls* - (Optional) - Floor mat material nom 3/1 in. thick loose laid over the sulpfloor. Floor topping thickness shall be a min of 1-1/2 in. HACKER INDUSTRIES INC - Type Quiet Carl 6S/075 Metal Lath 0 It al - Fo use with �S In 10 m no in t t if 1 81 d d beel d d h 34 System No. 13 1-1 1 P 0. J r . or an or a ma a a s, 3, n- explain a s amon as , . ltis/sclyd placed overthefloor matou,iterial- Hacker Floor Primarto treappled priorto the placementufthe metal lath. UNITED STATES GYPSUM CO - LEVELROCKi Snead Sound Reduction B ... d When metal lath is used, floor topping thickness a nom 1-1/4 in. over the floor mat. Subtflocaring - Min 3/4 In. thick wood structural panels, nalp grade mUnderlayment" or "SIngle-Floor". Face grain of plywood or strength axis of panel to be perpendicular to joists with joints staggered. Long adges may be T & G or square. Alternate Floor Mat Materill - (Optional) - Nom lj4 il thiCk floor mat material base laid over the 'utafloor. 1. Floor Assembly - The 1 hr fire rated wood truss or combination wood and steel truss Flecar-Cefling assembly Strait b o Finish Flooring - Floor Topping Mixture pressave Min 3/4 in. thickness of floor topping mixture having a min earn constructed of the materials and in the manner described in the individual L500 Series Design in the UL Fire Resistance Strength of 1100 psi. Mixture Shelf consist of 6-B gal at water to 80 Its at floor topping mixture to 1.9 ca ft of sand. Finish Flooring - Fluor Topping Mixtul - Compressive strength to be 2500 psi into. Thickness to be 3/4 in. min, Directory, as summarized below: UNITED STATES GYPSUM CC - LEVELROCl Broad Map, UtIcharzymerit SRM-25 Refer to manufactumir's instructions accompanying the material for specific mix design. HACKER INDUSTRIES INC Firm FFI Gypsum Concrete, Fal 2010, Anil 3310, Firm Fill 4010, Firm -Fill High A. Flooring System - Lumber or plywood sulefloop, with finish fiber of lumber, plywel or Floor Strength, Gyp -Span Radiant Alternate Floor Mat Materials- - (Ofirtical - Nom 318 in. thick near mat material tome laid over the subfloor. ALPHA 7 GYPSUM I L C - EarthSmart Gypsum Cement Commercial Floor Topping Topping Mixture* as specifled in the individual Floor-Cellinq Design. Diam of opening shall be 1/2 in. to 1 in. (13 to 25 mm) larger than the outside diam of nonmetallic pipe (Items 3 and 4). SOLUTIA INC - Type SC50 Floor Mat Materials- - (Option.])- Floor at material com 1/4 in. thick adhered to subfiter with Alpha 7 Gypsum Floor B. I Jo sts - Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel Systamor No. 4 Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1 in. of floor-toppaq mixture. ju SIS, Lri or Structural Wood Membessis with bridging as required and ends PresLopped. Subftoring - Min 23/32 In. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or Finish Flooring, - Floor Tapping Mixture* - Min 3/4 in. thickness of Moor topping mixture installed havin a nam strength axis of panels to be perpendicular to the trusses with joints staggered. coal Strength of 1200 psi. Refer to manufacturer's Instructions accompanying the material no all. design. for specig ALPHA 7 GYPSUM L L C - Type EzathSal SCM WL_ C. Gypsum Boards - NOM 4 ft (1.2 IT) wide by 5J'8 In. (16 mm) thick, attached as described In the Individual Floor-Celling Design. Vapor Barrier - (Optimal)- Commercial asphalt saturated felt, 0.030 in. thick. UNITED STATES GYPSUM CO - Type LRK Floor Mat Matexi - (Optimal)- Floor mat material nom 6 man thick adhered to suari with Alpha 7 Gypsum Fl... 2- Chase Wall - The through penetrant (Item No. �4) shall be routed through a 1 hr fire-mted single, double or staggered Floor Mat Matel - (Optional) - Min 3JB In. to max 3/4 in. thick floor mat material lease, laid over the subfloor. Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min I in. of floen-topprog mixture. ..ad studs/gypesurn board chase well constructed of the materials and in the manner specified In the Individual U300 Series topping thickness shall be as specified under Floor Topping Mixture. system No. S Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: ALPHA 7 GYPSUM L L C - Type E.ThSal SCM ST. UNITED STATES GYPSUM CO - L-elrock Broad Searle Reduction Hot Siplificarboaq - Nom 23/32 1.. thick Wood sitructural panels installed perpendicular to trusses with end joints staggered A- Studs - Mom 2 by 4 In. (51 by 102 mm) or 2 by 6 In. (51 by 152 mm) lumber studs. Piyvitiod rated panels secured to trusses With construction adhesive and No. Ed ringed shank nails spaced 12 in. OC along System Mo. 14 each truss. Staples having equal or greater withdrawal and lateral resIstance strength may be substituted for the Ed nalls. a B. Sol Plate - Nom 2 by 4 m- (51 by 102 mm) or 7 by 6 m- (51 by 152 mm) lumber plates. Dial Alternate Floor Mat Materialss - (Optional) - Nom 1/4 in. thick floor mat material loose laid over the sullfloor. Fluor So Flowing - Mi. 23/32 in. thick T S, G wcad Structural panels installed perpendicular in trueeits with end joints to of ripen i ag or length of notch -out in Shia plate to be 112 In- to I in. (13 to 25 man) larger than pipill th1cloress shaft be as specified under Floor Topping Mixture. tU`NTTED Vapor B-irba, - (Optional) - No. O�0311 In- thick commercial asphalt saturated felt. staggered 4 ft. Plywood or ronvereer APA rated panels secured to trusses with construction adhesive and No. 6d ringed ordsid a cram of pipe I shank nails spaced 12 in. OC abing each truss. Staples having equal or greater withdrawal and lateral resistance strength STATES GYPSUM CO - Leverock Brand Floor Underlayment SRM-25 Fla., li Material.- - (Opti ... 1) - Mra 3/8 in. to are. 3/4 in. thick floor at material fees. [aid over the sturfl-c. may be substituted for the Ed nails. C. Top Plate - The double top plate shelf consist of two own 2 by 4 in- (51 by 102 man) or 2 by 6 in - (51 by 152 mal lumber plates. Of am of opening or length of notch -out in top plate to be 112 in. Ui ED STATES GYPSUM CC - LIEVELROCi Brand Sound Reduction Board Vapor Barrier - (Optional) - Commercial asphalt Saturated felt, 0.030 in. thick- to I in (13 to 25 mal larger than Ouside them ofpipe. Alternate Floor Mat Materfat - (Optional) - Nom 3/8 in. thick Few mat material loose laid ever the sulpfloor. near D G a -I topping thickness shall be as Specified under Ffoor Topping Mixture. 3. Furring Channels - Furring channels, 7/8 in. deep by 2-11/16 in. wide at the base and 1-7/16 in. wide at the face, formed from No. 25 ga gaiv steel, spaced 24 in. OC perpendicular to trusses. Channels secured to trusses with double strand of No. 18 SWG gaiv steel wire spaced 48 ln� OC. Ends of adjoining channels overlapped 6 In. and tied together with double Strand of No- 18 SWIG galv steel whe near each end ofoverlap. Two forcing channels used at end joints of gypsum board (Item 4), each extending a min of 6 in. beyond both side edges of the board. 3A. Resilient Channels - (Not Shown) - As an alternate to Item 3, resiliont charnel formed from No. 26 MSG gah, steel, :Paced 16 in. OC perpendicular to lousses, Channels secured to each truss with 1-1/4 in. long No. 6 Type S bugle head pool screi�r. Channels overlapped at splices 4 in. Two resilient channels used at end joints of gypsum board (Item 4), each extending . I. of 6 r. beyond both side dg.s of Jut board 3B, Steel Framing Mernbeirsl - (Optional, Not Shown) - Used as an alternate method to attach furring channels to trusses (Item 2). Clips spoped 48 in. OC. RSIC-1 cips seraired to the bottom chord of alternating trusses; with No. 8 x 2-1/2 In. coarse drywall screw through the center grommet. RSIC-V clips secured to the bottom chord of alternating tresses with No. 8 x 1_ 112 in. cearse drywall Screw through the center hole, Furring channels are friction fitted into clips. Adjoining channels am overlapped as described I n Item 3. As an alternate , ends of adjoining channels may be overlapped 6 in. and :ecured together with two min 7/16 in. long No. 6 self -tapping framing scrows, at the midpoint of the overlap, with one crew on each flange of the channel. Additional clips required to hold furring channel that supports the gypsum board butt joints, as described in Item 4. When Fiber, Sprayed (Item 6) is used, furring channel spacing reduced to 16 in. OC and two layers of nom 5/8 In. thick, 4 ft wide gypsum board shall be Installed as described In Item 4 PAC INTERNATIONAL INC - Types RSIC-1, RSIC-V. 3C. Steel Framing Membel - (Optional, Not Shown) - Used as an alternate method to attach furring channels to trusses. Clips spaced 48 In. OC., and secured to the bottom chord to alternating trusses with We No. 8 x 2-112 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels am friction fitted into clips. Ends of adjoining channels overlapped 6 In. and tied together With double strairld of NO. 18 SWG gaiv steel wife near each end of overiale. Additional clips required to hold furring channel that supports the gypsum board butt joints, as described in Item 4, Two layers of gypsum board required as described in Item 4. Not evaluated for use with Item 6. When item 3C is used and Batts and Blarkei am added per Section HI Item IS Blanket Insulation in the General Information of this Directory (BXl clips spaced 48 in. OC, furring channels spaced 16 in. OC max, 3-1/2 in. max. Batts and Blari Secured to plywood sulafloor wtffi staples Spaced 12 In. OC or to the trusses with 0.090 in. chain gaiv steel wires spaced 12 in. OC, and two layers of gypsum board required as described in Item 4A. When the Batts and Blamkets� are draped over the facing channel/gypsum panel calling membrane, the clip spacing shall be reduced to 24 in. OC and secured to consecutive trusses, the funing channel spacing shall be reduced to 12 in. OC, and two layers of gypsum board required as described in Item 4A. KINETICS NOISE CONTROL INC - Type Isomax. 3D. Steel Framing Memberal - (Optional, Not Shown) - Used as a alternate Method to attach in. 1/2 in. deep resillent channels (Item 3A) to trusses (Item 2). Resilient channels am friction fitted Into clips, and then clips am secured to the bottom chord of each truss with a 1-3/4 in. long l 6 Type S bugle head steel screw through the center hole of the clip and the resilient channel flange. Adjoining assinent channels are overlapped 4 in. under trus5es. The clip flange is opened slightly to accommodate the two overlapped channels. Additional dips required to hold resilient channel that supports the gypsum board butt joints, as described In Item 4. KEENE BUILDING PRODUCTS CO INC - Type RC Assurance. 3E. Steel Framing labeaqdnabs� - (Optional, Not Shown) - Used as an alternate method to attach furring channels to trassies. Clips spaced 48 in. CC. and secured to the bottom chord to alternating trassesi with one No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction noted into dips. Ends of adjoining channels overlapped 6 in. and tied L gather With double Strand of No. 18 SWG gaiv steel wire near each end of overlap. Additional clips required to hold furring channel that supports the gypsum board butt joints, as described in item 4. Not evaluated for use with Item 6. PLrTEQ INC - Type Giants Clip 3F. Resilient Channels - Resilient channels, formed from No, 25 MSG gah, steel and shaped as shown, spaced 12 in OC perpendicular to joist. Channels overlapped 4 in. at splices and secured to each joist with 1- 1/4 In, Type S screws. Min end clearance of channels to wzII to be 1/2 in. Additional nosalitmit channels xisitared So as to ro,incid. With and joint, of gypsum board (Item 4B)_ 4. Gypsum Boards - One layer of nom 5/6 in, thick, 4 ft wide gypsum board, installed with long dimension perpendicular to furring or resilient channels. Gypsum board secured with I in, long No. 6 Type S bugle head steel screws spaced 12 in. OC and located a min of 1-1/2 In. from side and end joints. End joInts, secured to both resilient channels as shown In the end joint detail. When Steel Friturpoing Members (Item 36) are used, one layer of nom 5/8 In. thick, 4 ft wide gypsum board is installed with long dimension perpendicular to furring channels. Gypsum heard secured to furring channels with nom I in. long No. 6 Type S bugle head screws spaced 12 in. OC in the field of the board. Gypsum board butt ]oints shall be staggered 2 Fit within the assembly, and shall occur between the main furring channels. At the gypsum board but-t joints, each end of each gypsum board shall be supported by a single length of furring channel equal to the width of the gypsum board plus 6 in. on each end. The two furring channels at each butt joint shall be spaced approximately 3-1/2 in. OC, and be alltached to the bottom chord of the truss with one RSIC-I clip at each end of the channel. Screw spacing along the gypsum board butt joint shall be 8 In. OC_ When both Steel Framing Members (Item 3S) and Fiber, Sprayed (Item 6) am used, furring channel spacing reduced to 16 in. OC and two layers of rom 5/8 in. thick, 4 ft wide gypsum board are instal I ed with long dimension perpendicular to funding channels. Base layer secured to furring channels with nom I in. long Ne. 6 Type S bugle head Sol Spaced 12 in. OC in the field of the board. Gypsum board tuat joints shall be staggered 2 ft within the assembly, and shall occur between the main furring channels. At the gypsum board butt joints, each end of each gypsum board shall be supported by a single length of furring channel equal to the width of the gypsum board plus 6 in. on each end. The two fuming channels at each butt joint shall be spaced approximately 3-1/2 in. OC, and be attached to the brottom chord of the truss with one IRSIC-1 clip at each end of the channel. Screw spacing along the gypsum board butt join, shall be 8 In. OC_ Outer layer secured to furring channels using 1-5/8 In. long No. 6 Type S Screws spaced 8 in- OC and 1-1/2 in. from the end joint. Butted end joints to be offset a min. of 8 in. from base layer end joints. Butted side joints of outer layer to be offset min. IS in. from butted side joints, of base layer. When Steel Framing Members (Item 3C) are used, two layers of nom 5/8 In. thick, 4 ft wide are Installed with long dimensions perpendicular to fuming channels. Base ,aye, attached to the fiTartrug channels using I in. long No. 6 Type S bugls-head steel screws spaced 12 in, OC in the field of the board. Butted end taints shall be Staggered min 2 ft. within the assembly, and occur midway between the continuous furring channels. Each end of each gypsum board shall be supported by a single length of furring channel equal to the width of the gypsum board plus 6 In. on each end. The two furring channels shall be spaced approximately 4 in. OC, and be attached to underside of the muss with one Isomax dip at each end of the channel. Screw Sparing along the gypsum board butt joint shall be 8 in. OC. Outer layer attached to the furring channels using 1-5/8 in, long No. 6 Type S thugle-head steel screws spaced 12 in. OC in the field. The end of the outer layer boards at the butt joint Strait he attached to the base layer boa rm with 1-5/8 In. long Type G Screws spaced 6 In. OC and 1-1/2 in. from the end joint, Butted end joints to be offset a min of 8 fil from base layer end joints- Butted -side joints OF outer layer to he offset affin 1.8 In- train butted sidil of base layer. When Steel Framing Members (Item 3E) are used, one layer of real 5/8 in. thick, 4 It wide gypsum board is installed with long dimensions perpendicular to Furring channels. Gypsum boand secured to furring channels with rom 1 In. long No. 6 Type S bugle -head steel screws spaced 12 In. OC In the field of the board. Gypsam board butted and joints shall be staggered minimum 16 in. within the assembly. - At the gypsum heard butt joints, each end of each gypsum board shall be supported by a single length of burning charical equal be the width of the gypsum heard plus 6 in. on each end. These additions furling channels shall be attached to underside of the truss with Genie clips as described In Item 3E. screw spacing along the gypsum board butt joint shall be 6 In CC. When Fiber, Sprayed (Item 6) is used, two layers of nom 5/8 in. thick, 4 ft wide oypeurn board am installed with long dimensions perpendicular caroming channels. Base layer gypsum ocand secured with I in. long No. 6 Type 5 bugle head steel scrows spaced 12 in. OC and located a min of 1-1/2 in- from side and end joints. End joirl Secured to both resilient channels as shown in the end joint derail. Outer layer gypsum board secured with 1-5/8 In. long No. 6 Type S bugle head steel screws Spaced 12 in. OC and located a min of 1-1/2 In. from side and end joints. Outer layer Shall be finished as described in Item 5. AMERICAN GYPSUM CO - Type AG-C CERTAINTEED GYPSUM INC - Types FRPC, ProRibc Type C CERTAINTEED GYPSUM CANADA INC - Franca: Type C CANADIAN GYPSUM COMPANY - Types C, IP-X2, IPC-AR GEORGIA-PACIFIC GYPSUM L L C - Type 5 LAFARGE NORTH AMERICA INC - Types LGFC-C, LGFC-C/A NATIONAL GYPSUM CO - Types FSK-C, FSW-C, FSW-G PABCO BUILDING PRODUCTS L L C, OBA PIABCO GYPSUM - Type C TEMPLE -INLAND FOREST PRODUCTS CORP - Type TG-C UNITED STATES GYPSUM CO - Types C, IP-XZ, IPC-AR USIG MEXICO S A DE C V - Types C, IP-X2, ]PC -AR 4A. Gypsum Board - For use when Item 3C is used and Batts and Blankots� am secured to the plywood sulefloor, to the trusses or draped over the furring channeligypsum panel ceiling membrane as described in item 3C. For method of gypsum board Installation, see Item 4. CANADIAN GYPSUM COMPANY - Types C, IP-X2, M-AR UNITED STATES GYPSUM CO - Types C, IP-X2, IPC-AR USG MEXICO S A DE C V - Type, C, TP-X2, IPC-AR 4B. Gypsum Board* - For use when Batts and Bliankil (Item 7A) and Resilient Charmds (Item 3F) are used. Nom VS In. thick, 4 ft wide gypsum board installed with long dimension perpendicular to resilient channels. Nom 1 in. long No. Type S bugle head Seal am driven through channel spaced 8 In. OC, End joins OF gypsum board Similarly fastened to additional resilient channels positioned at end joint locations. AMERICAN GYPSUM CC - Type AG-C_ 5. Finishing System - (Net Shown) - ','toy[, dry or premixed joint compound, applied in two costs to joints and Screw - heads. Nom 2 in. wide paper tape embedded in first layer a[ compound over all joints. As an alternate, nom 3132 in. thick veneer pester may be applied to the entire surface of gypsum board. 6. Fiber, Sprayed* - (Not Shown, Optional) - Spray -applied cellulose Insulation material. The fiber is applied with water within the concealed space, over the resilient A-mel/gypsum board ruling Membrane, in ii-al With the zipplicauitat instructions Supplied with the product, and may substantially rill the concealed space. Nominal dry density Of 3.0 Ib1ft3 Alternate application method: The nber Is applied with U.S. Greenflber LLC Type ADIOC hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 Itilft". Alternate application method: The fiber Is applied without water or adhesive at a nominal dry density of 3.0 b/ft3, in accordance with the application instructions supplied with the product- When Itean 6 (Fiber, Sprayed) Is used, Furring Channels (Item 3) or Resilient Channels (Item 3A) spacing shall be reduced to 12 in. OC. When Item 6 (Fiber, Sprayed) is used, two layers of gypsum board required as described ir, Item 4. Not evaluated for use with Lear 3C. U S GREENIFIBER L L C - Coccal Stabilized or Cocrool (Fire Rated Material) 7. Batts and Blankets* - (Not Shown) - For use with Item 3E - Nom 3 in. thick mineral wool Insulation held suspended In the concealed space with 0.090 In. clear gaiv steel wires attached to the wood trusses at 18 Il OC_ 7A. Batts and Blankets* - For Usefflith Items 3F and 45 - Glass fiber Insulation dribibled over the reslient channel/gypsum panel calling membrane. Max. 3-1/2 In. thickness Of glass Fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance having a min. density of 0.5 pcf. Vapor Barrier - (Optional) - Nom 0.010 in. thick commercial rosm-sized building paper. ' ypsum be - c ness, bypl number o layers and fasteners Shah be as Sped led in Sysirourn No. 14 Alternate Floor Mat Matei - (Optical - Nam 1J4 in. thick Floor mat material loose laid overdre subloor. individual Wall and Partition Design. SOLUTIA. INC - Type SC50 *Bparing the UL Claresificatim Mark Finish Flowing - Mi. 314 in. thickness of lightweight insulating concrete with Perlite Aggregate* or Vermiculite Subiflouring - Min 23/32 in. thick T & G wood structurel panels, min grade 'Unclorlayment" or "Singla-Flacar". Face grain LasUfid d on 2009-06-19 M t 3 Through Promideraid, - One nonmetallic pipe to be installed within the firestot Stem Pi . to be if ki SO .,led in, __atg_ System No. a Subtflooring - Min 23132 In. thick wood structural panels, min grade `C-D" or "Sheathlngm. Face grain of plywood or strength axis of panels to be perpendicular to the trusses with joints staggered. Vapor Barrier - (Optional) - Commercial asphalt saturated felt, 0.030 in, thick. Fluor Mat Materials* - (Optional) - Nam 114 in. thick Floor mat material lease laid over the sulefloor. Plaarxem Floor Primer to be applied to the surface of the mat priorto the floor topping placement. When floor mat material is used, min thickness of floor topping thickness is I in. MAXXON CORP - Type Acousti-Mat 11 Alternate Flow Met Materals* - (Optional) - Nom 0.8 In. thick floor mat material loose laid over the subfloor with Crack Suppression Mat (CSM) loose laid Over the floor mat material. Floor topping thickness shall be min 1-112 in. MAXXON CORP - Type Ac ... id-Mcit 3, Crack Suppression Not (CSM) Metal Lath (Alternate to Crack Suppression Mat (CSM)) - 3/8 in. expanded galvanized steel diamond mesh, 3.4 Ilosl yd loose laid over the floor mat material. Floor topping thickness shall be min 1-1/2 in. Alternate Floor Mat Materials* - (Optional) - Nom 0.4 in. thick floor mat material loose laid over the 5ubfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be all 1-1/2 in. MAXXON CORP - Type Erkasomc 9110 Alternate Fluor Mat Materials* - (Optional) - Moral 0.2 in. thick floor mat material loose laid over the subilloor. Hall Floor Primer may be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be as specified under Floor Topping Mixture. MAXXON CORP - Type Acousti-Mat LP-R Metal Lath (Optional) - For use with floor mat materials, 3/8 In. expanded galvanized steel diamond mesh, 3.4 Im/.q yd or Maxxon Corp. UL Classified Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping thickness Shelf be ran I in. MAXXON CORP Type Crack Siappressirm Met (CSM) Finish Flooring - Floor Topping Mixtures - Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1000 psi. Mixture shall consist Of 3 to 7 gal of water to 80 Im of floor topping mixture to 1.0 to 21 to ft of serad, MAXXON CORP - Types D-C, GC, GC2000, L-R, T-F, i System No. 9 Subilloorial - Min 23/32 in. thick wood structural panels, min grade "C-D" or "Shezrthapq�. Face grain of plywood or strength axis of panels to be perpendicular to the trusses With joints staggered. Vapor Barrier (Optional) Commercial asphalt saturated felt, 0.030 in. thick. Finish Flooring - Floor Topping Mixture* - Min 3/4 in. thickness of floor topping mixture having a min comp-S - ve strength of 1000 psi. Mixture shall consist Of 5 to 8 gal of water to 80 Im of floor topping mixture to 2. 1 to ft of sand. ULTRA QUIET FLOORS - UQF-A, UQF-Super Blend, UQF-Plus 200 System No. 10 Subtlicalarling - Min 23132 In. thick wood structural panels, min grade 'C-D" or "Sheathing". Face grain of plywood or .strength axis of panels to he perpendicular to the trusses with joint-, staggered. Vapor Saimber - (Optional) - Commercial asphalt saturated felt, 0.030 in. thick. Fluor Mat Materiafs* - (OpLional) - Main 114 in- thick nwr mat material cause laid over the suinfloor- Maxxon Floor Primento be applied to the Surface of the mat prionto the floor topping placement. When floor mat material is used, min thickness of floor topping mixture is I in. MAXXON CORP - Type Acousti-Mat 11 Alternate Floor Mat Materials* - (Optional) - MOM D.B in. thick floor mat material loose laid over the subfloor with Crack Suppression Met (CSM) loose laid over the near mat material. Floor topping thickness Shall be min 1-1/2 in. MAXXON CORP - Type Accusti-Mat 3, Crack Suppression Mat (CSM) Metal Lath (Alternate to Crack Suppression Mat (CSM) - 3/8 In. expanded galvanized steel diamond mesh, 3.4 Im/sq yd loose laid over the floor mat material. Floor topping thickness Strait be min 1-112 in. Alternate Floor Mat Materialil - (Optional) - Nom 0.4 In. thick floor mat material loose laid over the sublim, Manon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be min 1 -1/2 in. MAXXON CORP - Type Enkasomic 9110 Alter ate Floor Mat Mistradill - (Optional) - Nom 0.2 in. thick floor mat material lGose laid over the sulpfloor. Maxxon Floor Primer may be applied to the surface of the mat prior to the floor topping placement- Floor topping thickness shall be as specified under Floor Topping Mixture. MAXXON CORP - Type Acomb-Mat LP-R Metal Lath (Optional) - For use with floor mat materials, 3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd or Maxxon Corp. UL Classified Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping thickness Shelf be onto I In. MAXXON CORP - Type Orzick Suppression Mat (CSM) Finish Flooring - Floor Topping Mixture* - Min 3/4 in. thickness of floor topping mixture having a min campro strength of 1200 psi. Mixture shall consist of 4 to 7 gal OF water mixed wkh 60 Itis of floor topping mixture and 1.4 to 1.9 cu ft of sand. RAPID FLOOR SYSTEMS - Types RF, RFP, RFU, RFR, Ortecrete system No. I I Subriflooring - Min I by 6 in. T & G lumber fastened diagonally Up trusses, or min 15/32 in. thick plywood or min 7/16 in. thick oriented Spread board (OSB) wood Structural panels, non grade "C-D" or "Sheathing". Face grain of plywood a, strength axis of panel to be perpendicular to trusses with joints staggered. Finish Fluor - Mineral and Fiber Boards - Min 112 in. thick, supplied in sizes ranging from 3 ft by 4 Ft to 8 ft by 12 ft. All joints to be staggered a min of 12 in. with adjacent sub -floor joints. HOMASOTIE CO, - Type 440-32 Mineral and Fiber Sol System No. 12 Sulpflooring - Min 23/32 in. thick wood Structural panels, min grace "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the trusses With James staggered. Vapor Barrier - (Optional) - Commercial asphalt saturated felt, 0.030 In, thick, Fluor Mat Materlithis - (Optional) - Min 3/8 In, to max 3/4 In. thick floor mat material loose laid over the subficon. Floor topping thickness shall be as specified under Floor Topping Mixture. UNITED STATES GYPSUM CO - Lovelrock Brand Sound Reduction Board Alternate Floor Mat Materials* - (Optional) - Nom 1/4 in thick near mat material lease laid ever the subnoor. Floor toppina thickness shall be as specified under Floor Topping Mixture. UNITED STATES GYPSUM CO - Levahrock Brand Floor Underlayment SRM-25 Alternate Floor Mat Materialss - (Optional) - Nom 3/B in, thick Floor mat material loose laid over the Sciatica, Floor topping thickness shall be as specified tinder Floor Topping mixture. SOLUTIA INC - Type SC50 Finish Floolding - Floor Topping Mixture* - Min 1/2 in. thickness of floor topping mixture having a min compressive strength of 3000 psi. Refer to manufacturer's instructions accompanying the material for spedi mix design. UNITED STATES GYPSUM CO - Type HSLRJK System No. 13 Subiflooring - Min 23132 In. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the trusses with johnits Staggered. Vapor Barrier - (Optional) - Commercial asphalt saturated felt, 0.030 ln� thick. Finish Flowing - Floor Topping Mixtures - Min 3/4 in. thickness of floor topping having a min compressive strength of 1000 psi. Refer to manufacturer's lostruciontas accompanying the material for spedflc mix design. ALLIED CUSTOM GYPSUM PLASTIERWOPKS LLC - Acc.-Crem, Acc.Rdizat Alternate Floor Mat Materials - (Optional) - Floor mat material nominal 2 - 9.5 mm thick fame laid over the subfifixor. Floor topping shall be a min of 3/4 in. ALLIED CUSTOM GYPSUM PLASTERWORKS LLC - Type AccuQuiet Pi Type AccuQuiet C40, Type AccodQuilip: ISM 20, Type AccuQuet REM 32, Type AccuQuiet REM 48, Type ACCUQuiet RSM 64, and Type AccuQuiet REM 120 UNITED STATES GYPSUM CC - LEVELROCK@ Brand Floor Undarlayment SR -25 SY Aggregate or gypsum conue e. P . p 9 File both sides of floor -ceiling assembly. The annular space between pipe and periphery of opening shelf be min 0 in. �fpomt Alternate Floor Mai Materboti - (Optional) - noor mat material nominal 3/8 in. thick loose laid over the sulaffictor. Floor of plywood or strength axis of panels to be perpendicular to the trusses with end joints staggered 4 ft. Panels secured to trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss, Staples having equal contact) to max 1/2 in. (0 to max 13 man). The following types and sizes of nonmetallic pipes may be used: topping shall be a min 3/4 in. thick. or withdrawal and ateral resistance strength may be substituted for the Gd nails. See Partite Aggregate (CFFX) and Vermiculite Aggregate (CIZZ) categories for names of manufacturers. greater Alternate Fluor Mat Materials* - (Optional) - Near 3/8 [a. thick floor Met material Impo [aid over the scitol-r. OWENS CORNING - Type QuietZone Acoustical Floor Mat Floor Mat Materiall - (Optional) - Nom. 1/4 In. thick loose laid overthe sulpfloor. Floor topping thickness shall be a A. Polyvinyl Chloride (PVC) Pipe - Nom 3 in. (76 man) them (or marfler) Schedule 40 solid core Vapor Barrier - (Optional) - Commercial asphalt saturated Felt, 0,030 In, thick, SOLUTTA INC - Type SC50 minimum of I in. PVC pipe fo, use in closed (process or supply) or vented (drain, waste or vent) piping system, Finish Flooring - Floor Topping Mixture* - Min 3/4 In. thickness of floor topping mixture having a min compresslas Vapor Barrier - (Optional) - Nom 0.010 In. thick commercial rosin -sized building paper. KEENE BUILDING PRODUCTS CO INC - Type Quiet Qurl 55/025 and Quiet Quid 55/025 N B, Cellular Core Polyvinyl Chloride (ccPVC) Pipe - Norn 3 in. (76 Fort) dam (or smaller) Schedule 40 cellular core PVC for in strength of 1200 psi. Refer to manufactl instructions accompanying the material for specific mix desigh- Finish Floating - Floor Topping Mixtial - Min 112 in. thickness of floor topping mixture having a min compressive pipe use closed (process or supply) or vented (drair, wasto or ,ent) piping system. Finish Flooring - Min 314 In. thickness of lightweight Insulating concrete with Partite Aggregate* or Vermiculite strength of 3000 psi. Refier to manufacturer's instructions accompanying the material for specifir mix design. UNITED STATES GYPSUM CO - Type LRK Aggregate-, or gypsum r-caste. Alternate Floor Mat Matelialiss - (Optional) - Floor mat material Nom. 3/8 in. thick lome laid over the scallop, Floor C. Arcrylonitrile Butaditne Styrene (ADS) Pipe - Nom 3 in. (76 mal them (or smaller) UNITED STATES GYPSUM CO - Type HSLRK topping thickness She I I he a Minimum of I I.. Schedule 40 solid core ASS pipe For use in closed (process or supply) or vented (drain, waste or See Perlite Aggregate (CFFX) and Vermiculite Aggregate (C3ZZ) categories for names of manufacturers. ,.at) pipiho System, System No. 5 KEENE BUILDING PRODUCTS CO INC - Type Quiet Quit 60/040 and Quiet Cited 60l N Flow Mat Materials* - (Optional) - Nom- 1/4 in. thick I— laid over the subflou. Floor topping thickness shall pe a System No. 6 D. Celfular Care Acrylonitrile Butadilene Styrene loll Pipe - Nom 3 in. (76 mal dram (or Saptiffiberial - Mi. 23�32 in. thick m.d Structural panels, min grade "C-D" or "Sheathing'. Face grain of plywood or Minimum of 1 in. surallel Schedule 40 cellular core ADS pipe for use in closed (process or supply) or vented (dram, strength axis of panels to be perpendicular to the trusses With joints Staggered- Subtlocring - Min 23/32 in. thick T S, G wood Structural panels installed perpendicular to mosses with end joints Alternate Fluor Mat Materiali - (Optional) - Floor mat material Nom. 314 in. thick lease laid over the cutifloor. Floor waste or vent) piping system. KEENE BUILDING PRODUCTS CO INC - Type Quiet Qurl 55/025 and Quiet Qurl 55/025 N stagiiiened 4 ft. Plywood or ronverear APA rated panels secured to trussps with construction adhesive and No 6d inged topping thickness shall be a minimum of 1-1/2 In. Vapor Sartrier-(Optional) - Commerciai asphalt saturated felt, 0.030 in. thick. Shank calls Spaced 12 in, OC along each ti-liss. Staples having equal or greater withdrawal and lateral resistance strength may be Substituted For the 6d nails. E� Chlorinated Polyvinyl Chloride ii Pipe - Mom 3 In. (76 mm) tham (or smaller) KEENE BUILDING PRODUCTS CO INC - Type Quiet Qurl 651075 and Quiet Qual 65j075 N SDR13.5 CPVC pipe For use In closed (process or supply) piping systems. Finish Flooring - Floor Topping Mixture* - Min 1-1/2 in. thickness of floor topping mixture having a min compressive Alternate Floor Mat Materialsir - (Optional) - Floor mat material NOT. 3/B in. thick loosc laid over the SuInflorar. Floor strength of 1000 psi and a cast density of 100 plus or minus 5 per. Foam concentrate mixed 40:1 by volume with water and topping thickness Strait be a minimum of I in. Vapar Barrier - (Optional) - Nom 0.030 in. thil commercial asphalt saturated felt. 4. Branch Piping - (Optional) - One nonmetallic pipe to be Connected to through penetrant (Item 3) and Installed within expanded at 100 psi through nozzle. Mixture shall consist of 1.4 cu feet of preformed foam concentrate to 94 Its, Type I 2. Trusses - Paralel chord trusses, spaced a max of 24 in. OC, fabricated from nom 2 by 4 lumber, with lumber oriented opening In subfluor . The annular space between pipe and periphery of opening Shall be ri D In. (point contact) to max Portland cement, 3no lb, of and with 5-1/2 get of water. KEENE BUILDING PRODUCTS CO INC - Type Quiet Quid 60/040 and Quiet Quirl 60/040 N Firdsh Mewing - Fla., Tapping Mlictome- - Mra 1-1/2 in thickness of near topping mixture having a min compressive vertically or harizo,itally. Min truss depth is 12 in, Truss mempers, secured together with min 0.036 0356 in. thick 112 In. 13 mm) . The following types and sizes of nonmetallic pipes may be used: Strength of 1000 psi and a cast density of 10D plus or minus 5 pcf. Foam concentrate mixed 40:1 by volume with water and gav anized ste,sl plat- Platies have 5116 In. long teeth projecting perpendicular to the plane of the plate. The meth are In ELASTIZELL CORP OF AMERICA - Type FF expanded at 100 psi through nozzle. Mixture Shall consist of 1.1 cu feet of preformed foam concentrate to 94 lbs Type I Portland cement, 300 Its of Send with 5-1/2 get of ..far- f . , pairs acing cat h other (made by the same punch), forming a split tooth type plate. Each tool has a chisel point on its A- Polyvinyl Chloride (PVC) Pipe - Norn 3 in. (16 mal plain (or smaller) Schedule 40 solid care Alternate Floor Mat Materiiii - (Optional) - Floor mat material Nom- 3/4 In. thick lame laid over the subfloor. Floor outside edge. These points are diagonally opposite each other for each pair. The top half of each tooth has a tWist for PVC pipe for use in closed (process or supply) or vented (drair, waste or vent) piping System. tapping thickness Shot] be . minimum of 1-112 in. ELASTIZELL CORP OF AMERICA - Type FF stiffness. The pairs are repeated on approx. 7/8 In. centers with four rows of teeth per Inch of plate width. System No. 6 B. Cellular Core Polyvinyl Chloride (mill Pipe - Nom 3 in. (76 al diam (or smaller) KEENE BUILDING PRODUCTS CO INC - Type Quiet Qurl 65/075 and Quiet Quit 65/075 N 3 - Air Deact- (Optianal - Any UL Class 0 - Class 1 flexible air duct installed in accordance with the i-fluctions provided Schedule 40 cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or Subtflacring - Min 23/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face gi-ain of plywood or by the damper manufacturer. vent) piping Systreal strength axis of panels to be perpendicular to the trusses with joints staggered. System No. 7 system No. 15 4. Ceiling Campers (Optional), To be used with Air Duct Item 3. - For use with min 18 in. deep trusses Max plenum C. Acrylonitrile Butacliene Styrene (ABS) Pipae - Nom 3 in, (16 mm) diam (or smatter) Vapor Barrier-l(Optional) - Commercial asphalt saturated felt, 0.030 in. thick. Suliffbabring - Min 23/32 in. thick T & G wood structural panels Installed perpendicular to trusses with end joints box size rom 19 In. long by 19 In. wide and 11-7/8 in. high fabricated from galy steel. Aggregate damper openings shall Schedule 40 solid core ADS pipe for use in dosed (process or supply) or varted (drain, waste or Sultiflooring - Min 314 in. thick wood structural panels, min grade "Underlaymel or nSingle-Floor". Face grain of staggered Plywood a. nonvereer APA rated panels secured to trusses with construction adhesive and No. 6d ringed 4 not exceed 12B sit in. per 100 So ft of ceiling area. Damper installed in accordance with the manufacturers installation .at) System. or strength axis of to be to joists with joints staggered. Long edges may be T R G shank nail' 'paced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral assistance strength instructions provided with the clarl pipi.q Finish Flooring - Floor Topping Mixture* - Min 1-1/2 in. thickness of floor topping mixture having a min compressive plywood panel perpendicular or square. May be substituted for one 6d all strength of 1000 psi and a cast density of 100 plus or minus 5 prof. Foam concentrate mixed 40: 1 by volume with water and AIRE TFCHE40LOGIES INC - Models: CRD model 50 W/Bool., CRD model 50EA w/Boot, CRD model 55 W/Broot, CRD D. Cellular Core Actrylunitrifle Butacliene Styrene ii Pipe - Main 3 in. (76 man) diam (or expanded at 100 psi through nozzle. Mixture shall consist of 1.2 ru feet a' preformed team concentrate to 94 Its, Type I Finish Flooring - Floor Topping Mixturtil - Compressive strength to be 2500 psi min. Thickness to be 3/4 in. min. Vapor Harrier - (Optional) - Nom O.D30 in. thick commercial asphalt saturated felt. mode 1 55 EA WIBOOT smaller) Schedule 40 cellular core ASS pipe for use in closed (process or supply) or varied (drain, Portland cement, 300 Los of sand with 5-1/2 gal of water. Refer to manufacturer's Instructions accompanying the material for specific mix design. waste or vent) piping system. Finish Flooring - Floor Topping faflxture� - Min I in. thickness of near topping mixture having a min compressive CELLULAR CONCRETE L L C - Floor Topping Mixture ALPHA 7 GYPSUM L L C - EarmSmart Gypsum Cement Commercial Floor Topping Strength of 1000 psi and a cast density of 100 plus or minus 5 pelf. Foam concentrate mixed 40:1 by volume with water and LLOYD INDUSTRIES INC - Model CRID 50-BT, CRD 50-EA-BT, CRD 55-BT, CRD 55 EA-BT S. Fill, Void or Cavity Materiall - Caulk or Sealant - Min 3/4 in. (19 man) thickness of caulk applied within annular expanded at 1 00 psi through nozzle. Mixture shall consist of 1.4 cu feet of preformed foam concentrate to 94 bs Type I space expand perimeter of through penetrant (Item 3), Mush with top surface of Floor or sole plate and flush with bottom Portion(, cement, 62.5 Its of pea gravel, 312.5 im of Send with 5-1/2 gal of water. Surface of top plate. Min 3/4 in. (19 mal thickness of caulk applied within moular space around perimeter of branch piping System No. 7 Floor Mat Materialls* - (Optional)- Floor mat material rom 1/4 In. thick adhered to subflaor with Alpha 7 Gypsum Floor 4A. Alter -at Ceiling Dampers - For use with min IS in. deep trusses Max plenum box size nom 13 In, long by 13 in. a (Item 4), flush with top surface of floor. Min 1/2 in. (13 man) clean bead applied at the pipe/floor interface and the pipe/ Primer. Primer to be applied to the surface of the mat prior to the placement of a min I in. of floor -topping mixture. LITE-CRETEINC - Type I wide. and 11-7/8 In. high fabricated from gaiv subel- Aggregate dampa,roperings Shall not exceted 50scl m- per 100 sq M f a plate interface. Subtflacaring - Min 23/32 in. thick wood structural pands, min grade 'C-D" or "Sheathing". Face grain of plywood or ceiling area. Damper installed in accordance with the manufacturers installation instructions provided with the damper. Strength axis of panels to be perpendicular to the trusses with joints staggered. ALPHA 7 GYPSUM L L C - Type EarthiSmant SCM WL. 3M COMPANY - CP 25WB+ cal IC 15WB+ caulk or FB-3000 WT sealant system No. 8 LLOYD INDUSTRIES INC - Model CRD 50-BT-6, CRD SO-EA-BT-6, CRID 55-BT-6, CRID 5S EA-BT-6 Vapor Barrier - (Optional) - Commercial asphalt Satumted felt, 0.030 in. thick. TBearing the UL Classification Mark Floor Mat Materialsis - (Optional)- Floor mat material nom 6 man thick adhered to suleflour with Alpha 7 Gypsum Floor Sulifilcoring - Min �3/32 in. thick T & G wood structural panels installed perpendicular to trusses with end joints Finish Flooring - Floor Topping Mixtures - Min 1 in. thickness of floor topping mixture having a min compressive Primer- Primer to be applied to the surface of the mat prior to the placement of a Into I In. of flopir-topping mixture. staggered 4 ft. Plywood on converser Al rated panels Secured to trusses With construction adhesive and No ' 6d ringed 4B. Alternate Ceiling Dampers - For use with min 18 in. deep trusses Max size telling outlet In plenum box nom 12 In. Last Upiciated on 2008-139-27 strength of 1000 psi and a cast density of 100 plus or minus 5 pcf, Foam concentrate mixed 40: 1 by volume with water and shan rals spaced 11 1,- OC alai y each truss. Staples having equal or greater withdrawal and lateral resistsoce strength i long by 12 in. wide. Plenum box fabricated from gaiv steel. Aggregate damper openings shall not exceed 72 sq in. per 100 -on e porced at 100 psi through nozzle. Mixture shall consist of 1.4 cu feet of preformed foam concentrate to 94 lbs Type I ALPHA 7 GYPSUM L L C - Type EarthSmart SCM RT. Me y be S for the. Ed nails. ubst'lute, instructions provided with the Sq ft of ceiling area. Installed in accordance with the manufacturem installati damper. px Lifland cement, 62.S lb, of Pop Grove], 312.5 Los of S.ad With 5-1/2 go of water. Vapor Barrier - (Optional) - Nom 0.030 in. thick, commercial asphalt Saturated felt. AIRE TECHNOLOGIES INC - Models: CRD model 50 W/Boot, Cl model SCEA W/Boot, CRO model 55 W/Bocit, CRD LITE-CRETE INC - Type 1 2- Trusses - Parallel chord trusses, Spaced a max 24 in. OC, fabricated from nom 2 by 4 In. lumber with lumber oriented model 55 EA W/Bcit. vertically or horizontally. Min truss depth is 12 in. Truss members secured together with min No. 20 MSG galy steel truss plate,, Plites, have 1/11 in. long teeth projeding perpendicular to the plane of the plate. The teeth are in pairs facing each other (me de by the Same punch), forming a split-t-th-type plate. Each tooth has a chisel point on its outside edge. These LLOYD INDUSTRIES INC - Model CRD 50-95BT, CRD 50-EA-9SBT, CRO 55-9SLAT, CRE, 55 EA-95BT Point. are diagonally opposite each other for each pair The top half of each tooth has a twist for Stiffness- The palm are repeated on approx 7/8 In. centers with four rows of teeth per In. of plate width, RC2602 FIRE WOOD TRUSSES, GYPSUM WALLBOARD so layer ill type X gypsum wallboard applied at right angles to wood roof flumes 24" ce. with 1114" Type W or S drywall soperm 24' u.c. Face layer sla" type X gypsum wallboardargiflosumvenearbasectippledall rightangles to trusses with 17/a'TypeWor S drywall screws 12" ri.e. at joints and intermediate busses and 1112' Type G cl screws, 12" o.c. placed 2" back on either side of end joints. Joints offset 24' from bese layer joints. Wood trusses supporting ll mod structural panels applied at nght angles to trusses with Bd nails. Appropriate roof covering. Calling provides one hour flo, refilst... ptatestan far Approx. Caring Wright 5 Pat Fre Test: FM PC 172, 2-25-72: ITS , 8-6-98 E FC5406 GA FILE NO. FC 5406 GENERIC 1 HOUR 35 to 39 s,rc FIRE SOUND WOOD JOISTS, GYPSUM WALLBOARD Baso layer its' type X gypsum wallboard applied st light angles to 2 x 10 mod joist, 24" .... with 11/a' Type W or S dy,,.]] .- 24' ...- Face layer i type X gy"" wallboard a' gypsum veneer base applied at right angles to joists with I 'Is w or S drywall sinevis 12' ..t. .1 joints and atearnedlate joists and I'le Typ ac,_ 17, too, placed 2' back on either side of end jl Joints offset 24" from base layerjoints. Wood joists supporting fire plywood win exterior glue applied at-rig-htdangl-es" to joists with Bal al Ceiling provides am hour film resituarics, protection for framing, Including trusses. Approx Ceiling Wrlight 5 Pat Fire Test . Flit FC 172, 2-25-72, ITS ' 8-6-98 Sound Test: Estimated it UM7717 FU R 2 0. .0 ARCHITECTURE & C ? PLANNING I ARCHITECTURE I INTERIOR DESIGN (D 0 745 orienta avenue, suite 1121 fr altamonte springs, fi 32701 phone: 407.830.1400 City of Zephyrhills, FL U) C 0 MENEREEM >1 C 0 Fn 126 Z�; U, (:� U.1 cf-I 11125109 Progres Set 12/09/0.9 60% Pr gress Set 12117/09 Bid S 03/02/10 Se Perrni t A 4:1 SHEET REVISIONS: PROJECT NO. 09-258A ",mAll- -0 I N, 0 31 aw Za M-' =. = 'C � H — a) M 0 U) :2 a_ — 0 'I I 4 - M 0) 0 0 N n U-) :�Z I C 0 "D Q If 0 a_ 0) 3: no � I Z < > 7- 0 = .1: n ��_ (-------->A '� " . v : i3k � `7 '?�.: r �' � "—, , � .0 ' , ':�;r � 1, F - __ i CI �_ - I ___� . . ; % ; I I ; ',-—A System. No. F-C-8012 May 19, 12005 F Rating - I fir T Rating - 1 He . SEC-TION A -A ., .------I.--- I .. 7. Floor -Ceiling Assembly - The 1 an i'llm-rated solid or Frosted lumber joist floor -ceiling assembly shall be constructed of the materials and in the manner specified in the individual L 500 Series Fficlar-Celling Designs in the Fit F`Fm ll-sta-c Directory, as summarized below: A" Flooring System - Lumber or plywood subficor with finish floor of lumber, plywood or Floor To piping Mb`IpI as specified in the individual Floor-Coting; Design. Max clam of floor opening is - 4 1/2 in. (114 ni � B. Joists - Mom 10 in. (254 ran) deep (or deeper) lumber, steel or Combination lumber and steel joists, trusses or Structural Wood Membens* with bridging as required and with ends Hoestopped. C. Gypsum Board& - Mom 4 It (122 cor) Wide by 5/8 in. (16 ram) thick as specified in the individual Floor-Ceflirlig Design. Wallboard! nailed to Wood joists. Max diem of ceiling opening is 4- 2 I/ - in. (114 min ) 1.1 Chase Wall - (Optional, not Shown) - The through penetrants (Item 2) may be routed through a I hit firm -rated single, double a, stagg.red mad studligypiscurre board chase wall constructed of the material and in tire manner specified in the individual U300 Series Wall and partition la-itin. in the UL Fire Resistance Directory and Shall include the F.Ilowitt'l construction Feel — A. Studs - Mom 2 by 6 in. (51 by 152 mm) or double ROM 2 by 4 in. (51 by 102 man) lumber .studs. B. Sale Plate - Mom 2 by 6 in(51 by 152 mm) I or parallel 2 by 4 in. (51 by 102 min) lumber plates, tightly bubtad� C. Top Plate - The double top plate shall consist of two nom 2 by 6 in. (51 by 152 mm) or two Sets Of parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Max diem of opening is 4- 1/2 I, ,(I 14 ni D. Gypsum Board* - Thickness, type, number of layers and fasteners shaft he as specified in individual Wail and Partition Design. 2. Through Penetrants - Pipes, conduits, tubing an cables to be bundled Within the opening Such that the aggregate CrOSS-Sectional area OF penetrants in opening to be min 42 percent to max 54 percent of the cmss-sectional area of the Opening in ficar-cefling. A min 114 in. (6 Race) annular spare shall be maintained amund uninsulated metallic pipe,. T.Fje space between penetrants and periphery of opening shall be min 1/4 in. (6 Ford). Penetrants to be rigidly supported an both sides of floor or wall assembly. The following types and sizes of penetrants may be used; A. Metallic Pipes - The fiallowinq types and sizes of metallic pipes, Conduits or tubing may be used: Al. Steel Pipe - Mom 314 in. (19 mm) diem (or smaller) Schedule 5 (or heavier) steel fdpe� A2_ Conduit - Mom 3/4 in. C 19 mm) diem (or smaller) steel electrical Metallic tubing a, Steel Conduit. A3. Copper Tubing - Mom 3/4 in. (19 mm) diem (or smaller) Type L (or heaver) copper tubing. A4 ' Copper Pipe - Mom 314 in. (19 mm) diem (or smaller) Regular (or Heavier) copper pipe, All pipes, conduits or spring larger than ROM 1/2 In. (13 mm) diem shall be provided with pipe Covering (Item 2D), B. Nonmetallic Pipes - A max of one nonmetallic pipe or conduit may be used. A min 1/4 in. (5 mum) space shall be maintained between unfinsulated metallic pipes and nonmetallic pipes or conduits. The following Types and Sizes of nonmetallic pipes or conduits may be used: Bl. Polyvinyl chloride (PVC) Pipe - Mom 1-1/4 in- (32 man) diem (or smaller) Schedule 40 solid Care PVC pipe for use in rlos,ed (Process or -supply) or Vented (drain, waste or vent) piping system- B2. Chlorinated Polyvinyl Chloride [CPVC) Pipe - Nam 1-1/4 in, (32 all diem (or smaller) SDR13.5 CPVC pipe for use in closed (process at - supply) plialma systems. B3. Rigid Itticurnmetallic Condti - Mom 1-1/4 in. (32 mm) diem (or Smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA No. 70). C i Cables - Max 7/C No. 12 AWG multiconductor power and control cables; XLPE or PVC insulation with XLPE or PVC jacket, D. Pipe Covering - The Following types and sizes of pipe coverings may be used with the metallic pipes: D1. Tube Insulation - Plastics+ - Mom 1/2 In. (13 man) thick acrylorrith le butaclene�/Fclyvinyl chloride (AB/PVC) flexible foam furnished in the form of tubing- , See Plasiticai (QMFZ2) category in the Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material meeting the above specifications and having a UL 94 Flammability Clat-pleri of 94-5VA may be used. D2. Pipe Coverng�- - Mom 1/2 in. (13 mm) thick hollow cylindrical heavy density (min 3.55 pcf or 56 kg/ni glass Fiber units jacketed on the outside with an all Service jacket. Longitudinal joints seated with metal fasteners or factory -applied Self-sealing lap tape. Transverse joints Secured with metal fasteners or with but tape Supplied with the product. See Pipe and Equipment Covering - Malterfalis (BRGU) Category in the Building Materials Directory for names of Manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Markin g with a Flame Spread Index of 25 or less and a Smoke Developed InceK Of 50 Or less may be used. 3. Firestop System - The details of the floestop system shall be as follows: A. Fill, Vold or Cavity Materials- - Wrap Strip - Nam 1/4 In. (5 mm) thick Inturnescent material supplied In Z In. (51 MM) Wide Strips. One Wrap strip tightly wrapped around perimeter of penetrants (foil side exposed) and held In position using two steel wire ties. Wrap strip recessed Indo opening such that 3/4 to I In. (19 to 51 mm) extends below the bottom surface of the gypsum board ceiling or top plate when optional chase wall is used, EM COMPANY - FS-195+ B. Fill, Void or Cavity Materiatistv - Caulk, Sealant or Putty - Min 3/4 in. (19 rare) thickness ofCaulk or putty applied to completely fill annular -Space inside of wrap strip and between penetrants, flush with the. bottom surface of craling and extending downward. Min 5/13 in. (I 6 rom), thickness; of caulk or putty applied within annular space between wrap strip and periphery of opening flush with bortarn surface of rating or top plate. Min 112 in. (13 MIT) crown of caull, or putty applied around the perimeter of the wrap strip at is Interface with the gypsum wallboard ceiling or top plate. Min 3/4 in. (19 man) thicirri of caulk or putty applied to completely fill annular space, flusbi 'With top surface of floor. 3M COMPANY - CP 25WR+ caulk, MP+ putty, IC 15VVB Caulk or FB-3000 WIF sealant. (Note: CP 25WB+ .at Suitable far use with CP1VC pipes-) FFIBearing the I Classification Mark -Bearing the UL Listing Mark Last Updated on 2005-05-19 System No. F-C-8013 May 19, 2005 F Rating - I fin T Rating - I Hr : , f� 3 W, " . \� ;' � _1 : � . L--->A SECTION A -A 1 . ..... 1.__.._____ 1. Recur-relling Assembly - The 2 hr firs -razed solid or trussed lumberjoist floor -ceiling aerxembly shall be Constructed of the ri ... IS and in the arearer ,lo-Ifired in the individual L500 Series Floor -Ceiling Designs in the UL Fire Resistance Directory, as summarized below: A. Flooring System - Lumber or plywood subignor with finish floor of lumber, olywood or Floor Topping Miractimm- as rfoccified in tee individual Floor -Ceiling Design. Max diem of floor opening is 4-11/2 in. (114 meh). 3. Joists - Nam 10 in. (254 ni deep (or cleaper) lumber, steel or combination lumber and Steel joists, trusses or Structural Wood Mombers* with bridging as required and With ends finstopped C. Gypsum Board* - Mom 4 ft (122 cm) wide by 5/8 Jr. (16 man) thick as spedfled In the individual Floor -Ceiling Design. Gypsum board nailed to mod joists. Max diem of ceiling opening is 4-1/2 in. (114 m,). 1.1 Chase Wall - footional, not Shown) - the through penetrants (Item 2) may be routed through a 1 Fir fire-pated single, double or staggered wood stud/gypsum board chase wall constructed of the material and in the manner specified in the Individual U300 Serill w-11 -A P-11- F` 1,, - I I, e el. -I.- F—e- ,,, 11 F-I.- 1- 1,11-t- construct- hcal.c A. Stu45 - Mom 2 by ro ti. (51 by 152 mm) or double numn 2 by 4 in, (51 by 102 man) lumber Studs. & Sole Plan - Nam 2 by 6 in. (51 bv� 152 mm) or parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted, C, Top Plate - The double top plate shall consist of two From 2. by 6 in. (51 by 152 mm) or two sets of parallel 2 by 4 in. (51 by 102 art lumber platJ tightly butted. Max diem of opening is 4- 1/2 iri (III ri D. Gypsum Board* - Thickness, type, number of layer. and fasteners shall be as specified in individual Wall and Partition Design, 2. Through Penetrants - Pipes, conduits, tubing or Cables to be bundled within the opening such that the aggregate cricass-sectional area Of penetrants in opening to be min 42 percent to max 54 percent of the cross -sectional area of the posting in floor-celling. A min 1/4 in, IF Farm) annular space shall be maintained around uninsulated metallic pipes The space between penetrants and periphery of opening shall be min 1/4 in. (6 mri Penetrants to be rigidly supported on both Sides Of JIDGF OF vial] assembly- I he following types and sizes of penetrants may be used: A. Metallic Pipes - The Following types and sizes of metallic pipes, Conduits or but'ing may be us rl� I At Steel Pipe - Nam 3/4 in, (39 mm) diem (or smaller) Schedule 5 (or hazi Steel pipe. A2. Conduit - Mom 3/4 In. (19 Turn) diem (or smaller) electrical metallic tubing or steel conduit A3. Copper Tubing - Mom 3I4 In. (19 mm) diem (or smaller) Type L or heartier) copper tubing. All Pipes, conduits or tubing larger than hum 112 in. (13 mm) diant shall be provided with pipe covering (Item 3). B, Nonmetallic Pipes - A max of one nonmetallic pipe or conduit may Lie used. A min 114 in. (6 mm) space must be maintained between uninsulated metallic pipes and nonmetallic pipes or cancluits. The following types and sizes of nonmetallic pipes or conduits may be used: BI. Polyvinyl Chloride (PVC) Pipe - Mom 1-11/4 in. (32 nom) diem (or smaller) Schedule 40 solid care PVC pipe Fur use in closed (process or Supply) or vented (drain, waste, or vent) piping system. B2. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Mom 1-14 iri (32 mm) diem (or Smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping Systems. B3. Rigid Nonmetallic Conduit++ - Mom 1-1/4 in. (32 mm) diem (or smaller) Schedule 40 PVC conduit installed In acco. dance with Article 347 of the National Electrical Code (NFPA No. 70). C. Cables - Max 7/C No. 12 AWG multicorductor power and control calplas� XLPE or PVC insulation with XLPE or PVC jacket. D. Pipe Covering - The following types and sc,es of pipe coverings may be used with the metallic Fulikes: DI, Tube Insulation - Phistim-f - Mom 1/2 in. (13 mad, thick acrylanitole butadianejpolyvinyl cilonde (AB/PVC) flexible foam furnished in the to- of tubing. See. Plastics+ (QMFZ2) category in the. Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used. D2, Pipe Covering* - Mom 1/2 in. (13 mm) thick hollow cylindrical heavy density (min 3.5 pcf or 56 kg/m3 ) glass fiber units jacketed on the outside with a in all Service jacket Longitudinal joints Sealed with metal fasteners or factory -applied self sealing lap rame- Transverse joints secured witt metal Fasteners or With buIrt tape supplied with the product - See Pipe and Equipment Covering - Materials (BRGU) Category in " Building Materials Directory for nerves of manufacturers. Any pipe covering material meeth g the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of q0 or less may be used. 3- Firestop System - The di of the firestop system shall be as follows: A. Firestop Device* - Firtstop device consisting of a steel collar lined with inturnescrismit material and provided with steel clips for attachment to underside of ceiling or top plate when optional chase wall is used in accordance with accompanying installation instructions. The following Frestop 1--c- __ - - , - � ---- -F -1 - ___ _____ -- Me. opening Size, In.(mm) Firestop Device 3-1/2(89 ) PPD 3 4-1/2 (114 ) PPID 4 3M COMPANY B. Fill, Void a, Cavity Materials- - Caulk, Sealant a, Putty - film 5/8 in. (16 M.) thickness of Cook a, putty applied Within annular space between penetrants and Periphery of opening flush with bottom surface of calling or top plate. Additionally, when PPD 3 firestop device is used, min 1 in, (25 Turn) thickness of caulk or putty applied to completely rill annular space inside ciffirestop device and between penetrants, flush with the bottom Surface of ceiling or top plate and extending downward. When PPD 4 fim5top device is used, min 2 in. (51 mm) thickness of caulk or putty applied to completely fill annular space inside of firestop device and between penetrants, flush with the bottom surface OF ceiling or top plate and extending downward. Min 3/4 in. (19 mm) thickness of Caulk or putty applied ',a completely fill annular space, flush with top surface of floor. 3M COMPANY - CP 25WB+caulk, MP+putty, IC 15WB caulk, FinsDam 150+caulk or FB-3000 WT Sealant. (Note: CP 25WB+ ,.at suitable for .so With CP1JC pipes.) -Bearing the UL Classification Mark Last Updated on 2005-05-19 System No. W-L-2002 May 23, 2005 F Ratings - 1, 1-1/2 and � fir (See Item 3) I Ratings - 3/4, 1, 1-1/2 and 2 Hir (Be. Item 3) L Rating At Ambient - 7 CFM/Sq ft (See Item 3C) L Rating At 400 F - I CFM/sq IN, (See Item 3C) rA __ - ' - � (�A) 0�0 I L).-A - Ta S k 1. Wall Assembly - The 1 or 2 fir fire -rated gypsum board/stud wall assembly shall he constructed of the materials and in the manner described in the individual U300, L1400 or V400 Scrlc� Wall and Partition Design in this UL Fire Resistance Directory and shall include the following Construction features: A. Studs - Wall Framing may consist of either wood Studs or steel Channel studs. Wood Studs to consist of ROM 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) CC. Steel studs to he min 3-5/8 In, (92 mm) wide by 1-3/8 In- (35 mm) deep channels spaced max 24 In. (610 mm) OC. B. Gypsum Board* - 5/8 in. (16 rem) thick, 4 ft (122 cor) wide with square or taper - ed edges. The gypsu no board type, thickness, number of layers, fastener type and Sheet orientation shall be as Specified I" this Individual U300, U400 or V400 Series Design in the LIL Fire Resistance Dimrtti Ma. diem is f opening is 7 in. (178 man). 2. Nonmetallic Pipe or Conduit - One nonmetallic pipe or conduit Is centered Within the firestop system. Pipe or conduit to be Installed near center of stud Cavity width and to be rigidly supported on both sides of wall. The Following types and sizes of nonmetallic pipes or Conduit may be used: A. Nam 6 In. (I 52 mon) diem (or smaller) Schedule 40 saild-care polyvinyl Chloride (PVC) pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. 13. Mom 4 In. (102 mm) darr (or smaller) Schedule 40 Cellular core polyvinyl chloride (PVC) pipe for use in closed (process or supp!y) or vented (drain, waste or verit) piping systems. C. Mom 4 in. (102 mm) diem (or Smaller) Schedule 40 sold-com acrylonitrile-butadiene-styrene (ABS) pipe for use in dosed (pure- or supply) or vented (drain, waste or vent) piping systems. D. Mom 4 in. (102 man) diem (or smaller) Schedule 40 fire retardant polypropylene (FRPP) pipe for use in closed (procesrs, or supply) or vented (drain, waste or vent) piping systems. E_ Mom 4 In, (1 02 mm) diem (or smaller) Rigid Nonmetallic Conduit formed of PVC_ F. Nam 1 in, (25 mm) diem (smaller) Electrical Nonmetallic Tubing formed of PVC. G_ Mom 6 In. (152 mm) diem (or smaller) SDR13.5 Chlorinated polyvinyl chloride (CPVC) pipe for use in Closed (process a, Supply) piping SyStents. See Rigid Nonmetallic Conduit (DZKT) and Electrical Nonmetallic Tubing (FKHU) categories in UL Electrical Construction Materials Directory for names of manufacture- 3. Ffirestop System - Installed symmetrically on both sides of wall assembly. The hourly F and T Ratings for the firestop S ystern are dependent upon the type and size of nonmetallic pipe or conduit, the piping system type (closed systems such as process or supply piping or vented systems such as drain. waste or vent piping) and the hourly fire rating of the wall assembly In which it is Installed, as shown In the followinq table. Pipe or Conduit Type No- Pipe Die. In. (MM) Annular piping Space System In. (mm) (a) Wall Fine Rating Hr F Rating Hit I Rating Hir FRPP 1/2 to 2(13 to 51) 0-3/1I V 2 1-1/2 - 1-1,'2 FRPP, PB 1/2 Fur 2(13 to 51) [1-3,`16(0-5) C 2 2 2 I ABS _ 1/2 to 4(13 to 102) 0-3116(0-5) CV I I 1 314 1 ABS 1/2 to 4I to 102) 0-3116(0-5) C'V 2 - 1-1/2 __ 1-1/2 — PVC 112 to 4(13 to 102) 0-3/16(0-5) C'v I I -_ I PVC 1/2 to 4(13 to 102) 0-3/16(0-5) C'V 2 2 2 FRPP+ 1 2-1/2 to 4(64 to 102) 1 0-3,11I CIV ' — 2 1-1/2 I 1-1,12 PVC+ 1 5, 6(127 to 152) 1 0-311I --- 1 ty " A 1-1/2 77—, +Pips covering material wrap required on pipe on both sides of wall. (a)C = closed systems, V = vented systems. The details of the firestop system shall be as follows - A. Fill, Void or Cavity Matenals� - Wrap Strip - Mom 1/4 irl� (6 mm) thick inturnescent - ,lastromeet, material faced on one side with aluminum foil, supplied In 2 In- (51 mum) wide strips. Nam 2 in. I51 mm) wide strips tightly wrapped around nonmetallic pipe or Conduit (foil side exposed) with the edges butted against the surface of tire wall. Sufficerilt layers of wrap sirip shall be installed to lap a min of 3/16 in. (5 Mum) on the wall surface around the entire perimeter ofthe circular through opening. For norn 1/2 In. (13 mm) to norn 2 in. (51 Com) diem pipes or conduit-, a arin of .no layer of wrap strip Is required. For Form 2-1/2 in. (64 mm) and nom 3 in. (76 For FBI diem pipes, a min of two layers of wrap strip is required. For nom 3-1/2 in. (89 mm) and ROM 4 in. (102 Firm) diem pipes, a min of three layers of wrap strip is required. For Rom 5 and 6 in. (127 and 152 mm) diem, two tiers (4 in. i mm)overall length) of three layers of wrap strip is required, with adjoining wrap strip layeredges between deep tightly butJ Each layer of wrap strip to be installed with butted seam, with butted seams in successive layers staggered. Wrap strip layers temporarily held In position using aluminum foil tape, steel wire tie or equivalent. 3M COMPANY - Type FS-195+ B. Steel Cal ar - Mom 2 or 4 in- C51 or 102 men) deep collar with 1-1/4 in- (37 mm) wide by 2 IF. fir (51 man) long anchor Jobs and min 3/4 in. (19 mari long tabs to retain wrap Slain layers. Cells of precut 0.016 in. (0.41 mm) thick (No. 30 28 gauge) gaN sheet steel avaliable from wrap Strip manufacturer. As an alternate, collar may be field-fialaticateol from min 0.016 Jr.. (0.41 mm) thick (No. 30 28 gauge) gaiv sheet steel in accordance with instruction sheet supplied by wrap strip manufacturer. Steel collar, with anchor tabs bent outward 90 deg, wrapped tightly around wrap Strip layers with min 1 In- (25 mm) overlap at the seam. With Steel collar anchor tatu, pressed tightly against wall surface, comp— collar around wrap strip layers using a min 1/2 in. (13 Farm, wide by 0.028 in. (0.71 mm) thick Stainless steel band clamp with worm drive tightening Mechanism at the collar midheight. As an alternate to the stainless steel band clamp, the steel collar may be compressed around ROM 4 in. diem (or smaller nonmetallic pipes using two min 16 SWG (0,0625 in. (0.016 in an ) diem) steel mes secured with multiple twists. As an alternate to the band clamps or steel wi-, collar, may be secured by a means No. 10 by JJ in. (13 mm) long sheet metal screws Installed In the vertical axis at the center OF the I In. (25 mm) overlap along the perimeter joint of the collar. A min of three screws is required. Secure collar to wall surface with 3/16 in. (5 men) diem steel torge bolts In conjunction with i 1-1/2 In. (38 mm) Claim Steel washers. Three bolts, symmetrically located, required for 2 In. (51 mm) deep steel collar for nom 1/2 in. (13 mm) to ROM 3 in. C/6 mm) diem pipes. Four bolts, symmetrically located, required for 2 in. (51 in " ) deep steel Collar for nom 3-1/2 and 4 in. (89 and 102 mm) diem pipes, Five to Seven bolts (every other anchor tab) required for 4 in. (102 mm) deep steel Collar for norn 5 and 6 in. (127 and 152 mm) diem pipes. As a Final step, bend retainer tabs 90 deg toward pipe to lock wrap strip layers in position. C� Fill, Void or Cavity Materbals* - Caulk, Sealant or Putty - Generous head of Caulk applied to outer perimeter of wrap strip at interface with wall surface and to perimeter of pipe or coidult at its egress from the wrap strip layers. JIM COMPANY - CP 25WB+ caulk and MP+ Stix putty, fC 1J caulk, FreDurn 150 I Caulk, a, FB- 3000 WT sealant (Note: L Ratings apply only when CP 25WB+ Caulk or FB-3000 iiii sealant is used. CP 25WB+ not suitable for use with CPVC pipes.) D� Pipe Covering* - (Not Shown) - Nam I in. (25 mor) thick hollow cylindrical heavy density (min 3.5 per or 56 kgJ glass fiber units jacketed on the outside with or. all Service jacket. When required (see table), min 6 In- (152 mm) length OF pipe covering Installed around PVC pipe at its egress from steel collar on both sides of wall. Pipe Covering secured to pipe with steel Wire ties spaced max 4 in. (102 mm) OC, Edge OF pipe covering abutting steel collar to be sealed with a min 1/4 in (6 nam). diem bead of Caulk (Item C). See Pipe and Equipment Covering - Materials (BRGU) category in Building Materials Directory for names of manufactureirs. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. E. Firestop Device* - (Not shown) - As an alternate to Items A, B and C for Upon 1-1/2, 2, 3 or 4 in. (38, 51, 76 or 102 mm) diem nonmetallic ppes, a frescos device consisting of a sheet -steel split collar lined with inturrescent material and provided with Steel dips for- attachment may be used. Firestop device to be installed on both sides of wall in accordance with the accompanying Installation Instructions. 3M COMPANY - Types PPID 150, PPD 200, PPD 300, PPD 400 FSearing the UL CaSsMcabon Mark Last Updated on 2005-05-23 System No. F-C-2387 March 20, 2009 F Rating - I Hr T Rating - 0 fir L Fluor Assembly - The I Fir fire rated wood I Or Combination .Cold and SL-i tms� Fa-Ceillrig assembly Shal�clbe constructed at the materals'and in the manner described in the individual L500 Series Design in tire UL Fire Resistant: Directory, as summarized below; A- Flooring System - Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mix lure* � specified in the individual Foar-Ceribing Design. Diem of opening shall be I/2 in, to I In. (13 to 25 mr) larger than the outside diem of nonmetallic pipe (Items 3 and 4). B.Joisiz; - Mom 10 in. (254 Mum) deep (or deeper) lumber, steel or combination lumber and steel joists, trul- or Structural Wood Members4 with bridging a, required and end-, flmstapped. C. Gyps" m Board* - Mom 4 ft �1.2 ni wide by 5/8 in. (16 Farm) thick, attached as described in the individual Hoor-Ceiling Design- 2. Chase Wall - The through penetrant (Item No. 3) shall be muted through a single, double or staggered mod studs/gypsum board chase wall and shall include the following comst�ction features: A. Studs - Mom 2 by 4 In- (51 by 102 reart or 2 by 6 In. (51 by 152 art lumber studs. B. Sole Plate - Mom 2 by 4 in. (51 by ID2 mm) or 2 by 5 in. (51 by 152 mm) lumber plates. Diem of opening or length of ratch-out in solQ plate to be 1/2 in. to I in, (13 to 25 mm) larger than outside diem of pipe. C, Top Plate - The single or double top plate shall consist of one or two Form 2 by 4 in. (51 by 102 mm) or 2 by 6 In. (51 by 152 mm) lumber plates, Diem of opening or length of notch -out In top plate to be 1/2 in. to 1 in. (13 to 25 mm) larger than outside diem of pipe. D. Gypsum Board - Min 1,12 in. thick rated or nonrated gypsum board. 3. Thm-gh Penetrant - One nonmetallic pipe ' ,a be Installed within the firestop system. Pipe to be rigidly supported on both Sides of f1car-Callog asscrobly, The annular space between pipe and periphery ol- opening shall be min 0 in. (point contact) to max 1/2 In. (O to max 13 mm). The following types and sizes of nonmetallic pipes may be used; A. Polyvinyl Chloride (PVC) Pipe - Mom 3 in, (76 mm) diam (or smaller) Schedule 40 solid core PVC pipe far ts- I, rinsed (pr.,,.,s cur supply) or vented (dmin, West, a, vent) piping ,y,fetr. B. Cellular Core Polyvinyl Chloride (cCPVC) Pipe - Mom 3 In. (76 mm) diem (or smaller) Schedule 40 Cellular core PVC pipe for use in closed (process or supply) o, vented (drain, waste at vent) piping system. C, Acrytonitrile Butedfiene Styrene (ADS) Pipe - Mom 3 in. (76 mm) diem for smaller) Schedule 411 solid core ABS pipe ,For use in closed (prot- or supply) or vented (drain, .act, .' vent) piping System. D. Cellular Care Acrylanitrile Butarliene Styrene (crABS) Pipe - Mum 3 in. (76 From) diem (OFF smaller) Schedule 40 Cellular core ASS pipe for use in closed (process or supply) or vented (drain, Waste or vent) piping System. E. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Mom 3 In. (76 rare) diem (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping systems. 4. Brainch Piping - (Optional) - One nonmetallic pints to be connected to through penetrant (Item 3) and Installed .lHil, opening in sulafloor. The annular space between pipe and periphery of opening Shall be min 0 mi (point contact) to max 112 In. (19 mm). The following types and Sizes, of ronerat.1ij, pipes may he Fisum: A. Polyvinyl Chloride (PVC) Pipe - Mom 3 in. (ifi, man) diem (or smaller) Schedule 4D solid core PVC pipe for use in closed process or supply) or vented �drain, waste or vent) piping System. B. Cellular Core Polyvinyl Chloride (ccPVC) Pipe - Mom 3 In- (76 mm) diem (or Smaller) Schedule 40 cellular core PVC pipe for use in dosed (process or supply) or vented (drain, waste or vent) piping systerr, C. Acrylonitrilm Butadiene Styrene CASS) Pipe - Mom 3 in� (76 rare) diem (or smaller) Schedule 40 solid core ABS pipe for use in closed (process at supply) or vented (drain, waste or vent) piping systems. D. Cellular Care Acriffinaltrile Butadiene Styrene (ccASS) Pipe - Nam 3 IF, (76 mm) diem (or smaller) Schedule 40 Cellular Core ABS pipe for use In closed (process or supply) or vented (drain, waste or vent) piping system. 5 F" III, Void or Cavity Material.- - Caulk or Sealant - Min 314 In. (I 9 Turn) thickness of caulk applied within annular space arcurid perimeter of through penetrant (Item 3), Push with top surface of floor or Sole plate and flush with bottom surface of Folac, top plate. Min 3/4 in. (1q mi thii of caulk applied within annular space around perimeter of brandi piping (Item 4), flush With top surtace of floor, Min 1/2 in. (13 mm) diem bead applied at the pipelfloor interface. JIM COMPANY 3M FIRE PROTECTION PRODUCTS - CP 25WB , caulk, IC i5WB+ caulk or FB-3000 Virr Sealant "Bearing the UL Classification Mark Last Updated on 2009-03-20 Design Mo. U356 April 17, 2009 (Exposed to Fire on Interior Face Only) Bearing Wall Rating - I Hr Finish Rating - 23 Min or 25 Min [SeeTtem 2C) Load Restricted for Canadian Applications - See Guide BXUV7 '�g) � 06, \ I - I - . I �- ... - -.1 - - I � ..... __ - ______ - __ ___ I I . . ';�' � ; � I n' .1 Ao Y\ � A '/ - \"'v " 11 / , � I .1. I — - - � ? ' � ' i WIRE SIDE "�D � , d4 ' HORIZONTAL SECTION 1. Wood Studs - Mom 2 by 4 In- spaced 16 In. OC with Me 2 by 4 In. top and one 2 by 4 In. bottom plates. Studs laterally - braced by mod structural panel sheathing (Item 5) . When Mineral and Fiber Boards* (Item 5A) are considered as braning for the studs, the load is restricted to 76% of allowable axial lead. Wells effectively fire stopped at top and bottom of wall, 2- Gypsum Boardi' - Any Classified 5/8 in. thick, 4 ft wide, applied vertically and nailed be studs and bearing plates 7 In. OC with 6d —ent-coarted nails, 1-7,18 in. Jong with 114 in, diem head. When Item 7, Steel Framing Membem*, is used, gypsum panels attached to furring channels with 1 in. long Type 5 bugle - head steel screws spaced 12 In- OC. When Item 7A, Steel Framing Memberili 1, used, two layers of gypsum panels attached to furring channels. Be- layer attached to furring channels with I in. long Type S bugle -head steel screws spaced 12 in, OC. Face layer attached to furring channels With 1-5/8 in. long Type 5 bugle -head steel screws spaced 12 ir, OC. All joints In face layers staggered with joints in be. layers . See Gypsum Board JCKNX) Category for names of Classified Companies. 2A. Gypsum Board* - (AS an alternate to Item 2, not shown) - Any 5Y8 in. thick 4 ft wide gypsum panels supplied by the Classified Companies listed below shown Gypsum Boi (CKNX) categaT V. Applied vertically and attached to studs and bearing plates with 1-1/4 In. long Type W coarse thread gypsum panel Steel screws Spaced a max 8 in. OC, with last screw 1 in. from edge of board. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USG MEXICO S A DE C V 2B. Gypsum Boari - (As an alternate to Item 2, not shown) - 518 in. thick 4 Fit wide gypsum panels applied vertically and attached to studs and bearing plates with 1-1/4 In. long Type W coarse thread gypsum panel steel Screws spaced a max B In. OC, with last screw I In. morn edge of beard. AMERICAN GYPSUM CO - Tyme� AGX-1, AG-C CERTAINTEED GYPSUM INC - PmR.0 Type C Or Frappe Type X CERTAINTEED GYPSUM CANADA INC - Proton Type C ., Prti Type X I PASCO BUILDING PRODUCTS I L C, IDEA PASCO GYPSUM - Type PG-11 TEMPLE-INLAr4D FOREST PRODUCTS CORP - Types X, Veneer Plaster B.Se-Type X, Water Rtited-Typo X, Sheathing Type- X, SdITL-Typre X, Type X C.mf.,tC.a,d Sound Deadening Gypsum Board. 2C. Gypsum Blasi - (As an alternate to Item 2, not shown) - For Use with Item SA only - 5/8 in. thick 4 ft Wide gypsum panels applied horizontally .ad attached to Studs and bearing plates with 1-1/4 in. long Type W coaree thread gypsum panel steel screws spaced amax 8 lri� OC, with last screws 1 Ruend 4 in. from edges of board. Finish Rating is 25 min. PASCO BUILDING PRODUCTS L L C, DRA PABCO GYPSUM - Type PG-11 TEMP1.2-INLAND FOREST PRODUCTS CORP - Type X, Veneer Plaster Base -Type X, Water Rated -Type X, Sheathing Type- X'Scf`J ype X 3. Joints and Mailherld. - (Not Shown) - Wallboard joints Covered .ith tape and joint compound. Nail heads covered with joint Compound. 4, Batts and Blandkets* - Mineral fiber or glass fiber insulation, 3-1/2 in. thick, pressure fit to Fill wall cavities between studs and plates. Mineral fiber insulation to be unfaced and to have a min density of 3 pcf. Case fiber insulation to be faced with aluminum .Fail or Calt paper and to have a min density of 0.9 put (min R-13 thermal insulation rating). See Batts and Blankets (FKNV) Category in the Building Materials Directory and Batts and Blankets (BZJZ) Category In the Fire Resistance Directory for names of Claselled Companies. 4A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 4) - Spray applied cellulose material. The fiber Is applied with water to completely fill the enclosed Cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 W/O. Alternate unification method: The fiber is applied With U.S. Greenfiber LLC Type ADIGO hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to Completely fill the enclosed Cavity in atecurcence with the applicatfun Instructions Supplied with the product. Nominal dry density OF 2.5 IIVBJ U S GREENIFIBER L L C - Cocci Stabilized or Cocoon-FRM (Fire Rated Material) 40, Fiber, Sprayed* - As an alternate to Item 4 and 4A - Spray applied cellulose material, The fiber Is applied with water to Completely fill the enclosed cavity In accordance with the application instructions supplied with the product. Nominal dry density of 4.58 b/ft'. NU -WOOL CO INC - Cellulose Insulation S. Wood Structural Panel Sheathing - Min 7116 In, thick, 4 ft wide wood structural panels, min grade "C-D" or �Shealrhlng" . Installed with long dimension of sheet (strength axis) or face grain of plywood parallel with or perpendicular to studs. Vertical joints centered on studs. Horizontal Joints backed with rom 2 by 4 in. wood blocking. Attached to Studs on exterior side of wall with 6d cement coated box nails spaced 6 in. OC at perimeter of panels and 12 1p� OC along Interior studs. 5A. Mineral and Fiber Boards* - As an alternate to Item 5 - Min 1/2 in. thick, 4 Ft wide sheathing, Installed vertically to studs. Vertical joints centered on studs. Horizontal joints backed with rom 2 by 4 In. wood blocking. Attached to Studs on exterim side of wall with 1-1/2 in. long galvanized roofing nails spaced 6 in. OC at perimeter of panels and 12 in. OC along Interior studs. As an option a weather resistive barrier may be applied met the Mineral and Fiber Boards, TEMPLE -INLAND FOREST PRODUCTS CORP - Types Flibertrace or CluctBrace 6. Exterior Facings - Installed in accordance with the manufacturers installation Instructions. One of the Following exterior Facings is to be applied over the sheathing: A. Vinyl Siding - Molded Plastic� - Contoured rigid vinyl siding having a flame spread value of 20 or ki See Molded Plastic (BTAT) Category in the Building Materials Directory for names of manufacturers. B. Particle Board Siding - Hardliners! exterior sidings Including patterned panel or lap siding. C. Wood Structural Panel or Lap Siding - APA Rated Siding, Exterior, plywood, OSB or composite panels with veneer faces and structural wood core, per PS I or APA Standard PRIP-108, including lexWeed, tough sawn, medium density overlay, brushed, grooved and lap siding. D. Cementiltious, Stucco - Portland cement or synthetic stucco systems with self -furring metal lath or adhesive base coat. Thickness from 3/8 to 3/4 In , depending on system, E. Brick Veneer - Any " on nom, 4 in- wide brick veneer. When brick veneer is used, the rating Is applicable with exposure on either face. Brick veneer Fastened with Corrugated metal wall ties attached over sheathing to mod studs with Bid nail per tie: ties spaced not Mom than each sixth cor-inst Of brick and max 32 In. OC horizontally. One in. air space provided between hick veneer and Sheathing- F. Exterior Insulation and Finish System (EIFS) - Mom 1 in. Foamed RaSI insulation bearing the UL Classification Marking, attached over sheathing and finished with coating system, or Portland cement or synthetic stucco systems, In accordance with manufacturer's instructions. See Foamed Plastic (BRYX and CCVW) categories for names of Classified companies. G. Siding - Aluminum or steel siding attached over sheathing to studs. H. FlIter-Coment Siding - Fper-�Rrsrjt exterior sidings including smooth and patterned panel or lap Siding. 7. Steial Framing Members, - (Optional, Net Sho.ri - Furring Channels and Steel Framing Members, as described below: a. Furring Channels - Formed of fto� 25 MSG galv steel. 2-3/8 in- wide by 7/8 In. deep, spaced 24 In. OC perpendicular to studs. Channels Secured to studs as described In Item It. Ends of adjoining channels am overlapped 6 in. and tied tagether with double strand of No. 18 SWG gaiv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 In. and Secured together with two self -tapping #6 framing screws, min- 7116 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as destrIbed in Item 2. 5. Steel Framing Membersi - Used to attach furring channels (Item 7a) to studs . Clips spaced 48 In. OC., and Secured to studs with No. 8 � 2-1/2 In. coarse d"all screw through the center grommet Furring channels are I. Irian fitted into clips. PAC INTERNATIONAL INC - Type RSIC-1. 7A. Steel Framing Members (Optional, Not Shanxi - Furring channels anti Steel Framing Members as described below: a. Furring Channels - Formed of No. 2S MSG galv steel, spaced 24 in. OC perpendicular to Studs. Chan Reds secured to studs as described in Item h. Ends of adjoining channels am overlapped 6 in. and tied together with double strand of No. 18 SING galv steel wire near each end of -dain. Two layers of gypsum board attached to furring channels as described in Itern 2. lb� Steel Framing Membersw - Used to attach furring channels (Item 7Aa) to interior side of studs. Cl as Spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. course drywall scre-, one through the hate at each end of the Clip, Furring channels are friction fitted into clips, KINETICS NOISE CONTROL INC - Type Isom... 8. Non-Seauring Wall Partition Intersection - (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 5 in. stud nailed together Mth two 3in. long Agil nats Spaced . max 16 in, OC. vertically and fastened to one side OF the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be Flush with the 2 by 4 in. Studs. The H partition wood Studs are to be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max . 16 in. OC. vertically. Maximum one non -beating wall partition intemection per stud cavity. Non -bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. -Bascog the UL CassificAmn Mark Design No. U305 June 15, 2009 Bearing Wall Rating - I HR. Beating Wall Rating - -A HR (See Item 61111) Finish Rating - See Items 3, 3A, 3D, tJ 3F, 3G and 3H. SYC Rating - 56 (See Item 9) Load Restricted far Canadian Applications - See Guide MV_7 _____ F'_____'____--V or-iii-iiiii-iie- @""'---,- I 1. Wood Studs - Mom 2 by 4 in. spaced 16 in. OC max, effectively firestopoed. 2. Joints and Nail -Heads - Exposed or covered with fiber tape and joint compound, except where required for specific edge Configuration, For tapered, rouncted-edge gypsum board, joints covema with joint compound or Fiber tape and joint compound. As an alternate, nom 3132 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard, Joints reinforced. Mailheads exposed or covered with joint compound. 3. Gypsum Boards - 5/8 in. thick paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels nailed 7 in. OC with i cement coated nails 1-7/8 in. long, 0.0915 in. shank diem and 15/64 In. diem heads. When used In widths other than 48 In., gypsum panels are to be Installed horizontally. For an alternate method of attachment of gypsum panels, refer to Item 6, 6A or 613, Steel Framing Membersi When Item 6, Steel framing Memberst, Is usect gypsum panels attached to furring channels with i In. long Type S bugle -head steel screws spaced 12 im OC. When Item 6A, Steel Framing Membersi is used, two layers of gypsum panels attached to furring channels, Base layer attached to furring channels with 1 in. long Type S bugle -head steel screws spaced 12 in- OC. Face layer attached to furring channel, With I-WIS in. long Type S lougle-h-d steel Screws spaced 12 in, OC. All joints in race layers staggered with joint, in base layers. One layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3. When Item 6B (314 lit rating), Steel Framing Members*, is used, one layer of gypsum panels attached to furring channels with I ip� long Type S bugle -head steel screws spaced 12 in. OC. Joints oriented vertically and staggered on opposite sides of the assembly. One. layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3. When Item 6B (I lit rating), Steel Framing Members-, is used, two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with I in. long Type S bugle -head steel screws Spaced 12 in. OC. Face :ayer attached to furring channels with 1-5/8 in. long Type S bugle -head steel screws spaced 12 in. OC. All joints in face a yet staggered with joints In base layer a minimum of 16 In. joints Oriented vertically and base layer staggered on opposite sides of the assembly. One layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3. When Item 7, resilient channels are used, SIB in. thick, 4 IT wide gypsum panels applied vertically. Screw attached Faring channels with I in. long, self -drilling, self -tapping Type 5 or S-12 steel screws spaced 8 to. OC, vertical joints located .id..y between studs. AMERICAN GYPSUM CO - Types AGX-1 (finish rating 23 min.), Type AGX-Ii (flnlsh rating 26 min) or Type AG-C BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO - Type DBX-1 (finish rating 24 min). CERTAINTEED GYPSUM INC - Type 1, Type SF3 (finish rating 20 min) or FRIPC, ProkocTyoe C or Proton Type X (finish noting 26 min), Type EGRG (finish rating 23 min) CERTAINTEED GYPSUM CANADA INC - Prei Type C, Prefflee Type X or PmRoc Type Alcuse-Resistant (finish rating 26 min) CANADIAN GYPSUM COMPANY - Type AIR (finish rating 24 min), Type C (finish rating 24 min), Type FCV (finish rating 24 min), Type IP-AR (finish rating 24 min), Type IPC-AR (finish rating 24 min), Type IP-X1 (finish rating 24 min), Type IP- X2 (Flush rating 24 min), Type SCX (finish rating 24 ri Type SHX (finish rating 24 Min), Type WRC (finish rating 24 min), Type WRX (finish rating 24 ri GEORGIA-PACIFIC GYPSUM L L C - Type 5 (finish rating 26 min), Type 6 (finish rating 23 min), Type 9 (finish rating 26 min), Type C (finish Failing 26 min), Type DGG (finish rating 20 min), Type GPF51 (finish rating 20 min), Type GPFS2 (finish rating 20 min), Type. GPF56 (finish rating 26 min), Type DS, Type DAP, Type DD (fln". rating 20 min), DA, CAPE . LAFARGE NORTH AMERICA INC - Type LGFC2 (Finish rating 20 min), Type LGFC3 (finish rating 20 min), Type LGFC6 (Finish rating 26 .I.), Type LGFC-C (firtish ,citing 20 min), Type LGFC6A (finish rating 34 min), Type LGFC2A, Type LGFC- CIA, Type LGFC-WD. NATIONAL GYPSUM CO - Type FSK (finish rating 20 min), Type FSK-G (Finish rating 20 min), Type FSW (finish rating 20 min), Type FSW-2 (finish rating 24 min), Type FSW3 (finish rating 20 min), Type FSW-5 (finish rating 22 min), Type FSW- G (finish rating 20 min), Type FSK-C (finish rating 20 min), Type FSW-C (finish rating 20 min), Type FSMR-C, Type FSW-6 (finish rating 20 min). PASCO BUILDING PRODUCTS L L C, JUSA PASCO GYPSUM - Types C, PG-2 (finish rating 20 Min), PG-3 (finish rating 20 min), Types PG-3W, PG-5W (finish rating 20 min), Type PG-4 (finish rating 20 min), Type PG-6 (finish rating 23 min), Types PG-3WS, PG-5WS (finish rating 2U min), Types PG-5, PG-9 (finish rating 26 min), PG-11 or Type PG-C. PANEL REY S A - Type PRX. SIAN GYPSUM INDUSTRY (SARABURI) CO LTD - Type EX-1 (finish rating 26 MR) TEMPLE -INLAND FOREST PRODUCTS CORP - Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, UNITED STATES GYPSUM CO - Type AR (finish rating 24 min), Type SCX (finish rating 24 min), Type C (finish rating 24 min), Type WRX (Finish refro 24 min), Type WRC (finish rating 24 min), Type [P-XI (Finish rating 24 min), Type FCV (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SHX (finish rating 24 min), Type FRX-G (finish rating 29 min), Type IP-AR (finish rating 24 min), Type UPC -AR (finish rating 24 min). USIG MEXICO S A DE C V - Type AR (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (Finish rating 24 min), Type IP-X1 (Finish rating 24 min), Type FCV (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SHX (finish rating 24 min), SCX (finish rating 24 min), Type IP-AR (finish rating 24 min), Type IPC-AR (finish rating 24 ari 3A. Gypsum BoardtiF - (As an alternate to Item 3) - 518 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically- Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last skarew 1 in. from edge of board. When used in widths of other than 48 in., gypsum boards am to be installed horizontally. AMERICAN GYPSUM CID - Types AGX-1 (Finish rating 25 min.), Type AG-C (finish rating 25 min.). CANADIAN GYPSUM COMPANY - Type AR (Finish rating 24 min), Type C (Finish rating 24 min), Type FCV (finish rating 24 min) , Type IP-AR (finish rating 24 min), Type ]PC -AR (finish rating 24 min), Type TP-X1 (finish rating 24 min), Type IP- X2 (Finish rating 24 min), Type SCX (Finish rating 24 miri Type SHX (finish noting 24 .in), Type WRC (finish rating 24 min), Type WRX (finish rating 24 min). UNIFTED STATES GYPSUM CO - Type AR (finish rating 24 min), Type SCX (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IJ (finish rating 24 min), Type FCV (finish rating 24 min), Type IPX2 (Finish rating 24 min), Type SHX (finish rating 24 min), Type FRX-G (finish rating 24 min), Type IP-AR (Finish rating 24 min), Type JJ (finish rating 24 min). USG MEXICO S A DE C V - Type AR (Finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP-X1 (finish rating 24 min), Type FCV (finish rating 24 mi if Type TIP-X2 " " (finish rating 24 min), Type SHX (finish rating 24 min), Type SCX, Type IP-AR (fRIsh rating 24 min), Type IPC-AR (finish rating 24 Min). 3B. Gypsum Board- - (As an alternate to Item 3) - Mom 3/4 in. thick, installed with 1-7/8 in. long cement coated nails as described in Item 3 or 1-3/8 in. long Type W coarse thread gypsum panel steel screws a, described in Item 3A. CANADIAN GYPSUM COMPANY - Types AR, IP-AR. UNITED STATES GYPSUM CO - Types AR, IP-AR. ING MEXICO S A BE C V - Types AR, Ili 3C, Gypsum goet - (As an alternate to Items 3, 3A and 313) - 518 in, thick, 2 Ft Wide, tongue and groove edge, applied horizontally to one side of the assembly. Installed with 1-7/8 in. long cement coated nails as described in Item 3 or 1-1/4 in. long Type W coarse thread gypsum panel steel screws as described in Item 3A, Joint covering (Item 2) not required. CANADIAN GYPSUM COMPANY - Type SHX. UNITED STATES GYPSUM CO - Type. SHX USG MEXICO S A BE C V - Type SHX. 3D. Wall and Partition Facings and Accessories* - (As an alternate to Items 3, 3A, 3B and 3C, not shown) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically to studs and bearing plates on one side of the assembly with 1-5/8 in. long Type S screws spaced 12 Jr. OC at perimeter of panels and 8 in. OC In the Field. Horizontal Joints of vertically applied panels need not he backed by studs. Panel joints covered with paper tape and two layers of joint Compound. Screwheads covered with two layers of joint compound, Batts and Blankets placed in stud covity as described in Item 5E. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed, QUIET SOLUTION INC - Type QuietRack QR-530 (finish rating 23 min). 3E. Gypsum Board* - (As an alternate to Items 3, 3A, 36, 3C, or 3D -not shown) for Direct Application to Studs Only - Mom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at parimeter and in the Field. Lead batten strips required behind vertical joints of lead backed gypsum wiailboard and optional at remaining stud locations. Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thicknesn OF 0.125 In. placed on the face of studs and attached to the stud with two I in, long Type S-12 pan head steel screws, ore at the top OF the strip and one at the bottom of the Strip - Lead discs or tabs may be used In lieu of or In addition to the lead batten strips or optional at other locations. Max 3,14 In- darm by max 0. 125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by Max 0.125 in t hick lead tabs placed on gypsum boards underneath screw locations prior to the installation of the screws. Lead batten strips to have a purity of 99.90% meeting the Federal Specification QQ-L-201f, Grade "C". RAY -BAR ENGINEERING CORP - Type R51_I3G (finish rating 24 Min). 3F. Gypsum Board* - (As an alternate to Items 3, 3A, 3B, 3C, 3D, and 3E) - 5/8 In- thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels Fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 In. OC, with last 2 Screws 1 and 4 in. from edge OF board ., nailed 7 in. OC with Ed Cement coated nails 1-7/8 in. long. 0,0915 In. shank diem and ISI64 In. diam heads. When used in widths of other than 48 in. gypsum boards are to be installed horizontally, Joints and nail heads treated as described in, Item 2. TEMPLE -INLAND FOREST PRODUCTS CORP - Greel-Glass Type X (flnfsh rating 23 min). 3G. Gypsum BoarcFF - (As an alternate to Items 3, 3A, 3B, 3C, 3D, 3E and 3F) - Sig in. glass -mat faced with square edges, applied either horizontally or vertically. Gypsum panels nailed 7 in. CC around the perimeter and in the Field with bid Cement coated nails 1-7/8 in. long, 0.0915 in. shank diem and 15/64 in. diem heads. Nails shall be placed 1 inch and 3 inch from horizontal Joints and 7 inch OC thereafter. UNITED STATES GYPSUM CO - Type Li (finish rating 22 .Jr.) 3H. Gypsum Board* - (As an alternate to Items 3 through 3G) - 5/8 in. thick paper surfaced applied vertically. Gypsum panels nailed 7 in. OC with bid cement coated nails 1-7/8 In. long, 0.0915 in. shank diem and 15164 In. diem heads. TEMPLE -INLAND FOREST PRODUCTS CORP - Type X ComfortGuard Sound Deadening Gypsum Board (finish rating 27 min). 4. Steel Comer Fasteners - (optional) - For use at wall C.M.- Channel Shaped, 2 I.. long by 1 in. high on the back side With two 1/8 I.. wid. cleats protruding into the 5/8 in. Wide channel, fabricated from 24 gauge gaiv steel. Fasteners applied only to the end or cut edge (not along tapered edges) of the gypsum board, no greater than 2 in. from corner of gyp,u an board, max spacing 16 in. OC. Nailed to adjacent stud through tab using one No. 6d Cement coated nail per fastener. Comers of wall board shall be nailed to top and bottom plate using No. 6d cement coated Falls. 5. Itafts and Blankets* - (Optional - Required when Item 6A is used ) Glass fiber or mineral wool insulation. Placed to Completely or partially fill the stud cavities. When Item GA is used, glass fiber or mineral wool insulation shall be placed to completely I the stud cavities and shall be secured hat the studs 24 In. OC with Staples, nails or screws. CERTAINTEED CORP GUARDIAN FIBERGLASS INC JOHNS MANVILLE INTERNATIONAL INC KNAUF INSULATION GMBH OWENS CORNING HT INC, DIV OF OWENS CORNING - Coming Fiberglas Corp. ROCK WOOL MANUFACTURING CO - Delta Board ROXUL ASIA SON BHIDF - Acoustical Fire Batts ROXUL INC - Acoustical Fire Batts THERMAFIBER INC - Type SAFB� 5A. Fiber, Sprayed* - (Not shown - Not for use with Item 6A ) As an alternate to Batts and Blankets (Item 5) - Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed Cavity in accordance with the application instructions Supplied with the product. Nominal dry density of 3.0 Ib/ft3. Alternate application method: The fiber is applied with U.S. Greerfibe, LLC Type AD100 hot unelt adhesive at . nominal ratio Of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity In accordance with the application instructions supplied with the product. Nominal dry density .f2.5 bift". U S GREENFIBER L L C - CocoorI2 Stabilized or Cocoon-FRM lFire Rated Material) SIB - Fiber, Sprayed* - (Not shown - Not for use with Item 6A ) As an alternate to Batts and Blankets (Item 5) and Item SA - Spray applied cellulose insulation material, The Fiber is applied with water to interior surfaces in accordance with the application instructions supplied with she product, Applied to completely Fill the enclosed cavity. Minimum dry density of 43 pounds per cubic ft. MU -WOOL CO INC - Cellulose Insulation 5C. Batts and Blankets* - Required for use with resilient channels, Item 7, 3 In. thick mineral wool natts, placed to fill interior of wall, attached to the 4 in. face of the studs with staples placed 24 in. Oi THERNAFIBER INC - Type SAFB 5D. Glas,s Fiber Insulation - (As an alternate to Item 5C) - 3 in. thick glass fiber halt& bearing the I ClasSificartion Marking as to Surface Burning and/., Fire Resistance, placed to fill the interior of the wall, attached to the 4 in. face of the studs with staples placed 24 In. OC. See Batts and Blankets (BKNV or BZ3Z) Categories for names of Classified carjpames� SE. Batts and Blankedi - (Required for use with Wall and Partition Facings and Accessories, Item 3D) - Glass fiber insulati an, nom 3-1/2 in. thick, min. density of 0.80 pet, with a flame spread of 25 or less and a Smoke developed of 50 or less, firiction-fitted to Completely fill the stud cavities. See Batts and Blankets Category (BKMV) for names of manufacturers. 6, Steel Framing Members (Optional, Not Shovnn)� - Fin Ing channels and Steel Framing Members, as described below: a. Furring Channels - Formed of No. 25 MSG gaiv steel. 2-3/8 In. wide by 716 in. deep, spaced 24 In. OC perpendicular to studs. Channels secured to studs as described In Item Is. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 In. and Secured together with two self -tapping #6 framing screws, min. 7/16 ln� long at the midpoint of the overlap, with one Screw on each Range of the channel, Gypsum board attached to furring channels as described in Item 3. b. Steel Framing Menrjbers� - Used to attach Furring channels (Item 6a) to studs. Clips spaced 48 in. OC. RSIC-I clips secured W studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. RSIC-V clips secured to studs with No. 8 x 1-1/2 In- Coarse drywall screw through the center hole. Furring chenrtels are friction fitted into clips. PAC INTERNATIONAL INC - Types Iii RSJC-V_ 6A. Steel Framing members (Optional, Not Skuavvn)� - Furring channels and Stcal Framing Members on one side of studs as described below: a. Furring Channels - Fumed of No. 25 MSG galy steel, spaced 24 in. OC perpendicular to Studs. Channels secured to studs as described in Item b. Ends of adjoining channels am overlapped 6 In. and tied together with double strand of MG. 18 SWG gaiv steel wire near each end of overlap. Batts " I and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to /,- furring channels as described in Item 3. / I b. Steel Framing Merabens* - used to aLLadi furring channels (Item 6Aa) to one side at studs / .1 only. Clips spaced 48 in. OC., and secured to studs with two Nc, B x 2-1/2 in. coarse dryyy�ll / screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. 11 I KINETICS NOISE CONTROL INC - Type Iscria.. 6B. Steel Framing Members (Optional, Not Shovari - Furring channels and Steel Framing Members as d-L bek.: a. Furring Channels - Formed of No� 25 MSG gaiv steel. 2-3/8 in, wide by 718 in. deep, spaced 24 In. OC perpendicular to studs. Channels Secured to studs as described In Item C, Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG gah, steel wire near each end of overlap, As an alternate, ends of adjoining channels may be overlapped 45 In. and secured together with two self -tapping #6 framing screws, min. 7/16 In, long at the midpoint of the overlap, with one Screw on each flange of the channel. One layer of gypsum board attached to furring channels as described in Item 3 for 3/4-hr rating. Two layers of gypsum board attached to furring channels as described In Item 3 fur 1-hr rating, h, Steel Framing Iqlendbem� - Used to attach furring channels (Item 6M) to studs. Clips Spaced 48 iii OC. Gerfe clips secured he studs with No. 8 x 1-1/2 In. coarse drywall Screw through the center hole. Furring channels are friction fitted into clips. PLITEQ INC - Type G.me Clip 7. Furring Channel - Optional - Not Shown - For use on one side of the wall - Resilient channels, 25 MSG gatv steel, spaced vertically 24 Jr. OC, Flange portion screw attached to one side of studs with 1-1/4 In- long diamond shaped point, double lead Phillips head Steel Screws. When resilient channels are used, insulation, Items SC or 50 Is required. 7A. Steel Framing Members* - Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 7) to one side of studs only. Clips attached at each intersection of the resilient channel and the wood studs iltern, 1). Resilient channels are friction fitted into clips, and then clips am secured to the wood stud with min. 1-3/4 in. long diamond shaped POIntr double lead Phillips head steel Screws through the center hole of the clip and Hie resilient channel flange. KEENE BUILDING PRODUCTS CO INC - Type RC A-trim-m B. Caulking and Sealants - (not shrim, optional) A bead of acousticad sealant applied around the partition Perimeter for Sound control. 9. SIC Rating - The STC Rating of the wall assembly is 56 when it IS Constmeted as described by Items 1 through 6, except: A. Item 2, above - Nallheads Shall be covered with joint compound. B. Item 2, above - Joints As described, shall be covered with fiber tape and joint compound. C. Item 5, above - Beat-. and Blankets* The cavities formed by the studs shall be friction fit with R-19 unfaced Fiberglass insulation hatts, measuring 6-1/4 Jr. trick and 15-1/4 in. Wide. D,, Item 6, above - Steel Framing Mernateri Type RSIC-1 clips shall be used to attach gypsum board to studs on either side of the wall assembly. E. Item B, above - Caulking and Sealants (not shown) A bead of acoustical sealant shall be applied around the partition perimeter for sound Control. F. Steel Come, Fasteners (Item 4), Fiberr Sprayed (Items 5A anti 58 ) and Steel Framing Members (Item [A), net evaluated as alternatives for obtaining SIC rating - if). Wall and Partition Facings and Accleasturfii - (Optional, Not shown) - Nominal III In. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly, Panels attached in accordance with manufacturer's recommendations. When the QR-510 panel Is installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board laver(s) is/are to be Installed as Indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in- Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board, QUIET SOLUTION INC - Type QuietRock QR-510. 11. Cementiticus Backer Uniti - (Optional ftere Not Shown - For Use On Face Of I fir Systems With All Standard Items Required) - 1/2 in., 518 In., 3/4 In. or I in. thick, min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs- Fastened to studs and rummers with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in. for wood framing members spaced a max OF 8 in, OC, When 4 ft. wide boards am used, horizontal joints need not be backed by framing. NATIONAL GYPSUM CO - Type Pern-I 12. Non-Brearling Wall Partition Ifirateirsection - (Optional) -Two nominal 2 by 4 in. studs or nominal 2 by 6 in, studs nailed together with two 3 In- long 10d nails spaced a max. 16 in. OC. vertically and Fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Intemection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened with -3 In- long 10d nails spaced a max. 16 in. OC. vertically. Maximum one non -bearing wall partition Intersection per stud cavity. Non -bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall, *Beating the UL Classification Mark Last Jupdallosel an ZG09-06-15 .1. 1 Z 1. � r� �" " -1 . '.'� 11 7-':1, "' - r"'� -1 _3 �.,"�_! " 'L " ,-- �_rl r" I �'��F, , .'- � - � I ; - -- ,- - I � I 1 � - 11 -' . I � I - I � - " , - 1, �' � ,,, , - ' ' - 1- , - , - - I I I - , , -_ "I ' - � �7. _"' r;7'__ I , --- .. 1'1-1'�i __'�"� - �' 11 ,- _� - I - ".. , , "� � :: �� - 'I'll I � I , - � " � � ", I ", � �' � --:::::: i ... � ," I , " �L - ' - t ��"�'-_"� I I , *: ", `�' -, - �'_ I " �' - - . . . . . I � - - 4�� i%i.� �;': I � "I � - , L, ,_ 1 , i , '�' , - iiiiiiiiiiii- � _�"' � - � �" , �" - � I , �r - _� i ', L "RCHITECTURE & , M � I : INTERIOR DESIGN, INC. . I . I I PLANNING I ARCHITECTURE I INTERIOR DESIGN � I i 745 orienta avenue, suite 1 1 21 i altamonte springs, fI 32701 : phone: 407.830.1400 I ! fax: 407.830.4143 ! AA0002731 � www.forumarchitecture.com ; >1 C < . V) 0) C .- � (a 6 10 11/25109 12/09/09 12/17/09 03102110 . �� 0 "t '� C-4 DO I E; ,J C:> ILLI ry :2 < < � ( 0 �_':Ifflibalvl T.SS Set ProgressSet �et lit Set A SHEET REVISION41 0 K PROJECT NO. 09-2587 F, I-- 1— wli t' — 0 0 W -,' Assembly AN t 0 . ;-, PUnnetration W 0 W-L-7032 F-C-3017 0 W-L-2088 _ i l 1' i __sal (( (13 CJ C0 2 n r d lit LO f IN C_ 0 Q% 4�--h _® Q- System No. W-L-7032 September 07, 2OC4 F hating - 1 Hr T Rating - O Hr Ms" V System No. F-C-3017 September 03, 2004 F Rating - 1 and 2 Hr (See Item No. 1) T Rating - 1 and 1-1/2 Hr (See Item No. 1) System No. W-L-2088 May 23, 2005 F Ratings - 1 and 2 Hr (See Item 1) T Ratings - O, 1 and 2 Hr (See Item 2) �A System No. F-C-2039 May 18, 2005 F Rating - i Hr T Ratings - 0 & 1 Hr (See Item 2) �f (I ( If';2 .,, i I. E�.iI$?I'�.. - �1 --->A ,. ' r 1. Ill Assembly - The 1 It Ire rated wood truss ar combination wood and steel truss Floor -Ceiling assembly shall be constructed of the materials and in the manner described in the individual L500 Series Design in the UI. Fire Resistance •---.. /_ Directory, as summarized below: A. Joists - Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel SECTIONA- Joists, trusses or Structural Wood Members* with bridging as required and ends fleastopped. R Rom.%$ -, SECTION I SECTION A,,,. B. Flooring System - Lumber or plywood subfloor with finish Roar of lumber, plywood or Floor Topping Mixture- as specified in the Individual Floor -Ceiling Design. Diameter of opening shall be �R-.i. 1. Wall Assembly - The 1 on fir Ire 20, gypsum board/stud wall assembly shall of the materials and in 5/8 in. (16 coin) larger than the outside diam of nonmetallic pipe or conduit (Item 2). - '--"'--"' ^- - es gns Inconstructed the manner specified In the Individual U300, U400 or V900 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: 1. Floor -Calling Assembly - The 1 hr fire -rated solid or trussed lumber joist floor -ceiling assembly shall be constructed C. Gypsum Board* - Nom a 4 R (122 cm) wide by 5/8 In. (16 min) thick, screw -attach ad to 1. Wall Assembly- The 1 hr fire rated sum wallboard stud wall assembly shall be construe t materials n i gyp ( y led of he and n of the materials and In the manner specified In the individual L500 Series Floor -Ceiling Designs In the UL Fire Resistance A. Studs -Wall framing may consist of either wood or steel channel studs. Wood studs m fuming channels. Diameter of opening shall be 518 in. (16 mm) larger than the outside diam of the manner specified In the individual U300 or U400 Series Wall and Partition Oesiyns in the UL Rue Resistance Directory pirectory. The 2 fir fire -rated wood t floor -ceiling bl hall be constructed of the materials and in the manner jots g assem y s specified in Design Nos. LSOS, LS LI or L536 in the UL Fire Resistance Directory. The F Rating of the firestop system is consist of mom 2 by 4 in, (51 by 102 mm) lumber spaced 16 In. (406 mm) DC. Steel studs to be nonmetallic conduit item 2 pipe oc ( ). and shalt Include the following construction features: equal to the rating of the floor -ceiling assembly. The T Rating of the firestop system Is 1 and 1-1/2 hr far i and min 3-1/2 in. (89 at wide and spaced max 24 in. (610 mm) CC. t Chase Wall - (Optional, not shown) - The through penetrants ( Item 2) may be muted through a I hr fire -rated 2 hr rated flow -ceiling assemblies, respectively. The general construction features of the floor ceiling assembly are lit si gle, double or staggered wood slud/gypsum board chase watt constructed or the materials and in the manner specified in A. Studs - Wall framingshall consist of either wood or steel studs. Wood studs to consist of nom 2 summam ed below: B, G type, number of layers and fasteners as required in the individual Gypsum Board* -Thickness, the individual U300 Series Wail and Partition Designs in the UL Fire Resistance Directory and shall include the following by 4 in, lumber spaced max 16 in. OC. Steel studs to be min 3-1./7 in. wide and spaced max 24 in. Wall and Partition Design. Diam of opening shall be 718 in. (22 min) larger than the ouside diam of construction features: OC. A. Flooring System - Lumber or plywood subfloor with finish Roar of lumber, plywood or Floor nonmetallic pipe or conduit (Item 2). Topping Mixture* as specified in the individual Floor -Ceiling Design. Max diam of opening is I-1/2 A. Studs - Nom 2 by 6 (51 by 152 mm) in. or double nom 2 by 4 in. (51 by 102 ram) lumber B. Gypsum Board* - One layer of min 5/8 in. thick wallboard as required in the individual Wall in. The hourly F Rating of the tlrestop system Is equal to the hourly Rue rating of the wall studs. and Partition Design. Max diam of opening is 7 in. assembly in which it is installed. B. Wood Joists* - For 1 hr fire -rated floor -ceiling assernim es, mom 10 in. deep (or deeper) B, Sole Plate - Nom 2 by 6 in. (SI by 152 min) or parallel 2 by 4 in. (51 by 102 min) lumber 2. Steel Vent Duct - Mom 6 in. diam (or smaller) No. 28 gauge (or heavier) gaily steel duct to be installed either lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with 2. Through Penetrants - One nonmetallic pipe or conduit to be installed either concentrically or eccentrically within the plates, tightly butted. concentrically oreccentrically within the firestop system. An annular space of min 0 In. (point contact to max 1 in. Is ) bridging as required and with ends firestapped. For 2 hr fire -rated floor -ceiling assemblies, nom 2 system. The annular space for max 32 min) diam y ( pipe or conduit shall be min 0 in. ( 0 min, point p system. Duct to be ri idl supported on bath sides of wall assembl required within the fi2sto rigidly pp y by lU in. lumber joists spaced 16 in. OC with nom L by 3 in. lumber bodging and with ends contact r spa e contact) to max 7/8 in (22 min). The annular space for pipe or conduit larger than nom 1-1/4 in. (32 min) diam shall be flrestapped. min 112 in. (13 min to max 1 in. 25 min) Pipe or conduit to be rigidly supper' ( 9 Y DPerted on both sides of wall assembly. The C. Top Plate -The double top plate shall consist of two nom 2 by 6 in. (51 by 152 min) or two following es and sizes of nonmetallic pipes or conduits may be used; types P P Y sets of parallel 2 by 4 in. (51 by 102 min) lumber plates tightly butted. Diameter of opening shall 9 p 9 3. Fill Void or CavityMaterial* -Caulk err Sealant -Min 5 B in. thickness fill Se I lies of i material applied within annulus flush with both surfaces of wall assembly. At the point contact location between duct and wallboard apmin 1 2 in. diam bead of Y C. Gypsum Board* - Nom 4 it wide by 5/8 in. thick as specified in the individual Floor -Ceiling _ e 5 8 in. 1 m la n ❑ 6 m larger than outside diam of nonmetallic pipe or conduit. / ( ) g P P e sealant shall be applied at the wallboard duct interface on both surfaces of wall assembly.Dasian. Pp / First layer oY wallboard nailed to wood joists. Second layer of wallboard (2 fir fire -rated A. Polyvinyl Chloride PVC Pipe -Nom 2 in. 51 min diam or smaller Schedule 40 solid core (PVC) P ( ) ( ) D. Gypsum Board* -- Thickness, e, number of type, layers and fasteners shall be as specified In assembly) screw -attached to furring channels. Max diam of opening is 1-1/2 in. or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) Piping system. individual Wall and Partition Design. 3M COMPANY - CP 25WB+ or FB-3000 WT 1.1 Chase Wall (Optional not shown) - The through penetrants (Item No. 2) may be routed through a fire -rated single, double or staggered wood stud/gypsum wallboard chase wall having a fire rating consistent with that of the floor -ceiling B. Polyvinyl Chloride (PVC) Pipe - Nam 3 in. (76 min) diam (or smaller) Schedule 40 solid core 2. Through Penetrants - One nonmetallic pipe, tubing or conduit to be installed concentrically or eccentrically within the *Bearing assembly. The chase wail shall be constructed of the materials and in the manner specified In the individual U300 Series PVC pipe for use in closed (process or supply) piping system. firestop system. Anriular space between pipe, tubing at conduit and edge of opening to be min 0 In. (0 min) (point contact) the UL Classification Mark Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: and max 5/8 in. (16 mm) Pipe, tubingor conduit to be rigidly supported on both sides of floor -ceiling assembly. The gi y supper g y. C. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 3 in. (76 min) dlam (or smaller) SDRil following types and sizes of nonmetallic pipes, tubing or conduit may ale used: Last Updated an 2004-09-07 A. Studs -Nam 2 by 6 in. or double nom 2 by 4 in. lumber sleds. CPVC pipe for use In closed (process or supply) piping systems. A. Polyvinyl Chloride (PVC) Pipe- Nom 1-1/2 in. (38 ram) diam (or smaller) Schedule 40 solid B. Sore Plate - Nom 2 by 6 in. or parallel 2 by 4 In. lumber plates, tightly butted- D. Rigid Nonmetallic Conduit++ - Nom 3 in. (76 min) diam (or smaller) Schedule 40 PVC core PVC pipe for use In closed (process orsopply) or vented ;drain, waste or vent) piping system. conduit installed in accordance with the National Electrical Code (NFPA No 70). C. Top Plate - The double top plate shall consist of two nom 2 by 6 in. or two sets of parallel 2 by B. Rigid Nonmetallic Conduit++ - Nom 1-1/2 in. (38 mm) diam Car smaller) Schedule 40 solid 4 In. lumber plates, tightly butted. Max diam of opening is 1-1/2 tn. E. Electrical Nonmetallic Tubing (ENT)++- Nom 1 In. (25 min) diam (or smaller) ENT formed core PVC conduit Installed In accordarca with Article 347 of the National Electrical Code (NFPA No. of PVC, Installed in accordance with the National Electrical Code (NFPA No, 70). 0). 1 D. Gypsum Bord* a - Thickness, type, number of layers and fasteners shall be as specified in C. Chlorinated polyvinyl Chloride (CPVC) Pipe - Nom 1-1/2 in. (38 mm) diam (or smaller) Individual Wall and Partition Design, See Rigid Nonmetallic Conduit (DZKT) and Electrical Nonmetallic SDR13.5 CPVC pipe for use In closed (process fir supply) piping systems. Tubing (FKHU) categories in the UL Electrical Construction Equipment 2. Cables - Max three conductor with ground No. 12 AWG (or smaller) NM cables with polyvinyl chloride insulation and Directory for names of manufacturers. D. Cellular Core Polyvinyl Chloride Pepe Nom 1-1/2 in. (38 min) diam (n, smatter) jacket materials. Min one cable to max seven cables tightly bundled to be installed eccentrically or concentrically in opening use closed r Schedule 40 cellular core PVC pipe For use in closed (process or supply} or vented (drain, waste or with annular space between the cables and the periphery of the opening of min 0 in. tpoint contact) to max 1-1/4 in. p ry p g F. Acrylardtrlle Butadleme Styrene (ABS) Pipe - Nom. 2 In. (51 min) diam (or smaller) yen L} piping system. Cables to be rigidly supported on both sides of Floor -Ceiling assembly. Schedule 40 solid core or cellular cure ASS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. E. Acrylonitrile Butai iene, Styrene (ABS) Pipe - Nom 1-112 in. (38 con) diam (or smaller) 3. Fill, Void or Cavity Materials* - Caulk, Sealant or Putty Min 3/4 in. thickness of fill material applied within the Schedule 40 solid core ABS pipe for use in dosed (process or supply) or vented (drain, waste or annulus, flush with top surface of floor or sole plate. Min 518 in. or 1-1/4 in. thickness of fill material, for I and 2 hr rated The hourly T Rating is dependent on the hourly rating of the wall assembly, the pipe or vent) piping system. assemblies, respectively, applied within the annulus, flush with bottom surface of ceiling or top plate. An additional min 1/4 conduit size and whether the pipe is intended for use as a closed or vented system, as in, crown of fill material appiled to perimeter of penetrant a[ Its egress from the top of floonna and underside of telling or shown in the following table. from tap of sole plate and underside of top plate. F. Cellular Core Acrylonttrile Butadierie Styrene (ccABS) Pipe - Nam 1-1/2 In. (38 min) clan (or smaller) Schedule 40 cellular corn ABC limn fir use in cinse4 ra.„r s„tv, „r .,e„ina 3M COMPANY - CP 25W6+ Caulk, FB-3000 WT Sealant or MPS-2+ Putty *Bearing the UL Classification Mark Last Updated on 2004-09-03 I I (drain, waste or vent) piping system G. CrossRnk Polythylene (PEX) Tube - Nom 1 in. (25 rare) diam (or smaller) SDR 9 PEX tube for use in dosed (process of supply) piping system. H. Electrical Nonmetallic (ENT) Tubing+ - Nom 1-1i4 In. (32 mm) dram (or smaller) corrugated .all electrical nonmetallic tubing constructed of polyvinyl chloride. ENT to be installed as a complete system with all all in junction boxes, outlet boxes or other approved enclosures as spedfeo in the National Electrical Code. The hourly T Rating is 1 Hr when pipes/xnduets A, B, C, G or H are used. The "uriy T Rating is D Hr when pipes D, E in, F are used. 3. Fill, Vold or Cavity Materials* - Caulk, Sealant or Putty - Min 3/4 In. (19 min) thickness of flll material applied 3. Fill, Void or Cavity Materials* - Caulk, Sealant or Putty - Min thickness of 5/B in. (16 ram) and 1-1/4 in. (32 min) within the annulus, flush with top surface. of floor or sole plate. Min SIB in. (16 min) thickness of fill material applied within of caulk or putty far L and 2 hr rated wall assemblies, respectively, applied within annulus between pipe or conduit and the annulus, flush with bottom surface of telling or top plate. An additional min 1/4 In. (6 mm) crown of nil material applied periphery of the opening, Flush with both surfaces of wall assembly. At the point contact location between pipe or conduit to perimeter of penetrant at its egress from the top of flooring and underside of ceiing or from top of sole plate and and gypsum board, a min 1/2 In. (13 ram) all bead of caulk or putty shall be applied at the pipe or conduit/ board underside of top plate. Interface on both surfaces of wall assembly. 3M COMPANY CP 25VIB I caulk, MP I Stix putty, IC 15WB I caulk, or FB-3000 WT sealant. (Note: CP 25WB I not 3M COMPANY - CP 25WB+, MP, Stix, iC 15WB+ caulk or FB-3000 WT sealant. (Note: CP 25WB+ not suitable for use suitable for use with CPVC pipes.) with CPVC pipes.) 'Bearing the UL Classification Marking ++Bearing the UL Listing Mark, ++Bearing the UL Listing Mark *Beuring the UL Classification Mark Last Updated on 2005-05-18 Last Updated on 2005-05-23 Nom pine Diam In. Wall Assembly Rating Hr Closed (a) or Vented (v) T Rating Hr 112 to 3(13 to 76) 1 c 1 1/2 to 1-1/4 (13 to 32 ) 1 v 1 112 to 1-1/4 (13 to 32) 2 c 2 112 to 1-1/4 (13 to 32) I 2 1 v 1 2 (51) 1 0 2 (57) 2 1 1 1 0 W-L-2639 = F-C-2026 = F-C-7001 System No. W-L-2539 October 20, 2008 F Ratings - 1 and 2 Hr (See Item 1) T Ratings - 1 and 2 Hr (See Item 1) SECTION A -A 1. Wall Assembly - The i or 2 hour flue -rated gypsum board/stud wall assembly shall be constructed of the materials an( in the manner specified In the individual U300 or U400 Series Wall and Partition Designs In the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wail framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mmj lumber spaced 16 in. (406 mm) DC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 min) OC. B, Gypsum Board* - 5/8 in.(16 mm) thick, 4 it (122 cm) wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified In the Individual Wall and Partition Design. Maximum diameter otopening Is 3-5/8 in, (92 ram). The hourly F and T Ratings of the fre stop system are equal to the hourly fire rating of the well assembly. 2. Nonmetallic Pipe - One non-metallic pipe to be installed either concentrically or eccentrically within the firestop system, The annular space shall be min 0 in. (point contact) to max 1-1,/4 in min). Pipe to be rigidly supported on both sides of wall assembly. The following types and sizes of non-metallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. (51 ram) diam (or smaller) Schedule 40 solid core or cellular core PVC pipe for use In dosed (process or supply) or vented (drain, waste or vent) piping systems. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in.. (51 mm) diam (or smaller) SDR 13.5 CPVC pipe for use In closed (process or supply) piping systems. C. Electrical Non -Metallic Tubing (ENT) - Nam 2 In. (51 ram) diam (or smaller) PVC tubing installed in accordance with Article 331 of the National Electrical Code (NFPA 70). D. Cross Linked Polyethylene (PEX) Tubing - Mom 1 in. (25 min) diam (or smaller) SDR 9 PEX tubing far use in closed (process or supply) piping systems. 3- Firestop System - The fleastop system shall consist of the following: A. Packing Material - (Optional, Not Shown) - For 2 hr wall assemblies, foam backer rod firmly packed into opening as a permanent form. Packing material to be recessed from each surface of the wall to accommodate the required thickness of Fill material. B. Fill Void or Cavity Materials* - Min 5/8 in. (16 min) thickness of fill material applied within the annulus on both surfaces of the wall assembly. A min 1/2 in. (13 mm) diam bead of caulk shall be applied to the pipe/gypsum board interface at the point contact location on both sides of wall. FLAME TECH INC - Firestop 814+ *Bearing the UL Classification Mark Last Updated on 2008-10-21) System No. F-C-2026 May 18, 2005 F Rating - 1 Hr T Rating - 1 Hr 1. Floor -Ceiling Assembly - The fire -rated solid or trussed lumber joist Floor -Ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor -Ceiling Designs in the UL Fire Resistance Directory and shall Include the following construction features: A. Joists - Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends Firestopped. B. Flooring System - Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified In the individual Floor -Ceiling Design. Rectangular cutout in Flooring to accommodate the bathtub drain piping (Item 2) to be max 3 by 12 In. (203 by 305 ram) C. Furring Channels - Rigid or resilient gale steel furring channels Installed perpendicular to joists. D. Gypsum Board* - Nom 4 R (122 era) wide by 5/8 in. (16 mm) thick. Gypsum board screw - attached to furring channels as specified in the individual Floor -Ceiling Design. Two pieces of gypsum beard, each min 4 n. (102 mm) longer and wider than the cutout In the flooring, screw - attached to bottom of flooring concentric with cutout. Diam of opening hole -sawed through both layers of the gypsum board patch to be 1/2 to 5/8 in. (13 to 16 mm) larger than outside diam of bathtub drain piping (Item 2). 2. Drain Piping - Nom 1-1/2 in. (38 mm) diam Schedule 40 PVC pipe and drain fittings cemented tuaether and pfovided with PVC bathtub waste/overflow, fitting. 3. Firestop System - The details of the firestop system shall be as follows: A. Fill, Void or Cavity Materials* - Wrap Strip - Nom 114 in. (6 min) thick intumescent slastomerlc material faced on one side with aluminum fall, supplled in 2 In. (51 mm) wide strips. Nom 2 in. (51 ram) wide strip tightly -wrapped around PVC drain piping (foil side exposed), secured with two steel wire ties, and slid into hole -sawed opening in gypsum board patch (Item LD). Bottom edge of wrap strip to project approx 1/2 in. (13 min) below bottom surface of gypsum board patch. 31M COMPANY - FS-195+ B. Fill, Void or Cavity Materials* - Caulk or Sealant - Nam 114 in. (6 mm) diam bead of caulk m be applied to perimeter of wrap strip at its egress from the underside of the gypsum board patch. Nom 1/4 in. (16 mm) thickness of caulk to be applied to the exposed edge of the wrap strip layer and to Fill all gaps between the wrap strip layer and the tee of the drain fitting on the top surface or the gypsum board patch. 314 COMPANY - CP 25WB+, IC 25WB+, FireDam 150+ caulk or FB-3000 WT sealant *Bearing the UL Classification Mark Last Updated on 200S-05-18 ;system No. F-C-7001 September 03, 2004 (Formerly System Mo. 169) F Rating - 1 Hr T Rating - 112 Hr 1. Floor -Ceiling Assembly - The 1 fir fire -rated wood joist floor -ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor -Ceiling Designs in the UL Fire Resistance Directory, as summarized below: A. Flooring System - Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor -Ceiling Design. Max diam of opening is 11 in. B. Wood Joists - Nom 2 by 10 in. lumber joists spaced 16 in. OC with nom 1 by 3 in. lumber bridging and with ends fim,ttopped. C. Gypsum Board* - Nom 4 ft wide by 5/8 in. thick as specified in the individual Floor -Ceiling Design. Max diam cs opening is I L in. 1.1 Chase Wall - (Optional, not shown) - The through penetrants (Item No. 2) shall be routed through a 1 hr Fire -rated single, double or staggered wood stud/gypsum wallboard chase wall constructed of the materials and in the manner specified in the individual U30U Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Nom 2 by 6 in. or double loon 2 by 4 in. lumber studs. B. Sole Plate - Nom 2 by 6 in. or parallel 2 by 4 in. lumber plates, tightly butted. C. Top Plate - The double top plate shall consist of two nom 2 by 6 in. or two sets of parallel 2 by 4 In. lumber plates, tightly butted. Max diam of opening is 5 in. D. Gypsum Board* - Thickness, type, number of layers and fasteners shall be as specified in Individual Wall and Partition Design. 2. steel Vent Duct - Nom 4 in. diam (or smaller) No. 30 gauge (or heavier) gaily steel vent duct or nom 10 in. diam (or smaller) No. 28 gauge (or Heavier) gaiv steel vent duct. Diam of openings to be max 1 in. larger than outside diam of duct. Duct to be installed approx midway between wood joists and installed either concentrically or eccentrically in opening. The annular space between the duct and the periphery of opening shall be min 0 in. (point contact) to max 1 in. Duct to be rigidly supported on both sides of floor -ceiling assembly. 3. Fill, Void or Cavity Materials* - Caulk or Sealant - Min 3/4 in. thickness of fill material applied within the annulus, flush with top surface of floor or sole plate. Min 5/8 in, thickness of rill material applied within the annulus, flush with bottom surface of ceiling or top plate. An additional min 1/4 in. crown of fill material applied to perimeter of duct at its egress from the top of Flooring and underside of ceiling or from top of sole plate and underside of top plate. 3M COMPANY - CP 25WB+ or FB-3000 WT -Bearing the UL Classification Mark Last -Updated on 2004-09-03 System No. F-C-3007 May 20, 2005 F Rating - 1 Hr T Rating - 1 Hr 1. Floor Assembly - The 1 hr fire rated wood truss or combination wood and steel truss Floor -Ceiling assembly shall be constructed of the materials and in the manner described in the individual 1-500 Series Design in the UL Fire Resistance Directory, as summarized below: A. Trusses - Min 12 in. (305 mm) deep parallel chord tmsses fabricated from mom 2 by 4 in. (51 by 102 min) lumber In conjunction with galv steel truss plates or Structural Wood Members* with bndging as required. B. Flooring - Mom 3/4 in. (19 mm) thick plywood flooring with or without Floor Topping Mixture* . Max diam of opening is 1-1/4 in. (32 min). C. Furring Channels - Rigid or resilient galy steel furring channels installed perpendicular to bottom chord of trusses. D. Gypsum Board* - Nam 4 It (1.22 m) wide by 5/8 in. (16 ram) thick, screw -attached to furring channels. Max diam of opening is 1-1/4 In. (32 min). 1.1 Chase Wall - (Optional, Not Shown - The through penetrants r ,It em ra No. 2 may be routed through a t fir fire -rated ( P ) 9 P Y 9 sin le double or staggered wood stud sum board chase wall constructed f h 9 gg /gyp a t acted o the materials and in the manner specified in the individual U30C Series Wall and Partition Designs In the UL Fire Resistance Directory and shall Include the following construction features: I A. Studs - Nom 2 by 6 in. (51 by 152 mm) or double nom 2 by 4 in. (51 by 102 mm) lumber studs. B. Sole Plate - Nom 2 by 6 is (51 by 152 mm) or parallel 2 by 4 in. (51 by 102 min) lumber plates, tightly butted. C. Top Plate - The double top plate shall consist of two nom 2 by 6 in. (51 by 152 min) or two sets of parallel 2 by 4 in. (51 by 102 ram) lumber plates, tightly butted. Max diam of opening is 1- 1/21n. (38 mom) D. Gypsum Board° - Thickness, type, number of layers and Fasteners shall be as specified in Individual Wall and Partition Design. 2. Cables - One cable to be installed eccentrically or concentrically in opening with annular space between the cable and the periphery of the opening of min 0 in. (0 ram, point contact) to max 1-1/4 in. (32 min). Cable to he rigidly supported on both sides of Floor -Ceiling assembly. The toilewino types of cables may be used. A. Max seven conductor No. 12 AWG (or smaller) power/control cables with polyvinyl chloride Insulation and jacket materals. B. Max 100 pair No. 22 AWG (or smaller) telecommunication cables with Polyvinyl chloride insulation and jacket materials. C Max four conductor with ground No. 2/0 AWG (or smaller) aluminum SFR cables with polyvinyl chloride insulation and jacket materials. 2A. Through Penetrating Product* - Max one through -penetrating product to be Installed eccentrically or concentrically in opening with annular space between the through -penetrating product and the periphery of the opening of min 0 in. (0 min, point contact) to max 1-1/4 in. (32 ram). Through -penetrating product to be rigidly supported on both sides of floor or wall assembly. The following types of through -penetrating products may be used: A. Max four copper conductors No. 2/0 AWG (or smaller) aluminum or steel Armored Cable# or Metal -Clad Cable+. AFC CABLE SYSTEMS J11C B. Two or more twisted copper conductor No. 6 AWG (or smaller) Power Limited Ciocuft Cable+ with or without a jacket under a metal armor. AFC CABLE SYSTEMS INC C. Two or more twisted copper conductor No.10 AWG (or smaller) Power Limited Fire Alarm Cabla+ with or without a jacket under a metal armor. AFC CABLE SYSTEMS INC D. Two or more twisted copper conductor No. 12 AWG (or smaller) Non Power Limited Fire Alarm Cable+ with or without a jacket under a metal armor. AFC CABLE SYSTEMS INC 3. Fill, Void or Cavity Materials* - Caulk, Sealant or Putty - Min 3/4 in. (19 min) thickness of fill material applied within the annulus. flush with tap surface of floor or sole plate. Min 5/8 in. (16 ram) thickness of fill material applied within the annulus, flush with bottom surface of ceiling or cop plate An additional min 1/4 in. (6 min) crown of fill material applied to perimeter of penetrant at Its egress fromthe top of flooring and underside of ceing or from top of sole plate and underside of top plate. 3M COMPANY - CP 25WB I caulk, MP Stix putty or FB-3000 WT sealant *Bearing the UL Classification Mark +Bearing the UL Listing Mark Last Updated on 2005-05-20 F-C-1006 System No. F-C-1006 .April 03, 2007 F Rating - 1 Hr T Ratings - O and 1 Hr (See Item 2) L Rating At Ambient - Less Than i CFM/sq It L Rating At 400 F - Less Than 1 CFM/sq ft 1. Floar-Ceiling Assembly - The 1 hr fire rated wood joist, wood truss or mmbinatina wood and steel truss Floor -Ceiling assembly shall be constructed of the materials and In the manner described In the individual 1-500-Senes Design in the UL Fire Resistance Virectory, as summarized below: A. Joists air Trusses -Nom 2 by 10 In. (51 by 254 ram) lumber joists, min 12 in. (305 ram) deep parallel chord trusses fabricated from nom 2 by 4 in. (51 by 102 ram) lumber In conjunction with gale steel truss prates or Structural Wood Members* with bridging as required. B. Flooring - Nom 3/4 in. (19 ram) thick plywood flooring with or without Floor Topping Mixture*. Diam of circular cutouts is 1/4 to 1/2 in. (6 to 13 min) larger than outside diam of the pipe. C. Furring Channels - Rigid or resilient galy steel furring channels installed perpendicular to bottom chord of trusses. D. Gypsum Board* - Nom 4 it (1.2 m) wide by 5/8 in. (16 ram) thick, screw -attached to furring channels. Olson of circular cumus Is 1/4 to 112 In. (6 to 13 mm) larger than outside diam of the pipe. 1.1 Chase Wall - (Optional, now shown) - The through penetrants (Item No. 2) may be routed through a 1 or fire -rated single, double or staggered wood stud/gypsum wallboard chase wall constructed of the materials and in the manner specified in the individual L1300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Noun 2 by 6 in. (51 by 152 mm) or double nom 2 by 4 in. (51 by 102 ram) lumber studs. 8, Sole Plate - Nom 2 by 6 in. (51 by 152 mm) or parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Diam of circular cutouts Is 1/4 to 1/2 In. (6 to 13 mm) larger than outside diam of the pipe. C. Top plate - The double top plate shall consist of two nom 2 by 6 in. (51 by 152 min) or two sets of parallel 2 by 4 In. (51. by 102 mm) lumber plates, tightly butted. Diam of circular cutouts is 1/4 to 1/2 in. (6 to 13 mm) larger than outside diam of the pipe. D. Gypsum Board* - Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design. 2. Through -Penetrant - Nom 10 in. (254 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe or cast iron pipe, nom 4 in. (102 min) diam (or smaller) steel conduit or steel EMT or nom 3 In. (76 ram) diam (or smaller) Type L (or heavier') copper tubing. Pipe to be installed approx midway between Joists or trusses and centered in circular cutouts. Annular .space between penetrant and periphery of opening shall be min 1/13 in. (3 ram) to max 114 in. (6 mm). Pipe to be rigidly supported on both sides of Floor -Ceiling assembly. T Rating is 1 hr for nom 4 in. (102 mm) diam (or smaller) penetrants. T Rating is O hr for all penetrants greater than nom 4 In. (102 mm) diam. 3. Fill, Void or Cavity Materials* - Caulk or Sealant - Min 3/4 in. (19 ram) thickness of fill material applied within the annulus, flush with :op surface of floor or sole plate. Min 5/8 In. (16 mini thickness of fill material applied within the annulus, flush with battom surface of ceiling or top plate. An additional min 1i4 in. (6 min) crown of fill material applied to perimeter of penetrant at its egress from the top of flooring and underside of ceiling or from top of sole plate and underside of top place. 3M COMPANY - CP 25 W B+ or FB-3000 `MT 'Dearing the UL Classification Mark Last VgdatecI on 2007-04-03 '"I'll STEEL VENT DUCT EACH BATH EXHAUST FAN ATED CEILING SSEMBLY FC-1 _ET A1.04) .� -. ' -'lli _ -� '-- l `. a`. Non -rated wall Non -rated wall 7001 SYSTEM (TYP.) PSUM WALLBOARD (TYP.) ATED WALL 311_ 11-pet 4" DIA. STEEL VENT DUCT 14) ono CAru QIt GvuA) IST FAN 1 1 /2`t=11-Ott _ . __ , , - - in, E M__ - i 1 3M TYPE MPP-4S OR APPROVED EQUAL MOLDABLE PUTTY PAD TO COMPLETELY COVER EXTERIOR SURFACES OF EACH NOTE: APPROVED RATED ELECTRICAL BOXES MAY BE USED IN LIEU OF NON -RATED BOXES AND PUTTY PAD. W ` FORUmmmmm d t 0 L N ARCHITECTURE & INTERIOR ESIGN, INC* c •0) PLANNING I ARCHITECTURE I INTERIOR DESIGN11) 0 745 oriental avenue, suite 1121 (, altamonte springs, fl 32701 phone: 407.830.1400 City of Zephyrhills, FL / Y Q N -1 (,:L!Co m O . t fl CD Q C SET DISTRIBUTIONS: 11/25109 Progre s Set 12/09109 60% ogress Set 12/17/09 Bid t 03/02/10 Pe it Set " 14 ■' IIIIII-YA SHEET REVISIONS: Z Q 7. 0 1 1 ill 1 t-pn i i I l Maximum Area of Exterior Wall Openings = SHEET NOTES Per Table 704.8 & Section 704.8.1 FBC 2007) A REFER TO SHEET A1.03 FOR GENERAL NOTES O 0 CD n a� U 00 CU 0 0 N ti T N C O N O d 0) �. z U Ix Architectural Site Plan Building Side or Portion Distance To % Opening % Opening Building Type of Building Property Line Allowed Provided 1 I Rear Elev. 19'-9" 75% 36% 4 111 Right Elev..._ 10, _. 10%° 6% 4 III Rear Elev. 21' 45% 30% 3 11 Ri l t Elev. 10 -6 15% 6.5% 3 11 Rear Elev. 21'-0" 45% 34% 2. 1l Right Elev. _ .... _ ...8'-1.011....._....... _ _..10% .......... _......6%................ 2 111 Rear Elev. 21' 45% 28% 1 I Right EIev. 6 -10 25 /° 19 /o GARAGE TRASH COMPACTOR II ENCLOSURE MONUMENT SIGN BY OTHERS { ) .. . . WIRE ROAD ... ...... 1 "=50'-0" NORTH B REFER TO CIVIL PLANS FOR ALL SIDEWALK LOCATIONS, HANDICAP PARKING AND ACCESSIBILITY DETAILS, AND BUILDING LOCATIONS C COORDINATE ENTRY GATE SYSTEM LOCATIONS AND REQUIREMENTS WITH SYSTEM MANUFACTURER D CONTRACTOR TO VERIFY CONDENSER PAD LOCATIONS WITH SITE CONDITIONS E FLORIDA YARDS & NEIGHBORHOOD CERTIFICATION IS REQUIRED ON ALL LANDSCAPING. LEGEND BUILDING NUMBER NCO.OF UNITS X X X BUILDING TYPE LOCATION OF UFAS UNITS HEARING IMPAIRED UNITS 9COO PLAN HAS BEEN REVISED TO RDINATE WITH CIVIL DRAWINGS. 1 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 ISTRIBUTIONS: 11125109 Progress Set .....__ _ 12(09109 60%Pra9ressSef 12— ......._..,..._...__ .................... ......._....... 03I0?J10 Permit Set .................... . 0 SHEET REVISIONS: 01125/10 " 1 " Misc. Coordination EDITED BY: PROJECT NO. 09-2587 A2.01 a- IQ a) U U) 2 IL N N O O O N N T C O Z n cm O O O rl- 00 Ln N C O 0 U 7 .O O d O LO N U) N L T a a) CD aD O cm m 2 cn -Z w I— Q d Q . p ER O J U_ Z U d POST TENSION SLAB (OPTION) 01 CONTRACTOR HAS THE OPTION OF PROVIDING A POST -TENSION SLAB SYSTEM IN LIEU OF THE MONOLITHIC SLAB SYSTEM SHOWN IN THESE DRAWINGS. IF THE CONTRACTOR CHOOSES TO TAKE THIS OPTION, THE CONTRACTOR MUST SUBMIT COMPLETE POST -TENSION DESIGN DRAWINGS WITH DETAILS, SIGNED AND SEALED BY AN ENGINEER REGISTER IN THE STATE WHERE THE PROJECT IS LOCATED, TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 02 PROVIDE ALL NECESSARY BAR SUPPORT AND TIES IN ACCORDANCE WITH THE LATEST A.C.I. DETAILING MANUAL. 03 PROVIDE 3/4" COVER TOP AND BOTTOM FOR POST -TENSION CABLE AND 3/4" COVER FOR MILD STEEL REINFORCEMENT. 04 MAXIMUM SLUMP OF CONCRETE SHALL BE 4" AND MINIMUM CONCRETE STRENGTH fc' = 4000 PSI IN SLABS AT 28 DAYS. 05 ADD HOOK LENGTHS TO BARS SHOWN THUS: L 06 POST TENSIONING TENDONS SHALL BE 7 WIRE STRAND, ASTM A416 GRADE 270. 07 CALCIUM CHLORIDE SHALL NOT BE USED IN ANY POST -TENSION SLAB OR BEAM. 08 FREE MOVEMENT OF THE BEAMS IN THE FORM MUST BE INSURED DURING PRE -STRESSING 09 REINFORCING LENGTH MAY VARY BY A MAXIMUM OF 3 INCHES TO ELIMINATE WASTE. 10 HEIGHTS OF STRANDS ARE MEASURED FROM BOTTOM OF THE SLAB TO THE CENTERLINE OF STRAND, OR CENTROID OF STRAND GROUP. 11 STRANDS MAY BE STRESSED WHEN CONCRETE ACHIEVES 75% OF THE REQUIRED 28 DAY STRENGTH. 12 THE POST -TENSION CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND STRESSING CALCULATIONS, BOTH CERTIFIED BY A PROFESSIONAL ENGINEER IN THE STATE OF THE PROJECT TO BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO CONSTRUCTION. NO PLACEMENT OF TENDONS SHALL COMMENCE WITHOUT APPROVED DRAWINGS. REVIEW OF SHOP DRAWINGS IS FOR GENERAL DETAIL AND ARRANGEMENT ONLY. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR DIMENSIONS AND FIT. THEIR APPROVAL BY THE STRUCTURAL ENGINEER AND ARCHITECT IS NOT TO BE CONSTRUED AS A WAIVER OF CONSTRUCTION CONTRACT REQUIREMENTS OR RESPONSIBILITIES, UNLESS THE CONTRACTOR HAS REQUESTED A DEVIATION IN WRITING. 13 SHOP DRAWINGS ARE TO INDICATE STRAND SPACING, PROFILE, CHAIR HEIGHTS AND SPACINGS, STRESSING FORCES AND ANTICIPATED ELONGATION. 14 POST -TENSION CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER AND ARCHITECT THREE (3) COPIES OF ELONGATIONS AND FORCES BOTH CALCULATED AND MEASURED, IMMEDIATELY AFTER WORK IS COMPLETE. 15 THE FORCES SHOWN ON ANY DRAWING ARE THE EFFECTIVE FORCES AT ANY POINT ALONG THE STRAND LINE AFTER ALL LOSSES HAVE OCCURRED. 16 ALL FORM WORK SHORING MUST BE LEFT IN PLACE UNTIL STRESSING IS COMPLETED, 17 A MINIMUM OF TWO STRANDS SHALL PASS THROUGH EACH COLUMN OR VERTICAL SUPPORT. 18 ALL POCKETS REQUIRED FOR ANCHORAGES SHALL BE ADEQUATELY REINFORCED NOT TO DECREASE THE STRENGTH OF THE STRUCTURE. ALL POCKETS SHALL BE WATERPROOFED TO ELIMINATE WATER LEAKAGE THROUGH THE POCKET. 19 TENDONS SHALL BE DRAPED TO A DOUBLE PARABOLIC PROFILE BETWEEN SUPPORTS AND SHALL CONFORM TO THE CONTROL POINTS SHOWN IN THE TENDON OR GROUP OF TENDONS. LOW POINTS ARE AT MID SPAN UNLESS OTHERWISE NOTED. ADEQUATE SUPPORT BARS AND CHAIRS SHALL BE FURNISHED TO ADEQUATELY HOLD THE TENDONS DURING THE CONCRETE PLACEMENT. 20 IN ACCORDANCE WITH A.C.I., ALL CONCRETE SHALL BE PRE -STRESSED TO PROVIDE A MINIMUM AVERAGE COMPRESSIVE STRESS OF 100 PSI ON GROSS CONCRETE AREA, USING EFFECTIVE PRE -STRESS AFTER LOSSES. CONTRACTOR SHALL PROVIDE MINIMUM FORCE IN ALL CONCRETE WHETHER OR NOT SPECIFICALLY IDENTIFIED ON DRAWINGS. 21 GENERAL CONTRACTOR WILL SUBMIT APPROVED POST -TENSION DRAWINGS AND CALCULATIONS TO THE BUILDING DEPT. FOR THEIR REVIEW AND APPROVAL PRIOR TO FOUNDATION CONSTRUCTION. FOUNDATION 01 FOUNDATIONS HAVE BEEN DESIGNED TO AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF. SHOULD CONDITIONS VARY FROM THE ASSUMED, THE ARCHITECT SHALL BE NOTIFIED BEFORE CONTINUATION OF WORK. 02 ALL FOOTINGS SHALL BE PLACED DIRECTLY ON VIRGIN SOIL, OR CERTIFIED COMPACTED FILL. 03 CONCRETE FOR FOUNDATIONS: A 28 DAY COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE AS FOLLOWS: FOOTINGS 3000 PSI SLAB ON GRADE 3000 PSI WALLS 3500 PSI B MAXIMUM CONCRETE SLUMP SHALL BE 4". C SLAB ON GRADE SHALL BE 5" THICK WITH WWF 6 x 6 -W1.4 x W1.4. SLAB SHALL BE FINISHED IN ACCORDANCE WITH ACI STANDARD 302 FOR CLASS 2 FLOORS. IN LIEU OF WWF, SLAB ON GRADE MAY CONSIST OF FIBER REINFORCED CONCRETE ACI 544.2R-89. D ALL CONCRETE SHALL BE MIXED, TRANSPORTED AND PLACED IN ACCORDANCE WITH ACI STANDARDS 318, 304 AND 301. E ALL REINFORCING BARS SHALL BE OF BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. F ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. G ALL VERTICAL SURFACES OF CONCRETE SHALL BE FORMED FOR WALLS AND FOOTINGS, H REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER: SLAB ON GRADE 1-1/2" WALLS 2" FOOTINGS 3" 1 GRADE BEAMS SHALL BE FORMED ON SIDES. 04 ALL FILL SHALL BE PLACED IN 8 INCH LOOSE LIFTS (MAXIMUM) COMPACTED WITH VIBRATORY ROLLERS. FILL MATERIAL SHALL BE TESTED BY MODIFIED PROCTOR DENSITY METHOD (ASTM D1557) AND MUST QUALIFY AS SELECT, WITH LESS THAN 10% PASSING THROUGH THE NO.200 SIEVE. SOIL SHALL BE PLACED WITH MOISTURE CONTENT AND ENERGY TO PROVIDE 98% OF MAXIMUM DRY DENSITY BELOW SLABS ON GRADE, AND SOIL SHALL BE COMPACTED TO 98% 12" AND 24" BELOW STRIP FOOTINGS AND COLUMN FOOTINGS, RESPECTIVELY. IN PLACE DENSITY TESTS SHALL BE TAKEN FOR EACH 2,000 S.F. IN EACH LIFT. FOR ACCEPTANCE OF SOIL, AVERAGE OF DENSITY TESTS MUST EXCEED THE SPECIFIED COMPACTION. NO TESTS SHALL BE PERMITTED TO FALL BELOW 90% COMPACTION. 05 ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 2'-0" BELOW FINAL GRADE WHEN BEARING ON SOIL, UNLESS NOTED OTHERWISE ON THE FOUNDATION DRAWINGS. 06 WHERE NECESSARY, FOOTING STEPS SHALL BE CONSTRUCTED AT MAXIMUM SLOPE OF 1 VERTICAL TO 2 HORIZONTAL. 07 WHERE ROCK OUTCROPPINGS ARE ENCOUNTERED IN A BUILDING FOUNDATION BEARING ON SOIL, SUCH OUTCROPPING OR INTERFERENCE SHALL BE REMOVED TO A DEPTH 12 INCHES BELOW BOTTOM OF FOOTING AND REPLACED WITH CLEAN GRANULAR MATERIAL CONTAINING LESS THAN 5% SILT, COMPACTED TO 95% DENSITY PER MODIFIED PROCTOR METHOD. MAINTAIN A MINIMUM COVER OF 1'-6" TO BOTTOM OF CONCRETE. 08 WHERE SOLID UNFRACTURED ROCK IS ENCOUNTERED FOR A WALL LENGTH OF AT LEAST 25 FEET, WALLS MAY BE POURED WITHOUT FOOTINGS BY TRENCHING 6 INCHES INTO THE ROCK AND PINNING THE WALL TO ROCK WITH #6 x T-0" LONG DOWELS AT 2'-8" ON CENTER, GROUTED INTO ROCK, EXTENDING V-6" INTO ROCK. NO FROST PROVISIONS ARE REQUIRED FOR THIS DETAIL. PROVIDE CONTROL JOINT IN WALL AT ANY TRANSITION BETWEEN ROCK BEARING AND SOIL BEARING CONDITIONS. 09 EXCAVATIONS SHALL BE DEWATERED TO A DEPTH OF AT LEAST 2 TO 3 FEET BELOW THE BOTTOM OF THE EXCAVATIONS TO ALLOW INSTALLATION OF FOOTINGS IN DRY ATMOSPHERE. 10 DIFFERENTIAL BACKFILL AGAINST FOUNDATION WALLS SHALL NOT EXCEED FOUR FEET UNTIL TOP BRACING OR FRAMEWORK HAS BEEN IN PLACE FOR A MINIMUM OF THREE DAYS. CANTILEVERED RETAINING WALLS MAY BE BACK -FILLED WITHIN 14 DAYS OF CONCRETE PLACEMENT, BUT IN NO CASE SHALL DIFFERENTIAL OF BACKFILL, BETWEEN OPPOSITE SIDES OF THE WALL, EXCEED THE FINAL DESIGN DIFFERENTIAL. 11 ALL BOTTOM OF FOOTING ELEVATIONS ARE SUBJECT TO CHANGE UPON INSPECTION OF SOIL CONDITION. ELEVATION OF ADJACENT FOOTINGS SHALL VARY ON A SLOPE NOT STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL. 12 THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE BOTTOM OF FOOTING ELEVATION IS CHANGED AND OBTAIN REVISED DESIGN OF THE FOUNDATION AND RETAINING WALLS AS REQUIRED. 13 A MINIMUM 6-MIL POLYETHYLENE VAPOR BARRIER BETWEEN THE BOTTOM OF THE FLOOR SLAB AND THE TOP OF THE COMPACTED SUBGRADE SHALL BE INSTALLED. GENERAL 01 THESE STRUCTURAL PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE APPLICABLE STRUCTURAL CHAPTERS OF THE 2007 FLORIDA BUILDING CODE (FBC). ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS CODE AND ALL LOCAL REQUIREMENTS. 02 DESIGN LOADS: A SEE DESIGN CRITERIA ON STRUCTURAL DRAWING S4.01. B FLOOR LIVE LOADS HAVE BEEN REDUCED IN ACCORDANCE WITH CODE FOR GIRDERS AND COLUMNS. C WIND LOAD: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS. D COMPONENTS AND CLADDING: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS. E DESIGN ROOF SNOW LOAD: N/A F SEISMIC: N/A 03 ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. CONFLICTS IN DIMENSION AND INTERFERENCE SHALL BE DIRECTED TO THE ARCHITECT PRIOR TO CONSTRUCTION OF WORK. 04 THE CONTRACTOR SHALL CHECK THE BUILDING LOCATIONS WITH REGARD TO PROPERTY LINE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO EXCAVATION AND SHOP DRAWING PREPARATION. NOTIFY THE ARCHITECT / ENGINEER OF ANY DISCREPANCIES. 05 IN CASE OF CONTRADICTION BETWEEN THE DRAWINGS, THE SPECIFICATIONS AND THE CODES, OR IF ANY CHANGE IS REQUIRED, THE CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY. NO CHANGE SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. CONCRETE 01 PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB AREAS. PROVIDE BROOM FINISH FOR ALL EXTERIOR SLAB AREAS U.N.O. ALL HANDICAPPED RAMPS SHALL BE BROOM FINISHED PERPENDICULAR TO THE SLOPE. 02 PROVIDE CONCRETE SLAB FOR AIR CONDITIONER COMPRESSOR AS REQUIRED BY EQUIPMENT MANUFACTURER. COORDINATE PLACEMENT OF SLAB WITH FINISH GRADING AT COMPRESSOR LOCATION. 03 ALL SIDEWALKS & MECH. EQUIP. SLABS SHALL SLOPE AWAY FROM BUILDING. SUBMITTALS 01 THE FOLLOWING ITEMS REQUIRE SUBMITTAL OF SHOP AND ERECTION DRAWINGS FOR REVIEW: (IF APPLICABLE) A REINFORCING STEEL FOR CAST -IN -PLACE CONCRETE B STEEL JOISTS C STEEL DECKING AND STUD LAYOUT D STRUCTURAL STEEL E STEEL STAIRS F COMPOSITE DRAWINGS OF ALL SLAB PENETRATIONS l ,s 02 THE FOLLOWING ITEMS REQUIRE SUBMITTAL OF SHOP AND ERECTION DRAWINGS AND STRUCTURAL CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THIS PROJECT: A PRECAST CONCRETE - PLANK, WALL PANELS, ETC. 1, B CURTAIN WALLS C SKYLIGHTS D SHORING AND RE -SHORING E CONCRETE DESIGN MIXES F TIMBER TRUSSES AND/OR WOOD I -JOISTS, STRUCTURAL AND TIMBER FABRICATIONS G PRE -STRESSING TENDONS _k wren III =III=III �� 111==+ti/'�/ ENGINEERING r11=III'` 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 R.F. Cleric FL PE #52514 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 Zephyrh i I Is Senior Apartments City of Zephyrhills, FL 1W09109 N, Progress S 12/17109 Bid Set 03/02/10 Permit Set ............................................. . _................_ 0 SHEET REVISIONS: I EDITED BY: U Z PROJECT NO. General Notes - Foundation S3.00 09-2587 r I I a; 0 Q co ti N rn CU 0 N ti T C O N O d 3 0 M O i ti Co u7 c 0 U 7 O a` rl- 00 N Cn 2 s CD o_ Q 0 c m m Cn _Z W Q a Q ER O J o LL Z Q U W a II : #5 @ 16" O.C. VERT. REINF. IN a FILLED CELLS & AT CORNERS, TYP. ALL (4) WALLS BREEZEWAY 2 ELEVATOR HOISTWAY ELEV ATOR =: II I > EQUIP. RM. g #5 T&B I SLAB REINF. I 9OIL 0'-0„ ° a — d --- . ---=---a--�- °' _C? f \ VAPOR BARRIER 1° I d . I BENTONITE CLAY it WATERPROOFING & I °II .:: PROTECTION BOARD 1 1 � II .. w DOWELS TO MATCH &ALIGN I I 8"X8"X16" CMU I W/ VERT. REINF. W/ STD. I . CONSTRUCTION W/ 8" ' Cn HOOK BOTTOM. LAP 48 BAR I HORIZ. JOINT REINF. @ DIA'S. TYP. I° I : I 16" O.C. VERTICALLY N II 1� I I d I #5 0 ROD DOWELS IN Ir .J _ -a- ; -=-a-= --�.-`--- ---+� �--; CONC. FILLED CELLS . � a . CONT. FROM FOOTING d TO SLAB @ 16" O.C. d (FILL ALL CELLS TO T/SLAB - 4 SIDES) #5 @ 12" O.C. EACH _ . WAY T&B _.......... ._ ... ,.... .__... SUMP PIT s" 2'-0" 6" (3) #5 EW BOT. OF SUMP FTG. SQ. OPENING rcz"Nt.EIeva.tor_Pit Detail iD ti 06 05 19'-6" 0000 OOD� OOODO 6" a TYI Condenser Pads 3/4"=1'-0" 1 /4"=1'-0" 0 FRONT OF MACHINE J-BOLT SPACING PER MFR. INSTALL. INSTRUCTIONS @ Commercial Washing Machine 1 1l2"=1'-0" 01 1/4" 02 CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT. PRE -FORMED STRIPS MAY BE USED IN LIEU OF SAWED JOINTS. Control Joint Detail See Foundation Plan For Locations 3/4"=1'-0" NAIL DUPLEX NAILS TO P.T. SILL PLATE TOP OF FORM BOARD 1 SILL SEALER SIMPSON MAS IMPSON MAS 4" TERMITE SHIELD STEP 1 STEP 2 REFER TO FRAMING DETAILS ON SHEET S4.02 FOR ANCHORAGE REQUIREMENTS & SPACING IF SIMPSON MAS IS NOT BEING INSTALLED. Simpson MAS Install FOUNDATION PLAN DIMENSIONED TO EDGE OF CONC. SLAB, TYP. FLOOR PLAN DIMENSIONED TO FACE OF STUD, TYP. 1 Slab Edge Detail 3"=1'-0" TOP OF SLAB EVEN WI TOP OF PAVER O1 O3 G.C. TO VERIFY W/ PAVER 0'-0" SLOPE V. o , PAVER BED PER MFR. w a W a O2 PER SCHEDULE Footing Detail @ Ext. Wall 1/2" w a. F99 FootingDetail @ Column 3/4"=1'-0" — 1 /2" 2 S3.01 �. �0'-011 SLOPE GRADE EXTEND TURNDOWN AS REQ. PER GRADING PLANS TO MAINTAIN MIN. DEPTH BELOW FIN. GRADE. COORDINATE W/ CIVIL DWGS. LL a FOOTING SCHEDULE - BLDG TYPE I. II. III REINFORCEMENTS SIZE MARK BOTTOM TOP COMMENTS L W D SHORT BAR LONG BAR SHORT BAR LONG BAR 11 F-1 CONT. 30" M @ 24"IO.C. 3 #5 --- 145 #5 F-2 CONT. 30" 20" #3 @ 24" O.C. 3 #5 --- --- F-3 CONT. 30" 20" #3 @ 24" O.C. 3 #5 --- --- F-4 CONT. 30" 28" --- 3 - #5 --- --- F-5 CONT. 12" 12" --- 1 #5 --- 1 - #5 F-6 CONT. 16" 12" --- 2 #5 --- --- F-7 PER PER 38" #5 @ 12" O.C. #5 @ 12" O.C. ___ PLAN PLAN MIN. MAX. F-8 CONT. 12" 16" --- 1 #5 --- 145 #5 F-9 36" 36" 38" 3 #5 3 #5 --- --- MIN. ��#3 TES F-10 CONT. 24" M @24"IO.C. 3 #5 --- --- PER SCHEDULE SCHEDULE Footing Detail Footing Detail @ Breezeway / Balcony Edge @ Unit / Breezeway LL a L 0'-0".L W J LU W Q a- W U 2 2 �-o �-o N SCHEDULE — — — _ FootingDetail E �z J# F-1 ---- F 3 PILASTER @ Int. Bearing Wall or Shear Wall 40 SEE ARCH. PLAN FOR SIZE Footing Detail��1703�, @ Pilaster PER SCHEDULE 1 Footing Detail 3/4"=1'-0" kNS ON i v 3/4"=1'-0" @ Stair SEE FND. PLANS O1 FOR ELEVATION w -I I W CD � W U 02 NI IN PER SCHEDULE Footing Detail 3/4"=1'-0" @ Breezeway End / Sidewalk 3/4"=1'-0" @ Tenant Separation 1 i [Ant 2 �01 SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET S3.00 FOR GENERAL FOUNDATION NOTES. B REFER TO CIVIL DRAWINGS FOR CONTINUATION OF CONCRETE SIDEWALKS. 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 REINFORCEMENT PER FOOTING SCHEDULE 03 2X P.T. BOT. PLATE: SEE SHEAR WALL SCHEDULE AND DETAILS FOR ANCHORAGE REQUIREMENTS. USE (2) 2X4 PLATES AT NON LOAD BEARING TENANT WALL 04 EXPANSION JOINT: 1/2" THICK X 4" WIDE CONTINUOUS BITUMINOUS MATERIAL WHERE SLABS ABUT EACH OTHER 05 4" THICK CONCRETE PADS W/ WWF TYPICAL. COORDINATE PLACEMENT TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING 06 ADJUST SIZE OF CONCRETE PADS AS NECESSARY TO MEET COMPRESSOR MANUFACTURER'S REQUIREMENTS FOR CLEARANCE AND MAINTENANCE #5 REBAR AROUND RECESSED OPENING VARIES, SEE FDTN.PLANS m (8° MAX.) 01 MIN. DEPTH PER SCHEDULE H Q 3/4"=1'-0" 3/4"=1'-0" 2 �01 �--- 112" _j7 PER SCHEDULE F-1 Footin De tail I i I @ Ext. Wall SLOPE GRADE EXTEND TURNDOWN AS REQ. PER GRADING PLANS TO MAINTAIN MIN. DEPTH BELOW FIN. GRADE. COORDINATE W/ CIVIL DWGS. 3/4"=1'-0" 7 (ecessed Shower as,. ee Arch. for Locations AL A _ wren =III=III �� �I=III= ^/�I ENGINEERING i ffi11,y 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 IR.F. Oleck FL PE #525141 1 1 i FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN I I 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 I fax: 407.830,4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior I Apartments 0 City of Zephyrhills, FL 0 C 0 N � N C 0 U 7 U 0 a c i Q SET DISTRIBUTIONS: 11/25/09 Progress Set 1210.9/09 Set L 12117109....... _ _..........._. _60'%Progress _ Bid..Set et....._._ __........................ 03102110 I ................._............ I Permit Set ................. ............. _............... .___..__.._................................. ...._.......................... ........ ............................>.. I j ..... .................. __......._....................... ...... .... ...... A SHFFT RF\/ISInNS- I EDITED BY: PROJECT NO. 09-2587 i i Foundation Schedule ........... .. & Details S3.01 D I ! I 1111111id 'I I I "'I 'I I N 11 111 1 1` I I !1 _11 11111 "i9� lllLIII ILIII CJ C� u U 2 0- 00 0 Uci ru O T C) c N 00 N C 0 CD 0 3" 8'-9 3/4" 1'-5" 111-4" 38'-01 /2" 12'-101/2" 12'-5" 1 l'-51 /2" 1' 5" 10'-01 /2" 128'-1 1/4" 1'-5" L. 1'-5" 7'-0 3/4" 0'-3 1/2' E.O S 30'-10" 1 l'-51 /2" 26'-3" 11" 1'-5" 1'-5" 1 51' 5" 1.5„ 6'-41 /2" r,, T-0 3/4"Z11'-51 /2" 11'-81 /2" �, 11-81/2" N -0'-3 1 /2" 0'-0" -0'-3 1/2" r E.O.S. F-8 F-8 F-8P E.O.S. 0�1z TYP. — — �firn F-9 li IT9 u- ILL 1�9 L� F-9 \ — = I- _J �F 9 LL a LIF — — liF w Q o5 05 I r-PAVERS -/ 08 LF-9 cn F- 1 1 �� irn F-10 0'1 J-0'-31/2 JLL r-----------`----------� u-L E.O.S. E] 0: o 00 F-9 I — — — — — — — — 1 F-9� -0'-3 1 /2" , „ 0'-0° 0'-3 1/2 u_ SLOPE I — — — — — — — — I I SLOPE E.O.S. E.O.S. -0'-1 1 /2" P' TYP. F-1 - F-9 I I I I F-9 F-8 F-8 F 8 L5 o 01 T.O. SLAB t o ----- _ ------ T,� I a'P� ----- ----- ro, — — r _J LEI I I I U_ L`t �q rn� rn� 02/08/10 oo r L� os li I L 1 F 9 I I F_g� L� LL f=-�� � L`F 9, LL F 9 i rPAVERS p 1 I PAVERS � °0I F-1 l L------ --- F-—`------- —,� 11 C.J. 1 L - — — — — — — — — — — — F-10—___�____- F_1OJ 1 T0.'O1-- —. S—LA— B— ----- 1 - 6 07 07 0-1 1/2�I 1/2" OPE KOPE of -oil S3,01 T.O. SLAB 04oD o 01 0 TYP. o N MI I _ 02 1 LL 1 1 1 CV , ,�1i��.lPilli 0 II 4 I I I 11 03 N ICI 1 n .. s3.o1 IlllN M 02II IIN� LL C.J.......................... L. . III I I I ILL 1 r-I I-_1 �I �N I LL , � c� I MI I 1 1 C I I M I T I I J o 07 [Izz ___ 07 1 LL1 I 1 1 u_ I, I U_ I, 9'-10114" 24'-1 1/2" 07 I 13'-3 I I I 41'-21/2" 10' 4"° 27' 7 3/4" I� �1 1 1 /4" - I I I I I I I I I -0'-1 1 /2" 6' 51124' ICI I ) I I I'I I'I T.O. SLABlo C.J. I C.J.1 _ I LF-4 — I I o7 I I F-3 F-3 -- F-10 _ r F-3 L---.---.-- -� L —J._ L------..--------—..---- --�_ CJ -1„ —� C.J. ®J LJ----------------------------------- ------� �— J �� _ — r------- o SLOPE U i CO U ! 0'-0" _ V' TYP. L_I AVE F4 L—F3 — 1 00 --------- -- — C.J. — �1 — _g LL C J, C.J. i I 1 q 1 I I 14'-61/2" I I \\ 1� „ 11'-9 3/8" 84'-13/8" ' 71 /4" 13'-21 /2" 3 =1 1l2 ICI I I 1 1 _J I� W d I 1 M I 1 M I I 03 ci I I �F-3 ILL o LL I 1 LL I I LL- I I 1 1 1 J 1 1 I L J M 07 1 I v C.J. I ' ........ ..._. ........ ...--.... ... ........................... .................... 1 I I...... 1...... =__ � .__ILL 0 02 ( ICI N 00 DO I 1 1 ++ TYP. I I 1 LF-6 -0'-1 1/2" I' I N �,� I T.O. SLAB T.O. SLAB I \CF) rn� N �i , I — F-1 — F-10 F-10----------- 5- ---- F-1 --- r__ — ---J N — F-8 I\ u Jh M 11 �rj \\ ALL- F-10 — F-1 1 LL'� -- — — — ---- ---� -7 0 --- J I F-1 J 00 31 ra, rn - F-1 L� L-9 L1�--ALL LPL—� ��--- ---� oL a� -9 08 F- T o, (PAVERS r F- `rnL - !-F-9 02/08/10 L ��_'� Lu — — — J � — — — LI N 0'-0" ILL OJ Ld 0'-0" IF 8 0'-0" F-8 0'-0" 05 TYP. TYP. LF�9�, u� �gJ TYP. TYP. TYP. -0'-2 1 / ' LLL F-8—LLJ E.O. 1/ " -0'-2 1/2" E.O.S. E.O.S. 8'.9" 10'-1" 9'-3 1/2" 8'-5" 12'-5 314" Ile12'-5 3/4" 7r ol 13'-4" 21'-l" 2'-1" 1' 4" 1' 1 1'-5" 1'�,. 2'_1�� 1'-5" 1'-5" 1'-5" 2'41/2" 8'-0 314"1 7'-1 " 12'-01 /2" 12'-7" 1 29'-1 1/2" 35-10" 1'-0" Partial Foundation Plan - Building Type I 128'-1 114" a 0 N N CV E.O.S. m 0'-0" TYP. T-51 /2" N N 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 CJ CONTROL JOINT NO STEP BEARING WALL = KEY PLAN N _ _ L;k!en 11=III= 044~ NEERING M��II_I „V 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 1 /8"=1'-0" F. Oleck Fl_ PE #5251 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone:407.830.1400 i fax: 407.830.4143 AA0002731 I www.forumarchitecture.com 1 3 Meetinghouse at Zephyrh i I Is Senior Apartments to C 0 U w a 0 E City of Zephyrhills, FL 0 U) C 0 8 row EDITED BY: z PROJECT NO. 09-2587 SHEET NOTES co rn I. 0 U) ca 0 0 N N 0 CD a N M O rl- LO N r_ 0 U 0 d 00 LO N rn CL a) 0 L c m co z w Q d Q rY O J u_ a , z Q U d d- I 1P In N N wl _z �I 57 U 05 05 05 ~ 01 192'-3 1/4" 7'-9 3/4" 19'-11" 14'-5 1/4" 19'-11" 13'-4 3/4" 12'-10 1/2" 11'-9 3/4" 19'-11" 14'-5 1/4" 19'-11" 11'-9 3/4" 12'-10 1/2" 13'-1 3/4" 1'-1" 1'-0" 8'-9" 9'-1 " V I lo i11 ❑ ❑ 1'-0" 9'-1 " 8'-9" 1'-1" 1'-1" 8'-5 1 /2" 3'-4" 1'-1" 1'-0" 8'-9" 9'-1 " 1Je DO O 1'-0" 9'-1 " 8'-9" 1'-1" 3'-4" 8'-5 1 /2" O ❑ O O O O O -0'-2 114" -0'-2 1/4" E.O.S. TYP. 10 El O O D E.O.S. TYP. ❑ O O AL 0'-0" F-8 F-1 F-1 F-8 TYP. F-8 F-8 F-1 F-1 F-TYP. `- 8 F-8 ❑❑O❑❑ IIII _—_ --_U_ - _— — - 0 0) u— �-- ��U-` ------N- ,IIl II ^ — ,— ru --i O •—° —.--— IIII — oq O III� v 02 ru _ —' -- —s— � - i ---— fI�II .. - , CC)qO L) c-9I� u- u-F�°D IF-9LLO O u. IF-9O O F F-1 F-1 �9i F-1 wI .L` — �- — LL F-1ii JL LJF3F r rF El 03/4r �F 3 004 04 � T.O N LL T.�.SLB TYP. .03'' 1/4" 9 1/4"13 -10 1/2"12,-10 1/2"12'-101/2" 65-10" 12'- 0 1/212'-10;1/2" F-3 F-3-co F"3 F-3 CO n O'J L____ -O 06 0'-JU _006N N � I � TYP.TYP.C.J. C.J. C.J. I, L� 06 06 06 2 02 03 10 I � routi--1® 1 ® M00i—i N v LL Iw — ----------- ---- J — — — — — — � L--�L� J F-4 /4 — — — — — — — — — -------------------------------- -1"— - Ir- �J _ ❑ 0-1 0— U III —°I .� ' —IIIII —or --1 --" -- --�V -4 07 -5" 4 TYP. F-4 TYP. F-4 E.O.S. 1/4" 4LO LO to L— F-F-4 F-4 ? F-4 F V F-4 F-4F-1U-------- — — — — TYP .......... �Id 02 n0 ; I j L02 ❑❑L_LJ L D. I iF 4 C.J. 13-2 1/2" 13'-11 1/8C.J. 12'0 1f291/412 -10:1/2" 47' " '" ..._... `VI 0'-00-0"F-3 F-3 LL IiI ITYP. II1I .. I.u-I I F-3Cf) N �I J — __--- --U_ N 060-3/4 3oU T.O.SLABTYP. `�I L L`I -0'-3/4" I_ 4 LO LILL I T.O.SLAB TYP.: F-F_3 F-----I I -3 — ,!--------F_3-3 47 F-1%rrr_1 F- —F °° F F-1 F-1 a�F-1 F-1 °° o v o L O i 1�2 00i� O l O F-9 _ m. O rnF-9F-9q) O TF9. io -o F�p a LF-8 � 0 � �LL F-1 -7F_1 F-8 F-8 F-8 F-1 F-1 F-8 F-8 0-2 1/4" 4-2 1/4' E.O.S. �00pll E.O.S. TYP. YFP.O.S. TYP. — 4 —" L . 1LFJ c " _1 _CNV r N 9'-1 " k 8'-9" 7'-2 1/2" Ile 6-9 1/2" 9'-1 " 8'-9" 8'-5 1/2" 3'-4" e 8'-9" 9'-1 " 71 9'-1 " 8'-9" 3'-4" 8'-5 1/2" 1'-0" 1'-1" I. 1'-1" 1'-1" 1'-1" 1'-0" 1'-0" 1'-7" 7'-2" 2.1 19'-11" 15'-1" 19'-11" 13'-4 3/4" el 12'-10 1/2" 01 11'-9 3/4" 19'-11" 14'-5 1/4" 1 19'-11" 10'-2 3/4" 14'-5 1/2" 13'-1 3/4" 192'-3 1/4" Partial Foundation Plan - Building Type I 1 /8"=1'-0" 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 _ ��Atffl wren TI=III= ^/v ENGINEERING �Il��illl „r 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 i 1R.F. Oleck FL PE ##52514 :L FORUME r 2 N ARCHITECTURE & INTERIOR DESIGN, INC. N PLANNING I ARCHITECTURE I INTERIOR DESIGN 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 SET DISTRIBUTIONS: 11/25/09 Progress Set 12109109 60%' Progress Set 12/17/09 Bid Set_____ ......... I EDITED BY: S3.12 CD 0) I I U uq CIO rn 0 N G4 N O 0 a N co 0 r; 00 LO 0 U 0 CID LO N 0'-0" TYP. ❑w z _J Q LU- co r FI a O 1 w� O 1 O_ r- LL IF-9"- 0 1 LL LL IF-9LL- O I Li ❑❑ F-1 L— U- — F-1 F-1 L F-1 r------�� F-3 �`k — — — — — r-------�,� F-3 Z -------1 1 I I I 1 I 04 III I11 MITII ❑❑ 11 01 I 1 LLI I I LL 1 I I I I 06 06 I` I I v N 0,_0„ 03 El ❑ r 1 I LL I j 11 TYP. I I C.J. 1 I C.J. LL I i i I I 2 I i ❑ EJ Vy I I Vy I I ° I- ❑ El`-' ° v °I U r E.O.S. ---- -- -J--------------- -� --- -JF-4 - - -------__J F-4 U.- - - - - - - - - - - _J -1/4" ao r - F-4 -' F-4 TYP• TYP. F-1 LL L- F-4 ------F-4 ----� U' :TYP. U; ---- -- -F-4 - - - - - - _ --- -� F-4 --- -'---- C.JI T -- -- ----�- � I I I v U; 02 � I n 03 °1 I C.J� Fa LJ�� � 1 ..I C.J. L I 2-3 /2 1 I 11 U- � I V\1 I I I I 0._0„ U I I N LL I I M I I I I I 1, I TYP. I I I I LL I I I o1 06 I 11 Co l I 1 I I 11 r I I I I I I I 1-0'-3/4" I I o4 4 1/2"LF_g 11 I T.O.SLAB TYP. I I \ / rIF 3- I \ - / F-1 r- t� �� F-1LII T '. �� F-1 r- F-1 , �- ' 9T O — J O -90 o J O -6 1/2" F-8 0'-0" - U_ E.O.S. TYP. Foundation Plan - Building T -0'-2 1/4" el I E.O.S. TYP. F-8'� 1 /8"=1'-0" 192'-8 1 /8" `•� 11'-9 1/8" 12'-10 1/2" le 13'-4 3/4" 19'-11" 7'-2" 15'-9 1/4" le 7'-2" le 19'-11" le 11'-9 3/4" J0 12'-10 1/2" 26'-8 1/4" 12'-10 1/2" 11'-8 1/2" le 8'-91, "TF7 3'-4" 8'-5 1/2" 1'-1" �1._1.. 8--9" 1�-0 9'-1" 5'-11" 9'-10 1/4" 9'-1" 1'-° 8'-9" 1'-1" 3'-4" 8'-5 1/2" v-1 1, 1� 8'-5 1/2" 3 -4 , 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. 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TYP. 1' 1" 1' 0" Zh 1'-1" ,3'-4' 8'-51/2" 8'-9" .. 9'-1" 6'1' 5'-11" `� FORUME 2 CL ARCHITECTURE & INTERIOR DESIGN, INC. m PLANNING I ARCHITECTURE I INTERIOR DESIGN a 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 SET DISTRIBUTIONS: 1.1/25109..... _ ...Progress Set.........._..... _.......... 12/09109 60% Progress Set 12117109 Bid Set.. 03102110 Permit Set EDITED BY: PROJECT NO. 09-2587 . B.u.ildin9_Ty_pe 1- 1-Foundation Plan Foundation Plan - Building Type II 1 /8"=1'-0" R.F. Oleck FL PE #52514 S3,21 co a) 11 (1) 0 Q r` M d' N 0 0 t co 04 0 a 3 cM P'M O rl- Co LO N C 0 U 7 0 ti C0 LO N t n. aD Q m 0 0 L a) 2 Z W N 4 d g Q .o 0 z Q U n: 13'-3 112" 12'-10 1/2" 11'-9 3/4" 7'-2" 10 11'-9 3/4" 12'-10 1/2" 225'-5" 47-4 1 /4" ED 12'-10 1/2" 11'-9 3/4" KEY NOTES 0 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 TO 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 0 KEY NOTES �- 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. 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N 9'-1 " 8'-9" 8'-3 1/2" 11'-4" 3'-4" 8'-5 1/2" 8'-10 1/2" 9'-1 " 5'-2 1/2" 5'-2 1/2" 8'-9" 9'-1 " 81-9" 9'-1 " 8'-9" 9'-1 " 6'-9 1/2" 8'-3 1/2" 8'-9" 9'-1 " 7.1 1'-11, 1�_1„ 1_1,� 101/2" 1'-7" 1'-1" 1'-0" 1' 1„ 1'-0" 1�_1� 1'-0" 1�_011 7'-2" 19'-11" 19'-7 1/2" 12'-10 1/2" 13'-4 3/4" 21'-6" 1 -1" 19'-11" 7'-3 1/4" 19'-11" 7'-3 1/4" 19'-11" 15'-1" 19'-11" T-2" 5 -5 Foundation Plan - Building T III Caren =III=111 �� 1 =III. ENGINEERING 1 /8„=1'-0" 11=111'�� GROUP ,�I_ w FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com R.F. Gleck Fl- PE #52514 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.corn Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: L 11125109 ProOress Sef... _ .... .Set......... I EDITED BY: PROJECT NO. 09-2587 Bu��d�ng TYPe ��� .......... Foundation Plan S3.31 SUBMITTALS WOOD STRUCTURAL PANEL (PLYWOOD) GENERAL I 01. THE FOLLOWING ITEMS REQUIRE SUBMITTAL OF SHOP AND ERECTION DRAWINGS FOR REVIEW: (IF APPLICABLE) A. REINFORCING STEEL FOR CAST -IN -PLACE CONCRETE B. STEEL JOISTS C. STEEL DECKING AND STUD LAYOUT D. STRUCTURALSTEEL E. STEEL STAIRS F. COMPOSITE DRAWINGS OF ALL SLAB PENETRATIONS 02. THE FOLLOWING ITEMS REQUIRE SUBMITTAL OF SHOP AND ERECTION DRAWINGS AND STRUCTURAL CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THIS PROJECT. A. PRECAST CONCRETE - PLANK, WALL PANELS, ETC. B. CURTAIN WALLS C. SKYLIGHTS D. SHORING AND RE -SHORING E. CONCRETE DESIGN MIXES F. TIMBER TRUSSES AND/OR WOOD I -JOISTS, STRUCTURAL AND TIMBER FABRICATIONS G. PRE -STRESSING TENDONS CONCRETE MASONRY UNITS (CMU) 01 ALL CONCRETE MASONRY UNITS SHALL BE HOLLOW LOAD BEARING UNITS CONFORMING TO ASTM C90, GRADE N-TYPE I WITH ASSUMED DESIGN COMPRESSIVE STRENGTH fm=1500 PSI. UNITS MAY BE FABRICATED EITHER WITH NORMAL WEIGHT AGGREGATE (C33) OR LIGHTWEIGHT AGGREGATE (C331). 02 ALL UNITS SHALL BE PLACED IN RUNNING BOND. 03 MORTAR SHALL BE TYPE M OR S. MORTAR SHALL MEET ASTM C270. 04 GROUT SHALL COMPLY WITH ASTM C476. SLUMP SHALL BE 8 TO 11 INCHES, STRENGTH SHALL BE EQUAL TO 2500 PSI. 05 STORE ALL UNITS OFF GROUND TO PREVENT CONTAMINATION. COVER MATERIALS TO PROTECT FROM THE ELEMENTS. 06 NO AIR -ENTRAINING ADMIXTURES OR ANTIFREEZE COMPOUNDS, SUCH AS CALCIUM CHLORIDE SHALL BE ADDED TO MORTAR. 07 ALL WALLS OR PILASTERS SUPPORTING STEEL AT BEARING PLATES SHALL BE GROUTED SOLID FOR FOUR COURSES IN DEPTH FOR A WIDTH OF 32". 08 DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL MORTAR HAS ATTAINED MAXIMUM STRENGTH. WHERE BACKFILL IS PLACED AGAINST FOUNDATION WALLS BEFORE FLOOR CONSTRUCTION IS IN PLACE, PROVIDE TEMPORARY BRACING. 09 THE FIRST BLOCK COURSE ON FOOTING SHALL BE FILLED SOLID WITH CONCRETE, UNLESS OTHERWISE NOTED ON DRAWINGS. 10 VERTICAL CONTROL JOINTS SHALL BE PLACED SUCH THAT THE RATIO OF JOINT SPACING (L) DIVIDED BY WALL HEIGHT (H) DOES NOT EXCEED 3.0. IN NO CASE SHALL SPACING EXCEED 50 FT. CONTROL JOINTS SHALL BE CONSTRUCTED USING SASH BLOCKS AND DOOR-O-WAL PREFORMED REGULAR RAPID CONTROL JOINT (OR EQUAL OF EXTRUDED RUBBER.) WALL REINFORCING SHALL BE DISCONTINUOUS AT JOINTS. VERTICAL JOINTS SHALL BE LOCATED AS FOLLOWS: A CHANGES IN WALL HEIGHT OR THICKNESS. B AT CONSTRUCTION JOINTS IN FOUNDATION, IN ROOF, AND IN FLOORS. C AT CHASES AND RECESSES FOR PIPING, COLUMNS, FIXTURES, ETC. D AT ABUTMENT OF WALL AND COLUMNS. E AT RETURN ANGLES IN "L", "T" AND "U" SHAPED STRUCTURES. F AT ONE OR BOTH SIDES OF WALL OPENING. W cu U 0 N LO 0 0 0 N N 0 0 0 1. PLYWOOD FOR SUBFLOOR (FLOOR SHEATHING) OVER SAWN LUMBER SHALL BE 5/8" C-D EXT., SPECIES GROUP 3, APA IDENTIFICATION INDEX 32/16. INDEX STAMP SHALL BE VISIBLE ON ALL SHEETS. 2. PLYWOOD FOR SUBFLOOR (FLOOR SHEATHING OVER WOOD TRUSSES) SHALL BE 3/4" C-D EXT., SPECIES GROUP 3, APA IDENTIFICATION INDEX 40/20, GLUED TO TOP OF TRUSS AND SCREWED TO TOP FLANGE AT 12" ON CENTER. 3. PLYWOOD FOR ROOF SHEATHING SHALL BE 5/8" APA RATED SHEATHING EXP. 1, APA IDENTIFICATION INDEX 40/20, OR BETTER. 4. PLYWOOD ROOF SHEATHING SHALL BE NAILED TO TRUSSES AS PER ROOF ZONE FASTENING PLAN. 5. USE PLYCLIPS OR OTHER EDGE SUPPORTS FOR ALL PLYWOOD SHEATHING. 6. PLACE FACE GRAIN IN DIRECTION OF SPAN (TRANSVERSE TO JOIST OR TRUSS SPAN). 7. LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT ALL PANEL EDGE JOINTS. GLUE LAMINATED TIMBER 1. ALL GLUED LAMINATED TIMBER SHALL CONFORM TO ANSI/AITC Al90.1 'STRUCTURAL GLUED LAMINATED TIMBER. 2. ALL GLUED LAMINATED TIMBER SHALL BE FABRICATED OF EITHER: A. VISUALLY GRADED SOUTHERN YELLOW PINE, COMBINATION OF 20E-V2 OR B. VISUALLY GRADED DOUGLAS FIR, COMBINATION OF 20E-V4 WITH MIN, FB=2000 PSI, & E=1,600,000 PSI 3. ADHESIVE SHALL BE'WET USE' ADHESIVE IN ACCORDANCE WITH ASTM D2559. 4. ALL GLUED LAMINATED TIMBER UNITS SHALL BE ARCHITECTURAL APPEARANCE GRADE, IN ACCORDANCE WITH AITC 110. 5. ALL GLUED LAMINATED TIMBER SHALL BE SHOP CUT FOR CONNECTIONS AND CONNECTING HARDWARE INCLUDING DRILLING OF BOLT HOLES. 6. ALL GLUED LAMINATED TIMBER SHALL BE PROTECTED DURING TRANSIT, STORAGE AND ERECTION IN ACCORDANCE WITH AITC 111. PROTECTION SHALL INCLUDE FACTORY APPLICATION OF END SEALERS AND TRANSLUCENT PENETRATING SURFACE SEALER. MEMBERS SHALL BE INDIVIDUALLY WRAPPED FOR SHIPMENT. 7. MANUFACTURER SHALL BE AN AITC LICENSED FIRM, QUALIFIED TO APPLY THE AITC 'QUALITY INSPECTED' MARK. ALL GLUED LAMINATED UNITS SHALL BEAR THE'QUALITY INSPECTED' MARK ON A SURFACE WHICH WILL NOT BE EXPOSED IN THE FINISHED STRUCTURE. MICROLLAM(R) OR PARALL.AM(R) BEAMS 1. MICROLLAM(R) OR PARALLAM(R) BEAMS ARE INDICATED ON DRAWINGS AS: M.L. OR P.L. 2. MICROLLAM(R) BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1.9X10^6PSI FB = 2,600 PSI FT = 1,555 PSI FC = 750 PSI FC, PARALLEL = 2,510 PSI FV = 285 PSI 3. BEAMS MUST BE LATERALLY SUPPORTED AT TOP. 4. MINIMUM BEARING LENGTH SHALL BE MINIMUM OF 1-1/2" AT ENDS AND 31/2" AT INTERMEDIATE SUPPORTS. 5. MULTIPLE MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. a PLYWOOD BOX BEAM 1. FABRICATION OF PLYWOOD BOX BEAMS SHALL BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS) 2005, THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE AMERICAN PLYWOOD SPECIFICATIONS, AS SUMMARIZED BELOW. 2. THE BOX BEAMS DESCRIBED HERE ARE GRADE AS CLASS 2 BEAMS. THEY ARE INTENDED AS THOSE WITH FLANGES OF STRESS -GRADE LUMBER. LUMBER FLANGES OF ONE OR MORE LAMINATIONS MUST BE GLUED UNDER PLYWOOD OR TO LUMBER UNDER POSITIVE MECHANICAL PRESSURE OR WITH THE PRESSURE APPLIED BY NAILS OR STAPLES. 3. THE BEAM CROSS SECTION SHALL BE EITHER TYPE A OR TYPE B. A. TYPE A BEAMS CONSIST OF PLYWOOD WEBS ON BOTH SIDES OF LUMBER TOP AND BOTTOM FLANGES. WEB MAY BE NAILED/GLUED. B. TYPE B BEAMS ARE SIMILAR TO TYPE A EXCEPT THAT THEY INCLUDE A PLYWOOD SHIM BETWEEN THE LUMBER TOP AND BOTTOM FLANGES. 4. INTERMEDIATE STIFFENERS SHALL BE PLACED NO MORE THAN 48" ON CENTER AND SHALL BE THE SAME WIDTH AS THE LUMBER FLANGED AT THAT SECTION. BEARING STIFFENERS AT ENDS OF BEAMS SHALL BE THE SAME WIDTH AS THE LUMBER FLANGE AT THAT SECTION AND DOUBLED UP. 5. THE ADHESIVE USED FOR CONSTRUCTION OF THE PLYWOOD BOX BEAMS SHALL BE A RESORCINOL BASE ADHESIVE, AND SHALL COMPLY WITH THE REQUIREMENTS OF VOLUNTARY PRODUCT STANDARD PS56-73, 'STRUCTURAL GLUED LAMINATED TIMBER. 01. THESE STRUCTURAL PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE APPLICABLE STRUCTURAL CHAPTERS OF THE 2007 FLORIDA BUILDING CODE (FBC). ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS CODE AND ALL LOCAL REQUIREMENTS. 02. DESIGN LOADS: A. SEE DESIGN CRITERIA ON STRUCTURAL DRAWING S4.01. B. FLOOR LIVE LOADS HAVE BEEN REDUCED IN ACCORDANCE WITH CODE FOR GIRDERS AND COLUMNS. C. WIND LOAD: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS. D. COMPONENTS AND CLADDING: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS. E. DESIGN ROOF SNOW LOAD: N/A F. SEISMIC: N/A 03. ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. CONFLICTS IN DIMENSION AND INTERFERENCE SHALL BE DIRECTED TO THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION OF WORK. 04. THE CONTRACTOR SHALL CHECK THE BUILDING LOCATIONS WITH REGARD TO PROPERTY LINE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO EXCAVATION AND SHOP DRAWING PREPARATION. NOTIFY THE ARCHITECT / ENGINEER OF ANY DISCREPANCIES. 05. IN CASE OF CONTRADICTION BETWEEN THE DRAWINGS, THE SPECIFICATIONS AND THE CODES, OR IF ANY CHANGE IS REQUIRED, THE CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY. NO CHANGE SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER. 0 LUMBER 1. ALL NEW LUMBER SHALL BE VISUALLY GRADED LUMBER, SOUTHERN YELLOW PINE NO.2 OR BETTER WITH MAXIMUM MOISTURE CONTENT OF 19%AND MINIMUM E=1,600,000 PSI IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION. 2. ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING. 3. ALL JOISTS BEARING ON MASONRY SHALL BE FIRE -CUT WITH MINIMUM BEARING LENGTH OF FOUR INCHES. 4. EXCEPT AS UPGRADED ON PLANS OR DETAILS, ALL LUMBER SHALL BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE IN TABLE 2304.9-1 OF CHAPTER 23 OF THE 2007 FBC. 5. JOISTS SHALL BE FASTENED TO STEEL GIRDERS BY EITHER OF TWO ACCEPTABLE METHODS AS FOLLOWS EXCEPT AS NOTED AT'TIMBER CONNECTIONS' BELOW: A. A CONTINUOUS 2 x 6 NAILER PLATE SHALL BE BOLTED TO THE TOP FLANGE OF STEEL WITH 1/2 DIA. STAINLESS STEEL BOLTS AT 4'-0" ON CENTER, ON ALTERNATE SIDES OF WEB. JOIST SHALL BE TOENAILED TO PLATE WITH 3 8d NAILS PER JOIST. JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX INCHES, AND BE SPIKED TOGETHER AND BLOCKED. B. A CONTINUOUS 2 x 4 NAILER PLATE SHALL BE BOLTED ABOVE THE BOTTOM FLANGE OF STEEL MEMBER WITH 1/2 INCH DIAM. BOLTS AT 4'-0" ON CENTER. JOISTS SHALL BE NOTCHED ON TOP TO PROVIDE CLEARANCE OF TOP FLANGE AND TO PROVIDE A SPACE OF AT LEAST 3/4" BETWEEN STEEL AND SUBFLOOR. MAXIMUM DEPTH OF NOTCH SHALL BE 1/4 THE DEPTH OF JOIST. 20 GAGE METAL TIE OR WOOD SCAB SHALL BE USED TO FASTEN OPPOSITE JOISTS TO ON ANOTHER. TRUSSES 1. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL OF ALL WOOD TRUSSES 2. SHOP DRAWINGS SHALL SHOW CHORD AND WEB SIZES, STRENGTHS, STIFFENERS (AS REQUIRED), BEARING DETAILS, BRIDGING, BRACING, ERECTION NOTES AND DESIGN CALCULATIONS. TRUSSES SHALL BE DESIGNED TO MEET THE DESIGN LOADS SHOWN ON THE STRUCTURAL NOTES AND PLANS. MAXIMUM LIVE LOAD DEFLECTION SHALL BE LESS THAN 1/240 OF THE SPAN. MAXIMUM DEFLECTION UNDER FULL DESIGN LOAD SHALL BE LIMITED TO 1/180 OF THE SPAN. 3. ALL SHOP DRAWINGS, ERECTION DRAWINGS AND CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THIS PROJECT. 4. LATERAL BRACING OF WEB MEMBERS SHALL INCLUDE A DIAGONAL BRACE (2" THICK NOMINAL) AT SPACING NOT TO EXCEED 20 FEET. ALL END BAYS SHALL BE DIAGONALLY BRACED. 5. BOTTOM CHORDS OF WOOD TRUSSES SHALL BE CONTINUALLY BRACED AT A SPACING NOT TO EXCEED 10 FEET, LOCATED AT OR NEAR A PANEL POINT. DIAGONAL BRIDGING SHALL BE INSTALLED AT END BAYS AND IN INTERMEDIATE BAYS AT 20 FEET SPACING. 6. THE TRUSS ERECTOR IS RESPONSIBLE FOR PROPER TRUSS HANDLING AND FOR TEMPORARY BRACING. ERECTION BRACING SHALL BE APPLIED AS EACH TRUSS IS PLACED IN POSITION. CARE MUST BE TAKEN TO STABILIZE THE FIRST TRUSS AND DIAGONAL BRACING IS NECESSARY TO AVOID PROGRESSIVE COLLAPSE. aIII=III ,McLsk!en q=III= 0%~ NEERING 11011 ft-on 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. 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 0 0 0 U 0 U 0 a 0 C Q 11/25109, ._ ` ..._Progress Set..._.... 12/09109 60%u Progrq Sot 12/17/09 Bid Set 03102110 .......................:.:......................................... Permit Set ............ _................ Q SHEET REVISIONS: General Notes - Framing ............ ............... .................._ .._... __... S4.00 �'!'-" FR.F. Gieck FL PE #52514 U U) 2 a 00 N 0 0) 0 0 N ti N 0 0 0 F FLOOR Z TRUSS BRG. 1. ALL HORIZONTAL & VERTICAL JOINTS SHALL OCCUR OVER FRAMING & SHALL BE ATTACHED IN SPACING SHOWN ON SHEAR WALL SCHEDULE @ SHEAR WALLS. SOLID 2X BLOCKING OR FRAMING MEMBER SHALL BE AT ALL PANEL EDGES. 2. FOLLOW SHEATHING ORIENTATION DIAGRAM. PANEL EDGE --- L---------- 11 3l8" M Shear Wall Sheathina Lavout & Nailina Patterns Typ. Conditions Shown S.W. Stud Chanqe 10 1 1 2"=1'-0" 2X4 TO 2X6 Transition @ Upper Flrs SW Stud Chan e 9 "=1'- 2X4 To 2X6 Transition @ Ground Flr (3 Shear Wall "T" SW-3 at SW-2 - Upper Floors Shear Wall "T" STUD PANEL EDGE PLATE E: E. E 1 1 /2"=1'-0" SW-3 at SW-2 - Ground Floor 1 1/2"=V-0" E. N.T.S. Shear Wall "T" 6 1 1 /2"=1'-0" SW-3 at SW-1 - Upper Floors Shear Wall "T" 5 =_ SW-3 at SW-1 - Ground Floor 0 SHEAR WALL SCHEDULE SHEAR FRAMING EXTERIOR SHEATHING INTERIOR SHEATHING BASE CONNECTIONS WALL LEVEL TYPICAL STUDS PER SHEATHING SCREW PATTERN SHEATHING SCREW PATTERN CONT. PLATE TO HOLD-DOWNS @ MARK STUDS END/OPG TYPE TYPE DECKISLAB EACH END 4 EDGES INTERMED. EDGES INTERMED. 2x4 5/8" F.R. 1 1/4"BUGLE 1 1/4" BUGLE SIMPSON CS-1611" 3RD. FLR. @ 16" O.C. 2 - 2x4 7/16" O.S.B. 10d @ 6" O.C. 10d @ 12" O.C. GYPSUM HEAD SCREWS HEAD SCREWS (2)16d @ 12" O.C. BEYOND TRUSSES @ WALLBOARD @ 7" O.C. @ 7" O.C. EACH END W/ (11)10d SW-1 3 NAILS EXTERIOR 2x4 5/8" F.R. 1 1/4" BUGLE 1 1/4" BUGLE SIMPSON MST160 W/ WALL 2ND. FLR. @ 16" O.C. 2 - 2x4 7/16" O.S.B. 10d @ 4" O.C. 10d @ 12" O.C. GYPSUM HEAD SCREWS HEAD SCREWS (2)16d @ 8" O.C. (60)10d NAILS WALLBOARD @ 7" O.C. @ 7" O.C. 3 3 3x4 1 - 3x4 15/32" P.T. PLYWD 1st 5/8" F.R. 1 1/4" BUGLE 1 1/4"BUGLE 1/2" DIA. 10" LONG SIMPSON HDU8-SDS2.5 OR 1ST. FLR. ,� @ 16 O.C. 1 - 2x4 COURSE, 7/16 10d @ 4" O.C. 10d @ 8" O.C. GYPSUM HEAD SCREWS HEAD SCREWS A307 A.B. @ 16" O.C., HTT5 W/ (26)16d X 2 OSB ABOV WALLBOARD @ 4" O.C. @ 4 O.C. TYP• 1/2 3 3 00 2x4 5/8" F.R. 1 1/4" BUGLE 1 1/4"BUGLE SIMPSON CS-1611" 3RD. FLR. @ 16" O.C. 2 - 2x4 GYPSUM HEAD SCREWS HEAD SCREWS (2)16d @ 12" O.C. BEYOND TRUSSES @ WALLBOARD @ 7" O.C. @ 7" O.C. EACH END W/ (11)10d SW-1A 3 NAILS BRZWY 2x4 5/8" F.R. 1 114" BUGLE 1 114" BUGLE SIMPSON MST160 W/ WALL 2ND. FLR. @ 16" O.C. 2 - 2x4 GYPSUM HEAD SCREWS HEAD SCREWS (2)16d @ 8" O.C. 60)0d NAILS (60)1 WALLBOARD @ 7" O.C. 7 O.C. 3 3x4 1 - 3x4 5/8" F.R. 1 1/4"BUGLE 1 1/4" BUGLE 1/2" DIA.10" LONG SIMPSON HDU8-SDS2.5 OR 1ST. FLR. @ 16 O.C. 1 - 2x4 GYPSUM HEAD SCREWS HEAD SCREWS A307 A.B. @ 16" O.C., HTT5 W/ (26)16d X 2 WALLBOARD @ 4" O.C. @ 4" O.C. TYP. 3 0z 1/2 2x4 5/8" F.R. 1 1/4" BUGLE 1 1/4" BUGLE SIMPSON CS-1611" 3RD. FLR. @ 16" O.C. 2 - 2x4 GYPSUM HEAD SCREWS HEAD SCREWS (2)16d @ 12" O.C. BEYOND TRUSSES @ SW-2 WALLBOARD @ 7" O.C. @ 7" O.C. EACH END W/ (11)10d 3 NAILS INTERIOR 2x4 5/8" F.R. 1 1/4" BUGLE 1 1/4" BUGLE SIMPSON MST160 W/ TENANT 2ND. FLR. @ 16" O. C. 2 - 2x4 GYPSUM HEAD SCREWS HEAD SCREWS (2)16d @ 8" O.C. (60)10d NAILS WALL WALLBOARD @ 7" O.C. @ 7" O.C. 3 3x4 1 - 3x4 5/8" F.R. GYPSUM BD +7/16" O.S.B. ONE SIDE 1 114" BUGLE 1 1/4" BUGLE 1/2" DIA. LONG SIMPSON HDU8-SDS2.5 OR 1ST. FLR. @ 16" O.C. 1 - 2x4 W/ 10d NAILS @ 4" O.C. HEAD SCREWS HEAD SCREWS A307 A.B. @ 16" O.C., HTT5 W/ (26)16d X 2 EDGES & 8" O.C. INT. @ 4" O.C. @ 4" O.C. TYP. 3 co 1/2 2x4 5/8" F.R. 1 1/4"BUGLE 1 1/4"BUGLE SIMPSON CS-1611" 3RD. FLR. @ 16" O.C. 2 - 2x4 GYPSUM HEAD SCREWS HEAD SCREWS (2)16d @ 12" O.C. BEYOND TRUSSES @ WALLBOARD @ 7" O.C. @ 7" O.C. EACH END W/ (11)10d SW-3 3 NAILS INTERIOR 2x4 5/8" F.R. 1 114" BUGLE 1 114" BUGLE SIMPSON MST160 W/ WALL 2ND. FLR. @ 16" O.C. 2 - 2x4 GYPSUM HEAD SCREWS HEAD SCREWS (2)16d @ 8" O.C. 60) (60)10d NAILS WALLBOARD @ 7" O.C. @ 7" O.C. 3x4 @ 16" O.C. (BRG.) 1 - 3x4 18" F.R. GYP. BD (+7/16" S.B. ONE SIDE) W/ 10d 1 1/4" BUGLE 1 1/4" BUGLE 1/2" DIA. LONG SIMPSON 1ST. FLR. 2x4 @ 16" O.C. 1 - 2x4 NAILS @ 4" O.C. EDGES HEAD SCREWS HEAD SCREWS " A307 A.B. @ 16" O.C., HDU8-SDS2.5 OR HTT5 W/ (26)16d X 2 (NON-BRG.) & 8" O.C. INT. @ 4" O.C. @ 4 O.C. TYP 1/2 3 CID SW-4 (2)2x6 15/32" P.T. 5/8" F.R. 1 1/4" BUGLE 1 1/4" BUGLE 1/2" DIA. 10" SIMPSON EXTERIOR 1ST. FLR. @ 16" O.C. , 2 - 2x6 PLYWD 1st 10d @ 3 O.C. �� 10d @ 8 O.C. GYPSUM HEAD SCREWS HEAD SCREWS LONG A307 A.B. @ 16 O.C., HDU8-SDS2.5 OR WALL WITHIN a, OF COURSE, 7/1611 WALLBOARD @ 4" O.C. @ 4" O.C. TYP. HTT5 W/ (26)16d X 2 CORNERS OSB ABO 3 3 00 1/2 5/8" F.R. GYPSUM SW-5 2x6 WALLBOARD(+ 7/16 O.S.B. ONE 1 1/4" BUGLE 1 1/4" BUGLE 1/2" DIA. 10" LONG SIMPSON HDU8-SDS2.5 OR INTERIOR 1ST. FLR. @ 16" O.C. 2 - 2x6 SIDE) W/ 8d NAILS HEAD SCREWS HEAD SCREWS A307 A.B. @ 16" O.C., HTT5 W/ (26)16d X 2 WALL @ 4" O.C. EDGES @ 4" O.C. @ 4" O.C. TYP' 1/2 & 12" O.C. INT. 3 1 1 00, Shear Wall "T" 4 1 /2"= l'-0" SW-2 at SW-1 - Upper F�oors Shear Wall "T" 3 1 /2"=1'-0" SW-2 at SW-1 - Ground loor E: aSw hear Wall Corner 1 1/2"=1'-O" -1 or SW- 1A at Upper Floors E. Shear Wall Corner at Ground Floor 0 WALL OPENING COMPONENTS AND CLADDING PRESSURE TABLE (ASCE 7-05 FIGURE 6-3) L (BUILDING TYPE 1)= 320.4' MAX L (BUILDING TYPE II)= 276.6' MAX L (BUILDING TYPE III)= 225.5' MAX B = 69' MAX EAVE - 27.8' END ZONE STRIP = 7' VELOCITY PRESSURE = 43.5 PSF GARAGE DOOR= N/A HEIGHT COEFFICIENT 1.45 AREA * (SQ. FT.) COEFFICIENT DESIGN PRESSURES INTERIOR ZONE (4) 10 1.45 51.19 -55.39 20 1.45 48.87 -53.22 50 1.45 45.82 -50.17 100 1.45 43.50 -47.85 500 1.45 38.14 -42.49 END() NE 10 1.45 51.19 -68.44 20 1.45 48.87 -63.80 50 1.45 45.82 -57.71 100 1.45 43.50 -53.22 500 1 1.45 1 38.14 1 42.49 * IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR USE PRESSURE ASSOCIATED W/ SMALLER AREA. E DESIGN CRITERIA (BY CODE MIN.) APARTMENTS: APT. FLR. BALCONY STAIR LND, BRZWY. ROOF ROOF SLOPE = 70<RS<270 TRUSSES TRUSSES JOISTS TRUSSES TRUSSES TCLL 40 100 100 80 20 BASIC WIND SPEED =110 MPH WIND IMPORTANCE FACTOR I =1.45 WIND EXPOSURE CATEGORY = EXPOSURE C FULLY ENCLOSED STRUCTURE o <t TCDL 17.5 40 20 35 15 BCLL --- --- --- --- --- BCDL 5 10 10 10 10 TOTAL (PSF) 62.5 150 130 125 45 APPLICABLE INTERNAL PRESSURE COEFFICIENTS = +/- 0.18 USI --- --- --- --- 25% SPACING 24" O.C. 24" O.C. 16" O.C. 24" O.C. 24" O.C. . E DESIGN CRITERIA (PROJECT IS DESIGNED) APARTMENTS: APT. FLR. BALCONY STAIR LND. BRZWY. ROOF ROOF SLOPE = 70<RS<270 TRUSSES TRUSSES JOISTS TRUSSES TRUSSES TCLL 40 100 100 80 20 BASIC WIND SPEED =140.0 MPH WIND IMPORTANCE FACTOR 1=1.45 WIND EXPOSURE CATEGORY = EXPOSURE C FULLY ENCLOSED STRUCTURE o J TCDL 17.5 40 20 35 15 BCLL --- --- --- --- --- BCDL 5 10 10 10 10 TOTAL (PSF) 62.5 150 130 125 45 APPLICABLE INTERNAL PRESSURE COEFFICIENTS = +/- 0.18 USI --- --- --- --- 25% SPACING 24" O.C. 24" O.C. 16" O.C. 24" O.C. 24" O.C. NOTE: USI INDICATES UNIFORM STRESS INCREASE, ALLOWING FOR DECKING & FINISH MATERIALS ABOVE ROOF TRUSSES PER TRUSS MFR. KEY NOTES 01 AIRSPACE: SEE WALL SECTIONS & CONSTRUCTION ASSEMBLY SCHEDULES 02 HOLD DOWNS: SEE SHEAR WALL SCHEDULE, HOLD DOWNS AT SHEAR WALL ENDS INDICATED ON FRAMING PLANS WI AN ASTERISK (*) 03 2x4 AT 16" OC TYP AT UPPER FLRS, 3x4 @ 16" OC TYP AT FIRST FLR FRAMING OF GROUND FLOOR AT 3 STORY CONSTRUCTION 04 5/8" FR GB AS PER SCHEDULE 05 SHEAR WALL SHEATHING CONT. AT SHEAR WALL INTERSECTION WHERE APPLICABLE 06 EXT SHEAR WALL SHTG FIELD NAIL SPACING 12" OC FOR OSB & PLYWOOD, SAME AS EDGE FOR GYP BD 07 (2) SIMPSON CS-16 OR MST160, SEE SHEAR WALL SCHEDULE 08 ALIGN STUD W/ STUD ON FLOOR BELOW 09 NAILING EDGES AT 2x BLOCKING 10 NAILING EDGES AT DOUBLE TOP PLATE 11 NAILING EDGES AT STUDS 12 NAILING EDGES AT SILL PLATE 13 (2)16d NAILS AT 16" O.C. SHEAR WALL SCHEDULE NOTES 1. SIMPSON MAS MUDSILL ANCHOR AT 20" OC MAY BE USED IN PLACE OF ANCHOR BOLTS, SIMPSON ALTERNATE INSTALLATION MUST BE USED, SEE DETAIL 2/S3.01 2. 1/2" DIA EXPANSION BOLTS W/ 7" MIN EMBEDMENT AT 18" OC MAY BE USED IN PLACE OF ANCHOR BOLTS 3. BLOCK ALL SHEAR WALL SHEATHING JOINTS 4. CONFIRM DIA OF ANCHOR BOLTS FOR HOLD DOWNS WITH STRAP MFR 5. THE HILTI DN72 NAIL MAY BE USED IN PLACE OF ANCHOR BOLTS FOR INT. SHEAR WALLS AND SHALL BE PLACED ON THE INT SHEAR WALLS EVERY 8" OC, USE IN CONJUNCTION W/ SCHEDULED HOLD DOWNS AT EACH END OF WALL 6. INT SHTG TYPE & NAILING LISTED APPLIES TO BOTH SIDES OF SHEAR WALLS 7. ALL DRYWALL SCREWS TO BE TYPE "S" OR "W" All't"t'hil wren=III=III �� �IMM=+�/`/ ENGINEERING III=III ti"� 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 R.F. Oleck FL RE 4525141 3 aFORUME o. N ARCHITECTURE & INTERIOR DESIGN, INC. m PLANNING ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 06 fax: 407.830.4143 10 AA0002731 16 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL 11125109 Progress Set 12109109 o Progress Set 12117109 Bid Set ........... 03102110 ................. Permit Set __ ....._...__ .................... _ ... _ _ ................ . .............................. _ _ ................ EDITED BY: GB U z PROJECT NO, 09-2587 Co u En a 77 0 0 0 0 N N 0 0 a �. z U w a PRE-ENGINEERED GIRDER TRUSS SIMPSON HGT-4 - @ 4-PLY GIRDER -SIMPSON HGT-3 @ 3-PLY GIRDER -SIMPSON HTT22 - --(4) STUDS UNDER — z EACH GIRDER 0 1/2" DIA. THRU BOLTS OR 16d NAILS @ 12" O.0 1_4 i EACH PLY BLOCKING 2/ (4) STUDS @ FLR. SPACES z SIMPSON CS-20 J o AT EVERY STUD (4) STUDS UNDER — z EACH GIRDER 0 1/2" DIA. THRU BOLTS OR 16d NAILS @ 12" O.0 EACH PLY BLOCKING 2/ (4) STUDS @ FLR. SPACES SIMPSON CS-20 — z AT EVERY STUD (4) STUDS UNDER — EACH GIRDER 1/2" DIA. THRU BOLTS OR 16d NAILS @ 12" O.0 EACH PLY ON HDU8-SDS2.5 0 17 ::7HTT,5W/ (26)16d x 21/2 7/8" DIA. A.B. — Girder Truss Hold Down Gable End Truss z 0 z 0 1 /4"=1 '-0" 1 "=1'-0" Typ. Section Detail "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2x4 "L" BRACE (2) 2x4 "L" BRACE 16" 0'-0"-4'-0" 4'-0"-8'-0" 81-011-14'-0" 24" 0'011218" 2'8"6'0" 6'0" 12'0" z 0 0 0 J 0 z 0 0 0 J 0 Over-Framirn Typ. Anchorage N.T.S. I I I . V11\LJL-I% 1 wL.v L/Vvvly I 11 . vll wl-1I wLu uvvrly Typical Stud Wall Hold Down 26 f 30 24 25 13 14 E I 418[/El Ell TYP. STUD/TRUSS HOLD DOWN ROOF TRUSS U_ 13 ROOF TRUSS @ 24" O.C. 00 @ 24" O.C. I 2X4 DIAGONAL SHIM GAP W/ PLYWOOD OR STUDS o✓ SIMPSON MTS12 + H5 BRACING z @ EVERY TRUSS SIMPSON LTSA24 HETAL16 EACH @ 16„ O.C. o Q GIRDER TRUSS HOLD TRUSS J DOWN HEADER (2)SIMPSON H2.5 OR SP2 TNVALL `� NAIL STUDS TOGETHER @ EVERY STUD _ PER ARCH W/16d NAILS DBL. STUD @ GIRDER VERT. REINF.' BOND BEAM: @ 12" O.C. EACH PLY 2x4 STUDS @ 16" O.0 AT FILLED r KNOCK -OUT (2) SIMPSON CS20 FLOOR TRUSSES CELLS, HOOK BLOCK COURSE SIMPSON LTSA24 @ 24" O.C. AT TOP OF WITH #5 CONT., @ 16 O.C. 2x BLOCKING WALL i GROUTED IN FLOOR SPACE HEADER @ DBL. STUD CMU WALL PER PLAN & DETAILS ; NAIL STUDS TOGETHER (2) SIMPSON CS20 W/16d NAILS o @ DBL. STUD PROVIDE CONT. BOND BEAM AT EACH FLR LEVEL, @ 12" O.C. EACH PLY o SIMPSON CS20 SIMILAR TO THIS DETAIL DIAGONAL 2X4 BRACES `i- Ua z @ EVERY STUD T/ E I ev Wall EVERY OTHER PANEL DBL. STUD @GIRDER 7 AT SHEAR WALLS, TYP. 0 1 "=1'-0" (2) SIMPSON CS20 0 0 FLOOR TRUSSES @ 24" O.C. BLOCK UNDER x 2x BLOCKING 12 STUDS ABOVE IN FLOOR SPACE SIMPSON LTSA24 @ DBL. STUD VARIES @ 32" O.C. (2) SIMPSON CS20 NAIL STUDS TOGETHER @ DBL. STUD W/16d NAILS SIMPSON CS20 @ 12" O.C. EACH PLY @ EVERY STUD 3x4 STUDS @ 16" O.C. (3) SIMPSON SPH4 (1) SIMPSON SP1 OR (1) H3 @ DBL. STUD oz CONTINUOUS BEARING UNLESS NOTED OTHERWISE 0 ¢ SIMPSON HTT5 W/ o z (26)16d x 21/2" NAILS = O 04 04 04 � � TYP. 1/2"DIA. A307 TYP. STUD A.B. @ 24" O.C. TYP. LINTEL RUSS HOLD DOWNTYP. GIRDER n� n HOLD DOWN HOLD DOWN SECTION C-C Gable End Truss Bracing Details ALTERNATE SECTION B-B TYP. WALL n Tvp. 3-Story Bra. Stud Wall & Hold Down TYP. GIRDER HOLD DOWN 1 /2"=1'-0" STRAPPING SCHEDULE SHEET NOTES PLIFT REQUIREMENT 72-.- RECOMMENDED CONNECTOR MODEL NO. ALLOWABLE LOADS 775 LBS LTS12 775 LBS 75-1000 LBS MTS12 1000 LBS 1000 -1455 LBS MTS12 + H5 1455 LBS 1455 - 2000 LBS 2 MTS12 2000 LBS 2000 - 2455 LBS 2 MTS18 + H5 2455 LBS SINGLE -PLY GIRDER 1 HTS20 1450 LBS DOUBLE -PLY GIRDER 2 HTS20 2900 LBS TRIPLE -PLY GIRDER HGT-3 + 2 HTT22 10530 LBS SHEAR WALLS HTT5 W/ 26 16dX2 1/21 5090 LBS HEADER / BEAM ANCHORAGE HEADER SIZE HEADER TO SUPPORT STUDS UP TO 4'-0" 2 SIMPSON MSTA15 ONE EACH SIDE 4'-1" TO 8'-0" (2) SIMPSON MST126 (ONE EACH SIDE) 8'4' TO 12'-0" (2) SIMPSON MST27 (ONE EACH SIDE) A SEE SHEET S4.01 FOR SHEAR WALL SCHEDULE B SEE SHEET A1.04 FOR ASSEMBLY DESCRIPTIONS AND FIRE RESISTANCE RATINGS C ANCHORAGE/STRAPPING FOR ENDS OF SHEAR WALLS IS NOT SHOWN AND IS IN ADDITION TO THAT SHOWN HERE KEY NOTES 01 OVERFRAMING PER FRAMING PLANS & MFR SHOP DWGS 02 SIMPSON MTS12 + H5 AT EACH END OF TRUSS 03 TYP. GABLE TRUSS WEB HEADER / BEAM LEGEND 04 VERTICAL'U BRACE IN TRUSS SYMBOL SIZE DESCRIPTION H-1 (2) 2"xl0" #2 S.Y.P. W/ CONT. 7/16" FLITCH PL. H-2 (3) 2"xl0" #2 S.Y.P. W/ CONT. 7/16" FLITCH PLATES H-3 (2) 2"x12" #2 S.Y.P. W/ CONT. 7/16" FLITCH PL. B-1 (2)1 3/4"x91/2" LVL B-2 (2)1 3/4"xl 1 1 /4" LVL B-3 (2)1 3/4"xl6" LVL B-4 (4)1 3/4"xl6" LVL B-5 (3)1 3/4"xl1 7/8" LVL B-6 (2)1 3/4"xl4" LVL B-7 (3)1 3/4"xl4" LVL 05 2x4 BLOCKING BETWEEN TRUSSES AT KICKER 06 (4)16d NAILS AS INDICATED 07 8d NAILS @ 4" OC AS INDICATED 08 2x4 KICKER @ 4'-0" OC, ATTACH TO FIRST (5) TRUSSES 09 SIMPSON LSTA24 @ 32" OC, TYP. 10 TOENAIL GABLE TRUSS TO T.O. WALL W/ 16d NAILS @ 12" OC -FASTEN H-1, H-2, H-3 , B-1, B-2, B-5 WITH 2 ROWS OF 16d NAILS @ 12" O.C. EACH PLY 11 FOUNDATION: SEE FOUNDATION PLANS &DETAILS -FASTEN B-3, BA B-6, B-7 WITH 3 ROWS OF 16d NAILS @ 12" O.C. EACH 12 SILL PLATE PLY HEADER / BEAM STUD SCHEDULE @ EXTERIOR WALLS SPAN JACKS EA. SD. KINGS EA. SD. REMARK UP TO 4'-0' 1 1 U.N.O. 4'-1" TO 8'-0" 2 2 U.N.O. 8'-l" TO 12'4- 1 3 3 U.N.O. 13 WALL STUDS @ 16 OC, TYP. 14 PROVIDE DOUBLE STUDS UNDER ALL GIRDER TRUSSES AND @ GABLE END TRUSSES 15 SEE HEADER & BEAM STUD SCHEDULE, NAIL STUDS AT BOTH ENDS OF ALL BREEZEWAY BEAMS, PROVIDE IN THE TOGETHER W/ 16d NAILS @EACH PLY @ 12" OC CORRIDOR WALLS: (3) S.Y.P. 3X4 UNDER 2ND FLOOR BREEZEWAY 16 1/2" DIA. A.B. @ 16" O.C., 7" MIN EMBEDMENT, TYP BEAMS, (3) S.Y.P. 2X4 UNDER 3RD FLR BREEZEWAY BEAMS. FASTEN WITH 16d @ 12" O.C. STAGGERED EACH PLY 17 5/8" DIA. A.B. @ DOUBLE STUD LOCATIONS HEADER / BEAM STUD SCHEDULE @ INTERIOR WALLS 18 (1) SIMPSON SP1 OR (1) H3 @ EVERY STUD SPAN 7 JACKS EA. SD. KINGS EA. SD. REMARK UP TO 4'-0' 1 1 U.N.O. 19 SIMPSON HDU8-SDS2.5 @ STUDS AND POSTS 4'-1" TO 8'-0" 2 1 U.N.O. V-1" TO 12'-0" 3 1 U.N.O. 20 (3) SIMPSON SPH4 OR SPH6 AT EXTERIOR WALLS COLUMN SCHEDULE 21 HEADER PER PLAN MBOL SIZE DESCRIPTION C-1 7C-2 31/2" X 31/2" PSL 22 SHIM GAP W/PLYWOOD OR STUDS 31/2" X 51/4" PSL 23 SEE BEAM & HEADER ANCHORAGE SCHEDULE FOR STRAP SIZE (2)SIMPSON HTS20 @ EVERY TRUSS FOR UPLIFT LOAD < 2,900 LBS. 24 DOUBLE TOP PLATE SIMPSON MTS12 + H5 @ 25 (2) SIMPSON H2.5 OR SP2 EVERY TRUSS FOR UPLIFT SIMPSON H10 @ LOAD <1,455 LBS. EVERY TRUSS 26 ROOF TRUSSES @ 24" OC, TYP SIMPSON HCP2 @ CORNER HIP TRUSS SIMPSON LTSA24 27 SIMPSON HCP2 @ GABLE TRUSS, @ 16" OC TYP, NAIL @ 32" O.C. TO TRUSS AND DOUBLE STUDS BELOW (2)SIMPSON H2.5 OR SP2 SIMPSON SP2 28 SIMPSON HTS20 OR HGT-3/HTT22 COMBINATION @ @ EVERY STUD @ EVERY STUD GIRDER TRUSS AS PER STRAPPING SCHEDULE, NAIL TO TRUSS AND DOUBLE STUDS BELOW DBL. STUD DBL. STUD NAIL W/ 16d NAILS 29 (1) SIMPSON MTS12 & (1) H5, EACH TRUSS 2x4 WALL STUDS EACH PLY @ 12" O.C. @ 16" O.C. 30 (2) SIMPSON HTS20 FOR UPLIFT LOADS LESS THAN 2,900 LBS (2)SIMPSON CS20 (2)SIMPSON CS20 @DBL. STUD @DBL. STUD SIMPSON CS20 SIMPSON CS20 @ EVERY STUD @ EVERY STUD 2X4 WALL STUDS DBL. STUD @ 16" O.C. NAIL W/ 16d NAILS DBL. STUD EACH PLY @ 12" O.C. z Z DIAGONAL 2X4 DIAGONAL 2X4 BRACES BRACES EVERY EVERY OTHER PANEL o OTHER PANEL AT AT SHEAR WALLS, TYP. SHEAR WALLS, TYP. FLOOR TRUSSES I FLOOR TRUSSES @ 24" O.C. @ 24" O.C. (2) SIMPSON CS20 SIMPSON CS20 @ DBL. STUD @DBL. STUD SIMPSON CS20 z EVERY STUD z DBL. STUD NAIL W/ 16d NAILS --�0 3x4 WALL STUDS o EACH PLY @ 12" O.C. @16"O.C. (1) SIMPSON SP1 OR (1) SIMPSON SP1 OR (1) H3 EVERY STUD 1 3 @EVERY STUD ��McLik!en .�,.'I 4 - - (1) SIMPSON SP1 OR (1) SIMPSON SP1 OR Ti=iii='�� NEERING GROUP (1) H3 @DBL. STUD (1) H3 @ DBL. STUD FL CofA #7992 TYP. 1/2" DIA. A307 TYP. 1/2" DIA. A307 5728 Major Blvd., Suite 603, Orlando, FL 32819 A.B. @ 16" O.C. A.B. @ 24" O.C. Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com TYP. STUD/TRUSS Typ. HIP GIRDER TYP. GABLE END HOLD DOWN TYP. GABLE END �~ HOLD DOWN HOLD DOWN TRUSS HOLD DOWN WALL @ HIP END WALL @ GABLE END FORU 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 .......... ...... 0 SHEET REVISIONS: EDITED BY: JT S4mO2 Typ. Elevation & Plan Sections 3/4"=1'-0" 1 /4"=1'-0" R.F. Oleck FL aF #521714 ROOF OVERHANG WIND PRESSURE TABLE - ALL BLDG TYPES ROOF ZONE WIND PRESSURE TABLE - ALL BLDG TYPES SHEET NOTES 3 AREA* (SQ. FT.) COEFFICIENT DESIGN PRESSURES (-) AREA* (SQ. FT.) COEFFICIENT DESIGN PRESSURES (+/-) 01 FASTEN PER SHEAR WALL SCHEDULE ON SHEET 10 1.45 -95.27 10 1.45 29.44 -46.84 S4.01, TYP FORUME ROOF ZONE 20 1.45 -95.27 ROOF ZONE 20 1.45 26.83 -45.53 0 (2) 50 1,45 -95.27 (1) 50 1.45 23.35 -43.79 02 SHEATHING PER SHEAR WALL SCHEDULE ON SHEET 100 1A5 -95.27 100 1.45 20.74 -42.49 S4.01, TYP N ARCHITECTURE & INTERIOR DESIGN, INC. 10 1.45 160.37 10 1.45 29.44 -81.49 03 16d NAILS AT 4" OC 32 20 1.45-144.71 ROOF ZONE 20 1.45 26.83 -74.97 35 37 ROOF ZONE PLANNING I ARCHITECTURE I INTERIOR DESIGN (3) 50 1.45-123.98 (2) 50 1.45 23.35 -66.27 0 01 OZ 100 1.45-108.32 100 1.45 20.74 -59.74 04 16d NAILS AT 6" OC o 745 orienta avenue, suite 1121 04 *IF AREA FALLS BETWEEN TWO VALUES INTERPOLATE OR USE PRESSURE ASSOCIATED WITH 10 1.45 29.44 -120.5 altamonte springs, fl 32701 20 1.45 26.83 -112.7 05 16d NAILS AT 12" OC 15 SMALLER AREA ROOF ZONE � phone: 407.830.1400 36 06 fax: 407.830.4143 (3) 50 1.45 23.35 -102.2 06 SIMPSON A35 AT 32" OC (ALTERNATE) 2 AA0002731 100 1.45 20.74 -94.4 6 www.forumarchitecture.com 35 Qg LIFREAFALLS BETWEEN TWO VALUES INTERPOLATE OR USE PRESSURE ASSOCIATED WITHLLERA07 2x10 TOP PLATE AT DOUBLE STUD WALL, TYP Q 08 SHEATHING PER FRAMING PLANS, NAIL PER SHEAR E WALL SCHEDULE ON S4.01 0 C 09 PRE-ENGINEERED WOOD ROOF TRUSS 0 2 m Qg 10 PRE-ENGINEERED WOOD FLOOR TRUSS, PROVIDE 0 -----; LADDER TRUSS WHEN PARALLEL AGAINST EXT. WALL 38 CDX PLYWOOD c------ 7 & DIAGONAL 2x BRACES EVERY OTHER PANEL AT ROOF TRUSS 2 2 _ SHEAR WALLS N 10 ROOF DECK 1O 31 SW 1A BELOW ALIGN W/ SHEAR,\ �, 01 02 WALL OR PROVIDE i 2 2 �' 11 TYP FASTENER PER ANCHORAGE SCHEDULE ON SW-1 A Roof Truss(Braced)INFILL TRUSS @ i - W SHEET S4.02 L 11 SHEAR WALL 1 "=1'-0" i i i i i III I w 34 12 2x4 CONT. NAILED AT EACH TRUSS W/ 2 16d NAILS & L • TOE -NAIL BEFORE SECOND () Meetinghouse F I r. Truss Size Chan a Detail I TYP @ SW-1 A Without Draftstopping, Each End ; i i i ------ ---- �- - 8d NAILS AT 4" OC WHEN AGAINST SHEATHING 1 PLY IS INSTALLED 2 O i i O 2 i i at Zephyrh i I Is �i' Typ. at Breezeway, Unit Truss Perpendicular 1 "=1'-0" 08 i ' ' i �' _ 13 2x4 BLOCKING W/ (2)10d NAILS AT 6" OC TOP PLATE (2)12d NAIL 16" O.C. ; 2 2 l ; �' ; o Senior 09 sw3 ROOF TO TOP FLOOR i i i ��`� I LU 0 14 END BETWEEN TRUSSES W/ (5)16d FACE NAILS PER r CUN w Apartments 0 �' 2 �'^�� 2 1 15 7/16" OSB W/ 10d NAILS AT 6" OC TYP AT EDGES o r at Roo Truss 2 2 ro 7 _ _ - " 1 "-1'-0" �` ,y! 16 2x4 BRACE AT 32" OC W/ (5) 8d NAILS AT EACH END & o Truss Parallel To Wall=----- 2 ----- `�I EAVE 2-V (2) 8d NAILS FROM FLOOR DECKING. PROVIDE 2x4 City of Zephyrhills, FL _ BLOCKING AT EACH BRACE TOE NAILED INTO 0 3/4" T&G O.S.B. d --------------------- - a = 7'-0° TRUSSES W/ (4)16d NAILS AT EACH END o ZONE N 11 S4.03�, CORNER OF HIP ROOF SHEATHING DIAGRAM 17 2x4 CONT. Wl 2 10d NAILS AT EACH SUPPORT 23 05 06 (2)16d @ 12" O.C. d 18 SIMPSON HTT5 W/ (26)16d x 21/2 NAILS NTIL22 TRUSS EVERED 2nd TO 3rd FLR. PANEL EDGES PANEL FIELD o ALIGN TRUSS W/WALL 0 10d NAILS @ 4" Q.C. 10d NAILS @ 6" O.C. 19 1/2" DIA A307 AB 0. OR PROVIDE KNEE Q 10d NAILS @ 4" O.C. 10d NAILS @ 4" O.C. 20 DOUBLE STUDS BOTH SIDES OF BREAK Q n WALL W/DIAGONAL 2X BRACING @ N 05 SHEAR 10d NAILS @ 3" O.C. 10d NAILS @ 3" O.C. 21 PLUMBING VENT STACK 3 21 W-1 w 1 11 sw 3 WALLS NOTE: USE 10D RING SHANK NAILS IN ZONE 3 IF MEAN ROOF 08 22 HAND FRAME DBL VERTICAL MEMBERS IN TRUSS ON 00 (2)16d @ 8" O.C. HGT. IS GREATER THAN 25' BOTH SIDES OF BREAK (TO BE VERIFIED WITH TRUSS r 20 01 02 1st TO 2nd FLR. ENGINEER) 0 Af SW-1 A Roof Truss(Sheathed SW-3 at Floor Truss Roof Fastenin Zone Plan 23 SIMPSON MST160AT 1ST TO2ND FLR SIMPSON CS-16 10 G CA 1 "=1'-0" 6 1 "=1'-0" � 1/16"=1'-0" AT 2ND TO 3RD FLR o SET DISTRIBUTIONS: Typ @ Corridor, Cont. Draftstopping per Arch. Truss Parallel To Wall Typical 0. 24 (2) SIMPSON CS-20 " 11125109 !___ProgressSet 20 a 12/09/09 60% Progress Set 32 25 FILL-IN TRUSS W/ VERTICALS AT SAME LOCATION AS `� 12117109 Bid Set 21 WALL STUDS o 03102110 Permit Set ..._... w 01 02 03 32 26 DBL JACK STUDS UNDER BEAM 18 ,.................- 15 04 27 FULL KING STUD ON BOTH SIDES OF BEAM N_ - - 28 BEAM SUPPORTING MID LANDING OF STAIRS C � 19 U 29 DBL TOP PLATE........................... .. a 09 08 10 30 SILL PLATE 21 SHEET REVISIONS: CD Brzw . Shear Wall Break 05 06 04 0 - _. .......... .. �' 13 31 (2) 2x12 LEDGER ATTACHED THROUGH - o at Plumbing Vent ENDS LAG o SPACING) LT AC _ .. .. PACIN )W/0X6 BOLTS H N 07 i�:"_ I:. PROVIDE TIGHT FITTING VERT. INFILL MEMBERS AS 4-9 07 NECESSARY IN LADDER TRUSS CONDITIONS J N 10 38 10 PROVIDE INFILL .... _ r Q �° Ml 31 AS NECESSARY @ 01 02 01 02 32 WOOD STUD PER FRAMING PLAN E ALL LAG BOLT , a 28 01 02 32 33 BLOCKING AS NEEDED TO FILL SPACE LOCATIONS o 24 34 BOTTOM EDGE OF SPECIFIED SHEATHING. 28 FIr. Truss Size Change Detail SW-2 at Roof Truss Detail SW-2 FIr. Truss BlockingDetail SHEATHING INZONE3SHALLSPANOVER(4) a -- - q 9 1,�_1, 0„ 5 1„_1� 0„1 1� 0„ TRUSSES MIN. N o Typ. at Breezeway, Unit Truss Parallel Typ., Parallel Ty p., Parallel 35 PROVIDE ONE ROW OF HORIZONTAL 2X4 BRACING AS 27 SHOWN EVERY 10'-0" PERPENDICULAR TO SPAN OF - 32 TRUSS INCLUDING T&B OF TRUSSES (LAP SPLICES - 2 32 TWO TRUSSES) 0 ..... 0 26 26 01 02 32 y ..... ..... .... ..-- .... 100 N 36 2X4 CROSS BRACING SPANNING (3) TRUSSES AT - w3 12 03 04 BOTH ENDS OF SHEAR WALL y 04 16 0 ....................... _ _ ....... ... _.._ . ;, 17 12 37 (2)16d NAILS U CL 0 30 0 EDITED BY: �T Q :• :• � ". ° °° 38 TOP CHORD BEARING BREEZEWAY TRUSS N L :3 0 30 10 01 02z PROJECT NO. 09-2587 ~� 10 10 AMcLik!en25 cll �lllNEERING 24 ° 10 �Tiuly GROUP o Framin Detail . Z 04 ° FL CofA#7992 0_..........._.._.....__............. ...._...__._.................. S& W771 5728 Major Blvd., Suite 603 Orlando, FL 32819 - n 1 W Roof Nailing ,- _ Z d 29 Web Site: www.mgmclaren.com - 10 -� ¢ 24 29LU 101102 o............... it 03 o AIT (Di 01 02 a L % Q Mid -Landing Beam Connection FIr. Truss Size Change Detail Fir. Truss Blockin Detail Flr. Truss BracingDetail D S4.03 U R 3/4"-1'-0" 1 "-1'-0" 4 1 "-_ 1'-0" 1 1 "-1'-0" !� ' �- at Brzwy. Wall Typ. at Breezeway, Unit Truss Perpendicular Typ. at End Wall, Perpendicular Typ. at End Wall, Parallel RTC. e;erk Fl-?E #52514 = BUILDING TYPE: I(C.C.) ATTIC SPACE: A 111111110BUILDING TYPE: I(C.C.) ATTIC SPACE: B 0 BUILDING TYPE: I(C.C.) ATTIC SPACE: C a BUILDING TYPE: I(C.C.) ATTIC SPACE: D SHEET NOTES REQUIRED NFA VENTILATION Attic area (Including Soffit): 7256 SF NFA reqd (Attic Area / 150): 48.4 SF Total reqd ventilation area in SI (Net Free Area X 144): 6970 SI Upper portion regd (Total Reqd Vent Area X 50%): 3485 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 3485 SI PROVIDED NFA VENTILATION - UPPER ( 0) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 0 SI - (1 � 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 3570 SI ' Total Provided: 3570 SI PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board Soffit Area of soffit: 256 LF NFA of soffit material per LF: 5 SI Total NFA of soffit material used: 1280 SI ADDITIONAL VENTILATION MFR: Master EAC Model:l6"x8" Rectangular Vent Number of vents to be used 34 Vents NFA of additional soffit vents(ea): 65 SI Total NFA of additional soffit material used: 2210 SI Total provided: 3490 SI rn a; 0 a M M 0 M d CU 0 0 N N M C 0 a 0 a REQUIRED NFA VENTILATION Attic area (Including Soffit): 272 SF NFA reqd (Attic Area / 150): 1.8 SF Total reqd ventilation area in SI (Net Free Area X 144): 260 SI Upper portion reqd (Total Reqd Vent Area X 50%): 130 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 130 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 SI/vent = 0 SI Total Provided: 138 SI PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board Soffit Total soffit material to be used: 66 LF NFA of soffit material per LF: 5 / LF Total provided: 330 SI REQUIRED NFA VENTILATION Attic area (Including Soffit): 292 SF NFA reqd (Attic Area / 150): 1.9 SF Total reqd ventilation area in SI (Net Free Area X 144): 274 SI Upper portion reqd (Total Reqd Vent Area X 50%): 137 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 137 SI PROVIDED NFA VENTILATION - UPPER (2) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 276 SI ( 0) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 0 SI Total Provided: 138 SI PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board Soffit Total soffit material to be used: 37 LF NFA of soffit material per LF: 5 / LF Total provided: 185 SI REQUIRED NFA VENTILATION Attic area (Including Soffit): 106 SF NFA reqd (Attic Area / 150): .7 SF Total reqd ventilation area in SI (Net Free Area X 144): 100 Si Upper portion reqd (Total Reqd Vent Area X 50%): 50 Si Lower portion reqd (Total Reqd Vent Area - Upper Portion): 50 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 SI/vent = 0 Si Total Provided: 138 SI PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board Soffit Total soffit material to be used: 10 LF NFA of soffit material per LF: 5 / LF Total provided: 50 SI AREA "D" „B" Draft Barrier Area Diagram Square Footages of Individual Areas Shown N.T.S. 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"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(J3)'2X4'# 25.YP. STUDS GNDDER-EACH S(DE"OF-BE IN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH 1 LY P OV DE CO TI U US Y TO F U D 10 . 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. 0 LEGEND WALLS BELOW INT. LOAD BRG. WALLS SW-1 SHEAR WALLS, HOLD DOWNS = — D CONT. DRAFTSTOPPING HEADER OR BEAM - - PREFAB. WOOD TRUSS ,max 1 RATED ATTIC ACCESS DOOR ® 4' TAMCO OFF -RIDGE VENT © 6' TAMCO OFF -RIDGE VENT 0 COLUMN REF. PER S4.02 KEY PLAN -MC NRPW ren _ a �I=III= -w-W ENGINEERING '11=11_I „00 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. 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 i I SET DISTRIBUTIONS: lei SHEET REVISIONS: nation EDITED BY: JD PROJECT NO. 09-2587 Partial Second Floor Framing Plan & Roof Framing Plan- Building Type I 1 /8"=1'-0" F. Oleck. FL PE #52514 S4.11 SHEET NOTES CD 0) 11 rn Q CM 7 0 M cu 0 0 N N co 0 0 a— Partial Second Floor Framing Plan - Building T c I 09 TYP. N cIco w zl UI Q z I D D D D I IL I Jul I I I L.II NI � iI I, 1 /8"=1'-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 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 SWA 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 11N )-2X4'# 2-S.Y'P. STUDS 7ND-REACH SYDE"OFBE BREEZEWAY WALL. NAIL WITH 16d @ 12" OCEACH Y P OV DE CO TI UOUS Y TO F U D 10 . 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—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 X I vwren =111=111 �� �1=III= titYs ENGINEERING 111=1111 GROUP FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmelaren.com R.F. Oleck FL PE #52514 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 .......................................................................................................... 0 SHEET REVISIONS: 1 MISC, COORDINATION .............................. PROJECT NO. 09-2587 S4.12 '1111171 mill 111 I I ' I' I I I I I I I 'I 1 1 — .I IJu!'1111IMI.. 1;P ! -- - - - -- - I----- - - --- ----- I I. I ' 1rf1 1 1 1 1 I 1 1 1 11 1 - -- - - - -I - -- - -- -- co 0) I co U) a M N CU 0 0 N N CM c O 0 0- M 0 r 0 LO N 'c 0 U 7 O LL 00 u7 N r` N L .G 0- a) a) 0 L m H Z W ry Q d Q �NN I..L O J GZ G U d QI �I ........ I I.................. .......... f III I UNIT I I Partial Third Floor Framing Plan - Building Type I 1 /8"=1'-0" not 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 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) X4 2 . . . U S ND R OF E IN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH 1 LY P OV DECO TI UOUS Y TO F U D 10 . 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 = — ° 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 �'AatffAaren =III=III �� ENGINEERING i-11=UI Y 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 A V (ro IR,F. Fleck FL PG #5251i 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: 1.1125109 Progress Set 12/09109 60% Progress Set., 12/17/09 Bid Set .................... 03I02110 Permit Set .............. SHEET REVISIONS: EDITED BY: U z PROJECT NO. 09-2587 J 111 L.'P1 1..1. I _-..._..... _. ___ ,.u.11 1 _.,I U a N a; N CU 0 0 N N M c 0 0 0 U ICI I'f' A i IIIH_ 4.03 I I I I I I I I I I I L L 1-1 B-1 * SW_1� B-1 B-1 B-1 SW_1_ SW-1 B-1 B-1 I::firt — — • 1 Partial Third Floor Framing Plan - euildin Tvae I ' I _M lqt 't U) I cn w z J I— 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 WI 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, 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) X4 2 . . . U S ND R A OF E IN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH 1 LY P OV DECO TI U US Y TO F U D 10 . 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 = — CONT. DRAFTSTOPPING - HEADER OR BEAM - - PREFAB. WOOD TRUSS I``-----71'1 X I RATED ATTIC ACCESS DOOR ® 4' TAMCO OFF -RIDGE VENT © 6' TAMCO OFF -RIDGE VENT 0 COLUMN REF. PER S4.02 KEY PLAN __F"k iren �Il�lllllc � McLENGINEERING 111=111 Y 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 Oleck FL PE #5261 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 11/25109__....._....Progress Set....... 12109.109 t%0%Progress Set 12117109 Bid Set 03102110 P Permit Set ......._.............. _.........._.._.. _..................-. SHEET REVISIONS: RDINATION........ _._...._._...... EDITED BY: U z PROJECT NO. 09-2587 0) ca U LO 0 0) N ca 0 0 N N M c 0 0 d LO 0 co LO N C O U 7 O d co LO N Cn O t A L 0_ a) a� O m Cn H .z Lu H _Q d g ¢ Fy 0 J LL z ¢ 0 a = 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 / 150): 8.7 SF NFA regd (Attic Area / 150): 9.4 SF Total reqd ventilation area in SI (Net Free Area X 144): 1252 SI Total regd ventilation area in SI (Net Free Area X 144): 1354 SI Upper portion reqd (Total Reqd Vent Area X 50%): 626 SI Upper portion regd (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 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: 112 LF Area of soffit: 80 LF NFA of soffit material per LF: 5 SI NFA of soffit material per LF: 5 SI Total NFA of soffit material used: 560 SI Total NFA of soffit material used: 400 SI ADDITIONAL VENTILATION ADDITIONAL VENTILATION MFR: Master EAC Model:l6"x8" 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 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 Total provided: 690 SI Total provided: 725 SI Partial Roof Framing Plan - Building Type I O O O O O U_ U U_ U_ LL_ AREA 0 AREAM AREA 0 AREAm AREA 11F "Ell "D" "Ell "Ell Draft Barrier Area Diagram Square Footages of Individual Areas Shown AREA ncll AREA 0 _r llG,. AREA .l H,. N.T.S 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"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 1'-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(13)2X4'#2-N&Y`P. STUDS l7NDDT-R-EACH SME"OF'BE IN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH 1 LY P OV DE CO TI UOUS Y TO F U D 10 . 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 = — 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 --F' h' AV'JA _ wren =III=111 �� �I=111= HIV ENGINEERING r11=111'�� GROUP q = y FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com R.F. O!eck FL RE # 52514 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 Zephyrh i I Is Senior Apartments City of Zephyrhills, FL I SET DISTRIBUTIONS: 11125109 Progress. Set.... . 12109109 60% Progress Set _ 12117/09 Bid Set 03I02110 Permit Set EDITED BY: S4.15 iv 0 U) a N 0 0 N N M c 0 0 a m 7 O 00 LO N c O U O O a LO N L a O Cn O 7 O s a� co Z w H d Q a 0 O J LL Z Q U n 0 BUILDING TYPE: I ATTIC SPACE: A 0 BUILDING TYPE: I ATTIC SPACE: B M BUILDING TYPE: I ATTIC SPACE: C E BUILDING TYPE: II ATTIC SPACE: D M 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 reqd (Attic Area / 150): 6 SF NFA reqd (Attic Area 1150): 5.9 SF NFA reqd (Attic Area / 150): 7.2 SF NFA reqd (Attic Area 1150): 9.3 SF NFA reqd (Attic Area 1150): 7.0 SF Total reqd ventilation area in SI (Net Free Area X 144): 864 SI Total reqd ventilation area in SI (Net Free Area X 144): 850 SI Total regd 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 reqd ventilation area in SI (Net Free Area X 144): 1008 SI Upper portion reqd (Total Reqd Vent Area X 50%): 432 SI Upper portion reqd (Total Reqd Vent Area X 50%): 425 SI Upper portion reqd (Total Reqd Vent Area X 50%): 519 SI Upper portion reqd (Total Reqd Vent Area X 50%): 670 SI Upper portion reqd (Total Reqd Vent Area X 50%): 504 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 432 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 425 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 519 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 670 SI Lower portion reqd (Total Reqd 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 SI/vent = 276 SI ( 2) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 276 SI ( 1 ) 4 Ft Tamco Off -Ridge Vents X 138 Sllvent = 138 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 ( 1 ) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 210 SI ( 1 ) 6 Ft Tamco Off -Ridge Vents X 210 Sl/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 Sllvent = 420 SI ( 2) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 420 SI Total Provided: 486 SI Total Provided: 486 SI Total Provided: 558 SI Total Provided: 696 SI 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: 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 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 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 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 SI 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"W' Rectangular Vent MFR: Master EAC Model:16"x8" Rectangular Vent MFR: Master EAC Model:16"W' Rectangular Vent MFR: Master EAC M©del:16"x8" Rectangular Vent MFR: Master EAC Model:16"x8" 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 SI NFA of additional soffit vents(ea): 65 SI 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: 130 SI Total NFA of additional soffit material used: 260 SI Total NFA of additional soffit material used: 325 SI Total NFA of additional soffit material used: 455 SI 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 0 BUILDING TYPE: I ATTIC SPACE: F REQUIRED NFA VENTILATION Attic area (Including Soffit): 1318 SF NFA reqd (Attic Area 1150): 8.8 SF Total reqd ventilation area in SI (Net Free Area X 144): 1268 SI Upper portion reqd (Total Reqd Vent Area X 50%): 634 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 634 SI PROVIDED NFA VENTILATION - UPPER ( 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 Total Provided: 696 SI (I Un PROVIDED NFA VENTILATION - LOWER 7 7 MFR: Hardie Model: Perforated Cement Board Soffit U I C/) Area of soffit: 87 LF W NFA of soffit material per LF: 5 SI Z Total NFA of soffit material used: 435 SI J ADDITIONAL VENTILATION U MFR: Master EAC Model:16"W' Rectangular Vent a 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 Total provided: 695 SI AREA AREA AREA AREA AREA AREA AREA licit licit 0 o 0 0 0 0 GABLE Partial Roof Framina Plan - Buildina TVDe I GABLE GABLE AREA of AREA of AREA of AREA of AREA of AREA "Fit ,Ell T11 "Ell "Ell "Dill III \ In w rY: w- A uww M:w-Y_..�� Square Footages of Individual Areas Shown GABLE AREA "Hit CD I U') I/t/� t/� co I W W N.T.S Z HI 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"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 V-0" AFTER METER CENTER, PROVIDE 2X6 WALL AT METER CENTER. CONTRACTOR TO COORDINATE LOCATIONS AND LENGTH OF METER CENTER WALL i 3) X4 2 ... U S ND R OF E N BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH LY P OV DECO TI UOUS Y TO F U D 10 . 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-1SHEAR WALLS, HOLD DOWNS = — D CONT. DRAFTSTOPPING HEADER OR BEAM - - PREFAB. WOOD TRUSS r71-----�,I x" i RATED ATTIC ACCESS DOOR ® 4' TAMCO OFF -RIDGE VENT — 6' TAMCO OFF -RIDGE VENT ❑c- COLUMN REF. PER S4.02 KEY PLAN �,Aalvwx,McL'k!en 1Iclll= �NEERING 'liffi 1 N00%, 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 i .F. Oleck FL PE #52514 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN i 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 i SHEET REVISIONS: 01125110 1 MISC. COORDINATION L ............. ...... Building Type ............... Partial Roof Framing Plan ............................................ _... _. _.................. S4.16 I 'A U11 11.111I 11 1.1 !I _ "1 1.1 - - 11 _ - L __I.- - - I 1141'111'1111 Ilii 11 1 1 1 1 1 111 1 1 1 1.1 1 1:....1 11 SHEET NOTES (0 rn _II U U) Q 0 N CIO T 0 0 N N M c 0 0 v� N O ti 00 LID N C O ._U. O O 0.. OD LO N r✓ U) Partial Second Floor Framina Plan - Buildina T ell Iw z IJ U la �.J - -- - -1-019 w J U QI OW-1 I I I I 2 1I II I I Partial Second Floor Framina Plan - Buildina T i i iWrT'r n B-1 IF l r r-. TYP. = I I I 12 1 `� I? 5493 _ I 1 ILTB-11 SW-1 1 fiS 1—H-1I SW 1 14 I -B-1HrH I°1 I I H ,H- cn I IIIIIIIIIi llllll 11 I111 S 3. r7rc r do ,I o � I I'IQ I I I I I I I I II l l al __::_ I ....I.... l I I I l I Bill I:II fnl I I I I I I I H-1 .I--. I_......... I. I -- I N I "I I I[ I I I I I I �Io± U I I ti Iim1 1 1 1 1 1 1 = I I it I I I I I I 1' cn I I I I 1 /8"=1'-011 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 LINO, 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 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 12 3) X4 2 . . . U S ND R A OF E IN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH 1 LY P OV DE CO TI UOUS Y TO F U D 10 . 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 = —°—°—°—°— CONT. DRAFTSTOPPING HEADER OR BEAM — — PREFAB. WOOD TRUSS max' i RATED ATTIC ACCESS DOOR LI----- �:J 4' TAMCO OFF -RIDGE VENT © 6' TAMCO OFF -RIDGE VENT COLUMN REF. PER S4.02 KEY PLAN -1 "' •���A McL'k!en �/NEERING 111=III 2::t GROUP nl_ Y FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com rm_ KF. Oleck FL PE #52514 FORunn■ 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 A 01125190 . _1....__ S4.21 I!'I I I l ,n lli I P I II 1 1 1'! I I N 1 l ! II 111111111 .,111nVflA11119 �� ! I I i I Ik , I _ll_ SHEET NOTES CD CD cu U to N N cu 0 0 N N M O O a. N N It O r- co LO N C O U 7 O d i co CL O m U) _Z LU Q . p O J LL Z ¢ U 0.. w z J U H Q Sw_ 1 B-1 B-1 1-7 SW-1 I I I w-1 y SW-1 Partial Third Floor Framing Plan - Building Type II Partial Third Floor Framing Plan - Building T ell w z J Q 1 /8"=1'-0" 11 �a� lJ LJ '�� �a ,, = • LJ �a � ,� W-1 09 06 = + + + I = TYP. TYP. B-1 1 /8"=1'-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 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 LINO, 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'-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(13)'2X4'# 2S.Y7P. STUDS QNDER EACH STDE"OFBE IN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH 1 LY P OV DECO TI UOUS Y TO F U D 10 . 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 TNT. 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 Allftk"T" 0%~ NEERING 41i�iII1,V 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 R.F. Oleck FL PE #52514 �- - - 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: Set Tress Set 12117109 Bid Set _.._ _ ............ 03102110 Permit Set i Building Type ' Third Floor J Framing Plans i S4.22 BUILDING TYPE: II ATTIC SPACE: A = BUILDING TYPE: II ATTIC SPACE: B E BUILDING TYPE: II ATTIC SPACE: C REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION Attic area (Including Soffit): 1110 SF Attic area (Including Soffit): 1656 SF Attic area (Including Soffit): 1080 SF NFA reqd (Attic Area 1150): 7.4 SF NFA regd (Attic Area / 150): 11 SF NFA reqd (Attic Area 1150): 7.2 SF Total regd ventilation area in SI (Net Free Area X 144): 1066 SI Total reqd ventilation area in SI (Net Free Area X 144): 1584 SI Total reqd ventilation area in SI (Net Free Area X 144): 1037 SI Upper portion regd (Total Reqd Vent Area X 50%): 533 SI Upper portion reqd (Total Reqd Vent Area X 50%): 792 SI Upper portion reqd (Total Reqd Vent Area X 50%): 519 SI Lower portion regd (Total Reqd Vent Area - Upper Portion): 533 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 792 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 519 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 ( 0) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 0 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 ( 4) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 840 SI ( 2) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 420 SI - Total Provided: 558 SI Total Provided: 840 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: 75 LF Area of soffit: 100 LF Area of soffit: 48 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: 375 SI Total NFA of soffit material used: 500 SI Total NFA of soffit material used: 240 SI ADDITIONAL VENTILATION ADDITIONAL VENTILATION ADDITIONAL VENTILATION MFR: Master EAC Model:16"x8" Rectangular Vent MFR: Master EAC Model:16"x8" Rectangular Vent MFR: Master EAC Model:16"x8" Rectangular Vent Number of vents to be used 3 Vents Number of vents to be used 5 Vents Number of vents to be used 5 Vents 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: 195 SI Total NFA of additional soffit material used: 325 SI Total NFA of additional soffit material used: 325 SI Total provided: 570 SI Total provided: 825 SI Total provided: 565 SI BUILDING TYPE: II ATTIC SPACE: D BUILDING TYPE: II ATTIC SPACE: E 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 regd (Attic Area / 150): 5.79 SF NFA reqd (Attic Area / 150): 7.6 SF Total reqd ventilation area in SI (Net Free Area X 144): 1340 SI Total reqd ventilation area in SI (Net Free Area X 144): 834 SI Total regd ventilation area in SI (Net Free Area X 144): 1101 SI Upper portion regd (Total Reqd Vent Area X 50%): 670 SI Upper portion reqd (Total Reqd Vent Area X 50%): 417 SI Upper portion regd (Total Reqd Vent Area X 50%): 550 SI Lower portion regd (Total Reqd Vent Area - Upper Portion): 670 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 417 SI Lower portion regd (Total Reqd Vent Area - Upper Portion): 550 4 SI PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER 4 ( 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 ( 1 ) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 138 SI 4 ( 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 SI/vent = 420 SI Total Provided: 696 SI Total Provided: 486 SI Total Provided: 558 SI 4 PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER i MFR: Hardie Model: Perforated Cement Board Soffit MFR: Hardie Model: Perforated Cement Board S it MFR: Hardie Model: Perforated Cement Board S it 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:16"x8" Rectangular Vent MFR: Master EAC Model:16"x8" Rectangular Vent i 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 4 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 SI Total provided: 695 SI Total provided: 1 455 SI Total provided: 1 590 SI 0 BUILDING TYPE: II ATTIC SPACE: G = BUILDING TYPE: II ATTIC SPACE: H 0 BUILDING TYPE: II 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 reqd (Attic Area / 150): 6.8 SF NFA regd (Attic Area / 150): 10.3 SF NFA regd (Attic Area / 150): 0.6 SF Total regd ventilation area in SI (Net Free Area X 144): 986.9 SI Total reqd ventilation area in SI (Net Free Area X 144): 1489 SI Total regd ventilation area in SI (Net Free Area X 144): 88 SI Upper portion regd (Total Reqd Vent Area X 50%): 493 SI Upper portion regd (Total Reqd Vent Area X 50%): 744 SI Upper portion regd (Total Reqd Vent Area X 50%): 44 SI Lower portion regd (Total Reqd Vent Area - Upper Portion): 493 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 744 SI Lower portion reqd (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 SI/vent = 420 SI ( 3) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 630 SI ( 0) 6 Ft Tamco Off -Ridge Vents X 210 Sllvent = 0 SI Total Provided: 558 SI Total Provided: 768 SI Total Provided: 138 SI PROVIDED NFAVENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board So it MFR: Hardie Model: Perforated Cement Board So 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:l6"x8" Rectangular Vent Number of vents to be used 6 Vents Number of vents to be used 8Vents NFA of additional soffit vents(ea): 65 SI 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 m U f1) - CU 0 0 N N M c 0 0 r z Q U ry 0.. I'cl I I I I I I I I I I I I MATCHLINE I !'_AQI a bHGLt -- Partial Roof Framing Plan - Building Type II reU\_ M AREA AREA = AREA ARE "/III a IIDII U VICII "Ell a U_ O AREA o AREA ; AREA AREA IIDII IIDII IIDII II/'�II D Q �J Draft Barrier Area Diagram Square Footages of Individual Areas Shown IIiII AREA AREA AREA IIDII IIDII ru "All AREA of AREA of AREA "Hfl IIDII IIDII Partial Roof Framing Plan - Building Type II 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 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 o: � I' 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 j 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 I I 0 I 09 FLOOR TRUSS TO HAVE ADDITIONAL DIAGONAL BRACES DUE TO SHEAR WALLS II � 10 ALUM GUTTERS &DOWNSPOUTS, TYP. 11 SW-1 SHALL STOP V-0" BEFORE ELECTRICAL METER CENTER AND BEGIN 1'4" AFTER METER CENTER. PROVIDE 2X6 WALL AT METER CENTER. CONTRACTOR Tlt TO COORDINATE LOCATIONS AND LENGTH OF METER °CE CENTER WALL I 22P 4 2... U S ND R A OF E I EEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH 0. OV DECO TI UOUS Y TO F U D 10 13 STEP UP IN ROOF TRUSS; REFER TO RCP AND I' SECTIONS I Q �I I' 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 w EACH INTERSECTING WALL OR UNTIL WALL ENDS z 15 ALIGN RIDGE WITH CORNER OF UNIT WALL 10 16 20" DEEP PREFAB WD FLR .TRUSS AT 16" OC 12 1/8"=1'-091 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-11_ SHEAR WALLS, HOLD DOWNS = — CONT. DRAFTSTOPPING - HEADER OR BEAM - - PREFAB. WOOD TRUSS I max' I RATED ATTIC ACCESS DOOR ® 4' TAMCO OFF -RIDGE VENT © 6' TAMCO OFF -RIDGE VENT 0 COLUMN REF. PER S4.02 KEY PLAN 1 /8"=1'-0" �AkluxAwren =III=III �� ENGINEERING i—Iffl-11 mo%, 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 3 m TFORUME n r 2 A ARCHITECTURE & INTERIOR DESIGN, INC. N PLANNING ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 06 fax: 407.830.4143 L' AA0002731 at www.forumarchitecture.com r U Meetinghouse E at Zephyrhills Senior 0 Apartments N a 8 E City of Zephyrhills, FL 0 SET DISTRIBUTIONS: 11/25109......,. Progress Set...... - ___....... 12109109 60%Progress Set. _..12/17109......: Bid_Set 03/02110....._ Permit Set ........ S4.23 IR.F. Oleck IFL PE 4525141 J CD rn _ n a� U co a M M N f0 O O N N M C O S0) O d O T- M 't O I- co LO SN C O U .D O ti 00 M N co a a� Q m O a� CIO Z LU F- Q d a .o 0 J Z Q U d H_1 (�j i.:Z 7 . l: I I I 11 I II f I I I I t M I l'- I I I I I I 1 I_ l �- I l l L :--a I I I I I! I r�lli I' I, KEY NOTES SHEET NOTES 12(3) X4 2 U S ND R A OF E A REFER TO SHEETS S4.02 FOR SHEAR WALL HOLD IN BREEZEWAY WALL. NAIL WITH 16d @ 12" OC EACH DOWN DETAILS. 1 LY P OV DECO TI UOUS Y TO F U D 10 . 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 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"x36" SELF CLOSING DRAFT STOP ACCESS DOORS INT. LOAD BRIG. WALLS * Sw_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—D— CONT. DRAFTSTOPPING - HEADER OR BEAM 06 20" DEEP PREFAB WD FLOOR TRUSS AT 24" OC TYP - - PREFAB. WOOD TRUSS AT UNITS, UNO r`_'.1 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 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 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 TTTl I I �IICI I I I 1�1�e1�V_ II 113 —P'I 11e, I�f 11I-I� I I IiiII1�° tP'�is 1I t U aa� iii�i�i �, 1 �Li � i �I Li i1� L'Ir�l I I I � Sw-1� � SW-1 4 S4.03 09 P. * H-1 I I I I I •A:v � ren =III=111�.. a t1=111= �I'�I ENGINEERING MII�III_I Y 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 Second Floor Framing Plan - Building Type III [R.F. Oieck FL PE #52514 FORUM r 0 N ARCHITECTURE & dc INTERIOR DESIGN_ INC_ .y 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 SET DISTRIBUTIONS: 11125109 Progress Set _12109109 60% Progress Set. 12117/09 Bid Set 03102110 Permit Set ............... ._.._ ._ ........ ............. _...... .._............ _ _.._.......................... ._.._..__ ........_...._................ ......................... .......... ............. _........... _....... ........._................................._............_................_..._........ .................. ................ ....._.... _..._..._.. ............. SHEET REVISIONS: 01.1.25110 1 .. Misc, Coordination ., J EDITED BY: PROJECT NO. 09-2587 S4.31 cn cn CD I. a (M d' N cu O T 0 N N c) C O N O d N M d' O r- co u7 N C O U 7 O d lf) N A co co 0 cm (D U) Z W ►10 SW-1 B-1 -�I IT I I I I sw-1 I I I I *SW-1 y Third Floor Framina Plan - Buildina T B-1 KEY NOTES 12 3) X4 L2"f U S ND R A D OF EIN BREEALL. NAIL WITH 16d @ 12" OC EACH LY P O TI UOUS Y TO F U D 10 . 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 ><' i RATED ATTIC ACCESS DOOR 4n----- �J ® 4' TAMCO OFF -RIDGE VENT © 6' TAMCO OFF -RIDGE VENT COLUMN REF. PER S4.02 � 08 TYP SW-1 � SW-1� � SW-1� �— SW-1�y 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 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 LINO, 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 B-1 4 S4,03 1= I I I 1= 09 P. - , sw-1 T I I !:T I I[ I I I I I :fcn �I�a1 SW-1�y •���� wren �11111�1111 ENGINEERING MI�H Y 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 1 /8"=1'-0" 0 Cleck FL PI=1+52514 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING 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 i SET DISTRIBUTIONS: 0 SHEET REVISIONS: 1 !' MISC. COORDINATION EDITED BY: U z PROJECT NO. 09-2587 Buld.i.ng Type Third Floor Framing Plan ......... ................ S4.32 I I I lilt j I :l I_,, 11 I I.I ' I I_ I 111 1 1 - �. 1 II BUILDING TYPE: III ATTIC SPACE: A BUILDING TYPE: III ATTIC SPACE: B =BUILDING TYPE: III ATTIC SPACE: C 0 BUILDING TYPE: III ATTIC SPACE: D BUILDING TYPE: III ATTIC SPACE: E KEY NOTES SHEET NOTES REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION 12 3) X4 2 . . . U S ND R A OF E A REFER TO SHEETS S4.02 FOR SHEAR WALL HOLD Attic area (Including Soffit): NFA reqd (Attic Area / 150): 1118 7.5 SF SF Attic area (Including Soffit): NFA Area / 150): 873 SF Attic area (Including Soffit): 1081 SF Attic area (Including Soffit): Area / 150): 1092 SF Attic area (Including Soffit): 1364 SF IN BREEZEWAY WALL. NAIL WITH 16d @ 12„ OC EACH DOWN DETAILS. reqd (Attic 5.9 SF NFA reqd (Attic Area / 150): 7.2 SF NFA reqd (Attic 7.3 SF NFA regd (Attic Area / 150): 9.1 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 Total reqd ventilation area in SI (Net Free Area X 144): 1037 SI Total reqd ventilation area in SI (Net Free Area X 144): 1048.3 SI Total reqd ventilation area in SI (Net Free Area X 144): 1309 SI 1 LY P OV DECO TI U US Y TO F U D 10 . Upper portion reqd (Total Reqd Vent Area X 50%): 540 SI Upper portion reqd (Total Reqd Vent Area X 50%): 425 SI Upper portion regd (Total Reqd Vent Area X 50%): 519 SI Upper portion reqd (Total Reqd Vent Area X 50%): 524 SI Upper portion reqd (Total Reqd Vent Area X 50%): 654 SI B REFER TO SHEET S4.00 FOR FRAMING GENERAL Lower portion regd (Total Reqd Vent Area - Upper Portion): 540 SI Lower portion regd (Total Reqd Vent Area - Upper Portion): 425 SI Lower portion regd (Total Reqd Vent Area - Upper Portion): 519 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 524 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 654 SI 13 STEP UP IN ROOF TRUSS; REFER TO RCP AND NOTES PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER PROVIDED NFA VENTILATION - UPPER SECTIONS s ( 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 ( 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) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 276 SI C SEE SHEET S4,02 FOR HEADER &BEAM SCHEDULE & (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 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 SI Total Provided: 558 SI Total Provided: 486 SI Total Provided: 558 SI Total Provided: 558 SI Total Provided: 696 SI 14 ALL CORNERS MARKED (4 LOCATIONS): USE (2) 2X6 SUPPORTS _ PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board Soffit PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Soffit PROVIDED NFA VENTILATION - LOWER MFR: Model: PROVIDED NFA VENTILATION - LOWER MFR: Model: PROVIDED NFA VENTILATION - LOWER Model: S.Y.P. #2 @ 16" O.C. (FASTEN PLIES WITH 10d @ 12" O.C. STAGGERED) FOR A DISTANCE OF T-0" ALONG D UNIT NAMES REFLECT UNITS BELOW FRAMING Area of soffit: 81 LF Board Area of soffit: 41 LF Hardie Perforated Cement Board Soffit Area of soffit: 37 LF Hardie Perforated Cement Board So Area of soffit: t 62 LF MFR: Hardie Perforated Cement Board So t Area of soffit: 67 LF EACH INTERSECTING WALL OR UNTIL WALL ENDS MEMBERS 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 NFA of soffit material per LF: 5 SI Total NFA of soffit material used: 405 SI Total NFA of soffit material used: 205 SI Total NFA of soffit material used: 185 SI Total NFA of soffit material used: 310 SI Total NFA of soffit material used: 335 SI 15 ALIGN RIDGE WITH CORNER OF UNIT WALL KEY NOTES ADDITIONAL VENTILATION ADDITIONAL VENTILATION ADDITIONAL VENTILATION ADDITIONAL VENTILATION ADDITIONAL VENTILATION MFR: Master EAC Model: 16"x8" Rectangular Vent MFR: Master EAC Model: 16"x8" Rectangular Vent MFR: Master EAC Model: 16"x8" Rectangular Vent MFR: Master EAC Model: 16"x8" Rectangular Vent MFR: Master EAC Model: 16"x8" Rectangular Vent 16 20I. DEEP PREFAB WD FLR AT 16II OC 01 DRAFTSTOPPING, TYP., DRAFTSTOPPING SHALL Number of vents to be used 3 Vents Number of vents to be used 4 Vents Number of vents to be used 6 Vents Number of vents to be used 4 Vents Number of vents to be used 5 Vents .TRUSS NFA of additional soffit vents(ea): 65 SI NFA of additional soffit vents(ea): 65 SI NFA of additional soffit vents(ea): 65 SI NFA of additional soffit vents(ea): 65 SI NFA of additional soffit vents(ea): 65 SI COMPLY WITH FBC 717.3 AND FBC 717.4 REFER TO Total NFA of additional soffit material used: 195 SI Total NFA of additional soffit material used: 260 SI Total NFA of additional soffit material used: 390 SI Total NFA of additional soffit material used: 260 SI Total NFA of additional soffit material used: 325 SI 17 CRICKET: COVER CRICKET FRAMING WITH WALL SECTIONS FOR DETAILS Total provided: 600 SI Total provided: 465 SI Total provided: 575 SI Total provided: 1 570 SI Total provided: 1 660 SI SELF -ADHERING MEMBRANE AND SHEET METAL. PROVIDE METAL VALLEY FLASHINGS SEE DETAILS 02 22x361-HR FIRE RATED ATTIC ACCESS W/ LOCK. rn m - U Q O M a � fC O O N N M C O O O I_ O M co d O rl- 00 u7 N C O 0 U O d ti co u7 N O BUILDING TYPE: III ATTIC SPACE: F BUILDING TYPE: III ATTIC SPACE: G 0 BUILDING TYPE: III ATTIC SPACE: H = BUILDING TYPE: III ATTIC SPACE: J 0 BUILDING TYPE: III ATTIC SPACE: K CONTRACTOR TO COORDINATE LOCATION REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION REQUIRED NFA VENTILATION Attic area (Including Soffit): 1384 SF Attic area (Including Soffit): 1355 SF Attic area (Including Soffit): NFA reqd (Attic Area / 150): 9.3 SF NFA reqd (Attic Area / 150): 9.0 SF NFA reqd (Attic Area / 150): Total reqd ventilation area in SI (Net Free Area X 144): 1340 SI Total reqd ventilation area in SI (Net Free Area X 144): 1296 SI Total reqd ventilation area in SI (Net Free Area X 144): Upper portion regd (Total Reqd Vent Area X 50%): 670 SI Upper portion reqd (Total Reqd Vent Area X 50%): 648 SI Upper portion regd (Total Reqd Vent Area X 50%): Lower portion regd (Total Reqd Vent Area - Upper Portion): 670 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 648 SI Lower portion regd (Total Reqd Vent Area - Upper Portion): PROVIDED NFA VENTILATION - UPPER 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 ( 1 ) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = (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 = Total Provided: 696 SI Total Provided: 696 SI Total Provided: 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 Area of soffit: 79 LF Area of soffit: 48 LF Area of soffit: NFA of soffit material per LF: 5 SI NFA of soffit material per LF: 5 SI NFA of soffit material per LF: Total NFA of soffit material used: 395 SI Total NFA of soffit material used: 240 SI Total NFA of soffit material used: ADDITIONAL VENTILATION ADDITIONAL VENTILATION ADDITIONAL VENTILATION MFR: Master EAC Model:16"x8" Rectangular Vent MFR: Master EAC Model:16"x8" Rectangular Vent MFR: Master EAC Model:16"x8" Rectangular Vent Number of vents to be used 5 Vents Number of vents to be used 7 Vents Number of vents to be used NFA of additional soffit vents(ea): 65 SI NFA of additional soffit vents(ea): 65 SI NFA of additional soffit vents(ea): Total NFA of additional soffit material used: 325 SI Total NFA of additional soffit material used: 455 SI Total NFA of additional soffit material used: Total provided: 720 SI Total provided: 720 SI Total provided: 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 reqd ventilation area in SI (Net Free Area X 144): 88 SI NFA of soffit material per LF: 5 / LF Upper portion regd (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 SI/vent = 0 SI Total Provided: 138 SI rm% • 1 1 • v REQUIRED NFA VENTILATION 1060 SF Attic area (Including Soffit): 7.1 SF NFA reqd (Attic Area / 150): 1017.6 SI Total reqd ventilation area in SI (Net Free Area X 144): 509 SI Upper portion reqd (Total Reqd Vent Area X 50%): 509 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): PROVIDED NFA VENTILATION - UPPER 138 SI (0) 4 Ft Tamco Off -Ridge Vents X 138 SI/vent = 420 SI (3) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 558 SI Total Provided: PROVIDED NFA VENTILATION - LOWER MFR: Hardie Model: Perforated Cement Board 27 LF Area of soffit: 5 SI NFA of soffit material per LF: 135 SI Total NFA of soffit material used: ADDITIONAL VENTILATION MFR: Master EAC Model:16"x8" Rectangular Vent 6Vents Number of vents to be used 65 SI NFA of additional soffit vents(ea): 390 SI Total NFA of additional soffit material used: 525 SI Total provided: 18 ROOF FRAMING: CONVENTIONAL FRAMED JOISTS @ REQUIRED NFA VENTILATION 16" O.C. 03 OFF RIDGE VENT W/ INSECT SCREEN AS LISTED TO 1226 SF Attic area (Including Soffit): 1363 SF MEET CODE 8.2 SF NFA reqd (Attic Area / 150): 9 SF ■ LEGEND 1177.0 SI Total regd ventilation area in SI (Net Free Area X 144): 1296 SI 588 SI Upper portion reqd (Total Reqd Vent Area X 50%): 648 SI - WALLS BELOW 04 22"x36" SELF CLOSING DRAFT STOP ACCESS DOORS 588 SI Lower portion reqd (Total Reqd Vent Area - Upper Portion): 648 SI PROVIDED NFA VENTILATION - UPPER INT. LOAD BRG. WALLS 05 PREFAB WD ROOF TRUSSES AT MAX 24" OC ROOF 0 SI ( 2) 4 Ft Tamco Off -Ridge Vents X 138 Sl/vent = 276 SI SW-1 - SHEAR WALLS, HOLD DOWNS - PITCH TO BE 5:12 UNO, WI 16" OVERHANG UNO 210 SI (2) 6 Ft Tamco Off -Ridge Vents X 210 SI/vent = 420 SI 630 SI Total Provided: 696 SI _ p _ o _ o _ o _ CONT. DRAFTSTOPPING PROVIDED NFA VENTILATION - LOWER 06 20" DEEP PREFAB WD FLOOR TRUSS AT 24" OC TYP MFR: Hardie Model: Perforated Cement Board Soffit - HEADER OR BEAM AT UNITS, UNO 28 LF Area of soffit: 83 LF - - PREFAB. WOOD TRUSS 5 140 SI SI NFA of soffit material per LF: Total NFA of soffit material used: 5 415 sl SI tt_` --- �%'I 07 17" DEEP PREFAB WD TRUSS AT 24" OC TYP AT " X" RATED ATTIC ACCESS DOOR BREEZEWAY ADDITIONAL VENTILATION r .' `, r 7Vents MFR: Master EAC Model: 16"x8" Rectangular Vent Number of vents to be used 4 Vents �ij ® 4' TAMCO OFF -RIDGE VENT 08 PREFAB WOOD BALCONY TRUSS WITH SLOPED TOP 65 SI NFA of additional soffit vents(ea): 65 SI CHORD AT 24" OC 455 SI Total NFA of additional soffit material used: 260 sl © 6' TAMCO OFF -RIDGE VENT 595 SI Total provided: 675 SI 09 FLOOR TRUSS TO HAVE ADDITIONAL DIAGONAL Li COLUMN REF. PER S4.02 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 Square Footages of Individual Areas Shown 11 1 c wren =IIIM11111111111PW 1=111= �s ENGINEERING r11=111 tiW* GROUP nr= O�%I FL CofA #7992 5728 Major Blvd., Suite 603, Orlando, FL 32819 Tel. (407) 354-5411 Fax (407) 354-3466 Web Site: www.mgmclaren.com 1 /8"=1'-0" F. Oieck . FL PE #52514 FORU 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 0 N C 0 I .N I� N 0 6 3 0 a c Q SET DISTRIBUTIONS: 11/25109 Progress Set 12109/09 60% Progress Set 12/17/09 Bid Set 03102110 .. Permit Set I EDITED BY: JD GB U z PROJECT NO. 09-2587 SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS FORUME 04 �n Lo CD u a� U a co 0 O N c O N 16 O d m a 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 REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN 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. ALL REFER TO SHEET A1.04 FOR WALL ASSEMBLIES rFE� FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIO O TYP. (SPRINKLER CONTRACTOR VERIFY FINAL LOC. & # REQ.) MOMMMMIM INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF KEY PLAN 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 m N ET DISTRIBUTIONS: Progress.Set _.... __... 1210910.9 60. % Progress et 12117109 Bid Set 03102110 ........... ............ Permit Set .................... _ __....._.. _......._........................ ....... _ ....................................... ............ _ _ _ .._.... .......................... .......... .............. .......... ................_....................................... _. ..._.............. _........_.........................................__.._.._ ..... 0 SHEET REVISIONS: PROJECT NO. 09-2587 _..Bu.1ding_Type Partial First Floor Plan Partial First Floor Plan - Building Type I 1 /8"=1'-0" A5.11 SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS FORUME rn co U a 0 (N LO LR C') w 0) 0 0 N CD C O a� 0 a rn 3 a N i 0 ti 00 LO N C O U 7 O L CL ti 00 LO N ttL^^ V/ L .0 a N Q N N O a� U) Z W Q .Q 0 it 0 J z Q 0 MINI. Partial First Floor Plan - Buildina T el Enlarged Balcony Plan Typ. 131 & B2 Units 1 /2"=1'-0" Enlarged Balcony Plan Typ. Al & A2 Units 1 /2"=1'-0" CN r r Q Q LU Z J 2 UI Q 5 1 /8"=1'-0" 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 REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN 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 F�EFIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIO O TYP. (SPRINKLER CONTRACTOR VERIFY FINAL LOC. & # REQ.) INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR = 151 LF =KEY PLAN 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: 1.112510.9 12117109 Bid N 0 SHEET REVISIONS: 0 W L U d E 0 0 0 o............... ................................_.._.........................._...._..__......._.._.....- a 0 TED BY: 0 z PROJECT NO. 09-2587 s U� ,j- j I,,,-i z a) ro U N M O 0) O O N 1 r 1 N C O a) it CD Cl) f LO O ti co u7 DI C O U O O L_ d 00 LO N L: N Partial Second Floor Plan - Buildin Type 1 /8"=1'-0" SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS 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 W1 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 REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. 0 KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN LEGEND MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR 1 � 1 ADJACENT WALL PATH OF EGRESS wAu INDICATES SPECIFIC WALL TYPE. REFER TO SHEET A1.04 FOR WALL ASSEMBLIES rFE� FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS O TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR = 151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF = KEY PLAN 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 ��11�'1l0 kT DISTRIBUTIONS: Pragress. Set_ „12109109 60%o.P...rogress et 12111109 Bid Set 03/02/10 Permit Set .......................................... ............................... .......... _.....__.. ............................................... 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 B.u1dng TYpe._.1 _ _ .......... Partial Second Floor Plan_. .. _........................ _............ _.....__ _ ...................... _ . _............ A5.13 181 M. SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS 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 W1 A FIRE SPRINKLER SYSTEM DESIGNED PER NFPA-13. BUILDING TYPES II & III TO BE PROVIDED WI 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 REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN LEGEND MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR 1 � 7 ADJACENT WALL — E — E — PATH OF EGRESS WALL INDICATES SPECIFIC WALL TYPE. REFER TO SHEET A1.04 FOR WALL ASSEMBLIES FF FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATION , O TYP. (SPRINKLER CONTRACTOR 0 VERIFY FINAL LOC. & # REQ.) INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF = KEY PLAN 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 II E City of Zephyrhills, FL 0 w 0 N W 0 I0 �Cq N m N SET ISTRIBUTIONS: 11125109 ..... Progress Set 12I09109 60%,.Progress Set 03102110 ........Permit.Set._................ j ................ ....._ ... ............ --- ........... ........................ . _. _ _ ..............._ .... ................ .._ EDITED BY: ............... SHEET REVISIONS: U ? PROJECT NO. 09-2587 _Bu10!n9 Type Partial Second Floor Plan ................ Partial Second Floor Plan - Building Type I 1 /8"=1'-0" A5.14 cm I LO u7 L0 a la w z_IJ U. CD 0) 11 a� W U U) a 00 0) M cu D7 O O N N C O N O a Partial Third Floor Plan - Building Type I 1 /8"=1'-0" SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS 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 REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN 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 l REFER TO SHEET A1.04 FOR WALL ASSEMBLIES rr---� FIRE EXTINGUISHER IN CABINET, FE REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, O TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) ZZOMMEMEM INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF = KEY PLAN FORU ■ 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 0 Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET ISTRIBUTIONS: 12(17...... _ :_...Bid.Set._............._.._.._...... 0310N . Permit Set ..............................:..................................................... ................... ........................ ... ................. ....._......__............ 0 SHEET REVISIONS: EDITED BY: U z PROJECT NO. 09-2587 0- .L a) U U) 2 IL io �a 0 0 N N C O m O iL LO O ti co LO C O U 7 .O O L. d 00 LO N L: O Partial Third Floor Plan - Building Type I 1 /8"=1'-0" SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS 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 REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN 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. wau REFER TO SHEET A1.04 FOR WALL ASSEMBLIES rFIRE EXTINGUISHER IN CABINET, M REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATION: TYP. (SPRINKLER CONTRACTOR T VERIFY FINAL LOC. & # REQ.) ZMEMMMMM INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1 ST FLOOR =151 LF KEY PLAN 3 m aFORUME L 2 L N ARCHITECTURE & INTERIOR DESIGN, INC. C N PLANNING I ARCHITECTURE I INTERIOR DESIGN m 0 0 745 orienta avenue, suite 1121 `m altamonte springs, fl 32701 c phone: 407.830.1400 d1 fax: 407.830.4143 AA0002731 www.forumarchitecture.com i+ Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL Y U N m m O 0 ¢a SET D STRIBUTIONS: 11125109 Progress Set ... .__ . 12109109 _ 0 Progress Set _ ................... - _. _................._................................. _........ _......... .................... .... 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 B u i I d i n 9 Type- I....... -- Partial Third Floor Plan A5.16 I f IIIIt:II111:1l I I I I _ ii 1 1 ' ' ' I I ' II! ' ` ' ' 'I I f 1f I11' PImill ' 1 ! _ ➢I i i 1 1 1 --- j - - — - -- - -_-- - - a cc U U) d N ci O ch d' fa O O O N N C O N O d u F �o 0 w First Floor Plan - Building T ell 1 /8"=1'-0" SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS 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 REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN LEGEND MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL PATH OF EGRESS WALL INDICATES SPECIFIC WALL TYPE. REFER TO SHEET A1.04 FOR WALL ASSEMBLIES rFE� FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, 0 TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF ;EY PLAN 2FORUME r 0 N ARCHITECTURE & INTERIOR DESIGN, INC. ,2 PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 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 L City of Zephyrhills, FL 0 0 L 11125109.............Progress, Set.___.___. 12109109 605Progress Set 12/17/09 Bid Set 03102110 ................... . Permit Set .............. ............... ............................ ..... .................... Building Type --!- First Floor Plan z Q U d ( ..�� ,�... ,�... �.�...,.... a II 1 /8"=1'-0" A5.21 w z Second Floor Plan - Building Type II z I 1 /8"=1'-0" J U W rn I I a) U U) 2 n rn �n N M O O N Lti N C O (D u] ri1 N N LO O co M N C O U 7 O d ti co M N SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS 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 REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN LEGEND MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR ADJACENT WALL — E — E — PATH OF EGRESS wau INDICATES SPECIFIC WALL TYPE. REFER TO SHEET A1.04 FOR WALL ASSEMBLIES f rr-E� FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, O TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF = KEY PLAN 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 DI TRIBUTIONS: 1.1125/09 Progress Set _12(17109; Set.................................I............ . .......... ..... _................... _......... _...... _...... _ ....... _. 0 SHEET REVISIONS: 1 Misc. Coortlinalion I EDITED BY: PROJECT NO. 09-2587 Building Type 11 Second Floor Plan A5.22 w z J U CD rn a� cu U a LO M O O cM cz O O N w '^1' V/ r N C O N O d Iw z_ I J o HIM W-3 .1 o FA 3 V A5.12 "**N Thirdm Floor Plan - Building Type 11 v 1 /8"=1'-0" SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS 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 REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. ■ KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN LEGEND MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR 1 � 1 ADJACENT WALL — E — E — PATH OF EGRESS WALL INDICATES SPECIFIC WALL TYPE. REFER TO SHEET A1.04 FOR WALL ASSEMBLIES rFE--11 FIRE EXTINGUISHER IN CABINET` REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOC IONS, O TYP. (SPRINKLER CONTRAC OR T VERIFY FINAL LOC. & # REQ.) INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR = 151 LF = KEY PLAN 3 m 'FORUME n 0 ARCHITECTURE & INTERIOR DESIGN, INC. y PLANNING I ARCHITECTURE I INTERIOR DESIGN m 0 745 orienta avenue, suite 1121 altamonte springs, fl 32701 5 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL __ 11.1.25109.._. Oil Set Y N m N m O LU of �¢ �D SET DISTRIBUTIONS: 03102110... —.-- P.ermit Set .............._............................ _. __ ................ ......................................... _.....--....................- 0 SHEET REVISIONS: 01125110 € 1 Misc. Coordination EDITED BY: PROJECT NO. 09-2587 . B u l.d .n.g _TYPe_ _I I ............ __ Third Floor Plan A5.23 LEGEND SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES ADJACENT WALL PERTAINING TO THE BUILDING PLANS FORUME- — E — E — PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. WALL REFER TO SHEET A1.04 FOR WALL ASSEMBLIES rFE� FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, O TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) ZBEEMMMM INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF rn a� CU U co "IC■ .O O O 0- 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 REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN 1 /8"=1 '-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 C Q N m 3 ro s 11/25109... 0310.211.0 EDITED BY: Set SUT DISTRIBUTIONS: ................... .. SHEET REVISIONS: U z PROJECT NO. 09-2587 LEGEND SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES ADJACENT WALL PERTAINING TO THE BUILDING PLANS FORUME — E — E — PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. WALL REFER TO SHEET A1.04 FOR WALL ASSEMBLIES �---- FIRE EXTINGUISHER IN CABINET, FE REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, O TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) MEMEMEMME INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR = 167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF cD rn _ n m m U V) 2 IL 00 LR N O f7 co O r O . N U7 N C O O O a 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 REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN 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 g� N m m O c O LU Q � Q r P J SET DISTRIBUTIONS: 11.1.25109.._..I"._...Progress Set....__......... 12.1.0..9.109 60"/. Progress Set, , 12117109 Bid Set 03102110 Permit Set EDITED BY: 0 z PROJECT NO. 09-2587 0 Q A5.32 0 LL Q LEGEND SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES ADJACENT WALL PERTAINING TO THE BUILDING PLANS FORUME U 00 M 0 M is 0 T 0 LO N C O 93 16 13 A5.12 S I M nn C- All — E — E — PATH OF EGRESS INDICATES SPECIFIC WALL TYPE. WALL REFER TO SHEET A1.04 FOR WALL ASSEMBLIES rFIRE EXTINGUISHER IN CABINET, M REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) Ommmmmmm INT. LOAD BRG. WALLS TRAVEL DISTANCE MAY NOT BE REFERENCED ON THIS SHEET BUILDING TYPE I TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF BUILDING TYPE II TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =167 LF BUILDING TYPE III TRAVEL DISTANCE FROM UNIT @ 3RD FLOOR TO OUT OF BUILDING ON 1ST FLOOR =151 LF 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 REFER TO ROOF FRAMING PLANS FOR ROOF PITCH AND FRAMING INFORMATION. KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 NOT USED 02 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 03 FLOOR DRAIN N, TV PFA =910111 PIA. Elam Iffles slime I won Iwo Mims I Iwo IMIN NJ a M Nil I MEMO, ®R I IFORP!, All TV Third Floor Plan - Buildina TVDe III IWMIRROR 1 /8"=1 '-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 Y 0Y N m N CO p U) O W O_ � Q Q �ET DISTRIBUTIONS: 1.1125109..__,_Progress Set ..... ........................ 12I09109 60% Progress et 12117109 Bid Set n EDITED BY: PROJECT NO. SHEET REVISIONS: Building Type III Third Floor Plan A5.33 09-2587 SHEET NOTES m U U) a M co 0 LO f0 - o N 00 N c 0 O ri7 OO 1 0 ;I- 02/08/1 C 1771-1 n 'VA" 8'-10 7/8" 38'-01/2" 11'-51/2" 30'-9" 11'-51/2" 26'-3" 1 1/8" 8'-9 3/4" 1 err 11'-5" 12'-91/2" 12'-6" r rr 1 -4 10'-1 1/2" 1 r rr - r r 1 4' r, ,_ „ T-1 3/4" 1 -4 6'-51/2" 1 4 T-1 3l4" 1,-4„ 1-0 1,-4„ 10'-1 1/2" 1'-4" 11'-91/2" 1'-4n 1r Arr 11' 91/2" o� - ❑ 101 101❑ ❑ ❑ ❑ E9 ❑ ❑ VERANDA co T-9" T-71/2" T-71 /2" T-9" ❑ ❑ 1:1 El E:1 (V co ❑ - N ❑ � ❑ ❑ ❑ 02/08/10 - M o o 2'-11/2" 8--0 1 I _ n 7 71 /2 6' 1 " VENDING (�� n 5'-11 n n 0 7 -5 7 -0 a 5 -2 3/4 5'- 1 /4 n 0 n 29 10 5 -4 3/4 n 4 11 1 /4 n 21-5" 8 91 /2 n 0 8 r n 51 l2 8 2 n lo - � MEWS POOL 00 REST OOM 0 WOMEN'S POOL N - CAFE / MULTI PURPOSE ROOM D RESTROOM .;.... ... :... .... ...... N r N � w N � I CABLE ROOM N o OO DRYER N N o II I-J LU I I N 0 % N 2 -0 5'-31 /2" V01/2"',] 5'-6" 22'-4" ol CUTTING El FITNE S CENTER 0 WASHING ....:.-...., cq CV o0 4'-2" 9'-6112" 0 — — — — — — — — - Lc ZN e o N N 0 o O Oo o LAUNDRY ZE - BUSINESS CENTER (D = 0 STORAGE PREP. I M N 0 0 Oo MECH./JANITOR Oo o N M � M FE r- — — o BREEZ WAY FE o GALLERY o - 0 10'-4" 7'-71/2" CO Qo 4'-8" 4'-2" 4' 9'-0" 8' 91/2" 7'-1 1l2" 9'-2" 3'-6" 3'-6" 4' 11 1/2" 3'4' 4'-61 3' 51/2" 3' 10 10'-2" 6'-51/2" 4'-21 /2" 1'-2" 1' 10" 1'-31/2" 10. 1'-6" 1' 6" q 1' 6" 1'-6" 3n 2 -1 1 /2 n 0 10'-3112" 1' 31 /2" 4 0" OOL ❑ o [ LL❑ 2'-1 1 /2" `� OO = OO �, - LEASING o OO N .... CONFERENCE ROOM _ N _ w X 00 _ M Y 0 E) M O m — - _ FE 0 AIL OOM WOMF(� EN'S ' -1 N a; uo MEWS R. . PER MAILBOX MFR El El LJL- o E CLUBROOM N Lh N ')� i... MN _..... .._. _..... _; o LLELL�ASING RECEPTION LE V r .- _ o _ N ti CLOSING N L oD 0 _ N 2' 1/2" 1 r rr 2r_2n 3r_5rr r rr G 3'-5" 2'-2" 1 ' „ 2' 71 2" 00 O N - N CV aD ~ ._ _. . 2 CV � CV % = C "' F p ._ ..... MANAGER c `= 2'-11 1 2" 2' 11 1/2" 1' 0' 1'-0112" N 3' 0 3/4" 3' 0 3/4" ❑ ❑It 4' 2 3/4" 4'-3 1/4" 1'-0" 11 112" CO 4'-7112" 4'-9" 13'-10" ❑ 2' 11 1/2" 2'-11 1l2" ❑ ❑ q� 0- E STORAGE N ENTRY 7' 3112" 4' 5" 4' 5" 8'-2 718" T-8" T-6" 9'-41/2" 2'-0" 8' 6" 2'-0" 12'-6 3l4" 12' 6 3/4" 3'-10" T-8" 5' 4 3l4" T-6" 3'-6" 5'-2114" 1' 0" 1'-0" 1'-91/8" 1'-4" 1'4' 1-4" 1r 4" 1 2'-11 1/2' 34, 2'-51/2" 8'-31 /2" 19'-10" 7'-2" 12'-01 /2" 12'-6" 29'-1 1 /2" 2'-11 1 /2" 35'-10" 1'-6114" T-51 /2. MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS 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. 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.) zzommmm 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 FORUME'�"�'l 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 0 El`City of Zephyrhills, FL 0 U) c 0 2 N Y U N m m O 0 LLI Ci SE DISTRIBUTIONS: _12/09109 60% Prggress S.et _ 12111/09 Bid Set I EDITED BY: JD PROJECT NO. 09-2587 _Bu.ld.n9_ Type .................. _ Enlarged Community Center Dimension ...................................... z Partial Floor Plan - Buildin Community Center Dimension Plan a Type I 3/16"=1'-0" A5.41 FIE It n cu 0 CO a 0 0 0 cu M 0 0 N N C O a) V 0 d N LO O ti 00 Ln N C 0 U 0 a Ln N U) _a g a 0 J U- z 0 n ImDr-=7MAIAVII Partial Floor Plan - Buildin Community Center Note Plan Type 0 (D 0 ABOVE ABOVE ABOVE +1 �� I-]- 3/16"= 1 SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS 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 KEY NOTES 01 KEY LOCK BOX FOR FIRE ALARM SYSTEM 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/WIRI G AS REQUIRED. CONTRACTOR TO COORDINA 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 LEGEND MAY NOT BE REFERENCED ON THIS SHEET DESIGNATES 1 HR FIRE RATING FOR 7 � 1 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 rRECESSED FIRE EXTINGUISHER, M REFER TO GENERAL NOTES FIRE SPRINKLER HEAD LOCATIONS, O TYP. (SPRINKLER CONTRACTOR TO VERIFY FINAL LOC. & # REQ.) 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 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. fo ru march ite ct u re, co m Meetinghouse at Zephyrh i I Is Senior Apartments W C 0 0 E City of Zephyrhills, FL 0 U) C 0 .N N C 0 U /1 11125109..... _. Progress Set.. 12/09/09 60% Progress S t 12117109 Bid Set 03/02/10 Permit Set EDITED BY: JD PROJECT NO. 09-2587 ....B.u.Jld....ng Type.. ............. . Enlarged Community Center Note Plan .._. _ ......_. ........ A5.42 u 0 cn 2 0 0 N LO N 0 a 0 a CD ch LO 0 ti 00 LO N c O U 0 d 00 LO N 8'-0' If CO CABLE ROOM 191019 �Mm 7'-0" 7'-0" 1'4' ❑ _ ❑ F Iq q 12'-0' VENDING 0 0 0 0 0 IT IT OO MEN'S POOL WOMEN'S POOL RESTROOM RESTROOM 12'-0" LAU N DRY SALON L i z °� OO 11'-0" C VERANDA 0 0 O 0 0 LV B 16'-0" IT Lis o 0 5'-4" r— 6-8 1/2" 1'-0 5'_9n 0 ROM i. � B 16'-I 0 CV 0 Oo 0 ,IL 8'-0" 8'-0" 13On < 1 IT ® MECH./JANITOR BU INESS CENTER ® 0 JE z 0 OO uo L A,_n, HEADER FE `� N O BREEZEWAY FE 9" 80 ® 0 12'-0" MAIL ROOM rl o' 7'-3 1/2" 9" 4 9 13' 6n0 0, ' - " 1 � 1 1 M NFE ENCE RO OO -- 0 N CV N mk 12'-0" 1r o" 0 0 o 3' 0" 0 u, 01 0 10 2'-2" 12'-0" 2'.2" 88'-91 /2" 0B OO 0OL 011'-4" 0 0 M OO 12' 0" - MANAGER N N 0 ® 0 8'-0' 12' 0" ❑ I ❑ STO GE 1'-4" (S) Oo OO (S) 0 O 24r On ❑ 11' 0" y ❑ ❑ `v 11' 0" ❑ 12'-2" OL 12'-2" 2'-0" ENTRY 2'-0" 10 ❑ N ❑ 12'-2" 1 A7.11 12'-0" El 0 0 & N `� 120 � 0 ® 8-4 o M 0 ® 12'-0" ®0 Oo 8_0„ 0 CLOSING LEA 0 15'-1 3/8" T-0" Community Center Reflected Ceiling Plan p J il) BMW OO ❑ 1-4" �N 9'-6" 0 0 0 12'-0" 0 gk 16'-0" � 1 6-8 1/2" 5'-4" 1l2° 9'-101/2" II 0 Oo I I HEADER 00M 10' o° B STORAGE N ❑ 1100'-0" ® 12'-0" 0 PREP. 7'-01/2" N T-5114" 1 On T-51/4" 4'-0" le 0 � 0 B lk 13'-0" D QO LA z B 0 0 F`•--�'' FITNES ENTER 4----- J Z' 0 � B L- M L? 10 O MECH. B gk 13'-0" 0 0 0 CV 1'-6" 16'-3 1/2" 1' 6° 15'-1 1/2" � ® � 0 O 3 0" 0 ® 0 12'-0" FE Lr 0 OO B 0 0 0 ❑ F. 0 OO 0 � 0 0 WOMEN'S CLUBROOM 0 0 12'-0" 2'-2" ® 12'-0" 2'-2" 0 � 0,�„ 0 Oo 0 11'-0" 12'-0" 0 9n 5'.6" 9" 0 0" MEWS O O IRS 3/16"=1'-O" SHEET NOTES A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES PERTAINING TO THE BUILDING PLANS 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 M LEGEND 0 RECESSED CAN PENDANT LIGHT — WALL -MOUNTED LIGHT WALL SCONCE r�� � 1 HR RATED ATTIC ACCESS DOOR 1x4 SURF. MOUNT FLUOR. LIGHT 2x2 SURFACE CLOUD LIGHT 2x4 SURF. MOUNT FLUOR. LIGHT PADDLE FAN MECH. GRILLES (REFER TO MECH.) SPRINKLER HEAD (CONCEPTUAL LOCATION, FINAL REQ'T TO BE BY FIRE SPRINKLER ENGINEER) 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.foru march itectu re, corn Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL 0 N c 0 EDITED BY: A5.43 JD 1_11 _ IINI '11 Jim 1 1_1.- It101 11 "'IMi111�1� N C7 I a� ro U U) Q 0 0 0 0 cu rn 0 0 N N 0 CO 71 a LO 0 00 LO 0 U a 0 n ti co LO N U) w P n I' 1 1 1 1' 1' I I I!I !I '11111"IIf111 1 I I I I Bar End Plan Kitchen Elevations UnLLF-n (00-"7 Business Center Elevations ' RAD. C� Bar Section 1 1 /2"= V-0" l f� 1 1 /2"=1'-0" a rQ U 3/8"=1'-0" (''li ih Pnnm Pinwntinn 3/8"=1'-0" --fT----------------------_n II II II II II II u u --T----------------l'1--- II II 47 II II II u u C---IT---------------------- ---_ II I II II II II u u L-1 --------- --------- ----------- I M Prec Room Elevations r.,_"\.Club Room Elevation KEY NOTES - CONT. SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET MAY NOT BE REFERENCED ON THIS SHEET 47 TRIPLE -BOWL STAINLESS STEEL COMMERCIAL SINK A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES W/ SHELVES PERTAINING TO THE BUILDING PLANS 48 MAIL -BOXES UNIT: AUTH-FLORENCE 4C-MODEL B ALL COLORS TO BE SELECTED BY OWNER 4CCT2-16 (16 MAILBOXES & 2 PARCEL BOXES PER UNIT), 160 MAILBOXES & 16 PARCEL BOXES MINIMUM C ALL FIXTURES & ACCESSORIES TO BE INSTALLED IN THIS PROJECT ACCORDANCE WITH APPLICABLE ACCESSIBILITY REQUIREMENTS 49 SALON SHAMPOO STATION D PROVIDE BLOCKING AS NEEDED FOR ACCESSORY 50 ELECTRIC FIREPLACE UNIT MOUNTING 51 MIRROR KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 52 FINISHED PANEL, ATTACH TO 2x4 SUPPORTS 01 REQUIRED 60" DIA. TURNING SPACE 53 FINISHED END PLATE 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 FILLS 42" FILLER OF SHARP OBSTRUCTIONS 05 COUNTERTOP LAVATORY o 06 FLOOR MOUNTED H/C WATER CLOSET. SEAT @ 17" TO ` `� / 19" A.F.F. `.I Imo'' 17 37 07 WALL MOUNTED URINAL N 16 08 GRAB BAR 02 09 BOOKCASE - REFER TO INTERIOR DESIGN DRAWINGS M 10 TOILET PAPER DISPENSER ti N 11 SANITARY NAPKIN DISPOSAL UNIT 12 RECESSED PAPER TOWEL DISPENSER / TRASH © RECEPTACLE 13 WALL MOUNTED DIAPER CHANGING STATION 3/8"=1'-0" 14 WALL TILE 15 BULLNOSE TILE 16 P.L. COUNTERTOP 17 4" P.L. BACKSPLASH 18 P.L. SKIRT 19 SOAP DISPENSER 20 MIRROR. PROVIDE TILE BEHIND MIRROR. PROVIDE 4s 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 17 16 24 DISHWASHER 25 SIDE -BY -SIDE REFRIGERATOR 30 26 MICROWAVE OVEN. G.C. TO VERIFY CABINET AND APPLIANCE SIZES PRIOR TO INSTALLATION, M 27 3/4" FINISHED END PANELS 28 HI/LOW WATER COOLER FILLER 29 FLOOR MOUNTED STANDARD WATER CLOSET © 30 BASE CABINET 31 UPPER CABINET 3/8"=1'-0" 32 FLOOR DRAIN. REFER TO MEP. 2'-8" 33 COVE BASE 34 LIGHT ABOVE MIRROR 35 REQUIRED 54"x48" CLEAR FLOOR SPACE 46 36 REQUIRED 48"x48" CLEAR FLOOR SPACE 37 SINGLE BOWL SINK 31 NNIN 38 2x FRAMING 39 3/4" QUARTER ROUND WOOD TRIM, PAINTED [V 40 5/8" GYPSUM WALL BOARD 17 16 41 1/2" GYPSUM WALL BOARD CD 42 LOCKABLE COMPUTER TOWER CABINET WITH OPEN 30 BACK FOR VENTILATION. 43 3" 0 GROMMET FOR CABLES DIRECTLY BEHIND co CABINETS co 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 3/8"=1'-0" FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING 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 1.1125109.............Progress.Sgt....... 12/09109 60% P..rog.re. ss S 12117109 Bid Set 03/02110 Permit Set .........._._........................_......_........._....................................._...._... 0 SHEET REVISIONS: I EDITED BY: PROJECT NO. 09-2587 Community Center Interior Elevations & Details .............................................. . A5.45 I N M I U a CM O 0 0 N N C� C O 0 a Laundry Room Elevation 01 3/8"=1'-0" co 36" E CLUBHOUSE FINISH SCHEDULE FLOOR BASE WALL CEILING 0 z w z ~i v a U z U_ Z EC:) U Q w LE P � H Z_ �e U wF-�cn V a w U LOU U¢wQO a U a Y U wwM:OJQ�e�OwZOmmwmm M w o w w U F- U W d 'S H> Z LL_ U P 0 0 AREA NAME 1 2 314 51 1 1213 41 1 2 3 1121 COMMENTS ENTRY 5 4 1 2 LEASING RECEPTION 3 1 2 2 CONFERENCE ROOM 3 1 2 2 LEASING/CLOSING 3 1 2 2 STORAGE 3 3 2 1 MANAGER 1 3 1 2 2 MAIL ROOM 121 2 2 2 CLUBROOM 2 1 2 2 GALLERY 2 1 2 2 WOMEN'S 2 2* 3 2 INTEGRAL COVE BASE TILE MEN'S 1 2 2* 3 1 2 INTEGRAL COVE BASE TILE FITNESS CENTER 4 3 2 2 MECH. 1 3 2 1 PREP. 2 2* 2 2 INTEGRAL COVE BASE TILE KITCHEN 2 1 2 2 STORAGE 2 1 2 1 CAFE/MULTI-PURPOSE 2 11 1 1 2 1 2 BUSINESS CENTER 2 1 1 2 12 VERANDA 5 4 1 12 MECH./JANITOR 1 3 2 1 SALON 2 1 2 2 LAUNDRY 1.2 1 1 1 2* 2 1 INTEGRAL COVE BASE TILE WOMEN'S POOL RESTROOM 12 2* 3 2 INTEGRAL COVE BASE TILE MEN'S POOL RESTROOM 2 2* 3 2 INTEGRAL COVE BASE TILE CABLE ROOM 1 3 2 1 * INTEGRAL COVE BASE TILE ALL INTERIOR FINISHES TO BE VERIFIED WITH INTERIOR DESIGNER 1'-6" 24" 1, 24" 1, 1'-6" 36" ,,FILLER co 0 ,Salon Elevations Mail Room Elevations E E KEY NOTES - CONT. SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET MAY NOT BE REFERENCED ON THIS SHEET 47 TRIPLE -BOWL STAINLESS STEEL COMMERCIAL SINK A REFER TO SHEET A1.03 FOR ALL GENERAL NOTES W/ SHELVES PERTAINING TO THE BUILDING PLANS 48 MAIL -BOXES UNIT: AUTH-FLORENCE 4C-MODEL B ALL COLORS TO BE SELECTED BY OWNER 4CCT2-16 (16 MAILBOXES & 2 PARCEL BOXES PER UNIT), 160 MAILBOXES & 16 PARCEL BOXES MINIMUM C ALL FIXTURES & ACCESSORIES TO BE INSTALLED IN THIS PROJECT ACCORDANCE WITH APPLICABLE ACCESSIBILITY REQUIREMENTS 49 SALON SHAMPOO STATION D PROVIDE BLOCKING AS NEEDED FOR ACCESSORY 50 ELECTRIC FIREPLACE UNIT MOUNTING 51 MIRROR KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 52 FINISHED PANEL, ATTACH TO 2x4 SUPPORTS 01 REQUIRED 60" DIA. TURNING SPACE 53 FINISHED END PLATE 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 08 GRAB BAR 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 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 26 MICROWAVE OVEN. G.C. TO VERIFY CABINET AND APPLIANCE SIZES PRIOR TO INSTALLATION. 27 3/4" FINISHED END PANELS 28 HI/LOW WATER COOLER — 29 FLOOR MOUNTED STANDARD WATER CLOSET 18" 36" 30 BASE CABINET M 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 48 40 5/8" GYPSUM WALL BOARD I I 41 1/2" GYPSUM WALL BOARD o I I ; ; 42 LOCKABLE COMPUTER TOWER CABINET WITH OPEN Z I I BACK FOR VENTILATION. Q I I w 43 3" 0 GROMMET FOR CABLES DIRECTLY BEHIND Z Z CABINETS co 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 3/8"=1'-0" FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN i f 745 orienta avenue, suite 1121 i altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments W 0 U w 2 City of Zephyrhills, FL 0 (0 C 0 � U r v C g N Q m N N m o 0) U) o C Uj Q ro 0 0 0 V r 0 — ',_1_L11 1' 11 ' II 'I, _'_ L_ ' I _ I 1 I II' ' T1111' I 1 11' 1LII III I 'I - _ _ I 00 I I U M 0 N cc 0 0 N L0 N C O 0 m LO O ti 00 N C O U 7 0 00 LO N L. co Cn 0 0 Q � Unit Al Bathroom Elevations - Roll In Shower Option 0 (D ),, Unit Al Bathroom Elevations 1 ILLLI\ 1 ILLLI\.J O Unit Al Kitchen Elevations 0 0 P7 01 1 ILLLI \ 1 ILLLI Q f ILLLI\ 0 0 BEDROOM END CONDITION BLDG. TYPE III Unit Al Note Plan 3/8=1'-0" `� 1 BED/1 BATH 3/8=1'-0" N LIVING ROOM END CONDITION BLDG. TYPE I 27'-2 1/4" (C.L. TO C.L.) 27'-0" (O.S. TO O.S.) 7'-2" 10'-0" 9'-10" op 3'-6" 3'-8" 1_ 1 9'-0" 1_ II 3'-5" 5'-5" O O BALCONY W.I.C. I IF' BEDROOM LIVING ROOM 1'-4 1/2" 5'-4 1 /2" 3'-8 1 /2" 2'-5" 14'-1 1 /2" VERIFY lo CV c � coCP c� i� BATH N In 7 000— it G)--F I DINING ROOM T— I51 o I � N N 5'-3 1 /2" 1 '-7" 8'-6 1 /2" 5'-6" 6'-1 " o KITCHEN N N 00 O O tV _ _ —_ N T 1 N '-10" 4'-4 1 /2" 15'-8 1 /2" BEDROOM END CONDITION BLDG. TYPE III 1 Unit Al Floor Plan 3/8=1'-0" I / 1 BED/1 BATH 0 1 SHEET NOTES 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 1/4"=1'-0" 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" p FIRE RATED GYP. BD. 29 (2)1211 DEEP ADJUSTABLE VINYL COATED WIRE - SHELVES O 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 1 35 RANGE HOOD 0 co 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 N 0 44 REFRIGERATOR 45 PANTRY CABINET 46 WASHER 47 DRAWER CABINET LIVING ROOM END CONDITION LEGEND BLDG. TYPE I MAY NOT BE REFERENCED ON THIS SHEET FE FIRE EXTINGUISHER IN CABINET, REFER TO GENERAL NOTES 1 /4=1'-0" IFORUME 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 Zephyrh i I Is Senior 1 Apartments PJ C 0 0 U City of Zephyrhills, FL W1 EDITED BY: PROJECT NO. SET ISTRIBUTIONS: ..................................... 1 ................. - _ ... SHEET REVISIONS: ration 09-2587 Unit Al Plans & Interior Elevations 1 A5.61 00 a; U U) 2 N M 0 0 N LO N C O O r.l U 0 a ti 00 LO N U) U) O 01 Unit A2 Bathroom Elevations - Roll In Shower Option I ILLLI\ O Unit A2 Bathroom Elevations 1 ILLLI\ 1 ILLLI\ O Unit A2 Kitchen Elevations 1 ILLLI O END PANELS `END PANEL SEND PANEL 318"=11-0f1 3/811=11-011 3/8"=11-0t1 0 END CON BLDG. l (NOT ABOVE C Unit A2 Note Plan UFAS 1 BED/1 BATH a END CONDITION BLDG. TYPE I (NOT ABOVE CLUBHOUS Unit A2 Floor Plan UFAS 1 BED/1 BATH 97'-9 114" (r. I Tr) r: I ) 0 0 r[d 119 1 /4"=11-011 1 /411=11-011 SHEET NOTES 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 518" 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 1 35 RANGE HOOD 36 RANGE HOOD CONTROL SWITCH 37 ONE PIECE P.L. BACKSPLASH, 4" @ 3611 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 3 0 a 4)FORUME 0 6 N ARCHITECTURE & INTERIOR DESIGN, INC. CF y PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 0 745 orienta avenue, suite 1121 (, altamonte springs, fl 32701 5 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL 46 0 N N c 0 64 N M o c w 0 .3 a¢ v c 0 0 0 c y U o I SET DISTRIBUTIONS: a 11/25/09.__._ w 9.........._........._............._...._....._.............. a 12/091,09 1 60% Progres Set.. " 12/17109 Bid Set w 03102110 Permit Set o c 0 N ................... _ ........... _..__..................... ................ . ..................... 0 c............. ..........................___..........__.................. 0 SHEET REVISIONS: 01/25110 ! 1 `` Misc. Coordination 0 c ._....... ..... ......... .._.._ U �1 L 0 ......... ........... .._.... Q E L 0 LL w 0 a 0 ................. ._ ..... a r Y C 0 0 0 r.. ........................................ N c 0 E 0 EDITED BY: N N L z PROJECT NO. 09-2587 I 1 SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET FORUME A REFER TO SHEET A5.81 FOR FINISH SCHEDULE AND ADDITIONAL UNIT DETAILS L ° 06 13 _ 06 _ Os B REFER TO SHEET A9.11 FOR DOOR & A9.21 FOR u ARCHITECTURE & _ 27 28 WINDOW SCHEDULES INTERIOR DESIGN, INC. 17 17 17 14 C REFER TO SHEETS A5.91 FOR CLEAR FLOOR SPACE N PLANNING ARCHITECTURE INTERIOR DESIGN 02 113 PLANS o 03 .._ i ite 1121 03 745altamonte springsorienta avenue, ufl 32701 \ 12 41 ` 41 41 D REFER TO SHEET A1.02 FOR UNIT LOCATIONS IN THE phone: 407.830.1400 41 41 O O BUILDINGS fax: 407.830.4143 ------------- 10 I f 40 0 AA0002731 BALCONY www.forumarchitecture.com 05 09 ! 41 -_. 9 -6 X 5 -11 1/2"KEY NOTES ..................15 05 05 I ........ 08 O O p :@_ — MAY NOT BE REFERENCED ON THIS SHEET Q 08 `�' "' os U2 01 2x6 STUD WALL o ------------- 0 02 MEDICINE CABINET o i 30" 18"REQ. I I 03 18" CERAMIC TOWEL BAR 0 O FILLER FILLER O O 04 FIBERGLASS SHOWER PAN O O 00 05 CERAMIC SOAP DISH 3 U• BEDROOM #2 LIVING ROOM BEDROOM #1 1 N nit B1 Bathroom #2 Elevations I 1 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" x A O 07 ROLL -IN SHOWER WITH 2X2 FLOOR TILE & 1/4" RAISED z9 3z 33 A MARBLE THRESHOLD O 41 1 08 TUB r Meetinghouse L Q 331fly 3 09 WATER CLOSET_____Eat Zephyrhills 10 °10 LAVATORY4 19 O o 0 Senior W..C. 3 20 01 BATH 1 11 REMOVABLE IN -TUB SEAT: PROVIDE OWNER WITH 06 os 1 CE 01 10 33 A5.81 - - - J COMPATIBLE SEATS (BREY-KRAUSE S-6018-SS OR o Apartments 17 39 17 41 Q - - - B 4 APPROVED) THAT �,- 0 0 o TENANTS UPON REQUEST. SHALL BE AVAILABLE TO ° 09 03 BATH #2 1 1 F L_ — 41 5 63 05 05 ° 12 4" P.L. BACKSPLASH TOM CH COUNTERTOP o I _ ;_ 03 FL 1 tY P Y 01 41 41 A5.63 ° 41 13 LIGHT ABOVE MIRROR ® DINING ROOM - 08 DIN N R O 14 H MIRROR, 24 WIDTH TO MATCH VANITY 05 41 11'-8" X 9'-5" KITCHEN: A5. I 36" HIGH ROR, WID N 33 O E 05 15 ROLL OUT SHELF A -- 1 ROLL -OUT y 1 ...... ..... 46 0 01 41 09 O I 16 TOILET PAPER HOLDER v 07 07 0 O 17 6" SQ. CERAMIC TILE CN v 38 43 44 18 2" CERAMIC TILE BULLNOSE a m BEDROOM #2 BEDROOM #1 m o END CONDITION END CONDITION 19 P.L. BAR TOP TO MATCH COUNTERTOP 3 Q Q 0 © BLDG. TYPE II BLDG. TYPE II & III 20 DBL. BOWL KITCHEN SINK W/ DISPOSAL _ ° Unit B 1 Bathroom 1 21 RANGE W/ FRONT CONTROLS U t ath oom # Elevations Roll I n Shower Option 5 3/8"=1'-0" Unit B 1 Note Plan a 2 22 COUNTERTOP MICROWAVE 2 BED/2 BATH 1/4"=1'-0" 23 SIDE -BY -SIDE REFREIGERATOR o SET ISTRIBUTIONS: 24 DISHWASHER ° 11I25109_._' Progress Set_, 25 FRONT LOAD WASHER a 1z1091os, .. 60%.Progress,S..et , ' 12/17/09 Bid Set 37'-11 3/4" (C.L. TO C.L.) r 03I02110. Permit,Set 18 1s 26 DRYER 37'-91/2" (O.S. TO O.S.) 21 06 06 13 11'-81/2" 12'-9 1/2" 13'-3 1/2" 27 WATER HEATER o 17 39 1710 6'-0" 5'-81/2" 3' 3" 4'-11 1/2" 3' 7" 1' 0, 6'-6" s'-91/2° 28 B OPENINGS WITH 1 LAYER 5/8" N - HVAC UNIT: WRAP JAM 00 03 ... 02 i o FIRE RATED GYP. BD. 05 29 (2)12" DEEP ADJUSTABLE VINYL COATED WIRE SHELVES 03 CU 41 41 41 41 12 41 _ ........................ ' d 05 10 16 O B o CONY oCP 30 18" SINGLE SHELF N 09 ,� m 01125110 Misc. REVISIONS: ry 05 09 47 — a o 31 (5)12 VINYL COATED WIRE LINEN SHELVES EQUALLY ° na ........_ .. SPACED° �'I I\ _ N... co ` 32 L COATED WIRE LINEN SHELVES EQUALLY 04 04 — \\`\ (5)16" VINYL Y �a o SPACED LO......_...... ....._... 12" 36" 15" 18" I 33 CHANGE IN FLOORING MATERIAL r oMIN. REQ. L 0 FILLER i 1 N 34 NOT USED 1 E o O O O O v_ ....... N N �, 35 RANGE HOOD ° ZipT ° .................... .... .. .................. .... ........ _ Unit B1 Bathroom #1 Elevations BED O O OO 36 RANGE HOOD CONTROL SWITCH - ROOM #2 LIVING ROOM BEDROOM #1co 1 a ......_. ........ ........ o 4 3/8"=1'-0" 1 1 37 ONE PIECE P.L. BACKSPLASH, 4" @ 36" HIGH a o COUNTERTOP, 6" @ 34" COUNTERTOP .... ................ . Ln CV 6-6112" 2'-4112" T-91/2" 8' 31l2" 4'-0" 4' 91/2" 3' 2" 5'-10" 38 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING N -' 10 co ROD ..... ..._ . FILLER FILLER FILLER 1 I 0 0 33 18" 30' 18" 24" 33" = 39 SHOWER SPRAY UNIT W/ HOSE MIN 60 LONG L - 00 - - - `o 40 CONTROL AREA a ..... .. N `W.bc. I LO '� �' m 00 0 - \, . \ I > 41 GRAB BAR `N i \` \\ // \\ CV _ _ 1 ,I I ' ` = 1 C-1. 1 - - - 42 MICROWAVE / HOOD COMBINATION CD EDITED Y: \ 20 \ / o 0 0FoTi. I P 43 RANGE co ai \ / 12 19 12 ° ° ° , _ € " r — _ \ / B@H #2 I ❑ ❑ 1 1 I 44 REFRIGERATOR z PR s \ / _ _ - 09 2587 N 45 PANTRY CABINET 2.'-10 1/2 6 5 31/2 M 3 21 46 WASHER o '00, \/ 47 DINING ROOM 43 I— i i I > -KITCHEN / \ / \ i . ........ ...... .. Unit Plans - - O 1 47 DRAWER CABINET w / \ - �� M ;\ M 04 _ w Interior Elevations O N I Z ell GO Q = O O CO N C1.) w Q 18" 30" 18" 12" 36^ 24" 33" ' T-11" 1 2 9' 1" 1'-10 _ p FILLER FILLER FILLER ^ "BEDROOM #1 LEGEND w O © 9 -1 10 -11 17'-9 1/2"►� END CONDITION MAY NOT BE REFERENCED ON THIS SHEET Q BLDG. TYPE 11 & III FE FIRE EXTINGUISHER IN CABINET, Q Unit B1 Kitchen Elevations Unit B1 Floor Plan REFER TO GENERAL NOTES r( A5.63 3/8"=1'-0" 1 1 /4"=1'-0" 2 BED/2 BATH I I1 1 111111111"I IIp111111 11 ' A I I I I I' I _ulg7111111101'1nil 1111111It _ CID cu 0 0 00 0 N 0 0 N LO N C 0 0 d 18" REQ. ILLL.1\ I ILLLI\ Unit B2 Bathroom #2 Elevations 0 © 0 Lnit B2 Bathroom #1 Elevations - Roll In Shower Option 0 � Unit B2 Bathroom #1 Elevations I ILLLI O Unit B2 Kitchen Elevations Irl..r l LIYV I !'�IYLL LIYV I ll1YLL LIYV rAIYLL�7 1 ILLLI\ O 1 ILLI—I � 0 3/8"=1'-0" 3/8"=1'-0" 3/8"=1'-0" Fol BEDROOM #2 11'-3 112" X 1 V-3 1 /2" /� 29 32 D77 0 Q BALCONY 9'-6" X 5'-11 1 /2" LIVING ROOM 11'-10 1 /2" X 14'-0 1 /2" Col BEDROOM #1 13'-3 1 /2" X 10'-9" DINING ROOM UT B ' 11'-5" X 9'-5" 3 24 32 33 A5.64 KITCHEN I FE O O U v I I L___1 Unit B2 Note Plan UFAS 2 BED/2 BATH 0 0 END CONDITION BLDG. TYPE II 1 /4"=1 '-0" 38'-0" (O.S. TO O.S.) 11'-8 1 /2" 12'-9 1 /2" 13'-6" 10 n In 6'-0 5 -8 1/2" 3'-3 I n 4'-6 1 /2" 4 -0 1'-10 1 n 6 - I n 76 -0 0 1 T _ O O 1 ih - B CONY - 9 q 0 I LN I I 00 O O O I BEDROOM #2 LIVING ROOM BEDROOM #1 CV 5'-6 1/2'. 2'-4 1 /2" T-9 1 /2" 8'-0 1 /2" 4'-3" 5'-0" 3'-2" 5'-10" N � � 0 N O 01 2l Cr I II °°° �; —� ;CC BATH #1 0? ° TH #2 N DINING ROOM o U,KITCHEN N 10'-0 1 /2" 0 8'-2 1 /2" co N iv bo Lo M N 1'-211 7'-11 " 8'-10" 1'-1 18'-3" Unit B2 Floor Plan UFAS -2 BED/2 BATH U v I I L___1 END CONDITION BLDG. TYPE II SHEET NOTES 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 0 32 (5)16" VINYL COATED WIRE LINEN SHELVES EQUALLY CD SPACED 33 CHANGE IN FLOORING MATERIAL 34 T E 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 1 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 3 nFORUME L 0 N ARCHITECTURE & INTERIOR DESIGN, INC. y 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 t www.forumarchitecture.com N C 0 0 7 0 a Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 1.1125/09 Progress Set 12/09109 60% Pro..gres Set .................................................................. SHEET REVISIONS: nation .................................................................. .............. ................... _..._ . PROJECT NO. 09-2587 A5.64 3/8"=1'-011 1 /4"=1'-0" II_ tll II' �f RLIUI 1 II %' -11 -- - ---- -- ROOM FINISH SCHEDULE SHEET NOTES ro FLOOR BASE WALL CEILING A ALL UFAS UNIT CABINETS, INCLUDING BATHROOM FORUME LU VANITIES, TO HAVE HANDLE TYPE HARDWARE o Z w t W o L KEY NOTES 0, ARCHITECTURE & ¢ of o w w z MAY NOT BE REFERENCED ON THIS SHEET w LU LU w o o Y INTERIOR DESIGN, INC. � „ z ¢ Z � Q o z = 01 MEDICINE CABINET U o J w U o J ¢ � w Z¢ J Y J (� PLANNING I ARCHITECTURE I INTERIOR DESIGN w >- z w O>- w z w a � w = a U �� o z¢ o w o z m p oo m ¢¢ w oo C z w w 02 18 CERAMIC TOWEL BAR o f= R:: 5; U c) P- 3 > z i_ c7 C;) m c3 c.9 ¢ Y U = L 745 orienta avenue, suite 1121 o NAME 1 1 2 1 3 4 5 1 2 3 4 5 1 2 3 4 1 2 3 4 5 REMARKS 03 24" CHROME TOWEL BAR (PROVIDE SOLID BLOCKING altamonte springs, tl 32701 407.830.1400 FOYER 3 2 2 2 8'-01, IN WALL) 06 phone:fax: 407.830.4143 DINING ROOM 4* 2 2 2 8'-0" TIGHT -NAPPED BERBER-TYPE CARPET 04 CERAMIC SOAP DISH AA0 � www.forumarchitecture.co e.com LIVING ROOM 4* 2 2 2 8'-0" TIGHT -NAPPED BERBER-TYPE CARPET r BEDROOM(S) 1 1 4* 2 2 2 8'-0" TIGHT -NAPPED BERBER-TYPE CARPET 05 SHOWER CURTAIN ROD Q W.I.C.(S) 4* 2 2 2 8'-0" TIGHT -NAPPED BERBER-TYPE CARPET 06 SHOWER SPRAY UNIT W/HOSE MIN. 60" LONG 0 BATHROOM(S) *1 3 *1 2 2 **4 2 8'-0" *TILE @ ROLL -IN SHOWER UNITS ** @ TUB SURROUND w Not Used 07 36" HIGH MIRROR, WIDTH TO MATCH VANITY ° FIRE RATED GYP BD AS 9 N.T.S. UFAS BATHROOMS *1 3 *1 2 2 **4 2 8'-0" *TILE @ROLL -IN SHOWER UNITS ONLY N READ PER WALL ASSEMBLY () **@ TUB SURROUND, SANITARY COVE BASE TILE IN SHOWER AREA 08 LAVATORY 0 WATERPROOF MEMBRANE SANITARY COVE BASE TILE: CONTINUE w , , 1 KITCHEN 3 2 2 2 8'-0" 09 TOILET PAPER HOLDER THROUGHOUT SHOWER AREA u i L-----------y ; LAUNDRY ROOM 3 2 2 2 8'-0" CEMENTITUOUS TILE m > i ; MECHANICAL CLOSET 5 5 2 2 8'-0" 10 WALL CABINET N BACKER BOARD w m LOPE TO DRAIN a i PENING FOR CLOSET(S) 3 *4 2 2 2 8'-0" * @ BEDROOM CLOSETS - TIGHT -NAPPED BERBER-TYPE CARPET 11 18" SINGLE SHELF x RANSFER GRIM i i 26 �l BALCONY 5 4 1 2 a m w i i " 12 12" DEEP VINYL COATED WIRE SHELVING W/ HANGING .:; ` - , BALCONY CLOSET(S) 5 5 2 2 8-0 ROD ° :.....: :._.. '. :.: co_w. ... .....• .. ° U) W----- - - - - -- LMeetinghouse i 13 HALL 4 2 2 2 8'-0" TIGHT -NAPPED BERBER-TYPE CARPET 3 a NOTE: SOUND MATTING UNDER TILE ON UPPER FLOORS 13 STUD WALL at Ze h rh i Is °� ° a, ° PROTECT AIR TRANSFER GRILL OPENINGS 14 CONT 2 x 6 BLOCKING TOP &BOTTOM E p AT FIRE RATED WALLS PER THIS DETAIL 14 15 0 Senior Roll -in Shower Base Detail 10 ,„ ,� 15 GYP BOARD r se eta Air Transfer Detail 21/2" 1-$ 21/2 20 o Apartments 13 15 „ 16 COUNTERTOP & BACKSPLASH Sanitary Cove Base Typ. @Roll -in Showers @Rated Walls ------ 13 17 STANDARD 24" DEEP BASE CABINET WITH COUNTER ..................... 'QU,,' 18 18 BACKSPLASH BELOW E ------ I I I I I 16 o City of Zephyrhills, FL 19 22 L 19 2 x 6 KNEE WALL BELOW N 0 I I I I I I 3 a 20 FINISHEDILEDGES TED ON ALL SIDESISED COUNTERTOP W/ ° CONTRACTOR TO COOR. 16 I 11 11 A5.81 0O N .01 LOCATION OF BLOCKING W/ I I I I I 21 EDGE OF KITCHEN COUNTERTOP CABINET MANUF. LLI - o 20 z M 22 1 x WOOD TRIM BELOW TOP ALL (3) SIDES 2 Y U 14 I 21 O 23 BASE TRIM a ° N 36" 6" MAX. 12" 42" I I I I 15 d- 17 I I i L 19 24 2X BLOCKING @ TUB ro _ _ _ _ _ _ _ L M ti Z 23 ¢ 25 ELECTRICAL BOX FOR OUTLET (HORIZ) N2 ONLY UFAS I I I T— I I I _ -1 a ACCESSIBLEIII ") 26 WRAP OPENING FULLY WITH 5/8" FIRE -RATED GYP. o Z �"' I Ll-— ! _ _ _ _ _ _ _ =J °O BD. PROVIDE BLOCKING AT TOP AND BOTTOM OF rn� BATHS L------ ---- -----� 0'-0" OPENING o ET DISTRIBUTIONS: 1'-8" 22 N FIN. FLR. 27 RESILIENT CHANNELS ° a 11125109 Progress. Set MIN 11 39 18 PLAN 04 SECTION 28 ELECTRICAL OUTLET OR SWITCH MOUNTED AT 46" w AFF MAX 0 12/09/09 60% Progress S t UFAS Sink Section Grab Bars at Water Closet Cabinet Blockin Detail Raised Counter To Details �' 12117I09 BidSet 03I0200 Pe,rrnit Set 29 GYP BD W/ TEX KNOCKDOWN & PAINT ABOVE TILE 0 - 1 3/8"=1'-0" 3/4"=1'-0" 1 1 /2"=1'-0" @ Kitchen 30 BULLNOSE TILE @ EDGES o `° 05 05 60" CLEAR 31 CERAMIC TILE N ..:...... _.__....._.._................................... N 07 -- 05 18" 32 1/2" WATER RESISTANT GLASS -MAT FACED GYPSUM 06 06 VARIES : `. TILE BACKER BD 01 `. 02 03 ... 04 _ . . - .. SHEET REVISIONS: _ 33 SEALANT aET 8„ _. 34 TUB o 40 `y y'_01/25/10. 1 Misc. Coordination 08 y. — --- --- L N 40 o Z „ 09LO �, N L ® � tii 35 1-HR WALL W/ (1) LAYER 5/8 FIRE RATED GYP BD oID ti00 r- 04 N _ - - LU 36 SHEAR WALL BLOCKING N ao ao oo 'oo 00 _ ,'I I`� oo \ co r XX m _ c0 c0 c0 c0 .. ... co ao r0 W 37 EXTERIOR FINISH MATERIAL N \ M ti co M_ M M co .... ........ ........._. coM o CV r _ — N ` �y N _ _ ° 0'-0" N \``• : , L0 �' Z R 5/8" EXT. GRADE FIRE RATED GYPSUM Q a ---------- 38 (1) LAVE E L 04 FIN. FLR. BOARD L ........................... BATH W/ TUB BATH W/ SHOWER (ROLL -IN SHOWER SIMILAR) KITCHEN SHELVES SINGLE SHELF ABV. KITCHEN CABINETS SHELVES 39 PL SKIRT........................- CABINETS WASHER & DRYER LO Cabinets and AccessoryHeights UFAS Cabinet/Shelf Hei hts 40 GRAB BAR a - 2 3/8 -1 -0 @Kitchen &Closets 3/8 -1 -0 ° co Bathrooms, Kitchen, Closets, and Shelves ......... ........... _ - U 0 29 29 N 27 35 I THERMOSTAT SWITCH U) 30 30 s 38 30 36 N 31 31 28 a EDITED BY: 37 32 31 I z 28 ° U) 36 32 36 35 24 M CO OUTLETS 411 ? PROJECT NO. 09-2587 X 24 33 33 ¢ ¢ 33 24 I Unit Details & Z N r........ . _.... .. ......................... - ...._._. _ ..._.._.............__ Z 34 34 34 g 0 r Finish Schedule co 17 O w Z z m _ - 3 17 O O...................... ............... ........................... ._... .............. ... ... ... . w o I co o 0 SECTION PLAN VIEW ELEVATION 0 z Q Tub Section w/ Thermal Barrier Tub Section Tub Section Accessible Outlet & Switch Mounting Heights D A5.81 V/ 0 y_ 10 �,_ 1_ 11 ��_ 1_ 11 4 ��_ I_ 11 1 �,_ �_ �� a At Rated Breezeway Wall Assembly 3/4 -1 0 @ Non -rated Walls 3/4 -1 0 At Rated Tenant Wall Assembly 3/4 -1 0 3/4 -1 0 co rn n co U M N M N N O O N LO N 0 0 d m 3 co 0 ti 00 LO c 0 U 7 O a. ti O u7 N 07 w s a aD Q m w 0 L am am 2 H z W Q Q . p O J _ LL z Q U re a Building Type I -Right Elevation Building Type I - Partial Front Elevation 10'-2" FIN FLR -- 8'-41 /2 L. TRUSS BRG Building Type I - Partial Front Elevation 1X4 BELOW SOFFIT 12 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 _ J 71e„G TRUSS BR LAP SIDING TO BE WOOD GRAIN TEXTURE 24'-0" D REFER TO SHEETS A9.11 & A9.21 FOR DOOR & TRUSS BRG WINDOW DETAILS 02 KEY NOTES 01 MAY NOT BE REFERENCED ON THIS SHEET 01 TYPICAL FASCIA TRIM: 2x8 ALUM. CLAD 15'-0" TRUSS BR CONTINUOUS FASCIA BOARD W/ ALUMINUM DRIP 1 dk 12'-0" EDGE ABOVE @ ROOF PERIMETER. SEE SHEET TRUSS BRG A7.03 FOR SOFFIT DETAILS. 09 06 1 X8 10 02 ROOF SYSTEM PER SPECS. 03 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ELEVATION: 6" EXPOSURE — OL 0'_0' FIN FLR 04 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ELEVATION: 4" EXPOSURE IX6 05 FIBER CEMENT SHINGLE SIDING AS PER ELEVATION 06 FIBER CEMENT TRIM BOARD: WIDTH AS Z I INDICATED. PROVIDE FLASHING AS NECESSARY J = UI 07 WINDOWS & DOORS PER SCHEDULES. PROVIDE Q 1x4 TRIM AROUND WINDOWS & DOORS, LINO 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 _ IOIL 26'-7" 10 FIBER CEMENT PANEL TRUSS BRG 11 BUILDING SIGN & LIGHT. CONTRACTOR TO VERIFY & COORDINATE BUILDING SIGN & LIGHT LOCATION ................ 20'-31 /4' FIN FLR 18' 53/4" 12 BALCONY RAILING: PROVIDE 42" HIGH ALUM RAIL TRUSS BRG SYSTEM WITH ELECTROSTATIC PAINT (ESP) FINISH. COLOR TO BE SELECTED BY OWNER == 1o'-2" 13 DECORATIVE ALUMINUM FRAME FIN FLR 8'-41 /2" TRUSS BRG 14 12" ROUND DECORATIVE FOAM LOUVER 15 18" ROUND DECORATIVE FOAM LOUVER 0'-0" 16 DECORATIVE FOAM BRACKET FIN FLR 17 STEEL GUARDRAIL 1 /8"=1'-0" k 24'-0" TRUSS BRG OIL 0'-0" FIN FLR 1 /8"=1'-0" ELEVATIONS REVISED FOR ACTUAL 8' STUD CHANGE. 1 KEY PLAN 2 Ak 1 43 m FORUME t a ARCHITECTURE & INTFRIOR DFSIGN_ INC_ N PLANNING ARCHITECTURE I INTERIOR DESIGN 0 g 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com y Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL 11125109.._... 12/09109 60%Progress 12/17109 '' Bid Set 03102110 Permit Set ................ -............. PROJECT NO. 09-2587 ....Bu.1.d..ing_Txpe_ I _ Elevations A6.1 1 wlz �I 12 6� e i - rartial near tievaiion r\ •1 1• ■ r. r- . . • w J U H 2� 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 28'-7" C ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL OIL TRUSS BRG LAP SIDING TO BE WOOD GRAIN TEXTURE 04 D REFER TO SHEETS A9.11 & A9.21 FOR DOOR & 03 WINDOW DETAILS 06 1X10 F°N FLR KEY NOTES .. OIL 18' 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. .................... OL 8'-41 /2" ............... . TRUSS BRG 02 ROOF SYSTEM PER SPECS. 03 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ELEVATION: 6" EXPOSURE OIL 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 OL 35'-61/8" SITE CONDITIONS. TRUSS BRG OIL TRUSS 09 ONE-PIECE CORNER TRIM:1X4X4 28'10 FIBER CEMENT PANEL BRG IL 11 BUILDING SIGN & LIGHT. CONTRACTOR TO C_ VERIFY & COORDINATE BUILDING SIGN & LIGH 20'-31/4" LOCATION FIN FLR OL 18'-5 3/4" TRuss BRG 12 BALCONY RAILING: PROVIDE 42" HIGH ALUM ���_ SYSTEM WITH ELECTROSTATIC PAINT (ESP) FINISH. COLOR TO BE SELECTED BY OWNER 0LR 13 DECORATIVE ALUMINUM FRAME FIN F --OL 8'-41/2" TRUSS BRG 14 12" ROUND DECORATIVE FOAM LOUVER 15 18" ROUND DECORATIVE FOAM LOUVER Ilk F" IN FFLR 16 DECORATIVE FOAM BRACKET 17 STEEL GUARDRAIL 1 /8"=1'-0" 06 lX4 BELOW SOFFIT 05 O6 1 X4 J. 28'-7" Y TRUSS BRG —jJ 1X10 OIL 20 31/4 (' FIN FLR OIL 18'-5 3/4" TRUSS BRG ELEVATIONS REVISED FOR 03 ACTUAL 8' STUD CHANGE. 1 ' r FIN FLR O, 8-4 1/2' KEY PLAN TRUSS BRG 1 2 3� FORUMN ARCHITECTURE & `:. INTERIOR DESIGN, INC. PLANNING ARCHITECTURE I INTERIOR DESIGN I I 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 I www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments i City of Zephyrhills, FL i ET DISTRIBUTIONS: 11/25109 Progress Set .................. 12/09109 60% Progress at 12/17/09 Bet Set ._ .._____ ........... . D3102110 ............ _ ......... Permit Set ...................... _ ...................... ............_...._ _ ........ ............... _......._ ..._.....................__ .. _ PROJECT NO. 09-2587 i 1 Buildin T e .... 9 Yp Elevations n i - wmmni P%jmmr 1—ioxiatinn 1 /8"=1'-0" A6,12 I I I I I ---I II"1 ' .III. !II A'I, I _. I __ _1 w Z .l 12 5� Building T 12 5 1 X4 Eq— �.62 e II - Left Elevation Building Type II - Partial Front Elevation 1X4 BELOW SOFFIT 1X4 19 1 /8"=1'-011 12 5� Building T 12 �5 K 1X4 29' 6.62 IM. e II--- Right Elevation 12 �5 SHEET NOTES 1X4 MAY NOT BE REFERENCED ON THIS SHEET 12 06 1X4 BELOW SOFFIT A REFER TO SHEET A1.03 FOR GENERAL NOTES 5 b.os 1x4 B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION 05 12 ASSEMBLIES 5 02 01 C ALL TRIM TO BE SMOOTH TEXTURE, ALL HORIZONTAL �.28'-7" 1 AD (ZINKIr_ Tn R0 INOM cQAini TPYTi IPP ........................... FIN FLR 04 FIBER CEMENT HORIZONTAL LAP SIDING AS PER 07 ELEVATION: 4" EXPOSURE 05 FIBER CEMENT SHINGLE SIDING AS PER ELEVATION 1 /8"=1'-011 06 FIBER CEMENT TRIM BOARD: WIDTH AS Z INDICATED. PROVIDE FLASHING AS NECESSARY J v 07 WINDOWS & DOORS PER SCHEDULES. PROVIDE 1x4 TRIM AROUND WINDOWS & DOORS- UNO 1X4 BELOW SOFFIT 1 /8"=11-011 ELEVATIONS REVISED FOR ACTUAL 8' STUD CHANGE. 1 = KEY PLAN 4 r 2 4 3 FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN i 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 I www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments 0 City of Zephyrhills, FL u C 0 0 ET DISTRIBUTIONS: Progress Set ...... ................. 12117109....... B. id Set_ ............._. _. . 0342110_____________Pe..rtnit.Set.................... ........... EDITED BY: n i PROJECT NO. 09-2587 _ �.. 1. _.- - - I — -- , _ ------ — SHEET NOTES 13 MAY NOT BE REFERENCED ON THIS SHEET r A REFER TO SHEET A1.03 FOR GENERAL NOTES a 40 u a rn v 0 M cc O O co N C 0 92 0 d m 3 N N co O rl- co Ltd N C O U O 0 n 4o LO N N L a� a� O O s CM C m m co Z w Q S . o O J _ LL Z Q U a: 12 5 as- Buildina T 12 5� 7(]lX10 3 6.6 e II - Partial Rear Elevation �w Z Buildina T e II - Partial Rear Elevation X4 12 — 5 r B REFER TO SHEETS A1.04 & A1.05 FOR CONSTRUCTION f ASSEMBLIES a 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 a 01 TYPICAL FASCIA TRIM: 2x8 ALUM. CLAD a CONTINUOUS FASCIA BOARD W/ ALUMINUM DRIP € EDGE ABOVE @ ROOF PERIMETER. SEE SHEET cc u A7.03 FOR SOFFIT DETAILS. L 4 Q 02 c ROOF SYSTEM PER SPECS. 4 03 FIBER CEMENT HORIZONTAL LAP SIDING AS PER t ELEVATION: 6" EXPOSURE 4 04 } FIBER CEMENT HORIZONTAL LAP SIDING AS PER a ELEVATION: 4" EXPOSURE 4 r 05 FIBER CEMENT SHINGLE SIDING AS PER ELEVATION a 06 FIBER CEMENT TRIM BOARD: WIDTH AS i w INDICATED. PROVIDE FLASHING AS NECESSARY 1 Z v 07 WINDOWS & DOORS PER SCHEDULES. PROVIDE a lx4 TRIM AROUND WINDOWS & DOORS, UNO � E 06 1X4 BELOW SOFFIT 08 ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED. COLOR TO BE SELECTED BY OWNER. i 34-101/8 " COORDINATE LOCATIONS WITH ROOF PLAN AND � TRUSS BRG SITE CONDITIONS. ` 09 ONE—PIECE CORNER TRIM: lX4X4 ` i OIL 28'J" I TRUSS BRG Ac 77777 E__ �10 FIBER CEMENT PANEL< .. ..... .... ....... ..._J..... LE 11 BUILDING SIGN & LIGHT. CONTRACTOR TO ` 20'-3114" VERIFY & COORDINATE BUILDING SIGN & LI HT FIN FLR t 18' 5 314' LOCATION OIL TRUSS BRG w 1- H k 12 BALCONY RAILING: PROVIDE 42" HIGH AL IL �ff SYSTEM WITH ELECTROSTATIC PAINT (ESP) a - f ❑inncu nni no m DE: CM �rTCn n ov %nini�o 1. �H: K: �� ... ........ ........................................ ...... 10' 2" .... FIN FLR i 4 8' 4112" 13 DECORATIVE ALUMINUM FRAME 4 TRUSS BRG I 14 12" ROUND DECORATIVE FOAM LOUVER id'_J 15 18" ROUND DECORATIVE FOAM LOUVER OIL 0, FIN FLR 16 DECORATIVE FOAM BRACKET os o7 I i 17 STEEL GUARDRAIL 1X4 BELOW SOFFIT 1 /8"=1'-0" ' TRUSS BRG X4 1 /8"=1'-0" ELEVATIONS REVISED FOR ACTUAL 8' STUD CHANGE. 1 KEY PLAN 1 2 FORUME N ARCHITECTURE & INTERIOR DESIGN, INC. °' PLANNING I ARCHITECTURE I INTERIOR DESIGN 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 'ET DISTRIBUTIONS: 12117109 . I EDITED BY: U i PROJECT NO. 09-2587 - _ III III I1 I'IIHINI[III I 11h I ' _ I ! 1 1__Lf 1L L_L_' I I t f .I 9'I'II 1 11 I _ I-- CIO 0) a; cu - U O O O M cu O O - N M N C 0 0 a z Q U 12 5[: � 12 5� Building Type III - Left Elevation 12 5 .......... .. N W 2 = o w<? CO T LL 0 L Z W 1X4 BELOW SOFFIT 1X4 16 08 3 A6.6 MIRROR Buildina TVDe III - Front Elevation BRG 1 /8"=1'-0" 12 12 5[::� HQ.�Sim. ,_,.._. Buildina Tvge III - Riaht Elevation 1X4 BELOW SOFFIT 1X4 12 5 1X10 OL 28'-7" TRUSS BRG 1 /8"=1'-0" 12 �5 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 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 3 m nFORUME d ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 I fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments L City of Zephyrhills, FL 0 N 0 11I25.I09 _._. ___.Progress_ 12/09/09 60% Progre , S.et 12/17/09 Bid Set 03/02/10 .................................................................. ..................... ` Permit Set ......................................... A6.31 Y �CN co m O cn CDw 1 /8"=1 '-0" ri7 Buildina Tvae III - Rear 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 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 & 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 12 5 06 1X4 BELOW SOFFIT h 34'-10118" 02 TRUSS BRG 05 01 FINE 01: UN 07 06 1X10 7LI111111111111111111,. I11 3 A6.6 ELEVATIONS REVISED FOR ACTUAL 8' STUD CHANGE. 1 1 /8"=1'-0" FORUMN ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 4 fax:407.830.4143' AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FIL i U cli N U3 O LLJ or_ i Q SEJ DISTRIBUTIONS: 11125109___.. EDITED BY: r Elevations Y ........... _ ........... a A6.32 1= i i Enlarged Elevation @ Elevator 1 /4"=1'-0" Enlarged Elevation @ Clubhouse Side so L�J11 Enlarged Elevation @ Clubhouse Front —OIL 15'-0" os 1 X6 TRUSS BRG 1 /4"=1'-0" os 1 X2 02 os 1X12 16 15'-0" TRUSS BRG 1X6 1X8 1 /4"=1'-0" 12'-0" Y TRUSS BRG 0s 1X12 os 1 X8 os 1X6 1X6 FIN FLR 1 /4"=1'-0" Enlaraed Elevation 1 /4"=1'-0" Enlarged Elevation @ Clubhouse Front 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 24'-0" TRUSS BRG TRUSS 2 04 FIBER CEMENT HORIZONTAL LAP SIDING AS PER ELEVATION: 4" EXPOSURE 05 FIBER CEMENT SHINGLE SIDING AS PER ELEVATION 1 X4 OVER (2)1X12 06 FIBER CEMENT TRIM BOARD: WIDTH AS INDICATED. PROVIDE FLASHING AS NECESSARY 07 WINDOWS & DOORS PER SCHEDULES. PROVIDE 1x4 TRIM AROUND WINDOWS & DOORS, UNO 1 X8 OVER 2X P.T. BLOCKING 08 ALUM. GUTTERS & DOWNSPOUTS WHERE INDICATED. COLOR TO BE SELECTED BY OWNER. 1 B COORDINATE LOCATIONS WITH ROOF PLAN AND k6.62 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 & LIGHT LOCATION 0'-0" 12 BALCONY RAILING: PROVIDE 42" HIGH ALUM FIN FLR 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 2s'-7" COORDINATE SIZE & LOCATION W/ ELECTRICAL TRUSS BRG AND CIVIL DRAWINGS. 07 18 ELECTRICAL CONDUIT 03 19 DOWNSPOUT COUPLING TO SOLID DRAIN PIPE 1z 20 SOLID DRAIN PIPE 05 09 21 POP-UP EMITTER 0'- 1l " FIN FLR 22 ELBOW 18'-5 314" TRUSS BRG 23 GROUND os 1 X8 24 SEALANT 25 12 BEAM / HEADER PER STRUCTURAL 05 26 os BUILDING WRAP 10'-2" 27 7/16" OSB SHEATHING FIN FLR s' 4112" 28 SELF -ADHERING MEMBRANE TR S BRG os 1X8 29 TERMITE SHIELD 30 FLASHING 31 GABLE TRUSS PER STRUCTURAL r4A*"-N 02 6.62 os 1 X4 28'-7" TRUSS BRG a 03 U U l .. 09 12 1X12 06 I .. .......... .......... 0s 1 X4 r 05 .... FIN FLR _._ — — . —=- — TRUSS BRGOL l. . . 0s 1 X8 .. L . I - I r .......... N ti__ ._. _. ... .... ..... ...... 1 X8 os 03 1 X8 10, 2" 03gik FIN FLR 8' 4112" — — - - TR S BRG _ __ _ .. �.:. 03 1 l..... ........... 1 12 M. OIL o'-o" 0'-0" FIN FLR FIN FLR 1C riC �.62 A6.62 O�1 Enlaraed Elevation n Enlaraed Elevation 1 /4"=1'-0" 1 /4"=1'-0" aFORUME r 0 N ARCHITECTURE & INTERIOR DESIGN, INC. y 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 11125109 Progress..S..et..... 12109109 „ „ 60%Progress Set 12/17109 Bid Set .... 03102110 ............ .. Permit ........................... ............... - ................ EDITED BY: z PROJECT NO. 09-2587 100 U ICU U) a N L0 LR M ICU C) 0 N M N C: 0 0 d N CD O ti Co LO 0 0 0 00 LO N L CL a N 0 a) c a� CD z Cw G a L.L 0 J LL Z Q U a -CONTRACTOR TO VERIFY SOLID DRAIN PIPE SIZE AS REQUIRED. -CONTRACTOR TO VERIFY ALL GUTTER DRAINAGE LOCATIONS. -POP-UP EMITTERS TO BE LOCATED OUT SIDE OF LANDSCAPE (MULCHED) AREAS. -CONTRACTOR TO INSTALL PER MANUFACTURE SPECS. -CONTRACTOR TO VERIFY WHICH DOWN SPOUTS NEED TO BE CONNECTION DIRECTLY TO DRIANAGE PIPES. Gutter Detail 1'-6" N CV Decorative Brackets 0 0 M 4" n 1 "=1'-0" 1 1 /2"= V-0" Aluminum Frame NOTE: COORDINATE NUMBER OF ELECTRICAL METERS @ EACH BLDG. END W/ ELECTRICAL. Electrical Panel Elevation 1X8 OVER P.T. 2X12 1X4 OVER 1X8 1X4 (2)1X4 1X4 1X4 (2)1X12 1X8 4 4 1 X4 4 4 1X10 1X6 1X12 0 @ PORCH Q @ ENTRY Q@ APT. BALCONIES � Enlarged Column Elevations and Sections 3/4"=1'-0" 1X4 PAINT TO MATCH ADJACENT SIDING COLOR Q @ SIDE ENTRY 1 /2"=1 '-0" 1X8 OVER (2)1X12 1X4 1 X4 (2)1 X4 1X4 1X4 (2)1X12 1 /2"=1'-0" 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 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 - NO SEAMS ON COLUMNS 11 BUILDING SIGN & LIGHT. CONTRACTOR TO 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 ELECTRICAL METERS & EQUIPMENT: G.C. TO COORDINATE SIZE & LOCATION W/ ELECTRICAL AND CIVIL DRAWINGS. 18 ELECTRICAL CONDUIT 19 DOWNSPOUT COUPLING TO SOLID DRAIN PIPE 20 SOLID DRAIN PIPE 21 POP-UP EMITTER 22 ELBOW 23 GROUND 24 SEALANT 25 BEAM / HEADER PER STRUCTURAL 26 BUILDING WRAP 27 7/16" OSB SHEATHING 28 SELF -ADHERING MEMBRANE 29 TERMITE SHIELD 30 FLASHING 31 GABLE TRUSS PER STRUCTURAL 1 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.forumarGhitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL 0 Ul C 0 N N to C 0 U 0 o. � Y U N Q m N ! 12/17/09____ S.et......_. EDITED BY: m O C O LUQ DISTRIBUTIONS: z PROJECT NO. 09-2587 co I I a) CU U _ (n LO v c� 0 T v y CU CD C) _ N N co C 0 .0 a) 0 d rn 3 0 ti 0 co c 0 U 0 d co M N U) U) 1 77.0 Section P Balcon 1 /2"=1'-0" Not Used 1 1 /2"=1'-0" Exterior Wall Typ. @ Perpendicular Floor Truss 1 1 /2"=1'-0" 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" 1 LONG LAG SCREWS @ 16" OC 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 .C. G ----_-1_ __ L_Llll 'i FORUME 3 ro a a a 0 N ARCHITECTURE & INTERIOR DESIGN, INC. y 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 SET a w )E @ a 1..2109109 _ 60%.P.rogress Set _ In 12/17/09 Bid Set w 0310.2110 .............................:.................................................. Permit Set 0 _S. ...................... 0 n 3 N_.........._........._._ .:.:..................__.............._........... N_ 2 ............................. ............................... ro 00 0 U) o W w Q ISTRIBUTIONS: .......................................................................................................... A SHEET REVISIONS: 1 Misc. Coordination _.............................. � i l —fit 00 n Low Roof Framing Detail 1 1 /2"=1'-0" Tenant Separation Wall Typ. @ Side By Side Units Tenant Separation Wall Typ. @ Side By Side Units 1 1 /2"= V-0" m m Breezeway Wall UNIT W-3 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 LEDGER: (2) 2X12 ATTACHED WITH (2)1 /2" 0 X 5"LONG i LAG SCREWS @ 16" OC 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. 1 1/2"=1'-0" 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. ;EE )E @ -S. 3 m aFORUME a 9 L 0 ARCHITECTURE & INTERIOR DESIGN, INC. .N PLANNING I ARCHITECTURE I INTERIOR DESIGN m 0 0 745 orienta avenue, suite 1121 altamonte springs, f132701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com 3 Meetinghouse at Zephyrhills Senior Apartments 0 0 m U a 0 � City of Zephyrhills, FL a (n 0 y o U 7 12I17109 Bid Set 0NU/10 ° Permit Set i 01, EDITED BY: 0 N 00 m o c') o w� �¢ Q SET DISTRIBUTIONS: .................................................. SHEET REVISIONS: BREEZEWAY Low Roof Framing Detail 1 1 /2"=1'-O" Slab R Tenant Sep. Wall Typ. @ Side By Side Units 1 1 /2"= V-0" Slab Breezeway Wall 1 1 /2"=1 '-0" A7.02 00 a) cc U CO a 00 a: cm M 0 ca O 0 N N C) C O 0 d < W-2 CLOSET CLOS W-2 BALCONY Closet /Balcony Detail 1 1 /2"=1'-0" UNIT Soffit Detail Soffit Detail Upper Floors Balcony Column End Detail Continue Waterproofing all sides of column PER ROOF PLAN Gable 1 1 /2"=1'-0" 1 1 /2"=1'-0" 1'-4" A Soffit Detail _Balcony 6"=1'-0" BAl 0 v Balcony End Detail @ T-Bar 10 9.11 I BALCONY UNIT UNIT 6"=1'-0" @ Unit Wall 1 1/2"=l'-O" Balcony Detail 1 1 /2"= V-0" @ End 1 1 /2"=1'-O" = 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 CONTI OUS FASCIA BOARD W/ ALUMINUM DRIP EDGE AB E 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 1 1" X'LN SCREWS @ 12" O.C. STAGGERED FROM TOP TO ITOM 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 WALLS > 10 ) 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 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 i City of Zephyrhills, FL i N m m O U) O W w Q ET DISTRIBUTIONS: 11/25109 Progress Set .,.. i 12/09109 60%Progress S _. 12/17/09 Bid Set ........ ..._ ...._ _. _ 03102110 Permit Set ................................. ................... . . SHEET REVISIONS: 01.1.25110 1 Miscellaneous.Coordination ................... _________ EDITED BY: 'ROJECT NO. 09-2587 Section Details ........... A7.03 0 SHEET NOTES .. M 10 Washing Machine Outlet Box Plan View Fire Extinguisher Cabinet Section IU[-\LLLLCVV1-%I Fire Extinguisher Cabinet Plan View 1 1 /2"=1'-0" 1 1/2"=1'-0" 1 1 /2"=1'-0" Exhaust Duct Detail Fire Blocking R Single Wall Plan View Fire Blocking Plan View 3"=1'-0" 3"=1'-0" Tenant Separation Wall Drafsto ping Door Plan View 1 1 /2"=1'-0" 1 1 /2"=1'-0" Plan at Electrical Panel 1 1 /2"=1'-0" Section at Electrical Panel 47 DRYER VENT COVER 48 FIRE EXTINGUISHER CABINET 49 WASHING MACHINE OUTLET BOX 1 1 /2"=1'-0" FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 1 745 orienta avenue, suite 1121; altamonte springs, fl 32701 phone: 407.830.1400 fax:407.830.4143 AA0002731 www.foru march itectu re, corn 0 Y C N C 0 C N C N �• , 1 L T Y 3 Meetinghouse q.. at Zephyrhills : Senior Apartments 0 o City of Zephyrhills, FIL N C 0 N_ N C 0 a Y � t K m N I N m o 0 w SET DISTRIBUTIONS: .................. _._...... _.._ ................ .... _ _ _ . _._... _ ,r;,; e .. 0 SHEET REVISIONS: 1 Miscellaneous Coordination _........_............_. 0 EDITED BY: U, L U ? PROJECT NO. 09-2587 w ° Section Details w ad w w Q 4 A7. 0 0 �k , LL iF? Q SET DISTRIBUTIONS: .................. _._...... _.._ ................ .... _ _ _ . _._... _ ,r;,; e .. 0 SHEET REVISIONS: 1 Miscellaneous Coordination _........_............_. 0 EDITED BY: U, L U ? PROJECT NO. 09-2587 w ° Section Details w ad w w Q 4 A7. 0 0 �k , LL iF? Q Column Detail &C@a ilaster Detail Column Plans A7.05 @ Foundation 3"=1'-0" Community Center 1 "=1'-0" 1 "=1'-0" �1 Lricket Waterprootin V Cricket Behind Entry Tower CRICKET I I' I I I. I ROOF TRUSS— DESIGNED SO WALL BEARS ON TOP CHORD 3" = 1'-0" Lighting Section 1 1 /2" = V-0" 5 A9.21 2 A9.11 Section at Entry Tower 12 3.5 � 2'-0" 24'-0" TRUSS BRG 04 lX8 OVER P.T. 2X8 _OIL 12'-4114" B/ FRAMING AT FRONT OPENING 1 /2"=1'-0" o'-o" 1B A6.62 15'-0" TRUSS BRG OIL 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 11 KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 04 1X6 01 CONC. FND. & SLAB: PER FND. PLANS, DETAILS, AND 17 SCHEDULE 19 02 BASEBOARD TRIM: PROVIDE 31/4" COLONIAL STYLE 1X8 04 18 WD., PAINT COLOR PER OWNER 17 04 lX6 03 LEDGER: (2) 2X12 ATTACHED WITH (2)1 /2"0 X 5" 18 _ _ 1 LONG LAG SCREWS @ 16" OC 1X6 04 04 TRIM BAND: FIBER CEMENT TRIM BOARD, WIDTH AS DRIP INDICATED OR PER ELEVATION. TRIM BANDS TO Section at Veranda Ceiling CONT. AROUND ALL SIDES OF COLUMNS. PROVIDE ALL REQUIRED FLASHING AND COUNTERFLASHING 3/4"=1'-0" 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. 11 09 7/16" EXT. GRADE SHEATHING / DRAFTSTOPPING. 10 FURRING CHANNELS HORIZONTAL SPACED @ 24" 3 nFORUME a r r 0 N ARCHITECTURE & INTERIOR DESIGN, INC. c N PLANNING I ARCHITECTURE I INTERIOR DESIGN e 0 $ 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 6 www.forumarchitecture.com Meetinghouse at Zephyrh i I Is Senior Apartments VERTICALLY ` LCity of Zephyrhills, FL o 11 BEAM/HEADER: REFER TO STRUCTURAL FRAMING N o PLANS AND DETAILS L 12 DOUBLE TOP PLATE, TYP. 0 U a 13 2 X 10 TOP PLATE, TYP. a C g N 14 BACKER ROD Q m N y m o c w Of 15 FIBER CEMENT SIDING OVERBUILDING WRA . SEE Q ELEVATIONS FOR DESIGN IP AS NECESSARY) 04 ................................. ..... .., ..._.... 16 CONT. 2 X 4 (P.T. WHEN USED ON EXT.) DRIP 17 FIBER CEMENT PANEL 18 METAL FLASHING ....... __ _ 19 S 5/8" FIRE -RATED GYP BD (EXT. GRAD @ (2) LAYER -RA E E ALL EXT. CONDITIONS) 20 FOAM BRACKET. REFER TO 4 I A6.62 FOR DETAILS. 21 CONT. BEAD OF SEALANT Section at Veranda Ceiling 22 (1) LAYER5/8" EXT. GRADE FIRE -RATED GYP. BD. 3/4"=1'-0" 23 2X4 FIREBLOCKING 12 RC-2 24 SELF -ADHERING MEMBRANE FLASHING 8 25 STARTER STRIP ❑ 26 ❑ BUILDING WRAP 27 LEDGER: (2) 2X6" ATTACHED TO VERT. TRUSS ........... I MEMBERS W/ 318" 0 LAG SCREWS AT QUARTER Q POINTS, EVERY PANEL I .................. ..... ... I ..... I I ....................................................................... I I I I I I I (�I�h Ind �ET DISTRIBUTIONS: SHEET REVISIONS: 01/25/10 1 € MISC. COORDINATION I EDITED BY: GB PROJECT NO. 09-2587 i Building Type Center 1 /4"=1'-0" A7.11 i IV I , N' I I , -. I I I I _''rI Hill 91 if ' MIMII I II 11L! i 'L L CD T I I a� U v L0 0 , CU 0 0 - N N CM C 0 0 3 N_ ti O ti co LO c 0 U O d 00 LO N t Q CD O s 0 c (D 0 U) Z W H d Q O J U_ Z a U Section at Top of Roof to Wall UNIT UNIT MECH. RM./JANITOR'S ATTIC W-9 GALLERY 12'-0" C.H.1 1 _ 10'-2" L _ 8' 11 " 1 SS 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 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" 1 LONG LAG SCREWS @ 16" OC 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. kE 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 27 LEDGER: (2) 2X6" ATTACHED TO VERT. TRUSS MEMBERS W/ 3/8" 0 LAG SCREWS AT QUARTER Q POINTS, EVERY PANEL Y FIN. FLR. Section at Communit Center ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407,830.1400 I fax: 407.830.4143 AA0002731 i www.forumarchitecture.com 3 Meetinghouse E at Zephyrhills Senior Apartments to C 0 0 U w 0 E City of Zephyrhills, FL 0 0 C 0 .N 0 � Y C � N Q N m o C o C LU Of �Q 0 �- 11/25109......1 Progi 12109109 60% 12117/09 Bid E 2102190 i Perrr I I p L S T DISTRIBUTIONS: it .................... ................. 11 ...................... 1 Building_.Type I ............... Sections 1 A7.12 3/4"=1'-0" Low Roof to Units 3/4"=1'-0" , i SHEET NOTES A ALL FLASHING TO BE 26 GA. GALV. METAL, U.N.O. B ALL SEALANT TO BE ACRYLIC URETHANE FORUME b 7 a) CU U d ti O LO N cM La O O O N N C O 2 .r O d CA ti O ti a0 LO N C O U O ^L I..L 00 LO N O .G L Q Q co 7 O s a� _z w .Q Q 0 O J lL z Q U a Waterproofina Detail - Foundation 6" = 1'-0" Waterproofing Detail - Trim Band Siding to Trim to Panel Waterproofing Detail - Trim Band Panel to Trim Waterproofin Siding to Trim Detail - Trim Band 6" = 1'-0" 6" = 1'-0" 6" = 1'-0" Corner Waterproofing Detail - Outside Corner Siding to Trim Corner Waterproofing Detail - Inside Corner Siding to Trim 6" = 1'-0" 0 KEY NOTES SOME KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 METAL FLASHING 02 BUILDING WRAP 03 SELF ADHERING MEMBRANE 04 FIBER CEMENT SIDING OVER BUILDING WRAP 05 CONT. BEAD OF SEALANT 06 FIBER CEMENT TRIM BOARD, WIDTH PER ELEVATION. PROVIDE ALL REQUIRED FLASHING FOR SPECIFIC CONDITIONS 07 FIBER CEMENT PANEL 08 CONCRETE FOUNDATION & SLAB: PER FOUNDATION PLANS, DETAILS & SCHEDULE 09 TERMITE SHIELD: CONT. GALVANIZED METAL, TYP. 10 STARTER STRIP 11 CONT. SILL SEALER 12 ONE PIECE COMPOSITE CORNER TRIM BOARD 1X4X4 ` ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING i ARCHITECTURE i INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, t132701 phone:407.830.1400 fax:407.830.4143 AA0002731 www.forumarchitecture.com ul 0 ro ro N C 0 U Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL 11/25109.._._ _.....Progress Set 12/09109 60% Progre Set 12117109 Bid Set 03102h0 __ ._....................... Permit Set ...................... EDITED BY: U g N 00 m O � O W Q' � Q Q U z PROJECT NO. 09-2587 3 ro Typical Railing/ Ornamentation Installation Detail Window Installation Details Note: "Sealant" to be Exterior Sealant as Specified SHIM AS �� 24 GA. INDO � O � h �\ � � � � L FORUME NECESSARY ALUM. KEPT R "k U f ° C G �" FLASHING 3 y ARCHITECTURE & INTERIOR DESIGN, INC. A BUILDIN P r , INGG r ,r NG H J / r,, r,, IRGWRM NGWR�ING gUILDINGW �RpP • O / q r,, /i, r , // rii r, / ri, rri rri // ' / r r/ ' gUIID N PLANNING ARCHITECTURE INTERIOR DESIGN INGWRAP GwRr� = - P ARCHITE R • /.,,�/,, /r AILING FIN BUILD BUILDIN BUILDIN ,� / © URpIN /i, / gUILDI �/, r ' P _ WINDOW r /q�/i,, / r/, ri ri LDINGW O1 gUllDl O LOINGWR GWO RAP :; 8U LDIN ................ B LDINGW ��� � ,• ,.. WRAP K FRAME .: 745 orients avenue, suite 1121 S H,B C I - ILDI BUILD[[ m altamonte springs, fl 32701 D I_.P BUILD g O BUILDING I I gUILDI G BUILDING gUILDI BUILD! BU U I _„,�� BUM UILDINGG B LDINGW B LDIN"" W� : WRAP BAP �P I phone: 407.830.1400 B P g I 06 fax: 407.830.4143 C I Q BUILDINGGWAA BUILDI G BUILDING L ,I BUILDI 11A BUIWI i 0 AA0002731 IVY I i - gUILDI BUILDI gUILDI i 16 . —i NDUggWRAP , RAP WRY P RAP INSIOG r RAP www forumarchitecture com : • ., P BUILDINGWRA 2 w' S - P BUILDING gUl IN •: W�p WAPp I gUILpINGWRAP L DIAGRAM 1 N� BUILDINGW� gUILDI • gUILDINGW� 0 DIAGRAM RAM 2 DIAGRAM 3 6 �`N • • BDIID BUILD .. BUILDING • ' • BUILD BUI INGL�p gUILDI • BUILDING BUILD BUILD BUILOINGW Q B BUILDINGWRAP N BUILDINGWRAP BUILDING V BUILDINGVwv 0 U_ GRAM 1- SDTEPALOCATERAILINGMOUNTING. SDTEPCMP� SEALANT TO TOP AND SIDES OF MOUNTING DIAGRAM 1 IAGRAM 2 DIAGRAM 3 F DIAGRAM 4 DIAGRAM 5 DIAGRAM 6 DIAGRAM 7 DIAGRAM 8 DIAGRAM 9 DIAGRAM 10 N PLATE. STEP B: PRE -DRILL HOLES FOR RAILING/ORNAMENTATION ATTACHMENT DIAGRAM 1 - DIAGRAM 3 - DIAGRAM 4 - DIAGRAM 6 - DIAGRAM 9 - C AND FILL W/ SEALANT. SEE TYPICAL FASTENER INSTALLATION DETAIL. DIAGRAM 3- STEP A: WEATHER RESISTANT BUILDING WRAP OV R WINDOW OPENING STEP F: APPLY 10" NON -MEMORY SELF -ADHERING MEMBRANE (FORMABLE) STEP K: APPLY SELF -ADHERING MEMBRANE OVER NAILING FIN AT SIDES/JAMBS (WIDE STEP Q: ATTACH ALUMINUM FLASHING AT HEAD OF WINDOW WITH STEP T: FOLD BUILDING WRAP DOWN AT HEAD OVER THE STEP D: FASTEN MOUNTING PLATE ON TO TRIM BOARD PIECE. AND SHEATHING. AT SILL OVER PREVIOUS MEMBRANE AND UP SIDE AT LEAST 6" FROM ENOUGH TO EXTEND PAST SIDE FINISHED TRIM BAND BY 2" AND LONG ENOUGH TO FASTENERS. ALUMINUM FLASHING AND SELF -ADHERING MEMBRANE. CORNER. EXTEND PAST BOTTOM FINISHED TRIM BAND & THE TOP NAILING FIN BY 2"). DO NOT STEP B: CUT THROUGH BUILDING WRAP IN SHAPE F MODIFIED "I". APPLY SELF -ADHERING MEMBRANE TO SILL OR HEAD. DIAGRAM 7 - STEP U: SECURE FLAP OF BUILDING WRAP WITH 6" NON -MEMORY Typical Fastener Detail EXTENDING 8" OVER HEAD OF WINDOW OPENING. STEP G: PRIME EXPOSED SHEATHING. STEP R: APPLY 6" NON -MEMORY SELF -ADHERING MEMBRANE (FORMABLE) SELF -ADHERING MEMBRANE (FORMABLE) AT SEAMS. DIAGRAM 5 - OVER ALUMINUM FLASHING AT TARGET LOCATION OVER CORNERS AS DIAGRAM 2 - STEP H: APPLY CONTINUOUS BEAD OF SEALANT AT HEAD AND JAMBS ON STEP L: FORM 24 GAUGE ALUMINUM FLASHING FOR HEAD OF WINDOW AS SHOWN. SHOWN. DIAGRAM 10 - STEP C: FOLD FLAP UP ABOVE HEAD AND TEMPORARILY SECURE. INSIDE OF WINDOW NAILING FIN TO ENSURE THAT SEALANT WILL SQUEEZE (COLOR TO MATCH WINDOW) STEP V: BEFORE INTERIOR SHEATHING INSTALLATION, APPLY THRU SCREW LOCATIONS AND OUT NAILING FIN EDGE, IF SEALANT IS NOT SEALANT AT INTERIOR WINDOW SILL AND WINDOW FRAME, L VISIBLE AT THESE LOCATIONS, WINDOW WILL NEED TO BE RE -INSTALLED. DIAGRAM 8- 3 Meetinghouse A C D STEP D: FOLD SIDE AND BOTTOM FLAPS INTO ROUGH WINDOW OPENING. STEP M: CUT BOTH ENDS TO CREATE FOLDABLE FLAPS TO FIT WINDOW HEAD AS STEP S: APPLY SELF -ADHERING MEMBRANE (WIDE ENOUGH TO EXTEND 2" EXTENDING UP THE SIDES TO WINDOW OPENING. (APPROX. 1"MIN.) w CLEAN ALL SURFACES PER SEALANT MANUFACTURER RECOMMENDATIONS. SHOWN. PAST STUCCO BAND WIDTH) OVER ALUMINUM FLASHING, TARGET STRIPS, m STEP E: APPLY SELF -ADHERING MEMBRANE AT SILL, WIDE ENOUGH TO (DO NOT APPLY SEALANT AT SILL) a e p y r i s STEP W: OPEN WINDOW AND APPLY SEALANT TO BOTTOM INSIDE E ;.. AND SIDE MEMBRANES, AS SHOWN. � ALIGN WITH INSIDE EDGE OF SILL AND EXTEND PAST STUCCO BAND BY 2 STEP N: FOLD TOP FLAP DOWN FIRST, CORNERS OF THE ACTUAL ALUMINUM WINDOW FRAME. o STEP J: SET WINDOW IN ROUGH OPENING PER MANUFACTURER a Senior INSTRUCTIONS. ro � STEP P: FOLD FRONT FLAP OVER PREVIOUS TOP FLAP. DO NOT SEAL. � r o Apartments N C B Typical 2-Piece Vent Cover Detail Typical Wire/Pipe Penetration Detail 0 BUILDING OUILDINGWRO E City of Zephyrhills, FL DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 A GWgpp GwR� BUILDINGW( BUILDINGWR� .• .. C UILDIN gUIWIN BUILDINGWRAP ILDINGW GW E BU 0 DIAGRAM 1- DIAGRAM 2- ``� • INGWRAP BUILDINGWRAP INGW D BUILDINGWRAP BUILDING F L STEP A: PRE DRILL HOLE TO FIT FASTENER STEP C: PLACE ITEM TO BE SECURED AS REQUIRED BY ASSOCIATED DETAIL. BUILDI �Y\\ \ ``\ BUILDINGw BullB P Bulw euILD INGW P C THROUGH SIDING. JET • O BUILD, D ~ \ BUILDINGS W GW gU6D GWRA C \� / • i BUILDING gull BUI DIAGRAM 3-RAP RAP G BUILDI \ \ BUILDIN I •� BUILDINGWRAP : ILDINGw LDINGW ILDIN ILDI 7 STEP B: FILL HOLE COMPLETELY WITH SEALANT. P D: jNSERT FASTENER INTO HOLE FORCING SEALANT TO SQUEEZE OUT BUI Sol � � P A LDINGW w a OF PENETRATION AND AROUND FASTENER. BUILOINGWRAP BUILDINGWRO BUIL)INGWRM BU6DINGWRA BUILDING BUILDING E 8U G BuI DNG 0 B gUILDINGWRAP C BUILDINGWRAP UIWI W LOMGW l BUI RAP DINGWPA [)IN N DINGWRA C m N B BU BUILDINGWRC'P C gUILDINGW BUILDING BUILDINGW BUILDING Q g DINGW N 00 0 0 P UILDINGW m LLLI BUILDING BUILOINGG BUILOINGWRA B BUILDINGW .3/'� Q Q DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 DIAGRAM 4 9UIDINGWRAP B GW gUILDINGW gUIDINGWRAP% Bul BUILDINGWRAP N C DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 DIAGRAM 4 DIAGRAM 5 0 DIAGRAM 1- DIAGRAM 3 - DIAGRAM 1 - DIAGRAM 3 - DIAGRAM 5 - SET DISTRIBUTIONS: STEP A: CUT HOLE IN BUILDING WRAP TO FIT THE SIZE OF OPENING, STEP D: APPLY 6" SELF -ADHERING MEMBRANE ON BOTH SIDES OF VENT STEP A: CUT HOLE IN BUILDING WRAP TO FIT THE SIZE OF WIRE/PIPE. STEP D: WRAP FLAPS OF SELF -ADHERING MEMBRANE AROUND WIRE/PIPE, STEP F: WRAP FLAPS OF SELF -ADHERING MEMBRANE AROUND a COVER, EXTENDING 3" ABOVE TOP VENT COVER EDGE AND PAST AND ADHERE ONE OVER THE OTHER. ENSURE THE SELF -ADHERING WIRE/PIPE, AND ADHERE ONE OVER THE OTHER. ENSURE THE w . 11/2510.9.. Progress S.._. STEP B: APPLY SEALANT BEHIND VENT COVER MOUNTING PLATE SELF -ADHERING MEMBRANE ON BOTTOM. STEP B: INSERT WIRE/PIPE THROUGH HOLE. MEMBRANE WRAPS STICKS TO THE ACTUAL WIRE/PIPE, CREATING A BOND SELF -ADHERING MEMBRANE WRAPS STICKS TO THE ACTUAL a 12/09109„ . 60% Progr s Set BEFORE INSTALLING VENT COVER MOUNTING PLATE INTO HOLE OVER ALL AROUND THE WIRE/PIPE. WIRE/PIPE, CREATING A BOND ALL AROUND THE WIRE/PIPE. 12/17/.0.9 Bid Set .. _.._ BUILDING WRAP. INSTALL VENT COVER PER MANUFACTURER SPECS. DIAGRAM 4 - Z 03/02/10 Permit Set,,,,,,,,, ,,,, , , STEP E: APPLY 6 SELF ADHERING MEMBRANE AT TOP OF VENT COVER, DIAGRAM 2 - DIAGRAM 4.: 110 DIAGRAM 2 - EXTENDING PAST SELF -ADHERING MEMBRANE ON SIDES. STEP C: CUT SLIT HALFWAY THROUGH AN 6" SQUARE SELF -ADHERING STEP E: CUT SLIT HALFWAY THROUGH A SECOND 8" SQUARE STEP C: APPLY 6" SELF -ADHERING MEMBRANE AT BOTTOM OF VENT MEMBRANE AND PLACE BELOW WIRE/PIPE WITH SLIT OPENING AT TOP AS SELF -ADHERING MEMBRANE AND PLACE ABOVE WIRE/PIPE WITH o COVER, MOUNTING PLATE EXTENDING 4" PAST EDGE OF VENT COVER ON STEP F: AFTER SIDING APPLICATION, APPLY SEALANT BEHIND VENT COVER SHOWN. SLIT AT BOTTOM. SECOND SELF -ADHERING MEMBRANE SHALL - ....— BOTH SIDES. FLANGE ON TOP BOTH SIDES. DO NOT SEAL BOTTOM. COMPLETELY COVER THE FIRST MEMBRANE. 0 -----...............- - N C ro............................... Typical Sign Installation Detail Typical Electric Box Installation Detail N Q SHEET REVISIONS: M (0 BUILDINGW BUILOINGWRAP BUILDING ING VJRA NG WRA L P P � BUILD BUILD BUI CD BUILDINGWRAP gUILOINGWRAP ING W B,IUDING WRY BUI DING W ...+ _........... BUILD N a• — O RAP � INGWRAP C O N BUILDINGMAJ, LID A , �\ 0 N GN ...,INGWRAP INGWRAP C BUILDINGVkgp ff l . C o C Q a w�+ BUILDINGWRA BUILDINGW ' . BUILDING WRA gUILDINGW _ B ILDING W j o A []B— ° D D gUIIDINGP BUILDINGWRAP WRAP . ' ' . B BUILDING BUILDING W BUILDING WRAP ILL M E DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 DIAGRAM 4 DIAGRAM 5 CL 2 ............................................... L ...... 00 N DIAGRAM 1- DIAGRAM 2- DIAGRAM 3- DIAGRAM 1 - DIAGRAM 3 - DIAGRAM 4.: STEP A: INSTALL FIBER CEMENT HORIZONTAL LAP SIDING STEP B: PRE -DRILL HOLES AND FILL W/ACRYLIC URETHANE SEALANT. DO STEP D: FASTEN SIGN TO TRIM BOARDS. FASTENERS STEP A: PLACE BUILDING WRAP OVER ELECTRIC BOX STEP C: APPLY A LARGE ENOUGH PIECE OF NON -MEMORY STEP D: CUT'X' INTO OPENING OF ELECTRICAL BOX, c -- - PER MANUFACTURER'S INSTALLATION RECOMMENDATIONS. NOT PLACE HOLES BETWEEN LAP JOINTS. SHOULD NOT PENETRATE HORIZONTAL LAP SIDING. SELF -ADHERING MEMBRANE TO COVER ELECTRIC BOX BY 3" ON ALL AS SHOWN. ................... .......... o DIAGRAM 2 - SIDES. WORK MEMBRANE TIGHT AROUND ALL CORNERS OF ELECTRIC p STEP C: INSTALL FIBER CEMENT TRIM BOARDS USING PRE -DRILLED HOLES STEP B: CUT BUILDING WRAP AROUND ELECTRIC BOX, BOX DIAGRAM 5: FOR FASTENERS. TRIM BOARDS SHALL BE CUT TO MEASURE LESS THAN STEP E: FOLD TRIANGULAR TABS INTO ELECTRIC BOX. LO HEIGHT OF SIGN. 4 N ..... ...... . . ...... . W... ...................... L j EDITED BY: Penetration & Window Installation Details 1 A7.92 SHEET NOTES 13 ti UNIT Third Floor Stair Plan Building Type II 4'-0" TA" , 5'-0" , 8 TREADS @ 11" EA. 0 0 O OW LANDING SLOPE BRZWAY 4'-0" 71 ,!" T-8" Second Floor Stair Plan Building Type II 1'-0" 1'-7" 2'-51/2" SLOPE UNIT First Floor Stair Plan Building Type II 8 TREADS @ 11" EA. 2 8.03 W > 0 J W U_ IM. 3/8"=1'-0" IM. 3/8"=1'-0" 3/8"=1'-0" U UNIT Third Floor Stair Plan Building Type 1 40 UNIT Second Floor Stair Plan Building Type 1 UNIT UNIT First Floor Stair Plan Building Type 1 4'41 T-4" 5'-0.1 8 TREADS @ 11" EA.10 OW LANDING LI 1'-0" SLOPE O BRZWAY 1 1'_011 A8.03 5'-0" 4'-011 T-4" 4'-0" 8 TREADS @ 11" EA. 2 A8.03 MAY NOT BE REFERENCED ON THIS SHEET ` A G.C. & STAIR MFR. SHALL BE RESPONSIBLE FOR n BRACING OF STAIR INDEPENDENT OF BLDG. TO PROVIDE STABLE STAIR INSTALLATION 0 a B RAILINGS, HANDRAILS, & GUARDRAILS SHALL BE c STEEL WITH PAINTED FINISH. SEPARATE DISSIMILAR METALS W/ NEOPRENE GASKET / RUBBER MASTIC m .N COMPOUND o C REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION C ASSEMBLY SCHEDULES KEY NOTES Y MAY NOT BE REFERENCED ON THIS SHEET L 01 1" SQ. PICKETS @ 4 3/4" MAX. (SPACE BETWEEN E MUST BE < 4") 0 o W 02 1 1/2" DIA. STEEL HANDRAIL TO RESIST 200 P.L.F. CID W_ N C 03 1 1/2" SQ. POST @ 4'-0" O.C. MAX. 0 ° 04 CANE RAIL UNDER STAIRS, RETURN TO WALL 3 ° N 05 42" PRE -CAST CONC. TREAD W/ (2) 3/8" DIA. BOLTS a ON EACH SIDE ° E !! " FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING 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 06 1 x2 STEEL NOSING L Meetinghouse 3 07 SEALANT E at Zephyrh i I Is 0 08 CONT. 2 X 6 NAILER, TYP, 0 Senior 09 LIGHTWEIGHT CONCRETE o Apartments 10 CONT. 4"X6" GALV. FLASHING 0 3/8"=1'-0" 11 SELF -ADHERING MEMBRANE o El City of Zephyrhills, FL 0 12 PRE -DRILL PILOT HOLE AND INJECT WITH SEALANT 0 N 13 STRINGER: MC10X8.4 STEEL W/ OUT -TURNED ll 7' 4" 5' o" FLANGES PAINT TO MATCH ADJACENT WALL c c 8 TREADS @ I EA. O O UP DOWN LANDING UP 0" SLOPE O BRZWAY 1 A8.03 I 51-01101 4'-0" T-4" 8 TREADS @ 11" EA. 2 A8.03 1 ° U 7 14 1/8" THICK HARD POLYMER KOROLATH SHIM SIZED ° TO CONNECTION AT METAL TO CONC CONNECTIONS > a 15 NOT USED N ° ,3 16 BEAM: SEE FRAMING PLANS & SCHEDULES N 17 1 1/2"X1 1/2"X1/4"X7" ANGLE ON INSIDE FACE/OF /fy EACH STRINGER 0 > 18 SILL SUPPORT: 3" X 3" X 3/8" X 4" STEEL ANGLE W/ 0 W (2)1/2" DIA. X 31/2" LG, EXP. ANCHOR BOLT MIN. 3" 0 `L EMBED ° 19 3"X3"X1/4"X4" ANGLE W/ (2)1/2" DIA. X 3112" LG. BOLT ON THE INSIDE FACE OF BOTH STRINGER HALVES 20 7/16" EXTERIOR GRADE O.S.B. 21 5/8" EXT. GRADE FIRE -RATED GYPSUM BOARD 22 CEMENT BOARD PANEL L a 23 STARTER STRIP c c 24 ELASTOMERIC MEMBRANE 'a c 'i 25 BUILDING WRAP 3/8"=1'-0" a 26 DECK SHEATHING W/ PRIMER. MUST HAVE POSITIVE SLOPE (NEUTRAL MINIMUM) X a 27 P.T. SHIM: T-BAR TO CLEAR FINISH MAT'L c u 28 MEMBRANE SPACERS @ 12" O.C. f a c 29 COUNTER FLASHING a 2 iiZL�IMkiR ::T:�►U A C 31 DIVERTER FLASHING c 32 FIBER CEMENT HORIZONTAL LAP SIDING 'C 33 1X FIBER CEMENT BOARD TRIM LPL G � E o > 34 METAL FLASHING 00 J Z _W U 35 NO SEALANT r j 36 4"X4"X3/8" STEEL ANGLE W/ (4)1/2"X4" LAG BOLTS, SPACED EQUALLY @ 12" OC c u 37 METAL CAP: SLOPE TO DRAIN, PAINT TO MATCH TRIM c 38 2X4 FRAMING F 39 LEDGER PER STRUCTURAL u 40 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH u @ SECOND FLOOR i 3/8"=1'-0" FET DISTRIBUTIONS: 11/25/09......_ 0 N L 0 C a N m v ,...Progress. Set 12109/09 _ 60%Pragres Set__ 17J11I09 ......... Bid Se#___ _ _..... 03/02/10,,,,,, .__...Permit.Se.._ ...................... .......... — ............... . . SHEET REVISIONS: N M I I U a L0 M I- 77 cu I) 0 0 N N C O a� 0 1 ,-uivll 1 Third Floor Stair Plan Building Type III Second Floor Stair Plan Building Type III UNIT 1'-0" 1.1'-0" First Floor Stair Plan Building Type III 1. 4'-0" T-4" 5'-0" 8 TREADS @ 11" EA. DOW14 LANDING SLOPE O BRZWAY 1 A8.03 SIM. 7'-4" 4'-0" 5'-0" '1 "' 8 TREADS @ 11" EA. 2 A8.03 1. 4'-0" 7'4" rw L. 6-0" 10 8 TREADS @ 11" EA. 1'-011 UP DO N SLOPE LANDING BRZWAY UP 1 A8.03 SIM. r I I 4'4" T-4" le 5'-0" 8 TREADS @ 11" EA. 2 A8.03 F-0" A SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A G.C. & STAIR MFR. SHALL BE RESPONSIBLE FOR BRACING OF STAIR INDEPENDENT OF BLDG. TO PROVIDE STABLE STAIR INSTALLATION B RAILINGS, HANDRAILS, & GUARDRAILS SHALL BE STEEL WITH PAINTED FINISH. SEPARATE DISSIMILAR METALS W/ NEOPRENE GASKET / RUBBER MASTIC COMPOUND C REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLY SCHEDULES KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 1" SQ. PICKETS @ 4 3/4" MAX. (SPACE BETWEEN MUST BE < 4") 9 > 02 1 1/2" DIA. STEEL HANDRAIL TO RESIST 200 P.L.F. 0 J W_ 03 1 1/2" SQ. POST @ 4'-0" O.C. MAX. 04 CANE RAIL UNDER STAIRS, RETURN TO WALL 05 42" PRE -CAST CONC. TREAD W/ (2) 3/8" DIA. BOLTS ON EACH SIDE 06 1"X2" STEEL NOSING 07 SEALANT 08 CONT. 2 X 6 NAILER, TYP. 09 LIGHTWEIGHT CONCRETE 10 CONT. 4"X6" GALV, FLASHING 11 SELF -ADHERING MEMBRANE 12 PRE -DRILL PILOT HOLE AND INJECT WITH SEALANT 13 STRINGER: MC10X8.4 STEEL W/ OUT -TURNED FLANGES, PAINT TO MATCH ADJACENT WALL 14 1/8" THICK HARD POLYMER KOROLATH SHIM SIZED TO CONNECTION AT METAL TO CONC CONNECTIONS 15 NOT USED 16 BEAM: SEE FRAMING PLANS & SCHEDULES ZOF 17 1 1/2"X1 1/2"X1/4"X7" ANGLE ON INSIDE FAC EACH STRINGER o > 18 SILL SUPPORT: 3" X 3" X 3/8" X 4" STEEL ANGLE W/ Co w (2)1/2" DIA. X 31/2" LG. EXP. ANCHOR BOLT MIN. 3" U_ EMBED 19 3"X3"X1/4"X4" ANGLE W/ (2)1/2" DIA. X 31/2" LG. BOLT ON THE INSIDE FACE OF BOTH STRINGER HALVES 20 7/16" EXTERIOR GRADE O.S.B. 21 5/8" EXT. GRADE FIRE -RATED GYPSUM BOARD 22 CEMENT BOARD PANEL 23 STARTER STRIP 24 ELASTOMERIC MEMBRANE 25 BUILDING WRAP 3/8"=1'-0" 26 DECK SHEATHING W/ PRIMER. MUST HAVE POSITIVE 1 SLOPE (NEUTRAL MINIMUM) 27 P.T. SHIM: T-BAR TO CLEAR FINISH MAT'L 28 MEMBRANE SPACERS @ 12" O.C. 29 COUNTER FLASHING 30 ALUMINUM T-BAR W/ DRIP EDGE 31 DIVERTER FLASHING 32 FIBER CEMENT HORIZONTAL LAP SIDING 33 1X FIBER CEMENT BOARD TRIM U_ CO 0 34 METAL FLASHING J W U_ 35 NO SEALANT IM 36 4"X4"X3/8" STEEL ANGLE W/ (4)1/2"X4" LAG BOLTS, SPACED EQUALLY @ 12" OC 37 METAL CAP: SLOPE TO DRAIN, PAINT TO MATCH TRIM 38 2X4 FRAMING 39 LEDGER PER STRUCTURAL 40 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 3/8"=1'-0" 3 a L"FORUME r 0 N ARCHITECTURE &u INTERIOR DESIGN, INC. c .N PLANNING I ARCHITECTURE I INTERIOR DESIGN m 0 0 745 orienta avenue, suite 1121 a) altamonte springs, fl 32701 c phone: 407.830.1400 fax: 407,830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL :T DISTRIBUTIONS: 12109109 ........,...60d..SProgessSe L 209,B%et......... 03/02110 Permit Set .._..._ ....................<....._...............___ .............. .._....................................._.-... _................... _. SHEET REVISIONS: EDITED BY: A8.02 N th I I U co a rn co 0 cri c�a 0 T O N O N C: 0 m 0 a CD co 0 co a 00 Ln N 0 U O d co LO N //L�. VJ .G L_ Q a� to 0 a� _ U) -z w a a a o 0 Ii z U Roof Cap Detail @ Breezeway Low Roof 20'-3 114" FIN. FLOOR 18'-5 3/4' TRUSS BRG. 4 A8.03 1 10'-2" FIN. FLOOR 9'-5" TRUSS BRG. 1 8'-4 1 /2' TRUSS BRG. 0'-0" FIN. FLOOR 4-7 1/2" E.O.S. Partial Stair Section Building Type III )1X4 6"=1'-0" Roof Section Detail @ Breezeway Low Roof 1 FIN. FLOOR 20'-3 1 /4'" FIN. FLOOR 18'-5 3/4' TRUSS BRG. FIN. FLOOR 9'-5" TRUSS BRG. 8'-4 1 /2' TRUSS BRG. 1X1 1X4 1 1 /2"=1'-0" p 1 28'-7" FIN. FLOOR FIN. FLOOR'r *R,1TRUS. 6 i .... ....... ..... A8.03 .. ........ K"4 ..... ... ......... A8.03 i 12 5�j Partial Stair Section 3/8"=1'-O" Building Type 11 FIN. FLOOR 9'-5" TRUSS BRG. 1/2- TRUSS BRG. C C to ¢ LU o 0'-0" FIN. FLOOR -0'-7" E.O.S. X4 X4 Roof Section Detail @ Breezeway Low Roof A'_n" CTI In Tn CTI In Stair Section Typical SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A G.C. & STAIR MFR. SHALL BE RESPONSIBLE FOR BRACING OF STAIR INDEPENDENT OF BLDG. TO PROVIDE STABLE STAIR INSTALLATION B RAILINGS, HANDRAILS, & GUARDRAILS SHALL BE STEEL WITH PAINTED FINISH. SEPARATE DISSIMILAR METALS WI NEOPRENE GASKET / RUBBER MASTIC COMPOUND C REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLY SCHEDULES KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 1" SQ. PICKETS @ 4 3/4" MAX. (SPACE BETWEEN MUST BE < 4") 02 1 1/2" DIA. STEEL HANDRAIL TO RESIST 200 P.L.F. 03 1 1/2" SQ. POST @ 4'-0" O.C. MAX. 04 CANE RAIL UNDER STAIRS, RETURN TO WALL 05 42" PRE -CAST CONC. TREAD W/ (2) 3/8" DIA. BOLTS ON EACH SIDE 06 1"X2" STEEL NOSING 07 SEALANT 08 CONT. 2 X 6 NAILER, TYP. 4" 09 LIGHTWEIGHT CONCRETE 10 CONT. 4"X6" GALV. FLASHING 11 SELF -ADHERING MEMBRANE 12 PRE -DRILL PILOT HOLE AND INJECT WITH SEALANT 13 STRINGER: MC10X8.4 STEEL W/ OUT -TURNED FLANGES, PAINT TO MATCH ADJACENT WALL 14 1/8" THICK HARD POLYMER KOROLATH SHIM SIZED TO CONNECTION AT METAL TO CONC CONNECTIONS / ....... ......... .......... ... 20 7/16" EXTERIOR GRADE O.S.B. 21 5/8" EXT. GRADE FIRE -RATED GYPSUM BOARD co - ......... - .. 22 CEMENT BOARD PANEL � ..(..._._..........._ W ............._........................._........_...,................._...................... _j ......................................._................._. .__........': `......_......_.._._................._.. .... . ...._ N..� FG2 23 STARTER STRIP 1 Stair Section 3/8"=1'-0" Building Type I 3/8"=1'-0" 38 2X4 FRAMING 39 LEDGER PER STRUCTURAL 40 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR 1 1 1 1 I I i 1 I .1 c 'FORUME I 1 ARCHITECTURE & `:. INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN I I i 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 0 C 0 W C c 0 SET DISTRIBUTIONS: 0 01/25110 -1 Misc Coordination L0 0 0 L U L E ............ ........... _._...._................ L 0 .................... ......... ................. 0 a a L �- . ........ ...... L r 0 ......................... 0 U L L_.. _.. ........ _....... '0 C .......... ._..........-.__..._ ...._..-------- l0 y Y C.. E 7 EDITED BY: 0 r a z PROJECT NO. 09-2587 00 Cz U U) 2 IL N ce) N M M 0 0 N �o N c 0 0 n. 0 c 0 vHandred l Connection i v 3"=1'-0" Typical D u 7 L D u D U Handrail End Plan Detail @ Top of Stair Run 3"=1'-0" 49 4411 i10 Handrail Detail Landing Detail 3"=1'-0" TO BE ►M CUT TO cc M Midlandinq End Detail Section � Handrail Detail Guardrail Detail 3"=1'-0" 1 1 /2"= V-0" 1 /2"=1'-0" r ; "**N �St;ir (a� Uppe�rF�in sh�Flor Stair (cD, First Floor Slab 1 1/2"=l'-0" 1 1 /2"=1'-0" SHEET NOTES MAY NOT BE REFERENCED ON THIS SHEET A G.C. & STAIR MFR. SHALL BE RESPONSIBLE FOR BRACING OF STAIR INDEPENDENT OF BLDG. TO PROVIDE STABLE STAIR INSTALLATION B RAILINGS, HANDRAILS, & GUARDRAILS SHALL BE STEEL WITH PAINTED FINISH. SEPARATE DISSIMILAR METALS W/ NEOPRENE GASKET / RUBBER MASTIC COMPOUND C REFER TO SHEET A1.04 & A1.05 FOR CONSTRUCTION ASSEMBLY SCHEDULES KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 1" SQ. PICKETS @ 4 3/4" MAX. (SPACE BETWEEN MUST BE < 4") 02 1 112" DIA. STEEL HANDRAIL TO RESIST 200 P.L.F. 03 1 1/2" SQ. POST @ 4'-0" O.C. MAX. 04 CANE RAIL UNDER STAIRS, RETURN TO WALL 05 42" PRE -CAST CONC. TREAD W/ (2) 3/8" DIA. BOLTS ON EACH SIDE 06 1"X2" STEEL NOSING 07 SEALANT 08 CONT. 2 X 6 NAILER, TYP. 09 LIGHTWEIGHT CONCRETE 10 CONT. 4"X6" GALV. FLASHING 11 SELF -ADHERING MEMBRANE 12 PRE -DRILL PILOT HOLE AND INJECT WITH SEALANT 13 STRINGER: MC10X8.4 STEEL W/ OUT -TURNED FLANGES, PAINT TO MATCH ADJACENT WALL 14 1/8" THICK HARD POLYMER KOROLATH SHIM SIZED TO CONNECTIO AT METAL TO CONC CONNECTIONS 1 15 NOT USED 16 BEAM: SEE FRAMING PLANS & SCHEDULES 17 1 1/2"X1 1/2"X1/4"X7" ANGLE ON INSIDE FAC OF EACH STRINGER 18 SILL SUPPORT: 3" X 3" X 3/8" X 4" STEEL ANGLE W/ (2)1/2" DIA. X 31/2" LG. EXP. ANCHOR BOLT MIN. 3" EMBED 19 3"X3"X1/4"X4" ANGLE W/ (2)1/2" DIA. X 31/2" LG. BOLT ON THE INSIDE FACE OF BOTH STRINGER HALVES 20 7/16" EXTERIOR GRADE O.S.B. 21 5/8" EXT. GRADE FIRE -RATED GYPSUM BOARD 22 CEMENT BOARD PANEL 23 STARTER STRIP 24 ELASTOMERIC MEMBRANE 25 BUILDING WRAP 26 DECK SHEATHING W/ PRIMER. MUST HAVE POSITIVE SLOPE (NEUTRAL MINIMUM) 27 P.T. SHIM: T-BAR TO CLEAR FINISH MAT'L 28 MEMBRANE SPACERS @ 12" O.C. 29 COUNTER FLASHING 30 ALUMINUM T-BAR W/ DRIP EDGE 31 DIVERTER FLASHING 32 FIBER CEMENT HORIZONTAL LAP SIDING 33 1X FIBER CEMENT BOARD TRIM 34 METAL FLASHING 35 NO SEALANT 36 4"X4"X3/8" STEEL ANGLE W/ (4)1/2"X4" LAG BOLTS, SPACED EQUALLY @ 12" OC 37 METAL CAP: SLOPE TO DRAIN, PAINT TO MATCH TRIM 38 2X4 FRAMING 39 LEDGER PER STRUCTURAL 40 2X4 WALL: FULL HEIGHT @ FIRST FLOOR, 42" HIGH @ SECOND FLOOR m aFORUME 0 L 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 www.forumarGhitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL 0 0 N U i C 0 g N < mCn N N m o C 0 W 03/02110 Permit Set ._....._...............................__............... __._.._..._............_... i . n SHEET REVISIONS: i 01/25/10.._ .!I,._1._. _._. Misc. Coordination......._.._._. __.._ ....... I 1 ............... ................ i °. ...........__ _..._........:..........................._..... _ ........... i EDITED BY: Landing R Wall 1 1 /2"=1'-0" Breezeway Wate rp roof i n c 6"=1'-0" rA*'*\�St;ir Mid -Landing 1 1 /2"= V-0" Stair & Mid-Landin _�_IIIII 11ji " III III 'I I I I I I 1 ' IT[ I I I' I' I 11111 UT 1I I- _ _ ■ _ L _ N CM I I O tC U U) Q 00 r co M O cu 0 0 N C�11 C: O N O d 7 A7.91 Low Roof to Elevator Wall Detail [Mali 1 1/2"=1'-0" Sill /Header Detail Typical Upper Floors 1 "= 1 '-01 1 7 A7.03 SI 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 REFER TO SHEET A9.11 & A9.21 FOR DOOR AND WINDOW SCHEDULES AND DETAILS. D ELEVATOR BASIS -OF -DESIGN: KONE ECOSPACE 2500 LB KEY NOTES MAY NOT BE REFERENCED ON THIS SHEET 01 SWITCH FOR SERVICE LIGHT. COORDINATE W/ ELEVATOR MANUFACTURER. 02 OSHA APPROVED SERVICE LADDER AT ELEVATOR PIT. COORDINATE W/ ELEVATOR MANUFACTURER. 03 CONTINUOUS BENTONITE CLAY WATERPROOFING AND PROTECTION BOARD AT EXTERIOR OF FOUNDATION WALLS AND UNDERSIDE OF PIT. 04 SERVICE LIGHT. COORDINATE W/ ELEVATOR MANUFACTURER. 05 ELEVATOR PIT PER STRUCTURAL. 06 SUMP PIT PER STRUCTURAL. 07 PERMANENT HOISTWAY BEAM. COORDINATE SIZE AND MOUNTING HEIGHT W/ ELEVATOR MANUFACTURER. 08 EXPANSION JOINT 09 METAL CHANNEL 10 HOISTWAY DOOR ASSEMBLY: COORDINATE DOOR, THRESHOLD & JAMB W/ ELEVATOR MANUFACTURER. ENTIRE FRONT WALL AT EACH LANDING TO BE LEFT FULLY OPEN PRIOR TO ELEVATOR INSTALLATION 11 SILL SUPPORT PER ELEVATOR MANUFACTURER. 12 CONCRETE SLAB AND FOUNDATION PER STRUCTURAL 13 P.T. 2X NAILER 14 ROOF TRUSS 15 PRECAST -LINTEL- 8F8-1BPARTIAL BLOCK ABOVTTO LI 16 BOND BEAM WITH 1 - #5 CONT. L 17 LEDGER: (2) 2xl2 SYP #2 WITH (2) %"x7" EXPANSION ANCHORS @ 24" O.C. INTO SOLID GROUTED MASONRY UNIT ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN I I 745 orienta avenue, suite 1121 altamonte springs, fl 32701 phone: 407.830.1400 1 fax: 407.830.4143 AA0002731 i www,forumarchitecture.com I W C 0 ■ Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL Y N CYt m O U) O SET DISTRIBUTIONS: _ 19/25109 Progress S 031.02I1 ........ ............. _ SHEET REVISIONS: 01125110 °° 1 I'' Misc. Coordination ........"...... .................. ............ I EDITED BY: U ? PROJECT NO. 09-2587 Elevator Hoistway _ .............. _ . Section & Details Sill Detail 1 "=1'-0" Elevator Hoistway Plan @ Ground Floor 3/8"=1'-0" Elevator Hoistway Section 3/8"=1 '-0" A8.05 0) ca U a 0 0 co d- r t6 0 0 N T N C O S 0 I ill 1 ' 1' 1' ' T t11111111 11111' 11 Yi! 'I I i E UNIT DOOR SCHEDULE Sliding Glass Door Head ® DOOR FRAME SIZE MARK DESC. TYPE W H TH AREA MATL. MATL. REMARKS 1 EXT. A 3'-0" 6'-8" 1 3/4" 20 S.F. MTL. MTL. 45 MIN. DR RATING 2 EXT. C 6'-6" 6'-8" 13/8" MTL./GL. MTL. 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 9 INT. EXT. B A (2)2'-6" 6'-0" 6'-8" t 6'-8" 13/8" 1 3/4" 40 S.F. WOOD MTL. WOOD MTL. 45 MIN. DR RATING NOTE: 1) ALL EXTERIOR GLAZING SHALL BE IMPACT GLASS. 6"=1'-0" Sliding Glass Door Threshold 10 6"=1'-0" @ Upper Floors Sliding Glass Door Threshold @ Ground Floor 6"=1'-0" Typical Bi-Fold Door Head Jamb Similar r " Interior Door Head @ Rated Wall Interior Door Jamb 6"=1'-0" 6"=1'-0" 6"=1'-0" -COMMUNITY CENTER DOOR SCHEDULE 7 ( 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. MTL./GL. MTL. WI 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. MTL. MTL. 45 MIN. DR RATING - SOLID CORE, DEADBOLT 14 EXT. E 3'-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./GL. WOOD (2) -1 OPERABLE / 1 FIXED LOCKSET W/ HEAD AND FOOT BOLT(FIXED) 17 INT. D (2)3'-0" 8'-0" 13/8" 48 S.F. MTL./GL. WOOD (2) -1 OPERABLE / 1 FIXED LOCKSET W/ HEAD AND FOOT BOLT(FIXED) 18 INT. D (2)3'-0" 8'-0" 13/8" 48 S.F. MTL./GL. WOOD PANIC HARDWARE 19 INT. A T-0" 8'-0" 13/8" 24 S.F. WOOD WOOD PANIC HARDWARE 20 INT. D T-0" 8'-0" 13/8" 24 S.F. MTL./GL. I WOOD CARD READER - VERIFY W/ ALARM, DEADBOLT 21 INT. D 3-0" 6'-8" 13/8" 20 S.F. MTL./GL. WOOD OFFICE LOCKSET 22 INT. A T-0" 6'-8" 13/8" 20 S.F. 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" 1 20 S.F. MTL./GL. MTL. 45 MIN. DR RATING - W/ CLOSER AND SMOKE RATED SEALS NOTE: 1) ALL EXTERIOR GLAZING SHALL BE IMPACT GLASS. G 6-PANEL DOOR E�xterior Door Head r � Exterior Door Jamb 00 0 6-PANEL BI-FOLD 6"=1'-0" 6"=1'-0" © 0 Q SLIDING GLASS DOOR GLASS FLUSH W/ VENT DnOR nnOR Exterior Door Threshold @ Upper Floors 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 OVER BUILDING WRAP 2 EXT. GRADE SHEATHING PER ASSEMBLIES 3 GYPSUM BOARD 4 SEALANT 5 SHIM AS NECESSARY,1/4" MAX 6 ALUMINUM THRESHOLD SET IN TWO CONT. BEADS OF SEALANT. ADA COMPLIANT (1/2" MAX HEIGHT & 2:1 BEVELS) 7 DOOR AS PER SCHEDULE 8 FRAME AS PER SCHEDULE 9 LIGHTWEIGHT CONC SLAB 10 STUDS AS PER FRAMING SCHEDULE 11 HEADER AS PER FRAMING SCHEDULE 12 INTERIOR 2X WALL 13 FLOOR TRUSS 14 METAL FLASHING 15 CONT. CAULKING A 16 WATER PROOF MEMBRANE 17 WOOD TRIM 18 AUTOMATIC DOOR SWEEP 19 BI-FOLD TRACK 20 BI-FOLD DOOR 21 GYP. BD. RETURN 22 BLOCKING 23 FIBER CEMENT TRIM BAND, WIDTH PER ELEVATION DETAILS 24 DECK SHEATHING 25 CONT. FILLER AS REQUIRED IF RESILIENT CHANNELS ARE USED IN WALL ASSEMBLY 26 RESILIENT CHANNELS AS REQUIRED PER ASSEMBLIES AND MFR. RECOMMENDATIONS 27 METAL COUNTERFLASHING 28 BUILDING WRAP 29 SELF ADHERING MEMBRANE 30 ALUM SLIDING GLASS DOOR THRESHOLD SET IN ,,,� �L, FULL BED OF SEALANT. WATER STOP FIN SHALL INSTALL PER MANUFACTURER NOT EXTEND MORE THAN 3/4" ABOVE THE FINISH Exterior Door Threshold FLOOR (TILE OR COMPRESSED CARPET). f.ol6"=1'-0" @ Ground Floor w/ Pavers @ Ground Floor 6"=1'-0" 31 GYP-CRETE TOPPING 32 METAL BASE FLASHING 33 FIBER CEMENT STARTER STRIP 34 NO SEALANT 35 MASTIC CANT STRIP ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, tl 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.corn Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL 0 ui 0 � � N in CV 0 wOf �Q SET DISTRIBUTIONS: 11/25109..... _......Progress Set .................. ...................' 12/09/09 001/q Ngress Set_ , 12/17/09 Bid Set 03102110 Permit Set .................................................. Set............................ .......... _ ......................... 0 SHEET REVISIONS: 10 1 '' Misc. Coortlina6on .......... ;.._..._.._._......._...._....................................... _... ........... _.............. _. _. _...... _...._..................................... EDITED BY: JT, JD U z PROJECT NO. 09-2587 @ Rated Wall 'u I 1 1111111 I'II'1111111I1 1111 U 11"1111 1 L-llI_1 _ I_ I I I I 1 11 r-1 1191j' I' "1 11 1' 1 IL ' I I I I'9' III'[ 111IM117m111 1'11i 111; rl l__ I I UNIT WINDOW SCHEDULE SHEET NOTES N I I r N U U) M It . CU 0 0 N N C 0 0 0 'a L e- C Sealant � 0 0 Window Head Corner Window Jamb Detail @ Double and Triple �I U M Window Sill Detail 6"=1'-0" v 6"=1'-0" Transom @ Window / Window 6"=1'-011 Window Sill Detail Transom @ Window / Door (D- DESC. SIZE AREA HD. HGT. A.F.F. REMARKS MARK TYPE W H A SINGLE HUNG 1 3'-011 5'-011 15 7'-2" B SINGLE HUNG 2 (2) 3'-0" 5'-0" 30 T-2" C FIXED 3 3'-011 3'-011 9 D SINGLE HUNG 4 2'-0" 6'-011 12 8'-011 E SINGLE HUNG 1 3'-011 6'-011 18 8'-0" F SINGLE HUNG 2 (2)3'-0" 6'-0" 36 8'-011 G FIXED 8 2'-011 1'-611 3 10'-1 1/4' H FIXED 9 3'-0" 1'-6" 4.5 10'-11/4' J SINGLE HUNG 1 3'-011 4'-011 12 8'-011 K FIXED 10 6'-0" 2'-0" 12 10'-7 1/4" L FIXED 11 6'-011 1'-611 9 10'-1 1/4' 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" 1 INTERIOR R FIXED 7 3'-0" 5'-0" S SINGLE HUNG 5 2'-0" 4'-011 8 19'-7" @ TOWER T FIXED 13 6'-0" 4'-4" 26 8'-0" INTERIOR 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 Window Sill Detail @ Tower Band Window Jamb Detail Typical 6"=1 '-011 6"=1'-0" Window Head Detail Typical Window Sill Detail Typical 6"=1'-011 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 15 CONT. CAULKING 16 SCREEN 17 NO SEALANT 18 BUILDING WRAP 19 GYP. BD. RETURN 20 FIBER CEMENT STARTER STRIP 21 FIBER CEMENT PANEL � FORUME L 0 V ARCHITECTURE & INTERIOR DESIGN, INC. C I y PLANNING I ARCHITECTURE I INTERIOR DESIGN 0 0 745 orienta avenue! suite 1121 altamonte springs, fl 32701 phone: 4d7.830.1400 06 fax: 407.830.4143 AA0002731 16 www.forumarchitecture.com r U Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL o C W [If 3 a C� c J 0 � I 0 C I I IIhIII 1111 n1° 11 111111 '1'1' 1 II 1 11 1 1 1 1 1 n 1 1 r1111 LI" 1111 1 111111 1 11 11T k9fUTIun111r9Y1 F11 11, 111 1 II i 9'FORUME nV, FULL -OPEN VALVE (TYPICAL) ELECTRIC WATER HEATER (REFER TO SCHEDULE) 1" SCH. 40 CPVC WATER HEATER DRAIN. SEE HOT WATER TO UNIT COLD WATER TO UNIT EXPANTION TANK. WATTS #DET-5-M1. DWEWNG UNIT VALVE (FULL -OPEN VALVE) FUTURE REMOTE WATER METER. -COLD WATER INLET TO RISER DI -ELECTRIC UNION (TYPICAL). PRESSURE AND TEMPERATURE RELIEF VALVE (FULL SIZE). TEMPERATURE AND PRESSURE /7 RELIEF VALVE. (ASME). 1" SCH 40 CPVC PIPE. TERMINATE 2" ABOVE PAN DRAIN. PLASTIC WATER HEATER PAN. 2.50" DEPTH, 1" CPVC DRAIN. BUILDING PLANS FOR - CONTINUATION. TRAP PRIMER VALVE S MAXIMUM OF 8 DRAINS) PRECISION PLUMBING PRODUCTS"-�_ r�1 DISTRIBUTION UNIT - REQUIRED WHEN USED FOR MORE THAN ONE FLOOR DRAIN 1/2" TYPE "K" SOFT SEAMLESS COPPER WITH NO JOINTS BELOW FLOOR SLAB. SLOPE AT 1/8" PER FOOT MINIMUM TO FLOOR DRAIN CONNECTION. FLOOR DRAIN FINISHED FLOOR P-TRAP (� TRAP PRIMER DETAIL NOT TO SCALE REFER TO FLOOR PLANS FOR TYPE OF FIXTURE CONNECTED TO P-TRAP JAY R. SMITH(FIG. NO. 2698) WATER SAVER P-TRAP WITH PRIMER TUBE(CHROME PLATED) ESCUTCHEON 1-1/4" TEMPERED HOT � WATER (110' F)� BRADLEY #S59-3045 HL45 PRIMER TUBE(CHROME PLATED) `-CLEANOUT PLUG THERMOSTATIC HI-LO MIXING VALVE. SET OUTLET WATTS #N36 VACUUM TEMPERATURE TO 11 VF RELIEF VALVE (TYP.) FINISHED WALL 1� TYPICAL 3/4" HWR -� ; FINISHED FLOOR THERMOMETER - I �_ " WEISS 9VS3.5, 1-1 /2 CW OR EQUAL, 30- AQUASTAT 240 RANGE S ..... ........ ................ 1" CONN. , I FLOOR DRAIN ' 3/4" CONN. �- 314- CIRCULATOR PUMP. SEE SCHEDULE, P-TRAP SHEET P14.90 i 1 1- 3/4" CONN. , ' 1/2" TYPE "K" SOFT SEAMLESS COPPER 3/4" CONN ' WITH NO JOINTS BELOW FLOOR SLAB. 1-1/4" I SLOPE AT 14" PER FOOT MINIMUM TO I - FLOOR DRAIN CONNECTION. 140' TO COMMERCIAL WASHER N (QGREY WATER TRAP PRIMER 1 NOT TO SCALE I 28" r� F CHECK VALVE I' I BALANCING VALVE. WATTS #CSM-61. SEE CIRCULATOR 3/4" AMTROL #ST-12-C ASME PUMP SCHEDULE, SHEET P001, THERMAL EXPANSION ABSORBER. FOR FLOW SETTINGS -,� + INSTALL PER MANUFACTURER'S RECOMMENDATIONS, AND PER FULL PORT BALL STATE AND LOCAL CODES. NOTE: VALVE (TYP.) 6.4 GALS. TANK VOLUME, PRE -CHARGE TANK TO COORDINATE WITH FOOD A.S.M.E. i & P' 1-1/4" SYSTEM STATIC PRESSURE SERVICE EQUIPMENT RELIEF VALVE ANGLE IRON WALL CONTRACTOR. SUPPORT BRACKET ASME 'T&P' RELIEF BY P.C. VALVE PIPED FULL SIZE TO FLOOR UNION (TYP.) DRAIN WITH AIR GAP EWH-3 3/4" CONNECTIONS - ROUTE DRAIN LINES TO FLOOR DRAIN WITH AIR GAP PROVIDE REDUCERS STORE WATER PROVIDE 4" DEEP 17 GA. AT 140' F GALVANIZED SHEET METAL DRAIN PAN WITH 1" CONN. FLOOR FLOOR DRAIN - v \-6" HIGH CONCRETE PAD. CHAMFER CORNERS ELECTRIC WATER HEATER SCHEMATIC NO SCALE S.A. C.O. INSTALL FLUSH SCORIATED CLEANOUT COVER PLUMBING SYMBOL/LEGEND WITH GRADE (ZURN - Z-1406) 12"x12"x4" THICK - - COLD WATER (CW) CONCRETE COLLAR -- --- HOT WATER (HW) IN AREAS W/NO SLAB CLEANOUT PLUG - - - - - - - - - - - - - SANITARY OR WASTE -------------------- VENT t� VTR VENT THRU ROOF (VTR) ........... ---------041 WCO WALL CLEANOUT COMBINATION WYE - - - - - - - - - P-TRAP (PLAN VIEW) & JfiTH BEND - - - - - - - - - - 0 FCO FLOOR CLEANOUT ----------©ECO EXTERIOR CLEANOUT HB-1-1 - HOSE BIBB -do--- GATE VALVE BALL VALVE Q EXTERIOR FLOOR CLEANOUT DETAIL ---- , FLOW DIRECTION NOT TO SCALE U FLOOR OR GRADE INDICATES WATER OR SANITARY INTERIOR CLEANOUTS 1 x PIPING DIAGRAM NUMBER ZURN ZN-1400-BP-HD HEAVY DUTY NICKEL Px.x INDICATES DRAWING ON WHICH BRONZE COVER. DIAGRAM OCCURS ED: CIRCULATOR PUMP (VERTICAL) BRONZE PLUGIL VK r1N1bNLU MUM ©FLOOR CLEANOUT DETAIL NOT TO SCALE NOT TO SCALE GREASE TRAP: ZURN #GT2702-50 GREASE INTERCEPTOR, PDI RATED AT 50 GPM AND 100 LBS GREASE CAPACITY. POT WASHING SINK AND FAUCET BY F.S.E.C. R 3/4" VENT INTAKE. ZURN #Z-1108 2" FLOW CONTROL FITTING. C.O. " ,/ 2" f GREASE 2-/ FLOOR -/ TRAP 3" CONNECTIONS - TO GREASE TRAP ® 3-COMPARTMENT SINK DETAIL NO TO SCALE 3" VENT 3" WASTE ABBREVIATIONS AB. ABOVE A.F.F. ABOVE FINISHED FLOOR AAV AIR ADMITTANCE VALVE BLDG. BUILDING CW COLD WATER CO CLEANOUT CONN. CONNECTION DN. DOWN DFU DRAINAGE FIXTURE UNITS ECO EXTERIOR CLEANOUT (GRADE) F.F.E. FINISHED FLOOR ELEVATION FCO FLOOR CLEANOUT FD FLOOR DRAIN HW HOT WATER H.B. HOSE BIBB I.E. INVERT ELEVATION MIN. MINIMUM SAN SANITARY V VENT VTR VENT THRU ROOF WCO WALL CLEANOUT NOT TO SCALE 1. 2. 3. 4. 5. 6. 7. 8. 9. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. drEXTEND AND 27. CONNECT READ WIRING TO REMOTE READER AS 28. REQUIRED. COLD WATER SUPPLY FROM DOMESTIC WATER RISER. COLD WATER �--UNTS SUB -METERING UNIT "KENT" MODEL SUPPLY TO UNIT. #C-700 WITH REMOTE READER, AS DISTRIBUTED SEE UNIT'S RISER "WATERMASTER METERING SYSTEM INC." OF DIAGRAM FOR CORAL GABLES, FLORIDA. CONTINUATION. 1D FUTURE SUB -METER INSTALLATION DETAIL NOT TO SCALE GENERAL PLUMBING NOTES REFERENCE THE SPECIFICATIONS FOR MATERIALS AND EQUIPMENT STANDARDS. THE INSTALLATION OF THE PLUMBING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH 2O07 FLORIDA BUILDING CODE PLUMBING. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT LOCATION OF PIPING AND VALVES. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN PROPER CLEARANCES. COORDINATE WITH ALL TRADES AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS SPECIFICALLY NOTED. FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH LISTED ASSEMBLIES AND SLEEVE WHERE REQUIRED. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF THE WALL OR FLOOR. ALL FIRESTOP ASSEMBLIES SHALL MEET ASTM E-814 REQUIREMENTS. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES AND ADDITIONAL PIPE PENETRATION REQUIREMENTS. PROVIDE ACCESS PANELS TO ALL VALVES LOCATED WITHIN CHASES OR NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. ALL VALVES SHALL BE ACCESSIBLE. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. INSTALL CODE REQUIRED FIXED AIR GAPS ON ALL INDIRECT WASTE CONNECTIONS SERVING EQUIPMENT, AND APPLIANCES. PROVIDE CLEANOUTS ON ALL SANITARY DRAIN & WASTE, AND CONDENSATE DRAIN PIPING AS INDICATED ON THE DRAWINGS, AND AS REQUIRED BY LOCAL AND STATE CODES. INSTALL CLEANOUTS IN ACCESSIBLE LOCATIONS. COORDINATE TOP OF FLOOR/GRADE CLEANOUT ELEVATION WITH TOP OF FINISHED GRADE. INSTALL EXTERIOR HOSE BIBBS AT 18" ABOVE FINISHED FLOOR AND FINISHED GRADE. UNLESS NOTED OTHERWISE, SLOPE ALL SANITARY DWV, AND CONDENSATE DRAIN PIPING 3" PIPE SIZE & LARGER A MINIMUM OF 1/8" PER FT. OF RUN, AND 2" PIPE SIZE AND SMALLER A MINIMUM 1/4" PER FT. OF RUN. SLOPE VENT PIPING DOWN & BACK TO FIXTURES. EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN 10 FT. FROM, OR AT LEAST 3 FT. ABOVE ANY WINDOW, DOOR, OPENING, AIR INTAKE, OR VENT SHAFT. PROVIDE WATER HAMMER ARRESTORS AT ALL PLUMBING FIXTURES OR BATTERY OF FIXTURES WITH QUICK -CLOSING VALVES. WATER HAMMER ARRESTORS SHALL BE SIZED PER PDI STANDARDS (PLUMBING & DRAINAGE INSTITUTE). AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER HAMMER ARRESTORS AND SHALL NOT BE INSTALLED. WATER SERVICE PIPE (UNDERGROUND) AND THE BUILDING SEWER SHALL BE SEPARATED BY 5 FEET OF UNDISTURBED OR COMPACTED EARTH. PROVIDE ALL NECESSARY VALVES, TRAPS, FLOW CONTROLS, FILTERS, BACKFI_OW ASSEMBLIES, FAUCETS, STOPS, TAILPIECES, VACUUM BREAKERS, IF NOT FURNISHED WITH EQUIPMENT. CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO ALL EQUIPMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND MAKE FINAL CONNECTIONS. PROVIDE SUPPLY STOPS ON HOT AND COLD WATER PIPE SUPPLYING ALL FIXTURES AND EQUIPMENT. PROVIDE APPROVED CHROME PLATED TYPE VACUUM BREAKERS WHERE REQUIRED BY LOCAL CODES, AND AS INDICATED ON PLANS FOR NEW WORK. SUBMIT CORE -DRILL PLAN TO STRUCTURAL ENGINEER AND ARCHITECT FOR REVIEW PRIOR TO STARTING ANY WORK. PROVIDE DIELECTRIC UNIONS WHERE CONNECTIONS ARE MADE BETWEEN DISSIMILAR PIPE MATERIALS. SEE RISER DIAGRAMS FOR PIPE SIZES AND ROUTING NOT SHOWN ON PLANS. METER AND SITE UTILITY CONNEC11ONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE ULIITES. (INC. CLEANOUTS, INCREASES, BACKWATER VALVES, ETC.) PRESSURE REDUCING VALVES SHALL BE PROVIDED WHERE THE WATER PRESSURE EXCEEDS 75 PSI AT ANY PLUMBING FIXTURE AND SET PRESSURE TO 40 PSI. WATER VELOCITY SHALL NOT EXCEED 8 FEET PER SECOND. DO NOT PENETRATE WALL FOOTINGS WITH PIPING, COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. IF THE INTENT OF THE INFORMATION SHOWN ON THESE DOCUMENTS IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. WHERE THE CONTRACTOR PROPOSES ALTERNATE SOLUTIONS, DIFFERENT ROUTINGS OF PIPING, DIFFERENT LOCATIONS OF EQUIPMENT, FIXTURES, ETC., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OF THE RAMIFICATIONS OF THE PROPOSED CHANGE THAT ARE NOT INCLUDED IN HIS PROPOSAL, BUT BECOME APPARENT AT A LATER DATE, AND SHALL BEAR THE CONSEQUENCES OF CORRECTING ANY AND ALL CONFLICTS, DEFICIENCIES OR OTHER PROBLEMS AT NO INCREASE IN COST OR INCREASE IN CONSTRUCTION 11ME ALLOTTED. WASHER BOX AND WASHER SUPPLY STOPS TO BE LOCATED WITHIN REACH ABOVE TOP BACK OF WASHINE MACHINE. ALL EQUIPMENT SHALL BE PROVIDED AS SPECIFIED IN THE PLANS. NO SUBSTITUTIONS ARE PERMITTED. IF EQUIPMENT IS NO LONGER AVAILABLE DUE TO DISCONTINUATIONS OR BACK ORDERS, THE CONTRACTOR SHALL SUBMIT FOR EQUIPMENT APPROVAL BY THE ARCHITECT, OWNER, AND ENGINEER. ENGINEERING, INC. 1SGM 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 a 17wwwsgmengineering.com JOSE R. LI SOAIN-FL60785 Orlando, Florida 32814 EB-00006208 A(,6 Project number: 29122 Copyright ©2009 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING ARCHITECTURE I INTE I IOR DESIGI 1 745 odenta avenL e, suite 112 altamonte spr ngs, fl 3270 phone: 07.830.140, 1 fax: 07.830.414 AA000273 www.foruma itecture.cor Meetinghou e at Zephyrhil s Senior 1 Apartments amity of Zephyrhills, FL SET DI BUTTONS 0 SHEET ONS FORUME PLAN KEY NOTES: 1. 1-1/4" WATER HEATER DRAIN PAN PIPING. LLJ LLJ TERMINATE ABOVE GRADE WITH GOOSENECK Z I Z AND INSECT SCREEN. r I = 2. 3" STORM PIPE UP. r� r� 3" STORM SEWER. (63 SQ. FT.) SEE CIVIL PLANS FOR CONTINUATION. PARTIAL UNDERGROUND PLUMING PLAN -BUILDING TYPE 1 SCALE: 1/8"=1'-0" 0 4' 8' 16' 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i 1 KEY PLAN ( `) 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 (6 Project number. 29122 wwwsgmengineering.com JOSE L� OAIN-FL60785 Copyright ©2009 SGM Engineering, Inc. W W N L H 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: 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 Partial Underground.............. ........................................................... Plumbing Plan .' . Building Type .1. P14,10A 3 m FORUME PLAN KEY NOTES: Q# 1. 1-1/4" WATER HEATER DRAIN PAN PIPING. TERMINATE ABOVE GRADE WITH GOOSENECK AND INSECT SCREEN. 2. 3" DOMESTIC WATER RISER. 3. DOMESTIC WATER SHUT-OFF VALVE AND METER IN HEAVY-DUTY YARD BOX. PLUMBING FIXTURE UNIT CALCULATIONS' *BASED ON 2007 FLORIDA PLUMBING CODE* TYPE OF SERVICE WATER SANI AT RY FIXTURE UNIT COUNT TOTAL 546 510 TOTAL GALLONS - G.P.M. SIZE OF SERVICE CONNECTION 133 3" CW N/A 6" SANITARY NOTE: j SERVICE LOCATIONS MAY MIRROR FOR SITE ORIENTATION; REFER TO CIVIL PLANS FOR BUILDING SITE ORIENTATIONS. 6" STORM SEWER. (3,110 SO. FT.) SEE CIVIL PLANS FOR CONTINUATION. 0 .. Y 0 Y 0 Y 2WAY2 42� EL J O .... Y 0 Y 4" STORM SEWER. (825 SQ. FT.) SEE CIVIL PLANS FOR CONTINUATION. 2�2 Qla WAY-ECO I ;..........:. E.=-2.42' O O O O 0 6" SAN./510 DFU L3- CW./133 GPM PARTIAL UNDERGROUND PLUMBING PLAN -BUILDING TYPE 1 SCALE: 1 /8"=1'-0" 0 4' 8' 16' ............. ....::..:....:. KEY PLAN SGM ENGINEERING, INC. yy M E P C O N S U L T I N G E N G IN E E R S 935 Lake Baldwin Lane TEL: (407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 EB-00006208 (As Project number. 29122 www.sgmengineering.com JOSE U GAIN-FL60785 Copyright ©2009 SGM Engineering, Inc. c 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: 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 Partial Underground.. Plumbing...Plan Building Type 1 P14.10B FORUME W I Lv Z Z =I2 4r 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 KEY PLAN SGM ENGINEERING, INC. �O MEP CONSULTING ENGINEERS ARCHITECTURE & INTERIOR DESIGN, INC. j F' 14 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: PROJECT NO. 09-2587 Partial First Floor Plumbing... Plan Building Type 1 PARTIAL FIRST FLOOR PLUMBING PLAN -BUILDING TYPE 1 SCALE: 1 /8"=1'-0" 0 4' 8' 16' 935 Lake Baldwin Lane TEL:(407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 EB-00006208 (,,* Project number. 29122 7 //(6A]N—FL60785 www.sgmengineering.com JOSS LIZASCopyright ©2009 SGM Engineering, Inc. P14.11 FORUME PLAN KEY MOTES: 1. 1" WATER HEATER DRAIN PAN PIPING DOWN. 2. 3" STORM DRAIN DOWN. 3. 4" STORM DRAIN DOWN. 4. 3" DOMESTIC WATER DOWN. PARTIAL FIRST FLOOR PLUMBING PLAN -BUILDING TYPE 1 __ — SCALE: 1/8"=1'-0" 0 4' 8' 16' Ld I Lv Z Z =I= ala SGM ENGINEERING, INC. jp 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 (As Project number. 29122 www.sgmengineering.com JOSE R LI 11N-FL60785 Copyright ©2009 SGM Engineering, Inc. M N C C a E U 0 a N N r 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: EDITED BY: PROJECT NO. 09-2587 Partial First Floor Plumbing Plan Buildin-q Type 1 P14.12 FORUME Lv I Lv Z Z PARTIAL SECOND FLOOR PLUMING PLAN -BUILDING TYPE 1 SCALE: 1/8"=1'-0" 0 4' 8' 16' KEY PLAN r/A (S ) SGM ENGINEERING, INC. M E P C O N S U L T I N G E N G IN E E R S 935 Lake Baldwin Lane TEL:(407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 EB-00006208 / Project number. 29122 l G www.sgmengineering.com JOSE" R. UZASOAIN-FL60785 Copyright ©2009 SGM Engineering, Inc. 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: A SHEET REVISIONS: EDITED BY: U z PROJECT NO. 09-2587 Partial Second Floor Plumbing Plan Building Type 1 P14.13 FORUME WIW Z Z =I= UIU Q Q PLAN KEY NOTES: T 1. 1" WATER HEATER DRAIN PAN PIPING DOWN. 2. 3" STORM DRAIN DOWN. 3. 4" STORM DRAIN DOWN. I PARTIAL SECOND FLOOR PLUMBING PLAN -BUILDING TYPE 1 SCALE: 1 /8"=1'-0" 0 4' 8' 16' KEY PLAN 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 EB-00006208 (As Project number. 29122 /k; www.sgmengineering.com JOSE R. UZASOAIN—FL60785 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: z PROJECT NO. 09-2587 Partial Second Floor Plumbing Plan Buildin.g TYPe.1 P14.14 3 m LLJ I LLJ Z Z KEY PLAN 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 PARTIAL THIRD FLOOR PLUMBING PLAN BUILDING TYPE 1 935 Lake Baldwin Lane 0 0767-5188 Baldwin Park, FAX:(407) 767-5772 � � Orlando, Florida 32814 EB—EB-00006208 SCALE: 1/8"=1'-0" 0 4' 8' 16' Project number. 29122 i www.sgmengineering.com �G JOSE `R. LIZASOAIN-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: A SHEET REVISIONS: EDITED BY: U ? PROJECT NO. 09-2587 Partial Third Floor Plumbing Plan.... . Building., Type .1. P14.15 PLAN KEY NOTES: 1. 1" WATER HEATER DRAIN PAN PIPING DOWN. 2. 2" VTR 3. 3" VTR PARTIAL THIRD FLOOR PLUMBING PLAN -BUILDING TYPE 1 SCALE: 1 /8"=1'-0" 0 4' 8' 16' KEY PLAN II (S) 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 o EB-00006208 Acs Project number. 29122 www.Sgmengineering.com JOSE R. LI OAIN-FL60785 Copyright ©2009 SGM Engineering, Inc. 3 m aFORUME (D t 0 L y ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN r) 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 SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: U z PROJECT NO. 09-2587 Partial Third Floor Plumbing Plan Building Type P14.16 O PLAN KEY NOTES: 1. 1-1/4" WATER HEATER DRAIN PAN PIPING. TERMINATE ABOVE GRADE WITH GOOSENECK AND INSECT SCREEN. UNDERGROUND PLUMBING PLAN m BUILDIP SCALE: 1 /8"=1'-0" 0 4' 8' 16' 4" STORM SEWER. (1,485 SQ. FT.) SEE CIVIL PLANS F-. -i 2 WAY-ECO FOR CONTINUATION. L J I.E.=-2.40' 1 2 wxr-Em I_'Mm-gad' 6" SAN./627 DFU-� PLAN KEY NOTES: 4" STORM SEWER. (2,400 SQ. FT.) O1 SEE CIVIL PLANS FOR CONTINUATION. V L3-1/2" CW./150 GPM 0 V 0 U O O NOTE: SERVICE LOCATIONS MAY MIRROR FOR SITE ORIENTATION; REFER TO CIVIL PLANS FOR BUILDING SITE ORIENTATIONS. UNDERGROUND PLUMBING PLAN -BUILDING TYPE 11 SCALE: 1 /8"=1 '-O" 0 4' 8' 16' 0 U il PLUMBING UNIT FWUREON BASED RIDA BCALCULATIONS 2007oING TYPE OF SERVICE WATER SANM FIXTURE UNIT COUNT TOTAL 640 627 TOTAL GALLONS - G.P.M. 150 N/A SIZE OF SERVICE CONNECTION 3-1/2" CW 1 6" SANITARY `'p,`' SGM ENGINEERING, INC. XvM E P C O N S U L T I N G E N G IN E E R S 935 Lake Baldwin Lane TEL:(407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 EB-00006208 .� Project number. 29122 www. Sg men g i neeri n g. co m JOSE R. LILN-FL60785 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 Underground Plumbing Plan Building Type II .. P 14.20 r'16J4 I KEY I W I IMO: C 1. 1" WATER HEATER DRAIN PAN PIPING DOW 2. 3" STORM DRAIN DOWN. 3. 4" STORM DRAIN DOWN. FIRST FLOOR PLUMBING PLAN -BUILDING TYPE 11 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: 0 SHEET REVISIONS: EDITED BY: U z PROJECT NO. 09-2587 FORUME PLAN KEY NOTI 1. 1" WATER HEATER DRAIN PAN P 2. 3" STORM DRAIN DOWN. 3. 4" STORM DRAIN DOWN. SECOND FLOOR PLUMBING PLAN -BUILDING TYPE 11 SCALE: 1 /8"=1'-0" 0 4' 8' 16' SECOND FLOOR PLUMBING PLAN -BUILDING TYPE 11 SCALE: 1 /8"=1'-0" 0 4' 8' 16' KEY NOTES: T -R HEATER DRAIN PAN PIPING DOWN. RM DRAIN DOWN. 2M DRAIN DOWN. ( ) SGM ENGINEERING, INC. M E P C O N S U L T I N G E N G IN E E R S 935 Lake Baldwin Lane TEL: (407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 EB-00006208 A(s,* l� JOS�E R. LIZASOAIN—FL60785 Project number. 29122 WWW.sgmengineering.com Copyright ©2009 SGM Engineering, Inc. 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: 0 SHEET REVISIONS: EDITED BY: 0 Z PROJECT NO. 09-2587 Second Floor Plumbing Plan Building Type II P 14.22 _1 1 1 . 11_,_L PLAN KEY NOTES: Q# 1. 1' WATER HEATER DRAIN PAN PIPING DOWN. 2. 2' VTR 3. 3' VTR THIRD FLOOR PLUMBING PLAN -BUILDING TYPE 11 SCALE: 1 /8"=1'-0" 0 4' 8' 16' 3 m �`FORUME a m a t 0 N ARCHITECTURE & INTERIOR DESIGN, INC. 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 m www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: 'ROJECT N0. 09-2587 Third Floor Plumbing Plan Building Type II P 14.23 3 m PLUMBING FIXTURE UNIT CALCULATIONS *BASED ON 2007 FLORIDA PLUMBING CODE* TYPE OF SERVICE WATER SANITARY FIXTURE UNIT COUNT TOTAL 538 504 TOTAL GALLONS — G.P.M. 131 N/A SIZE OF SERVICE CONNECTION 3" CW 6" SANITARY NOTE: SERVICE LOCATIONS MAY MIRROR FOR SITE ORIENTATION; REFER TO CIVIL PLANS FOR BUILDING SITE ORIENTATIONS. 6" STORM SEWER. O1 0 (2,058 SQ. FT.) O1 SEE CIVIL PLANS FOR CONTINUATION. Y YY PLAN KEY NOTES: Q# 1. 1-1/4" WATER HEATER DRAIN PAN PIPING. TERMINATE ABOVE GRADE WITH GOOSENECK AND INSECT SCREEN. 2. 3" DOMESTIC WATER RISER. 3. DOMESTIC WATER SHUT—OFF VALVE AND METER IN HEAVY—DUTY YARD BOX. 4" STORM SEWER. O1 (1,695 SQ. FT.) O1 SEE CIVIL PLANS YFOR CONTINUATION. I V U U O I U U U U L 3" CW./131 GPM 6" SAN./504 DFU UNDERGROUND PLUMBING PLAN •BUILDING TYPE 111 SCALE: 1 /8"=1'-0" 0 4' 8' 16' `S ' r 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 EB-00006208 Project number. 29122 www.sgmengineering.com JOSE R. UZASOAIN—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: 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 U nd e.r'9 ro u.n.d............ Plumbing... Plan .-.... Buildi.n� TYpe.IL1 . P 14.30 ■imima to lianna■ 4w �a a WuuMU:ua =M= PLAN KEY NOTES: FIRST FLOOR PLUMBING PLAN -BUILDING TYPE 111 SCALE: 1/8"=1'-0" 0 4' 8' 16' E'`' 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 in EB-00006208 Project number. 29122 j7 www.sgmengineering.com JOSE ` LI QAIN—FL60785 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: 0 SHEET REVISIONS: EDITED BY: U z PROJECT NO. 09-2587 First Floor Plumbing Plan Building Type II .111-1111- P14-31 U1 tl. u.. f :. - --- — - i - I _— FORunn■ a PLAN KEY NOTE& T 1. 1" WATER HEATER DRAIN PAN PIPING DOWN. 2. 3" STORM DRAIN DOWN. 3. 4" STORM DRAIN DOWN. SECOND FLOOR PLUMBING PLAN -BUILDING TYPE 111 SCALE: 1/8"=1'-0" 0 4' 8' 16' `5 `' 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 v (s Project number. 29122 www.sgmengineering.com JOSE ' R. LIZASOAJN—FL60785 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: 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 Second Floor Plumbing Plan Building Type III P 14.32 �Il�nr�uu�Ivslu�uuiuww■�uviaul w■■i�� II��u111�ilYlluldlYu�l�rl■�Ir� � 3 m PLAN KEY NOTES: 1. 1" WATER HEATER DRAIN PAN PIPING DOWN. 2. 2" VTR 3. 3" VTR THIRD FLOOR PLUMBING PLAN -BUILDING TYPE 111 SCALE: 1/8"=1'-0" 0 4' 8' 16' ' 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 10riando, Florida 32814 EB-00006208 i� Project number. 29122 www.sgmengineering.com JOSS LI OAIN—FL60785 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: A SHEET REVISIONS: r U 1� P 14.33 0 LL -- ----- — 77 ----- NOTE: THIS SANITARY PIPING LAYOUT APPLIES WHEN UNIT B1 IS BACK TO BACK AS IT IS THE CASE IN BUILDING TYPE II. REFER TO "R10" ON SHEET P14.80. DOMESTIC WATER PIPING LAYOUT IS THE SAME AS REGULAR UNIT B1. PLAN KEY NOTES:QQ 1. UNIT SHUT—OFF VALVE. 2. 1/2" HW & CW DOWN IN WALL AND CONNECT TO FIXTURE(S). 3. 1/2" CW DOWN IN WALL AND CONNECT TO FIXTURE(S). 4. PIPING ABOVE CEILING. 5. PIPING BELOW FLOOR. 6. WATER RISER. REFER TO PLANS FOR SIZES. 7. 3" SANITARY STACK. 8. 2" VENT STACK. 9. 2" VENT DOWN. 10. 1" WATER HEATER DRAIN PAN PIPING DOWN. UNIT Al PLUMBING PLAN SCALE: 1/4"=1'-0" 0 2' 4' 8' UNIT B1 PLUMBING PLAN SCALE: 1/4"=1'—O" 0 2' 4' 8' UNIT A2 PLUMBING PLAN SCALE: 1/4"=1'—O" 0 2' 4' 8' UNIT B2 PLUMBING PLAN SCALE: 1 /4"=1'-0" 0 2' 4' 8' 1 (S L) SGM ENGINEERING, INC. M E P C O N S U L T I N G E N GI N E E R S 1935 Lake Baldwin Lane TEL-(407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 EB-00006208 i� Project number. 29122 lOAIN—FL60785 www.8gmengineering.com JOS� . Ll 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: 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 Typical Units -_ ................................................. Plumbing Plans P 14.70 FORUME I _____ _ _ ------------------------ C HQ-1 1 ----�� ------------------------------ `5 L' 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 �A(6,* EB-00006208 Project number: 29122 61 www.sgmengineering.com JOSE. L ZASOAIN-FL60785 Copyright © 2009 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGI 745 orienta avenue, suite 112 altamonte springs, fl 3270 phone: 407.830.140, fax: 407.830.414 AA000273 www.forumarchitecture.cor Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS Z� SHEET REVISIONS EDITED BY: PROJECT NO. 09-258 Common Area Enl..arged Plumbing Plan ..... P14.71 I - •I' e '1g1111 ' Ii I. - - I - -LL . - _ - ROOF SANITARY RISER DIAGRAMS NOT TO SCALE 15 K 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 Project number. 29122 www.sgmengineering.com JOSE R. LIZASOAIN—FL60785 Copyright ©2009 SGM Engineering, Inc. 3 m aFORUME a r 0 6 y ARCHITECTURE & INTFRIOR DFSIGN_ INC_ C N 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 m www.forumarchitecture.com L U Q E 7 0 U- Meetinghouse at Zephyrhills Senior Apartments I City of Zephyrhills, FL SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: U i PROJECT NO. 09-2587 FORUME WHA II I 1 1 WB-1 X I \ /�/ 74" UNIT Al WATER RISER DIAGRAM NOT TO SCALE P� 1 KII, op I y4» I / EWH 2 I / WC-1 UNIT Bl & B2 WATER RISER DIAGRAM NOT TO SCALE TO UNIT'S DOMESTIC i WATER SYSTEM y4" 1 3RD FIN, FL LEVEL I 3/4" TO UNIT'S DOMESTIC ;>-, WATER SYSTEM 1" I 2ND FIN, FL. LEVEL PROVIDE SHUT—OFF VALVE AT THE BASE OF THE RISER WITH ----- SEE BLDG. PLAN ACCESS PANEL (TYPICAL). ' FOR CONTINUATION X" TO UNITS DOMESTIC WATER SYSTEM � W1 P14.80 WATER RISER DIAGRAMS NOT TO SCALE » 14. I / // N a UNIT A2 WATER RISER DIAGRAM NOT TO SCALE TO UNIT'S DOMESTIC ` ' WATER SYSTEM X4" 3RD FIN, FL LEVEL 1 3/4" TO UNIT'S DOMESTIC WATER SYSTEM 1 1" k 2ND FIN. FL LEVEL PROVIDE SHUT—OFF VALVE AT THE BASE OF THE RISER WITH SEE BLDG. PLAN ACCESS PANEL (TYPICAL). FOR CONTINUATION NOTES: 1. 1" WATER HEATER DRAIN PAN DISCHARGE FROM WATER HEATER. REFER TO DETAIL ON SHEET P14.90. 2. SEE FIRST FLOOR PLUMBING PLANS FOR CONTINUATION. REFER TO SHEET P14.90 FOR DISCHARGE TERMINATION PIPING DETAIL. SP=SAFETY PAN. 1-1/4- SAFETY PAN RISER DIAGRAM NOT TO SCALE ( L 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 Project number. 29122 www.sgmengineering.com JOSE R. LIZASOAJN—FL60785 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: 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 Plumbin.q...R1Ser Diagrams P 14.81 i N ) I/ /I "HWR�'� y4O / / 1 <\ I / / I " " Y 1" I 1 / p EOM W��RCaI �R DWATER RISER DIAGRAM NOT TO SCALE » PLAN KEY NOTES: .(b 1. PROVIDE GREY —WATER TRAP PRIMER. REFER TO DETAIL #5 ON SHEET P14.00 FOR MORE INFORMATION. 2. X2" CW FOR TRAP PRIMER DEVISE. REFER TO DETAIL #2 ON SHEET P14.00 FOR MORE INFORMATION. 3. 04" CW UP TO UNITS. REFER TO SHEET P14.13 FOR CONTINUATION. 4. PROVIDE GREY —WATER TRAP PRIMER FOR FD-3 LOCATED IN MECHANICAL ROOM. REFER TO DETAIL #5 ON SHEET P14.00 FOR MORE INFORMATION. 5. /L" CW FOR TRAP PRIMER DEVISE FOR ED-1 & E-2. REFER TO DETAIL #2 ON SHEET P14.00 FOR MORE INFORMATION. /`I I Xi \` Y2 ' XY4» / ,..�.,1i " 3i4� -Y4"HW �\ ' >X"cw Y4"HWR > TO HOSE BIBS C/ I' %"CW -"HW 1 \1 'x w �" V4 4N \ Y4N 1/» `. �1{L 1 O 2 WATER RISER DIAGRAM NOT TO SCALE » 2"VTR 01/25/10 Revision 1 — Miscellaneous Coordination I NI / 2" I I ''' NI / C14 1 �� I 2"VTR j \ N00 I rRIS'� P �-10 I V11- 1 2 _1 N I C4 " 3 I I 3 NI 3" 2! N I I I I / " 3 � I N 1 � .10o, �3 I I/I I / / rRi " I I i� � \ �.8 �\ 3" NI 1 N I» / IN. cam/ j WB-1 R9 / rR3 \ Fco N / 2"VTR 3" P14.80 4j / P14.80 LT-1 �' WB-1 / MO AOA 3" I � SK_1 \ I =Z R8 \ " / MS-1 I0 \ /4 i \ / I 2" 100, i "/ \ 3-- FD-2 SANITARY RISER DIAGRAM 1 NOT TO SCALE 2"VTR \ I \4" I \ I \ I 1h" AAV \ Y I NI 1 I KS_2 I I SK_2 N / o 2"VTR \2" o I \ / I � / I r I 3/ NI / I / FD-1 /1 N REFER TO DETAIL #8 FOR MORE INFORMATION. \ / �,I � I / I I FD-2 \ I \ \ �N \ 2; I \ N1 \ MR / I � I �FCO 2041 I I 2,%�'' I I _ / I 04 r I I I� / I 1 a / I (1 FD-11 \ " a_ j p i v � i wc— \ I " :�" 1» 3 \ AM 3 1 WC 4 l I � / FD— 1 N 3" WC-4 1 2 SANITARY RISER DIAGRAM NOT TO SCALE ` L) SGM ENGINEERING, INC. M E P C O N S U L T I N G E N G IN E E R S 935 Lake Baldwin Lane TEL: (407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 EB-00006208 (As Project number: 29122 Cp l www.sgmengineering.com JOSE'R. LI SdAIN—FL60785 Copyright ©2009 SGM Engineering, Inc. FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGI 745 orienta avenue, suite 112 altamonte springs, fl 3270 phone: 407.830.140, fax: 407.830.414 AA000273 www.forumarchitecture.cor Meetinghouse at Zephyrh i I Is Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS Z� SHEET REVISIONS EDITED BY: PROJECT NO. 09-258 PIumbin�.....R..ser...... ... .... Diaarams P 14.82 EQUIPMENT SCHEDULE MARK FIXTURE SOIL/ VENT COLD HOT MANUFACTURER DESCRIPTION WASTE WATER WATER MODEL 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 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 FLANGE, WEEPHOLES, #FD-460-F 12-Y4" X 12-4" SQUARE FIXED TOP WITH DUCTILE IRON GRATE AND NO HUB (STANDARD) OUTLET. RD-1 RAIN DRAIN 3" - - - WATTS - HEAVY DUTY, EPDXY COATED CAST IRON FLOOR DRAIN WITH ANCHOR FLANGE, #FD-100-8 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 251W x 18"D, ABOVE GROUND. #GT2702-50 PROVIDE VENT CONNECTIONS. CIRCULATOR PUMP SCHEDULE j hEAD im MANUFACTURER CP_1 2.0 14.0 1/25 H.P. 115/1/60 GRUNDFOS #UP15-42 BUC7 CIRCULATOR PUMP NOTE: 1. FURNISH WITH GRUNDFOS PRODUCT #519755 ISOLATION VALVE SET CLEANOUT SCHEDULE MARK APPLICATION MANUFACTURER FINISHED FLOORS J.R. SMITH #4033L; WADE #W-6000-1; ZURN #ZN-1400 FINISHED FLOORS, HEAVY DUTY J.R. SMITH #4113L; WADE #W-6000-Z; ZURN #ZN-1400-HD FCO CERAMIC AND TERRAllO AREAS J.R. SMITH #4193L; WADE #W-6000-U-1; ZURN #ZN-1400-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"02"x4" THICK CONCRETE PAD. TOP OF PAD ELEVATION TO BE 2" ABOVE FINISHED GRADE. 2. PROVIDE ALL CLEANOUTS WITH WIDE ANCHOR FLANGE & CLAMPING 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 HAMMER ARRESTOR SCHEDULE PIPE PD1 FIXTURE UNIT MANUFACTURER AND PART NUMBER SIZE SIZE RANGE PPP #SC-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-200OF 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. WATER HEATER SCHEDULE MARK/UNIT EWH_1 EWH- EWH- MANUFACTURER A.0 SMITH A.0 SMITH A.0 SMITH MODEL NO. ECLN-40 ECL-50 DEN-80 TYPE ELECTRIC ELECTRIC ELECTRIC GALLONS 40 50 80 VOLT/PHASE/Hz 208/1/60 208/1/60 208/2/60 KW 4.5 4.5 12 NO. OF ELEMENTS SINGLE ELEMENT SINGLE ELEMENT DUAL ELEMENT GPH RECOVERY ® 79 AT 26 26 34 DIMENSIONS 31-3/4" x 24" DIA. 31-3/4" x 26' DIA. 59-J" x 24" DIA. WEIGHT (EMPTY) 125 153 326 EFFICIENCY RATING .93 .91 .98 LOCATION UNITS UNITS CLUBHOUSE (5) 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. 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 30 2" 1/2" - - PROFLO#PF1201WH, 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 #PFISCOFH2O00WH, ELONGATED, PLASTIC, OPEN FRONT LESS COVER. - SUPPLIES, BRASS CRAFT CHROME, FLEXIBLE, BRAIDED SUPPLY WITH A 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 #186-1.0, LOW CONSUMPTION, ADA COMPLIANT. L-1 LAVATORY 1-1/2" 1-1/2- 1/2" 1/2- db - 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 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 #102 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 SERIE PORCELAIN OVER STEEL BATHTUB - FET, DELTA "PEERLES" #PTR8870OWS BODY W/ #PTT88770 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 SERIE 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" - SIL PROFLO #PFT332273 33X22X7 DEEP,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. 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' - 2L ELKAY #L.RAD3321 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 #PFLL5ISMCP. VALVE: PROFLO #PF81B, 2.5 GPM. HAND SHOWER: PROFLO #PF14510CP W/24" SLIDE BAR PROFLO #PFI 4BSCP. 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 100, MOLDED OF HIGH DENSITY COMPOSITE, PVC DRAIN BODY & STAINLESS STEEL DOME STRAINER/LINT BASKET. FAUCET: PROFLO#PF1118, Y" 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 #5601007. BARCKET BOLT #9070721. NECKREST #5001741. VACUUM BREAKER #503. HAIR INTERCEPTOR - - - - -ZURN #Z-1175: DURA-COATED CAST IRON HAIR AND SOLIDS INTERCEPTOR, IN LIEU OF FIXTURE "P" TRAP, WITH 1-1/2" SLIP 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. PROFLO#PF800, 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. /i (S) SGM ENGINEERING, INC. M E P C O N S U L T I N G E N G IN E E R S 935 Lake Baldwin Lane TEL: (407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 * A(6 EB-00006208 Project number: 29122 �, l CJl wwwsgmengineering.com JOSS R. LIZASOAIN-FL60785 Copyright o 2009 SGM Engineering, Inc. FORUME ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGI 745 orienta avenue, suite 112 altamonte springs, fl 3270 phone: 407.830.140, I fax: 407.830.414 AA000273 www.forumarchitecture.cor Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FIL I i c �e m E 9 EDITED BY: r z PROJECT NO. SET DISTRIBUTIONS SHEET REVISIONS 09-258 ' Plumbing ............. «.... ........ .... ................. Schedules Details and Notes P14.90 MECHANICAL ABBREVIATIONS A AIR HZ HERTZ (CYCLES PER SECOND) AAV AUTOMATIC AIR VENT AC AIR CONDITIONING ID INSIDE DIAMETER ACU AIR CONDITIONING UNIT IN INCH AD ACCESS DOOR, AIR DRYER KW KILOWATT AFF ABOVE FINISHED FLOOR LDB LEAVING DRY BULB AFG ABOVE FINISHED GRADE LWB LEAVING WET BULB AHU AIR HANDLING UNIT LOR LIMIT OF REMOVAL ALUM ALUMINUM MAX MAXIMUM AP APD ACCESS PANEL AIR PRESSURE DROP MBC MASTER BUILDING CONTROLLER ATC AUTOMATIC TEMPERATURE CONTROL MBH MD THOUSAND BTU PER HOUR MANUAL DAMPER AV AIR VENT MIN MINIMUM BDD BACK DRAFT DAMPER N NORTH BOT BOTTOM NA NOT APPLICABLE BFP BACKFLOW PREVENTER NO OR # NUMBER, NORMALLY OPEN BTU BRITISH THERMAL UNIT NTS NOT TO SCALE C CELSIUS, DEGREE CELSIUS CENT CENTRIFUGAL OA OUTSIDE AIR CFM CUBIC FEET PER MINUTE OBD OPPOSED BLADE DAMPER CHWS&R CHILLED WATER SUPPLY & RETURN OD OUTSIDE DIAMETER CLG CEILING OPER OPERATING CO CLEAN OUT COND CONDENSATE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE DB DRY BULB, DOWN BLOW RA RETURN AIR DCW DOMESTIC COLD WATER REG REGISTER DEG DEGREE RF RETURN FAN DELIV DELIVERY RG RETURN GRILLE DHW DOMESTIC HOT WATER RH RELATIVE HUMIDITY DISC DISCONNECT RHC REHEAT COIL DN DOWN RM ROOM EA EXHAUST AIR, EACH SA SUPPLY AIR EAT ENTERING AIR TEMPERATURE SF SUPPLY FAN EDB ENTERING DRY BULB S/FD SMOKE/FIRE DAMPER EF EXHAUST FAN EFF EFFICIENCY T THERMOSTAT ELEV ELEVATION TEC TERMINAL EQUIPMENT CONTROLLER EMS ENERGY MANAGEMENT SYSTEM TEMP TEMPERATURE ENT ENTERING TYP TYPICAL ERG EXISTING RETURN GRILLE EWB ENTERING WET BULB V VENT, VOLT F FAHRENHEIT VD VOLUME DAMPER FD FIRE DAMPER, FLOOR DRAIN VERT VERTICAL FPM FEET PER MINUTE WB WET BULB FPS FEET PER SECOND WPD WATER PRESSURE DROP F/SD FIRE/SMOKE DAMPER FT FEET 1WB ONE WAY BLOW GPH GALLONS PER HOUR 2WB TWAY BLOW GPM GALLONS PER MINUTE 3WB THREE WAY BLOW HHWS&R HEATING HOT WATER SUPPLY & RETURN HOA HAND -OFF -AUTOMATIC HP HORSEPOWER, HEAT PUMP HR HOUR HVAC HEATING VENTILATING AND AIR CONDI110NING I MECHANICAL LEGEND I CWS CWR CH WS CH WR CD HPR HPS H WR H WS LPR LPS MPR MPS RL RS I C 0 pop -i C -CONDENSER WATER SUPPLY -CONDENSER WATER RETURN -CHILLED WATER SUPPLY -CHILLED WATER RETURN -CONDENSATE DRAIN -HIGH PRESSURE STEAM RETURN -HIGH PRESSURE STEAM SUPPLY -HOW WATER RETURN -HOT WATER SUPPLY -LOW PRESSURE STEAM RETURN -LOW PRESSURE STEAM SUPPLY -MEDIUM PRESSURE STEAM RETURN -MEDIUM PRESSURE STEAM SUPPLY -REFRIGERANT LIQUID -REFRIGERANT SUCTION -GATE VALVE -BALL VALVE -CALIBRATE BALANCING VALVE -BUTTERFLY VALVE -GAS COOK -UNION -STRAINER -PSI REG. -CHECK VALVE -CONNECTION, BOTTOM -CONNECTION, TOP -ELBOW,TURNED DOWN -ELBOW, TURNED UP -REDUCER, CONCENTRIC -REDUCER, ECCENTRIC STRAIGHT CROWN -CAP HVAC GENERAL NOTES 1. IF, THROUGH ERRORS OR OMISSIONS, THE INTENT OF ARCHITECT/ ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. 2. THE PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. 3. ALL WORK SHALL BE IN ACCORDANCE WITH THE "FLORIDA MECHANICAL CODE 2007 WITH 2O09 SUPPLEMENTS - MECHANICAL" AND ALL LOCAL CODES. 4. SEE THE ARCHITECTURAL REFLECTED CEILING PLAN (IF APPLICABLE) FOR THE EXACT LOCATION OF AIR DISTRIBUTION DEVICES. 5. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. 6. COORDINATE WITH ARCHITECT BEFORE PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES TO VERIFY FINISH. 7. THE SIZE AND LOCATION OF EQUIPMENT AND MATERIALS INSTALLED UNDER DIVISION 23 - MECHANICAL SHALL BE COORDINATED WITH OTHER TRADES PRIOR TO PURCHASING OR INSTALLATION. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR EQUIPMENT FURNISHED. 8. LOCATE ALL OUTSIDE AIR INTAKES A MINIMUM OF 10'-0" CLEAR FROM ALL PLUMBING VENTS AND EXHAUST AIR DISCHARGE LOCATIONS. 9. THERMOSTAT SHALL BE INSTALLED 48" ABOVE FINISHED FLOOR. COORDINATE THERMOSTAT LOCATIONS WITH FURNITURE AND/OR EQUIPMENT LAYOUTS, WINDOWS AND DOOR SWING AREAS. 10. DISCONNECT SWITCHES REQUIRED FOR THE MECHANICAL EQUIPMENT SHALL BE PROVIDED BY DIVISION 26 - ELECTRICAL EXCEPT WHEN INDICATED ON SCHEDULE. 11. ALL CONTROL WIRING AND HARDWARE TO COMPLETE THE HVAC CONTROL SYSTEM SHALL BE FURNISHED AND INSTALLED UNDER DIVISION 23 - MECHANICAL OF THESE CONTRACT DOCUMENTS UNLESS INDICATED OTHERWISE ON DRAWINGS. ALL CONTROL WIRING AND CONDUIT SHALL COMPLY WITH NEC AND DIVISION 26 SPECIFICATIONS. 12. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NFPA 90A AND 90B. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, TURNING VANES, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. 13. SLEEVE AND FIRESTOP PENETRATIONS THROUGH FIRE RATED SYSTEMS TO MAINTAIN RATING OF SYSTEM. 14. DUCT SIZES SHOWN ARE MINIMUM INSIDE DIMENSIONS. 15. AIR-CONDITIONING SUPPLY AND RETURN DUCTWORK SHALL BE 1-1/2" THICK (R6.0) FIBERGLASS DUCTBOARD. FOR LOWER FLOOR CONTRACTOR CAN USE 1-. THICK (R 4.2) FIBERGLASS DUCTBOARD, CLASS 1 AIR DUCT IN ACCORDANCE WITH UL 181. DUCT BOARD SHALL BE 475EI OR 800EI AS PRESCRIBED BY SMACNA DEPENDING ON THE DUCT SIZE. 16. WHERE APPLICABLE: AT ATTIC SPACES INSULATE SUPPLY DUCTS TO R6.0. BETWEEN FLOORS INSULATE SUPPLY DUCTS TO R4.2. 17. ALL FIBROUS GLASS DUCT BOARD JOINTS, SEAMS AND CONNECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LATEST EDITION OF SMACNA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS. FIBERGLASS DUCT AND DUCT WRAP SHALL BE SEALED WITH GLASS FAB AND MASTIC. ALL DUCTWORK SHALL BE CLASS 1, UL-181 AND ALL CLOSURES SHALL MAINTAIN THIS RATING. 18. COORDINATE ALL HVAC SYSTEM DRAWINGS WITH TRUSS/JOIST MANUFACTURER DURING SHOP DRAWING REVIEW TO AVOID INTERFERENCES BETWEEN MECHANICAL SYSTEMS ROOF STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH TRUSS/JOIST INTERFERENCES THAT OCCUR IN THE FIELD DURING CONSTRUCTION. COORDINATE IN ADVANCE. DUCT SIZES MAY BE REVISED TO FIT TRUSS/JOIST SYSTEM SO LONG AS THE EQUIVALENT INSIDE CROSS -SECTIONAL AREA IS NOT DECREASED. 19. FLEXIBLE DUCTWORK SHALL BE: TYPE INL-25, SUPPORTED WITH 1 1/2" SHEET METAL OR NYLON STRAPS AT 5'-0" ON CENTERS. SUPPORT DUCTWORK 18" FROM EACH REGISTER, BRANCH OR PLENUM BOX. 20. EXHAUST DUCTWORK SHALL BE 30 GA. MIN. UNINSULATED GALVANIZED STEEL. 21. EXHAUST FAN OUTLETS SHALL BE INSTALLED A MINIMUM OF 10'-0" FROM FRESH AIR INTAKES. 22. ALL CONDENSATE DRAIN LINES SHALL BE INSULATED AND INSTALLED WITH A 'P' TRAP AT THE UNIT WITH A MINIMUM DEPTH OF 2". 23. LOCATE WALL AND ROOF TERMINATION'S AT THE SAME RELATIVE ELEVATION AND HORIZONTAL POSITION TO MAINTAIN A UNIFORM APPEARANCE. WHEN IN DOUBT, COORDINATE PLACEMENT WITH ARCHITECT. PRIME COAT AND PAINT EXTERIOR TERMINATION'S TO MATCH BUILDING COLOR. `ZS' 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 * A(s* EB-00006208 Project number. 29122 i www.sgmengineering.com JOSE' R. LI 0 AIN-FL60785 Copyright ©2009 SGM Engineering, Inc. 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 0 City of Zephyrhills, FL 0 C 0 N C 0 U 0 a m C Q SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 Mechanical Notes & Legends M 15.00 1� 1PI2[I I I I I I N 11 I_ I I 1 11 111 11 111 1 1 111 iI Iq p" r1i ! I r II "I I! ROUTE DUCTS IN ATTIC SPACE EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R6.0. HOLD DUCT TIGHT TO TRUSSES. PROVIDE FIRE DAMPERS BEHIND EACH CEILING REGISTER AND AIR DUCT PENETRATING THE RATED CEILINGS AND WALLS. 1. MOUNT CONDENSING UNITS ON 4" THICK CONCRETE SERVICE PADS. PAD DIMENSIONS SHALL TO BE MINIMUM 6" GREATER THAN CONDENSING UNIT DIMENSIONS ON ALL SIDES AND, SHALL ALLOW FOR REFRIGERANT PIPING AND, ASSOCIATED CHASE STUB —UP. LOCATE CONDENSING UNITS AWAY FROM ROOF DRIP LINE. ATTEND CLOSELY AND, MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES ALL AROUND. SECURE CONDENSING UNITS TO PAD AS PER DETAIL ON SHEET M15.91. LOCATION OF CONDENSING UNITS ARE APPROXIMATE. COORDINATE CLOSELY WITH LANDSCAPING PLANS AND ARCHITECTURAL DETAILS FOR FINAL LOCATIONS. 2. REFRIGERANT LINE SET. ROUTE FROM AHU BELOW GRADE TO ASSOCIATED CONCRETE SERVICE PAD WITHIN PVC CHASE. SEAL CHASE ENDS WEATHER TIGHT INSIDE & OUT. INSULATE SUCTION. REFER TO UNDERGROUND REFRIGERANT LINE SET DETAIL ON DRAWING M15.91. WHERE REFRIGERANT LINE RUN EXCEEDS 80 EQUN FEET, SIZE REFRIGERANT LINES PER CU MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER HP, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, INCLUDING SUCTION LINE, LIQUID LINE, CRANKCASE HEATER, LIQUID LINE SOLENOID, AND INVERTED SUCTION LINE TRAP. IF THE MANUFACTURER MAKES NO RECOMMENDATIONS FOR LONG REFRIGERANT LINE RUN, CHOOSE ANOTHER HP MANUFACTURER. 3. PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU, BELOW GRADE, BEYOND EXTERIOR WALL USE TURNED DOWN ELBOW. TERMINATE ELBOW MIN. 6" ABOVE EXTERIOR GRADE. SEE DETAIL ON SHEET M15.91. PROVIDE INSULATION WHERE INSIDE BUILDING AND WALLS. PROVIDE A TRAP AT EACH AHU PER DETAIL ON SHEET A M15.91. FOR WOOD FRAME CONSTRUCTION, TERMINATE AT LEAST 1 FEET AWAY FROM EXTERIOR WALL 4. MOUNT AHU AS INDICATED IN DETAIL ON DRAWING M15.91 (TYPICAL). 5. WALL MOUNTED EXHAUST FAN. ROUTE EXHAUST DUCT FROM FAN TO MAIN EXHAUST DUCT AND TERMINATE AT WALL CAP WITH INSECT SCREEN. REFER TO WALL PENETRATION DETAIL ON DRAWING M15.91. 6. THERMOSTAT TO BE MOUNTED WITHIN ASSOCIATED SYSTEM MECHANICAL ROOM ON INTERIOR WALLS ONLY. 7. CONTRACTOR SHALL PROVIDE AND INSTALL A 24 VOLT MOTORIZED DAMPER WITH CONTROL WIRING ON THE OUTSIDE AIR DUCT THAT IS INTERLOCKED WITH THE COMPRESSOR. THE OUTSIDE AIR MOTORIZED DAMPER SHALL BE SET TO 10% OPEN WHEN THE COMPRESSOR IS OFF OR NOT RUNNING. 8. ROUTE OUTSIDE AIR DUCT WITHIN MECHANICAL CLOSET, UP TO THE CEILING SAPCE AND TERMINATE WITH CEILING REGISTER AT VERANDA. PROVIDE WITH MOTORIZED DAMPER, REFER TO NOTE 7. PROVIDE WITH BIRD SCREEN. INSULATE DUCT WHERE INSIDE MECHANICAL CLOSET. 9. ROUTE 4"0 GALVANIZED STEEL DRYER VENT UP AND TO MAIN VENT DUCT (TYP. OF 2). 10. ROUTE 8"0 GALVANIZED STEEL DRYER VENT UP AND TO MAIN VENT DUCT. 11. ROUTE 9"0 GALVANIZED STEEL DRYER VENT MAIN IN THE CEILING SPACE AND UP TO THE ROOF AS SHOWN. REFER TO ROOF PENETRATION DETAIL ON SHEET M15.91. 12. WALL MOUNTED EXHAUST FAN. ROUTE EXHAUST DUCT FROM FAN TO MAIN EXHAUST DUCT AND UP TO ROOF CAP. REFER TO ROOF PENETRATION DETAIL ON DRAWING M15.91. 13. TRANSFER DUCT. 14. REFRIGERANT AND CONSENSATE LINES UP TO TYPICAL UNITS. 15. PROVIDE KOOLTRONIC AC MODEL- PROFILE SERIES DP17 KA4C2DP17L, 115V/10, 3.7 AMPS, 38 LBS. MOUNT UNIT AT EXTERIOR WALL PER MANUFACTURER RECOMENDATIONS. RUN 1" PVC CONDENSATE TO LANDSCAPE AND TERMINATE. HP—B"..........,.02 R R HP-6 HP-5 HP-4 PARTIAL FIRST FLOOR MECHANICAL PLAN -BUILDING TYPE 1 O HP-1 HP-2 HP-3 KEY PLAN (SEAL) 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 Project number. 29122 www.sgmengineering.com JOSE R. UZASOAIN—FL60785 Copyright ©2009 SGM Engineering, Inc. 3 m aFORUME L a L 0 ARCHITECTURE & INTERIOR DESIGN, INC. N 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 2 AA0002731 u www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL I SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: U z PROJECT NO. 09-2587 a � Q FORUME 1. MOUNT CONDENSING UNITS ON 4" THICK CONCRETE SERVICE PADS. PAD DIMENSIONS SHALL TO BE MINIMUM 6" GREATER THAN CONDENSING UNIT DIMENSIONS ON ALL SIDES AND, SHALL ALLOW FOR REFRIGERANT PIPING AND, ASSOCIATED CHASE STUB —UP. LOCATE CONDENSING UNITS AWAY FROM ROOF DRIP LINE. ATTEND CLOSELY AND, MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES ALL AROUND. SECURE CONDENSING UNITS TO PAD AS PER DETAIL ON SHEET M15.91. LOCATION OF CONDENSING UNITS ARE APPROXIMATE. COORDINATE CLOSELY WITH LANDSCAPING PLANS AND ARCHITECTURAL DETAILS FOR FINAL LOCATIONS. 2. REFRIGERANT LINE SET. ROUTE FROM AHU BELOW GRADE TO ASSOCIATED CONCRETE SERVICE PAD WITHIN PVC CHASE. SEAL CHASE ENDS WEATHER TIGHT INSIDE & OUT. INSULATE SUCTION. REFER TO UNDERGROUND REFRIGERANT LINE SET DETAIL ON DRAWING M15.91. WHERE REFRIGERANT LINE RUN EXCEEDS 80 EQUIV FEET, SIZE REFRIGERANT LINES PER HP MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER HP, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, INCLUDING SUCTION LINE, LIQUID LINE, CRANKCASE HEATER, LIQUID LINE SOLENOID, AND INVERTED SUCTION LINE TRAP. IF THE MANUFACTURER MAKES NO RECOMMENDATIONS FOR LONG REFRIGERANT LINE RUN, CHOOSE ANOTHER HP MANUFACTURER. 3. 3/4" DIA. AT INDIVIDUAL AHU'S, AND 1 3/4" FOR COMMON DRAINS PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU, BELOW GRADE, BEYOND EXTERIOR WALL. USE TURNED DOWN ELBOW. TERMINATE ELBOW MIN. 6" ABOVE EXTERIOR GRADE. SEE DETAIL ON SHEET M15.91. PROVIDE INSULATION WHERE INSIDE BUILDING AND WALLS. PROVIDE A TRAP AT EACH AHU PER DETAIL ON SHEET A M15.91. FOR WOOD FRAME CONSTRUCTION, TERMINATE AT LEAST 1 FEET AWAY FROM EXTERIOR WALL. HP —A HP —A HP—B HP —A HP —A HP —A ua_e WP_P up_e ue_e l i„ . � �., . 11M . PARTIAL FIRST FLOOR MECHANICAL PLAN -BUILDING TYPE 1 SCALE: 1/8"=1'-0" 0 4' 8' 16' III KEY PLAN 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 / 47. Project number. 29122 !L www.sgmengineeng.com JOSS' R. LIZASOAIN—FL60785 Copyright © 2009 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE I INTERIOR DESIGN 745 orienta avenue, suite 1121 altamonte springs, f132701 phone: 407,830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 Partial First Floor Mechanical Plan - :..... Building. Type 1,. M15-12 FORUME LLJ Lv ZIZ = KEY PLAN a 1 1. 1 l . ` `' 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 PARTIAL SECOND FLOOR MECHANICAL PLAN - BUILDING TYPE 1 Orlando, Florida 32814 EB-0Baldwin Park, � � EB-000 767-5772 006208 1' SCALE: 1/8"--0" 0 4' 8' 16' , (s Project number.29122 % www.sgmengineering.com JOSE R. UZASOAIN—FL60785 Copyright ©2009 SGM Engineering, Inc. 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: A SHEET REVISIONS: EDITED BY: z PROJECT NO. 09-2587 Partial Second Floor Mechanical Plan - Buildin.g T !Pe M15-13 FORUME i. 1. REFRIGERANT LINE SET. ROUTE FROM AHU BELOW GRADE TO ASSOCIATED CONCRETE SERVICE PAD WITHIN PVC CHASE. SEAL CHASE ENDS WEATHER TIGHT INSIDE & OUT. INSULATE SUCTION. REFER TO UNDERGROUND REFRIGERANT LINE SET DETAIL ON DRAWING M15.91. WHERE REFRIGERANT LINE RUN EXCEEDS 80 EQUIV FEET, SIZE REFRIGERANT LINES PER HP MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER HP, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, INCLUDING SUCTION LINE, LIQUID LINE, CRANKCASE HEATER, LIQUID LINE SOLENOID, AND INVERTED SUCTION LINE TRAP. IF LEI LEI THE MANUFACTURER MAKES NO RECOMMENDATIONS FOR J I LONG REFRIGERANT LINE RUN, CHOOSE ANOTHER HP J I MANUFACTURER. I U 2. 3/4' DIA. AT INDIVIDUAL AHU-S, AND 1 3/4" FOR Q Q COMMON DRAINS PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU, BELOW GRADE, BEYOND EXTERIOR WALL. USE TURNED DOWN ELBOW. TERMINATE ELBOW MIN. 6' ABOVE EXTERIOR GRADE. SEE DETAIL ON SHEET M15.91. PROVIDE INSULATION WHERE INSIDE BUILDING AND WALLS. PROVIDE A TRAP AT EACH AHU PER DETAIL ON SHEET A M15.91. FOR WOOD FRAME CONSTRUCTION, TERMINATE AT LEAST 1 FEET AWAY FROM EXTERIOR WALL PARTIAL SECOND FLOOR MECHANICAL PLAN -BUILDING TYPE 1 SCALE: 1 /8"=1'-0" 0 4' 8' 16' III KEY PLAN ( ) SGM ENGINEERING, INC. 1935 M E P C O N S U L T I N G E N GI N E E R S Lake Baldwin Lane TEL: (407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 A EB-00006208 7 Project number. 29122 7 ��^ www.sgmengineering.com JOSE R. UZASOAIN-FL60785 Copyright ©2009 SGM Engineering, Inc. 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: A SHEET REVISIONS: EDITED BY: PROJECT NO, 09-2587 Partial Second Floor Mechanical Plan - ... Building.TYpe 1.......... M15.14 1�I Isn'Ir I FORUME PARTIAL THIRD FLOOR MECHANICAL PLAN -BUILDING TYPE 1 SCALE: 1/8"=1'-0" 0 4' 8' 16' III KEY PLAN 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 Project number. 29122 �4Ai)AIN—FL60785 ww.sgmengineering.com JOSE R. 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: 0 SHEET REVISIONS: EDITED BY: U ? PROJECT NO. 09-2587 Partial Third Floor Mechanical Plan - BuildType Type 1 M15-15 FORUME 1. REFRIGERANT LINE SET. ROUTE FROM AHU BELOW GRADE TO ASSOCIATED CONCRETE SERVICE PAD WITHIN PVC CHASE. SEAL CHASE ENDS WEATHER TIGHT INSIDE & OUT. INSULATE SUCTION. REFER TO UNDERGROUND REFRIGERANT LINE SET DETAIL ON DRAWING M15.91. WHERE REFRIGERANT LINE RUN EXCEEDS 80 EQUIV FEET, SIZE REFRIGERANT LINES PER HP MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER HP, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, INCLUDING SUCTION LINE, LIQUID LINE, CRANKCASE HEATER, LIQUID LINE SOLENOID, AND INVERTED SUCTION LINE TRAP. IF THE MANUFACTURER MAKES NO RECOMMENDATIONS FOR LONG REFRIGERANT LINE RUN, CHOOSE ANOTHER HP MANUFACTURER. 2. 3/4" DIA. AT INDIVIDUAL AHU-S, AND 1 3/4" FOR COMMON DRAINS PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU, BELOW GRADE, BEYOND EXTERIOR WALL. USE TURNED DOWN ELBOW. TERMINATE ELBOW MIN. 6" ABOVE EXTERIOR GRADE. SEE DETAIL ON SHEET M15.91. PROVIDE INSULATION WHERE INSIDE BUILDING AND WALLS. PROVIDE A TRAP AT EACH AHU PER DETAIL ON SHEET A M15.91. FOR WOOD FRAME CONSTRUCTION, TERMINATE AT LEAST 1 FEET AWAY FROM EXTERIOR WALL 4 PARTIAL THIRD FLOOR MECHANICAL PLAN -BUILDING TYPE 1 SCALE: 1 /8"=1'—O" 0 4' 8' 16' KEY PLAN ` ' 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 Parks I� FAX:(407) 767-5772 Orlando, Flonda 32814 EB-00006208 Project number. 29122 www.sgmengineering.com JOSE R. LI SOAIN—FL60785 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: 0 SHEET REVISIONS: EDITED BY: U K PROJECT NO. 09-2587 Partial Third Floor Mechanical Plan - Building Type-11 ... M15-16 FORUME 1. MOUNT CONDENSING UNITS ON 4" THICK CONCRETE SERVICE PADS. PAD DIMENSIONS SHALL TO BE MINIMUM 6" GREATER THAN CONDENSING UNIT DIMENSIONS ON ALL SIDES AND, SHALL ALLOW FOR REFRIGERANT PIPING AND, ASSOCIATED CHASE STUB —UP. LOCATE CONDENSING UNITS AWAY FROM ROOF DRIP LINE. ATTEND CLOSELY AND, MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES ALL AROUND. SECURE CONDENSING UNITS TO PAD AS PER DETAIL ON SHEET M15.91. LOCATION OF CONDENSING UNITS ARE APPROXIMATE. COORDINATE CLOSELY WITH LANDSCAPING PLANS AND ARCHITECTURAL DETAILS FOR FINAL LOCATIONS. 2. REFRIGERANT LINE SET. ROUTE FROM AHU BELOW GRADE TO ASSOCIATED CONCRETE SERVICE PAD WITHIN PVC CHASE. SEAL CHASE ENDS WEATHER TIGHT INSIDE & OUT. INSULATE SUCTION. REFER TO UNDERGROUND REFRIGERANT LINE SET DETAIL ON DRAWING M15.91. WHERE REFRIGERANT LINE RUN EXCEEDS 80 EQUIV FEET, SIZE REFRIGERANT LINES PER HP MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER HP, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, INCLUDING SUCTION LINE, LIQUID LINE, CRANKCASE HEATER, LIQUID LINE SOLENOID, AND INVERTED SUCTION LINE TRAP. IF THE MANUFACTURER MAKES NO RECOMMENDATIONS FOR LONG REFRIGERANT LINE RUN, CHOOSE ANOTHER HP MANUFACTURER. 3. 3/4" DIA. AT INDIVIDUAL AHU'S, AND 1 3/4" FOR COMMON DRAINS PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU, BELOW GRADE, BEYOND EXTERIOR WALL USE TURNED DOWN ELBOW. TERMINATE ELBOW MIN. 6" ABOVE EXTERIOR GRADE. SEE DETAIL ON SHEET M15.91. PROVIDE INSULATION WHERE INSIDE BUILDING AND WALLS. PROVIDE A TRAP AT EACH AHU PER DETAIL ON SHEET A M15.91. FOR WOOD FRAME CONSTRUCTION, TERMINATE AT LEAST 1 FEET AWAY FROM EXTERIOR WALL 4. PROVIDE KOOLTRONIC AC MODEL: PROFILE SERIES DP17 KA4C2DP17L, 115V/10, 3.7 AMPS, 38 LBS. MOUNT UNIT AT EXTERIOR WALL PER MANUFACTURER RECOMENDATIONS. RUN 1" PVC CONDENSATE TO LANDSCAPE AND TERMINATE. FIRST FLOOR MECHANICA .. ... .. "I Q to rl ^ > > L PLAN - BUIL&NG TYPE 11 FIRST FLOOR MECHANICAL PLAN - BUILDING TYPE 11 SCALE: 1/8"=1'-0" 0 4' 8' 16' (3) 0 I JOSE R. LIZAS�OAIN—FL60785 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 A(s,* EB-00006208 Project number. 29122 www.sgmengineeri ng.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: 407.830.14400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 First Floor Mechanical Plan . - Building..TYpe. l M15.21 FORUME 1. REFRIGERANT LINE SET. ROUTE FROM AHU BELOW GRADE TO ASSOCIATED CONCRETE SERVICE PAD WITHIN PVC CHASE. SEAL CHASE ENDS WEATHER TIGHT INSIDE & OUT. INSULATE SUCTION. REFER TO UNDERGROUND REFRIGERANT LINE SET DETAIL ON DRAWING M15.91. WHERE REFRIGERANT LINE RUN EXCEEDS 80 EQUIV FEET, SIZE REFRIGERANT LINES PER HP MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER HP, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, INCLUDING SUCTION LINE, LIQUID LINE, CRANKCASE HEATER, LIQUID LINE SOLENOID, AND INVERTED SUCTION LINE TRAP. IF THE MANUFACTURER MAKES NO RECOMMENDATIONS FOR LONG REFRIGERANT LINE RUN, CHOOSE ANOTHER HP MANUFACTURER. 2. 3/4' DIA. AT INDIVIDUAL AHU'S, AND 1 3/4' FOR COMMON DRAINS PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU, BELOW GRADE, BEYOND EXTERIOR WALL. USE TURNED DOWN ELBOW. TERMINATE ELBOW MIN. 6' ABOVE EXTERIOR GRADE. SEE DETAIL ON SHEET M15.91. PROVIDE INSULATION WHERE INSIDE BUILDING AND WALLS. PROVIDE A TRAP AT EACH AHU PER DETAIL ON SHEET A M15.91. FOR WOOD FRAME CONSTRUCTION, TERMINATE AT LEAST 1 FEET AWAY FROM EXTERIOR WALL. Ld I w zl z SECOND FLOOR MECHANICAL PLAN -BUILDING TYPE 11 SCALE: 1 /8"=1 ' —0" 0 4' 8' 16' SECOND FLOOR MECHANICAL PLAN -BUILDING TYPE 11 SCALE: 1 /8"=1'—O" 0 4' 8' 16' LLI LJ zl z SGM ENGINEERING, INC. M E P C O N S U L T I N G E N G IN E E R S 935 Lake Baldwin Lane TEL:(407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 * A(a, * EB-00006208 Project number. 29122 www.sgmengineering.com JOSE R. LIZASOAIN—FL60785 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: 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 Second Floor Mechanical Plan - Building Type IL..,.._................................. M 15.22 U� FORUME 1. REFRIGERANT LINE SET. ROUTE FROM AHU BELOW GRADE TO ASSOCIATED CONCRETE SERVICE PAD WITHIN PVC CHASE. SEAL CHASE ENDS WEATHER TIGHT INSIDE & OUT. INSULATE SUCTION. REFER TO UNDERGROUND REFRIGERANT LINE SET DETAIL ON DRAWING M15.91. WHERE REFRIGERANT LINE RUN EXCEEDS 80 EQUN FEET, SIZE REFRIGERANT LINES PER HP MANUFACTURER'S RECOMMENDATONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER HP, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, INCLUDING SUCTION LINE, LIQUID LINE, CRANKCASE HEATER, LIQUID LINE SOLENOID, AND INVERTED SUCTION LINE TRAP. IF THE MANUFACTURER MAKES NO RECOMMENDATIONS FOR LONG REFRIGERANT LINE RUN, CHOOSE ANOTHER HP MANUFACTURER. 2. 3/4" DIA. AT INDIVIDUAL AHU'S, AND 1 3/4" FOR COMMON DRAINS PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU, BELOW GRADE, BEYOND EXTERIOR WALL. USE TURNED DOWN ELBOW. TERMINATE ELBOW MIN. 6" ABOVE EXTERIOR GRADE. SEE DETAIL ON SHEET M15.91. PROVIDE INSULATION WHERE INSIDE BUILDING AND WALLS. PROVIDE A TRAP AT EACH AHU PER DETAIL ON SHEET A M15.91. FOR WOOD FRAME CONSTRUCTION, TERMINATE AT LEAST 1 FEET AWAY FROM EXTERIOR WALL. wlw zlz THIRD FLOOR MECHANICAL PLAN m BUILDING TYPE 11 SCALE: 1/8"=1'-0" 0 4' 8' 16' wIw z, z 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 i City of Zephyrhills, FL SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: 'ROJECT NO. 09-2587 Third Floor Mechanical Plan Building Type II M 15.23 or, 3 m 1. MOUNT CONDENSING UNITS ON 4" THICK CONCRETE 3. 3/4" DIA. AT INDIVIDUAL AHU'S, AND 1 3/4" FOR SERVICE PADS. PAD DIMENSIONS SHALL TO BE MINIMUM COMMON DRAINS PVC CONDENSATE DRAIN LINE. ROUTE 6" GREATER THAN CONDENSING UNIT DIMENSIONS ON FROM AHU, BELOW GRADE, BEYOND EXTERIOR WALL USE ALL SIDES AND, SHALL ALLOW FOR REFRIGERANT PIPING TURNED DOWN ELBOW. TERMINATE ELBOW MIN. 6" ABOVE AND, ASSOCIATED CHASE STUB -UP. LOCATE CONDENSING EXTERIOR GRADE. SEE DETAIL ON SHEET M15.91. UNITS AWAY FROM ROOF DRIP LINE. ATTEND CLOSELY PROVIDE INSULATION WHERE INSIDE BUILDING AND WALLS. AND, MAINTAIN MANUFACTURER'S RECOMMENDED PROVIDE A TRAP AT EACH AHU PER DETAIL ON SHEET A CLEARANCES ALL AROUND. SECURE CONDENSING UNITS M15.91. FOR WOOD FRAME CONSTRUCTION, TERMINATE AT TO PAD AS PER DETAIL ON SHEET M15.91. LOCATION OF LEAST 1 FEET AWAY FROM EXTERIOR WALL CONDENSING UNITS ARE APPROXIMATE. COORDINATE CLOSELY WITH LANDSCAPING PLANS AND ARCHITECTURAL 4. PROVIDE KOOLTRONIC AC MODEL- PROFILE SERIES DP17 DETAILS FOR FINAL LOCATIONS. KA4C2DP17L, 115V/10, 3.7 AMPS, 38 LBS. MOUNT UNIT AT EXTERIOR WALL PER MANUFACTURER 2. REFRIGERANT LINE SET. ROUTE FROM AHU BELOW GRADE RECOMENDATIONS. RUN 1" PVC CONDENSATE TO TO ASSOCIATED CONCRETE SERVICE PAD WITHIN PVC LANDSCAPE AND TERMINATE. CHASE. SEAL CHASE ENDS WEATHER TIGHT INSIDE & OUT. INSULATE SUCTION. REFER TO UNDERGROUND REFRIGERANT LINE SET DETAIL ON DRAWING M15.91. WHERE REFRIGERANT LINE RUN EXCEEDS 80 EQUIV FEET, SIZE REFRIGERANT LINES PER HP MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER HP, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, INCLUDING SUCTION LINE, LIQUID LINE, CRANKCASE HEATER, LIQUID LINE SOLENOID, AND INVERTED SUCTION LINE TRAP. IF THE MANUFACTURER MAKES NO RECOMMENDATIONS FOR LONG REFRIGERANT LINE RUN, CHOOSE ANOTHER HP 9W FIRST FLOOR MECHANICAL PLAN -BUILDING TYPE 111 SCALE: 1/8"=1'-0" 0 4' 8' 16' HP-B HP -A HP_B HP-B =1 H A I � 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 2 it A(js is Project number. 29122 y/G,� wwwsgmengineering.com JOSS' R. LIZASOAIN-FL60785 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: 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 First Floor Mechanical Plan - Building Type III M15-31 FORUME HVAC KEY NOTES o 1. REFRIGERANT LINE SET. ROUTE FROM AHU BELOW GRADE TO ASSOCIATED CONCRETE SERVICE PAD WITHIN PVC CHASE. SEAL CHASE ENDS WEATHER TIGHT INSIDE & OUT. INSULATE SUCTION. REFER TO UNDERGROUND REFRIGERANT LINE SET DETAIL ON DRAWING M15.91. WHERE REFRIGERANT LINE RUN EXCEEDS 80 EQUIV FEET, SIZE REFRIGERANT LINES PER HP MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER HP, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, INCLUDING SUCTION LINE, LIQUID LINE, CRANKCASE HEATER, LIQUID LINE SOLENOID, AND INVERTED SUCTION LINE TRAP. IF THE MANUFACTURER MAKES NO RECOMMENDATIONS FOR LONG REFRIGERANT LINE RUN, CHOOSE ANOTHER HP MANUFACTURER. 2. 3/4" DIA. AT INDIVIDUAL AHU'S, AND 1 3/4" FOR COMMON DRAINS PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU, BELOW GRADE, BEYOND EXTERIOR WALL.. USE TURNED DOWN ELBOW. TERMINATE ELBOW MIN. 6" ABOVE EXTERIOR GRADE. SEE DETAIL ON SHEET M15.91. PROVIDE INSULATION WHERE INSIDE BUILDING AND WALLS. PROVIDE A TRAP AT EACH AHU PER DETAIL ON SHEET A M15.91. FOR WOOD FRAME CONSTRUCTION, TERMINATE AT LEAST 1 FEET AWAY FROM EXTERIOR WALL. SECOND FLOOR MECHANICAL PLAN -BUILDING -TYPE 111 SCALE: 1/8"=1'-0" 0 4' 8' 16' !L�12�06AIN-FL.60785 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 � Project number. 29122 www.sgmengineering.com JOSt RCopyright ©2009 SGM Engineering, Inc. 0 U) C 0 .N 0 C C 0 U 7 U 0 0. 0 L C C 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: A SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 Second Floor Mechanical Plan - Building TY�e III. M 15.32 3 FORUME 1. REFRIGERANT LINE SET. ROUTE FROM AHU BELOW GRADE TO ASSOCIATED CONCRETE SERVICE PAD WITHIN PVC CHASE. SEAL CHASE ENDS WEATHER TIGHT INSIDE & OUT. INSULATE SUCTION. REFER TO UNDERGROUND REFRIGERANT LINE SET DETAIL ON DRAWING M15.91. WHERE REFRIGERANT LINE RUN EXCEEDS 80 EQUIV FEET, SIZE REFRIGERANT LINES PER HP MANUFACTURER'S RECOMMENDATIONS FOR THE SPECIFIC LENGTH INVOLVED. ALSO PROVIDE ACCESSORIES AS RECOMMENDED BY MANUFACTURER. IF USING THE BASIS OF DESIGN CARRIER HP, FOLLOW THE RECOMMENDATIONS IN CARRIER'S LONG LINE APPLICATION GUIDELINE FORM 38-4XA, INCLUDING SUCTION LINE, LIQUID LINE, CRANKCASE HEATER, LIQUID LINE SOLENOID, AND INVERTED SUCTION LINE TRAP. IF THE MANUFACTURER MAKES NO RECOMMENDATIONS FOR LONG REFRIGERANT LINE RUN, CHOOSE ANOTHER HP MANUFACTURER. 2. 3/4' DIA. AT INDMDUAL AHU'S, AND 1 3/4' FOR COMMON DRAINS PVC CONDENSATE DRAIN LINE. ROUTE FROM AHU, BELOW GRADE, BEYOND EXTERIOR WALL. USE TURNED DOWN ELBOW. TERMINATE ELBOW MIN. 6' ABOVE EXTERIOR GRADE. SEE DETAIL ON SHEET M15.91. PROVIDE INSULATION WHERE INSIDE BUILDING AND WALLS. PROVIDE A TRAP AT EACH AHU PER DETAIL ON SHEET A M15.91. FOR WOOD FRAME CONSTRUCTION, TERMINATE AT LEAST 1 FEET AWAY FROM EXTERIOR WALL. THIRD FLOOR MECHANICAL PLAN -BUILDING TYPE 111 SGM ENGINEERING, INC. M E P C O N S U L T I N G E N G IN E E R S 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: PROJECT NO. 09-2587 Third Floor Mechanical Plan - Building Type ........ .. III 935 Lake Baldwin Lane TEL: (407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 EB-00006208 A Project number. 29122 %/�d/ www.sgmengineering.com JOSE R.LIIN-FL60785 Copyright ©2009 SGM Engineering, Inc. M 15.33 FORUME AT TOP FLOOR ROUTE DUCTS IN ATTIC EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R6.0. AT LOWER FLOORS, ROUTE DUCTS IN FLOOR JOISTS SYSTEM SPACE EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R4.2. HOLD DUCT TIGHT TO FLOOR/CEILING ASSEMBLY. PROVIDE FIRE DAMPERS BEHIND EACH CEILING REGISTER AND AT SUPPLY AIR DUCT PENETRATION OF CEILING PER DETAILS ON SHEET M15.91. AT THE OWNER'S OPTION FURDOWNS MAY BE USED FOR THE TOP FLOOR. TOTAL LENGTH: UNIT Al MECHANICAL PLAN SCALE: 1 /4"=1'-0" 0 2' 4' 8' UNIT 131 MECHANICAL PLAN SCALE: 1/4"=1'-0" 0 2' 4' 8' TOTAL LENGTH: 34FT TOTAL LENGTH: 31 UNIT A2 MECHANICAL PLAN SCALE: 1/4"=1'-0" 0 2' 4' 8' UNIT 132 MECHANICAL PLAN SCALE: 1 /4"=1 '-0" 0 2' 4' 8' PLAN KEYNOTES �Z 1. MOUNT AHU PER DETAIL ON SHEET M15.91. 2. TRANSFER GRILLES. 3. REFRIGERANT AND CONDENSATE DRAIN LINES. INSULATE SUCTION LINE WITH MIN. 1" INSULATION AND CONDENSATE LINE WITH MIN. 1 /2" THICK INSULATION ARMAFLEX. SEAL JOINTS ROUTE EXPOSED IN MECHANICAL CLOSET. SEE BUILDING PLANS FOR CONTINUATION. 4. 4" ROUND, GALVANIZED STEEL, SMOOTH INTERIOR, DRYER EXHAUST DUCT. ROUTE THROUGH FLOOR JOIST SYSTEM TO EXTERIOR METAL WALL CAP. SEE DRYER VENTING DETAILS ON ARCH. PLANS FOR DRYER VENT LOCATION. PRIME AND PAINT CAP TO MATCH ADJACENT SURFACE. DUCT LENGTH EXCEEDS 25 EQUIVALENT FEET. OWNER SHALL PROVIDE EQUIPMENT CAPABLE OF VENTING 40 EQUIVALENT FEET MINIMUM. 5. MOUNT EXHAUST FAN WITH BACKDRAFT DAMPER IN WALL. IN 1st AND 2nd FLOOR ROUTE 4" GALVANIZED STEEL DUCT THROUGH FLOOR JOIST SYSTEM TO METAL WALL CAP, ON 3rd FLOOR ROUTE THROUGH ATTIC SPACE TO ROOF VENT CAP. PRIME COAT AND PAINT WALL CAP TO MATCH BUILDING COLOR. 6. DUCTLESS RANGE HOOD. 7. FRONT RETURN GRILLE. CONTRACTOR TO PROVIDE FRONT COVER WITH BUILT IN RETURN GRILLE. CLOSET SHALL NOT BE USED AS PLENUM. 8. PROVIDE SUPPLY PLENUM DUCT OUT OF AHU AND CONNECT SHOWN BRANCH DUCTS TO IT. STUB DUCTS SIZED TO ACCOMMODATE BRANCH DUCT CONNECTIONS. 9. RUN MAIN SUPPLY TRUNK PARALLEL TO CEILING TRUSSES. 10. TRANSITION VERTICAL DUCT TO SIZE SHOWN AFTER S/A DISCHARGE. 11. MICROWAVE/RANGE HOOD COMBO. TOTAL LENGTH: 34FT 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, Flondo 32814 EB-00006208 (As Project number. 29122 I www.sgmengineering.com JOSE R. U AIN—FL60785 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: 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 Typical Units - Mechanical Plans M 15.70 l FORUME COMMUNITY CENTER GRILLE AND DIFFUSER SCHEDULE MARK MANUFACTURER & MODEL DESCRIPTION/SIZE OBD MOUNTING COLOR MATERIAL REMARKS A US AIRE LOUVERED FACE DIFFUSER Y CEILING WHITE ALUMINUM 1-7 5200 SERIES 0-100 = 6X6 OR STEEL 101-200 = 8X8 201-300 = 1OX10 301-500 = 14X14 501+ = 18X18 C US ARE CC5 CUBE CORE RETURN GRILLE Y CEILING WHITE ALUMINUM ALUMINUM STEEL 1-7 NOTES: 1. SEE HVAC PLANS FOR NECK SIZES AND CFMS 2. 4-WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS. 3. MAXIMUM PRESSURE DROP OF .04 IN WC. 4. TRANSITION ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. 5. HORIZONTAL DIMENSION GIVEN FIRST. 6. COORDINATE COLOR WITH ARCHITECTURAL TRADES. 7. PROVIDE OBD ADJUSTABLE FROM FACE OF GRILLE ON ALL DIFFUSERS AND GRILLES. TYPICAL UNITS GRILLE AND DIFFUSER SCHEDULE MARK MANUFACTURER & MODEL DESCRIPTION MOUNTING COLOR MATERIAL REMARKS A US AIRE SERIES L CURVED BLADE FACE SURFACE CEILING/WALL WHITE STEEL 1,2,3,4,5,E B US AIRE FIXED HORIZONTAL BLADE RETURN SURFACE STEEL 1,5,6 SERIES RHEF WITH FILTER WALLWHITE C US AIRE SERIES RH FIXED HORIZONTAL BLADE RETURN SURFACE WALL WHITE STEEL 1,5,6 SUPPLY ONLY TRANSFER R NSF R NOTES: CFI * GRILLE SIZE GRILLE SIZE 1. SEE HVAC PLANS FOR NECK SIZES AND CFMS 0-60 8"x4" 8"x6" 2. PROVIDE OBD ADJUSTABLE FROM FACE OF GRILLE ON ALL DIFFUSERS. 65-150 10"x6" 12'x8" 3. TRANSITION ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO 155-200 12"x6" 12'x10" DIFFUSERS AS REQUIRED. 205-260 14'x6" 14'x10' 4. ONE-WAY UNLESS OTHERWISE NOTED ON PLANS BY ARROWS. 5. COORDINATE FINAL LOCATION WITH ARCHITECT OR OWNER. 265-400 14"x8" 14"x12" 6. MAY BE SUBSTITUTE WITH OWNER AND ENGINEER APPROVAL. * TRANSFER GRILLES SHALL BE 50 SQUARE INCHES PER 100CFM OF SUPPLY. ALSO, TRANSFER DUCT SHALL BE 1.5 TIMES THE CROSS SECTIONAL AREA OF THE SUPPLY DUCT. UNDERCUT DOOR BY 1" ABOVE CARPET. EXHAUST FAN SCHEDULE ELECTRICAL PLAN MARK MANUFACTURER TYPE & MODEL CFM E.S.P. DRIVE MOUNTING SONES REMARKS AREA SERVED AMPS or VOLT/ WATTS PHASE EF-1 GREENHECK 55 0.25 DIRECT 45W 115/1 CEILING 2.4 1-4 GUEST BATHROOMS (TYPICAL UNITS) SP-B70 EF-2 GREENHECK 150 0.25 DIRECT 129W 115/1 CEILING 3.8 1-4 COMMUNITY CENTER W/M INTERIOR RESTROOMS SP-B150 EF-3 GREENHECK 70 0.25 DIRECT 54W 115/1 CEILING 3.2 1-4 COMMUNITY CENTER SP-680 W/M EXTERIOR RESTROOMS EF-4 GREENHECK SP-A190 170 0.25 DIRECT 113W 115/1 CEILING 3.1 1,3-5 COMMUNITY CENTER -SALON AREA NOTES 1. PROVIDE WITH UNIT MOUNTED DISCONNECT. 2. CONTROL WITH ROOM LIGHTS. 3. PROVIDE WITH BACKDRAFT DAMPER. 4. PROVIDE WITH WHITE OR OFF-WHITE GRILLE. 5. CONTROL WITH WALL SWITCH. SPLIT SYSTEM HEAT PUMP SCHEDULE MARK AHU-1/HP-1 AHU-2/HP-2 AHU-3/HP-3 AHU-4/HP-4 AHU-5/HP-5 AHU-6/HP-6 AHU-A/HP-A AHU-B/HP-B MANUFACTURER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER TOTAL COOLING CAP- BTU/HR 41,300 41,300 29,000 59,300 23,750 22,800 17,290 17,635 SENSIBLE COOLING CAP- BTU/HR 31,250 31,250 20,550 42,700 18,855 - 13,790 14,065 TONS 3.5 3.5 2.5 5.0 2.0 2.0 1.5 1.5 SEER (EER) 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 AREA SERVED COMMUNITY CENTER CAFE KITCHEN COMMUNITY CENTER CLUBROOM COMMUNITY CENTER FITNESS ROOM COMMUNITY CENTER OFFICES COMMUNITY CENTER SALON COMMUNITY CENTER CABLE ROOM TYPICAL UNIT Al & A2 TYPICAL UNIT 61 & B2 AIR HANDLER MODEL # FX4CNF042 FX4CNF042 FX4CNF030 FX4CNF060 FX4CNF030 4OBNCO24 FX4CNFO18 FX4CNF018 SUPPLY CFM 1500 1500 1000 1850 1000 680 700 900 OUTSIDE AIR CFM 300 225 200 250 200 0 0 0 FAN HP 1/2 1/2 1/3 3/4 1/2 - 1/5 1/5 ESP - IN.WG 0.4 0.4 0.4 0.4 0.4 - 0.3 0.3 EAT (DB/WB) 'F 79.3/68.3 77.1/66.2 79.4/68.1 77.5/66.4 79.3/68.3 - 73.4/62.6 73.4/62.6 LAT (DB/WB) 'F 56.1 /55.2 56.4/55.4 55.3/54.4 56.2/55.2 56.1 /55.2 - 55.2/54.2 55.2/54.2 COIL FACE AREA (SQ.FT.) 4.45 4.45 2.97 7.42 2.97 - 2.23 2.23 ROWS -FINS/INCH 3-14.5 3-14.5 3-14.5 3-14.5 3-14.5 - 3-14.5 3-14.5 HEATER TYPE ELECTRIC ELECTRIC ELECTRIC ELECTRIC ELECTRIC - ELECTRIC ELECTRIC KW - STAGES 6.0-1 6.0-1 3.8-1 6.0-1 3.8-1 - 3.8-1 3.8-1 FCAPACITY (BTU/HR) 20,472 20,472 12,965 20,472 12,965 - 12,965 12,965 FILTER TYPE PLEATED PLEATED PLEATED PLEATED PLEATED PLEATED PLEATED PLEATED VOLT/PHASE/Hz 208V/10/6OHz 208V/10/6OHz 208V/10/6OHz 208V/10/60Hz 208V/10/60Hz 208V/10/60Hz 208V/10/6OHz 208V/10/60Hz MCA/MOCP 45/50 45/50 30/30 50/60 30/30 15/15 30/30 30/30 WEIGHT (LBS) 150.0 150.0 122.0 198.0 122.0 150.0 90.0 90.0 CONDENSER MODEL J 24HBA342 24HBA342 24HBA330 24HBA360 24HBA324 38BNCO24 24HBA318 24HBA318 REFRIGERANT R-410A R-41OA R-41OA R-41OA R-41OA R-41OA R-41OA R-410A COMPRESSOR QTY. - TYPE 1 - SCROLL 1 - SCROLL 1 - SCROLL 1 - SCROLL 1 - SCROLL 1 - SCROLL 1 - SCROLL 1 - SCROLL COMPRESSOR RLA/LRA 19.9/109.0 19.9/109.0 14.1/77.0 26.3/134.0 12.8/58.3 6.5/42.0 9.0/48.0 9.0/48.0 CONDENSER FAN QTY. - HP 1/5 1/5 1/10 1/5 1/10 - 1/10 1/10 CONDENSER FAN FLA 1.2 1.2 0.75 1.2 0.75 9.5 0.75 0.75 VOLT/PHASE/Hz 208V/10/6OHz 208V/10/6OHz 208V/10/6OHz 208V/10/6OHz 208V/10/60Hz 208V/10/6OHz 208V/10/60Hz 208V/10/60Hz MCA/MOCP 40/40 40/40 30/30 50/50 25/25 20/20 20/20 20/20 WEIGHT (LBS) 246.0 246.0 207.0 279.0 162.0 200.0 146.0 146.0 NOTES 1-7 1-7 1-7 -7 1-7 1-7 1-7 1-7 1-7 MCA: MINIMUM CIRCUIT AMPACITY NOTES: MOCP: MAXIMUM OVER CURRENT PROTECTION 1. EXTERNAL STATIC PRESSURE AVAILABLE AFTER COIL FAN CASING, CLEAN FILTER AND ELECTRIC HEATER RLA: RATED LOAD AMPS LOSSES. LRA: LOCKED ROTOR AMPS 2. REFRIGERANT LINES AND INSULATION SHALL BE SIZED AND INSTALLED IN STRICT ACCORDANCE WITH FLA: FULL LOAD AMPS MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE SUBMITTALS ON INSULATION WITH EQUIPMENT SUBMITTALS. 4. PROVIDE 1" THROWAWAY FILTERS. 5. PROVIDE HEATING/COOLING PROGRAMMABLE THERMOSTAT AND 24 VOLT CONTROL WIRING. THERMOSTAT SHALL HAVE THE SAME NUMBER OF STAGES OF HEATING AND COOLING AS THE UNIT AND DUAL SETPOINT. THERMOSTAT SHALL BE SUPPLIED BY SAME MANUFACTURER AS UNIT. 6. PROVIDE 5 MINUTE TIME DELAY TO PREVENT COMPRESSOR SHORT CYCLING. 7. PROVIDE FIRESTAT IN RETURN AIR DUCT. 8. MCA = MINIMUM CIRCUIT AMPACITY 9. PROVIDE WITH AHU FACTORY INSTALL CIRCUIT BREAKER. 10. HEAT PUMP MUST BE A MINIMUM OF 14.0 SEER AND 8.2 HSPF. ' 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 A(j; Project number. 29122 www.sgmengineenng.com JOSE R. L OAIN-FL60785 Copyright © 2009 SGM Engineering, Inc. ARCHITECTURE & INTERIOR DESIGN, INC. PLANNING I ARCHITECTURE 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: 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 Mechanical Schedules Details ....................:............. & Notes M 15.90 I - I - -I-- WEATHER PROOF VENT NUTONE 845-BL OR EQUIVALENT (NUTONE 841-BL FOR ONE 4" —� MAX. EXHAUST DUCT) r-- BIRD SCREEN DUCT ATTACHED TO TRUSS RESTROOM EXHAUST DUCT I� `—RESTROOM V EXHAUST DUCT ROOF EXHAUST DUCT TERMINATION NOT TO SCALE w�Ari ern nn I cur DRYER DUCT TERMINATION DETAIL NOT TO SCALE EXTERIOR WALL SHEET METAL DUCT SLEEVE. SIZE AS SHOWN ON PLANS. PACK INTERSTITIAL SPACE WITH BATT INSULATION TIGHT ALL AROUND - SEALANT ALL AROUND SHEET METAL BOX TO BE 1" MIN. LARGER THAN SLEEVE r BACKDRAFT DAMPER FOR DRYER ONLY CONTRACTOR TO PAINT W/ WEATHER RESISTANT PAINT. COLOR TO BE COLRD. W/ ARCHITECT/OWNER. BIRDSCREEN FOR EXHAUST FAN ONLY NOT DRYER VENT) SEALANT ALL AROUND EXTERIOR WALL PENETRATION DETAIL NOT TO SCALE 12" MIN —L�11 FIN FLOOR `— 6" MIN. ABOVE FINISHED GRADE ON SODDED OR MULCHED AREAS ONLY CONDENSATE PIPING TERMINATION DETAIL NOT TO SCALE INSULATE ENTIRE PROVIDE FOAM PLUG —CUT LENGTH OF SUCTION FLUSH AT CONDUIT ENTRANCE LINE/ OR PACK WITH ROCK WOOL i— INSIDE LIQUID LINE APPLY TWO COATS OF VINYL —LACQUER FINISH OR PROVIDE ALUMINUM JACKET ON ALL EXTERIOR EXPOSED INSULATION OUTSIDE SEAL OPEN END WITH NON TOXIC EXPANDABLE FOAM, AND CAULK WEATHERTIGHT. TERMINATE 6" ABOVE GROUND. PVC CONDUIT WITH SOLVENT WELDED JOINTS. 4"FOR UP TO TWO SETS OF REFRIGERANT LINES. 6"FOR UP TO 3 SETS 45' BEND OF LINES. UNDERGROUND REFRIGERANT LINES NOT TO SCALE PENNY NAIL (4 PER ASSEMBLY) 1 "x%"x20" GA GALV. MOUNTING ANGLE (TYP) SECTION VIEW FIRE DAMPER DETAIL AT AIR HANDLING UNIT NOT TO SCALE WOOD TRI RC -CHANNEL CEILING FIRE C FLOOR -CEILING DESIGN # L563, FIRE DAMPER SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. GRILLE "— FLEX DUCT RC —CHANNEL 1 HR. RATED CEILING RADIATION DAMPER @ FLOOR -CEILING ASSY. NOT TO SCALE (1.563) DUCT DOOR—) HALLWAY -A WALL/WALL AIR GRILLE NOT TO SCALE _._�__ASSEMBLY RETURN AIR GRILLEs. MOUNT BETWEEN WALL STUDS. UPPER DOOR FRAME BEDROOM TRANSFER DETAIL FLOAT SWITCH IN SECONDARY DRAIN LINE TO DISABLE AHU SHOULD SECONDARY DRAIN LINE ACCUMULATE WATER. AIR HANDLING UNIT VENT CLEANOUT WITH SLIP —FIT (NOT SCREW) CAP WITH DRILLED HOLE �2* MIN. 4" PITCH TO OFFSET LINE FRICTION MINIMUM 1/8" PER To CONDENSATE TRAP DETAIL NOT TO SCALE r'A1L111Ck1L'1W1 I WIT CONDENSING UNIT 11E 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 CONC PAD TYPICAL CONDENSING UNIT ANCHORING DETAIL NOT TO SCALE FLEXIBLE DUCTS SEE DRAWINGS FOR SUPPLY PLENUM SIZE. 0 DI WATER HEATER BY PLUMBII CONTRACTOR. COORDINATE PLUMBING CONTRACTOR FO REQUIRED CLERANCES AND WATER HEATER SIZE. TYPICAL UNITS AHU MOUNTING DETAIL NOT TO SCALE 4.1L vn. %N1 _VrV'qILLv a I LA-1- r "numb r Lm I vnm. NOTE: 4 SIDED BOX WITH TOP AND BOTTOM FLANGES MAINTAIN MANUFACTURERS RECOMMENDED SERVICE OF 1-1/2" MINIMUM. ACCESS CLEARANCES AND INSTALLATION FOR ALL MECHANICAL EQUIPMENT. COMMUNITY CENTER AHU MOUNTING DETAIL NOT TO SCALE 2 S. L N L) 5. 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 A(,;EB-00006208 Project number. 29122 www.sgmengineering.com JOSE R. LIZASOAIN—FL60785 Copyright ©2009 SGM Engineering, Inc. f 3 FORUME o' . y ARCHITECTURE & INTERIOR DESIGN, INC. y 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 ' m www.forumarchitecture.com .� `0 IL w 0 U) C 0 a` c m m a r Meetinghouse 3 g at Ze h rh i I Is E p Y Senior r Apartments `[ City of Zephyrhills, FL SET DISTRIBUTIONS: EDITED BY: U K PROJECT NO. 09-2587 N SITE LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER & CATALOG # WATTAGE MOUNTING HEIGHT DECORATIVE ACORN FIXTURE, ROOF OPTICS HORIZONTAL PROVIDES FULL CUTOFF STERNBERG SLA PERFORMANCE, TYPE V DISTRIBUTION, PULSE START METAL HALIDE, POLYCARBONATE 1130A ROH5 175 PMH 16' CLEAR TEXTURED GLOBE, DIRECT BURIAL CONCRETE POLE, LENGTH = 20'-0 140MPH WIND LOAD RECTILINEAR AREA LUMINAIRE, DIECAST ALUMINUM, FLAT GLASS LENS PROVIDES EMCO AVALUME SLB FULL CUTOFF PERFORMANCE, FORWARD THROW DISTRIBUTION, PULSE START METAL AVA-1—F-250PSMH-120—BRP 250 PMH 25' HALIDE, DIRECT BURIAL CONCRETE POLE, LENGTH = 30'-0", 14OMPH WIND LOAD RECTILINEAR AREA LUMINAIRE, DIECAST ALUMINUM, FLAT GLASS LENS PROVIDES EMCO AVALUME SLC FULL CUTOFF PERFORMANCE, TYPE III DISTRIBUTION, PULSE START METAL HALIDE, AVA-1-3-250PSMH-120—BRP 250 PMH 25' DIRECT BURIAL CONCRETE POLE, LENGTH = 30'-0", 14OMPH WIND LOAD WALLPACK, BUILDING MOUNTED, FULL CUTOFF, METAL DAYBRITE W HALIDE WCM100MMT 100 MH 18' WALLPACK, BUILDING MOUNTED, FULL CUTOFF, METAL DAYBRITE WC HALIDE WCM100MMT 100 MH 9' ELECTRICAL SITE PLAN SCALE: 1 "=40' 0 20' 40' 80' SITE LEGEND ® TRANSFORMER, COORDINATE EXACT LOCATIONS WITH POWER COMPANY. ® BUILDING METER PACK Q WEATHERPROOF JUNCTION BOX. 0-0 LIGHT FIXTURE AND POLE a4 WALLPACK IF • POLE MOUNTED DECORATIVE LIGHT FIXTURE PLAN KEY NOTES (D 1. PROPOSED LOCATION OF NEW PAD MOUNTED TRANSFORMER, TO BE PROVIDED BY POWER COMPANY. ELECTRICAL CONTRACTOR SHALL PROVIDE CONCRETE PAD & TERMINATION LUGS PER POWER COMPANY SPECIFICATIONS. 2. CONNECTION FOR LANDSCAPE/SIGN LIGHTING. SEE LANDSCAPE DRAWINGS FOR TYPES AND QUANTITIES. 3. TRASH COMPACTOR SERVICE. REFER TO POWER RISER ON SHEET E19.35. 4. CONNECT TO 2—POLE CIRCUIT ON HOUSE PANEL. ALL SITE LIGHTING WIRING SHALL BE (2) #10 THWN Cu., (1) #10 Cu GND., UNLESS INDICATED OTHERWISE. 5. CONNECT TO 1—POLE CIRCUIT ON HOUSE PANEL. ALL SITE LIGHTING WIRING SHALL BE (2) #10 THWN Cu., (1) #10 Cu GND., UNLESS INDICATED OTHERWISE. (SEAL) NESTOR D MARTINEZ—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 Lane TEL:(407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 EB-00006208 (As Project number. 29122 www.sgmengineering.com 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.foru marchitecture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 ELECTRICAL SITE PLAN E16-00 PHOTOMETRIC SITE PLAN SCALE: 1 "=40' 0 20' 40' 80' (SEAL) r 3/-3 /01) NESTOR D MARTIN ET—FL61756 GENERAL NOTES a. REFER TO SHEET E16.00 FOR LIGHT FIXTURE TYPE. b PHOTOMETRIC VALUES CHANGED PER REVISIONS ON 1� SHEET E16.00. 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 Rj EB-00006208 Project number: 29122 www.sgmengineering.com Copyright ©2009 SGM Engineering, Inc. W C 0 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: EDITED BY: PROJECT NO. 09-2587 PHOTOMETRIC SITE PLAN E16.01 Notes: Job: Type. TM}� Cfi�lt,tn3 >tib':",� F#-t E n CE f8�(V,iEaE £ d 1,;f; tt`i:f k�ct r3arj F>f t a N6 ,tasit7rtcss �8) j€� 5$C1� #EFL jets. '.'•�#'slti3r,'k'pit,Theh:4#�?iryi�:�Ee-�+FEt:6:�,arai:°�3si?t#azrr:r.;iE'�?:E<Ff�~��rt;it'tG:t�,�>fa� .:E�€,1:`•.hr,•3afLq €li .a rr1 dtf f375,1-E}wlPr ,S. Tlti! 4-,,or 1firi-r: s.; sing € p.e3_t, diei;k'fsl-MIF'4m r!? WA r4airiia 2., 0,.r.irw tompered llat 4r'as5 :�nm, TI-v €irtarla-A #s wc'$7put lr s,Aa€ ! alnd p:3:skoed premritirq }2ruG 1n ftm rwtsltlra, dsf2l aM irrsed-,. Tie Arzloi� a !um,,I iwl are I€rriAed ,a.i11 a Pry., are br[n icn 'R a'rw-w TG/'. PREFIX. 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T 3$l - l�.lP,C,!'N 1 € 4 f , y 3dt€ )1 A#3 f f3't1 k � �, t t i. ! s .;cif ii zz x1'�•r 1 # Y €: [ 11 €# 1lE£},;i. ,rllE I .ita S l .3.k. ..y. $t, 3i rl#.x£., c .rt.i ! eR n'111 E and 4l.<1111 ,itii- a 3tf#It ia,..- ,.,`:3, 3 Es^ (li r) km", ,•El•::3t y�:;}E SITE PLAN LUMINAIRE DATA SHEETS SCALE: 1 /8"=1'-0" 0 4' 8' 16' (SEAL) SGM ENGINEERING, INC. �77 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 / /(0 A(js Project number. 29122 l 3 w NESTOR D MARTINEZ-FL61756 Copyright ©2009 SGM Engineering, Inc. 3 m aFORUME n Y_ L L ARCHITECTURE & INTERIOR DESIGN, INC. 6 N PLANNING I ARCHITECTURE I INTERIOR DESIGN m 0 0 745 oriental avenue, suite 1121 0 altamonte springs, fl 32701 phone: 407.830.1400 Od fax:407.830.4143 AA0002731 www.forumarchitecture.com d Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: U Z _ PROJECT NO. 0 0 -258 7 9 -- ------ --- .F i 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. 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. AAr_7TC-D (`C'KlTC-D FIRST FLOOR ELECTRICAL PLAN -BUILDING TYPE 1 SCALE: 1/8"=1'-0" 0 4' 8' 16' UJ W z z =i= Q�Q i i I li it ( it / it l it / i1 lil / it / ail l ail / it , 0 KEY PLAN (SEAL) �000 NESTOR D MARTINEZ—FL61756 SGM ENGINEERING, INC. M E P C O N S U L T I N G E N G IN E E R S 935 Lake Baldwin Lane TEL:(407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 EB-00006208 Acs Project number. 29122 www.sgmengineering.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: 0 SHEET REVISIONS: EDITED BY: 0. z PROJECT NO. 09-2587 FORUME aka 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. (VIA PC) FIRST FLOOR LIGHTING PLAN -BUILDING TYPE 1 SCALE: 1/8"=1'-0" 0 4' 8' 16' PC) ENCLOSED BREAKER ETER LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION TOTAL WATTS LAMPS MOUNTING NO. TWATTS 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. CC SURFACE MOUNT WALL BRACKET WITH F20T12 LAMP. 40 2 20 T12 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. 50 - - - PENDANT CN PENDANT MOUNTED POOL DOUBLE FIXTURE. REFER TO I.D. 50 - - - PENDANT L HIGH POWER LED LIGHT BAR LB21-NW-L30 NATURAL 4.2 1 3 LED COVE WHITE, 4300 K, 12" LONG, CR1=65>500 LEDWORLDLIGHTING LUXBAR-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 (SEAL) _ 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 A(,6 / � L NESTOR D MARTINEZ-FL61756 EB-00006208 Project number. 29122 www.sgmengineering.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: A SHEET REVISIONS: EDITED BY: 0 z PROJECT NO. 09-2587 FORUME Lv I Lv Z Z 2I2 ala HP-2 WP_R WP_q WP_d FIRST FLOOR POWER AND SYSTEMS PLAN -BUILDING TYPE 1 SCALE: 1/8"=1'-0" 0 4' 8' 16' 7'-8" AFF off-111FL729 . ENCLOSED BREAKER 0:12 PLAN KEY NOTES: 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, 24OV, NF, NEMA-1 DISCONNECT SWITCH. 2-14, 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 CLIPS. PROVIDE AUXILIARY CONTACT FOR BATTERY LOWERING DEVICE ANTI ENTRAPMENT. = KEY PLAN (SEAL) 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 r-1 935 Lake Baldwin Lane TEL:(407) 767-5188 41 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 l C� EB-00006208 (6 Project number. 29122 NESTOR D MARTINEZ-FL61756 www.sgmengineenng.com Copyright ©2009 SGM Engineering, Inc. VJ C 0 .N N 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: A SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 First Floor Power and Systems Plan Building Type E16.13 GENERAL A 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. PLAN KEY NOTES:® 1. BUILDING SIGN LIGHT LOCATION TO BE COORDINATED WITH ARCHITECTURAL DESIGN, ALL AUTHORMIES HAVING JURISDICTION, AND VERIFIED WITH OWNER. SECOND FLOOR ELECTRICAL PLAN -BUILDING TYPE 1 SCALE: 1/8"=1'-0" 0 4' S' 16' 0 KEY PLAN LLJ I Lv z z 2I= (SEAL) 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 A(js `� / / �� l l NESTOR D MARTINEZ—FL61756 Project number. 29122 w 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: A SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 Second Floor Electrical Plan - Building Type E16-14 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. UJ I Lv d. ALL CORRIDOR AND BUILDING EXTERIOR Z Z LIGHTING SHALL BE CONTROLLED BY = I = PHOTOCELL/CONTACTOR. U 1 U THIRD FLOOR LIGHTING PLAN -BUILDING TYPE 1 SCALE: 1 /8"=1 ' —0" 0 4' 8' 16' III KEY PLAN (SEA`) 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 ] / 3 /to EB-00006208 (As Project number. 29122 (( NESTOR D MARTINEZ—FL61756 www.Sgmengineering.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: A SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 Third Floor Lighting..... Plan Building Type E16-15 FORUME 1,1 ..................................................... - GENERAL NOTES: �® 4. 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. PLAN KEY NOTES:Q 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 — #12 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 CUPS. 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. FIRST FLOOR ELECTRICAL PLAN -BUILDING TYPE 11 1►!�a{ !►l91 !►l►i\ � \�!�/ \'►mil \���/ FIRST FLOOR ELECTRICAL PLAN m BUILDING TYPE 11 SCALE: 1/8"=1'-0" 0 4' 8' 16' (SEAL) SGM ENGINEERING, INC. M E P C O N S U L T I N G E N G IN E E R S 935 Lake Baldwin Lane TEL: (407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 NESTOR D MARTINEZ—FL61756 EB-00006208 Project number. 29122 www.sgmengineering.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: 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 First Floor Electrical Plan - Buildin,g Type II E16.21 FORUME LLJ I LLJ zIz 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. 1. BUILDING SIGN LIGHT LOCATION TO BE COORDINATED WITH ARCHITECTURAL DESIGN, ALL AUTHORITIIES HAVING JURISDICTION, AND VERIFIED WITH OWNER. SECOND FLOOR ELECTRICAL PLAN -BUILDING TYPE II SCALE: 1 /8"=1'-0" 0 4' 8' 16' SECOND FLOOR ELECTRICAL PLAN -BUILDING TYPE 11 SCALE: 1 /8"= V-0" 0 4' 8' 16' LIJ I Lv z, z (SEAL) 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 7 1 NESTO D MARTINEZ—FL61756 Project number. 29122 www.sgmengineering.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: A SHEET REVISIONS: EDITED BY: 0 ? PROJECT NO. 09-2587 Second Floor Electrical Plan - Buildin,g Type...11 E 16.22 FORUME Lv I LtJ zlz 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. THIRD FLOOR ELECTRICAL PLAN -BUILDING TYPE 11 SCALE: 1 /8"=1'-0" 0 4' 8' 16' THIRD FLOOR ELECTRICAL PLAN -BUILDING TYPE 11 SCALE: 1 /8"=1 '-0" 0 4' 8' 16' WI W z, z (SEAL) -- 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 j Orlando, Florida 32814 EB-00006208 Project number. 29122 ( G www.sgmengineering.com NESTOR D MARTINEZ—FL61756 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: 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 Third Floor Electrical Plan - . .. Building Type II E 16.23 I I I I 1 1If VIIIII I'l 1 11 1 1 1 I GENERAL NOTES: .N KEY NOTES 9 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. HP—B HP—B HP —A ME 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 — #12 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 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. it (►! s1 !i!il FIRST FLOOR ELECTRICAL PLAN m BUILDING TYPE I SCALE: 1/8"=1'-0" 0 4' 8' 16' (SEAL) )P/te�z NESTOR D MARTINEZ—FL61756 I 1 1 1 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 ns Project number. 29122 www.sgmengineering.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: A SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 First Floor Electrical Plan - Buildi.ng Type III E16-31 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. 1. BUILDING SIGN LIGHT LOCATION TO BE COORDINATED WITH ARCHITECTURAL DESIGN, ALL AUTHORITIIES HAVING JURISDICTION, AND VERIFIED WITH OWNER. SECOND FLOOR ELECTRICAL PLAN -BUILDING TYPE 111 SCALE: 1/8"=1'-0" 0 4' 8' 16' (SEAL) t NESTOR MARTINEZ—FL61756 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 & A(s,* EB-00006208 Project number. 29122 www.sgmenginsering.com 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: A SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 Second Floor Electrical Plan - Building Type lll...... E 16.32 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. THIRD FLOOR ELECTRICAL PLAN m BUILDING TYPE III SCALE: 1 /8"=1'—O" 0 4' 8' 16' (SEAL) "`3 NESTOR D MARTINEZ—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 Lane TEL:(407) 767-5188 Baldwin Park! FAX:(407) 767-5772 Orlando, Flonda 32814 EB-00006208 A(,,* Project number. 29122 www.sgmengineering.com Copyright o 2009 SGM Engineering, Inc. IL U z z N W 0 0 W z ca W U W x U Q 0 UL 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: 0 SHEET REVISIONS: EDITED BY: PROJECT NO. 09-2587 Third Floor Electrical Plan - Building Type III E 16.33 �u 3 m FORUME UNIT Al ELECTRICAL PLAN SCALE: 1 /4"=1 ' -0" 0 2' 4' 8' UNIT 131 ELECTRICAL PLAN SCALE: 1/4"=1'-0" 0 2' 4' 8' GENERAL NOTES: 1. REFER TO SHEET E16.90 FOR SYMBOLS LEGEND. PLAN KEY NOTES: 1. CONNECT TO UNIT MOUNTED BREAKER INCLUDED WITH AHU. 2. WATER HEATER CONNECTION. 3. MICRO/HOOD CONNECTION. INSTALL RECEPTACLE AT 78"AFF, INSIDE THE CABINET. VERIFY EXACT LOCATION IN FIELD. 4. DISHWASHER CONNECTION. PROVIDE CORD AND PLUG AS REQUIRED. 5. GARBAGE DISPOSAL CONNECTION. PROVIDE CORD AND PLUG AS REQUIRED. 6. PREWIRED LOCATION FOR FUTURE HEARING/VISUAL DEVICE OF FIRST FLOOR UNITS. MOUNTED AT 80" AFF, TO BOTTOM. 7. MICROWAVE CONNECTION. 8. HOOD CONNECTION. VERIFY EXACT LOCATION IN FIELD. NOTES: 1. ALL SMOKE ALARMS WITHIN A DWELLING UNIT SHALL BE INTERCONNECTED SO THAT OPERATION OF ANY SMOKE ALARM CAUSES THE ALARM IN ALL SMOKE ALARMS TO SOUND. 2. ALL SMOKE ALARMS SHALL BE EQUIPPED WITH BATTERY BACKUP. 3. ALL SMOKE ALARMS TO BE 3' FROM SUPPLY REGISTER AND ALL DOORS TO BATHROOMS. ALSO MUST BE MOUNTED AT LEAST 4" FROM SIDEWALL IN CEILING OR TOP TO BE BETWEEN 4" AND 12" FROM CEILING ON WALL MOUNTED. BREAKERS SERVING INTERIOR DWELLING UNIT NCH CIRCUITS SHALL BE COMBINATION TYPE I RRUPTERS PER NEC 2008 210.12B REQUIREI DWELLING UNIT RECEPTACLE OUTLETS SPECIF LL BE LISTED TAMPER —RESISTANT RECEPTACLE UIREMENT. UNIT Al (VISUAL/HEARING IMPAIRED ELECTRICAL PLAN SCALE: 1/4"=1'-0" 0 2' 4' 8' UNIT 131 (VISUAL/NEARING IMPAIRED ELECTRICAL PLAN SCALE: 1/4"=1'-0" 0 2' 4' 8' (SEAL) - SGM ENGINEERING, INC. M E P C O N S U L T I N G E N G IN E E R S VA 935 Lake Baldwin Lane TEL- (407) 767-5188 TJ� Baldwin Park= FAX:(407) 767-5772 Orlando, Florida 32814 EB-00006208 , ((/ NESTOR D MARTINEZ—FL61756 (AsProject number. 29122 www.sgmengineering.com Copyright ©2009 SGM Engineering, Inc. 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 0 SHEET REVISIONS: EDITED BY: U z PROJECT NO. 09-2587 R i•0 UNIT A2 ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 0 2' 4' 8' APARTMENT LIGHTING FDICTURE SCHEDULE MARK DESCRIPTION LAMPS MTD VOLTS REMARKS NO. TYPE A FLUORESCENT WRAP 2 34 CS 120 PROVIDE ENERGY AROUND FIXTURE (F34) SAVING BALLAST B WHITE 6" 1 60W CS 120 CYLINDER A19 WHITE 7" C DRUM FIXTURE 1 A19 CS 120 D CHROME BEAUTY BAR BATHROOM 5 (G 25) WS 120 MOUNT 7' AFF. F WHITE 11" DRUM FIXTURE 2 1 32W WS 1 120 MOUNT 0 7'-6" AFF. CIRCLINE FLUORESCENT 1 4OW G 52" REVERSIBLE CEILING FAN 120 I PROVIDE RATED J—BOX (LISTED AS ENERGY STAR RATED) -- -- -- AS REQUIRED "ALPHATRACK" KIT WITH 3 TRACK HEADS, 4' TRACK, 75W H CANOPY, DEAD END, FEED/MOUNTING HARDWARE 3 PAR30 CS 120 J SHOWER 1 60W CS 120 WET LIGHT A19 LOCATION K WHITE 48" LONG EXTERIOR 32W DAMP FLUORESCENT FIXTURE 2 T8 W5 120 LOCATION L ADDRESS WALL WASHER(15' L x 6-1/2" H x 3-3/4" D) 2 13W W5 120 BUILDING SIGN COLD ROLL STEEL— BLACK PL—QUAD LIGHT S FLUORESCENT TRIP 1T8 2 W. EXTENDS 3-1/4" 1 WS 120 UTILITY CLOSET X SELF POWERED LED U 120 CONNECT TO UNSWITCH LEG EXIT SIGN OF ROOM LIGHTING CIRCUIT XA EMERGENCY LIGHTS 2 10W WS 120 CONNECT TO UNSWITCHED W/BATTERY PACK LEG OF LIGHTING CIRCUIT GENERAL NOTES: 1. REFER TO SHEET E16.90 FOR SYMBOLS LEGEND. PLAN KEY NOTES: q) 1. CONNECT TO UNIT MOUNTED BREAKER INCLUDED WITH AHU. 2. WATER HEATER CONNECTION. 3. MICRO/HOOD CONNECTION. INSTALL RECEPTACLE AT 78"AFF, INSIDE THE CABINET. VERIFY EXACT LOCATION IN FIELD. 4. DISHWASHER CONNECTION. PROVIDE CORD AND PLUG AS REQUIRED. 5. GARBAGE DISPOSAL CONNECTION. PROVIDE CORD AND PLUG AS REQUIRED. 6. PREWIRED LOCATION FOR FUTURE HEARING/VISUAL DEVICE OF FIRST FLOOR UNITS. MOUNTED AT 80" AFF, TO BOTTOM. 7. MICROWAVE CONNECTION. 8. HOOD CONNECTION. VERIFY EXACT LOCATION IN FIELD. NOTES: -ATTERY BACKUP. 3. ALL SMOKE ALARMS TO BE 3' FROM SUPPLY REGISTER AND ALL DOORS TO BATHROOMS. ALSO MUST BE MOUNTED AT LEAST 4" FROM SIDEWALL IN CEILING OR TOP TO BE BETWEEN 4" AND 12" FROM CEILING ON WALL MOUNTED. 4. ALL BREAKERS SERVING INTERIOR DWELLING UNIT N 5. ALL DWEWNG UNIT RECEPTACLE OUTLETS SPECIFIED IN NEC 2008 210.52 SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES PER NEC 2008 406.11 REQUIREMENT. UNIT B2 ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 0 2' 4' 8' (SEAL) r NESTOR D MARTINEZ—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 Lane TEL: (407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 * (As is EB-00006208 Project number. 29122 www.sgmengineering.com 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: EDITED BY: PROJECT NO. 09-2587 Typical Units Electrical Plans E 16.71 PAINIELBOARD SCHEDULES PANEL Al PANEL A2 PANEL B1 PANEL B2 VOLTAGE: 208/120V, 1 PH, 3W VOLTAGE: 208/120V, 1 PH, 3W VOLTAGE: 208/12OV, 1 PH, 3W VOLTAGE: 208/12OV, 1 PH, 3W MAINS: 125A,MLO NEMA -1 MAINS: 125A,MLO NEMA -1 MAINS: 125A,MLO NEMA -1 MAINS: 125A,MLO NEMA -1 CIRCUIT BREAKER/POLE DESCRIPTION CIRCUIT BREAKE POLE DESCRIPTION CIRCUIT BREAKER OLE DESCRIPTION CIRCUIT BREAKER OLE DESCRIPTION 1 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 2OA/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 2OA/1 P BATHROOM RECEPT. 5-6 20A/1P SMALL APPLIANCE 5-6 20A/1P SMALL APPLIANCE 5-6 20A/1P SMALL APPLIANCE 5-6 20A/1P 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 16,18 30A/2P WATER HEATER 16,18 30A/2P WATER HEATER 16,18 30A/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 3OA/2P DRYER 20,22 50A/2P RANGE 20,22 50A/2P RANGE 20,22 50A/2P RANGE 20,22 5OA/2P RANGE 24,26 15A/2P HP -At 24,26 15A/2P HP-A2 24,26 20A/2P HP-B1 24,26 20A/2P HP-132 21,23 30A/2P AHU-A1 21,23 30A/2P AHU-A2 21,23 30A/2P AHU-B1 21,23 3OA/2P AHU-B2 25 20A/1 P REFRIGERATOR 25 20A /1 P REFRIGERATOR 25 20A/1 P REFRIGERATOR 25 20A/1 P REFRIGERATOR NOTES: 1. ALL BREAKERS SERVING INTERIOR DWELLING UNIT NON-GFCI PROTECTED BRANCH CIRCUITS SHALL BE COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTERS PER NEC 2008 210.12B REQUIREMENTS. 2• ALL WIRE SIZES SHALL BE 1-#12, UNLESS SPECIFIED OTHERWISE ON PLANS. x„iRRIP! UNIT Al I UNIT A2 I UNIT B1 I UNIT B2 GEN. LTG. ( 753 x 3) 2,259 GEN. LTG. ( 756 x 3) 2,268 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 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 3 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 = 35.3 KW TOTAL CONNECTED = 35.3 KW RISER KEY NOTES: 1-D 1. 800A, 3 POLE MAIN CIRCUIT BREAKER 2. SURGE PROTECTOR 3. REFER TO TYPICAL GROUNDING DETAIL ON SHEET E16.91. 4. 125A, 208V, 4 JAW 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. 6'-6" METER CENTER 'A' #3/0 Cu F2 '--To POWER COMPANY'S 11 GENERAL N.0-TESE 1. ALL PULL STATIONS ARE TO HAVE COVERS FOR OUTDOOR INSTALLATION. ALUMINUM F1 3#1, 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 PTO. POWER. COMPANY'S POWER ® FOR THE REMAINING OF THE POWER RISER (COMMUNITY BUILDING) NOT TO SCALE REFER TO SHEET E16.92) PANEL HP SERMCE 120/208V-30-4W MINIMUM BREAKER AIC 10,000 LOCA11ON EXTERIOR BUILDING RATING 100A MLO M0UN nNG SURFACE TYPES I, II & III - 1ST FL NEMA -3R LOAD DESCRIPTION BKR KVA I CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES OA OB OC 0A OB OC TRIP POLES 0-CATV-ELEC RM, 1ST FLR 20 1 .80 1 2 .54 20 1 1 R-REC CORRIDOR, 1ST FLR 0-TTB-ELEC RM, 1ST FLR 20 1 .80 3 4 .54 20 1 R-REC CORRIDOR, 2ND FLR L-LIGHTS 1ST FLOOR WEST 20 1 .70 5 6 .54 20 1 R-REC CORRIDOR, 3RD FLR L-LIGHTS 1ST FLOOR EAST 20 1 0.9 7 8 0.5 20 1 E-FACP, 1ST FLOOR L-LIGHTS 2ND FLOOR WEST 20 1 .90 9 10 0.5 20 1 M-A/C FOR FACP L-LIGHTS 2ND FLOOR EAST 20 1 .90 11 12 0.54 20 1 R-EXTERIOR RECEPTACLES L-LIGHTS 3RD FLOOR EAST 20 1 0.9 13 14 0.54 20 1 R-EXTERIOR RECEPTACLES L-LIGHTS 3RD FLOOR WEST 20 1 0.9 15 161 1 0.1 20 1 S-SPARE L-LTS MECH., ELEV. PIT LOBBIES 20 1 .30 17 18 0.0 - 1 S-SPACE L-LTS STORAGES RMS. 20 1 .50 19 20 0.0 1 - 1IS-SPACE S-SPARE 20 1 0.1 21 22 0.0 - 1IS-SPACE SPACE - - 0.0 23 24 0.0 - 1 S-SPACE SPACE - - 0.0 25 26 3.4 40 3 0-ECOSPACE ELEVATOR SPACE - - 0.0 1.271281 3.4 1 - - 0- SPACE - - 1 0.0 [291301 1 1 3.4 1 - - 0- TOTALS 1 3.1 1 2.7 1 1.9 5.0 1 4.5 1 4.5 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - LIGHTING 6.00 1.25 7.50 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 11.80 1.0 11.80 TOTALS 21.70 23.20 EQUIPMENT RATINGS 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. 1'-4" T 1'-5i" - 1'-4" T 19-4" 11-4" - METER CENTER 'A' #3/0 Cu F2 PTO. POKER, COMPANY'S PROTECTOR NOTES: 1. NON -COINCIDENT LOAD CALCULATED AMPS:64 6'-6" METER CENTER 'B' #3/0 Cu F2 TO POWER COMPANY'S TRANSFORMER BUILDING TYPE I (METER CENTER "A") 11 x Al x 34.7 KW = 381.7 KW 3xA2x34.7KW= 104.1 KW 6 x B1 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 UNITS TOTAL 2 METER CENTERS WITH A 800A MAIN CIRCUIT BREAKER EACH BUILDING TYPE II (METER CENTER "A") 3 x Al x 34.7 KW = 104.1 KW 15 x B1 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(P = 760.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 B1 x 35.3 KW = 353.0 KW 700.0 KW x 0.38 = 266.0 KW 266.0 KW AMPS 0 208V, 3q) = 738.9A 39 U N ITS TOTAL 2 METER CENTERS WITH A 800A MAIN CIRCUIT BREAKER EACH BUILDING TYPE I (METER CENTER "B"). 1Ox Al x 34.7 KW = 347.0 KW 2xA2x34.7KW= 69.4KW 6 x B 1 x 35.3 KW = 211.8 KW 2x82x35.3KW= 70.6KW 698.8 KW x 0.38 = 265.5 KW AMPS 0 208V, 3( = 737.6A BUILDING TYPE II (METER CENTER -B") 6 x Al x 34.7 KW = 208.2 KW 15 x 81 x 35.3 KW = 529.5 KW 737.7 KW x 0.37 = 272.9 KW AMPS 0 208V, 34> = 758.2A BUILDING TYPE III (METER CENTER "B") 14xAl x34.7KW=485.8KW 5 x B1 x 35.3 KW = 176.5 KW 662.3 KW x 0.38 = 251.7 KW AMPS 0 208V, 30 = 699.1A 6'-6" 6'-6" 1 '-4" +1 '-54„+ 1'-4" + 1 '-4ro METER CENTER 'A' PROTECTOR TO POWER COMPANY'S J- TDAMCMD► rD - s METER CENTER 'B' #3/0 Cu F2 /-TOPOWER, COMPANY'S (SEAL) - 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) 767-5168 ec Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 "Zj/ 3 / NESTOR D MARTINEZ-FL61756 EB-00006208 (sProject number. 29122 www.sgmengineering.com Copyright ©2009 SGM Engineering, Inc. 3 m aFORUME 2 ARCHITECTURE & INTERIOR DESIGN, INC. N PLANNING ARCHITECTURE I INTERIOR DESIGN m 0 0 745 orienta avenue, suite 1121 0 altamonte springs, fl 32701 r phone: 407,830.1400 fax: 407.830.4143 AA0002731 1i www.forumarchiteGture.com Meetinghouse at Zephyrhills Senior Apartments City of Zephyrhills, FL SET DISTRIBUTIONS: A SHEET REVISIONS: EDITED BY: U 9 PROJECT NO. 09-2587 r_ U tY E 16.90 0 L 0 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. LIGHTING FIXTURE CEILINGU MOUNTED LIGHTING FIXTURE, CEILING SURFACE MOUNTED LIGHTING FIXTURE, WALL MOUNTED r--0 STRIP TYPE FIXTURE 0 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 018"AFF, TO CENTER. DENOTES GROUND FAULT INTERRUPTER > DENOTES HALF —SWITCHED - SINGLE 250V NON —LOCKING TYPE RECEPTACLE ' TELEPHONE OUTLET, MOUNTED O 18" AFF, TO CENTER. TELEVISION OUTLET, MOUNTED ® 18" AFF, TO CENTER. El DISCONNECT SWITCH. SIZE/POLES/FUSE O JUNCTION BOX, CEILING MOUNTED (PROVIDE RATED J—BOX AS REQUIRED) Qi JUNCTION BOX, WALL MOUNTED Q SMOKE ALARM, 120V, W/BATTERY BACK—UP. EXHAUST FAN CONNECTION (FAN BY DIV. 23) FIRE ALARM AUDIBLE DEVICE, WALL MOUNTED O 807AFF, TO BOTTOM FIRE ALARM COMBINATION AUDIBLE/VISUAL DEVICE (75 CANDELA, MIN.), WALL MOUNTED ® 80"AFF, TO BOTTOM. FIRE ALARM VISUAL DEVICE (75 CANDELA, MIN.), WALL MOUNTED ® 80"AFF, TO BOTTOM. MANUAL FIRE ALARM PULL STATION, MOUNTED 48"AFF, TO CENTER. FRCP FIRE ALARM CONTROL PANEL 0 BUILDING SMOKE DETECTOR Q HEAT DETECTOR CEILING FAN POWER PANEL Fol DOORBELL PUSHBUTTON I/ DOORBELL ❑T DOORBELL TRANSFORMER F0- F(L } 'DO NOT USE' ELEVATOR LIGHT, WALL MOUNTED 'AT 48" AFF TO CENTER. ELEVATOR WARNING LIGHT 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. PANEL PROTECTOR/HARDWIRE/PTS12OH/2nd Edition SPEC11CAlIONSOPERATING: Maximum Operating Voltage: Typical Leakage Current: Operation Temperature: Connectors: Lines Protected: Installation Configuration: 120VOIts AC <5N ams —40 to +8?C Hardwired L—N, N—G, L—G Parallel SPECIFICATIONS — OPERATING: Maximum Operating Voltage: 48Volts DC Typical Leakage Current: <5,u amps Maximum Data Rate: 22 Kbs Operation Temperature: —40 to +85'C Connection: Dual Terminal Blocks Lines Protected: One pair Installation Configuration: In —Line Series CONTINUOUS #4 STEEL REBAR IN THE FOUNDATION FOOTER J ' �F/A CIRCUITS LOCATED 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. Ell 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. O 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 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 SUPRESSION AT THE HOUSE ETER CENTER BREAKER PANEL. REFER TO F/A SPEC. #4 GROUND WIRE BONDED TO ROUND RODS BONDED TO FOUNDATION STEEL FOR THE FIRE FOUNDATION ALARM LOOP SURGE SUPRESSION. STEEL WITH 4/0 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. r Z MARK DESCRIPTION LAMPS MTD VOLTS REMARKS NO. TYPE A FLUORESCENT WRAP 2 34W CS 120 PROVIDE ENERGY AROUND FIXTURE (F34) SAVING BALLAST B WHITE 6' 1 60W CS 120 CYLINDER I A19 WHITE 7" 60 C DRUM FIXTURE 1 Al9 CS 120 D CHROME YES ROOM 5 (G 0! WS 120 MOUNT ®7' AFF. F WHITE 11" DRUM FIXTURE 2 1 32W WS 120 MOUNT 0 7'-6" AFF. CIRCUNE FLUORESCENT 1 4OW G 52" REVERSIBLE CEILING FAN 120 PROVIDE RATED J—BOX (LISTED AS ENERGY STAR RATED) -- -- -- AS REQUIRED "ALPHATRACK" KIT WITH 3 TRACK HEADS, 4' TRACK, 75W H CANOPY, DEAD END, FEED/MOUNTING HARDWARE 3 PAR30 CS 120 J SHOWER 60W WET LIGHT 1 A19 CS 120 LOCATION K WHITE 48" LONG EXTERIOR 32W DAMP FLUORESCENT FIXTURE 2 T8 WS 120 LOCATION L ADDRESS WALL WASHER(15' L x 6-1/2" H x 3-3/4" D) 2 13W WS 120 BUILDING SIGN COLD ROLL STEEL— BLACK PL—QUAD LIGHT S FLUORESCENT STRIP 17W 24 L x 3 W. EXTENDS 3-1/4 " 1 T8 WS 120 UTILITY CLOSET X SELL POWERED LED U 120 CONNECT TO UNSWITCH LEG EXIT SIGN OF ROOM LIGHTING CIRCUIT XA EMERGENCY LIGHTS 2 10W WS 120 CONNECT TO UNSWITCHED W/BATTERY PACK LEG OF LIGHTING CIRCUIT WP MOUNT ON FRONT OF BUILDING AT 10' AFG SEE PLANS FOR QUANTITY AND LOCATION OF ZONE 3 DEVICES ZONE 2 HEAT DETECTOR ZONE 5 MOUNTED ABOVE FACP 3RD FLOOR WIRING FOR FUTURE VISUAL DEVICES IN BEDROOMS & BATHROOMS OF FIRST FLOOR UNITS —, 2ND FLOOR FIRE PROTECTION SWITCHES FIRE COORDINATE LOCATION WITH ALARM FIRE PROTECTION CONTRACTOR. CONTROL ZONE 4 PANEL ZONE 1 3/4" CONDUIT TO CLUBHOUSE FOR CONNECTION TO DACT. HOUSE PANEL 1ST FLOOR RISERFIRE ALARM 1, 11 & 111 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. 10' MIN: EQUIPMENT GROUNDING AR NDING FULL SIZE Pi A\tvi _ * •I! STEEL W. BONDING JUMPER (TYP) LIRE FULL SIZE GROUNDING ELECTRODE CONDUCTOR (SEE RISER DIAGRAM FOR SIZE) MAIN UNDERGROUND METAL WATER PIPE (BOND TO PIPING ONLY WHEN METAL PIPING IS INSTALLED) TION / 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 (SEAL) 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 TEU (407) 767-5188 Baldwin Park, FAX:(407) 767-5772 Orlando, Florida 32814 % L NESTOR D MARTINEZ—FL61756 EB-00006208 Project number. 29122 www.sgmengineering.com 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: A SHEET REVISIONS: EDITED BY: U z PROJECT NO. 09-2587 FORUME A ffi PANEL A SERVICE 120/208V-30-4W MINIMUM BREAKER AIC 2ZOOO LOCATION JANITOR/MECHANICAL RATING 300A MLO MOUNTING SURFACE ROOM LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES 0A OB OC OA OB OC TRIP POLES M-AHU-1 50 2 3.6 1 2 2.4 40 2 M-HP-1 M- - - 3.6 3 4 2.4 - - M- M-AHU-2 50 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 - - M- E -ELECTRIC WATER HEATER 80 2 6.0 13 141 6.5 90 2 A -DRYER E- - - 6.0 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. 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 1 25 26 0.9 20 1 R-MANAGER OFFICE, STORAGE R R-CLUB ROOM RECEPTACLE 20 1 0.6 127128 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 - - 0.0 4142 0.0 - - S-SPACE TOTALS 1 15.7 15.1 9.3>< 18.1 1 18.2 1 7.4 SERVES CONN. LOAD - KVA D.F. CALL. DEMAND - KVA NOTES: 1. NON -COINCIDENT LOAD LIGHTING 11.00 1.25 13.75 RECEPTACLES - 1 ST 10 KVA 6.52 1.0 6.52 RECEPTACLES - ABOVE 10 KVA 1 0.00 0.501 0.00 MECHANICAL 31.80 1.00 31.80 EQUIPMENT 21.50 1.0 21.50 APPLIANCE 13.00 0.75 9.75 SPARE/SPACE 0.00 1.0 1 0.00 OTHER 0.00 1.0 0.00 TOTALS 83.82 83.32 CALCULATED AMPS: 231 PANEL MDP _ SERVICE 120/208V-30-4W MINIMUM BREAKER AIC 2Z000 LOCATION CABLE ROOM RATING 600A M.C.B MOUNTING SURFACE LOAD DESCRIPTION O-PANEL C 0- 0- O-PANEL B 0- 0777 - BKR KVA I CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES OA 0B OC OA OB OC TRIP POLES 60 3 3.67 1 2 25.8 300 3 1 O-PANEL A - - 3.67 3 4 25.8 - - 0- - - 3.67 5 6 25.8 - - 0- 200 3 17.1 7 8 0.0 30 3 O-SURGE PROTECTIVE DEVICE - - 17.1 9 10 0.0 - - 0- - - 17.1 Ill 12 0.0 - - 0- TOTALS 1 20.8 1 20.8 1 20.8 25.8 1 25.8 1 25.8 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: 1. NON -COINCIDENT LOAD LIGHTING 0.00 1.25 0.00 RECEPTACLES - 1ST 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 139.71 1.0 139.71 TOTALS 139.71 139.71 CALCULATED AMPS: 388 PANEL B SERVICE 120/20W77304W MINIMUM BREAKER AIC 22,000 LOCATION JANITOR/MECHANICAL RATING-200A_MLO - MOUNTING SURFACE ROOM LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES OA 0B OC OA OB OC TRIP POLES A -DRYER 30 2 2.5 1 2 3.1 50 2 M-HP-4 A- - - 2.5 13 4 3.1 - - M- A -DRYER 30 1 2 2.5 5 6 1 1.5 25 2 M-HP-5 A- - - 2.5 7 8 1.5 - - M- R -CLUBROOM RECEPTACLES 20 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 1 1.5 13 14 2.5 1 30 2 M-AHU-5 A -WASHING MACHINE 20 1 1.5 115 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 1.5 211221 0.6 20 1 R-SALON COUNTER RECEPTACLES A -KITCHEN APPLIANCE 20 1 1.5 23 24 0.9 20 1 R-SALON WALL RECEPTACLES A -REFRIGERATOR 20 1 1.2 25 26 0.8 20 1 R-CLUBROOM FLOOR RECEPTACLE R-FITNESS ROOM RECEPTACLE 20 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 1 0.9 31 32 1.0 20 1 R-FITNESS ROOM A -DISHWASHER 20 1 1.5 1 33 34 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 SPACE - 1 0.0 39 40 0.72 20 1 R-RESTROOMS-GFCI SPACE - - 0.0 41 42 0.0 - - S-SPACE TOTALS 1 10.3 1 9.1 7.4 >< 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 - 1ST 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 0.80 1.0 0.80 APPLIANCE 21.00 0.75 15.75 SPARE/SPACE 0.00 1.0 0.00 OTHER 0.00 1.0 0.00 TOTALS 59.34 51.22 CALCULATED AMPS: 142 SERVICE LOAD CALCULATION PER NEC ARTICLE 220 CONNECTION ( DF DEMAND VAS 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 +OTHER LOBS (PANEL C) 11.0 TOTAL 153.58 KVA 153.58 KVA 0208V-30-4W = 41OA TOTAL 427A USE 500A (2) RUNS OF (4)350 KCM AL, 3"C = 500A • $6X36 CT CAB A PANEL L SERVICE 120/208V-30-4W MINIMUM BREAKER AIC 22,000 LOCATION CABLE ROOM RATING 60A MLO MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPIION TRIP POLES OA 0B 0C OA OB OC TRIP POLES M-AHU-6 15 2 0.05 1 2 0.7 20 2 M-HP-6 M- - - 0.05 3 4 0.7 - - M- R -EQUIPMENT -CABLE ROOM 20 1 1.0 5 6 1 1.2 20 1 R-EQUIPMENT-CABLE ROOM R-EQUIPMENT-CABLE ROOM 20 1 1.0 7 8 1.2 20 1 R-EQUIPMENT-CABLE ROOM R-SALON COUNTER RECEPTACLES 20 1 1.0 9 10 1.0 20 1 R-EQUIPMENT-CABLE ROOM M-CP-1 20 1 0.4 Ill 12 0.4 20 1 R-CONVENIENCE RECEPTACLES R-COPIER 20 1 1.5 11314 0.2 20 1 S-SPARE S-SPARE 20 1 0.2 15 161 1 0.2 20 1 S-SPARE S-SPARE 20 1 0.2 1718 0.0 - 1 S-SPACE S-SPACE - 1 0.0 19 20 0.0 - 1 S-SPACE S-SPACE - 1 0.0 21 22 0.0 - 1 S-SPACE S-SPACE - 1 0.0 23 24 0.0 - 1 S-SPACE S-SPACE - 1 0.0 25 26 0.0 - 1 S-SPACE S-SPACE - 1 0.0 27 28 0.0 - 1 S-SPACE S-SPACE - 1 0.0 29 301 1 1 0.0 1 1 1 S-SPACE TOTALS 1 2.6 1 1.3 1 1.6 >< 2.1 1 1.9 1 1.6 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: 1. NON -COINCIDENT LOAD LIGHTING 0.00 1.25 0.00 RECEPTACLES - 1ST 10 KVA 8.30 1.0 8.30 RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 MECHANICAL 1.90 1.00 1.90 EQUIPMENT 0.00 1.0 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.80 1.0 0.80 OTHER 0.00 1.0 0.00 TOTALS 11.00 11.00 CALCULATED AMPS: 31 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. (4) #4 AL, (1) #8 GRD AL IN 14" CONDUIT. 11. (4) #250 KCMIL, (1) #4 GRD, THWN AL IN 3" CONDUIT. 12. 4#6, 1 #10G, CU 1 "C Weill au t t PANEL "A" PANEL PANEL B C i i I 10 FINISHED GRADE '`- TO VAC -PAC POOL EQUIPMENT PANEL TO POWER COMPANY �- TRANSFORMER, 120/208V, 3PH, 4W 4 METAL BLDG. SERVICE STEEL C.W.P. ELECTRICAL RISER - COMMUNITY CENTER NOT TO SCALE (SEAL) SGM ENGINEERING, INC. M E P C O N S U L T I N G E N G IN E E R S 935 Lake Baldwin Lane TEL: (407) 767-5188 Baldwin Park, FAX:(407) 767-5772 f / Orlando, Florida 32814 EB-00006208 c 3 / l' (AsProject number: 29122 i ((( www.sgmengineering.com NESTOR D MARTINEZ-FL61756 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: 1 EDITED BY: PROJECT NO. Electrical .......................:.....:.::.:.:..:..::::::::::::::. Schedules 09-2587 E 16.92 i ecT Co tfc 4pl -